The URL can be used to link to this page

SP-877-93 - . . . . - . . ~ 11 S P O K A I-7 E O U N T Y OFFICE OF THE COUNTY ENGINEER • A DIVISION OF THE PUBLIC WORKS DEPARTMENT Ronald C. Hormann, P.E., County Engineer Dennis M. Scott, P.E., Director Glenn E. Szabo 6717 Friars Road # 73 San Diego, CA. 92108 Dear Mr. Szabo: RE: Shed Encroachment - Assessors Parcel No. 55202.0103 - Short Plat 877-93; RF No 2291 The Er_closed Addendum needs to be added to the License Agreement dated May 9, 1995. Please sign and return to me along with materials requested therein. Thank you in advance for your time. Sincerely : ack R. Bosch Right of Way Agent a 1026 tN. Broadway Ave. • Spokane, WA 99260-0170 •(509) 456-3600 FA?C: (509) 324-3478 TDD: (509) 324-3166 Addendum to License Agreement With regard to that license agreement by and between Spokane County and Glenn E. Szabo dated May 9, 1995, the following provision is to be added to Section 9- Liability; "Prior to the commencement of said License Agreement, the licensee shall provide Spokane County with a copy of the liability policy and annual update, including paid receipt for that property described herein, including a11 improvements naming Spokane County as the additional insured on the property. Licensee agrees to pay for any damages to all improvements including the storage shed at licensee's own personal cost." OFFICE OF COUN'TY ENGINEER SPOKANE COUNTY, WASHINGTON Datp 19 Inter-office Communicotion To z 2 cr " f rom ?X44 G4... sub;ec: a-77- q3 , ~ t . ~ ~oxc ,w~ ~ 3,0 ~ , 5 41 ,Form 327-C.R. ~ J~ . I S P O K A N E C O U N T Y OFFTCE OF THE COUNT'1' ENGINEER • A DNTSION OF THE PUBLIC WORKS DEPARTMENT Ronald C. Hormann, P.E., County Engineer Dennis M. Scott, P.E., Director March 20, 1995 E. H. Szabo 19102 East Sprague Avenue Greenacres, WA 99016-9654 CERTIFIED MAII, - RETURN RECEIPT REQUESTED Dear W. Szabo A ' RE: Shed Encroachment - Assessors Parcel No.: 55202.0103 - Short Plat 877-93 - RF No.: 2291 ~ ' As stated in our letter to you on December, 28, 1994, in order for you to temporarily retain your storage shed on County right of way, vou must enter intoo Lirense A,greement with Spokane County. The main purpose of the License Agreement is to hold the County harmless from all liability, loss, damage, etc., as defined in paragraph nine (9) of the agreement. Please sign on the third page where indicated and return the document with a check payable to Spokane County for ten dollars, ($10.00) to my aitention. If we don't hear from you within ten (10) days of receipt of this letter you will be asked to remove the shed from the County right of way; or, we will raze it and charge you for the labor. Sincerely n ; ack Bosch Right of Way Agent . 1026 W. Broadway Ave. • Spokane, WA 99260-0170 •(509) 456-3600 FAX: (509) 324-3478 TDD: (509) 324-3166 E ' ' - ~ A V ~ ~ MEMORANDUM ~ TO: Bert Haight - Right-of-Way q FROM: Chris Reich - Development Engineering Services SUBJECT: Shed located within County R/W DATE: September 26, 1994 It has been brought to my attention that a shed is currently located within County right-of-way for Second Avenue east of Barker Road. According to the attached cut from the road plans for Short Plat 877-93, almost the entire shed is located within County property. The shed does not have any impact on this current project, but due to the possibility of further road improvements to Second Avenue, I am bringing this problem to your attention. Thank you for your time in addressing this matter. ~ t~ La't L3n.e: Z 1/2" 1+1'ater'1ine Left. TSe TD 1' Sex'vice On W. Side, Cap On East Side. , i ' LOT 5 CURV:E' nATA ! ~ ~ . ' P.I. 15+12.50 16+37.50 LOT 4 IL ! ■920Ja 7.92070 R 200.00f 200a00f ~ 13.85+ 13.85# . 3i 27.65, 27.651 P.L. 14+98.65 16f13.7$ ►Tnent P.T. 15}26,22 16+41.35 Existiag 5hed Ta Rema3u r - • f El. 48.~3 2nd, A~re - ~ - Z6Lr%nitch Tve ~ r~ ~ ~.'~o ` ~ ~3• 47•,J4 O~~ ~ ~ • ~ 17+00 ~ 18+00 f _ 70, ~ + - C) 20' 0 $1. 48.50 D.W. As IteqUired, U t i 1 i ~El. 5 0 . Q 5 -5' Eas# of Lot l.lna, 30" ~ g Aad Offset Refese.nces Axe Measure3 ' 22' A#.j 8' Fire Hydr$nt ~ The Centerline af SecoxLd Ave. R.A.W. - - - 15 ' ; Pram The Center].i32e af The PrivaGe 1~10' I ~ 1* Y PLAN VIEW 1"ract C 5' Ir SGale 1°=SQ, - LOT 13 LDT 12 Kobylus 5P-877-93 - ~ 208 Areas th Topsoil, T I#R.E DIt3TRIkr Ti #Iao D A►TE 13E~I1OPEF~: ~ L a - --1--..__._. ..---°I• 1 ` P . ~ --I~~---- ' - .I _ r~ . _r . - . 1 ~ ' ~ • - ~ - ~ ' ~ . ! i _ ~ R ~ ` RESOLUTION NO. ; BEFORE THE BOARD OF COUNTY COM1V1 SIONERS OF SPOKANE COUNTY, WASHINGTON IN THE MATTER CONCERrTING EXECUT 0N ) OF A LICENSE AGREEMENT WITH ) RESOLUTION GLENN E. SZABO ) SECOND AVENUE - RF NO. 2291 ) WHEREAS, pursuant to the provisions of the Revised Code of Washington, Section 36.32.120(6), the Board of County Commissioners of Spokane County has the care of County property and the management of Coun~ funds and business; and IV,6 ~ ¢ l~ , WHEREAS, Spokane Coun -y is the owner of Second Avenue right of way, located in the...Snutheast--@uartet-- S' ~ection11Township 25 North, Range 45 East, W.M., Spokane County, Washington; and 4:5ZO WHEREAS, Glenn E. Sbo desires to utilize a portion of said Second Avenue right of way for the purpose of retaining a storage shed encroaching on County right of way. WHEREAS, for and i-n consideration of the license, Glenn E. Szabo will pay the sum of Ten and no/100--Dollars 10.00) per year. . NOW, THEREFO , BE IT HEREBY RESOLVED by the Board of County Commissioners of Spokane 'County that the chairman othe Boazd of County Commissioners or a majority of the Board is hereby authorized to execute at other than an oen meeting the atta.ched agreement pursuant to which a license will be granted to Glenn E. Szabo. PASSED AND OPTED by the Board of County Commissioners of Spokane County, this 9th day of May, 1995. BOARD OF COUNTY COMMISSIONERS OF SPOKANE COUNTY, WASHINGTON , D. E. Chilberg, Chairman ~ ~ ~ Phillip D. Harris Steven J. Hasson Authorized by Resolution No. SPOKANE COUNTY ENGINEERING DEPARTMENT Spokane County, Washington LICENSE AGREEMENT THIS AGREEMENT made and entered into this 9th day of May, 1995, by and between Spokane County, a political subdivisioa of the State of Washington, having offices for the transacdon of business at West 1026 Broadway Avenue, Spokam, Washington 99260, hereinafter referred to as the "County", and Glenn E. Szabo, residing at 19102 East Sprague Avenue, Spokane, WA 99016 hereinafter referred to as the "Licensee", joindy, hereinafter referred to as the "Parties". WITNESSETH W]EMREAS, pursvant to the provisions of the Revised Code of Washington, Section 36.32.120(6), the Board of County Commissioners of Spokane County, has the care of County property and the management of County funds and business; and WHEREAS, Spokane County is the owner of Second Avenue right of way, RF No. 2291 located in the Northeast Quarter (NE 1/4) of the Northwest Quarter (NW 1/4) of Section 20, Township 25 North, R.ange 45 East, W.M., Spokane County, Washington; and WEUMEAS, Glenn E. Szabo desires to udlize a certain portion of said Second Avenue right of way for the purpose of retaining a storage shed adjacent to Lot 4, Block 21 of CORBIN ADDITION TO GREENACRES. NOW, THEREFORE, for and in consideration of the mutual promises set forth hereinafter, the parties hereto do mutually agree as follows: SECTION 1 - PURPOSE Beginriing May 9,1995, the County hereby grants the Licensee a license to use the following described real property and as more particularly denoted in red on Extubit "A" attached hereto and made a part hereof hereinafter referred to as the "Premises" for the purpose of retaining a storage shed encroaching on County right of way; Beginning at the Southwest corner of Lot 4, Block 21, CORBIN ADDITION TO GREENACRES; thence East along the North right of way line of Second Avenue 22.00 feet to a point; thence South 24.00 feet to a point; thence West 22.00 feet parallel with said right of way to a point; thence North 24.00 feet to the point of beginning. All located in the Northeast Quarter (NE 1/4) of the Northwest Quarter (NW 1/4) of Section 20, Township 25 North, Range 45 East, W.M., Spokane County, Washington. fT/\T1A1/ A /1/\1[Tr\TT • TT/11L♦ •\rT TT7%1 t . 1he license is revocable at will and mn-assignable and does not exclude possession, either wholly or partially by the County of the premises subject to the license. The privilege given herein is not exclusive aad the County reserves the right at any dme to grant other or similar privileges to use and occupy the premises. SECTION 3- LEASEHOLD EXCISE TAX The Liceffiee hereby acknowledges to the extent that this license is subject to the "Leasehold Excise Tax" as set forth in Chapter 82.29A RCW as now or hereafter amended the same shall promptly be paid by the Licensee. SECTION 4- COMPLIANCE WITH LAWS The Ucensee shall oomply with and abide by ALL federal, state, county, municipal and other statutes, codes, laws and regulations effecting the prenuses, including but not limited to the Spokane County Zoning Codes. SECTION 5- MAINTENANCE OF RECORDS The Licensee shall make available to the County or the Washington State Aud.itor or their duly authorized representatives, at any ti.me during their nsormal operating hours, all records, books or pertinent informadon which the Iicensee stiall have kept in conjunction with this agreement and which the County may be required by law to include or make part of its auditing procedures, an audit trail or which may be required for the purpose of funding the services contracted for herein. SECTION 6 - MODIFICATION No modification or amendment to this agreement shall be valid until the same is reduced to writing and executed with the same formalides as dus present agreement. SECTION 7 - VENUE STIPULATION This agreement has and shall be constructed as having been made and delivered in the State of Washington, and the laws of the State of Washington shall be applicable to its construction and enforcement. Any action at law, suit in equity or judicial proceeding for the enforcement of this agreement of any provision hereto shall be instituted only in the courts of competent jurisdiction within Spokane County, Washington. SECTIOIV 8 - WAIVER No offiicer, employee, agent or otherwise of the County, has the power, right or authority Lo waive any of the conclitions or provisions to this agreement. No waiver of any breach of this agreement shall be held to be a waiver of arry other or subsequent breach. All remedies afforded in this agreement or at law shall be taken and constructed as cumulative, that is, in addition to every other remedy provided herein or by law. Failure of the County to enforce at any time any of the provisions of this agreement or to require at any dme performance by the Licensee of any provision hereof, shaU in no way be construed tn be a waiver of such provisions, nor in any way affect the validity of this agreement or any part hereof, or the right of the County to hereafter enforce each and every such provision. SECTION 9 - LIABII.ITY ~ . sEcTloN lo - NoTrcEs AU notices calleci for or proviJed for in this agreement shall be in writing anci must be served on any of the parties eittier personally or by certifieJ niail sent tu tlhe parties at their respective aclclresses hereinabove given. Notices sent by certZfieAl. mdil sha!l be cleenied serveLi -when-depossted in 1tie i):iiled Sta.es niail; pestage pr.-paiJ. SECT[ON D 1 - 1iEAUINGS 7'he arlicle heaclinbs in lliis agrecmeiit have been insertecl sulvly fur tlie Nurpuse uf convenience and ready reference. In no way clo il-iey purpurt tu, anJ sliall nut be aeemecl lu, cletine, timit or extend U1e scope or intent of the articles to which Ihc:y appertain. SCC"1'ION 12 - ALL WRI"1~INGS CON"1'AINED MEREIN This agrt;ement cuntains all ttie terms and conditions agreed upon by the parties. No t)ther understandings, oral or odierwise, rebarcling iJie subjc:ct inatler ut lliis agrecment shall Ue elec;mecl tu exist ur to binJ any of tlie parties hereto. Ttie l-icensee tias read and uncltrstaiicls all of tliis agreement, ancl now states tliat nu representation, proniise, ur agreenient not expcessecl in this agreenient has becn itiiade, to incJuce the I.icensee to execute the same. IN WITNESS WHEREOh, 1he parlies heretu have causul this agreenient to be executed on the day anel year first set forth above. BOARD nh COUN'FY COMMISSIONERS OF SPOKANE COL1N'.('Y, WASHINGTON D. E. Chilberg, Chairman Pliil Narris Steven J. liassun AT7'EST: WILLIAM E. DONAIJUE Clc;rk of lhe Boarcl • v r , r • ~ ..r • ~ ~ ~ ~ ~ . tn. _ l a ~~d- JY14~ ~~i~ ► r^1 , ' . . ' • ~ ~ ~ 6~ ~ ~ ~ ~(a,Y n1~ . • • ~ ~ , ~ . 1~ ~s V a N 1~ ,.'~~.s 1 y ~ ~ ~ . ~S~ , ~J~ I ~e0 ~i1 . . ~ . ~ . ° ~ r: ' . ~ ~ ~ , ~ 1., ~ . ' • ~ 4 ~ . n I ( . ~ t • ~ ~ ~ ~ ~1 "f y ~ , ~ ~ ~Q R • ~ 1 . ~ ~,$L : . ~ ~ ~ i dl Y':~• i ~ 1 • " ~ . ~1~~+. . ~ 1 • ~ ' ~ ~ ; , ' ~ 4 ; ~ a o ! 1;••"' ~ , ; ' ' ' ' r~,~;; f • J ~ ~ 0 ~ P~f> '~j?' 1 ~ I f~ • ' '~i't~,~ ~ Ll"~` ~ r Q I ~•.rj / ~ a' •~,Q~i,lv !~y . ~ , ; N ~ ~ ~~,s, o1 ~ ~I. q~ ~ N~~~• J`.d^~ry~ ~ ,~'~14~ •~~1 R ~ ~ , r' ~ . I ~ I ~ t to ~ w~'~ ~ ~ ~Y ' e~~ ~ ' 1 ` • ~ ~ ~ i t'~,`+~µ ►.i1`~ ' ~ ` ~ N ~ wt q ~ •'Z, e X : + ♦ t ; th i. l~ 4 y ~~Z<< #e}~ t~''~ C4~„«.. , itl . ~ • ~ ► ~Z;,l~',~ ' ~ i, ~ ~ •••~1' ~ .1, ~ rL , f 4f ~ ~ I ~ `.fMM~ I ' {L➢ , ~dl~ y ~~yJ ! ~ J L ~ y ~ ' ~ ♦ r ~ r ~ , ~ « ~ . , ~ i9 ~ , ~ , t~ : ; ~ •r"i;~: ~ IU~, : „ ~l - --V ,J t0 x ~ yT'' ~ ~ J•l~ ` 1 1. . M ~~S i ~ 1 ~~y ` ~ '`y~ •4~ ♦ ~ ~ ' ~ ~4 ~ • ~ W ~ • ~ Ul F ~y~ ' . • . • ? N . ~ , ~ ' SA, . ~ • • ~ • • ~~~t ' t1 ~ ~ ~~h ~y . ' ~ ~ ~ ~ ' ♦ ~ ~ 1 • ~ ' . ~ Ul ~r~~s • ~ 1 )y ~ ,I ' ~ N~_~~~ 1 ~ ~ t , . M •y' ~tis 1 Pf ~ ~ ' , ;~,i;~ % •h ~ . ~ ►n 1 . i ~ . ~ tw\ V a' J~ t~ ~jt h ~ t t~~ ~~r ~ N M ti r 7• ''lr y~ ~ / "y ~ 4 " ~ } ! • ~J ' ~ IV , 0 - > > - - - -~~-~r _ - - ac-r z oN: S scReEN: ANFo uSEF~ ~ ~ : INn ~SSEr~OR, sINFaRM; I- ION r.}ATA sc~EEN lJ -;r IJfl .6i~?iJ .L laT .4 1.~ly L .6 T R°' 9t~ i'tlJLL"' R{~. ~~r'IR(~. .s~.- 5+..l2i.~r~ n IC) (IWNC:R 2 S Z A Ec0 -I-T r:, E H 2 F TEL.D Ft GG]; > a 0 t_) 3 6 8 ClF, S7" REE: T i C? j. ? I z E : F' R A ta tJ E AVE 2 At~~: G a r^-~ lU I3 wt ~`t fwi ~"1 f:~ 1=: iV F~ t~ ~i E5 1,1 f~ ca c? :l Y rt C, T l•' : S'1- A'i- nA X 2 E X rlPnSC2A E" X iviD ; S TL.1~'a' 4 19 1 Ca:? E ai='R FiCiLJE AVE 2 ATJDC1 ti fti SASS: Y ADI7FiE aa 2 GRE TAX I7I Sl"F. SCTa TDIA.t;yC3 T f='ROPa 0000 L_EC.;Rk.... p CaOF:BIra ADD GFNAC~'-~S EXC S25F= T 1_4 B.r-21 As ri -r ~ TOTAL M=::-r-LD cLS-LD Bf_DCa-- I oTHER OiR rtE-rHOD 130c~ ~ ~BTA: A f= INA!_ Fl SI"II'T' : 1.2-1 n221 C> t~ 25y100 c~~ 9-z, 600 1 i> c--y N $ t= X i= M F` "F :C Q IV.a a 30,1 036 ~ 7 Ig~~~LE; 160 SAL_E-.- 1r. : DATE- r. r~ST: 7-RANo r'Rz c;E: SAi.._E-- DATE z 1\1 5-r ~ -rRAN: PRz CE; ~ ~t w A B~~~.._.._ S ES., :t ~il~l i h f. C: A ; c~~ ! ~~4 11 ~ k•~ v+~ 1 l~ ' + E f S P O K A N E O U N' 7' Y OFFICE OF THE COUNTY ENGINEER • A DMSION OF THE PUBLIC WORKS DEPARTMENT Ronald C. Hormann, P.E., County Engineer Dennis M. Scott, P.E., Director December 13, 1994 CERTIFIED MAIL - RETURN RECEIPT REQUESTED E. H. Szabo 19102 East Sprague Avenue Spokane, WA 99016-9654 Dear Mr. Szabo: RE: Shed Encroachment Assessors Parcel No.: 55202.0103 Short Plat 877-93 RF No.: 2291 Per a previous memo sent to you, there is a shed which appears to belong to Lot 4, Block 21, Corbin Addirion to Greenacres; this shed is encroaching County Right of Way. Please call me to discuss between 7:00 to 9:30 am, Monday through Friday at 324-3419. you, ack Bosch Right of Way Agent ro fw ay/jackbosh/s2abo/km ~ 1026 W. Broadivay Ave. • Spokane, WA 99260-0170 •(509) 456-3600 'AFAX: (509) 324-3478 TDD: (509) 324-3166 ' - ~ I I ~ I I ~ • 2~i/- o'~~• e . ' ! /l-~.v,-. l.~J`~~ ~ U~%v~-~L. 1~`~-y ~C4,A-,) t . ~ I' l. I ~ ~ , i~ ~ ~ ( P' , ~ ~ ~ ~ . . i • 'l: ~ , j ! " tt: , ` ' ~ • O S P O K A ~T E o.,`~= C O U N T Y r. OFFlCE OF THE COUtNTY ENGNEER • A D[VISION OF THE PUBLIC WORKS DEPARTVtE~~lT Ronald C. Hormann, P.E., County Engineer Dennis M. Scoct, P.E., Director December 28, 1994 E. H. Szabo 19102 East S prague Avenue Greenacres, WA 99016-9654 Dear Mr. Szabo RE: Shed Encroachment -Assessors Parcel No.: 55202.0103 Short Plat 377-93 - RF N0.: 2291 In order for you to temporarily retain your storage shed on County right of way you must znter into a License Agreement with Spokane County. The main puroose of the i.icense Agreement is to hold the County harmless from ail liabiiity, loss, damage, -tc., as deined in paragraph nine (9) of the agreement. Please sign on the third page where indicated and return the document with a check payable to Spokane Coumy for ten dollars, ($10.00) to :ny attention. The flgreement will then be presented to the Board of County Commissioners for their approval or rejecnon. In the case of the Commissioners rejection, vou wiil ue asked to remove the sneti irom the County right ot way. Sincerelv ~ ~ . , v., 7ack Bosch Right of Way Agent 1026W. Broadway Ave. • Spoicane, WA 99260-01i-0• 1509) 456-3600 FA\: (0509) 324-3478 TDD: (509) 32Y-3166 ~ . ; . +A-wt Al , _ . . e. ~ ~ . . E oc3w za.~ ~ i ^4 { J a l~ ~ l, i ~ - -7 . ~ . ~ . - . » # , • - r I 27 SECTION 9 - LIP~BILITY Use of the premises under this agreement will be entirely at the Licenaee' s own riak and the Licensee expressly agreee to indemnify and hold harmlesa Sgokane County and a3.1 its vff icers, agents, emplvyees or other°wise, from any and al1 iiaba.lity, losa ar damage that they may suffer aa a regult of claa,rns, demandsr actions, damages or #,njuries of every kind cr nature whataoever by ar to any and all persons ar graperty ar judgments against them which result from, arise out of, or are zn an} way coan-ected with the use of the premises by the Licensee under the terms of this agreement. The Licensee will provide Spokane Gounty with a capy of the liabiZity policy . and annual update, iflcluciing paid receigt, nami.ng Spokane Catsnty as tMe additional insured on the property. Licensee agrees tv pay for any damage to fence at their own personal cast. • SECTIOI%1 14 NaTICES All noticee called for or pravided far in this agreemeflt shall lae in writing and must be served- an any of the partie$ efther personal1y or by ceztifieci mai,1 sent to the parties at their ac~spective ar3dresses heseinabowe given. Notices sent by certified rnail $hall be deemed served when deposited in the United States rnail, p{J$taC]E3 prep$ldr S~','CT~~N 11 - H~'.~~NGS The article headings f,n this agreement have been inserted solely for the purpose of convenience anci ready reference. In no way do they purport to, and shall not ,be deemed to, define, 1imit or extead the scoge vr intent of the artic3es to which they appertain, , . ~ I SECTION 12 - AL L WRITINGS CONTAINED HEREIN This agreement cantains all the terms anc3 conditions, agreed upon by the parties. No rther understandingsr ora1 ar otherwise, regarding the subject rnatter of this agreement shall he deemed to exist or to bind any af, the garties hereto. The Licensee has read and understands all of this agreement, and now states that na representation, promise, or agreement not, expressed in this agreement has been made to znduce the Li,censee to execute the same. IN WITNESS WF3EREOF, the part$es hereto have caused this aqreement to be executed an the day and year first set,forth abvve. - BOARM OF COUNTY. ~G6MMI5SI01+]ERS • OF. SPOKANE COUNTY.. WASHINGTON eV_?009e!::> _ . . . . . , . . : _ . ~ , _ • , ~ RM INSURANCE COMPANIES ~4~'~'•b - _ - - REN~WA C IF ~ . _ - . _ , .t. State~ Farm Fire and Casualty Company d•r 'y. T.ll'. Mi 1 INft1R~M~~ 4600, 25th Avenue North East ` S'alerri, OR 97313-1000 Y HOMEOWNERS EXTRA FORM POLICY ' ' • ~ • ~ • • . > . j... . • • • • ~ ~47=gg-p487-7. _ - , JUN 05 1995 TO JUN 05 1996 , , . ; , _ ~ , PAID BY.SPECIFIED. PART~Y' Coverages, and, Lim its , r., - i ' ~ : • • _ . B-2405-36 F --Section I , - . _ . .t. , SPOKANE COUNTY ENGINEERS A Dwelling • _ ' . $131; 300 ATTN JAN I S R/W DEPT Dwelling Extension ' -13 130 -W 1026 BROADWAY AVE B Personal Prope~ ~ 989475 S P O K A N E W A 9 9 2 6 0- 2 0 5 0 C Loss of Use Actual Loss Sustai ned Deductibles - Section I . . All Losses 250 Insured: CORDER, EDWARD C& SALLY A Lccation: E 720 GREC1`JLEAF DR - - - - - - SPOKANE WA 99208-9538 . Section II . . L Personal Liability . 1001000 ' • - , ' , Damage to Property of Others 500 _ - Mortgagee: BANK OF AMERICA_NT & SA M Medical Payments to Others ; . 11000 -:Loen, No: 5766443~~~'~y~.~ y:'"';:,.a ; (Each Person) ~ ~ . '.fAdd Ins: SPOKANE' COUNTY' ENGINEERS~ 1 ` Forrns Opt ona, an En orsements ~ Ext Fo 925 Jewel,ry and Furs, ,500 000 OPT0JF F- E:r, 72986- AnnuatPremiurrr•. $352.; ""r • Waehingto Amenda#ory Endo~^se ~~A~ddifi n81~lsured OP. 4~ Buildin~OrclinanaeorLaw Cov F -7570:1 ~.y~"S~"~~.;~..~ 9 .~.k . . •~~.~-.~--;.,t Preinium Reductioris.'` z -;1~~' • ` Your premium has already been reduced ' ~':i: . m ' • - by'the following: - . : ' -3 ' ~ . .K t ; t . : " . . . Home Alert Discount Included . Renewal Discount 6+ Years 36 . 00 _ Inflation Coverage Index: 122.6 This policy does not provide earthquake coverage. If you are interested in obtaining earthquake coverage, please contact your State Farm agent for more information conceming the coverage and eligibility criteria. - Policy includes Extra Replacement Gost Coverage on your dwelling and Replacement Cost on Contents. . 6vw Gae~wpev. Seereversesideforimportantinformation. P/ease keep this part for your record. ~ MANDICK~,GREG K7r5eb gen t %p.ho,ne (5,,,~09}~326;2065'~ v :.c'~~:t _ . . - • • Prepared ' APR 21' 1.995 ~`r r: ~ ~ ~ YY ~~T 1 T .1R~7 ~T e77 ' - .l~ ~ J ~ a 1 A - - - • , _ • - t . _ _ ; . . ^ -3T~- ' wH~AS:R S -the Boarc~ of-Co~t~j Cc~rnrnissioners of spakane- Co~n~ ; . - ~ • . _ . . ~ pursuant .tv_' tlhe- provisions of the .Revised Code of Washington,, - • - , w has the care of County property and the managemerat of Cvunty f unds and business ; and , WHEREAS,f the `Board of Caunty Corrntiassioners is the awner of certain real prqperty,which th~ Licensee desires ta use a-s a bulk fertil-izer 'bunker; NDW, THEREFORE,::for and i-n consideration of the mutual promises set f.orth .he,reinafter_, the Parties do rnutually agrea as f a 1lows Section `l ; - - :PS.TRPOSE .AND TERM . - - -Seginning 1988, the ~ounty hereby grants to Licensee a license cr a per_iad of ten (10) years to use the f ollowing described ~~al property, rhereinaf ter -referred to as the „P,remises"., located in the North Half of the Southwest Quarter of Section _27, Township 22 N., Range 45 E , W , M , Spokane Countyf Wash.zngt~n,, for -t-he purgvse of a bulk fertilizer bun.ker and loadirtg : Beginning at a point 30 feet right of the centerline of Truax Road at EngineerTs Station 219~30, cantinue to a pvint '].ying 1 90 ) f eet in a southeas~~rly direction pa,rallel to Truax Raad, turn 90` right ta asouthwester- ly direction to a point 95(+) feet distant; thence nartherly agproxirnately 211, feet to the Point of Beg,inning,. 5ection 2: CONSIDERATI~N For and -in consideration of the privilege to use the Premises for a bulk fertilzzear bunker and loading, the Licensee shall pay the County $50 . 00 per year, payable on execution of thzs License . Agreement arrd each year thereafter vn the anniversary date of the executian of this Agreement. This License is revakable at will and is nan-assignable. It does nat exclude possessionr either wholly or partially by the County, of the Prernises subject ta the License. Section 3: UTILITIES The Li.censee shall arrange and gay for all uti~ities furnished to the Pgemises, The Licensee shall maintain the Fremises in gocad repair at its own expense. An~ signs placed by Licensee on the Premises sball be subject to app~o-val kay the County. Section 4: INS[TRANCE . Licensee shall carry combined public liability and property darnage insurance a.n the amount of $ 5 00, 0O0, The County shall be IR1.- ~Y? .Ufr.. ~L . . . . . Pil,CE 492 named as an additional- named insured in said policy. A cer- tificate evidencing such insurance coverage shall be provided to the County upon execution of this Agreement. Section 5: LIABILITY Use of the Premises under this Agreement shall be entirely at the Licensee's own risk. Licensee expressly agrees to indemnify and hold harmless Spokane County and all its officers, agents, employees or otherwise, from any and all liability, loss or damage that they may suffer as a result of claims, demands, actions, damages* or injuries of every kind or nature whatsoever by or to any and all persons or property or judgments against them which result from, arise out of, or are in any way connected with the use of the Premises by the Licensee. Section 6: MAINTENANCE OF RECORDS The Licensee shall make available to the County or the Washington State Auditor, or their duly authorized representa- tives, at any time during their normal operating hours, all records, books or pertinent information which the Licensee shall have kept in conjunction with this Agreement, and which the County may be required by law to make part of its auditing procedures, an audit trail, or which may be required for the purpose of funding the services contracted for herein. Section 7: COMPLIANCE WITH LAWS - - The Parties hereto specifically agree to observe all federal, state and local laws, ordinances and regulations, including, but not necessarily limited to, chapter 49.60 RCW, to the extent that they may have any-bearing on either providing any money under the terms of this Agreement or the services actually provided under the terms of this Agreement. Section 8: VENUE STIPULATION This Agreement has and shall be construed as having been made and delivered in the State of Washington, and the laws of the State of Washington shall be applicable to its construction and enforcement. Any action at law, suit: in equity or judicial proceeding for the enforcement. of this Agreement or any provision - hereto shall be, instituted only in courts of competent jurisdic- tion within Spokane County., Washington. t Section 9: WAIVER ~ No officer, employee,, agent or otherwise of the County has the power, right or• authority to waive any of the conditions or ~ . provisions to this Agreement. No waiver of any breach of this . ~ Agreement shall be held to be a waiver, of any other or subsequent ~ breach. All remedies af f orded. in this Agreement or at law shall ; , be taken and construed as cumulative, that is, in addition to every other remedy provided herein or by law. Failure of the . County to enforce at anx time any of the provisions of - this Agreement'or to require at any, time performance by the Licensee ' . .w-of an y provision hereof shall in no way be construed to be a " . a y Wa1'VP_Y' ''nf Ctlc-h mt^nvi ci nnc nnr• i n anv wav affemni- f-'Hc ~~al i~i tv nf • c . : Kobylus Short Plat SP-877-93 . Engineering and Stormwater Management Plan - August 18, 1994 - OFFICIAL pU6LfC OOCUfv1ENT SPOIrANE COUNTY ENG~NEER'S OFFiCE ~ u R G Ai PROJECT # SUBMITTAL RETURN TO COUNTY ENGINE-tR : ~gD A. ST G~ oF wASh~ ~ . y , +t~ ° - - Prepared by: Richard A. Stager, P. E. ~17551 N. A. Degerstrom, Inc. ls~~ North 3303 Sullivan Road srpNA~L~G s Spokane, WA 99216 EX:.,IRtS 10/1 S/gy i (509) 928-3333 1 . 4vl5~ q Ii 9~6)q PL.E.4Srr s U 6m \-T cop iE,. ~ U&a 9 '00 43:57 PAGE.001 . ~ ~ . pROPERTY LEGAL DESCRIPTION LoLs 5 and 6 in Block 21 of CORBIH ADflITZON TO GREENACRES, as per plat Lherof recoraed in Voiume 'S' of Plats. Page 30; EXCEPT the Hest 162.62 feet of the North 304.05 feet of Lot 6 . and EXCEPT the East 165 feet of Lot 5 and E%C£PT the NortA • 304 f eet og Lot 5 lying Hest.of the East 165 feet ot Lot 5 and EXCEPT the South 21 feet of the NortR 304 feet of the - East 10 feet• of Lot 6 and E%CEPT tne South 25 feet; SfLuate in the County of Spokane, State of WasAington. t ~ . , L . , t Kobylus Short P1at #SF-877-93 Page Z Stormwater rnanagement pxan,, August 1$, 1994 - Cieneral situatian conclusions According ta USGS topography (Figure 1) of the general area around the proposed develapmeni, the land drains in a narthwesterly direction without any vve1l-defined channels. Field observation confirrns the lack of defined chaanels and gives little or na evidence that sigriificant drainage is crossing 4th Ave. inzo the development at the present time. On the other hand, zt is not obvious that 4th Ave. is effectiveiy intercepting drainage comxng from ttie south, - either. A Iow ridge line can be seen runna.n~ ~n an east-west direction approximately where 6th - ar 7th avenue would be. Thts ridge de€ines the southern limit af the watershed contrrbuting to - ppteIlt1a1 TL1n0~~ ~ough the deVeLQpIIlent aI1d SurTol1I7d1.I1g YaTId. The proposed d,evelapraent is present1y covered with indigenous grassy vegetation which according to Table 1 0f the Caunty Stormwater guidelines has a runoff coeffYCient of about 0.25 to 0.30 (meadowlpasture 1arrd, 2% slope). Following develapment, the property wi1Y have a DU1GA of abaut 1.07, which carries arunoff coefficient of about 0.20 (Guidelines, Table 1). Since deveiopment wili noi materially change the overland character of drainage through the property, it is evide-nt frorn the coefficients that the averall quantity of runoff leaving the area wrll not be increased as a result of development. Hawever, overland d.rainage comm~ ~from the proposed d,evelopment and adjacent properry will be i,ntercepted by the proposed access road in the right-of way cozridor of 2nd ~ Ave. A.nalysis using the Technieal Re1ease 55 (U. S. Soi1 Conservatian Service) methad predicts that a 50-year peak $low of 4 cfs will be intercepted by the access road in this proposal. The pealc 2 cfs of this #lvw wi11 be stored in the dxtch lin~ along the south edge of the prapased access road for eventual unf'i1tratioM in 2 Type Bdrywells. Kobylus Short Plat #SP-877-93 Page 2 Stormwater management plan, August 18, 1994 Description of existing propertv Together, tracts "A" through "D" occupy approximately 3.73 acres of flat-lying fallow land (Figure 2). Overall, the property slopes downward in a north-northwesterly direction at average gradient of about 2%. Maximum slopes of about 3% occur near the center of the plat and minimum slopes of around 1% occur in the northwest corner of tract "C" . The property currently is covered with knee-high native grasses and weeds, shows no evidence of surface erosion, and neither contains nor is near an obvious drainage course. : Fourth Avenue, which borders the plat to the south, is currently paved to a width of : about 20 feet. It appears that an abandoned, mostly filled-in, concrete-lined irrigation ditch ~ serves as a ditch for 4th along the south edge of the plat. There are no culverts across 4th in the vicuuty of the proposed development and it appears that runoff does not cross from the south side of 4th in any significant quantity. Second Avenue, which will eventually border the plat to the north, approaches the plat from the west and is currently paved to within about 650 feet of the west edge of the plat. The paved cross-section is 40 feet wide with Type "A" curbing on both sides. The proposed access road in the right-of-way of 2nd crosses a variety of fenced undeveloped and pastured lots. Proceeding eastward from the end of the existing pavement, the existing ground slopes upward at an average of about 0.3 % to the west edge of tract " D " where it begins to steepen to about 0.8%. Descrintion of planned and future development The plat is zoned for one single family dwelling per tract. In keeping with the zoning, the tracts are expected to be developed with a mixture of lawns, gardens, .landscaping, and possibly corrals, not to mention housing, driveways, patios, sidewalks, and out-buildings. At present, no improvements are expected to be made in 4th Avenue except for driveway approaches for tracts "A" and "B" and widening the north half of the right-of-way from 20 feet to 30 feet along the south edge of the plat. Whenever 4th is improved, it is expected that the . paving will be at least 40 feet wide with curbs along both edges. The proposed development includes an access road in the right-of-way of 2nd Avenue. The access road will be paved to a width of 16 feet and will extend approximately 900 feet east from the end of the existing pavement to serve tracts "C" and "D" of the plat and provide a tum-around for fire trucks. A plan/profile sheet of the proposed access road is included with this report and a printout of proposed grade control information is included as appendix B. At some future time, it is assumed that 2nd will be curbed and paved. Although it lies in a 50 foot right-of-way, it is likely that it will be paved to a width of 36 feet according to current county standards. . - Kobylus Short Plat #SP-877-93 Page 3 Stormwater management plan, August 18, 1994 Runoff qualitv control measures The proposed access road is designed to be incorporated into a future RID in which 2nd Avenue would be widened to 36 or 40 feet (the existing paved portion of 2nd is 40 ft. wide). A centerline profile has been designed for the future full width configuration of 2nd and it has been assumed that the future road would have a standard 2% crown section. Based on this assumption and profile, the first 500 ft. of the access road, being on the north side of the crown, slopes all to the north. The last 200 ft of the access road similarly slopes all to the south. The jog in the access road crosses from one side of the crown to the other. : Typical sections of the proposed access road as described in the preceding paragraph may be seen on the plan/profile drawing accompanying this report. The 16 foot wide proposed access road will require grassed percolation area storage of about 600 cubic feet (900 x 16 x 0.5 x 1/12). The swale as detailed will hold about 4.5 cubic feet per linear foot of swale at a depth of 6 inches. Based on this design, at least 134 linear feet (600/4.5) of swale is required to accommodate the present access road. The submitted plan has a net total of about 640 linear feet available. Since one linear foot of swale will accommodate the runoff from about 6.75 feet of road, it can be seen that the current plan has ample swale capacity. Additional 208 capacity which is contributed by the storage ditches has not been considered in this analysis. The plan does not include driveways which will have to be added in the future. A 20' wide driveway is estimated to contribute about 25 cubic feet of additional runoff (20 x 30 x 0.5 - x 1/12) to the 208 system. The driveway also fills about 23 linear feet of swale which would have received 15.33 cubic feet of runoff from the road. The result is that for every 20 foot wide . driveway, at least 10.5 feet of uninterrupted swale is required immediately downstream to provide sufficient treatment capacity [(25 + 15.33)/(4.5 -.67)] . The submitted design has the capaciry for at least 19 such driveways [640/(23 + 10.5)]. In order to develop full capaciry, the swales are constructed in a series of horizontal steps . with check berms separating one step from the next. . Kobylus Short Plat #SP-877-93 Page 4 Stormwater management plan, August 18, 1994 Calculation of peak runoff Because the access road in the right-of-way corridor of 2nd Ave. intercepts about 900 feet of overland drainage between 6th or 7th and 2nd, approxunately 31 acres of watershed are affected by the proposed development. The USGS map (Figure 1) indicates the general direction of drainage to be about N15W resulting in a hydraulic length of about 2340 feet through ttus area (1440'/cos15 + 850'). The area under consideration was divided into three sub-areas for analysis by TR 55. . Tbese sub-areas are outlined on Figure 1 and are named in the analysis as follows: "Upper", the most southerly sub-area consisting of grassland; "Middle", the central sub-area with the highest density of buildings; and, "Lower", the most northerly sub-area which is primarily used as pasture or fallow, but with some housing expected upon development. The SCS soil classification for the entire area is GgA (Figure 3), or Garrison Gravelly Loam, which is a type "B" soil. Appendix A contains the output from the SCS TR 55 computer program, including input parameters. The procedure in the Spokane County Stormwater Management Guidelines which was in effect prior to 1/ 1/93 was also used to compare with the results of TR 55. A summary of this procedure, which checked well with TR 55 is also included in Appendix A. A plot of the hydrograph based on the results TR 55 analysis is included as Figure 4. ' The area under this curve above a maximum outflow rate of 2 cfs indicates a need for about ~ 1685 cf of storage. As can be seen from the profile portion of the plan/profile drawing accompanying this report, approximately 2112 cf of storage are available in the ditch along the south side of the proposed access road between station 10+00 and 16+00. This does not include the adclitional storage provided by the 208 swales. ~ G~o~o~ ►JG -t NE Eau.as~D ~ ~,u.v~~tos.i,S "TNE S ►aQAG.~ • ~~J~ DEO 1S ~~T AL~EZJU'4'Tb . pl -1~P~1 ~ O~ MC7ZE S't~4E e) ~ A►J o; N~~ 'C`l PF. ~ Co vmTY cAczuLA-- io.%js A-c.Wr~ 4). P2-wil* Ma N_- D t Tz4 Qo-rro M WIDT}1 To yFT I{ I s IN CW S,r. s AVA I c.g u STb &A C-4. VoL-vAi jE `N A6 o U7' 3700 Cv. F77- TR - 5 5 CURV" NUMBER COMPU"I'AT iON V~`RS 70N 1.11 - P_oject . Kobylus Short Plat SP-877-93 User: Rich Date: 07-OS-94 County . SpoKGne Statz: WA C::-- ckzd: Dacz: Sabc?tlz: Subarea : i3pper Hydrolog~c Soil Grcuc COVER DESCRIPTION A_ B C D Acres (CN) OTHER AGRjCULTUR.AL LANDS Pasiure, grass?and or range good - 12.0(61) - - . Total Arza (by Hydrologic Soil Group) 12 St3BAREA: Upper TOTP_L DRAINAGE AREA: 12 Acres WEIGHTED CURVE NL~'3ER:61 : - , ~ ~ J, TR-55 CURV£ NUMBER COMPUTATION VERSTON 1.11 Project : Kobyl-ss Short Plat SP-877-93 User: R4~.ch Date: 07-05-94 County . Spokane Statz: jr1A Checked: Date: Subtitle: Subarea . Middle Hydrolocic Soil GroLc COVER DESCRIPTZON A B C D Acres (CN) FULLY DEVELOPED iJRBP1V AREAS (Veg Estab. ) Residential disc=icts Avg % imperv . ~ (by average lot size) . 1 acre 20 - 9.6(68) - - Total Area (by Hydrologic Soil Group) 9.6 SJBAREA: Middle TOT?L DFcAINA.GE AREP_: 9.6 Acres wEIG~_'I'ED CURVE NUMBLR:68 . ~ , ' TR - 5 5 CURVE NtJMBER COMPUTAT I ON VERS =0N 1. 1_ , P=oject . Koby'_us Short P?at SP-877-93 User: Rjch DaLe: 07-05-94 County : SpokGne SL-ate: WA Checked: Date: Subcitle: Subar--a : Lowe= Hydroiogic Soil GrouD COVER DESCRIPTION A B C D Acr=s (C'N) FULLY DEVELOPED URBAN AREAS (Veg Estab.) Residential districts Avg o imperv (by average lot si-ze) 2 acre 12 - 9.8(6.5) - - Total Area (by Hydrologic Soil Group) 9.8 SL'BA.REA: Lower TOTA.L DRAIVP.GE AREA: 9.8 Acres WEIGrTED CURVE NU'143:r_R:65 TR-55 Tc and Tt THRU SUBAREA COMPUTATION VERST-CN l.l_ Project : Kobylus Short Plat SP-877-93 User: Rich Date: 07-05-94 County : SpokGr_e Statz :WA Checkea : Date : SLbt?t12: Subar-ea #1 - Upper Flaw Type 2 ye3r Lzngth Slcpe Sur::ace n Area Wp Veloc_7-y Time rain (tt) (ft/ft) code (sq/ft) (ft) (ft/szc) (hr) Sheet 1.4 J-----300------ -031----~f 0.727 Shallow Concent'd 470 .031 u 0.046 Time of Concentration = 0.77* . . Subarea #2 - Middle • ~ Flow Type 2 year Length Slope Surface n Area Wp Velocity Time - , . . rain (ft) (ft/ft) code (sq/ft) (ft) (ft/sec) (hr) ~ Sheet 1.4 'J 100 .031 b ~ 0.086 Shallow Concent'd 350 .031 u , 0.034 . Time of Concentration = 0.I2* Shallow Concent'd 450 .031 u 0.0aa Travel Time = 0.04* Subarea #3 - Lower Flow Type 2 year Length Slope Surface n Area Wp Velocity Timz rain (ft) (ft/ft) code (sq/ft) (ft) (ft/sec) (hr) Sheet 1.4 150 .031 b 0.119 Shallow Concent'd 310 .031 u 0.030 Open Channel 450 1.0 0.125 ~ ~ ' Time of Concentration = 0.27* . . . Shallow Concent' d 460 .031 u 0.045 Open Channel 450 1.0 0.125 Travel Time = 0.17* . ; Sheet Flow Surface Codes . A Smooth Surface F Grass, Dense Shallow Concentrated B Fallow (No Res.) G Grass, Burmuda Surface Codes C Cultivated < 20 o Res. H Woods, Light P Paved D Cultivated > 20 o Res. I Woods, Dense U Unpaved E Grass-Range, Short Generated for use by TA3ULAR method . 'TR-55 TABL3LAR DISCZ?ARGE METHOD VERSICN 1.11 Projecc . Kobyl-us Short Plat SP-877-93 User: Rich Date. Q7-05-94 Ccunty . SpekG .e State : jriA Checkzd : Date : Subtit« : Total watershed area: 0.049 sq mi Ra_n`all typ--: II Frequency: 50 years Subareas Upper Middle Lower Area(sg mi) 0.02* 0.02* 0.02* Rainfaf'_ (in) 2.4 2.4 2.4 Curve number 61* 68* 65* Runoff (in) 0.17 0.35 0.26 Tc (hrs) 0.77* 4.12* 0.27* (Used) 0.75 4.10 0.30 TimeToOutlet 0.21* 0.17* 0.00 (Used) 0.20 0.20 0.00 _ Ia/P 0.53 0.39 0.45 ' . . (Uszd) 0.50 0.39 0.45 Time Tocal Subarea Contribution to Total Flow (cf s) (hr) Flow Upver Middle Lower 11.0 0 0 0 0 11.3 0 0 Q 0 11.6 0 0 0 0 11.9 0 0 0 0 - 12.0 0 0 0 0 ' 12.1 a, o 0 0 12.2 2 0 1 1P 12.3 4P 0 3P 1 12.4 3 0 2 1 12.5 3 0 2 1 12.6 2 0 1 1 12.7 2 0 1 1 , 12.8 2 0 1 1 . 13.0 2 1P 1 0 13.2 1 1 0 0 . • 13.4 0 0 0 0 ' 13.6 0 0 0 0 13.8 0 0 0 0 14.0 0 0 0 0 14.3 0 0 0 0 ' 14.6 0 0 0 0 15.0 0 0 0 0 15.5 0 0 0 0 16.0 0 0 0 0 16.5 0 0 0 0 17.0 0 0 0 0 17.5 0 0 0 0 18.0 0 0 0 0 19.0 0 0 0 0 20.0 0 0 0 0 22.0 o a o 0 26.0 0 0 0 0 SYst~m routines aluetsl pr°~1de * - _ P°ak ~low P . . ~ I Kobylus Short Plat #SP-877-93 Calculation of Peak Runoff Spokane County Stonnwater Guidelines, pre-Jan. 1/1993 method (TR 20) 1. Weighted CN: Sub-area Area, Acres CN Upper 12.0 61 Middle 9.6 68 Lower 9.8 65 - Wt'd total 31.4 64.4 P= 2.4 inches (50 yr/24 hr event, figure 4, sh 2/2) S= 1000/64.4 -10 = 5.53 EQ. 1, p 3-2 Q=[2.4 -(0.2 x 5.53)]A 2/[2.4 +(0.8 x 5.53)] = 0.245 in. EQ. 2, p 3-2 2. Hydraulic Length = 2340 If (p 4 of report) Equivalent area = 56 acres (figure 7) , 3. Moderate slope (3 peak rate = 32.5 cfs (figure 8, sh 2/3) . 4. Slope adjustment factor = 0.91 (table 9) Adjusted peak equivalent discharge = 0.91 x 32.5 = 29.6 cfs 5. 29.6 x(31.4/56) = 16.6 cfs/in 6. 16.6 x 0.245 = 4.1 cfs predicted peak discharge (TR 55 predicted 4 cfs) 10-Aug-94 Page 1 KOBYLUS SP-877-93 2nd Ave. extension profile grades. Standard cross section criteria: ~ Crown @ Centerline (CI) Cross-siope = 2 % Subgrade is 0.667 ft. below finished grade. Shoulder of new rd 16 ft. to right or left of centerline, typical Grade control data: Existing pvmt from 330.00 (C! 2nd @ approx. CI Barker) to 1000.00 Warp to fit exist. from 1000.00 to 1100.00 Finished Grade Station CI 20' Lt 20' Rt 900.00 48.1 47.7 47.7 \ 950.00 48.6 47.9 48.0 1--> Existing pavement 1000.00 48.6 48.0 48.4 / Subgrade Station CI 16' Lt CI 16' Lt 1050.00 48.80 48.40 (Approx.) 48.30 47.90 (Approx.) - Grade control data: - Tangent grade from 1100.00 to 1650.00 Controlling grade is 49.00 at 1100.00 Grade ahead is 0.3000 % Finished Grade Subgrade Station CI 16' Lt 16' Rt CI 16' Lt 16' Rt 1100.00 49.00 48.68 . 48.33 48.01 ~ 1150.00 49.15 48.83 48.48 48.16 - 1200.00 49.30 48.98 48.63 48.31 ~ 1250.00 49.45 49.13 48~.78 48.46 ~ 1300.00 49.60 49.28 48.93 48.61 1350.00 49.75 49.43 49.08 48.76 1400.00 49.90 49.58 49.23 48.91 1450.00 50.05 49.73 49.38 49.06 1498.65 50.20 49.88 49.53 49.21 1500.00 50.20 49.88 49.53 49.21 Shldr @ -10.86 , 5.29 -10.86 5.29 1550.00 50.35 50.13 50.24 49.68 49.47 49.58 Shldr @ -3.90 12.25 -3.90 12.25 1600.00 50.50 50.42 50.26 49.83 49.76 49.59 1641.35 50.62 50.30 49.96 49.64 ~ 1650.00 50.65 50.33 49.98 49.66 ' Grade control data: Vertical curve from 1650.00 to 1750.00 Length = 100.00 Station, VPI 1700.00 @ elev 50.80 10-Aug-94 Page 2 KOBYLUS SP-877-93 2nd Ave. extension profile grades. Elev, BVC 50.65 Elev, EVC 51.20 VC constant 2.500E-05 Finished Grade Subgrade Station CI 16' Rt Ci 16' Rt 1700.00 50.86 50.54 50.20 49.88 . Grade control data: Tangent grade from 1750.00 to 2000.00 Controlling grade is 51.20 at 1750.00 Grade ahead is 0.8000 % ' Finished Grade Subgrade Station C1 16' Rt CI 16' Rt 1750.00 51.20 50.88 50.53 50.21 1800.00 51.60 51.28 50.93 50.61 1850.00 52.00 51.68 51.33 51.01 1900.00 52.40 52.08 51.73 51.41 1950.00 52.80 52.48 52.13 51.81 2000.00 53.20 52.88 52.53 52.21 . ; I i . ; , - Kobyius 5P-877-93 Stormwarer Management P1an O"r' ; , * Q . ~ • • ' ~ - - ~ to a ~p ~ 1f ~ ~ ~ ~ • ■ r ~ . • t r * ~ ~ C~ ~ ~ ~ • r • ~ ~ ~ • ~ ~ j`~~_ y ~ G~ ' • * ~ i ~ ■ r ■ ~ LI ~ F ~ • • •;~ff.~~kl 1 • ~ ~ # ~ ' t ~ + 10 1 5' ` ■ y ~ . ,`1 * ~ s a ~ ~ I~ . . # ~ ■ ~ 1 k ~ , ~ ` ~ • i ■ i + r :f f, ■ ~ f ~ ~ * ~ ~ ~ - f '`5~ + ~ ■ # ~ ■ ~ Q ~ f r ~ ~ - • * ~t~► ~ e ~ ~Q ~ ~ i ■ S * I ~ 00 N ~ L~ : . ~ ~ CI . azt ~ ■ r a a 4 ~ * R a• CZ2 C~ ~ • ~ p, G ~r~i~r~ co ~ rr~y.~ ;1% e a i~ ~ ~ ~ ~ i. e ~ ~ ~ ~ ~ C ~ # . ~ ~ f i ■ ■ ~ ~ ~ ~ ` ~ L ~ ~ r i • ; ~ . i~ ~ ■ ~ ~ i ~ ~ • • r ' ~ l/ . - . ~ 4k • ~ i ~ ~ ~ ;t ' ~ ~ f~~ /~fy~yf~• * ` ~ ~ ~ ~ ~ • i ~ tr'j ~ ~ ~a V. ~ ( . ■ ~ ~ ~ 4 ~ 1 ~~r~~ ~ ~ ~ ~1 rr} . ■ a ■ ~ ~ ~ € J-' p ~ ~ ~ r' ~ ~ ~ x-- FF4~ i~as' y t~ • f [~i_ k : ~ • ~ ' f . • i i ~ a ' ~r ' I~ W co~ ~ f • 0 a a ~ i~.yry i CN . ~ * Ai we ~~I; ~■!i* W. ~ . . ~ - : ■ s `~;u1 • ~j a SA R~CE ~C ~ ~ 13 ~ ~ ~ . ~ ? } CL z . F ~ ~ Q ' ~ ~ ~ C 7r ~ ~1 ~ L OL > . ~ # ~ ~ s ~ r ~ • ~ ~ ~ I a■ ~ ■ O Q ■ ~ qo r : ~ z ' LU a • } . ~ ■ f : .0 ~ ■ p e ~ ~ ~ ~ ~ Na ~ • ' • ~ ~ ~ ~ ~v~ ~ ~ Ir+ ~ ~ ~7 ~ • • ~ ~ ~ * . : ~ ~ L ~ i Y7 a~ a■ i i ~ + 1 i ■ i # i ■ F li ■ ■ ~ i ■ ■ ~ ~ l ~~~~r` , . . y f ~ ` ~r~"~. ■ ~ ~ ~ / J 3 f ~ ~•r ~*c.~..' ~ a [ ~ ~ * ■ L + ~ • f/'~~fr, ~ ~ , ~ N, i ~ r- 1■ • , 7 ~ f ~ ~ y..~ ~.•f T ~r ■ le a ■.a L o ; t `~j• ~ ! J r• ,~r ~ , r r ~ • , Flgure 1 USGS TopograpFty apprvx 1 000 f#. . SP'$77r93 Tracts A~D o PaverAe ~ 5• : , • r ' 32r5 ~ ~~~a.o3- N ~rpC~ 25- ~aa.ox N `o.~ Iq I I-ov Lc,~' I ► T~ac~ ~ ; ` _ ^ • ~ . ~ ~ w • ^ ~ ~ ~ N N°rAh _ ' ~ ~ ~ ~ 1 ~ ~o u~• •~•~1 ~K Q 20 c . 3~ ~Q, ~ L ~ U)"o f . w . ~ ~ ~ m a cu ~ . ~ CD n ~ A ~ (D ~ . ~ : N O~ ~ tD ~ r'' - N 7 r_ . ~ CC 0 z • ~ ~ . . " - a • ~ ~,~;;;;'~~~~~~t;;~t :.~~,';~5~ $ =-IJ b 0 ~ .t:,+,._...,uC'..i~~.:~~~~~.~\'i~~ ...1 _.I,•f••~I~uS• ~}i. ~ •~''.I~~~~,1!'~~ ~'1 u.. L ~ O r' ~ f ~1 ~ ~ ~ • . r,~1 ~:i ~ vJ :i I'~- 'l~r.r f.r~~~',l8:.►~ ~ ~i~,, ~ • I~ ~ ,l~,s'=~.:L~;,~: • , l.t~ ~ . ~i X 00 tf~ ~t~• ~ r„ ~ ' ' ~ (n j •I11~ 'p~~.'ir~: . • ~ , ~ ~ ~/J ~ •I ~ t~ . , , . f N ~I ~ r Ms[ ,4 y• nt' i . • ~pKiJAi; ~zv~•r, t';3; z ~ G w:4'~IF! a. '0Y:'., 1./r` a~t{1A1. ll~.s S•~. ~,r~t.~ t a ~ 1+k vJ~lii~fNit ► ~1,' iJj,'cN W ~ f~.~. ~ •i;r• c 4!~~~ K ~~w~;~+?~.. a . II d1 W I••~I . ~:,r •I:.,;1 .!1 ~ E ~ { , . , r ~:X~~ s•:;. _ .t : JJ ro ~ ~ , : ~~i ' co ~ ~ ~ Y.'~, /I Q ~ ~ a II ' ,M~!1~7, 11+:7ii Y9• ~'i~~~1 * ,~,~,jC~~~; r' . • ~f ~j~ ~ ~r, i~ i ~ 'c C td~~.~r ~ ~ - (1, ' .;4..,.. I ~N, ~ 4j , r . l:; ~ ' , f ~!1 ~:i ~ 't: ~7y ~ 1 ' ~~'f~.•' ,1 ~ + 1~ ~ ~ f i 16- .'1,`rV~l ' '1r~!t. L'•.I~~'%,'~,~~:\ l~r 1~~'~ ~'Y.~ " ~ a• II . j-, ~.,~~,~~;,,f.,,, I ~3 _ + ~ n •4, ..t•°:, ~'~~nYiW'~.. ' + ' o - 77 _7- V~~.. :1,ff-w N ,~n ' > ~ ~ . Q 10 1 Z ~ 1• ~ { ~w.~ v.~ "i . I) ~ I, 1. ~ '~~Y ~ u~ ' ' , ~,~~J'.; a ~''~';,,,c,y z . ~ . . . ~II:. - p u► ~ lt~ ~'►1 wt . . .C4.. ~ . II ~ 5:4 1 ~ ~ ~ 0. ~ . N N . ~ . II' ~ , ~ ~,~:~i. ~ , ' ~ ~ ` , ~ ~.'~~T~''(•`1 .fl ~'`~~I' , ' ~y~ ~ .o n.~ 1, ~ r • . , ~ ~ . . . • 1: ~ ~ ' • 0 ~~''i.~ . r' ! . ' • . ~ ~"v~•• ' ~I; AW A w N. A. 0E:3EP:Zs TR❑ M, I Nc. P. 0. Sox 425, 5pakane,Wasningxon 99210 Telepi,one 50$1928•3333 8T +QA,f P~fT 5 P ' 2-7 7~9 3 She,.. ' • • I tem rtA I' C-4 A P E V:N' i Dar~ ~ /ci'-E . Rernarlts ~ w -SE Poj,,4I , "f'yP i # TPTAL ~ • . z ~ •~.i~# 1Z,0 1is (i4 57uf~AC-E R,~~~b Ad3aVE 2[-~S ~~FLDW . ~ Is 2j=> CD to I--, ~ sIDE Lf . Ra o ~c~{ p -~-5CA # P-P N -TRN fnalz P-40F-by V~, ~ ~O 69APH 2nd. Ave. t Prv p ~~eci I~Ccess f~OO-ci G_25 Wiri_~ ~~5"~~.x• ~ ~c~~i~ - - ~ ~ t . . ~ I 10 r~12-~`~ ~ ~8 LI,~ ~ I0+ -T ~ - W` Bui ~ 6; r~~ ~ e~ Ba.r-K L i ne- - ~ 5 e.o,le. 4 3c; ,00 . i L f ~ V T 'DD NV • 'r ~z 'I lQ ~ 175 ~ ExPGREs 10116/3t Lo~ 13, -1 re~c* `ID`, 6 1 ock 2-1 PLDT Corb~in Acidi~'4an To Greer~ocre~ ~~~N Is p - IB-1 -7 -9's shee~ Y o~ ~ ~ ~ ~ R 0 W dc' Propos-j Faved Acccss L't ne ~ lo Rd . , . U+~l~ty ~ Dro.~na9e ~ ~ /Edge/i~.~~h9 I4er Eo~semerti- ` Tha n Rd • ~.25 ~M~•y ~ 75 ~!"lo.x. ~ 1O 0.75' M~h. g 5~ MaUc. ~ Shou,lder ~ Sj in. Topsot max. wo_fer 4 M 1 Seeded To Dr~{ land o•5~ Leve 1 G ra5s. ~ 208 S WA LE gp A. ST T Y P1CAL SECT l 0N oF wAS~y, `9G z , ,a 17551 . ci~~ ssrorvA.. ~ ExPIRES l Of 16/q4 Ecrge/ Pa•v i ncj ~ 2.o' .0.5. 0 5' . - - z---- - - ' t ~.o~ 4A M~h.,ToPso~l ~ 208 SWALE ~ DITCN 8 E R f'1 TYPICAL SECTION Sheet 2a~ 2 ' Lot (3 , Tra.cf 'C' or' D' B t o c K 2.1 T Y P I C A L Corb i n ad►d%*}'kor1 To G reeno.cres SECT l Q NS SP-a?7-93 ScoJe 0 5, t ` Hemmings, Bill From: Parry, Ed Sent: Thursday, December 12, 1996 3:33 PM To: Hemmings, Bill Subject: SP877- Kobylus short plat; site visit Importance: High As you can see from the pictures I left, the drainage improvements have not been constructed. It would also appear that the road itself is questionable as far as pavement section (2" ACP/6" CSTC) As I looked through the file, I found that the bond for this work ($10,900) expired on Dec 2, 1996. The plans were approved on Nov 16, 1994, so they are now expired also, as the approval was good only for two years. We need to send the sponsor a letter about this situation. This is all in County R/VV for 2nd Ave. east of Baker . ~ ~ ~ Page 1 CONTINUATION SP *7 INSURANCE COMPANY OF AMERICA ~ GE AL INSURANCE COMPANY OF AMERICA SAFECO ~ CERTIFICATE FIRST NATIONAL INSURANCE COMPANY OF AMERICA t . HOME OFFICE: SAFECO PLAZA SEAT7LE, WASHINGTON 98185 SAFECO INSURANCE COMPAi~1Y OF AMERICA Seattle, Washington, Surety upon a certain Bond No. 5767$57 _ . , . . dated effective 12 / 02 i 1994 - (MONTH-DAY-YEAR) NO,~ 2 2' onbehalfof MARGARET L. KOBYLUS tiPOKANr 0JL1NI-i Y EPJGINEER ` (PRINCIPAL) and in favor of SPOKANE COUNTY (OBLIGEE) does hereby continue said bond in force for the further period beginning on 12 / 02 / 1995 (MONTH-DAY-YEAR) and ending on 12 / 0 2/ 19 9 6 (MONTH-DAY-YEAR) Amount of bond TEN THOUSAND N I N E HUNDR ED - - - - - - - - - - - - - DOL LARS ( $10 , 900 ) Description of bond ROADWAY IMPROVEMENT SP877-93 Premium: $10 0 . 0 0 PROVIDED : That this continuation certificate does not create a new obligation and is executed upon the express condition and provision that the Suret y's liabilit y under said bond and this and all Continuation Certificates issued in connection therewith shall not be cumulative and that the said Suret y's aggregate liabilit y under said bond and this and all such Continuation Certificates on account of all defaults committed during the period (regardless of the number of years) said bond had been and shall be in force, shall not in any event exceed the amount of said bond as hereinbefore set forth. . Signed and dated on NOVEMBER 21 , 19 9 5 (MONTH-DAY-YEAR) GoORq~.F SAFECO INSURANCE COMPANY OF AM CA SEAL ' • cn a ~ B y srrF 1953 ATTORNEY•IN-FACT y,~ILLIAM H. DAVIS ~f WASK ~ Registered trademark of SAFECO Corporation. ;-12251EP 3/90 PRINTED IN U.S.A. a Band Na. 5 7 6 7 8 57 i • . r ' For SP$77-93 ROADWAY IlKPROVEMENT BOi`1D - xNpw ALL, gY THESc PIRLES'`M, thac ~Marqaret L. Kob,y] us (developer.), as''PiiIIdoal," and SAFF.('Q TDI-gTTRgurF rnMpA Tv nF AMF~ (boncling company), a corporztion or;aized and e;dsang undcr che laws of che Scau of i ' and author'rzed to traasac: a surery business ia the Stau of Wa.shington, :u "Surery," are bcld aa firmly ' hnund unto Spokaue Caunry, a politial subdivison of ctie State of Washi,nstoa, as "flbiigez,• ia thc penal sum of Ten Thousand Nine NUdred and 00/1Qn Dollsrt (S 10,900.00 l, lawfui ulvney of tbr- Uaited Scase of Aoaerican, for the payment o( which ihe Prin~-d1 aad Suzeiy biuci - themselves, thoir heirs~ executors, a.dminisrrators, su,cxssors and assigDs,1oindy and sevcraltj►, firnly by these p;zseaw. . . ' WHEREAS, said Prindpzi is tte developcr of z rr=t of laud ia Spvkaac Counry kaowa as Corhin ~ Addi ti on to Greenacres Lot 13 B1 k?i . ot L';._,exc-.g-U2F' ~ P~t E125,Z5' rlt-.~auth 325' an3 being tueated in Sacrioa ?0 , Townsh'ra u North, Rznge 4 5 E_W.M., ia Spokana Cxuury, Washingwu, and said Caunry hbs requued chac a bond be furnished in aa amnunc sufffcient ca pay ' . rhe cansuuction cost of iIIStaIIing to the agproved gmdcs, curbs, sidewalks, eiraiuago conarvl and/or paving • of roacfwwys tuijacac to said cicwclepmenc, sad such ethar vork at ia iaadsaLal and nucr.s.sary thezeia all ia acrardance with Spokane Cauaty Rosd Departmenc specifications, and to the satisfacsioa of the SQakanv- • Couary En;ineer; such improvemeats co be oomplcced rovo (Z)'years ur less time ualess said cima period be axtended at ihe option of t5e Spolane Couury finoeer. Upvn failure of Priaapal to cnmpiy with the tequire.uteuts star.ed hczcin withi.n thv tim.e authorized, . and ugva dciivery of wcittea notico thereof by flhii~cz so Surery, the Surery sh.-z1 make Juisiaaion Te Obliget co the e=at of this BoncL The obligatioa of thi.s Boad sh:111 be kepc ia ftill forr and effect unr1, iII cw cJpiuioa of tha Qbligee, the requiremencs Lereia stiud havc be-n satisaed, in wtuca cvcnr writcr_n reic,ase wMbt givea by the Obligez, thC Obligee havi.ng sb1C right to ganc such reicase. SaTery hereby waivrs aii ri~ =o release frvm che • ObLigAht3II t:.TCepC lS hClCiII 9C1[=d. • SIGNED ~QD SEAI,L•D cizfis 2lqD day of DECEMBER , 19 9 4 . MARGARET L. KOBYLUS Prinr;.P21 BY: c~:~/'t~u • , ~ .I . j . SAEECQ`'TNSj1RA C'F. C_OMPAIaTY n Surety ~ ~ n ~ BY: WILLIAM H. DAVIS Cride) p . . .._..i J .~'~nni~~~ v.r1~~y j ~:~~~ti==f~' . - LSPOKANE COIINTY ENGINEERING - DEDELOPMENT ENGINEERING SERVICES BOND ESTIMATE FORM , PROJECT 7:z~k-rr PL-A-r 14e), DATE PREPARER si LL- r-.; yvlm PROJECT NO. 8-T7 ITEM DESCRIPTION ' QUANTITY PRICE TOTAL COST 1 TYPE "A" DRYWELL $ 2 TYPE "B" DRYWELL ~ EA ' 3 TRIPL,E DEPTH DRYWELL $ a FILTER FABRIC LINING FOR TYPE A & B DRYWELLS 5 FILTER FABRIC i,INING FOR TRIPLE -DEP'i'H DRYWELL $ 6 BACKFILL FOR DRYWELLS 60 G`( . C7i $ 7 TYPE 1 METAL GRATE $ 8 TYPE 2 METAL GRATE $ 9 TYPE 3 METAL GRATE $ 10 TYPE 4 LIETAL GRATE Te-A . ~C7.% ~-A $ c_'`-' 11 TYPE 1 CONC INLET PADS $ C?,' -G-(,' 12 WSDOT TYPE 2 GRATE $ 13 WSDOT TYPE 2 CONCRETE INLET BASE - UNIT "H" $ , 14 SPOKANE CO. CONC. INLET $ ,i GV 15 SPOKAND CO. STANDARD CURB INLET (DRWG. #B-9) $ 16 48" PRECAST MANHOLE $ 17 SOLID METAL LID $ 18 DITCH/ 208 EXCAVATION I Cy : o -1'u, $ 19 8" ST SEWER - $ 20 ST SEWER - $ 21 10" ST SEWER - $ r • o a ' 22 12" ST SEWER - ~ • Ao~ •F ' ~ $ ~ ~-cu 23 15" ST SEWER - ~ 24 18" ST SEWER - $ 25 21" ST SEWER - $ 26 24" ST SEWER - $ 27 30" ST SEjnTER - $ 28 36" ST SEWER - $ NON ST.ANDARD DRAINAGE ITEMS: 2 $ 3 ~ 4 . $ 5 $ 6 $ TOTAL ESTIMATED CONSTRUCTION COST: ; I COMMENTS ON BOND ESTIiMATE: - - . • ~ _ ~ ~ . - ' . . - ~ ~ . a ~ „ ti~ - ~Y . . • . . : _ ~ , • , ~-.;wr5r Y ~ ! "~a ' , y - ~ • 1 - , . = H.: ~ ~ ~ "r# ~a i H.- ' ~ - ' ,•ix BF-oS.'~ •i'~d~-' :ttPl-:~~ • T A! . i ~f ~ i ~ V , - ~.~+~f ~ ; ~ - - y~ - ' g !z~i'~ • ~ - # ~ ~ • { ' ~ r . • . i - ~ . ~ , .~:~'Ia •:T~!~'. ~r` 44r*~~ • ~ • t~ rt ,oa • . . ~ a e, . v • 1~ ' t SCA~~ ~ ~~~~~F--F ~N 8 _ 17' ~ ~ 4-1 ° 0 GO' 9 • . . rl1 -c G o*,~ ^s . I -b - ~ . :~S i ~ , , . . 3 ~ • ~ ~ , . ' I 4 5 6 Yy . ~ . ~ ~ t+~` yf~' ~ y ~ ' - i lf ~'~?`,1~ , ~ ~ ' ~ , ~ " • - - . s~LrVKn J"~lal ENu his 2291 i 50r 7-a , . ~ ~ • ~ i iG . • ~ ~ 8 ~ r ~ 4 { 44 •.Ur ~ i r MF f ' ~ t~..~ ~ = ~i : ■ ~ : ~ i ; ~ ~.r~ ~ ~ ~ _ ~ ; s., I ,.M .F,. ~ ~ ~ : : ' ~ ; ~ i,, i ~ ~ ~ '~.j ~ 14 ~ Lk : ' ~ r~F . S ~'~'4.. " _ - - ' • ' L.V ~ ~ ~ a ~*s ~1 T ~ y 6 .'S■ ` u Rrr N , . ' ~ , ' . `W'~ ~ ~ • , , !4 `x` . ~ _ : l. , - • • ~ - Qw p' ~ y J { f•4 i ■ i- f i r ~ ~ ir IO . ~ ~ . _ y 1L `M1 7 t ~a~ ; ~ r • ~ + } ~ ! ~ _ , ~N ~ ~ ~ !e w i~m :ww■ i~ ~ i:~ •r* i ~ e ~w~ ~ ~F.F~r f Cfi I /H ~ , * ~d4< ~Y y.M ' ' S _ ' ♦ • ~ ` • /Vr ~ 15' J*47I I~ C, •~b ~ _ - Y`~~~~ ' ~'T . y_ ~ iY ~~7 I~ a ~ 0 ~ r ~ _ ! ..1., ,~k., a. , f ,r • i ~ :~p'~LYS•~ ' _ • t~ . ;a e'rr • } ' ~ f • ~ - J . . OFFICE OF THE COUNTY ENGINEER SPOKANE COUNTY, WASHINGTON TO: Jeff Forrey, Department of Buildings FROM: Bill Hemmings DATE: December 1, 1994 SUBJECT: B.C.C. resolution # 91-0882 Implementation Attached are the individual lot plans for each lot containing a swale in SHORT PLAT 877-93, plat# SP 877. Please give tbe appropriate lot plan to the individual applying for a building permit on the lot, so they can draw their house and approach to scale on the lot. We will need this plan, and the corresponding $1000.00 cash surety, in the form of cash, letter of credit, or savings assignment, before we can issue the approach permit. Also attached are the letter of credit and savings assignment forms. If you desire, we can meet to further discuss this new process. kU~08.pri ' "SAMPLE LETTER OF CREDIT" " (USE BANK LETTERHEAD) " (BANK NAME ADDRESS ZIP CODE PHONE # AND OTHER INFORMATION) IRREVOCABLE LE'I'I'ER OF CREDIT AMOUNT: $ 1,000.00 NO. BENEFICIARY: SPOKANE COUNTY ENGINEETtS 1026 W BROADWAY SPOKANE, WA 99260-0170 SUI3JECT: LOT I3LOCK SHORT PLAT $77-93 (Plat) PLAT # SP 877. (Development) Gentlemen: We hereby authorize our irrevocable Leiter of Credit in your favor, and authorize you to draw on the (bank), a draft up to one thousand (Dollars) ($1,000.00), for the account of (developcr). The draft, drawn uuder this Letter of Credit, covcrs the assurance of conlpletion of iustallation of storal drainage, drainage swales, sod and other work as is incidental and related thereto in accordance with the drawings and specifications as submitted to and approved by the Spokane County Engineer's Office ou (date), and is to be accompanied by the following documents: written request by Spokane County Engineer's Office to (bank), at the above address indicating non-completion of all or any of the above improvements and that amount of money required to complete such improvements. - We hereby agree with ttie drawer, endorser and bona fide holder of this draft, negotiated uuder and in compliance with the terms of this credit, that said draft shall be duly honored upo❑ presentation at the (bank), at any tuue before completion of the above-described improvements or performance, in which event written uotice shall be given by Spokane County to the bank. (developer) shall be responsible for any cost iucurred by the county in excess of the amount of security. llrafts, drawn under this Letter of Credit, shall bear on their face the words Drawn 'under (bank) (bank address) Credit No. Dated $ank Name: By: (authorized signor) . k\j\f\208.pri ' "AGREEMENT" In consideration of the issuance of a building permit for Lot , Block . SHORT PLAT 877-93 (plat) plat # SP 877 (Developer) has deposited $1,000.00 with Spokane Coumty as security for full and faithful performance by Developer respecting certain drainage facilities and sod in accordance with the drawings and . specifications as submitted to and approved by the Spokane County Engineers Office on (date) 199 . Developer hereby agrees that should such drainage facilities and sod not be constructed in accordance with the approved drawings within six months of occupancy, Spokane County may then use the security to bring these facilities and sod into conformance therewith. Developer shall be responsible for any costs incurred by the county in excess of the amount of security. Spokane County agrees to return to Developer any unused funds upon satisfactory completion of these facilities and sod. NAME & ADDRESS TO BE RETURNED TO: (Developer Signature) . DATE k\jVV08.pri A S S I G N M E N T For security purposes only, (developer) hereby assigns to SPOKANE COUNTY, a political subdivision of the State of Washingtou, the following: Savings Certificate Number in the face amount of $1.000.00 and held in and by - Bank of Branch (bank address) This assignment is made as security for the full and faithful performance by (developer) of certaiu drainage facilities and sod for LOT BLOCK , SHORT PLAT 877-93 (Plat) Plat # SP 877 in accordance with the drawings: and specifications as subnvtted to and approved by the Spokane County Engineers office on (date) , 199 . Any interest benefits accruing under said savings certiGcate shall remain the property of . (developer) Said savings certificate to be released to (developer) any other party only with the prior written consent and agreement of Spokane County. PROVIDED, FURTHER, thc undersigued does hereby authorize (bank) to pay over to Spokane County all or a sufficient portion of the monies in the savings certiGcate referenced hcreiuabove upon written documeiltation Ueiug received from the Spokane County Engineer indicating that the purposes for which the . savings certificate was assigned have not been fully and faithfully perfornied as required and a statement of that amount of money which the County Engiueer as required and a statement of that amount of money whicli the Couuty Engineer deems necessary to complete such obligation. Upon receipt of sucb written documentation, (developer) hereby authorizes (bank) to release to Spokane County thai amount of money requested up to the maximum amount in the savings certificate. (developer) shall be respousible for any costs iucurred by the county excess of the amount of security. DATED this day of , 199 , BANK OF President Secretary ' DATED this day of , 199 . TL[/CT r%nicn ~ /62.5~ ~ , . Ed9e O~ R,vinc) 2,nd, Ave. ~ (t Proposed Po,-4ed g~ ~ 7.75'Moac. Access E~oad 1Et. 2049.58 I I E(. 205o.0S 1O ~ - ~ ~ o' ~ - - - - - - - uf i I A+nd Dro, %na9e Eo~.se meht - - - - - - - - r - - I . -.------30_6 u1 tdin9_5e~_go.GkC.ine.------------------------- ~ . S c~o.le 1 30' 4.4 . ~ N . N ~ O L ~ ~ A. S wAS , Z' r ~f^. ' ~C Z • l0' 17551 t:. sroNAL EXPIRES ~ 0r16/q6 ~ Lof 13, Tro.cf 'C', B tocK zl pLOT ~ Co rb i nAdd i-~i on To G reo-rlox-reS P L~ ~ . SP• gi~-g3 ~ Sheet 1 c4 2 . ~ ~ Pro Q o Secl 1"0.ved ~ I o' i ~ - , . U+►1it-y ~ Dro.kno.9e Edg e/R.uing O-2 I-1 ~9her Eo~seme n t , ` Tho.n Rd. . lo + 8' ~.25 'M~n, 7.75 1"1o.~c. ~ ~ • . 75 MIh., 2.25' Mq,c. t + M i n . To P so l 1 r ~ - - - - - - - - L- ---~1~ - Mo.x. Wo.fer Seeded To pry lo~nd 0•5, Leve I G rass. ~ p,25 ' M%01 S' Max. 208 S WA LE g~ A. ST T Y PICQL SECT I ON oF wAS~,f qG ~ • to 17551 . f-; ssroN~ ~ EXP IRES 10/16/94 Eclc~e/ Pa,v i M3 ~ 2.o' ~ oZ!5 I ■ ~ ~ ~ ~ 1 + 4a M~h.J ToPsp O' 208 SWALE ~ DITC.H gERi'A TYPICAL SECTION Sheet 20; Z ~ Lot (3) Trac.f 'C' or' D' B~ o c K z I T Y P i C A L Corbin ad►d~k'kohTo Greeno.cres SECTIONS ~ SP-a-77-93 Sco~le l`: 5, .,,~a~~r~'' a,r'~/''r~ • . s .r~ - -<;~fMr,4;-~k..~ _ .v t = a ` ~ ~'S.t' 7pt f ~ N 1! . i~jowl . ~ . "r 1 ~ • . i ~ k ~ ZA V oe, r ~ e ~ ' I I S P O K A N E C O U N T X PLANNING DEPARTMENT WALL[S D. HUI3f3ARD, DIRECTOf2 . --'t MEMORANDUM TO: Division of Engineering and Roads Division of Urilities Department of Buildings Spokane County Health District Spokane County Parks Department . Spokane Regional Transportation Council Spokane County Fire Disrrict #1 Consolidated Irrigation District Central Valley School District FROM: John Todd, Planner I ~ DATE: September 30, 1994 ~ SUBJECT: Final Short Plat SP-877-93 Enclosed find copies of the above referenced final plat. Please review and forward any comments by October 13, 1994. If you have any questions you may contact John Todd at 456-2205. Please direct any written response to John Todd. Thank you for your prompt attention. rp c: Margaret Kobylus, 12918 East Broadway, Spokane, WA 99216 Norwood and Jane Long, 1835 Bannister, Anchorage AK 99504 Lawrence Dunsmore, 1115 N. Pines Rd., Spo, WA 99206 ♦ 1026 WLST BROADWAY AVCNUE • SPoKANE, WnsHINGroN 99260-0240 •(509) 456-2205 • FA,I': (509) 456-2243 • TDD: (509) 324-3166 SPOKANE COUNTY OFFICE OF COUNTY ENGINEERS CALCULATION SHEET Description: Project No.: , Caic. by: Date: Title: ~ Checked by : Date : Sheet of ~ Notes : T~x~ ~ • ~AA dzct Id tti;Va l~~ . ~ . ~ ' ' ' _ . . e~y I ~ . , ~ . ~ d~~f Gr , ~~r"`"-- - 1'~~ ~L~✓~ . f~.~.r~,'~ ~0 ~ . . , V't , - - - ~ ~ , . ~ ~ , . . ~ , . , . . . , . , - . ~ - - - . , ; , . , , t . . . " . , _ ; - - ; - - : . . _ . } . f~ S P O K A N E A-; : C O U N T X OFFICE OF THE COUNTY ENGINFER • A DNISION OF THE PUBT.IC WORKS DEPARTMENT Ronald C. Hormann, P.E., County Engineer Dennis M. Scott, P.E., Director REVIEW COMMENTS TO: Rich Stager, P.E. - N.A. Degerstrom, Inc. FROM: Chris Reich - Engineering Development Services SUBJECT: Short Plat 877 DATE: September 26, 1994 A review of the above referenced project has been completed. The list below is a summary of the items that need to be addressed. Please refer to the enclosed "marked-up" plans for complete comments. 1. Please indicate the back of the swale on the plan view to ensure they catch with the proposed easement. 2. Fire district signature is required for final approval, please have them sign the mylar once it is ready for final submittal. 3. I must not have been clear enough regarding the off-site drainage easement. Please provide the following information: a. deed(s) for all parcel(s) with drainage easements across them b. legal description(s) of the drainaQe easements 4. Indicate the 2% cross-slope on roadway section B-B. 5. Since the swales located on Tracts C and D will handle runoff from public sources (i.e. - County R/W), lot plans are required for those lots. Please see the enclosed handout regarding requirements for submittal. 6. I have enclosed the necessary drainage language to be included on the plat dedication. Please make the necessary changes and submit the required items for review and approval. You may submit a mylar if you feel comfortable with the changes being requested or you may wait until all items are addressed. If you have any questions, feel free to call. -1026 W. F3roadway Ave. • Spokane, WA 99260-0170 •(509) 456-3600 FAX: (509) 324-3478 TDi7: (509) 324-3166 ~ . 208 INDIVIDUAL LOT PLAN GUIDELINES 1. Show location of easements on the lot. Include dimensions of drainage easement and swale bottom dimensions from lot lines. Include a description of the lot legal description such as Lot L Block , NAME OF SUBDIVISION OR SHORT PLAT. The bottom elevation of the swale is also required. The station for any curb drops or sidewalk inlets should be shown on the plan drawing. If a drywell is included in the swale it should show the type of drywell, frame and grate type, elevation of the grate, and centerline station and offset to the drywell. 2. If there is no swale on the lot but there is a drainage ditch, the ditch should be shown on the plan drawing. The ditch flow line grades should be shown along with any easement for the ditch with dimensions from property lines. 3. All lot plans should show a north arrow, scale, street name of adjacent street, curb and sidewalk if applicable or edge of asphalt paving if there is no curb. The lot dimensions should also be shown along with the building setback line with dimension from the front property lines shown. 4. Any easements such as power line easements which prohibit building under them should be shown on the plan drawing. Any other easements which could interfere with buildings should also be shown. Any existing buildings should be shown. 5. With each plan drawing there should be submitted a typical section drawing of a cut through the swale or ditch which best describes how the swale and/or ditch would look as constructed from a side view. The typical section should show the curb and/or sidewalk if applicable or edge of asphalt paving in relation to the swale. The section should also show side slopes, vertical distance from swale bottom to top of back slope of swale or ditch, grate of the drywell, and normal gutter line, and any applicable note or other information which would describe the proper construction of the swale and/or ditch , concrete apron, street right-of-way line, and grass sod or seeding if approved on the construction plans. 6. The lot plan and attached section sheets shall be on 8 1/2" x 11" paper and should be sealed, signed and dated by the engineer in a location outside of the lot boundaries. 7. The scale of the drawinq should be such that the lot is depicted as large as possible and still be able to show the curb line of the street. The interior of the lot should be as free as possible of notes and writing to allow the builder room to draw in his proposed house and driveway location. An example of a acceptable 208 lot plan is attached for use as a guide in preparing your drawings. NOTE: YOU SHOULD NOT BEGIN LOT PLAN DRAWINGS UNTIL YOU ARE CERTAIN, THE SWALE AREAS ARE CORRECT AND YOU HAVE EASEMENTS WHICH ARE, APPROVED. . • D ~ PROJECT # PROJECT NAME D1aTE CHECKLIST FOR USE IN PREPARING 208 LOT DRAWINGS PLOT PLAN l. I have drawn the lot plan on 8 1/2" x 11" paper to a large enough scale to make the lot as large as possible and still be able to show the curb line and the necessary notes and certification stamp. 2. I have shown the lot, block, and subdivision description for the lot or tract/short plat 3. I have shown the drainage easement dimensions in relation to property lines or corners. 4. I have shown the bottom of swale dimensions in relation to property lines or corners. 5. I have shown the bottom elevation of the swale. 6. I have shown the location of any curb, sidewalk or edge of asphalt line as applicable. 7. I have shown the name of the street adjacent to the lot being drawn. 8. I have shown the station and any invert elevation of any curb drop/or drops that empty into the swale. 9. I have shown the type of drywell, frame and grate type, elevation of the grate, and centerline station and offset of the drywell. 10. I have shown any required ditches, their easements on the drawing, the ditch f low line grade and required rip rap, etc. 11. I have shown a north arrow, scale, lot dimensions, and building setback lines with proper dimension. 12. I have shown any easements which could affect any future building locations and I have shown any existing buildings. 13. I have sealed, siqned and dated each drawing that is being submitted for review and in appropriate location. ATTACHED SECTION DRAWING 14. I have shown the curb and/or sidewalk or edge of asphalt in relation to the swale, sides slope, vertical distance from the bottom of the swale to the top of back slope, grate and normal flow line of the curb or edge of asphalt. , 15. I have shown the concrete apron, street R.O.W. line, and grass sod or seeding if approved and any applicable notes or other information which may be necessary to describe proper construction. . . • . ^ • I . . . 'U . , • ^ a3 . : 1- O - ~ ; Z ' p L.LI . . ° ~ W . ' m > ~ ~ DRAINAGE ~ = EAS EM ENT 00 : • N : ~ 3' TYP. 7--~-~. ; r' - , : j 5' • . iu ~ 120.62' ~ ~ . ~ SPOKANE C0. STANOARO CURB DROP ' 71(PE "A" ORYWELL WITH STA. 12+52 ~ E.~ 2 QZ TYPE 3 METAL FRAMC & GRATE 1~ • STA. 12-t-40 ftl". 28' ~ 20'.. ~ j GRATE EL. = 2026.82 2 1.57' - - POND G2 80TTOM EL. = 2026.32 h Z - 80UNDARY OF L.EVEL • FLAT 80TTOM nREA ~SSIONALIC.-C' 73 t LOT 2, BLOCK 20 ' EVERGREEN POINT SEVENTH ADDITION r SMEET RICNT Of WaY , UNE . R DiLUWE FJkSEMEM AS SPECIFtED ON PUW VARIFS (SEE S'inEE? AUNS) , . i . . . tlnluU~l 70P OF ' IAWFSf CURB DROP IN PQNO IK; EILN~1110F~ g~,pW THE NORµAI. CUTTE~t (SEE CURB OROP DETJJL} UNE Q.EIIATION OF LOWEST CURB . .NORMA1. CUfTER UNE OROP IN THE PONO. , ( • ELEVATtOr+ 3,1 k.lX ; ~ CF~,TE EtE/,~T10N ' I~IN, ,9 ~ ' , ' ' ~ ~ ':E~;;•; ~ ~ ,5' ~ . FLAT PoNo aorrou a.LVanoN A.S $HOY/N ON ?IANS, Al.l , ~ ~ ;;,.r,.'• ' 1SPHAl.T ?AV'JMFNT FUT 60TTOu tiREA TO Br lLVa. ~j r S`MUCIURE CRASS 'NRF IhlSTAL1ED CCNCURREM CONCRE7E AARON ' WfT}{ OCCUPANCY OF ADJA;ENT HOUSE TYPlCAL '208' POND WITM DRAINAGE STRUCTURE , SECTlONAL V1EW 0 ALy~ 1 ~~y % ~ NarE: . :,t~: ~ t ,~'y• •:1~ . SIOE SLQPES OF '208' POND TO CURB ORORS VARY ANQ MUST 8E GRAOEO SUCH THAT 7HE FLOW TO THE POND 1S NOT OBSTRUCTED. ~ t .r i:. ; . • 1r e • ~ ' • , EnP t 1C. ' [l • , . . / . / . ~ ~ 1 . SWALE W/ DRYWELL EVERGREEN PO NT SEVE-NTN ADD T ON. \ . ~ . STREET : RtCHT OF WAY • UNE ' ORWNACE fA5EMENT 1S SPECIFlEO ON PUN VARIES (SEE STRM PLMS) LOWFST CURB DROP IN POND ulNIPUM TOP OF olK: EL..~rknON 0.5' BQOw TNE NORhW. CUiT'ER (SEE CURB OROP DETNI) . UNE EI.EVAT10N OF lAWESf CURB NORI.UL `GUTTEcR U~lE OROP IN TNE PONO. i EI,EVATiON • , fLtT POND 80T70~4 fLN~lT10N 3:1 MAX 15 SNOwir ON PUNS. All. .9' MIN, ` ~ 3: ~ I.cNf ;?j•~; : MT 80TT0M tiRFA TO 8E LNEI \ tllllyIII c•: ; ' i FSPWtiLT PAVF.MfXT CRASS TURf INSTALlFD CANCURRENT : WTN OCCUPANCY OF AAIACENT NOUSE - CONCRETc APRON . TYPICAL '208' POND Nore: . ``~'A~~, ~ WfTNOUT DRAINAGE STRUCTURE , , SIDE SLOPE i OF -208 PONO TO SECTIONAL VIEW CURB DROPS VAaY AND MUSt BE GRADEO SUCH THAT THE FLOW •TO TNE POND IS NOT OBSTRUCTtD. -Al 0, ~ ' y > ~ qG~~ . ~ • 'r~:-' ~ f c'r`~1/`,G ~..-,~b : FJCPIRES 81:.,;1 , J SWALE W/a DRYWELL EVERGREEN POINT SE1/ENTH ADDTION : ~ . . . . . J OFFICE OF THE CaUNTY ENGINEER . Spokane County, Washington August 23, 1994 . TO: ~ ~ ~JTnG F_'(` From: Development Engineering Services RE: Laaguage for Plat Dedication _ t,s Short Plat # fl'! -7 Drainage easements, as platted and shown hereon, which are for the purpose of insta.lling, operating and maintaining drainage swales and drainage facil.ities, as conditions of plat approval, are hereby granted to the public. ~ Spokane County and its authorized agents are hereby granted the right of ingress and egress to, over, arld from said easements for tlie purpose of inspection and emergency maintenance of water quality treatment swales ("208 swaies") and other drainage facilities, if not properly maiiltained by the property ownez. Spokane County does not accept the responsibil.ity to inspect or maintain the drainage easements or drainage swales, nor does the County accept any liability for any failure by the lot owner(s) to properly maintain such areas. . The property owners within this Plat shall be held responsible for keeping open and maintaining the surface path of natui-al or man-made drainage flow over and across tlleir respective properties. . 4. The property owners within this Plat sliall maintain all water qual.ity treatment swales ("208 swales") and drainage ditches situated on their zespective properties, and any portion of a 208 swale situated in the public right-of-way adjacent to their respective properties, with a permanent ground cover as specif ed on the curxent approved plans on file at the County Engineer's Office. The property owners may install approved shrubbery and/or trees which do not obstruct the flow and percolation of storm drainage water in the 208 swaie and drainage ditches, as indicated by the current approved plans on file with the County Engineer's Office. The property owner or his representative sliall inform each succeeding purchaser of all draiilage easements on ttie property and of his responsibility for maintaining surface drainage paths and swales within said easements. ~ Spokane County does not accept the responsibility of mauintaining die dra.inage course on private lots within drainage easements or floodplain areas, nor the responsibility for any damage whatsoever, including, but not Iimited to, inverse condemnation to any properties due to deficient construction and or maintenance of drainage courses in drainage easements on private property. • RE: Drai~aage Language for Plat Declaratiou of Covenant Short Plat # tl✓1 If the property owner fails to rnaintain the surface path of natural or man-made drainage flow, or the drainage swale, a notice of such failure may be given to the property owner. If not corrected within the period indicated on said notice, Spokane County has the right to conrect the maintenance failure, or }lave it conecteci, at the expense of the property owner. 8. Any building that is constructed on a lot in this Plat shal.l be set at such an elevation so as to provide positive drainage away from any drainage entry point to the building (including but not limited to a window well, a window unprotected by a window well, or a doorway). Said positive drainage shall consist of a minimum slope of 3% away from the building for a distance of at least 10 feet from the building. Tlie Iots shall be graded . so that either a) all runoff is routed away from the building, and conveyed over the lot to a naturai drainage swale or approved drainage facility, or b) drainage intercepted on the lot is disposed of on the lot in an approved drainage facility. The approved drainage facility shall be constructed in accordance with the approved plans on fiie at the County Engineer's Office. Any revisions to the approved drainage plans must be approved by the County Engineer's 4ffice prior to construction of said revisions. If there are continuous swales for water quality treatnient (208 strip swales) on the Parcel: 9. Driveway access permits for driveway approaches to the County road system are required prior to issuance of a building permit. This approach shall be constructed in accorciance with ttie approved plan on file in the County Engineer's Office. If a f7oodplain occurs on the Parcel: 10. Development within tiis Plat shall conform t11e requirements of the National Flood Insurance Pzogram, and Chapter 3.20 of the Spokane County Code. The lowest floor, including basement floor, for any structure shaU be constructed in accordance with the requirements of the Spokane County Flood Zone Regulations in effect at the time a building permit is issued. Purchasers of property in this subdivision a.re warned of possible flooding or ponding and the of the potential requirement to purchase Flood Insucance. This warning stiall be carried in each and every deed to txansfer ownership of any and all property wittun this plat in the Area of Special Flood Hazard. 11. An approved grading plan exists for Lot(s) , , of Block . Grading must conform to said plan on file in the County Engineer's Office. 12. Spokane County does not accept any responsibility whatsoever to establish or maintain ingress or egress across the flood plain area. ♦ 1 • . Q , ~ RE: Drainage Language for Plat Declaration of Covenant . Short Plat # If tve Parcel is located in a watershed with maj or stormwater problems: 13. The Plat is located witlun a dra.inage basin wllich has been identified by Spokane County as having stormwater runoff problems. Since this Plat is affected by, or is a contributor to stormwater flows, the property owners, or their successors in interest, agree to participate in the planning and implementataon of a future basin-wide stozmwater management system and/or assessment district. The property owners, or their successors in interest, agree to pay such rates and charges as may be fixed through public hearings, for service or benefit obtained by the planning, design, construction, mai.ntenance, or operation of stormwater control facilities. {INDIYIDUAL OR CORPORA.'TE ACKNOWLEDGEMENT} shrtplat.ded\18Veb94 pubrwdr.ing\Dec93 64~ Provide invert elevations for the pipe. The pipe should have at least 3' of cover since it is PVC, provide at least 0.5% slope and have a velocity of at least / 4 fps. T Remove the last portion of the note regarding stationing and offsets, it is not ~ needed. A~ The P.T. stations provided for the two horizontal curves are not correct. They should be P.C. + L. Label the existing edge of pavement to make it clear what line represents what. . Include the dryland grass spec. on these plans. I have enclosed a spec that the County has approved in the past for your use or you may provide an ~ equivalent mix. ~ ~5. Do not provide top soil under the roadway section. The elevation at the top of the inlet should be +0.50' above the swale floor. . Please indicate the finished grade profile lines with a thicker line to differentiate it from the others. Indicate the end of pavement station on the profiles. The 10' utility and drainage easement indicated on the parcels offsite will need ~ to have separate easement documents filed. Please provide legal descriptions and deeds for all parcels so that the easements can be prepared by our right-of- way department. DrainaQe Reoort io - Please provide two copies of the report for future submittals. They can be just stapled if you desire. ~1/ The approximate storage you have calculated is not correct, because it assumes the 2 cfs outflow occurs immediately. The outflow will gradually increase until maximum outflow is achieved at 2 cfs. I have used the Pondpack procedure to estimate the storage required and have determined that the volume required with two Type B drywells is 3,200 cf. With two Type B drywells plus a Type A the storage required is 2,600 cf. For three Type B drywells the storage required is 1,100 cf. Please increase the amount of storage provided or add more drywell(s). Please return the enclosed items marked "Original" with your next submittal. If you have any questions, feel free to call. i ~ ~ (5f i 1~- ~ ~ ~ ~ n~►~ ~ to f ~ ' A , , • r ~333 ~ ~ la~.~ ox ci ~ ~ ~ ~ ~ ~ , ~ ~ a , ~ n ta mwater Mana9~R1e t P ~ " i, O . _1 Kpbylus SP-877-93 StOr Q ~ ' . • ~l • ~ ""'f ' ~ + ~ • s O ~ 3 H i 11 O . - n--- ~ - ~ _r , , , ; • ~ ~ . ; L ~ • ' _ ' ~ a Q V 0 a✓• `~r'~`'~~ ~ t - r ~i~, ' tf? ~ O~ ~ a w ~ G ti a , Q • ~ r ~ ~ , ` . . . • ~ s r ! ~ CS' ~ ~ ' ~ • • C~ • ~ 10Q . ' ~ " , • . i ` . ~ • ~ ~ r • ' ' • ~ \ s 1 ♦ ~ ~ • ` • s• ~s~ ' ' , ~ ' ~ . - • ' ` . ° ' ► ti~ > , . • ' ~cy ~ ~ . ~ . ~ • ` ~y' • t~ • ' , rj ~ \ - ` . r ` • ~ ~ ~ y , • . ~ ' • • • ~ , . t t ~ . ~ . ~r ~r ~ ' J ~ r r C--) O . ~ t a 0 , • 1 ~ ~ 1 ~ . 1 00 a• 1 ~ , / ~ . . _ . a a~ ~ a aa ~ ' • , 0 ~ ° ~ ~ , s ` ~ t t , a, , ~ N ~ . r • ~ p t"'~ ~ _ ~ ~ f ~CJ "~1 4 . • ► i---~ ; t ~ , il ~ ~ • ~ ~ t ~ : y ~ ~ * = a ~ //J f • , ' • p 0.0 ~ • ~ ~ ~ ~ , , i + ' ~J~ O s• ~ ' , ~ ~,~D , ~ • 1 ~ ~ . l ' ~ N ,L.E ~ i ` . At r' I ~ ~ . ~ t • ' ' { ~ J' ti J . ~1~•,~ , a • ' ~ a ~ ~ ? ~ r! ' U ~ ( O • ~ • , A R K ~ , ~ ( • ~,'y. . ~ ~ . ' .1 a g ; d j CL-~ ~ ~ t ► : ` 11 . < t~ ~ .w ` W o s ~ ~ ~ Q Q r 4 ` ~ • ~ i + • f ~ ~ ~ ~ .Q~ ~ ' ~ ~ ~ Z '4 ~ \ _ ~ II~ as ' ) ~ . t~ N CY_ • ~ tt f 1• ~11 ( ~ ~ 1 . r4 o.. • 0 • 0 V ~ 1 • d ~ ~ O ~ ~ • s • O ti O ~ O O ' - ~ ~ ~ ~ 2 ~ /t ~ f~ • ~ r.Y^ j~ r•., r ~ ~ i ~ • a • ' _ ~ . ~ o° 1 ° . co t J~': r ~ t" - . ~ l`~' .p . o ~ l~~ . • If r i ~ ~ 1• Q , ~ I r J(~ ~ J 0 ~1 ~Q s • ~ ~ j'~ r rM ~ ~ Q /~r/ti 1 ~ '~J ~ r~ ~ • ~ r • ■ ~ C.~ 0 s ~ ~ • Jjj 1 ~ f ~ .t~~ . ~ j ~ . :.•-I , ~ f r - ~ . .f~ ~ i ~ ~ r ~ 1` • • 1 , ~ ~ 0 , - • ~ ~ 0 ~ ❑ 0 tn - , . - ~ . Figure 1 . ~ ~ : • , ~ S ~ Qp,~gCaphY ~ * • ~ ~ s s S~a^ _ ap prax 1000 f t. 1 « _ N.A. DEGERSTROM, INC. TRANSMITTAL P.O. BOX 425 N. 3303 SULLIVAN RD. Phone (509) 928-3333 SPOKAN$, WA. 99210-0425 FAX (509) 927-2010 'ro: DATE: August 18, 1994 Spokane County Public Works ,TOB: Kobylus Short Plat 1026 W. Broadway Ave. SP-877-93 Spokane, WA 99260-0170 ATTENTIOiv: Ed Perry, Plans Review Engr. COPIES DESCRIPTION 1 Engineering and Stormwater Management Plan. 3 24 x 36" Plan/profile sheet of private access road. : - - - - . ~ - ~ - - X- .For ApprovaT:._ General: Informatio . . . . - . . . . . - • - - - ._Approved As. -Noted . . . ~ - - ;_Per Your- •`Request RL1V1.AitKS : ~ \ BY: Rich Stager RECEIVED AUG 18 1994 sPaut~ oou~mr ~ SUBMITTAL CHECKLIST ' PROJECT # `P 577 REVIEW I REVIEWER: C. DATE: ~ ,z~ A~16 v5T 9%A PROJECT : ~~-1o~.T ~l~►"C' , PROJECT SPONSOR: ",gP r'Ag,.F-'T V-,-D-PKLUS TEL OL7,R--:i--3-373 PROJECT ENGINEER (Road & Drainage Plans ) e-«L1 TEL Q128 -~3~3 PROJECT SURVEYOR (Plat) ~~NSrno2.E ~~~vE`(br ~ TEL 9 ZL-I - c1`1 q8 GENERAL ITEMS YES NO N/A J 1. The $100.00 fee for plat review has been paid to Spokane County for this submittal ~ 2. An agreement to pay fees has been submitted to Development Engineering Services ~ 3. The fee agreement has been signed by the project owner or a principal of the developer' s firm. If signed by an agent of the owner, written authorization from the owner is attached to the fee agreement ~ 4. Review fee account is current (no invoices over 30 days outstanding) J S. I have noted the plans in, plans out dates on the pink sheet in the file ~ 6. If the project is a mobile home park, were the plans reviewed by Planning? ~ 7. 2 copies of the plans were submitted i J~ ~ J 8. 2 copies of the calculations were submitted ~ 9. The plans are on 241' x 36" sheets GENER.AL ITEMS (cont' d) . J 10. The calculations are bound together 11. The plans and calculations are stamped and signed by a Professional Engineer J 12. The developer has signed and approved the road and drainage plans f 13. Are there any conflicts between the proposed drainfields and any drainage ditches on the plat ~l 14. Bowstring calculations by developer are in the file for this review. ~ 15. Vertical curve stopping sight distance calculations by developer are in file for this review ✓ 16. Horizontal & vertical alignment sight distance calculations by developer are in file for this review ~i 17.- The engineer/developer has provided evidence of coordination with the electric utility servicing the proj ect ✓ 18a. The file contains a Spokane County Section Map ✓ 18b. The file contains a Spokane County Assessors's Map ✓ 18c. The file contains an aerial photo of the proposed proj ect area ✓ 18d. The file contains a corrected preliminary of the final plat map ✓ 19. The project is located in urban boundary area ✓ 20. The project is located in the Aquifer Sensitive Area / 21. The project plan name matches the plat name ~ ✓ 22. Is the entire project located outside of an ~ identified Flood Plain Area? i ~ i ~ 23. Is the entire project is located outside of an ~ identified Stormwater Management Problem Area? 2 cklistv3.0/Aug93 GENERAL ITEMS (cont' d) . J 24. List any design deviation requests and their status: , 25. Locate the Findings and Order for the proj ect and list any unusual conditions: ~ 1...~ ET~ 1 D, A W~1 G '-t~ +~►~I~I~IUL ZN~ 0.o4r-~ 44- ~ ~ ~J l.r~ T(I.~.L'i ~ M~!`'~ ~,~t ~lEl~ 4~l ~ P2./ • t?.~ r / 23. Backcheck of previous comments completed 24. All previous comments adequately addressed 3 cklistv3.0/Aug93 FIELD REVIEW _ 1. Field investigation trip made on 2. Report completed and put into file on 3. Are there any existing utilities on the proj ect site? (Overhead power, fire hydrants, etc.) If yes, describe. 4. Are the drainage basins on the ground the same as those that are presented in the drainage report? 5. Are there any drainage channels directed toward property? 6. Are there any drainage channels directing water through the property? 7. Do County roads cut off drainage as per drainage calculations? 8. If...._the.re.. are culverts under county roads, does the flow go away from or toward the project? 9. What kind of ground cover exists? 10. Describe any existing channel conditions: 11. Describe channel cross section: 12. Existing Curb Type: 4 cklistv3.0/Aug93 ROAD PLANS . ✓ 1. List any roads that must be designed and constructed on the project. ROAD REQ'D WZDTH DESIGN MIN./MAX. STOPPING SIGHT MIN. CURVE NAME CLASS. PAVED R/W TERRAIN SPEED GRADE DISTANCE HORIZ. VERT. ~ i l(p P~l~ t ZO DS /12.0 1~.tl I fb i ~ 2. Planning conditions require submission of a landscape plan. (NOTE: Usually associated with PUD' s ) ~ 3. I have checked the landscape plan against the road and storm drainage design and there are the following conflicts: 4. The following road plans have a bearing on the design of roads for this proj ect and a copy is in the f ile : J 5. I have sent an "R" value and percolation test request to the Construction Section with soils information and a layout of the proj ect . "R" value test request to Designer (date). ck1iatv3.0/Aug93 5 ROAD PLANS (cont' d) 6. Is the bench mark shown on the plans? ' J ~ 7. Are stationing equations shown. ~ 8. Is stationing correct (south to north, west to east, reading left to right on the plan)? ✓ 9. Are existing utilities shown on the plans (or an information copy of the utility plans submitted) ? 10. Are proposed utilities shown on.the plans (or an information copy of the utility plans submitted) ? J~ 11. Does the note "Any conflicting utilities shall be relocated prior to construction of roads or drainage facilities." appear on the plans? 12. STREET WIDENING ~ 12a. Are curb design sheets provided for widening of existing streets? ~ 12b. Does the curb desi-gn conform to Spokane County Standards of section cross slope (Between 2% and 4.50) ? ✓ 12c. Is there a street cross section shown for widening existing streets? ~ 12d. Does the proposed new width match the width . required in the Findings and Order? 12e. The cross-section shows: J existing R/W proposed R/W future setaside ✓ 12f. 100' (min.) pavement taper into project is shown (1) There is adequate R/W for the taper to extend from the new paving width to existing pavement. (2) There is inadequate R/W 'for the taper to xtend from the new paving width to existing avement; taper extends from existing paving to R/W. ~ p l~g. Length of pavement taper out of project meets: WS2 = 60 for design speeds s 40 mph WS for design speeds > 45 mph ~ ft. min. taper length approved by County ~ Traf f ic Engineer / 12h. Transition from end of curb to existing paving is shown (curb should nose down in 1211) ckliatv3.0/Aug93 6 ROAD PLANS (cont' d) . J 12 i. A 41' -wide, white Painted f og1 ine at 1211 f rom the , edge of paving is indicated (tapers or tangents) 0 A/ ~ 12j. Are the curb grades above the county minimum of 0.80? ~ 12k. If curb grades are below 0.80, has a special note been added which requires a licensed land surveyor to verify that the curb forms are at the correct plan grade prior to construction? 13. NEW STREETS 13a. Does the proposed alignment meet Spokane County Standards? vertical p~ -Y ~ slopes ~4*_:6o p.~.S. ►~u~~~ vertical curve length horizontal curve radius ; intersection separation ~ ✓ 150' on local access i ✓ 300' on arterials ~ 13b. The plans show the typical cross section for streets ~ 13c. Does the proposed street width match the Findings and Order? 13d. The cross-section shows: ✓ existing R/W ✓ proposed R/W ✓ future setaside 13e. Does the typical section on the plans meet ✓ Spokane County Road Standards? cross slope is shown cross slope is within standards ✓ cross slope is correct when checked on profile f 13f. Curb type: . shown ✓ proper type for the road classification ~ meets Spokane County Road Standards for curbs within the public right-of-way consistent with the curb type in the general area ~ 13g. Are the curb grades above the county minimum of 0.80? ck1istv3.0/Aug93 7 ROAD PLANS ( cont' d) . 13h. If curb grades are below 0. 8 0, has a special note ~ been added which requires a licensed land surveyor to verify that the curb forms are at the correct plan grade prior to construction? ✓ 14. Has an "R" value test been performed for each soil group? J 14a. The pavement section is adequate for the R-value and Traffic Index for the road type ~ 15. Locations where water is intended to flow through an inlet or curb cut are at the low point in vertical curve 16. SIGNAGE PLAN f 16a. Stop signs are shown for all streets which intersect an arterial (Check with County Traffic Engineer if there is a question) ✓ 16b. Street name signs are shown at all intersecting streets ✓ 16 c. I s there a need f or barriers at the end of dead end streets? 16d. Is there a need for other special signing? (Check with the County Traffic Engineer) ~ 17. Has the Fire District approved all proposed ~ private road turnarounds that are substandard according to our Spokane County Road Standards? 18. CIIRB RETIIRNS 18a. Are BCR, MCR, and ECR stations/elevations on curb returns shown ✓ on the plan? ✓ in the profile? ~ 18b. Are the curb return elevations correct? 18c. Is there positive drainage from the road " intersection to the MCR? L/ 18d. Curb return radius meets County Standard minimum of 20' (to back of curb for rolled/wedge curbs, to face for vertical curb face types) , 18e. BCR, MCR, and ECR elevations are set to allow drainage from the centerline to the curbline . 8 cklistv3.0/Aug93 ROAD PLANS ( cont' d) . J 18f. BCR, MCR, and ECR elevations are set so that the , superelevation between the intersection and the curbline is banked properly for right-hand turns into and out of the intersection roads (the road slopes from the intersection down to the flowline) 18f. BCR, MCR, and ECR elevations at intersections without stop sign control are set so that the superelevation between the intersection and the curbline does not exceed: (ref. AASHTO) 100 (flat terrain) 80 (rolling terrain) 60 (mountainous terrain) 19. CIIL-DE-SACS ,19a. The cul-de-sac grades (top of curb) meet county cul-de-sac standards (lo min.) 19b. The cul-de-sac curb is shown in profile ~ 20. INTERSECTIONS 20a. Do the intersections meet the 2% grade requirements? 20b. Wheelchair ramps are provided at intersections with sidewalks 20c. If there is a change of direction at the wheelchair ramps, are the ramps oriented so that: ~ a 51x5' pad is provided at the top of the ramp? the required 5'x5' landing zone at the bottom ~ of the ramp is located inside of a line drawn 1' inside a line extended between the curb faces of the adjoining street at intersections? ~ any drainage structures are located outside of the landing zone? ✓ 20d. The intersection horizontal sight distance analysis shows that sight triangle encroachment on private property is 2' or less 21. Is there a need for slope easements? ~ 22. Is there a need for erosion protection? cklistv3.0/Aug93 9 ROAD PLANS ( cont' d) . 23. DRIVEWAYS . ~ 23a. Can a driveway slope of 8% or less be maintained between the edge of pavement and the right-of- way? ~ 23b. Can a driveway slope of 120 or less be maintained between the right-of-way and the building setback line? ' 10 ckliatv3.0/Aug93 DR.P,INAGE PLANS . ~ 1. Has a plat map been submitted which shows lot , dimensions, street widths, etc.? 2. was a map with ad~ contours spot ~ ~ elevations submitted to properly determine ~ drainage basins? / 3. Were all existing drainage courses shown? 4. Were all the proposed drainage courses shown? 5. Were Hydrologic calculations submitted for each basin? (Bowstring if area s 10 acres, SCS TR-55 if area > 10 acres ) 1 Offsite (50-yr storm if undeveloped, 10-yr storm if developed) Onsite (10-yr storm) f Q for entire area ~ Q for roads only INFILTRATION POND ~ Actual pond volume provided DETENTION POND ~ Release to pipe system: contain 50-yr developed release at 50-yr pre-developed i ~ secondary overflow to pipe in control ~ structure for 100-yr developed emergency overflow weir for 100-yr developed ; sump prior to outlet to control structure 1' min. f reeboard i ~ grassed sides/floor for publicly-maintained ; ponds i ~ sprinkler system for publicly-maintained ponds i ~ Retained on site, no drywell: i contain 100-yr developed ~ emergency overflow for 100-yr developed i i / 208 SWALES 208 swale floor area, volume requirements ~ -208 swale floor area provided ✓ 208 swale volume provided cklietv3.0/Aug93 11 i, DR.AINAGE PLANS ( cont' d) ~ UNDERGROtTND GR.AVEL GALLERIES - i i ~ ✓ 1. .3 void ratio for gravel free space volume is ~ used i i i 2. Perc rate from field test is used to develop i ~ outflow rate i i i ~ J 3. 10-yr event volume is contained entirely i underground i 4. 100-yr event volume is contained by a combination ~ of underground storage and above ground storage ~ up to 8" depth i ~ ✓ 5. 100-yr event volume is contained by a combination ~ of underground storage and above ground storage ~ exceeding S" depth i ~ 5a. Soil mixture is specif ied for water depth in pond i exceeding 8" i i i J 6. Entire gallery is wrapped in filter fabric CONVEYANCE Conveyance - pipes , ditches gutter flow depth is less than gutter height ~ ~ Backwater - pipes, ditches ~ Headwater - culverts ~ Curb drop/curb inlets on grade ( f ig 16), sump ( f ig 17) ~ Grates - sump ( f ig 15), continuous grade ( f ig 16) ~ Riprap - stone gradation, pad dimensions ~ ✓ 7. Soils type is "pre-approved" (Garrison, etc.,) i for drywells without percolation tests c.8. Does the drainage report identify the SCS soil groups for the project area and for the proposed roads to be built in the project area? 9. The drainage design maintains sheet flow patterns ~ in natural watercourses i i i ~ 10. The drainage design maintains existing sheet flow i patterns without concentrating flows 12 cklistv3.0/Aug93 DR.AINAGE PLANS (cont' d) . ~ J 11. Does the entire plat lie outside of designated , i 100-year Flood Plain Area? i i 12. Does the entire plat lie outside of Zone "B" of ~ the designated Flood Plain Area? f 13. Is the max. street ponding in any part of a Zone "B" less than 1' ? ~ 14. Does the plat contain appropriate language . limiting the lowermost opening in a structure located in a Zone "B" to not less than 1' above the lowest road elevation? J 15. The drainage concept is compatible with planning commission requirements. f 16. The difference between present and future flows is retained on the site. INLETS v 1. The inlets shown are within the stream flow. ~ 2. Inlets are shown on the low side of a road or at the low point of a vertical curve ~ 3. Curb type inlets are shown at sags and are properly sized. Perimeter does not include the side of the grate against the curb face (all grate types). Perimeter is divided by 2 for calculations where no curb opening ('I~rpe 1) i s provided. Area = clear area = 2 for Type 1 grates) ~4. There are no long curves with flat grades which pose a problem. ~ S. The centerline road stations, offsets, and invert i ~ elevations for all inlets are shown on: i plans ~ prof ile . r ✓ 6. Grate type is shown on the plan and is acceptable. (Spokane County Standard inlets in county ROW, on private property other inlet type may be specified) (Type 1: D-2; Type 2: D-4) ✓ 7. A detail drawing of the grate/curb installation is shown on the plans and includes the 2" depression and transitions as per county standards for grates that are located within county ROW, or referenced to SCRS std. detail D-8 ck1iatv3.0/Aug93 13 DRAINAGE PLANS ( cont' d) ~ 8. A curb cut detail is shown on the plans with the ' new county back drop with transitions and a 2" depression for curb cuts inside county ROW, or referenced to SCRS std. detail B-15 ~ 9. The plans shows acceptable curb cut details and grate details for installations which lie within private road easements. ✓ 10. If inlets are in a gravel road or a dirt ditch a 6' x 6'A.C. apron is shown around the inlet. ~ 11. Catch basin or special manhole details are shown or a standard drawing is specified. 12. Critical low points in the drainage system have been provided with overflow easements. 208 SWALE SYSTEMS ~ 1. Is the swale located outside a future set aside area? See Findings and Order for where setasides are required. ~ 2._ The swale_ bottom and sides have sod or grass turf specif ied . ' 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) ~ 4. If depth of water from bottom to drywell rim is between 6 and 8 inches, soil mixture has been specified which meets Spokane County Guidelines. i 5. Drywell is: ~ located within 8 feet of the curb line, or , a maintenance access route and easement are i ~ provided 6. Drywell stationing is staggered from the inlet by ` at least 4' J 7. Multiple drywells are located more than 30' (center-center) apart 14 ckliatv3.0/Aug93 il DRAINAGE PLANS ( cont' d) 8. Soil type is appropriate for drywells (perc rate ~ a 72"/hr) ~ if not : 8a. overflow from a swale at a low point will be ~ directed away from building pads by i an identified easement over improved ground i an existing natural drainage channel covered by ~ an easement i ✓ 9. Drywell location does not conflict with underground utilities. ✓ 10. Drywell type is specified. 11. Drywell grate type is specif ied (Type 3- std. detail D-7) 12. Drywell grate elevation is: ✓ below the invert at the curb inlet ~ between 6" and 8" above the swale floor elevation 13. Does the note: "Wrap the drywellTaith a filter fabric (Amoco 4545 or equivalent)" appear on the plans? 14. Swale floor elevation is: ✓ specified ~ between 6" and 8" below the drywell grate elevation ~ at least 6" below the norinal gutter flowline at the curb inlet for swalq without a drywell / at least 8" below the normal gutter flowline at the curb inlet for swale with a drywell 15. Swale floor dimensions are shown i i / minimum area is shown i f the area matches the required area from the 208 calculation for impervious areas. 16. Easements for the 208: are shown on the drainage plans i are shown on the subdivision plat are of adequate size to contain at least 6" ~ ~ freeboard above the max. water surface elevation i ~ for the design storm i ✓ are tied to the lot corners. ✓ 17. The side of the swale that is the furthest distance from the street should have a top of swale elevation that is higher than the highest water level of the swale. 15 Cklistv3.0/Aug93 DR.AINAGE PLANS ( cont' d) J 18. The invert at the curb inlet is at or above the max. water surface elevation for the design storm 19. Filter fabric v is specified for the gravel envelope around the drywell is specified between the drywell and the gravel ~ envelope ✓ installation specification is adequate. 20. Irrigation plan for County-maintained 208 swales ~ Lot plans submitted on i 208 LOT PLANS 1. Lot plans are required; submitted on 2. The 208 lot plans show: the lot number, block number, subdivision name, date drawn, scale, and north arrow. dimensions to lot corners drainage easements setback requirements swale floor elevation swale floor dimensions ~ rim elevation if drywells are present ~ curb cut station, offset, invert and length any drainage ditches shows depth f rom the top of the curb an attached cross section of the swale or ditch 3. Lot plans have been stamped by a professional engineer on all pages 4. Lot plans are of sufficient scale to maximize the lot size to the 8 1/2" x 11" paper size. (Drawings may be on plain white paper) 5. 208 lot plans were approved on CULVERTS AND PIPE SYSTEMS ~ 1. The road culverts are at the low points of stream flow. 2. The headwater was calculated for culvert entrances and is under 2 diameters for culverts under 18" in diameter and 1.5 diameters for culverts greater than 18". 3. There is a minimum of 12" of cover for all culverts and storm sewer pipes " 16 cklistv3.0/Aug93 DR.AINAGE PLANS (cont' d) .l 4. The designer has provided a letter from the pipe manufacturer certifying that the intended pipe is suitable for cover less than 3' (PVC), 2' (CMP, RCP), 1' (HDPE/ADS) or the engineer has provided trench details for upgraded pipe bedding for these areas ~ 5. The minimum velocity within the pipe system is 4 feet per second at design flow in a backwater condition. (Note: The County Engineer may permit lower velocities) ✓ 6. The backwater calculations show a minimum freeboard of 0.75 feet for each catch basin or manhole. 7. The minimum culvert and pipe slope is 0.5% and all pipes meet or exceed this standard. j 8. All angle points in the storm sewer system have suitable access such as a manhole for cleaning. r 9. At locations where two different pipe sizes enter the same manhole the 0.8 diameter points of each pipe are at the same elevation. (Note: Exception allowed for drop manholes) ✓ 10. Is there any downsizing of pipes in a systems of pipes that are 18" in diameter and smaller. f 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. ✓ 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 exceed 44 LF and the velocity is at least 4 fps). ✓ 13. All storm sewer pipes are located a minimum of 5 feet from a rear or side property line and have adequate easements for maintenance. 14. Inlets on the same slope are located so that the i ~ maximum width of spread for the gutter flow does i ~ not exceed 6' (f rom curb f ace f or Type "A" or i ~ "B" , f rom back of curb f or Type "R" ) i ~ 15. The plans and profiles show all culvert pipe types, stations, offsets, lengths, and inverts 17 Cklistv3.0/Aug93 DRAINAGE PLANS ( cont' d) . J 16. Pipe materials meet county standards for systems , that lie within county ROW. (Note: The type of pipe in private systems may be as specified by the design engineer) / 17. The culverts shown are properly stationed from centerline stationing. ✓ 18. Does the drainage system conf iguration avoid conflicts with underground utilities? ~ 19. Is there a need for energy dissipation on any of the culvert outlets shown on the plans? ~ 20. Is there a need for rip rap around the culvert outlet at any of the culverts as proposed on the drainage plans. ✓ 21. The rip rap that is shown for the drainage plans is adequate for the culverts where erosion is a concern and the engineer has submitted acceptable rip rap design calculations. ✓ 22. Pipe anchors are shown for pipe grades greater than 15%. J 23. There are no instances where water is trapped against a fill with no culvert shown. ~ 24. Profiles and cross sections are shown on the plans for all proposed channels and ditches. 25. Ditches with eroding velocities have a proper lining for erosion protection. ✓ 26. Water will properly flow from an existing or proposed ditch on to the pavement as proposed on the drainage plans. ~ 27. Where the ditch profile passes from cut to fill the flow has been properly disposed of. 18 ckliatv3.0/Aug93 `w b EASEbEENTS . ~ 1. Adequate drainage easements are shown for , rnaintenance af drainage ditches or pi-pe systems. 2. There are easements praposed or existing for natural channels which cross the praperty. ~ 3. An easement was provided where street drainage was dsverted onto private property. ~ 4. The perpetual maintenance of private systems has properly been prouided for. ~l 5. The maintenance of drainage systems within Spokane County ROW has been properly provided for. 6. ,Appropriate drainage language has been provided by the re-viewing engineer ta the surveyar and/or engineer who is ,involved with the pla~ting work. 7. Fre-existing drainage easements on this parcel ~ are nat affected by this plat ~ ~ ~ B. Overflaw easements are prova.ded from swales/ponds ~ ~ located in low points MI 5 CELLANEOUS 1. QC check of review cornpleted (date) (init.) 2. Bond quantities f or drainage item calculated (date) (init. ) . 3. Vertical curve sight distance worksheets done (d,ate) (init. ) 4. 'Vertical curve geQmetry worksheets done (date) (init.) 5. Drainage volurne warksheets done (date) (init. ) 5. Stamped road mylars to Permit Tech. (Sylvia/Suzan.ne) 7. Stamped lot plans to Admin. Asst. (Sandy) cac1a.gts3.0/Aug93 , 19 ~ •fi Kobylus Short Plat SP-877-93 - Engineering and Stormwater Management Plan August 18, 1994 OFFICfAL Pl?6LiC DOCU4v1ENT $pO(ANE COUNTY tNGNEER'S OFFiCE -~ORIG,ra~~ PAOJECT # SI.aEMITTAL # , RETURN i0 COUNTY ENGlNEEFt : A.ST G•~• oF WAS~, q~ . y , Prepared by: Richard A. Stager, P. E. 17551 ' FCISIER~ N. A. Degerstrom, Inc. SSTONAL E~G North 3303 Sullivan Road .1~ Spokane, WA 99216 EXPIHLs 10/16 (509) 928-3333 • _ " ~~I ~ ~~I ~ r M\~ •L~~ GO1~1~~ Wa- ~u i JZe, 50 P7M Kobylus Short Plat #SP-877-93 Page 1 - Stormwater management plan, August 18, 1994 General situation and conclusions According to USGS topography (Figure 1) of the general area around the proposed development, the land drains in a northwesterly direction without any well-defined channels. Field observation conf'irms the lack of defined channels and gives little or no evidence that significant drainage is crossing 4th Ave. into the development at the present time. On the other hand, it is not obvious that 4th Ave. is effectively intercepting drainage coming from the south, either. A low ridge line can be seen running in an east-west direction approximately where 6th _ or 7th avenue would be. This ridge defines the southern limit of the watershed contributing to potential runoff through the development and surrounding land. The proposed development is presently covered with indigenous grassy vegetation which according to Table 1 of the Counry Stormwater guidelines has a runoff coefficient of about 0.25 to 0.30 (meadow/pasture land, 2% slope). Following developrrient, the property will have a DU/GA of about 1.07, which carries a runoff coef~icient of about 0.20 (Guidelines, Table 1). Since development wi11 not materially change the overland character of drainage through the property, it is evident from the coefficients that the overall quantity of runoff leaving the area will not be increased as a result of development. , However, overland drainage coming from the proposed development and adjacent . property will be intercepted by the proposed access road in the right-of-way corridor of 2nd Ave. Analysis using the Technical Release 55 (U. S. Soil Conservation Service) method predicts that a 50-year peak flow of 4 cfs will be intercepted by the access road in this proposal. The peak 2 cfs of this flow will be stored in the ditch line along the south edge of the proposed access road for eventual inf'iltration in 2 Type B drywells. . ~ , . Kobylus Short Plat #SP-877-93 Page 2 -Stormwater management plan, August 18, 1994 Description of existing nrooertv Together, tract.s "A" through "D" occupy approximately 3.73 acres of flat-lying fallow land (Figure 2). Overall, the property slopes downward in a north-northwesterly direction at average gradient of about 2%. Maximum slopes of about 3% occur near the center of the plat and minimum slopes of around 1% occur in the northwest corner of tract "C". The property currently is covered with knee-high native grasses and weeds, shows no evidence of surface . erosion, and neither contains nor is near an obvious drainage course. Fourth Avenue, which borders the plat to the south, is currently paved to a width of . about 20 feet. It appears that an abandoned, mostly filled-in, concrete-lined irrigation ditch ~ serves as a ditch for 4th along the south edge of the plat. There are no culverts across 4th in the vicinity of the proposed development and it appears that runoff does not cross from the south side of 4th in any significant quantity. Second Avenue, which will eveniually border the plat to the north, approaches the plat from the west and is currently paved to within about 650 feet of the west edge of the plat. The paved cross-section is 40 feet wide with Type "A" curbing on both sides. The proposed access road in the right-of-way of 2nd crosses a variery of fenced undeveloped and pastured lots. Proceeding eastward from the end of the existing pavement, the existing ground slopes upward at an average of about 0. 3% to the west edge of tract " D " where it begins to steepen to about 0.8%. Description of planned and future development The plat is zoned for one single family dwelling per tract. In keeping with the zoning, the tracts are expected to be developed with a mixture of lawns, gardens, landscaping, and possibly corrals, not to mention housing, driveways, patios, sidewalks, and out-buildings. At present, no unprovements are expected to be made in 4th Avenue except for driveway . approaches for tracts " A " and " B " and wideni.ng the north half of the right-of-way from 20 feet to 30 feet along the south edge of the plat. Whenever 4th is improved, it is expected that the : pavi.ng will be at least 40 feet wide with curbs along both edges. The proposed development includes an access road in the right-of-way of 2nd Avenue. The access road will be paved to a width of 16 feet and will extend approximately 900 feet east from the end of the existing pavement to serve tracts "C" and "D" of the plat and provide a turn-around for fire trucks. A plan/profile sheet of the proposed access road is included with this report and a printout of proposed grade control information is included as appendix B. At some future time, it is assumed that 2nd will be curbed and paved. Although it lies in a 50 foot right-of-way, it is likely that it will be paved to a width of 36 feet according to current county standards. Kobylus Short Plat #SP-877-93 Page 3 - Stormwater management plan, August 18, 1994 Runoff Qualitv control measures The proposed access road is designed to be incorporated into a future RID in which 2nd Avenue would be widened to 36 or 40 feet (the existing paved portion of 2nd is 40 ft. wide). A centerline profile has been designed for the future full width conf'iguration of 2nd and it has been assumed that the future road would have a standard 2% crown section. Based on this assumption and profile, the first 500 ft. of the access road, being on the north side of the crown, slopes all to the north. The last 200 ft of the access road similarly slopes all to the south. The . jog in the access road crosses from one side of the crown to the other. . Typical sections of the proposed access road as described in the preceding paragraph may : be seen on the plan/profile drawing acconlpanying this report. The 16 foot wide proposed access road will require grassed percolation area storage of about 600 cubic feet (900 x 16 x 0.5 x 1/ 12) . The swale as detailed will hold about 4.5 cubic feet per linear foot of swale at a depth of 6 inches. Based on this design, at least 134 linear feet (600/4.5) of swale is required to accommodate the present access road. The submitted plan has a net total of about 640 linear feet available. Since one linear foot of swale will accommodate the runoff from about 6.75 feet of road, it can be seen that the current plan has ample swale capaciry. Additiona1208 capacity which is contributed by the storage ditches has not been considered in this analysis. . The plan does not include driveways which will have to be added in the future. A 20' 'wide driveway is estimated to contribute about 25 cubic feet of additional runoff (20 x 30 x 0.5 ~ x 1/ 12) to the 208 system. The driveway also fills about 23 linear feet of swale which would have received 15.33 cubic feet of runoff from the road. The result is that for every 20 foot wide driveway, at least 10.5 feet of uninterrupted swale is required inunediately downstream to provide sufficient treatment capacity [(25 + 15.33)/(4.5 -.67)] . The submitted design has the capacity for at least 19 such driveways [640/(23 + 10.5)]. In order to develop full capacity, the swales are constructed in a series of horizontal steps with check berms separating one step from the next. Kobylus Short Plat #SP-877-93 Page 4 -Stormwater management plan, August 18, 1994 Calculation of oeak runoff Because the access road in the right-of-way corridor of 2nd Ave. intercepts about 900 feet of overland drainage between 6th or 7th and 2nd, approximately 31 acres of watershed are affected by the proposed development. The USGS map (Figure 1) indicates the general direction of drainage to be about N15W resulting in a hydraulic length of about 2340 feet through this area (1440'/cos15 + 850'). The area under consideration was divided into three sub-areas for analysis by TR 55. These sub-areas are outlined on Figure 1 and are named in the analysis as follows: "Upper", the most southerly sub-area consisting of grassland; "Middle", the central sub-area with the highest density of buildings; and, "Lower", the most northerly sub-area which is primarily used as pasture or fallow, but with some housing expected upon development. The SCS soil classification for the entire area is GgA (Figure 3), or Garrison Gravelly Loam, which is a type "B " soil. Appendix A contains the output from the SCS TR 55 computer program, including input parameters. The procedure in the Spokane County Stormwater Management Guidelines which was in effect prior to 1/1193 was also used to compare with the results of TR 55. A summary of this procedure, which checked well with TR 55 is also included in Appendix A. A plot of the hydrograph based on the results TR 55 analysis is included as Figure 4. The area under this curve above a maxunum outflow rate of 2 cfs indicates a need for about 1685 cf of storage. As can be seen from the profile portion of the planlprofile drawing accompanying this report, apnroximatelv 2112 cf of storage are available in the ditch along the south side of the proposed access road between station 10+00 and 16+00. This does not include the additional storage provided by the 208 swales. - , ~ G~oeo ~.JG -rz> -t K E E►1 u.Os W C,,~c.~~ oeo • ~ e. p,l ~e~ ~ oE mce-~ s-t~~E co vmTY c~4 c,c uLAr io,isA-c c.EPrg-b (s 9L F-r G-vR F_ 4~. P2ov,fl~. Ma AL s-WtA G~. QY IN c-IZ4AsiN C- S i1oRA AL D► Tr,4 QaTTo M wIOTN TV yFT; i_~i s IN CA A S8 s AAc.*u S`DRAFk va-vM ETo A6o uT 3?0o cv. F:_(7 . ~ . TR-SS CURVE NLfiMBER COMPUTP_`?'T-ON VERS=ON l.l? Project . Koby?us Short Plat SP-877-93 User: Ric_n Dace: 07-05-94 Councy . Spoxa-r-e State : WA C;12CiC2d: Dcaz:? : Subtitle. Subarea : U:oper Hydrolocic Soil GrcuU COVER DESCRIPTION A B C D Acres (CN) OTN:ER AGRICULTURkL LANDS Pasture, grassland or range good - 12.0(6I) - - . Total Area (by Hydrologic Soil Group) 12 SUBP.REP_ : Upper TOTAL DRAIVAGE AREA : 12 Acres WEIG'r'TED CURVE NLi'A.BER : 61 . . , ~~y TR- 5 S CURVE ~WiMBER COMPjJ-'TA?'ION VERS 70N 1.11 Project : Kobyl:zs Short Plat SP-877-93 User: R'Lch Date: 07-05-94 County . Spokane State: WA Checked: Date: Subti-tie: SubaYea . Midd? - Hydrologic Soil GroLp COVER DESCRIPTION A B C D Acres (CV) FULLY DEVELOPED URBAN A.REAS (Veg Estab. ) Residential districts Avg °s imperv (by average lot size) - - ~ 1 acre 20 - 9.6(58) . Total Area (by Hydrologic Soil Group) 9.6 SUBAREA: Middle TO'!'AL DRAIiVAGE AiZEA: 9.6 Acres WEIGHTLD CL"RVE NUMPER:68 . . , ~ . ► , TR - 5 5 CURV NUMBER COMPUTAT ION VERS :GN 1.11 Droject . Kobylus Short Plat SP-877-93 Uszr: Ri-ch DGte. 07-05-94 County . Spekare Statz: 4vA Checked: Date: Subtitle: Subarea : Lowe= Hydroiocic Sc-4l Groun COVER DESCRIPTION A B C D Acres (CV) FULLY DEVELOPED UkSAN AREAS (Veg Estab.) Residential districts Avg o imperv ~ (by average lot size) 2 acre 12 - 9.8(65) - - ' ~ Total Area (by Hydrolagic Soil Group) 9.8 SLBAREA: Lower TOTAL DRAINAGE ARE17A: 9.8 Acres WEIGHTED CURVE NUM3ER:65 - . ~ TR-55 Tc and Tt THRU SLBAREA COMPUTATIOV VERS=CV I.11 Project : Kobylus Short Plat SP-877-93 User: Rich Date: 07-05-94 County : Spokar.e State: WE; Checked: Date: Subcitlz: Subarea nl - Upper Fjow Tyge 2 year Lengtn Slope Sur=ace n Area Wp Veloc__v T?me rain (ft) (ft/ft) code (sq/ft) (ft) (ft/sec) (hr) --------i-4?----- 300 031 -----f-~ Sheet 0.727 Shallow Concent'd 470 .031 u 0.046 Time of Concentration = 0.77* Subarea #2 - Middle • F1ow T~rpe 2 year Length Slope Surface n Area Wp Veloci~v Time . . _ • , rain (ft) (ft/ft) code (sq/Lt) (ft) (ft/sec) (hr) ~ Sheet 1.4 100 .031 b 0.086 Shal.low Concent'd 350 .031 u 0.034 Time of Concentration = 0.I2{ Shallow Concent'd 450 .031 u 0.044 Travel Time = 0.04* Subarea #3 - Lower F1ow Type 2 year Length Slope Surface n Area Wp Velocity Time rain (ft) (ft/ft) code (sq/ft) (ft) (ft/sec) (hr) Sheet 1.4 150 .031 b 0.119 Shallow Concent'd 310 .031 u 0.030 Open Channel 450 1.0 0.125 ~ ~ ' Time of Concentration = 0.27* - ~ . . ~ Shallow Concent' d 460 .031 u - 0 . 045 Open Char-nel 450 1.0 0.125 Travel Time = 0.17* . ; She°t Flow Surface Codes A Smooth Su--face F Grass, Dense Shallow Concentrated . B Fallow (No Res.) G Grass, Burmuda Surface Codes C Cultivatea < 20 o Res. H Woods, Light P Paved D Cultivated > 20 °s Res. I Woods, Dense U Unpaved E Grass-Range, Short Generated for use by TABULA,R method TR- q-5 TABUI2AR DISC:-?k2GE METHOD VER-CTGN 1.11 Projeci : Kobvl-jss Short Plat SP-877-93 User: Rich Date: G7-05-94 Ccunty . SpckG---a State: jNA Checked: Date: Si.1S7t:it! 2 : Total wate:shed area: 0.049 sq mi Ra_nfall type: II Frequency: 50 ye3rs Subareas Up p er Middle Lower Area(sc mi) 0.02* 0.02* 0.02* Rainfa i?(in) 2.4 2.4 2.4 Curve number 61* 68* 65* Runoff (in) 0.17 0.35 0.26 . Tc (hrs) 0.77* 0.12* 0.27* . ([3sed) 0.75 0.10 0.30 TimeToOutlet 0.21* 0.17* 0.00 (Used) 0.20 0.20 0.00 - Ia/P 0.53 0.39 0.45 . , . (Used) 0.50 0.39 0.45 Time Total Subarea Contribution to Total Flow (cfs) (hr) Flow U-oner Middle LOw2?" 11.0 0 0 0 0 11.3 0 0 0 0 11.6 0 0 0 0 11.9 0 0 0 0 12.0 0 0 0 0 ' 12.1 0. 0 0 0 - 12.2 2 0 1 1P 12.3 4P 0 3P 1 12.4 3 0 2 1 12.5 3 0 2 1 12.6 2 0 1 1 12.7 2 0 1 1 12.8 2 0 1 1 13.0 2 1P 1 0 13.2 1 1 0 0 . 13.4 0 0 0 0 ' - 13.6 0 0 0 0 ' 13.8 0 0 0 0 14.0 0 0 0 0 . 14.3 0 0 0 0 ' 14.6 0 0 0 0 15.0 0 0 0 0 15.5 0 0 0 0 16.0 0 0 0 0 16.5 0 0 0 0 17.0 0 0 0 0 17.5 0 0 0 0 18.0 0 0 0 0 19.0 0 0 0 0 ,20.0 0 0 0 0 , 22.0 0 0 0 0 26.0 0 0 0 0 . ' SCetn YcutY~es =rom ~~~55 SY . ue ~ s ~ ,~~ovidea " ~ _ val ~l°w P ' - , . - • Kobylus Short Plat #SP-877-93 Calculation of Peak Runoff Spokane Counry Stormwater Guidelines, pre-Jan. 1/1993 method (TR 20) 1. Weighted CN: Sub-area Area, Acres CN Upper 12.0 61 Middle 9.6 68 Lower 9.8 65 Wt'd total 31.4 64.4 _ P= 2.4 inches (50 yr/24 hr event, figure 4, sh 2/2) S= 1000/64.4 -10 = 5.53 EQ. 1, p 3-2 Q=[2.4 -(0.2 x 5.53)]'2/[2.4 +(0.8 x 5.53)] = 0.245 in. EQ. 2, p 3-2 2. Hydraulic Length = 2340 lf (p 4 of report) Equivalent area = 56 acres (figure 7) 3. Moderate slope (3 peak rate = 32.5 cfs (figure 8, sh 2/3) 4. Slope adjustment factor = 0.91 (table 9) Adjusted peak equivalent discharge = 0.91 x 32.5 = 29.6 cfs 5. 29.6 x(31.4/56) = 16.6 cfs/in 6. 16.6 x 0.245 = 4.1 cfs predicted peak discharge (TR 55 predicted 4 cfs) . , 10-Aug-94 Page 1 ' . KOBYLUS SP-877-93 2nd Ave. extension profile grades. Standard cross section criteria: - Crown @ Centerfine (CI) Cross-slope = 2 % Subgrade is 0.667 ft. below finished grade. Shoulder of new rd 16 ft. to right or left of centerline, typical Grade control data: Existing pvmt from 330.00 (CI 2nd @ approx. CI Barker) to 1000.00 Warp to fit exist. from 1000.00 to 1100.00 . Finished Grade Station CI 20' Lt 20' Rt 900.00 48.1 47.7 47.7 \ 950.00 48.6 47.9 48.0 Existing pavement 1000.00 48.6 48.0 48.4 / Subgrade Station CI 16' Lt CI 16' Lt 1050.00 48.80 48.40 (Approx.) 48.30 47.90 (Approx.) Grade control data: Tangent grade from 1100.00 to 1650.00 Controlling grade is 49.00 at 1100.00 Grade ahead is 0.3000 % Finished Grade Subgrade Station CI 16' Lt 16' Rt CI 16' Lt 16' Rt 1100.00 49.00 48.68 48.33 48.01 ~ 1150.00 49.15 48.83 48.48 48.16 ' 1200.00 49.30 48.98 48.63 48.31 1250.00 49.45 49.13 48-.78 48.46 1300.00 49.60 49.28 48.93 48.61 1350.00 49.75 49.43 49.08 48.76 1400.00 49.90 49.58 49.23 48.91 1450.00 50.05 49.73 49.38 49.06 1498.65 50.20 49.88 49.53 49.21 1500.00 50.20 49.88 49.53 49.21 Shldr @ -10.86 , 5.29 -10.86 5.29 1550.00 50.35 50.13 50.24 49.68 49.47 49.58 Shldr @ -3.90 12.25 -3.90 12.25 1600.00 50.50 50.42 50.26 49.83 49.76 49.59 1641.35 50.62 50.30 49.96 49.64 1650.00 50.65 50.33 49.98 49.66 , . . Grade control data: Vertical curve from 1650.00 to 1750.00 Length = 100.00 Station, VPI 1700.00 @ elev 50.80 10-Aug-94 Page 2 KOBYLUS SP-877-93 2nd Ave. extension profile grades. Elev, BVC 50.65 Elev, EVC 51.20 VC constant 2.500E-05 Finished Grade Subgrade Station CI 16' Rt CI 16' Rt 1700.00 50.86 50.54 50.20 49.88 Grade control data: : Tangent grade from 1750.00 to 2000.00 Controlling grade is 51.20 at 1750.00 Grade ahead is 0.8000 % ' Finished Grade Subgrade Station CI 16' Rt CI 16' Rt 1750.00 51.20 50.88 50.53 50.21 1800.00 51.60 51.28 50.93 50.61 1850.00 52.00 51.68 51.33 51.01 1900.00 52.40 52.08 51.73 51.41 1950.00 52.80 52.48 52.13 51.81 2000.00 53.20 52.88 52.53 52.21 . a nagement Pian . - `.'C' i ~ ~ !1 ' `Nater M , ' _ • ~ ` • O ~ ' ' 1( ~ lus Sp+$77J93 gtarm KobY , , ~ . .,t, ~ 3 N - ~ ~ ~ ~ ~ . ~ 1, ►1 ~ . ~~p a ~ Q ~ ~ ~ r • - ~ r~- U') ~ ~ . ~ ~ • ~ ~ • ~ C/ ~•...ii'' II .~C - . • . r ~ Q ~ ~ . . , , cy / ~ ~ ' ~ ~ ~ ~ , , ~ ~ ~ ~ ~ • ~ I ~ `1 ` `~.,y ~ n- J j . • ~ • ~ • ~ 00 r,,.r• ' / \ , • • . . . ,l l , . - . . ~ ~ ~ ~ r • ' ~ u ~ ~ • ~ ' ,~''`'`v„~.. . ~ 1 ~ ' ' • ' • 1 dlo, , ~ ~ ~titi • • s ~ ~ ~ ~ ~ . ' •4 ~ , y ~ , ` ` ~ s ` • ;1 ~ , ~ • ~ • • ~ O ~ C ~ ~ ~ ~ . . ! ~ 49. ! • a ~ c0 . ' s C ~ f~ ' ~ • . O 0 c~ a ~ a~o ~ J~'t ~ ~ ao m • ~ ~ j•. J f~ r i 1 o * : r ~ * . +1 a . ~ ~ ~ ~ ~y~''.•=';~ ` ~ ~ Q ~ s s. ` m cn CO • ~ ~ ~ ~ ~ + ~ f •1 • ~ r ~ O r, (I3 N•~ , ~ ~ t~- ~j \ • / ''t_ ~ ~ 11 Wi • 1' •n, : • • ~ Q : , . .~E- ~ ~ ~ , tn O ~ • ! Q ~ ~ ~ . s ~E ~ ~.j,~ ~ ~ 41 ~ ► `~1 ~ 0 4 ~ • I' i r'' BAFtKER ~ ` 4y ! 11 ~ ~ . ~~'~''4. : --s ~ ~ ° > 4-~ ! ; 1~ , \ . co • ~ . ~ 4 ~ Q • 1 ~~r ~ ~ `=5 N ~ . ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~'`.1 • ui O i 7' l E ~ S.. ~ ~ ~ • ~ ~ : - • ~ . cn • ~ • Z ~ . 6 1/~; C ~ ~ -.1 a r . ~ ~ ; S t ' • . , . . Q~ • ~1 ~ ~ a ~ c~ 0 ~ 'a o ~ ~ •a ~ t • ° C~ • 1 t ~ I ~ . . ~ . ~ . ~1+', . o ~ ~rit. ; • ~ . ~ : : ~ • ' `•r••~ N O ~ y/~~'~ ~ • .1: ~ J`! "►'°t:; ° ' hr . , ~ ~ ~ r ~ 1~• i. t s~•'r ~ • ' ` j ; ~ / !~j/~ ' ` ; ` C3~ : ~ ~a r i - ♦ • • sC3 o F~gure '~a•~' i ~ h . rap y • : • ~ • ~ ~SGS T°~o9 a ft- . Pr °X 1a0 ~ aP . ~ . SP-877-93 End Exist, llo' P4vement Tracts A-D ~ Je Cyo n CA r1VC.I - 25~ ~ 196 148.0t' ' I1I8.03' 148.01, 325'1 325' IG2.5" ~ 325.25' „ w w j~ 0 0 TrACC , N Lot II 00 Trac* D H ~ ~ Lo~ 12 N ~o~ 1q ~ ~ 12 S'* A Tro,c l3 ~ Nor1'h .0 eb , ~ w „ N 11• IY' ac.t A ~ ~ I. ~ 30 / 20' 20' Zo, -ExIst. Pavemenfi 20' 0 cr l< c ~ N T co ^ v LJ y CE) ~ W -L CD ~ -1 "n O u1 N C w O (A -1 O ~ ~ rr' ~ (D N ~ . -u ~ {u ~ :3 (D ~ 'D w ~ , . f rn \ + ~ • II ~ . ~,'i ~~i.~ , i p~.~', , y'~'y ~ ~ ~ ~ ~ ~ 1 :Y,~• , ' ,~~f ~ , ~ 1 0 m . , •r o- , , , . . . • > . ~~'l,~ rl'". . ~~~i~ ~ - c ~ ' ~ •~l.t,; '1 , ' ~ p Ai,4.•.~ .4,,. ' ~ ~ %.i., ~ • •a'~ ~i~ w Y t'~~ ~ • . II ~ , : .'i . ~ ~ v • ~.l' C)~ ~ •.~i..~i~:~~' S l~I~rG../,';~ N ~.a~~~,~~ • ~ ~ , ~ L ~ ,i,:'•~~~ i ~ 'a',. y4~ F i 'q; ':~i'~1~. ,p,~, : n•.~1►~ y ~•:tj,~l ~kd1 Z . ~~r~~:~ y ~ r•-} , f" ;a • Y S~ . 't cp CD n r' . ' • ~ rc.:~:u~{p);~d , '~vK < .'~t,~~ ~ ~ •a~ ~a ~ : II. RARI(CR'N ~ JA'=..~ ~ t. . "',i~~ ~.`1 ~ •r` ,b.~ w~•R~ ~ ~~11~ ~~1 (r-',r-r. J ~ ' / ' . . ' r\\ ~ ` ~.1 i I ^ ~~+,c~' ''`f iti~ I~' , ";r;'rfs ;.5;,~~:;~;~`.~:,•.,:...i. ~ ~i~~ (I „ 'o,~,i~ w ~ ,1~ ~Y, !:,"'~1;.;~~,..,,-y:;;'.a' ~~ti k, ; r~~.~ : ~~1.~ • : ~ •J •1 1•Jr (n ~ ~ I t ;.~N,~; ~ ~,'~:1~~ ; "~;,;'`'~.;:iti ~il, ~';;1 :,~fi, ' I n~, 'U ~ ~~rl`~:~'k,Ql~;•'.1if~!~►~~:',: Yti;:!'•S n ~ ~ ~ m p ~ , • p~ !~?~~'~i~/(•~' ~ ~ ~ 7~ ~ ~ O / •/'~}S', ~ w^ ~ ~ ,y~~ ~ I ~ 11 ~ ~ W . , . .i = •~~;1 l~ ' ~ "a•: ~~hi~' b' C CD fn 3 ~ .f: D ~,''Sj~ ~ ~ ; , ~~1 , ;y (D • , . . ~ ~~h~~';T'f ~ 4:r` l . m ~ r ~ ~ , , r , . ..~.~y ,~~f; =;Y r~ ~ v ,1 . ~ l N ~ '~I,rs;ri ~ ~ ~f,`~} 1 1~ • ~••t: . ~ ' S I 1 = - ~~~i~i~~~ : ~Mq~' ~1~.•,~ '+.:~r, ~,ll m 7 tn ~ • ~ , - ~ ~ ; ~';3:'fi co ~ ~ ~ ~ ~ ' ~ . 1 ,!r~►.►, , , , ~ I . ~ . ( ~l ~ ,~~~~',~.1• ~ ,'S~j : cu 1~~d w t' ~t~~ll v;/•i.? f~~ C/) F41 ''i i t~ •a;', j. ~ ~'`y;;~•;~t•Ir l,r~ j ~ ~ ~'~~,~,•~"~~'~~I" ~~1~, ~ O ~ • qI 4f , ,Y ~ . ` • ' ~~~r,''I• „ 1I O ~ _ (D O ~ ~ . , ; 1. CD CA) H O D G E S ^ I) 1 ~~4.,t~::~ ~'~i~w~f,,.•1 . ~ ~ . '`.1'.::~.•~,~'~~".t.~/~ 1 ~ 1 • . ' ' ' i'[,.~. r"41 ~{/yJ , , ~rt -.II ~ ',~•,'r;~~..;~~ ~',:~•,y` , ~ l, . «~w ~F'~'1~•~°I I~ .!l ~ ~ ~'~y:~~ t • uii.,L,L._ Z ~ . 1 J • IN. A. DEMERSTROM, INC. - P. 0. Box 425, Spokane, Washington 99210 Telephone 509 / 928-3333 , Prc;ect ka 13YLu5 S}HQT PLAj SP- 877-q3 SheoT ~ Itern T1Q S-s hl'b,Quc-AA P~, St? YA EVENi Date Remarks izr~5 S- ~ / T R ss DAT4 Pc i.v i, T(p ToTAL . . . F-Low Z Ccfs) i r . , t ~ IZ.o t2.5 13.C 13:5 j i ,M E ~ . S7v/LA C-E REQ'D A(3QvE 2 C-~s ouTFL.ow 2AT ~s f~PPROXIM~TC , IbBs c. OVTpuxc) ~To~44 E a, U 3 2s~ c~ 'FL-E.AS E SE E-r~ ~ a 3 a~to c° o,~fTac.as►~ sa~~ ET • 3.0 dslr4c, -me ~S~ ~ rn a~c ~ nx. Q2oC.~ o ~,eE OF Q~~JpPAGK.~ 'T1~F Poe 3 , Z0c:) SA*,5 ~o e- KA r-> °~lis 9y ~ . ..:.-s~ PAW- 41 oF PR o~-G DLsc~Q I PT~ oN 7-P, 5S ~R 2~1~Y H Yb2o6APH y Y Kobylus Short Plat SP-877-93 Engineering and Stormwater Management Plan August 18, 1994 OFFICIAL PU6LiC OOCUMENT $ppKANE COUNTY ENGlNEER'S OFFfCE PROJECT # SUBMfTTAL # ~ RETURN T4 COUNTY ENGINEER R~ A • S?' G~ oF wns~yr ~ - , C-) o ,r PrePared bY: Richard A. Stager, P. E. ~ 17551 N. A. Degerstrom, Inc. North 3303 Sullivan Road ~ Spokane, WA 99216 E^.,,Rts 10l16/gy (509) 928-3333 S~ 9 / iFd a- -vu?t~P-~ SU P~M i . Kobylus Short Plat #SP-877-93 Page 1 Stormwater management plan, August 18, 1994 General situation and conclusions According to USGS topography (Figure 1) of the general area around the proposed development, the land drains in a northwesterly direction without any well-defined channels. Field observation confirms the lack of defined channels and gives little or no evidence that significant drainage is crossing 4th Ave. into the development at the present time. On the other hand, it is not obvious that 4th Ave. is effectively intercepting drainage coming from the south, either. A low ridge line can be seen running in an east-west direction approximately where 6th or 7th avenue would be. This ridge defines the southern limit of the watershed contributing to potential runoff through the development and surrounding land. The proposed development is presently covered with indigenous grassy vegetation which according to Table 1 of the County Stormwater guidelines has a runoff coefficient of about 0.25 to 0.30 (meadow/pasture land, 2% slope). Following development, the property will have a DU/GA of about 1.07, which carries a runoff coefficient of about 0.20 (Guidelines, Table 1). Since development will not materially change the overland character of drainage through the properry, it is evident from the coefficients that the overall quantiry of runoff leaving the area will not be increased as a result of development. However, overland drainage coming from the proposed development and adjacent property will be intercepted by the proposed access road in the right-of-way corridor of 2nd Ave. Analysis using the Tecbnical Release 55 (U. S. Soil Conservation Service) method predicts that a 50-year peak flow of 4 cfs will be intercepted by the access road in this proposal. The peak 2 cfs of this flow will be stored in the ditch line along the south edge of the proposed access road for eventual infiltration in 2 Type B drywells. ! Kobylus Short Plat #SP-877-93 Page 2 . Stormwater management plan, August 18, 1994 Description of existing propertv Together, tracts "A" through "D" occupy approxunately 3.73 acres of flat-lying fallow land (Figure 2). Overall, the property slopes downward in a north-northwesterly direction at average gradient ot about 2%. Maximum slopes of about 3% occur near the center of the plat and minimum slopes of around 1% occur in the northwest corner of tract " C The property currently is covered with knee-high native grasses and weeds, shows no evidence of surface erosion, and neither contains nor is near an obvious drainage course. Fourth Avenue, which borders the plat to the south, is currently paved to a width of about 20 feet. It appears that an abandoned, mostly filled-in, concrete-lined irrigation ditch serves as a ditch for 4th along the south edge of the plat. There are no culverts across 4th in the vicinity of the proposed development and it appears that runoff does not cross from the south side of 4th in any significant quantity. Second Avenue, which will eventually border the plat to the north, approaches the plat from the west and is currently paved to within about 650 feet of the west edge of the plat. The paved cross-section is 40 feet wide with Type "A" curbing on both sides. The proposed access road in the right-of-way of 2nd crosses a variety of fenced undeveloped and pastured lots. Proceeding eastward from the end of the existing pavement, the existing ground slopes upward at an average of about 0.3 % to the west edge of tract " D " where it begins to steepen to about 0.8%. Description of planned and future development The plat is zoned for one single family dwelling per tract. In keeping with the zoning, the tracts are expected to be developed with a mixture of lawns, gardens, landscaping, and possibly corrals, not to mention housing, driveways, patios, sidewalks, and out-buildings. At present, no improvements are expected to be made in 4th Avenue except for driveway approaches for tracts "A" and "B" and widening the north half of the right-of-way from 20 feet to 30 feet along the south edge of the plat. Whenever 4th is improved, it is expected that the paving will be at least 40 feet wide with curbs along both edges. The proposed development includes an access road in the right-of-way of 2nd Avenue. The access i•oad will be paved to a width of 16 feet and will extend approximately 900 feet east from the end of the existing pavement to serve tracts "C" and "D" of the plat and provide a turn-around for fire trucks. A plan/profile sheet of the proposed access road is included witli this report and a printout of proposed grade control information is included as appendix B. At some future time, it is assumed that 2nd will be curbed and paved. Although it lies in a 50 f.oot right-of-way, it is likely that it will be paved to a width of 36 feet according to current county standards. Kobylus Short Plat #SP-877-93 Page 3 Stormwater management plan, August 18, 1994 Runoff qualitv control measures The proposed access road is designed to be incorporated into a future RID in which 2nd Avenue would be widened to 36 or 40 feet (the existing paved portion of 2nd is 40 ft. wide). A centerline profile has been designed for the future full width configuration of 2nd and it has been assumed that the future road would have a standard 2% crown section. Based on this assumption and pxofile, the first 500 ft. of the access road, being on the north side of the crown, slopes all to the north. The last 200 ft of the access road similarly slopes all to the south. The jog in the access road crosses from one side of the crown to the other. Typical sections of the proposed access road as described in the preceding paragraph may be seen on the plan/profile drawing accompanying this report. The 16 foot wide proposed access road will require grassed percolation area storage of about 600 cubic feet (900 x 16 x 0.5 x 1/12). The swale as detailed will hold about 4.5 cubic feet per linear foot of swale at a depth of 6 inches. Based on this design, at least 134 linear feet (600/4.5) of swale is required to accommodate the present access road. The submitted plan has a net total of about 640 linear feet available. Since one linear foot of swale will accommodate the runoff from about 6.75 feet of road, it can be seen that the current plan has ample swale capacity. Additional 208 capacity which is contributed by the storage ditches has not been considered in this analysis. The plan does not include driveways which will have to be added in the future. A 20' wide driveway is estimated to contribute about 25 cubic feet of additional runoff (20 x 30 x 0.5 x 1/12) to the 208 system. The driveway also fills about 23 linear feet of swale which would have received 15.33 cubic feet of runoff from the road. The result is that for every 20 foot wide driveway, at least 10.5 feet of uninterrupted swale is required immediately downstream to provide sufficient treatment capacity [(25 + 15.33)/(4.5 -.67)] . The submitted design has the capacity for at least 19 such driveways [640/(23 + 10.5)]. In order to develop full capacity, the swales are constructed in a series of horizontal steps with check berms separating one step from the next. Kobylus Short Plat #SP-877-93 Page 4 . Stormwater manageinent plan, August 18, 1994 Calculation of peak runoff Because the access road in the right-of-way corridor of 2nd Ave. intercepts about 900 feet of overland drainage between 6th or 7th and 2nd, approximately 31 acres of watershed are affected by the proposed development. The USGS map (Figure 1) indicates the genexal direction of drainage to be about N15W resulting in a hydraulic length of about 2340 feet through this area (1440'/cos15 + 850'). The area under consideration was divided into three sub-areas for analysis by TR 55. These sub-areas are outlined on Figure 1 and are named in the analysis as follows: "Upper", the most southerly sub-area consisting of grassland; "Middle", t,he central sub-area with the highest density of buildings; and, "Lower", the most northerly sub-area which is primarily used as pasture or fallow, but with some housing expected upon development. The SCS soil classification for the entire area is GgA (Figure 3), or Garrison Gravelly Loam, which is a rype "B" soil. Appendix A contains the output from the SCS TR 55 computer program, including input parameters. The procedure in the Spokane County Stormwatex Management Guidelines which was in effect prior to 1/ 1/93 was also used to compare with the results of TR 55. A summary of this procedure, which checked well with TR 55 is also included in Appendix A. A plot of the hydrograph based on the results TR 55 analysis is included as Figure 4. The area under this curve above a maximum outflow rate of 2 cfs indicates a need for about 1685 cf of stoxage. As can be seen from the profile portion of the planlprofile drawing accompanying this report, approximately 2112 cf of storage are available in the ditch along the south side of the proposed access road between station 10+00 and 16+00. This does not include the additional storage provided" byr the 20$ swales. ~ ~ ~e.o►..~G ~ -CNE E~u.oSF.~ PRp~~ oE0 ~S ~1oT A.r~ZJU4-~6 . oe- '7~v ~ ~ A, n~ o+`► ~E~ 'r`( PE ~ Cv v NT( C.kC tJ w~- ( o N 1 14-C Wr Eb 6;g,-4_ FI G-VAE 4l P2oVIflL Ma l~. s`roM G,C- Qy f/V CAjl_~ASI N~r 51~AA A_ D 1TZ4 RoTTo tn WIDTN To y FT; T}}IS IN CAA_<, e s AVf} I(.MU 5- ~vRAFk VoulM L Tb U v UT 3?00 Cv, F:-(-- - tz~ a, 9 I S 9ti TR-55 CURVE NUMBER COMPliTA`?'LON VERS+_ON 1.11 Project : Koby?us Short Plat SP-877-93 User: Rich Dace: 07-05-94 County . Spokdr2 State: WA Checked: Si:bt1tlZ . Subarea : upper Hvdroloaic Soil Grcup COVER DESCRIPTION A B C ~ D Acres (CN) OTHER AGRTCULTURAL, LANDS Pasture, grassland or range good - 12.0(61) - - Total Area (by H.ydrologic Soil Group) 12 StTBAREA: Upper TOTAL DRAINAGE A.REA: 12 Acres WEICrTED CURVE N-0-MBER:61 _ , ~ . " . TR-55 CURVE NUNIBEF COMPUTATIQN VERS IOlV 1.11 Project : Kobylss Snort Plat SP-877-93 tJser: Rich Date: 07-05-94 County . Spoka~e State. WA Checked. Date. Subtitle: Subdrea : Middl? Hydroloc.;c Soi1 Group COVER DESCRIP?'ION P_ B y C D Acres (CN) FULLY DEVELOPED 'JRBPIV AREAS (Veg Estab. ) ResidenLial disz=icts Avg % imperv (by average lot size) - - 1 acre 20 - 9.6(68) ~ Total Area (by Hydrologic Soil Group) 9.6 SUFAREA: Middle 'T'QTt1T, DRAIv~GE AREA: 9.6 Acres WEIGHTED CURVE NUMRER:68 , ?'R - 55 CURtIE NUMBER COMPUTAT ION VERS ? ON 1.11 Project : Koby?us Short Plat SP-877-93 User: Rich DaLe: 07-05-94 Countv . Spakane Stace: WA Checked: Daze: Subtitle: Subarea : Lower Hydro?oaic Soil Crcup COVER DESCRIDTIOV A B~ C D Acres (CN) FULLY DEVELOPED URBPN AREAS (Veg Estab.) Residential districts Avg o imperv (by average lot size) - - 2 acre 12 - 9.8(65) - Total Area (by HydroZogic Soil Group) 9.8 SL78AREA: Lower TOTAI.t DRAINP.GE AREA: 9.8 Acres WEIGnTED CURVE IWIMI~ER:65 TR-55 Tc and Tt THRU SL"BAREA COMPUTATION VERSION 1.11 Project : Kobylus Short Plat SP-877-93 User: Rich Date: 07-05-94 CounLy : Spokane State: wA Checked: Date: Subtitle: Subarea #l - Upper Flow Type 2 year LengLh Slop2 Surface n Arna wp Veloc_cy Time rain (ft) (ft/ft) code (sq/ft) (ft) (ft/sec) (hr) Sheet--------1-4✓-----300-------031-----~-~ 0.727 ~ Sha?low Concent'd 470 .031 u 0.046 Time of Concer_tration = 0.77* ~ Subarea #2 - Middle Flow Type 2 year Length Slope Surface n Area Wp Velocity Time • , . „ rain (ft) (ft/ft) code (sq/ft) (ft) (ft/sec) (hr) Sheet 1.4 J 100 .031 b 0.086 Sha?low Cancent'd 350 .031 u 0.034 Time of Cor_centration = 0. 12 * Shallow Concent'd 450 .031 u 0.044 Travel T?me = 0.04* Subarea #3 - Lower Flow Type 2 year Length Slope Surface n Area Wp Velocity Time rain (ft) (ft/ft) code (sq/ft) (ft) (ft/sec) (hr) Sheet 1.4 150 .031 b 0.119 Shallow Concent'd 310 .031 u 0.030 Open Channel 450 1.0 0.I25 . Time of Concentration = 0.27* . , • ~ ~ Shallow Concent'd 460 .031 u 0.045 . Open Char_ne1 450 1.0 0.125 Travel Time = 0.17* . ; Sheet Flow Surface Codes A Smooth Surrace F Grass, Dense Shallcw Concentra+ed B Fa?low (No Res.) G Grass, Burmuda Surface Codes C Cultivated < 20 o Res. H Woods, Light P Paved D Cultivated > 20 % Res. I Woods, Dense U Unpaved E Grass-Range, Short Generated for use by TABULAR method TR-55 TABUIAR DISCuARGE METHOD VERSION 1.11 Projecc : Kobyl-us Short Plat SP-877-93 User: Rich Date: 07-05-94 County . Spokane State: WA Ch--cked: Date: Subt1L!P: Total watersheC area: 0.049 sq mi Ralinfall type: II Frequency: 50 years Subareas Upper Middle Lower ~ Area(sa mi) 0.02* 0.02* 0.02* RainFal±(in) 2.4 2.4 2.4 Curve number 61* 68* 65* Runoff(in) 0.17 0.35 0.26 Tc (hrs) 0.77* 0.12* 0.27* (lised) 0.75 0.10 0.30 TimeTOOutlet 0.21* 0.17* 0.00 (T3sed) 0.20 0.20 0.00 Ia/P 0.53 0.39 0.45 -(Used) 0.50 0.39 0.45 Time To-Lal Subarea Contri-bution to Total Flow (cfs) (hr) Flow Upper Middle Lower 11.0 0 0 0 0 11.3 0 0 0 0 11.6 0 0 0 0 11.9 0 0 0 0 12.0 0 0 0 0 ~12.1 a o 0 0 12.2 2 0 1 iD 12.3 4P 0 3P 1 12.4 3 0 2 1 12.5 3 0 2 1 12.6 2 0 1 1 12.7 2 0 1 1 12.8 2 0 1 1 13.0 2 1P 1 0 13.2 1 1 0 0 -13.4 0 0 0 0 J . 13.6 0 0 0 0 13.8 0 0 0 0 14.0 0 0 0 0 . 14.3 0 0 0 0 ' 14.6 0 0 0 0 15.0 0 0 0 0 15.5 0 0 0 0 16.0 0 0 0 0 16.5 0 0 0 0 17.0 0 0 0 0 17.5 0 0 0 0 18.0 0 0 0 0 19.0 0 0 0 0 . 20.0 0 0 0 0 22.0 a o 0 0 26.0 0 0 0 0 ~ P- Peak Flow value(s) provided '-from TR-55 system routines - - ~ . . ; - Kobylus Short Plat #SP-877-93 - Calculation of Peak Runoff Spokane County Stormwater Guidelines, pre-Jan. 1/1993 method (TR 20) 1. Weighted CN : Sub-area Area, Acres CN Upper 12.0 61 Middle 9.6 68 Lower 9.8 65 Wt'd total 31.4 64.4 P= 2.4 inches (50 yr/24 hr event, figure 4, sh 2/2) S= 1000/64.4 -10 = 5.53 EQ. 1, p 3-2 Q=[2.4 -(0.2 x 5.53)]^2/[2.4 +(0.8 x 5.53)] = 0.245 in. EQ. 2, p 3-2 2. Hydraulic Length = 2340 lf (p 4 of report) Equivalent area = 56 acres (fiwre 7) 3. Moderate slope (3 peak rate = 32.5 cfs (figure 8, sh 2/3) 4. Slope adjustment factor = 0.91 (table 9) Adjusted peak equivalent discharge = 0.91 x 32.5 = 29.6 cfs 5. 29.6 x(31.4/56) = 16.6 cfs/in 6. 16.6 x 0.245 = 4.1 cfs predicted peak discharge (TR 55 predicted 4 cfs) 1 10-Aug-94 Page 1 , KOBYLUS SP-877-93 2nd Ave. extension profile grades. Standard cross section criteria: Crown @ Centerline (CI) Cross-slope = 2 % Subgrade is 0.667 ft. below finished grade. Shoulder of new rd 16 ft. to right or left of centerline, typical Grade control data: Existing pvmt from 330.00 (CI 2nd @ approx. CI Barker) to 1000.00 Warp to fit exist. from 1000.00 to 1100.00 Finished Grade Station CI 20' Lt 20' Rt 900.00 48.1 47.7 47.7 \ 950.00 48.6 47.9 48.0 > Existing pavement 1000.00 48.6 48.0 48.4 / Subgrade Station CI 16' Lt CI 16' Lt 1050.00 48.80 48.40 (Approx.) 48.30 47.90 (Approx.) Grade control data: Tangent grade from 1100.00 to 1650.00 Controlling grade is 49.00 at 1100.00 Grade ahead is 0.3000 % Finished Grade Subgrade Station CI 16' Lt 16' Rt CI 16' Lt 16' Rt 1100.00 49.00 48.68 48.33 48.01 1150.00 49.15 48.83 48.48 48.16 1200.00 49.30 48.98 48.63 48.31 1250.00 49.45 49.13 48-.78 48.46 1300.00 49.60 49.28 48.93 48.61 1350.00 49.75 49.43 49.08 48.76 1400.00 49.90 49.58 49.23 48.91 1450.00 50.05 49.73 49.38 49.06 1498.65 50.20 49.88 49.53 49.21 1500.00 50.20 49.88 49.53 49.21 Shldr @ -10.86 5.29 -10.86 5.29 1550.00 50.35 50.13 50.24 49.68 49.47 49.58 Shldr @ -3.90 12.25 -3.90 12.25 1600.00 50.50 50.42 50.26 49.83 49.76 49.59 1641.35 50.62 50.30 49.96 49.64 1650.00 50.65 50.33 49.98 49.66 Grade control data: Vertical curve from 1650.00 to 1750.00 Length = 100.00 Station, VPI 1700.00 @ elev 50.80 . N. A. DECEZSTROM, INC. P. O. Box 425, Spokane,'vVashington 99210 Telephone 509 / 928-3333 Prc;ect k0 GvLUS Sff~(l Q.T P LA) 5P - 8~ 7-q3 SheeT Item SS Y bR~c-4 AP1+ i SC Y/Z EVE-N i Date 6 `1 Remarks 3y /Z AS S . ~ `T'R sS" D/~i7~ Pc i.v i, T`(° r ° ~'o-r/~ L . . 1-LO~n/ Z CGfs) IZ.o I2,5 13,C 13.5 S7-o2A GE REG'D Al3OvF- 2 Cfs ovTFLow 2,4 iY-- Is ~4PP2ox in~/~T~ ~ 16 $s c, - - - a C) z°CD T ~LEAS~ SEE '~a~ ~ .3 a ~,-fT~~a~~ sa~~ET• 3.0 1 1 ~aO ~1~►~~ -~,G ~a~.~E PeoC's fl L) V.E O F r . / PA G~ oF t- PR o~G4 D~.s42 ~ P1i~ oN ?-2 SS HMRo 6AAPH vnRInNCL # AI't'I-ICA]vTS NAMF N4 A- t - BLnG # aRyAnc- Z. - lvs OTHCR # ~-7. - 9 ~ MAILING ADD1tLSS /a Va G 690R SI?_.) a PARCEL # ' G I~ O PHONE - HOMF ,`s 2 0.2 , 3~ ROA.D NAME ~PH4NE - WORK 33 2 91 'he fouowing documents are needed bcfore the Spokane County Engineer's Department can begin processing your variaace or building application as approved. (509) 456-3600 x AGREEMENT TO P.AY FEES have been collected. ,x RECORDED COPY OF DEED, DEED OF TRUST, contract or conveying instrument. These may be cvobtained from the County Auditor, 2nd floor of the Courthouse. X LEGAL DESCRIPTLON of your acccss easemenL x a LISTING OF NAMES of individuals who will be signing the documents. These individual aames- should appear as the person(s) legaily sign their ftame. " - A CURRENT ASSESSOR'S MAP whicb depicts the tocation of your properry. ~ OWNERSHIP ~1~IICRO-R[JN. These may be obtained fzom the Countv Assessors, Ist floor, of the Courthouse, Jefferson entrance, 2nd door oa the left. The necessary documents will be prepared by the Engineer"s Department, Right-oE-Way Section, upon provision of the information noted above. You will be notified when the documents are ready Eor signature. The documents may be sent to you, however, TT SHOULD BE NOTED THAT ALL SIGNATURES MUST BE NOTARIZED. The Engineer's Department does have notaries avaiIable 'if you cho4se to sign the documents at our office. Please call when ready Ptease mail when ready Notice to Public # 4 Right-of-Way COMMENTS ~_"~Cf' -Tr~p SEC Right-of-Way Agent Forward to you from aa~_, ~ l:\pU\r►otioc.192 . ~ . ~ , Kobylus SP-877-93 Stormwater Management Plan ~ ~ ~~,,s~ ~r~, S P R AG UE A V E. ' ''r"~;` c-- ` ~ . . , U.Y~ ~ _ . ,i ~ r:-~• . ~ ~ !T -j;'. • ~ . o ~ • - ,..j ....e ~ _ ~ °C~ ,`T`~;';. :,`1-: • F" Ir l: - q S I~-8 t 7-9~ ~ •~:r. j - . ' ~ ~ - . . . . ' " : t-r• • ' • '}•r~.; ' 2 N D A V E. ,j ,~,r.. ~ ~ . r•• ; ~ ~..r'~ a ' Y ~~J` ' " j ~ ^ ~f'< ~ "'r . ` • , I ~ , ~ ~ y ^-1 ~::.t ~ yr~,• w~• ~L~ ~ :i3~ ` naio:~ ' s~. ~ n_ ~ • . ~ ~ ~Y , A - E ' :.'~~~'~''.~i:' Y ~ ~-v:. . ` - 't'~~•''•" , . i ~`j• . ~.~_Y`, 'r• . i ~ . _ :i~ ~ r7 M ~~~y• " y ..:i-'~ ~1~~r~• ~ ~ ~ 1 ~ • ' -4"~ ` . .~'-•a ' "~iK P ' . » ' S ~ ` • - ~ - ~ t . ~6:;J,•%:t'~ .'s~;, ~ ~ 4 T H A V E. ' .0•4 _ ' i = • , ~ . • ~ , ~ , . :-t• ~ ~ ' . ' . : ' • ~ K ~ ~.4..• f. {.~rem ~ t~~. ~f~:.:~.'~~j Y.~r~ i . • ~ • A~ ~ jti~s . i• u• . cr„ i r.. ~ 1 ~ ~ • • E L i: i ~ J , ~ i ?a'`•' h. • i , 'U - . - • . ~ f~ t~:' - , 'r.s'~ . ,.1..7y ~ ~ , ~•li~` ~ : Il ~ TY; ~ ^ ' , . ~ . • . Z• cr. ~G~ ~ ~ ~ ~ ,•9 ~ ~ • ~ Q o NORTy - ; i.~c ---~%~;~-..tvc ~ . • ~ s ~ :J: ' ' ;,`;.~t~:c;:" . ~ ~ = + ~ ` , tl ' " ' , - ~ R . _ __-_-----~~----~L C~JJ: ,r~•~`~~' "~`cy~ _ . .s.u: ,d ,77-7~-.:.;_r-:.::;;,, . /~,.r~J r~ 8 T H A V E. . . ~ • - - • ~ . ' ' _i ~~c+s • ' • ~ , " , . . . .Y~c' ' ' • ~ . • ^ ;~%J~' y~ T' . t,' ~ . ~ ~ 1 ' . • ~ ~ ~ ~ • ~ • • t • ~ . • • ' ~ + i: ~ . ' ti• • i : . . ~ ' . . r ,4~•' " • " . • ':r.~ - • . wz t , . • . ' J ' ~ ~ ` . . ~Gm ~~i - - ~ . . • . ~ f ~ g ~E-_ • - ~ = = = ~ ~ ' `"f' . ' ~ W , 04 - ~ ~ , ~ C'~.~► , ~-~.T:~, x,~ .M~ : , ~ , e EZ O • f ~ ~ . W e P, o ~j H s 8 E Mc8 , P,o ~ :r~M aC ~ ~ Figure 3 . SCS Soil Map - 1 " 1000 ft. L t Plan ^ ~ter ~anagEmQnt ' mw 877'93 StOr , . ~ ! ~ _ ' . i ~ Kobylus gp- , - ~ ~j,~❑ • tf ~ ~ F~. ' - + ~ ' . - • • ' ` ' • ~ . • ~Q d ~ ~ ~ • - ~ • • ~ t;~~ - \ a o~+ N / . . r~...,~_ . ~ i ~ • ~ , ~ ~ ~ ~ . • ~ ~ ; ~ '~.y, ~ p., s ~ ~ - , , \ -r f . ~ ~ ~ • t ~ ~2 t QQ y.~ ~ ! ` t ~ , • • • , • ~ ~ r ~ ~ _ ' y ' , ~ • ' • ` • ~ ' ~ ~ ~ ~ s . ~ i a ~ s • ~ - ~ f• - Q~~` ~ • , W ~ + • ~ J.~ • • ~ , f ~S . • ~ • ` ~ • ~ ` 1 • , O'` • ~ ~ ''S • • ~ • ~ , ~ ° 3; . ~ . ! Q, O O t"' ~ • . .1 ~ r s . . t1 ; • 1„+ , ~ ~ ' i pf ' . - t r/ ' , O~ 1 G a to db C! ♦ S ~ l P. i ` ~ ~ ~ . ~ J ~ 1 X. ~ , ~ ~ . • ~ ~ Q v~ ~.s..t-~ _ ¢ Q ' ` a Q ~ , 06 __j! E ~ ~ • 0 cn 0 s • 3 1- , CO . r • + ~ ! ~ ! ~ ~ , _1 • . i ~ s ~ ' ~ , ~ m (V'' ^ 1'' • f '1"1 . ~ r• ' * ~1 ~j ~ • t ' ~ • , . . . ~ ~ a , .r , , - • • ~ ,,1 N 1 ' - "~t' ~ ~ ~%C . a. i tt? ~ ~ • ~ , , 4 ~ r' • • ~ ~ ~ g ARKER ~ r ! t " ` V ~ s' a a~ f~ l t1 o ~ ° ; I ~ ~ ~ > 1 tD { . i r J ~ ~ ~ . Q cv a 4- , ~ ~ ' 11 • ~ ~ ~ ~Y. • ~ ~ CL , ~11 ( ~ • (L • a .t O • ~ f ~ - \ ..1J ~ ( ~ r • ~ • ~ • ~ C? j / . ! . • rl: , : ~ ~ _j . e l ~ ~Q • tf ~ . . w, f Q ~ • ~ ~ ~ ~ ~ ~ _ p ~ 'i ~ ~ -r,J a Ol, ~ ~ ~~1 ..r"r j~ , i ko Fgure Y ,-~opo9raph UsGs c X 1000 ft• 1 n f _ apPr O SP-$7?-93 ' , ~racts A-D yo' Pavemerfi ~nd ~x►5~'~ , ~G2,5' : IH2.~" ' i 1 ' 325 " "+r c ic C . 25' , I48.o3j ~ NB.oi Q, CP \A ' N Lp-~ L~~}. 17.. '~25'* tr c~' ~ Tra ►h . NOri~x I ~ 200/t ~ N. ~ Q ~ w F ' 2 • 0 zo A ~ K 20, ~ Pav eme"~ N I - ' 20 ~ - OD ~ t ~ w ^ ~ o , f m ~ ro , ~ m ~ N t9 o rn ° r-4* - ~ ~ 10-Aug-94 Page 2 KOBYLUS SP-877-93 2nd Ave. extension profile grades. Elev, BVC 50.65 Elev, EVC 51.20 VC constant 2.500E-05 Finished Grade Subgrade Station CI 16' Rt CI 16' Rt 1700.00 50.86 50.54 50.24 49.88 Grade control data: Tangent grade from 1750.00 to 2000.00 Controlling grade is 51.20 at 1750.00 Grade ahead is 0.8000 % ' Finished Grade Subgrade Station CI 16' Rt CI 16' Rt 1750.00 51.20 50.88 50.53 50.21 1800.00 51.60 51.28 50.93 50.61 1850.00 52.00 51.68 51.33 51.01 1900.00 52.40 52.08 51.73 51.41 - 1950.00 52.80 52.48 52.13 51.81 2000.00 53.20 52.88 52.53 52.21 . 1 T ~ OFF . YCI. .836 PAGE 505(11 iill Im. lm TICOR TITIE INSURARlCE ~ `z ':'iled for Record at Request of _ -~1 t 0 TiCOR TITLE~ /c` 1 1 1 vU4~pSHLVC~y ia I~ZURPHY, BANTZ & BURY 631 Lincoln Buildin AuG ~ I lS ' g ~ I•~, Spokane, ~aashington ~ ~r ' ~ '0 ~~f j' 99201 W1l.L1hM L. AUGlTOii C:3 ~ # 10046 ;sPOKaHE courITY, WAsH. o c CD C176609 orPIITY 'I'ITLE ORDER NO. MMQR Q; G J ~ G- STATUTORY WARRANTY DEED J ° 11-9 THE GRAN'roR , ROBERT H. YOUNG, JR. AND MARY L. YOUNG, husband and wife/ ` / for and in consideration of One Dollar ($l. 00) and Other Valuable Considerations in hand paid, convcys and warrants to ANDREW P. PHILLIPSON AND NORENE I. PHILLIPSON, husband add wif e ' thc following dcscribed real estate, situatcd in the County of Spokane , State of Washington: Lots Five (5) and Six (6), Block Twenty one (21), Corbin Addition to Greenacres, according to plat - recorded in Volume "S" of Plats, page 30, in Spokane County, tiVashington, EXCEPT the West 162.62 f eet of trie North 3 04 . 0 5 f eet of Lot 6 and EXCEPT the East 165 feet of Lot 5 and EXCEPT the North 304 feet of Lot 5 lying West of the East 165 feet of Lot 5 and EXCEPT the South 21 f eet of the North 304 feet of the East 10 feet of Lot 6 and EXCEPT the South 25 feet. SUBJECT T0: Last half 1986 taxes. Last half irrigation assessment by Consolidated Irrigation District No. 19. Said premises lie within the boundaries of Consolidated Irrigation District No. 19 and are subject to assessment by said district. Reservations contained in deed executed by Spolcane Valley Farms Company, recorded prior to February 15, 1950. Excise Tax Paid on $600008973 Sale Amt. Pd. D.E. "SKIP" CNlL6ERG Spokane ounty 7reo.s. ~ Dated this day of 19 86 ~.~i~. . . ~ ~ ................(Seal) ~ OREGON ~',,"f. : . . . . . (Seal) STATE OFX~XX~' 9K ss. County of XXXXXXXX On this day personally appeared before me ROBERT H. YOUNG f JR. AND MARY L. YOUNG to me kno.\vn'to,+be the individual S dcscribed in and who executed the within and foregoing instrument, and acknowledged that `,~;~,at??E;y,,,;! signed the same as tYl lr free and vo tary act and deed, for the uses and purposes , therein ' ~ . rriien6oned. . Q'GI~-VEN,uQ'r mfl~antf`oi~nd:official seal this G, z~i day of 19 $6 ' ~ r: ; • ~C7 . ~ •i O;~:K•6 • .~~.,}I~"...~~•:-:~~..YV•V✓.`%\. Nota I't Pub/ir i nd for the State of P,tX Oregon . • C3 ~ ;a • ~'t • ~ e residinut ~ . ` g ....s pox X...... . ~ F-.G ~ L58 11 /23 /94 PHILLIP S ON LOT 5 # 55202.0158 & LOT 6# 55202.0156 DRAINAGE EASEMENTS PROPERTY LEGAL DESCRIPTION d N /0 FE£T oF S. 35 FeE-c oF Lo-r ~o ,o.Wp 'T4e- Jv . IQ FE~T v~ o~ Lo-r S •..1 3 t- o F Go ee .1 ~ ti°°s o~~~'~ G~~~NArL~.~a , 4 s P~~ P-'►~ Ti+E 2E o~ eSc-ow=CS4::~ i,J ~low mE ,►5„ cF PL4T5 ,~^4e 3a. . . FEE. .W . :1.9-FEE T (lF T 5: USL r--- A , V6 T~~~ `~,=~'-'4 41u~ - ~'~~T'C. J-2 A -EF-3.0. ~ L , TRANSAM.ERICA TITLE INSDRANCE COMPANY 720 NORTH ARGONNE ' SPOKANE, WASHINGTON 99212 (509) 922-2222/FAX 926-1519 PREPARED FOR: Order No.: JM-175202M Certificate for Filing Proposed: ANDREW PHILLIPSON 1513 S. PROGRESS cc: Landmark Surveyors cc: Spokane Engineers Charge: $125.00 Tax: 10.00 Total: $135.00 PLAT CERTIFICATE Eff ective Date: April 27, 1993 at 8:00 a.m. <In the matter of the subdivision to be submitted to Spokane County for approval, this company has examined the records of the Spokane County Auditor' s and Clerk' s of f ices , and the of f ice of the Clerk of the United States District Court holding terms in said county. This certificate is made for the purpose herein specified, and is not to be used as a basis for closing any transaction. Liability is limited to the amount paid for this certificate. From such examination, the company hereby certifies the title to the following described land, in said Spokane County, to wit: Lots 5 and 6 in Block 21 of CORBIN ADDITION TO GREENACRES, as per plat thereof recorded in Volume "S" of Plats, page 30; EXCEPT the West 162.62 feet of the North 304.05 f eet of Lot 6 and EXCEPT the East 165 feet of Lot 5 and EXCEPT the North 304 feet of Lot 5 lying West of the East 165 f eet of Lot 5 and EXCEPT the South 21 f eet of the North 304 f eet of _ the East 10 f eet of Lot 6 and _ EXCEPT the South 25 feet; Situate in the County of Spokane, State of Washington. VESTED IN: ANDREW P. PHILLIPSON AND NORENE I. PHILLIPSON, husband and wife. EXCEPTIONS: l. Taxes and assessments, if any, no search having been made thereof, as to Parcel Nos. 55202.0156 and 55202.0158. 2. Liability to future assessments by Consolidated Irrigation District No. 19. ~ page 1 of 3 • i Order No.: JM-175202M , ' 3. AGREEMENT AND THE TERMS AND CONDITIONS THEREOE: BETWEEN: Spokane Valley Farms Company, a corporation AND: Community Service Company, a corporation DATED: July 5, 1923 RECORDED: November 10, 1923, Book "X" of Contracts, page 282 RECORDING NO.: 733599 REGARDING: Providing for construction of ditches, flumes, pipelines, etc.; erecting poles and distribution lines, with right of ingress and egress to maintain said pipes, lines, . etc.; and providing for lien for unpaid charges for such service. 4. Reservations contained in deed, Spokane Valley Farms Company, ~ corp., Grantor, recorded on August 10, 1928 in Book 495 of Deeds, page 544, as follows: Irrigation flumes, ditches, and pipe lines over said property deemed necessary for the irrigation of said land. 5. Restrictions imposed by instrument recorded on September 12, 1941, under Recording No. 514076A, as follows: No dwelling shall be erected or permitted to remain on said land of less cost than $1,500.00; however, a temporary house may be build and used for not to exceed two years. All buildings must be painted or stained. At least one-half of said land shall be improved within two years from date of purchase. 6. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: -GRANTEE: The United States of America PURPOSE: Perpetual right of way easement AREA AFFECTED : N. 20 f t. of the W. 20 f t. of the E. 172 f t. of Lot 5, B1. 21, Corbin Addition to Greenacres DATED: October 19, 1964 RECORDED: October 26, 1964 RECORDING NO.: 58399C ~ page 2 of 3 ~ t _ Order No.: JM-175202M ~ 7. Potential liability for assessments levied by Spokane County Utility Department for the Aquifer Protection Area. To verify, call 458-2538. In order to make payment, account number is necessary. TRANSAMERICA TITLE INSIIRANCE COMPANY By Ju&e Mitchell, Title'Officer md . ~ ( ~ ~ page 3 of 3 - ~ ~ ~ ~ ~ . - . ~ '•'.t - •F~---i±i--~±lw!Z'~!.~i+e'±L~"i'►i~'~i.~"~~'-"*~'- , - • • - • ` . ' ' r.■ _,r.i~- 1V^'T , , ~ r:t~ e r ~n+~ i~ - [~c~ n , ~~i. 0~~1 Pa~E ~U~ ~ 1 ~i~; ' ~ T~C~~ I1~5~Ji~J41~iC~ l~e ! ' 1• ~ C7SliJ~.7~J1liJ~ r[~ ~ 4 lL~:U k:i~ r-_• : ;1::7 , , I-~lc~ f„r ltecc~rd as Iseyucs~ of ~lC~~ T~T~..~ i++~ 4 ~I~.~:~~~1'~~ 4.~ - , + ti • ~ ~ ~ : ~~u~~~~~t e~~~Tti ~ ~r~R~ ~11C 4~ 1~ 19 ~~'Bb , : ~ 531 L'an~aln E3ui~d~.ng I ~pct:ar~e, Lti~shi.ngk.on w11,11nH~.:'~he,t,l~E ~ f~ ~ , 99 a+~ 1 • ~La~i ~e .~rnx~t~f ~atiNTr. wA~K. ~ ~ . ~ r~~as r~frv~Y ~ , - c~~s~a~ f~ll~~~ ; - rrt~.e nFtt7FR ~9. , ~ . ~ ~ ! ; 'I . ' - ~ r r l • • ~ ~~k~~~~fii ~ ~ ~ ~ir r,s n~ ias , ROf3T:RT 1! . YOUtrG , JR' . I1SiD hlhRY I.. YDUCIG, hti3 Q~ar+d and wi Fe _ , , i.., i.~s ~~.~~~i.~},~~~ ~i ~ne Do11~~ ~$].,OU} and Ot1~er Valuable C4nsidcra~ions ~ ' . i~ 4~+a! ~au± enn,e,• t+~d v.iTral~li IA ItNQ}~~'7 P. l~1~ILL,Ig'50Ii 7l~+IQ N4RFNF: I. ~1LILLIp5DDT~ , ttiusb~nd ~rid +~ife • . 5la~e ef ~f~. ~~.C•,wia,~ +la+twtis~l ,-.1 sa.:e, .,~uH~rd in ~~e {~„~A~y nl ~[74~=e7T1C ~ 5+ ~ • r:~ r.~tm. • f. ~ Ln~a Pivp f5~ and ~ix {6)~ alac#: 7~rrnfiy arie (~1.~, ' - f AYIYS.~ n~.~iti~n ta (;.~c~nacr~s, ;~ceur0~ir~y--Eo pluti' ' ~ rtecorc3ec] in ~*~lu~-~e ~.S" o£ I'~ats,~ ~aye 3U, in _ a~wane Cvunty, 4•~asf~ingtor~, the ~es~ 1~5~'.G~ f EGF+~t of t}~C IIr~ICth 3t14.05 frr~+t F~fi Ai1d ,F.~{C~'["I~3 , th~ F~1sG 1~r5 Eet~ i.a~ 5 and •XGCP~~ ~he ~1~izt1~ - JCt4 'E~+^.t ~F 1~}t 5 ly3ri•a Y~~s~ vX ~ rast i65 fce~ . , of ~~t S~nd ~~C~p~ ttte Sauth 2~. ~cet af ~hc t~ortl~ . . ]b7 Ec:~t r,f tY~c- ~tfgt ]0 Ccr_t vi~ i,al: G~i+cl ` ttte Sauth ~S ~eet. ~ f ~ _ ~ • &UEJS;C'i' T0- I,ask h~If 1986 ~sYxes. L~xsi~ ha.~f . . . irriga~i~xn ~~sessment by ~~~ssolidated Isrfq~~tion , . District t~o. 19. Said gr~mi~~s lie witlnin the , : bot~r~e]~~~es ~E Caflsol.idated Irrigatia~ ~is~~frt t~o. ~ anc3 are sul~~ect ~a dSSe56m~~1~ said di~tri,cC. ~ Re~er~•atians co~~~ined in ~e~d execut~d by 5pokane ! ' Val~ey F'arms Com~arsy, re~nrded prio~ ta ~'~i~r~ary ~~t ~ 1970. i FXS~t~ tati Pa~d an 5ale A~rd Pd •~s~~~~ I Q E "Sr~p • CI~~I.P,ERG : . S~~~ano- c~nt~ Tr~~ ; ' ~ ,~~r ~'~l.~~e~f~ 1~ i a~ ~i ~ . xv 8 6 I~Y•~s ~r~ ~},~y Y • - - -,.,.,,,.,.,~$ral} ar3ecor~ j . ....cs~~fi 4l.,rr. +,r x}'~:SHFf~~![ , ~ •"~^'r ~7,X~i]t7C7C5{ n~ ~n,~ dry ~n.r,n~llp,~~~~~ ~;r~F« ~e T~~A1;RT E[. YOUNC~ Ttt. 7~f~A Ml~~Y T,. Y~U~FG ~n me 4ro~~-~ In M ~Jx in~i~~*S~i~f 9 ds-tieribcd in ~~d +~M~ esCitiltd ~fi~e +di~hi~ rnd fiirrp.~ia~~l im~lvna~m, ~~4 arknuwkJptd thni t~lC' jr ii,~ned Ihr .ame ■s ~fl ~k~ ~rs! ~~i•d r~1i1~' ■ei anJ Jrsd. !~x ~he VySy iM) r4fr~me~ r ~wr~.~~~ ernrir.nrd ~L~ r~(~O.f ■ . ~4 ~~1 i:i4'1 5 i~r~fs~ r~j I,yryf ynr! ulfKa~l ~eil thn ~~4 dr7 •d~fF ~ ~ 1 f fJ~ 4~ /S S f I.# /Ff~ + ~ Y, t f ~f . J . - ~ "jy~~,~ {~~~flr r~ri.1 fis tl~ 4+art ~d 144J{+}G}~ffii{ Qk'Cr]dll t f~ + rr.l4hrid nf _ ~~+'~4~~ ~A~'l~.f~ {S ~ ' ,~.I ~ . . . i • ~"b'~?*"!~ ~ , . - . - - e .r 6. . - - r. - , • ' • ` . r ' , - , ~ ' . ~ , , - . 13 7 1_10 ~2 9212200090 . AfLel 1Ccx}rding, rail 4L : * ' ' ~ ~r V R ^ ~ ~ } F . ANEREW OR NMELkTE Rli= PSON floileei, Tlt~~ Ntnpany S. 1513 PRCGEZESS RD af Washtngton ~rr; ~,,99307~s~r ~ 0 ~3 #9 1 RCf : ACC'r 011-59151 . --;°JlT0? 'I'ICOR R11741P-13 CtaUf,TTri'ASH, DEF'llTY F U L L RE C0 NV E Y A N C E The undex•sigrned, as Trustee u.nder that certain Deed of Tnxst which is identi- fied belcw, havirlg recelved from the beneficiaYy urader said Deed of Tr~ a written request tv recornrey the real property which i.s described therei.n, does herp-by recorYVey, without warranty, to the p=on(s) entit3ed thereto a11 of the rig-it, title and int.erest row held by said Ttu.~f~e in ar%A to the property desc- ribcd in said Deed ❑f Z'rust recarded in Spo}arie c=ty. GRAikPPDR; ANDFZEW P. PM1=FS0N A~D NORENE I. PH=FSON, Hf W BENEF'I=RY: RO= H. YOLNG JR. AIwID MARY L. Y'OTJNG, Husband and Wife # GATED: Ju]_y 30, 1386 PEOQRDED: August 13, 1986 - FILE rrUMBER: 8608130200 - VOL: 836 PAGE: 506 This Reonnveyaxice execaxted on Deamber 9, 1992 TIOOR T= IlNSURANCE CCMPANY (Trustee) Pio~eer NatYar~aT tle Insurance ~n~r . ~ F~7HHAMFaU1M BY. ~ . STA'FE O F Washing#on ~ }ss COUNTY DF Spokane } qn this date, befare me, aNotary Public in ancl for the State of 4#ashington, du4y cormiissioned and sworn, persorrally appeared BRAD HARTMAN to rte known to be an authorired signatory of TICOR TiTLE IFlSURAFlCE COFIPANY (Prevaously existing as Pioneer Hetional Title Insufiance Corttpany), the corpvration that executed the faregaing dnstrunent, and aeknouledged the saad instrument tv 6e the firee and rroluntary act arrd deed of said corporataan, for the uses arsd Fxarposes therein IIbE'11t1o1'1Ed, and an oath stated that he/she is authnriaed ta execute the said instrunent. Witness my hand and officiat seal her ~ffixeci an ece~rber 9, 1992 f r•' ~ . 1+~ ` ry P i c in end far the St2t~ of W ington, residing at Spakane c~crrmrissivrr explres February 16. 1994 F.1~~ ~or 1eCULd dt requeSt C7f P1oIleeS' T1tle Company O~ Washingt017 ~ 521 FlI st AV~.'I llie SPokane, Wa 99204-4366 . ~ . . - i " ~ ~ LaWlri= 14e LIUPIH= 625 L7A4kA= 1016.51 PRfJPCODE=0000 GRaHAM, J0PN u& L[NDA E E 18915 4xH AVE GREENACRE5. ~A 99016 CORSIPa s0D iQ GRHNACRE5 uli12 OF LT 12 BLK 21 ENC N25` T' ~ 57202 OiSb`----PNILLIPSD4, ANORCuJF' 1'OVNG. RO6ERr h 5 1513 PApGAE55 Rp :,DaRE55 f~A1KI~0ur~ SP~; f 44 ' PAbP-0000 JERADaIE. wa 94037-977; 5A55= 3.00 CNSv3 1.0.0 %-,EE[~ 2~J.200 nSSR .rAL t~?.20{~ iA.ti:1@L' ~ 0 i~[~0 20. Zi~O L~vO VAL 325.~-0 A5I"7 4.00 Sa55 329.40 FAi D RE ~E= I lR= 64.6+~ y19 6~,.G~' PAID ik i R= qc P 1643067 0512W94 04130194 329.40 0'AD 164.70 PA1P, 94 p 1745432 11l01144 101311'94 164.70 bwz0 164.70 r"AIO S~G~'=8~-OF11 DEED&=7303080190 ~aST SAI.E 1NFQ: DA~E--07I29f86 PR1CE= 38.406.00 M~MER=9600-$973 55c~; L3AAEA= 14~'030 PRCPCf~QE=0CG0 YOUNG,iZEEEAT H 5 1513 PROGRE 55 RG uERADAIE,~A '~,9037-9773 {OABIrl ADD T0 GREElvACRES LT 6 BLK 21 EXL EIO' CF 5341 .70' & ExC 525' $ EkC N+a114 0F L7 6 ExC S12.5' , S~~O~y~;s-~_ __F1;~lN, ~4~~f~1'fJ_ -y------y----_--____ h`ik1~1. JONN E . ' E 19006 SPRAGU~ '~VE r1GUf AV{ E i9~~ GnE ' FR!}P=L~~ "REERA{RES, UA 99~i6-~}b54 SPR 5 55= 1.00 WEE3 iAX~3LE ~4 F 7 ~ ]Aa~ „ to~.OOri~~~A3 11B,300 Ir~OP ;r~,~~ "r2~ .900 ,155R v,~,~ yr c[ 1~~ ;900 . C►' ;~W ct) F' r cc . 2,092 ~i~{~I J . F ~Gr~ ~ r •il~ v•CQ►vT INUEp ~ ~ -EAL ESTATI: r;5 OF 111+3~94 h'kG. 14Q; i4 ~ ;a- ~ 5POKANE CC-UAlT1' iRE:54:Rtn"'S TA){ RCtL R ----_.~~~__r------y---i------_~~ ~ ~E ia: 013048 i - -----------•--------------R,`' PAl b .00 Lft~L' lP - ~~Y_------- ~i0.44 I19 }30.OC' PAID .04 l;~D 5'u S~RG 51 1~4 94 P 1600662 05l15194 04130194 2.096.`l C3WED 1,048.29 PAILR ~ ' 94 P 1788074 lilW94 10l31144 1 .048.28 OUED 1,048.28 PAID $E{ry=81-0114 ~~~Dil=7904214373 tA51 SALE iNFO: dA7E=09114179 PRlCE= 63•BDRMS0 G~~R ~A~H54373 B~Ek',- YR~~Y=1453 STRIES= 1,00 P~OPC~lDE-DQU4 ; ~Sc. LT`~IT~i= ilD LTDPiH= 30~• LiME+~= 51756 MaiN, JoHN E E 19006 SPRAcuE Ati +E GREEN+4CRf5. WA 49416-905- I CpPSIta ADD j0 GREEt^ACRES N304' 0F I.J165' OF LT S& EIb' OF 521' Of N304` OF Li 6 BLK 21 , -------_--~-____-___-_-y-----.~..,.----__------T--, i ~ PH1Lt[PSOIv. A$N 55202.0758p~~~H1513~P ~GR€~S~~S~RD ~ PR0P=0000 VERAUALE. UA 94437-9773 AbpRE55 llPfKnt4uN 5P0 5A55= 3.00 [NSV3 1.00 WEED 11,8170' A55R VAL 11.$00 TAxABLE 94 : SD1~04 11,$DO LA~E} VAL 190.11 ASMT 4.0f! SASS 144.11 P,~iD .00 l~} RE g4 r. RE= 1A 1R= 23.80 '19 23.84 PAID i~ l~ IR = 44 P1643090 45124194 04130194 144.11 DuED 97.05 PAID 94 R 1745431 11141194 10f31f94 47.05 01A0 97.05 PAID SEGA-t8l-0754 4EfR#=9600008913 LAST SAL-E iNFO; DA1E=07►'29186 PIRIGE= 38.000.00 M1A1MBER-860--8413 LTUTH- 170 LTDPTH- 304 OAREA= 51756 PR0PCODE~0444 PFlLLLLP5tN. ASN S 1513 PRpGRE55 aD VERADALE. UA 99037-9773 LORBIN AGp 10 GREEiul4CRE5 LT 5 EfIL M11304' $ EX[ E1$5' &_E1O _ Df^LTY6,ExC N30k~l& }EXC_525'~4f~SD LrS SL4_21- 55~~ 5S2O2.CIS9L~RINCE Roo~vEr Ea! ~"----__w..eLA FRtwCE. Ropr~Er , E E 19316 ~PRAGuE avE s~c ~t PR4P=1$10 GR~Eh]ACRES, LIA 99016}9854 ADDRE55 UwCN~6+~V 5A5S7: 3.00 tN5V3 1.00 wE:D ~,I.Q~4 ~Ax~~E 7D]400 8.300 tAr►R v~AL 3$.7D0 1+~R vAt 47,00ff} A55R VAL 757.13 A51~T 4.00 SA55 380 . 57 PA 1 Q 380. 5[~ ~ RE R~= 1 p~ 134.00 119 b7.00 Pti] D t~7.00 llfv~ 1R 94 r I A'= Sw=REsl 1994 atiT 10.00 5. PA1 D 5.00 LT+IPD 5W 94 c- i 92 P 1665446 (}6I27194 06l27144 483.64 OWEa 1,347.54 PAID 363.95 INTA 93 F 1665047 D6127194 06127194 1.017.57 Q41E6 1-,271.95 PAID 254.39 INTR - _...n 96 p 1494430 04f18194 04,/18194 161.13 CNED 380.57 PAID ccr.~_~~--f~G49 DEEbR-8100254993 VARIANCE # APPLICAN'I'S NAMF A&~~ r BLDG # f b Ll /V02-Cit/C-' ~PA Il//?L OTHER # MAILING ADDRESS-O,/J f P04d ~ s S an , T--;-~- R ~ . PARCEL # a2-Qo2. v<<SC~ 5,5200?-01-WONE-HOME 04"/ ~ . ROAD NAME 2 N~ p~" V G PHONE - WORK ~`I dk The following documents are needed before the Spokane County Engi.aeer's Department can begin processing your variance or building application as approved. (509) 456-3600 ~ AGREEMENT TO PAY FEES havc been collected. RECORDED COPY OF DEED, DEED OF TRUST, contract or conveying instrument. These may be - obtained from the Counry Auditor, 2nd floor of the Courthouse. LEGAL DESCRIPTION of your access easement. A LISTING OF NAIVIES of individuals who will be signing the documents. These individual names should appear as the person(s) legally sign their name. 5 G-G A CURRENT ASSESSOR'S MA►P which depicts the location of your properry. OWNERSHIP NIICRO-RUN. These may be obtained from the Counry Assessors, lst floor, of the Courthouse, Jefferson entrancc, 2nd door on the left. The necessary documents will be prepared by the Engineer"s Department, Right-of-Way Section, upon provision of the information noted above. You will be notified whe❑ the documents are ready for signature. The documents may be sent to you, however, I'T SHOULD BE NOTED THAT ALL SIGNATURES vIUST BE NOTARIZED. The Engineer's Department does have notaries available if you choose to sign the documents at our office. Please call when ready Please mail when ready Notice to Public Right-of-Way ; COMNIENTS Ale s /.~-C llp v &1 ~(21CA )ecr4d . - -W Forward to u Right of ay ~lgent Yo from _ v k\plMocice.192 y ~ i , r It ~ . 1{, 9412120311 Assessors 'l'ax Parcel No. 55202.07.56 & 55202.0158 2nd. Avenue Road No. 2291 VQL. SP $7 OPAGEI SPOKANE COUN'TY DIVISION OF ENGINEERING Spokane Cowity, Wasliingtan URAiNAGE FASEMCN"I' 7'he Grantor(s) Andrew P. pniiiipson and Nozene X. Phillipsoil, tiusbaiid and wife, of the County of Spokane, State of Washington, for and in consideration of Mutual BeneFits, the receipt of which is hereby acknowledged, grants to Spokane County, a political subdivision of the State of Washington and to the public, a larainage Fasement over, under, upon and across the following described real property situated in the County of Spokaiie, State of Washington: 7.'he North 10.00 Feet of the South 35.00 feet of Lot 6 and the Narth 10.00 feet of the South 35.00 fcet of the West 160.19 fee't of Lot 5, a].1 in Block 21 of CORBIN AllDITl'ON 't'O GREENACRES, as per plat thereof recordEd in Volunie "S" of Pl.ats, PagES 30 and 31. Located in Secti.on 20, Township 25 North, Rai1ge 45 East, W. M. R. E. ExciSe -rdX ExamIA , paie 19 ~l S -kf2 Goynty,Treas. ~ 1 The Urainage Easement granted to Spokane C4unty, its authorized agents, aild to the public, is for the sole purpose of allowing the flow of natural drainage and/or runoff from nimi made facilities across and over the lands described above, and for the disposal of natural drainage and/or runoff from man made facilities in the public cight of way upon the larids described above. Spokane County and its authorized agerits are hereby granted the right of irigress and egress 1o, over ajid frorn said Drainage Easement for tlle purpose af inspection a»d ernergency niaintenance of water quality treatment swales ("208" swales) and other drainage facilities, if not properly maintairied by the Grantor(s), or their successors in interest. Spokaue Coiuity does not accept the responsibility to inspect or inaintain the Drainage Easeiuents or drainage swales, iior cloes Spokane County accept any liability far aiiy failure by the Grantor(s), or their successors in inleresl, to propeily mainlaiii such areas. i , ti'Qt. I ~60 j'AGE~ `a The Grantor(s), or their successors in interest, shall be held responsible tor keeping opeil and maiiitaining the surface path of natural or man r»ade clrainabc; flow aver i.uid across the properiy. T1io Grantor(s), or their successors in interest, shall niaintain all water yuality trealiiient swales ("208" swales) iuid d(ainage ditches situated on the properly, and any portion of a"208" swala situated in the public right of way adjacent to the property, witli a permaneilt ground cover as specified on the cuc-rent approved plans on file 4t the Spokane County Engineer's Office. 1'he Grantor(s), or ilieir successors in iiiterest, may install approved shrubbery and/or h-ees which cto uot obstruct tlie flow aiid percolation of storrn drainabe water in the 11208" swale and dr-ainage ditches, as indicateJ by the current approvecl plans on file with tiie Spoka»e County Enbineer's OFfice. The Grantor(s), or their successors in interest, or tlieir represen tatives shall inform each succeeding purchaser of all Drainabe Easerr►enls oii the property aucl of their responsibilily for niaiiitaiuinb surfaca draiiiage paths tulci swales witliin said Drairiabe Lasenients. Spokane Couiiry does not accept the rtsponsibility of niaintaining the drainabe course within Drainabe Easements or floodplain arcas on lhe propei-ty, nor the responsibilily far any daniage whatsoever, including, t,ut not lii-riited to, invtrse concleitilllalion to any properties due to cleficient construcliou and or mairitenwice of drainage courses iu llrainabe L?asc:meii(s ou the proparty. If the Grantor(s), or their successors if) inte►-esl fails to maintain tltiC surface path of natural or man made clrainage flow, or the drainage swale, a notict of such failure niay be given to the Crantor(s), or their successors in interest. If not corrected witliin the periud inclicated on said notice, Spokane County lias the ribht to correct ihe maintenance failure, or have it corrected, at the expeiise of the Grantor(s), or Iheir successors in interest. llciveway access perniits for driveway approaches ta itie Spokane Counly road system are required prior to issuance of a building permit. This approach shall be conslructed in accordaiice with the approved plan on file in ihe Spokane County Enbineei-'s Office. ; 1N WC1 NESS WI-iEREOF, We have I'leI'CUIlIO set our }ia,id(s) and seal(s) this day of 19 94 . ~ ~ . By: v"" }3y : An rew P. Phillipson ' Norene I. Phillipson S"I'ATE OF W ASHING"I'ON ) COUN7'Y ON SPOKANL ) ss C certify that I kitow or 1►avc salisFactory evidence lltat A11dreia P. diid Norei1e l. nlzill.ipson, islare ihe person(s) who appeared before mz, and saicl persori(s) acknowledged tllat ttieYsigned ihis instrument, and acknowleciged it as L-heir free and voluiilary act, fOr the uses and purposc;s mentioned in the instrunient. 1)ated Ihis day of 19 9 4 . ~ G ' ~ ~'0~,~1► ;.J .\GL .'y•. 9!' \ ~ ~ 4 ~ ~ • ~ 1:~; ti•.J ) ~ ~`~c~%Q cn • v. NoSroy Y►~blic F'1:,R-, ~C, ln and fur tliz Slate of Washington, 1'LSldlllg ill SpOkiillf:. ~ • : 't';~r.~',,- "y~.,, .i`` h'iy appointiiient exptres •,`J ~ , ` 1 M1` •T• 1 C ' r. ' . . storindel/furnis/krii 1 , U&a 9 '00 43:57 PAGE.001 r n f . . . ( d~ . PRQPERTY I.EGAL D£SCRIPTION Lots 5 and 6 in Block 21 of CQRBIN ADDITION T0 GREENACRES, as per plat Lherof recorded in Volume 'S' of Plats, Fage 30; ERCEPT the Nest 162. 62 -feet of the North 304.05 feet of Lot 6 and EXCEPT Lhe East 365 feet of Lot 5 and EXC£PT the NorLh „ 304 feet of Lvt 5 iying Nest.of the East 165 feet of Lot 5 and EXCEPT the South 22 feet of the North 304 feet of the East le feet-of Lot 6 and E%CEPT the South '25 feet; Situate in the County of Spokane, State of Wasnington. t i ~ , . . , ~ - . . - . . • . . , . • - • • • - t 't 1 ~ ~•1 ~i S P O K A N E O U N T Y DIVISION OF ENGLNEERING AND ROADS • A DIVISION OF THE PUBLIC WORb:S DEPARTVIEVT William A. Johns, P.E., County Engineer Dennis M. Scott, P.E., Director February 24, 1997 Margaret Kobylus ' 12918 East Broadway Spokane, WA 99216 SUBJECT: SP877-93 Construction of Private Road in Znd Avenue Right of Way Dear Ms. Kobylus: Thank you for your response to our letter of December 26, 1996. We aclrnowledge the receipt of the continuation certificate for the surety on this project , and we apologize for our lag tune in getting back to you. In response to your request for a time extension on the road plan approval, we can extend the approval until March 1, 1998, subject to these conditions: • A permit must be obtained prior to the start of any work within the right-of-way for Znd Avenue • Record Drawings will need to be submitted prior to the release of the surety. The Record Drawings will need to bear: 1. The seal of a Professional Engineer, licensed in the State of Washington, and 2. The certification statement indicated in Section 9.10 of the current edition of the Spokane County Standards for Road atid Sewer Construction. A copy of this statement is attached. • There will be no fiirther extensions of the road plan approval. If the certified Record Drawings have not heen received at the County Engineer's Office by March 1, 1998, the County Engineer's Office will take the actions necessary to call the surety and complete the improvements shown on the road planns. Please let us lrnow if you accept these conditions, so that we may renew the approval of the plans for this project. If you have any questions, please contact Ed Parry at 456-3600. Thank you. Very truly yours, William A. Jolins, P. E. Spokane County Engineer G . Edward J. Pa~, f, ~ P.E. Plan Review Engineer cc: project file Spokane County Engineer's Office: Bill Hemmings, P.E; Ed Parry, P.E.; Terry Ligh[foot; Venill Smale Safeco lnsurance, Safeco Plaza, Seattle, WA 98185 1026 W. Broadway Ave. • Spokane, WA 99260-0170 9 (509) 456-3600 FAX: (509) 324-3475 TDD: (509) 324-3166 e ~ l i The sponsor's Engineer shail schedule a final inspection meeting between the sponsoes Engineer, the sponsor, and the County Engineer prior to acceptance of the roads by Spokane County. Deficiencies found shall be coRected by the sponsor prior to road acceptance. At the time of acceptance of the roads, the County will assume responsibility for road maintenance and operation. The sponsoes Engineer will then be released by the County from responsibility with regard to construction inspection. 9.07 NOT USED 9.08 REVISION TO INSPECTION SEQUENCE ff the project sponsor believes-that the inspection sequence shown above does not fit the requirements of his project, he should make his request, in writing, to. the County Engineer in sufficient time to ailow a revision of the inspection schedule to be considered and approved. 9.09 COUNTY FORCES AND COUNTY CONTRACT ROAD INSPECTION Representatives of the County Engineer will inspect road construction done by county forces or by county contract. 9.10 RECORD DRAWINGS During consfiruction the sponsor's Surveyor and/or Construction Engineer shall record any changes to the plans. All substantive differences shall be noted on the approved finat road and drainage plans and shall be labeled Record Drawings. The following statement shall be lettered on the Record Drawings and stamped and signed by the Sponsor's Surveyor and/or Construction Engineer certifying the Record Drawings; "I have teviewed the construction and to my knowledge find it to be in substantial conformance with the approved certified plans and Standard Specifications except as noted." When changes to the design are necessary, the Sponsor shall be responsible for obtaining approval of plan changes from the sponsor's Design Engineer. The Sponsor shall forward a copy of the approved plan changes, and any related calculations, to the County Engineer. Spokane County Standards Page 48 January 1995 c ~ c S P O T< A N E O U N T X DIVISION OF E\jGINEERING AND ROADS • A DIVISION OF THE PUBLIC WORKS DEPARTMENT William A. johns, P.E., County Engineer Dennis Vi. Scott, P.E., Director RECEIVED . December 26, 1996 JAN o 6-IMiffll Margaret Kobylus 12918 East Broadway SPOKANE COUNTY EPIGINEER Spokane, WA 99216 SUBJECT: SP377-93 Construction of Private Road in 2nd Avenue Right of Way Dear Ms. Kobylus: We were recently notified by the engineer for a nearby shon plat ttiat the drainage improvements, for the private road that was a condition of your short plat, have not been built. He also stated thgt the raad may not have been built accordinQ to the approved plans. A field visit by the Public Works Department verified that none of the drainage improvements were built yet, and there are indications that the road may not have been built according to the approved plans. Please address the following items as soon as possible: • The Road Plans approval expired two years after the initial approval date. Please let us laiow if you are requesting an extension to the approval date. Y-e .5 . • We cannot find any evidence that a permit was issued for this project, to construct the improvements we can see have been made. Please provide us with a copy of the permit, or have your contractor provide a copy for our records. • Please Provide the continuation certificate for the sGretY that was Posted for this ProJect. This was due ul November 1996. The surety will need to remain in effect until the improvements are constructed according to the approved plans. We would appreciate a prompt response to this matter since there are other parties involved who are relying on these improvements. If you have any questions, please contact Ed Parry at 456-3600. Thank you. Very truly yours, William A. Johns, P. E. Spokane County Engineer iard . , Jr., P.E. Plan Review Engineer cc: project file reviewer 1026 W. Broadwa,r• Ave. • Spokane, WA 99260-0170 •(509) 456-3600 FAX: (509) 324-3478 TDD: (509) 324-3166 . , i , E. 5227 TRENT ~ ~ P.O. BOX 11589 PARKWATER STA. SPOKANE, WA 99211 DEG-400 JK 1 1/ 1 c/96 , , 1 Rage 1 HI-C~ I 1 13ollrls-hrS!!ul{1Ce (509) 535•8783 ~ I N V 0 I C E # 1353 FAX (509) 534•0318 ~ Policy 5767957 ~ N. A. Degers-brom, Inc. Effs 12/02/96 To 12/02/97 R.O. Box 425 ~ Spokane, WA 99210-0425 Co: SAFECQ INSURANCE COMPANIES 0 , . , M.I-SG 9LIAl~S._.I.AIG! _ L&D ~ z . ~ a: its 1 Effeetive Tra lypt Policy # awiptfon Asount 14505 12/02/96 REN MiSC 5761857 M.L. H08YLUS ROpD IPIPROVE BOND 1 100.00 ~ ~ m Inveiee H~l~ctt 1 1N.M SRQKANE COUIVTY ROAD IMPROVEMENT POND- RENEWED BY CONT. CERT. • MAIL.ED OFITG;[NAL TQ COUN7Y ON 11-12r96 0 1E ACC ~ • ~J ~ PO p j APPFO'Jh: J08 . ~b ~ PHASE I v"~ f ~G ~ n MATEAIAI.S . I 1 ~ ^ SUBCONTAACT V EQUlP, AENIAL ACCOUNT~ PLEASE f7ETU RN ONE Ct]PY W I TH YOUR REM I TTANCE *-X•* ~ -a. • . ~ ~ . CONTINUATION SAFECO INSURANCE COMPANY OF AMERICA ' GcNEAAI INSURANCE COMPANY OF AMERICA CERTiF1CATE FIRST NATIONAL INSURAfVCc COMPANY OF AMERIC.> SAFELV O HOME OFFiCE: SAFcCO PLAZA SeATTLE, WASFiINGTON 98185 I Sz~.FECO LNSLTRAIvCE COVIPANY OF _kv[ERICA Seattle, Rlashington, Sur~ty uoon ~ a certain Bond No. 5767857 ; , a dated efiective 12 / 02 / 19 94 ' (MaNTH-OAY-YEAAI , on behalf of MARGARET L. KOBYLUS ' (PRIVCIPAL) ~ a~'tG in ►acor of Sr 0K ~~+E CO'JNT`! 408LIG'ccl does hereby continue said bond in force for the further periad ~ f t ~ , beginning on 12 / 02/ 1996 ' (MONTH-OAY-YEAR) and ending on 12/ 02 / 1997 ~ ~ (MONTH-DAY-YEAR) ~ :imount of bond TEN THOUSAND NINE HUNDRED - - - - - - - - DOLLARS ( $10,900) ~ Description of bond ROADWAY I MPROVEMENT SF877-93 . I Premium: $10 0. 0 0 ; i I r PRQVIDED : That this continuation certificate does not create a new obligation and is executed upon the e:tpress condition and provision that the Surety's liability under said bond and this and all Continuation Certificates issued in connection thereivith ~ shall not be cumulative and that the said Surety's aggregate liability under said bond and this and all such Continuatiart ~ Certificates on account of all defaults committed during the period (regardless of the number of years) said bond had besn ane ° shall be in force, shall not in any event eYCeed the amount of said bond as hereinbefore set forth. ~ Signed and dated on NOVEMBER 12, 1996 COA; (MON7H-+JAY-YEaR) Go~PO~T~ n 9. SAFECO'INi SliRANtCE O~I~'?~~iv OF :~~IEitIC~ N SEAL B Y ` / U' ~ ,(.~t,.cJ cf}lw 195"3 AT-ebANEY-IfV-FACT `Of tVpsM~N~ . WILLIAM DAVIS ~ Q Registered trademark of SAFECO Corporatia.i. S-12251E? 3/90 ?RINTED IN U.S.A. 006, r IN7'EROFFICE MEMORANDUM TO: GENL 1tL.P1' FROM: RAND 1' S"l,RONIz,S SUBJECT: HATC1 I-WESTW00D SEWE1Z PIZOJECT DATE: JULI' 12,2000 CC: BILl:. 1-1 E 1\4 I\4 1 N G S Gene, Please find enclosed a Ictter and photos to 1\4r C'rish of the repairs in Addison Road which have occurreci and needed to addre5sed and corrected. Let me know ir you have any questions about tlzis project. Thanks Randy r ~ I' , S P O K A N E ~C O U N T Y DNISION OF ENGINEERING AND ROADS A DMSION OF THE PUBLIC WORKS DEPARTMENT William A. Johns, P.E., County Engineer July 12, 2000 Mr. Bob Frish Tomlinson Black Realty 8205 N. Division Spokane, WA 99208 RE: Hatch-Westwood Sewer project Dear Mr. Frish: Please be advised construction defects have occurred before the one-year warranty expiration of the Hatch-Westwood Sewer line project. There are two areas on Addison (-50 ft. and -30 fl. south of Addison/Westcrest intersection) where the sub-grade has settled causing sevei-e bumps in the asphalt. Unattended the defect will continue to erode the integrity of the road. This needs to be addressed and corrected before the warranty bond can be released. Enclosed are photos of t11e road settlemeilts. Should you have any questions please call me. Sincerely, Randy Stronks Inspector Cc: Bill Hemmings Gene Repp (Utilities) 1026 W. Broadway Ave. • Spokane, WA 99260-0170 ~(509) 477-3600 FAX: (509) 477-7655 (2nd Floor) 477-7478 (3rd Floor) • TDD: (509) 1 M~ • - ' . ' , , ~r _ - ^ ~ • ~ ~ q~, _ ^ , - . • ~ . ' • , • ~ 1~ " • . i 1 1 7 ~ M ~ 1 ~~s'~G✓ CS ~ ~ ~1 LC✓jPGTi1l~/~ 1 ~ Z/o ra~C~ul~ / • r L~„ y✓. ,1.+~ `1 ~~y'?'~"~ _ ' ;.,v4,, r ~r 1~r~~:"~1°'.~~t~{.~~ tp~- ,+1 ' ` Li+t!~~ .r~, ~~+e ~M~F~ r'~ ~1 ~l~. t• ~ 1'•s~yw,•, . , ~ r.~ 3'iM' j?+~+ac ' ;r'+-/" y, "~A~MM~` ' , ',u" u'$¢'"' • n. Addr sorn (Sa/So A r/IL/do ~ 9-1 ~ ~ll~ ~ ~ I e ~ i Quick TR-55 Ver.5.46 S/N: Executed: 12:57:34 08-30-1994 Short Plat 877 - Kobylus Property Developed condition AREAS TIMES TEN RUNOFF CURVE NUMBER DATA Composite Area: ENTIRE BASIN AREA CN SURFACE DESCRIPTION (acres) PASTURE, TYPE B 120.00 61 RES. DEV, 1 AC LOT SIZE 96.00 68 RES. DEV, 2 AC LOT SIZE 98.00 65 COMPOSITE AREA 314.00 64.4 ( 64 ) t Quick TR-55 Ver.5.46 S/N: Executed: 12:57:34 08-30-1994 Short Plat 877 - Kobylus Property Developed condition AREAS TIMES TEN RUNOFF CURVE NUMBER SLfMMARY Subarea Area CN Description (acres) (weighted) ENTIRE BASIN 314.00 64 ~ . I ~ Quick TR-55 Ver.5.46 S/N: Executed: 12:57:14 08-30-1994 c:\pondpack\SP877.TCT SHORT PLAT 877 - KOBYLUS PROPERTY DEVELOPED CONDITION Tc COMPUTATIONS FOR: ENTIRE BASIN SHEET FLOW (Applicable to Tc only) Segment ID A Surface description FALLOW Manning's roughness coeff., n 0.2400 Flow length, L(total < or = 300) ft 50.0 Two-yr 24-hr rainfall, P2 in 1.400 Land slope, s ft/ft 0.0310 0.8 .007 * (n*L) T = hrs 0.17 = 0.17 0.5 0.4 P2 * s SHALLOW CONCENTRATED FLOW Segment ID B Surface (paved or unpaved)? Unpaved Flow length, L ft 1450.0 Watercourse slope, s ft/ft 0.0300 0.5 Avg.V = Csf * (s) ft/s 2.7946 where: Unpaved Csf = 16.1345 Paved Csf = 20.3282 T= L/(3600*V) hrs 0.14 = 0.14 CHANNEL FLOW Segment ID Cross Sectional Flow Area, a sq.ft 0.00 Wetted perimeter, Pw ft 0.00 Hydraulic radius, r= a/Pw ft 0.000 Channel slope, s ft/ft 0.0000 Manning's roughness coeff., n 0.0000 2/3 1/2 1.49 * r * s V = ft/s 0.0000 n Flow length, L ft 0 T= L/(3600*V) hrs 0.00 = 0.00 TOTAL TIME (hrs) 0.32 ; . . , Quick TR-55 Ver.5.46 S/N: Executed: 12:57:14 08-30-1994 c:\pondpack\SP877.TCT SUMMARY SHEET FOR Tc or Tt COMPUTATIONS (Solved for Time using TR-55 Methods) SHORT PLAT 877 - KOBYLUS PROPERTY DEVELOPED CONDITION Subarea descr. Tc or Tt Time (hrs) ENTIRE BASIN Tc 0.32 Quick TR-55 Version: 5.46 S/N: Page 1 Return Frequency: 50 years TR-55 TABULAR HYDROGRAPH METHOD Type II. Distribution (24 hr. Duration Storm) Executed: 08-30-1994 12:57:51 Watershed file: C:\PONDPACK\SP877 MOP Hydrograph file: C:\PONDPACK\SP877.HYD SHORT PLAT 877 - KOBYLUS PROPERTY Input Parameters Used to Compute Hydrograph Subarea AREA CN Tc * Tt Precip. Runoff Ia/p Description (acres) (hrs) (hrs) (in) (in) input/used ENTIRE BASIN 314.00 64.0 0.30 0.00 2.40 1 0.24 1.47 .47 * Travel time from subarea outfall to composite watershed outfall point. I-- Subarea where user specified interpolation between Ia/p tables. Total area = 314.00 acres or 0.4906 sq.mi Peak discharge = 40 cfs x do 1; 4 49 S Computer Modifications of Input Parameters Input Values Rounded Values Ia/p Subarea Tc * Tt Tc * Tt Interpolated Ia/p Description (hr) (hr) (hr) (hr) (Yes/No) Messages ENTIRE BASIN 0.32 0.00 0.30 0.00 Yes * Travel time from subarea outfall to composite watershed outfall point. ' I. Quick TR-55 Version: 5.46 S/N: Page 2 Return Frequency: 50 years TR-55 TABULAR HYDROGRAPH METHOD Type II. Distribution (24 hr. Duration Storm) Executed: 08-30-1994 12:57:51 Watershed file: C:\PONDPACK\SP877 MOP Hydrograph file: C:\PONDPACK\SP877.HYD SHORT PLAT 877 - KOBYLUS PROPERTY Summary of Subarea Times to Peak Peak Discharge at Time to Peak at Composite Outfall Composite Outfall Subarea ( cf s ) (hrs ) ENTIRE BASIN 40 12.3 Composite Watershed 40 12.3 : . . Quick TR-55 Version: 5.46 S/N: Page 3 Return Frequency: 50 years TR-55 TABULAR HYDROGRAPH METHOD Type II. Distribution (24 hr. Duration Storm) Executed: 08-30-1994 12:57:51 Watershed file: C:\PONDPACK\SP877 MOP Hydrograph file: C:\PONDPACK\SP877.HYD SHORT PLAT 877 - KOBYLUS PROPERTY Composite Hydrograph Summary (cfs) Subarea 11.0 11.3 11.6 11.9 12.0 12.1 12.2 12.3 12.4 Description hr hr hr hr hr hr hr hr hr ENTIRE BASIN 0 0 0 0 1 7 24 40 36 Total (cfs) 0 0 0 0 1 7 24 40 36 Subarea 12.5 12.6 12.7 12.8 13.0 13.2 13.4 13.6 13.8 Description hr hr hr hr hr hr hr hr hr ENTIRE BASIN 27 23 19 17 13 12 10 10 9 Total (cfs) 27 23 19 17 13 12 10 10 9 Subarea 14.0 14.3 14.6 15.0 15.5 16.0 16.5 17.0 17.5 Description hr hr hr hr hr hr hr hr hr ENTIRE BASIN 8 7 7 7 6 5 5 5 5 Total (cfs) 8 7 7 7 6 5 5 5 5 Subarea 18.0 19.0 20.0 22.0 26.0 Description hr hr hr hr hr ENTIRE BASIN 4 4 3 3 0 Total (cfs) 4 4 3 3 0 Quick TR-55 Version: 5.46 S/N: Page 4 Return Frequency: 50 years TR-55 TABULAR HYDROGRAPH METHOD Type II. Distribution (24 hr. Duration Storm) Executed: 08-30-1994 12:57:51 Watershed file: C:\PONDPACK\SP877 MOP Hydrograph f ile: C:\PONDPACK\SP877.HYD SHORT PLAT 877 - KOBYLUS PROPERTY Time Flow Time Flow (hrs) (cfs) (hrs) (cfs) 11.0 0 14.8 7 11.1 0 14.9 7 11.2 0 15.0 7 11.3 0 15.1 7 11.4 0 15.2 7 11.5 0 15.3 6 11.6 0 15.4 6 11.7 0 15.5 6 11.8 0 15.6 6 11.9 0 15.7 6 12.0 1 15.8 5 12.1 7 15.9 5 12.2 24 16.0 5 12.3 40 16.1 5 12.4 36 16.2 5 12.5 27 16.3 5 12.6 23 16.4 5 12.7 19 16.5 5 12.8 17 16.6 5 12.9 15, 16.7 5 13.0 13 16.8 5 13.1 12 16.9 5 13.2 12 17.0 5 13.3 11 17.1 5 13.4 10 17.2 5 13.5 10 17.3 5 13.6 10 17.4 5 13.7 9 17.5 5 13.8 9 17.6 5 13.9 8 17.7 5 14.0 8 17.8 4 14.1 8 17.9 4 14.2 7 18.0 4 14.3 7 18.1 4 14.4 7 18.2 4 14.5 7 18.3 4 14.6 7 ,l L3 • 4 4 14,7 7 18.5 4 . ' Quick TR-55 Version: 5.46 S/N: Page 5 Return Frequency: 50 years TR-55 TABULAR HYDROGRAPH METHOD Type II. Distribution (24 hr. Duration Storm) Executed: 08-30-1994 12:57:51 Watershed file: C:\PONDPACK\SP877 MOP Hydrograph file: C:\PONDPACK\SP877.HYD SHORT PLAT 877 - KOBYLUS PROPERTY Time Flow Time Flow (hrs) (cfs) (hrs) (cfs) 18.6 4 22.4 3 18.7 4 22.5 3 18.8 4 22.6 3 18.9 4 22.7 2 19.0 , 4 22.8 2 19.1 4 22.9 2 19.2 4 23.0 2 19.3 4 23.1 2 19.4 4 23.2 2 19.5 4 23.3 2 19.6 3 23.4 2 19.7 3 23.5 2 19.8 3 23.6 2 19.9 3 23.7 2 20.0 3 23.8 2 20.1 3 23.9 2 20.2 3 24.0 2 20.3 3 _ 24.1 1 20.4 3 24.2 1 20.5 3 24.3 1 20.6 3 24.4 1 20.7 3 24.5 1 20.8 3 24.6 1 20.9 3 24.7 1 21.0 3 24.8 1 21.1 3 24.9 1 21.2 3 25.0 1 21.3 3 25.1 1 21.4 3 25.2 1 21.5 3 25.3 1 21.6 3 25.4 0 21.7 3 25.5 0 21.8 3 25.6 0 21.9 3 25.7 0 22.0 3 25.8 0 22.1 3 25.9 0 22.2 _ 3 22.3 3 ~ POND-2 Version: 5.17 S/N: OUTFLOW HYDROGRAPH ESTIMATOR Inf low Hydrograph: C:\PONDPACK\SP877A HYD Qpeak = 4.0 cf s Estimated Outflow: C:\PONDPACK\ESTIMATE.EST Qpeak = 2.0 cf s Approximate Storage Volume (computed from t= 12.00 to 12.68 hrs) 3,200 cubic-ft POND-2 Version: 5.17 S/N: Plotted: 08-30-1994 Flow (cfs) 0.0 1.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0 9.0 10.0 11.0 .------I-----I-----I-----I-----I-----I-----I-----I-----I-----I-----I- 11.5 - * * 11.6 - * * 11.7 - * * 11.8 - * * 11.9 - * * 12.0 - * * 12.1 - x * x * 12.2 - x * x * 12.3 - x * x * 12.4 - x * x * 12.5 - x * x * 12.6 - x * x* 12.7 - * * 12.8 - * * 12.9 - * * 13.0 - * * 13.1 - * * 13.2 - * * 13.3 - * * 13.4 - * * 13.5 - * * 13.6 - * TIME (hrs) * File: C:\PONDPACK\SP877A HYD Qmax = 4.0 cfs x File: C:\PONDPACK\ESTIMATE.EST Qmax = 2.0 cfs POND-2 Version: 5.17 S/N: OUTFLOW HYDROGRAPH ESTIMATOR Inflow Hydrograph: C:\PONDPACK\SP877A HYD Qpeak = 4.0 cf s Estimated Outf low: C:\PONDPACK\ESTIMATE.EST Qpeak = 2.3 cf s Approximate Storage Volume (computed from t= 12.00 to 12.60 hrs) 2 , 600 cubic-ft POND-2 Version: 5.17 S/N: Plotted: 08-30-1994 Flow (cfs) 0.0 1.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0 9.0 10.0 11.0 ------I-----I-----I-----I-----I-----I-----I-----I-----I-----I-----I- 11.5 - * I * 11.6 - * 11.7 - * * 11.8 - * * 11.9 - * * 12.0 - * * 12.1 - x* x * 12.2 - x * x * 12.3 - x * x * 12.4 - x * x * 12.5 - x * x * 12.6 - x * 12.7 - * * 12.8 - * * 12.9 - * * 13.0 - * * 13.1 - * * 13.2 - * * 13.3 - * * 13.4 - * * 13.5 - * * 13.6 - * TIME (hrs) * File: C:\PONDPACK\SP877A HYD Qmax = 4.0 cfs x File: C:\PONDPACK\ESTIMATE.EST Qmax = 2.3 cfs ~ . POND-2 Version: 5.17 S/N: OUTFLOW HYDROGRAPH ESTIMATOR Inf low Hydrograph: C:\PONDPACK\SP877A HYD Qpeak = 4.0 cfs Estimated Outflow: C:\PONDPACK\ESTIMATE.EST Qpeak = 3.0 cfs Approximate Storage Volume (computed from t= 12.10 to 12.47 hrs) 1,100 cubic-ft ,~1 . A- POND-2 Version: 5.17 S/N: Plotted: 08-30-1994 Flow (cfs) 0.0 0.5 1.0 1.5 2.0 2.5 3.0 3.5 4.0 4.5 5.0 5.5 .------I-----I-----I-----I-----I-----I-----I-----I-----I-----I-----I- 11.5 - * * 11.6 - * * 11.7 - * * 11.8 - * * 11.9 - * * 12.0 - * * 12.1 - x x * 12.2 - x * x * 12.3 - x * x * 12.4 - x * x * 12.5 - * * 12.6 - * * 12.7 - * * 12.8 - * * 12.9 - * * 13.0 - * * 13.1 - * * 13.2 - * * 13.3 - * * 13.4 - * * 13.5 - * * 13.6 - * TIME (hrs) * File: C:\PONDPACK\SP877A HYD Qmax = 4.0 cfs x File: C:\PONDPACK\ESTIMATE.EST Qmax = 3.0 cfs r ~ 10. Provide invert elevations for the pipe. The pipe should have at least 3' of cover since it is PVC, provide at least 0.5% slope and have a velocity of at least 4 f ps. 11. Remove the (ast portion of the note regarding stationing and offsets, it is not needed. 12. The P.T. stations provided for the two horizontal curves are not correct. They should be P.C. + L. 13. Label the existing edge of pavement to make it clear what line represents what. 14. Include the dryland grass spec. on these plans. I have enclosed a spec that the County has approved in the past for y4ur use or you may provide an equivalent mix. 15. Do not provide top soil under the roadway section. 16. The elevation at the top of the inlet should be +0.50' above the swale floor. 17. Please indicate the finished grade profile lines with a thicker line to differQntiate it from the others. . 18. Indicate the end of pavement station on the profiles. 19. The 10' utility and drainage easement indicated on the parcels offsite will need to have separate easement documents filed. Please provide legal descriptions and deeds for all parcels so that the easements can be prepared by our right-of- way department. Drainaae Reoort 20. Please provide two copies of the report for future submittals. They can be just stapled if you desire. 21. The approximate storage you have calculated is not correct, because it assumes the 2 cfs outflow occurs immediately. The outflow will gradually increase until maximum outflow is achieved at 2 cfs. I have used the Pondpack procedure to estimate the storage required and have determined that the volume required with two Type B drywells is 3,200 cf. With two Type B drywells plus a Type A the storage required is 2,600 cf. For three Type 6 drywells the storage required is 1,100 cf. Please increase the amount of storage provided or add more drywell(s). Please return the enclosed items marked "Original" with your next submittal. If you have any questions, feel free to call. ~ ~ l _ A S P C> 1< ~ N E ~ C> Ti 1'--T 'r -v- . - - - ~ OFFICE QF 7'HE C(]i]NTY Er+IcINEER • A DIVYSIDIkI flF THE FiTHI.iC WORKS DEFARTMEM Rvnald C. Horrnanut, P.E., County Engineer Deruais M. Scatt, P.E., Darector REVIEVI1 COMMENTS TO: Rich Stager, P.E. - N.A. Degerstrom, Inc. • FROM: Chris Reich - Engineering ~eveloprnent Services C&44) SUBJFCT: Short Pfa# 877 - Kobylus Prvperty DATE: Augus# 30, 1994 A review of the above referenced project has been accomplished. The list beiaw is a surnrrxary of the i#ems thst need to be addressed. Please refer ta the enclosed check prints for cvmplete comments. Road Pfans 1. Provide a signature block fvr develvper approval■ YVhICh IS' feqUifP►d prIOC tQ . fiinal appraval. 2. Provide a signa#ure block far the #ire dis#rict approual of the turnaround. 3. Prouid$ a benchmark. 4. The rninimum road grades should be 0.50°'0 or provide the faifowing note: „A licensed surveyvr shall verafy the subgrade is at the grades as shown prior to laying asphaJt." 5. Add the foilowing notes: „Any canflicting utiGties shall be relocated prior to cvnstruction of road or drainage facifities." ,tAll drywells are Spokane County s#andard with Type 4 frame and grate." „fihe drywell and drain rock shalI be wrapped with filter #abric (Amocv 4545 or equivalent." 6. Add a nate to the swale detaiis to indicate the back of xhe svrraJe shali be higher than the raad. 7. Show the swales and the di#ches on the plan view. include the bottom elevatian and dimensions for the swaies. Provide tapers for the roadway where it narrows dvwn ta 16'. The tapers should be destgned using the following farmula: L= wsa150 vuhere L= Iength of the taper required - w = width of the tapef s = speed limit of the roadway 9. Specify the lid type for the Type i inlet. 1026W BT'OadWay AVe. * Sp41CaI1e, WA 99260-0170 ' (509) 456-3600 FAX. (5Q9) 324-3478 fiDD. (509) 324-3166 1 ~ i ENGINEER'S REVIEW SHEET BLDG. PERMIT # -or -FILE# SP-877a-; Related File # ( ) Date to Review 8-30-93 Time # Date to AA & DR Time Date Received 8-16-93 Project Name MOBILE HOME RESIDENCE No. Lots 4 No.Acres 3.7 Section - Township - Range SITE ADDRESS S 2ND/N 4TH/E BARKER PARCEL # 20552-0110 Applicant's Name MARGARET KOBYLUS Phone # 928-3333 Address 12918 E BROADWAY-SPOKANE WA 99216 ' Work # 922-9083 Date Conditions mailed -~J Contact person Phone # rLOOD ZONE d NO W 4 S 1 SCHOOL 356 . Engineer / Surveyor's / Architect's Name DUNSMORE SURVEYORS 1115 N PINES SPOKANE WA 99206 I C'_1 924-9748 Planning Contact Persoti JOHN TODA Plione # 456-2205 , Date Submitted Description Initials c~ / I 1 A AGREEMENT TO PAY FEES COMPLETED & COPY TO ACCOUNTING 1 FINAL PLAT FEES COMPLE'TED & COPY TO ACCOUNTING NOTICE TO PUBLIC # 1 3n4 6 COMPLETED - OR NEBDS TO BE SIGNED ~ DESIGN DEVIATION SUBMITTED ALTERATION TO PI.AT - BLOCKS & LOTS HEARING EXAM APPROVED DENIED- APPEALED BBC APPROVED DENI]C-D ~ • 1,955• 9 (-A 2n ~ oe 41 0.1 Z. t3 34 ~ 2c~ ~ o r.n- ~-1 ~ ~ . R, cj ci 1 ~ C0 eo p rz , ~ ~ Z ~S-n-_ ( y q Ll9 q`i P~o a-Q rL Pc.4 ~~N r_$J_r 'a Z - O t~ 1 w~ E t,e r,)c.. .►►.~t L_L%nE J0 d t. L P-,) C.~ St) 2u -z--t, c., 2 ~ ,,j 4-3 f, •2 - r1 ~ ~ Lek.ca~ d v r~ 3° r~:n v~ Gc~~ "h2d ,-v~.~r-~.,• ~ ~ I' CA . ~ v r l'1b,44 P~~s ~~g w► P~-~ ~-P~~~ w~ n~6 t:i~e n~ ~~c ~ vu att~ ~ w~ 12. ° -1 -94 Lcc,&_ DesG, qar n %,OG, to NQ_hy Mn~ . -j- FP ~ r' TI& 16 V-D 16 (Z00 5WZiIkJ Ct'{,C cWD .b'i C007~ 21"A4, PwlNo_ A-ZiG. ~"N~c,' , . ~ ti 2~ DV4~ ' 44 \review.tor 4"40`P' $'Cla Lti-W~ GAa&P ve-gAnitt- : TU: Chris Reich - Eng. Development Services ~FRUM: Margaret Kobylus, SP877-93 . November 29, 1994 Per review comments dated 8-30-94, ~ I have attached the aeeds and legal descriptions ~ of offsite parcels which were requested. a r ~ RECE1VED ~ N 0 V 3 0 1994 ~ SPOKANE COUNTY ENGiNEER , A E i - ~ A 1 ~ 1 - " ~ M ' i P1 ~A .T' NAJ_i.~~J ~ , ~ Nil ' ez'P Z-1 -7 * ~ SrIA'IfASL'IUS LJATE I'la! Cliec:k Fe[: 42-1° . Nuniber oF Lols _ 4 Rolac! Miies (New) `l'ula1 Are~ ~~7 3, A ~ J MAP . No!'il1 AI'rQVV SCale ~ ~ Le2C 6 ] d Prf]{:.edU1=eS 4 Equlj]I11ei1t Ba515 [lf Bea1"!li}..,T~ I Ak~ ~ _ . MA I,.ocaciaii By Tillc: ~ Offic.ial Sip-iialiii-e 13tocks Survul+ofs Cct-lifi€:alc Road Nariies ~ Roaci 1Nidtlis C~k Adfi![:czlfi Areti ~ I-taE & Mock Nut»bers ' 1l1W Dcdicaliaii d_c;sipmated ' r I Fo0l ~trips , 3 R1'S ozi GJ..rO (1oriiffs -p , 't'riXC:i X ~ - fe.ol Areas I3cticlX Mark ~ R Closure, ~ t4 Desc6)ti011 CI,o MaL)j . l)Csc:riu(iolY ('1'u - C}wiler s ~ Crerlifir:aile co Plal i F'uoI sii'ips lIiD - [.311R. Stateinuilt Access 1'rahibited J ~ jel-t 04 , ~ W RM l)edica[icati Draiiiap-c !_.an1juaee Draina~,e Cuveiiaiit # AZ,t 0 ~ ~ - Floocl Iusurauc~ ~toI`Z111Yater Mal1aReI1lCjll 2()8 13oiids - ~1„000.00 ea 208 PI-A N S Al'Nl10 1IE U I t A lqtf ic- -e C. ~ ti . P1'1Vc~~e R[)ad DOC, #}S y I'rivate Roac~ ~~n.ficyg Ak j tiC e -43- ~ AJIA l~caac.~ I'I.ius ~ Y&C . iicaixd I1ciad liiiiir-o z7<- ~ Si~;tieci f3y ~`ii~;iiteer ~j~ ~ d~s~1~"f ~~;N~~~ Recqqr~' ~ -12'~ ~ C-D q4 P--6 # ckeml C~ ~ ~ . k~VVatlisc ck 0 S P O K A N E C O U N T Y DMSION OF ENGINEERING AND ROADS A DMSION OF THE PUBLIC WORKS DEPARTMENT William A. Johns, P.E., County Engineer MEMO DATE: 12/ 1 S/98 TO: Laura Reinhardt FR4M: Bill Johns ~ RE: Margaret Kobylus The design and submittals were sent in 1994 as shown on the attached log. It appears the plans were accepted for construction on Dec 9, 1994. As it is a private road we do not inspect and so waited for the as- builts to come in signed by her engineer. I do not know when it actually was built. In Dec of 1996 we were notified by an adjoining plat engineer that SP877-93 was constructed. We went out and found that the project was not completed as per the plans and sent her a letter. We received a letter from her Sept of 1998. An inspector was sent out and found that the project was not completed and wrote a letter back to her on 10/8/98 and 11/19/98.. We must see all the improvements in place before acceptance or the County will be held responsible for what is missing such as the drywell and swales. In that case we would need to take the bond to complete the project. 1026 W. Broadway Ave. • Spokane, WA 99260-0170 o (509) 477-3600 FAX: (509) 324-3478 TDD: (509) 324-3166 ~ . . • - ' ~ ~ , ~ S S i~~ ~ ~ u j~ y`s S <D T_T 1`ad` -r ❑IVISION OF ENGIPtiT$$RTNG AND ROADS • A DWFSION OF rHE P[JBLIC WOT{IC5 I7EPARTIviENT WiIiiam A. johns, F.E., County Ertgineer Dennis M. Scott, F.E., 'Dired4P NOVeIYIbeI` 19, 199$ Margaret K4bylus 19011 E. Faurth Avenue Greenacres, WA 99016 Re: S,P-877-93 Perf'ormance Surety Release Dear Margaret, TWs letter is being written to reiterate what is necessary to a11ow the Count}r Engineers to release your performance suret}r for the drainage improuements. Like yourself ure want this shart plat development phase to be finalized. As stated in rriy Octaber 8, 1998 letter to you, the drainage irnprovernents need to be put intn substantial conf'ormity to the approved canstructian plans. After my viewing the cnndition of the site recently, we would consider same modifications to the +original design pr~ovided they still meet the intent of the County stormvvater guidelines. Follovving is a sumrnary of what would be the best approach for the alterafions and to receive fina1 acceptance: * fihe drainage facilities in the south road shaulder are presently adequate. 0 A swaIe without the nee+d of a drywell or connectian ta the south swale, could be formed alang the narth shoulder. .A simplifed design wauld be to pravide enough storage to hald the nanoff from a 2" rain off the contributing road and north lots. +Subrru'ttal and acceptance of a revised design for the north swa,le and record drawing for the "As-Buitt" improvements fram your engineer. Sincerely, William H. Hemmings, P.E. Development Services EngineerllVl:anager 13Hf gnfg:comrtYenu: S P-877-93 K abylusBond.doc 1026 W. Broadwa}r Ave. 0 5pokane, WA 99260-0170 •(509) 456-3600 FAX: (509) 324-3475 TDD: (5D9) 324-3166 t ' October 8, 1998 Margaret Ko6ylus 19011 E Fourth Avenue Greenacres, WA 99016 RE: SP-877-93 Construction Certification Dear Margaret: We made a field inspection of your drainage improvements yesterday and the inspector could not find the westerly inlet and drywell that are shown on the plans. They may be covered by dirt but in any case we could not visually identify the improvement . The swales on the north side of the road also do not appear to be built as per plan. The swales on the south side are not grassed in all places as required by the approved plans. We would like to bring this bond issue to a close but we can not release a bond when the improvements are not completed as per plan. If you have evidence that these improvements are done as per plan, please provide it and we will perform another inspection of the project in an effort to get this bond reteased. Please do whatever is necessary to get this work completed if work is outstanding so we can bring this matter to a close. .[f you have any questions, please call me at 456-3600. Sincee-ely, ~ c William H Hemmings, PE Development Services EngineerlManager cc: File, Terry Lightfoot . S P O K A N E r'; C O YJ' N T Y , r DMSION OF ENGINEERING AND ROADS A DIVISION OF THE PUBLIC WORKS DEPARTMENT September 7, 2001 Safeco Insurance Company 10915 Willows Road Bldg. F 3`d Floor Redmond, WA 98185 RE: Bond Number 5767857 for Residential Construction of Short Plat 877-93 Dear Sir or Madam: Please be advised that the Bond Number 5767857 dated December 2, 1994 issued by your company as surety for installations of road improvements and associated drainage facilities for the above mentioned plat in the remaini.ng current amouat of $10,900.00 may now be released in full effective immediately. The short plat construction has been completed and the warranty period has expired. This final release should close out the above referenced savings certificate. If you have any questions, please call me at (509) 477-3600. Sincerely, .i . ~ John Hohman, PE Development Services Engineer/Manager cc: Sandy Kimball Randy Stronks File 1026 W. Broadway Ave. • Spokane, WA 99260-0170 •(509) 477-3600 FAX: (509) 477-7655 (2nd Floor) 477-7478 (3rd Floor) 9 TDD: (509) 477-7133 r' • - • . . ~ Dcvr-LOPER BOND REVIEW FORM ro'ect Name: P.~ Project Number: SP ' D~7-7 Location; & e- E160,c1co.e.. Origina{ Bond Amount: M, q'QD Original Bond Date: /-z-/ oz%¢ Bond Balance: /'d) m0 REVI EW Last Review Dafe or Punch List Date; Work Remaining to be Completed: Reviewed by: r,~?, -,Ixtz:r , Date: ~~3/4 Findings: ow . n A Do-4 3 0PRo-gAtzY &a 6s~, A)O-,r. ~ 4.4ki t ~ i~ft~ t,t~ IP-! 'D `~~o G~ ~J1 SE~ ' ACTION TAKEN (Circfe Actions) . RE C QAd.t4F.UQE D. AC71 O N: Acti o n Ta ke n: _w 1, Release Bond 1. Release Bond Letter ~ 2. Reduce Bond 2. Reduce Bond Letter 3. Confinue Bond 3. Continue Bond 4. None By: Date : . FOLLOW UP Follow up Scheduled: . Comments: Files Updated Commenfs: Date: By: Files Updated Comments: Date: By: - Files Updated Comments: . Date: By: Files Updated Comments: , Date: By: Files Updated Cornments: Date: By: ~ - _ " ' I \ r r ~ 0 I l7 ~ r - r , „ . 58~9 5933 W-2fi53.J9 (2fi54.64 P~af) ~ _ - , n ° , _ , D Fd; Pipe 8~ R.P.'s. AdfDITUi~'S ~ S CERTiFIC 49 20 Fd; I~on Pin B~ A.P.'s. r .~RTiFIC See 5P85-463. See SP$5-4fi3. 1~11 ~[1 ~',~Z HECDRD ~fI~S f~AY 0~~ &,'"DAY L~ ~ C/ 4 I '7 -qtf AT M. fN ~b4fi ~l GF~..L• [ GF~_EA T P"'Ca E-7~ ~ ~ ' AT YitE t~tQUES~ C}F . ~ I ~ * • ~ ~ c 4 ~ f ~,ililiY . ~ ~ ~ 1~ . I ~ ~ C4UNTY U ~ T~LITY D1V~S1 0 Y D111I5~O1~ ~xamined And A ~aved This pP i] : Q4~ of ~~i ~ ~ 4 , :d Tr~is ii~ I I ~ ~ ° . ~ ~ - `'r`"~ 5polean Count y Ut~liries Qireef - ~ N _ ~ecand s~~°~s'a2"~ 2~51.1~ t265~.65~) Ave. ~ ~ ~ C UNTY ENGIN~E~ ~~~,~o ~ ~oo~, 16~.5'3 1~2,59 ~7 . 3~' 30 , ~ ~xomine And Appraved ;h+~~ {3'~525P.~ ~ a , [325.~5P.} (65(75L?P.J 2U25 G114EE R ~ ° o ao ~f ~19 I~mer enc Vehicle r4~~ y 30~ 9uilding 5tlh~sk Lin1 I 9 9 p9p cp.d Tni 5 25' il~ ~ a ' ~ 'iurn ruund Esm $ . ! ~ ~+~{+r ~ I 1► Y ~ ~Q aa- I r~~ 5po ane Cou~rty Enqrneer ~ ~ i ~ - a ~l. a ° 4 ° ~~UNTY M~A~I.T~ nq er , ~ ~ ~ y ~ q w a ~ ~ ~ ~ ~ TroGt C ~u o Trocf p ~n ALTH ~ DIS~Ri~T ~ ° G.O~o. ~ ~ I.DOa ~ ~ ~ ^ 19D16 Evst ° c~v 19~18 East ~ Examin ~1 And A r~ved This e N PP a ~ Second Ave. ~ Second Ave. _ iwed rni5 ° . ~ ~ay of i9 ~ ~ ~ - ❑ ~ ~ ~ , ~ a V T. N ~ ~ ~ ~ ~ ~~2.~7~ 9 ~ (X If'1 - - ~ ~ __~__1~~,.~ ~ ~ Sptikqne Counfy fiealxh ~srr~cl r~ ~ a~~ N$9°a942 W ~ ~ rn ~ cv . Ixh ~srrI cl C4"3"-""et~ ~ ~ ~ ►c~.+ COUNTY TREASUR o { ~ 125.z5 a a ~ A IR ! 1 F? F F? ~ ~ 190I1 ~ ~ ' a ~ r rf' rn q ~ ~ ~ ~ a I Me eby Ce ify Th~t The Requ~~ ,-imLA .&W-:.- ~ O ~ E fl S t F O U r 1 h A V e.~ ~ Q pn T he Here~n P la t te d Lan ds f ~ ~~r ~ T ra c 1 ° " ' n ~n t The Required Taxes a ~ ~ - ° ° ~ ~ ~~ia r~~s oy ot ~s o ~ ~ , a I.~Oa, , zo . ~ ~ C7 Emerq; Yeh N ~ p y !d Lands Finve Bean ~ lf4 Esni~, m ~ ~ ~ ~ ~ ~ ' ~ r~ 4~ a. 5 kane Gau y Treasurer w_ ~ ~ , I ~cp ~ ' ~ q~ O ~ 7 ~ ~ ' Q ~ ~ ~ C~f1NTY PLANN~NG :45Ufef f - L w~ ~t - i ss.~~ ~ U ~ 4 ~ 'y` ~ Q ~ ~ 0^~'~~ ~ G, ~ ~ aEPaRfiMENT ANNING T ~ j~°~~ 8 g~9 . . ~ W , .py~ 4~• ~ ' ~n Traci A .r, i,D ExQmin An~ Appr~ve~ ThiS ~ ~ 5e'" e~~~ Q a af I 9~'~f ~ 2~,7~a sq. ft,I ~r , ~,,~tyy~~,4• ~~44 Y , . fed Yh15 ~o'a • rfl~~rt~~e~b,t~ • ~ rt~~d 1~5°~y E° ~,,n ~o~~to~4 ~~ly ~ase.~rne 19~49Eo51 Fou e. ~~jt~ {~v4 ~ ~ R/yy ~e `~4n~ - ~ ~p ►S a~c~r~o~ ~99.9~--~ +4'~ 325.25P_ ~5fi4.5QP,1 or~ 6af Adr111fli5ff014f ~ I~5.~5 . f 1 . ~ , ~ ~3I7_3~f13~75i}P.l N 325.2~ 325,25R1 ~ rfOt4f i.~ W _ ~'r ~ C~uNTY A5SES5aA , ~~7 ~ ~ QY F'd, Re6nr d:Spike ~~urth n~ EAST-2&48.18~Z648.55R1 , x~ r ►7ESSOR ~ ~ a ~~se Bearing per SP 7iQ-91, B ok 9, Page 57. E xamined And Apprave Thi~ ~ m ~ Qay of 19 ~ . ~ ~ ~ ~ ~ m r~ . ~ ~ _ ~-Vg T MIs ~~"d . ~ ' Spokane Co r essor ~ 3 a~ V ~ ~u o a . CE ~TII~I ~ 9 ' T ■ - + ~ ° _ Ir ~ r~ ~ a ~u o Th map r o i~nf rr~Y o ' ~ ~n~dr ~~r m~ or und~r my ~uR ~ • 0 0 .a~ ilYoy ~ ~ rhlon ~ aonfam~nc~ rrllh !h~ ~ Q~ ~ ~ Jp+~ko~~ Cannlr 9hor# Piai ~ Qrdinar~o~ a1 Ih~ ~Iqu~~t af ~f J y r- ~ f , i- ' - - - - - ~ . ~ and I ~II ~o~n~r~ har~ b~~n ta~q~d ~ ~ ~g Fd' Pipe ~ R.P~s~ ~ Fd, Pi e a R P s. See SP 86-~63, ~ a n d ~ a s ' h o w n, t, ~n~' ~a See SP 86-45~ ~.d1~f~A~! V. ~untmor~r ~.,a, r~~, ~~eae ~at~a ~h~~~. a,~~~~: u~ n i tEd~llA: o fiouad it n~ta . , i i Plrt ~nundat~ . ~ ~et ~ rx • re~~r ~,st~ Cip R~~~ld ~ P ~ ~l N ~ ~ l~ N K ~ TY L_ ~v~s~oRe ~:eo~. - ~ ~ 87 a SH~RT Pl,AT N , 1~olcuiolyd P~~Iflnrt. Holhinq Feund ~r 5+~. T~a . SdG.~~_;Tw , 25 N.tl~. ~ _ ~ AF-I T r ■ ~ C~e1a• 1~ ~ IMI *w....r..r~ r - •a - s1a ~ 1 1 I 1 t~ . ~ I 09/30/fj8 08:20 wr150yy'L7'LU1U n.~.~CbCKJ1nUm VVU1llI LivUll14cnna %JV1 , J . N. A. DF-alERsTROM, INce N. 3303 SU WVAN ROAD - P.O. 60X 425 SPOKANE, WASHINGTON 992104425 MINE SERVICE DIVIS10Rl (509)928-3333 W~sh Cont. Lie. Na OE-GE-RN-A375M0 • Pbaos : (509)928-3333 ~ . Fax Ido: (509)927-2010 . FAX TRANSAIITTAL SH]EET ~I ~ Date. ~ To: ~ < < Company: . . .r ~ Fax Nurnber . . Number of pages (including cover sheet): ~ Frorn: C If there is a probtean with this transmissiort or you do not receive all the pages pjease call (509) 928-3333 and ask for . Handling Instructions: IEgh Priority Call When Complete Confidential Nonmal Proc,essing Remarks: 09i30i93 08:20 V15099272010 N.A.AEGExsTKOM cuuN1Y ENGINhExb tgj uuz . t Margaret Kobylus 19011 E Fourth Avenue Greenacres WA 99016 September 30, 1998 Plan Review Engineering Spokane County Div, of Engineering & Roads , 1026 W 6roadway Avenue Spokane, bJA 99260-0170 Attention: Edward J Parry Jr, P.E. Verrall Smale Terry Lightfoot Jim Radke Reo SP877-93 Construction of Private Road in 2nd Avenue Right of Way Gentlemen: I have repeatedly, for the past 2 years, visited your office and made phone ca11s to your office to attempt to finalize the above referenced short plat. I hade never received a check 1ist, if there is one, although I have been promised one wou]d be sent to me if there was any work yet to be compl eted. I have compl i ed..wi th ..al 1 of the derbal instructions that hade been given; my contractor has completed the worlc that was requested verbally; my Engineer came to your office. and signed and sealed the Record Drawings, P-L-E-A-S-Es can we finalize this short plat and release the bonding company before any more time goes by. I think 5 years is long .enough for this project to be dragged out. I would very much appreciate your immediate response - either a check ]ist or a final approva]e Thank you. . Vncerely, Margar Kobylus 509-92 9083 home 509-928-3333 work 509-927-2010 fax 'i I ~I 1 S P O K A N E C O U N T Y DIVISION OF ENGINEERING AND ROADS ~ A DIVISION OF THE PUBLIC WORKS DEPARTMENT William A. Johns, P.E., County Engineer Dennis M. Scott, P.E., Director October 8, 1998 Margaret Kobylus 19011 E Fourth Avenue Greenacres, WA 99016 RE: SP-877-93 Construction Certification Dear Margaret: We made a field inspection of your drainage improvements yesterday and the inspector could not tind the westerly inlet and drywell that are shown on the plans. They may be covered by dirt but in any case we could not visually identify the improvement . The swales on the north side of the road also do not appear to be built as per plan. The swales on the south side are not grassed in all places as required by the approved plans. We would like to bring this bond issue to a close but we can not release a bond when the improvements are not completed as per plan. if you have evidence that these improvements are done as per plan, please provide it and we will perform another inspection of the project in an effort to get this bond released. Please do whatever is necessary to get this work completed if work is outstanding so we can bring this matter to a close. If you have any questions, please call me at 456-3600. Sincerely, William I3 Hemmings, PE Development Services Engineer/Manager cc: File, Terry Lightfoot 1026 W. Broadway Ave. 0 Spokane, WA 99260-0170 •(509) 456-3600 FAX: (509) 324-3478 TDD: (509) 324-3166 : ~ - . ! 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 December 26, 1996 Margaret Kobylus 12918 East Broadway Spokane, WA 99216 SUBJECT: SP877-93 Construction of Private Road in 2nd Avenue Right of Way Dear Ms. Kobylus: We were recently nodfied by the engineer for a nearby short plat that the drainage improvements, for the private road that was a condition of your short plat, have not been built. He also stated that the road may not have been built according to the approved plans. A field visit by the Public Works Depar[ment verified that none of the drainage improvements were built yet, and there are indications that the road may not have been built according to the approved plans. Please address the following items as soon as possible: • The Road Plans approval expired two years after the initial approval date. Please let us know if you are requesting an extension to the approval date. • We cannot find any evidence that a permit was issued for this project, to construct ttie improvements we can see have been made. Please provide us with a copy of the permit, or have your contractor provide a copy for our records. • Please provide the conrinuation certificate for the surety that was posted for this project. This was due in November 1996. The surety will need to remain in effect until the improvements are constructed according to the approved plans. We would appreciate a prompt respoase to thi.s matter since there are other parties involved who are relying on these improvements. If you have any questions, please contact Ed Pa.rry at 456-3600. Thank you. Very truly yours, William A. Johns, P. E. Spokane County Engineer '~a , ?z- Edward . , Jr., P.E. Plan Review Engineer cc: project file reviewer 1026 W. Broadway Ave. • Spokane, WA 99260-0170 •(509) 456-3600 FAX: (509) 324-3478 TDD: (549) 324-3166 S P E E D MESSACE TO FROM - ~;~~.,.~c. ~'r.~,~ ~ .~J ~•.~...o*~ ~ ,/l/. ~ ~l !it' ~ rCJ~C ~ ~ • r'' , . suBlEcr_~i.e, A4'.~C.a~/ n ~ ~ _ _~~W _ - - _ . _ DATE~ ~ ^ oLe- "01) C _ ~ ~ ~ ~ ii f~.~~cG' ! S ~ d-IL ~ ~1~.~ - ~ r- SIGNED--~~~~~~ ~ O R I G i N A L w nJ~o • c„~,s, . M/1DE IN USA . . , . - . ' - . _ - . _ . - - ' ~ . . . . _ . . . : • _ . _ ' ' ' ' . _ . . . . . , . . . . _ _ - _ . - " ' - : :i: . ~ ' ~ J , ' ~i~ • - . . . ••J•` . . . ~ ~ .'Z. . ~ _ . . • . ~ _ _ _ ~ • ~•J•• ~ ~ . . '~.V ~ ~ ~ ~ . . . . • ~ . ~ ~ ~ • ~ . .ll• . . - ~ ~.~'J. . ' ' - . . . . ' • . ' ' ' . . . • i' - _ . i _ • , ' i et. , ~ ~ • ' • • ~ . ' . • . • . - . , •J., . . ~ . . . . . . • ~1' ~ • . . • ~ - ~ • _ . J.' - . • • • ~ . . . . ~ . . , . ~ • • . , . • • . . . " ' ~ . • " • ~ . ~ _ . . . . . • ~ ' . . . ` ' . • ' . , - - , _ . ' • . ~ • . • •,.a . • . ' . . , . ' , • • ~ . • ' . . ~ . • ~ . . ' . • ' . . . . • • ~ . . ' • . • • _ . •a'-'I - • . - _ • • . - . • . ~ • ~ ' . . ♦ _ ~ • ~ _ ~ . _ ./i.' _ • • . . . , , . . . . , • . . ' . • • . . . . . , ~ 'i:~i ' . , • . . . ' - • ' ~ . ' . • _ - - . . _ , • ' _ ' ' - • . ` ~ ' • , ; • ' ' • . . • ' ..i . •r ' • . ' • . ~ ' ' _ . . , . . { • . ' ~ . . • • ' . . . • , ' 't• • • • ~ ' • • ' • • • • . . ~ . . ~ ' . • • . ~ . ' ' • I . ~ ~ • • ' ~ • ~ • ~ ~ ' • , . • ~ • ~ 09/30/98 08:20 00"15099272010 N.A.DEGERSTRON COUNTX ENGINEERS vi 001 IL y I N. A. DEGIERs~R13M, Nce N. 3303 Sl9LUVAIV RQAD - P.A. BOX 425 SPOlCAAfE, WASNINGTOIV 992104425 MiNE sERvrCE osveSIOrd I5091928-3333 ~ Wtsh Cont. Lic. Ma OE-GE-A14-A37 aN0 ~ Phow: (509)928-3333 Frat No: (509)927-2010 . FAX TRA10TSNUTTAL SHEET - Date. .3Q 12 To: C**** < < e Company: • Fax IVunnber : 7 9 . Number of pages (including cover sheet): ~ From: l~ If there is a problegn wath this transmission or you do not receive all the pages plea.se caU (509) 928-3333 and ask for . giandling Instructions: I-I'igh Priority Call When Coffiplete Confidential Normal Processing - Remarks: 09/30/98 08:20 e15099272010 N.A.AEGERSTROM COUNTY ENGYNEERS ~002 . w y _ 0 Margaret Kobylus 19011 E Fourth Avenue Greenacres WA 99016 September 30, 1998 P]an Review Engineering Spokane County Div. of Engineering b Roads 1026 W Broadway Avenue Spokane9 WA 99260-0170 Attentlon: Edward J Parry Jr, P.E. Verrall Smale Terry Lightfoot JZm Radke Reo SP877-93 Construction of Private Road in 2nd Adenue Right of Way Gentlemen: Y have repeatedly, for the past 2 years, visited your office and made phone calls to your office to attempt to finalize the above referenced short plat. I have raever received a check list, if there is one, although I have been promised one would be sent to me if there was any work yet to be completedo I have compi ied..wiih ..ai 1 of the eerba] instructions that hade been giden; my contractor has completed the work that was requested verbally; my Engineer came to your offiee. and signed and sea]ed the Record Drawings, . P-L-E-A-S-E, can we finalize this short plat and re]ease the bonding company before any more time goes by. I think 5 years is long.enough for this project to be dragged out. I would very much apprecaate ,your immediate response - either a cheek IZSt or a final approva]a Thank youo ~incer^e]y, ~ ~ Margar Kobylus 509-92 9083 home 509-928-3333 work 509-927-2010 fax OFFICE OF THE COUNTY ENGINEER SPOKANE COUNTY, WASHINGTON TO: SCOTT EGGER ~ c~ . FROK: DAVE BERTO DATE: August 21, 1995 SUBJECT: BOND ITFMS SPS77 The bond fcir tr,e abovE mention project is for the following items: 1) All tr,E items c►n the a-F►proved road and drainage plans including the seeding af d-rainage areas. c: \wpdoc\d.ave\memo\items i ~ CONTINUATION ECO INSURANCE COMPANY OF AMERICA - ERAL INSURANCE COMPANY OF AMERICA CERTIFICATE FIRST NATIONAL INSURANCE COMPANY OF AMERICA SAFECO ~ HOME OFFICE: SAFECO PLAZA SEATTLE, WASHINGTON 98185 SAFECO INSURANCE CONIPANY OF AMERICA Seattle, Washington, Surety upon a certain Bond No. 5767857 dated effective 12 / 02 / 1994 (MONTH-DAY-YEAR) on behalf of N. A. DEGERSTROM, I NC. (PRINCIPAL) and in favor of SPOKANE COUNTY (OBLIGEE) does hereby continue said bond in force for the further period beginning on 12 / 02 / 1997 (MONTH-DAY-YEAR) anci ending on 12 / 02 / 1998 (MONTH-DAY-YEAR) Amolmt of bond TEN THOUSAND N I NE HUNDRED GOLLARS ( $ 10, 900) Description of bond ROADWAY I MPROVEMENT SP877-93 Premitim: $100 . 00 PROVIDED : That this continuation certificate does not create a new obligation and is executed upon the express condition and provision that the SLret}r's liability under s^id bond and this and al_1 Continiiation Certificates issued in connection therewith shall not be cumulative and that the said Surety's agbregate liability under said bond and this and all such Continuation Certificates on account of all defaults committed during the period (regardless of the number of years) said bond had been and shall be in force, shall not in any event exceed the amount of said bond as hereinbefore set forth. Signed and dated on DECEMBER 1, 19 9 7 COA (MONTH-DAY-YEAR) Go~PORqr~ SAFEC~ INSUR E OvIPAVY OF AMERICt~ N SEAL b ~ BY A~T1SRNEY-IN-FACT v FOf ~yA$N~NG WILLIAM H. DAVIS @Registered trademark of SAFECO Corporation. S-12251EP 3l90 PRINTED IN U.S.A. . 1 POWER SAFECO INSURANCE COMPANY OF AMERICA OF ATTORNEY HOME OFFICE: SAFECO PLAZA SEATTLE, WASHINGTON 98185 SAFECO" No. 2195 KNOW ALL BY THESE PRESENTS: That SAFECO INSURANCE COMPANY OF AMERICA, a Washington corporation, does hereby appoint x*********x********WILLIAM H. DAVIS; WILLIAM A. MAY; Spokane, Washington******Nx*****x******** its true and lawful attorney(s)-in-fact, with full authority to execute on behalf of the company fidelity and surety bonds or undertakings and other documents of a similar character issued by the company in the course of its business, and to bind SAFECO INSURANCE COMPANY OF AMERICA thereby as fully as if such instruments had been duly executed by its regularly elected officers at its home office. IN WITNESS WHEREOF, SAFECO INSURANCE COMPANY OF AMERICA has executed and attested these presents this 16 day of December 19 96 . , J ` , ~ r~ ` ' . _ . CERTIFICATE Extract from the By-Laws of SAFECO INSURANCE COMPANY OF AMERICA: "Article V, Section 13. - FIDELITY AND SURETY BONDS the President, any Vice President, the Secretary, and any Assistant Vice President appointed for that purpose by the officer in charge of surety operations, shall each have authority to appoint individuals as attorneys-in-fact or under other appropriate titles with authority to execute on behalf of the company fidelity and surety bonds and other documents of similar character issued by the company in the course of its business On any instrument making or evidencing such appointment, the signatures may be affixed by facsimile. On any instrument conferring such authority or on any bond or under4aking of the company, the seal, or a facsimile thereof, may be impressed or affixed or in any other manner reproduced; provided, however, that the seal shall not be necessary to the validity of any such instrument or undertaking." Extract from a Resolution of the Board of Directors of SAFECO INSURANCE COMPANY OF AMERICA adopted July 28, 1970. "On any certificate executed by the Secretary or an assistant secretary of the Company setting out, (i) The provisions of Article V. Section 13 of the By-Laws, and (ii) A copy of the power-of-attorney appointment, executed pursuant thereto, and (iii) Certifying that said power-of-attorney appointment is in full force and effect, the signature of the certifying officer may be by facsimile, and the seal oT ine C,ompany may be a facsimile thereoT.°" I, R. A. Pierson, Secretary of SAFECO INSURANCE COMPANY OF AMERICA, do hereby certify that the foregoing extracts of the By-Laws and of a Resolution of the Board of Directors of this corporation, and of a Power of Attorney issued pursuant thereto, are true and correct, and that both the By-Laws, the Resolution and the Power of Attorney are still in full force and effect IN WITNESS WHEREOF, I have hereunto set my hand and affixed the facsimile seal of said corporation . this 1 ST day of DECEMBER , 19 97 - . , S-13001EP 1193 ~ Registered trademark of SAFECO Corporation. ~ • 1 CONTINUATION :0 INSURANCE COMPANY OF AMERICA • __.:'-.4AL INSURANCE COMPANY OF AMERICA C CERTIFICATE FIRST NATIONAL INSURANCE COMPANY OF AMERICA SAFECO O HOME OFFICE: SAFECO PLAZA SEATTLE, WASHINGTON 98185 SAFECO INSURA\CE COMPANY OF AMERICA Seattle, Washington, Surety upon a certain Bond \zo. 5767857 RECE9V E177 - dated effective 12 / 02 / 1994 N~~ ~s mb (MONTH-DAY-YEAR) SPOKANE COUNTV ENGINEER on behalf of MARGARET L. KOBYLUS (PRINCIPAL) and in favor of SNOKANE COUfv iY (OBL I GEE) does hereby continue said bond in force for the further period beginning on 12 / 02 / 1996 (MONTH-DAY-YEAR) and ending on 12 / 0 2/ 1997 (MONTH-DAY-YEAR) Amount of bond TEN THOUSAND N I N E HUNDR ED DO L LARS ( $10 , 900 ) Description of bond ROADWAY I MPROVEMENT SP877-93 Premium: $100 , 00 PROVIDED : That this continuation certificate does not create a new obligation and is executed upon the eYpress condition and provision that the Surety's liability under said bond and this and all Continuation Certificates issued in connection therewith shall not be cumulative and that the said Surety's aggregate liability under said bond and this and all such Continuation Certificates on account of all defaults committed during the period (regardless of the number of years) said bond had been and shall be in force, shall not in any event e.tceed the amount of said bond as hereinbefore set forth. Signed and dated on NOVEMBER 12, 1996 (MONTN-DAY-YEAR) C~mp9N~. r^ ~S~ Got~tPORqT~ p9 ° ~3 SAFECO IvSURA\CE ONIP_~N OF AvIERIC~ -cc SEAL ~ cn a gj T 1953 a t _ 1,~ ATT'ORNEY-IN-FACT Of WAS~~N WILLIAM DAVIS ~ Registered trademark of SAFECO Corporation. 5-12251EP 3190 PRINTED IN U.S.A. r. : - POWER SAFECO INSURANCE COMPANY OF AMERICA HOME OFFICE: SAFECO PLAZA OF ATTORNEY SEATTLE. WASHINGTON 98185 SAFECOP No. 2195 KNOW ALL BY THESE PRESENTS: That SAFECO INSURANCE COMPANY OF AMERtCA, a Washington carporation, does herebyr appoint •xxwrxrYrw*rsWILLIAM DAVIS; WILLIAM MAY; Spokane, W8Sf11r1gtOr1NMMMMMMMMMMMNMMMMMN■MMIfNNMMKMMMNMII its true and lawful attorney(s)-in-fact, with full authority to execute on behalf of the comparn fidetity and surety bonds or undertakings and other documents of a similar character issued by the comparvy in the course of its business, and to bind SAFECO iNSURANCE COMPANY OF AMERICA thereby as fully as if such instrLments had been duly executed by its regularly elected officers at its home office. IN WITNESS WHEREOF, SAFECO INSURANCE COMPANY OF AMER{CA has executed and attested these presents . tnis 7 t h day of A u q u s t . 1996 CERTIFICATE Extract from the By-Laws of SAFECO INSURANCE COMPANY OF AMERICA: "Article V. Section 13. - FIDELITY AND SURETY BONDS the President, any Vice President, the Secretary, and any Assistant Vice President appointed for that purpose by the officer in charge of surety operations. shatl each have authority to appoint individuals as attorneys-in-fact or under other 8ppropriate titles with authority to execute on behalf of the company fidelity and surety bonds and other docLments of similar character issued by the company in the course of its business On any instrLment making or evidencing such appointment. the signatures may be affixed by facsimile. On any instrurnent conferring such authority or on any bond or undertaking of the company. the seal, or a facsimile thereof, may be impressed or affixed or in arnt other manner reproduced: provided, however, that the seal shall not be necessary to the validity of any such instrLrnent or undertaking:" Extract from a Resolution of the Board of Directors of SAFECO INSURANCE COMPANY OF AMERICA adapted July 28. 1970. "On any certificate executed by the Secretary or an assistant secretary of the Company setting out, (i) The provisions of Article V, Section 13 of the By-Laws. and (ii) A copy of the power-of-attorney appointment. executed pursuant thereto, and (iii) Certitying that said power -of -attorney appointment is in full force and effect. cne signature of tne certitying otticer may be by facsimiie, and ihe seal of tha Company may be afacs+mile thereall:" I. R. A. Pierson, Secretary of SAFECO INSURANCE COMPANY OF AMERICA, do hereby certify that the foregoing extracts of the By-Laws and of a Resolution of the Board of Directors of this corporation, and of a Power of Attorney issued pursuant thereto, are true and correct, and that both the By-Laws, the Resolution and the Power of Attorney are Still in full force and effeCt. IN WITNESS WHEREOF, I have hereunto set my hand and affixed the facsimile seal of said corporation this .1 2TH day of NOVE11'IBER 19 96 S-1300/EP 1/93 RepiStered tredemark of SAFECO Corporation. ~~q-r _ • * v~ CONTINUATION S, INSURANCE COMPANY OF AMERICA ~ G. L INSURANCE COMPANY OF AMERICA CERTIFICATE FIRST NATIONAL INSURANCE COMPANY OF AMERICA SAFECO O HOME OFFICE: SAFECO PLAZA SEATTLE, WASHINGTON 98185 SAFECO INSURANCE COMPANY OF AMERICA Seattle, Washington, Surety upon a certain Bond No. 5767857 R F C F C dated effective 12 / 02 / 1994 (MONTH-DAY-YEAR) MOU 2 2 ~IE COUi~~Y Ei~GINEER on behalf of MARGARET L. KOBYLUS SP6KA (PRINCIPAL) and in favor of SPGKANE COUNTY (OBLIGEE) does hereby continue said bond in force for the further period beginning on 12 / 0 2/ 19 9 5 (MONTH-DAY-YEAR) and ending on 12 / 0 2/ 19 9 6 (MONTH-DAY-YEAR) Amountofbond TEN THOUSAND NINE HUNDRED DOLLARS ( $10,900) Description of bond ROADWAY I MPROVEMENT SP877-93 Premium: $10 0 . 0 0 , PROVIDED : That this continuation certificate does not create a new obligation and is executed upon the express condition and provision that the Suret y's liabilit y under said bond and this and all Continuation Certificates issued in connection therewith shall not be cumulative and that the said Suret y's aggregate liabilit y under said bond and this and all such Continuation Certificates on account of all defaults committed during the period (regardless of the number of years) said bond had been and shall be in force, shall not in any event exceed the amount of said bond as hereinbefore set forth. Signed and dated on NOVEMBER 21 , 19 9 5 (MONTH-DAY-YEAR) E COA1P9~` ~S~ Gop,PORqrF p~ SAFECO INSURA~~tCE COMPAi1Y OF AM CA ~ SEAL a ~ B Y N4..c1 aqr 1953 ATTORNEY-IN-FACT WILLIAM H. DAVIS FOf WAS ~ Registered trademark of SAFECO Corporation. S-12251EP 3190 PRINTED IN U.S.A. POWER SAFECO INSURANCE COMVANY OF AMERICA OF ATTORNEY HOME OFFICE: SAFECO PLAZA SEATTLE. WASHINGTON 98185 .SAFECO" No. 2195 KNOW ALL BY THESE PRESENTS: That SAFECO INSURANCE COMPANY OF AMERICA, a Washington corporation, does hereby appoint rarrrsraLAUREL E. MAY; WILLIAM H. DAVIS; WILLIAM A. MAY, $POkene, WaSF1IngtO(1aNNMNNMMMMMIIMMMlt11N its true and lawful attorney(s)-in-fact, with full authority to execute on behalf of ihe company fidelity and surety bonds or undertakings and other docLrnents of a similar character i55ued by the company in the course of its business, and to bind SAFECO INSURANCE COMPANY OF AMERICA thereby as fully as if such instrunents had been duly executed by its regularly elected o(ficers at its home office. IN WITNESS WHEREOF, SAFECO INSURANCE COMPANY OF AMEAICA has executed and attested these presents tnis Qth dayaf January , 1993 . . CERTIFICATE Extract from the By-Laws of SAFECO INSURANCE COMPANY OF AMERICA: "Article V. Section 13. - FIDELITY AND SURETY BONDS the President, any Vice President, the Secretary, and any Assistant Vice President appointed for that purpose by the otficer in charge of surety operations, shall each have authority to appoint individuals as attorneys-in-fact or under other appropriate titles with authority to execute on behalf of the company fidelity and surety bonds and other documents of similar character issued by the company in the course of its business On any instrurnent making or evidencing such appointment, the signatures may be affixed by facsimile. On any insinment conferring such authority or on any bond or undertaking of the company, the seal, or a facsimile thereof, may be impressed or affixed or in artiy other manner reproduced: provided, however, that the seal shall not be necessary to the validity of any such instnrnent or undertaking." ' Extract trom a Resolution of the Board of Oirectors of SAFECO tNSURANCE COMPANY OF AMERICA adopted July 28. 1970. "On any certificate executed by the Secretary or an assistant secrstary of *he Canpany set*ing out. (i) The provisions of Article V. Section 13 of the By-Laws, and (ii) A copy of the power -of -attorney appointment. executed pursuant thereto. and (iii) Certifying that said power-of-attorney appointment is in full force and effect, the signature of the certifying officer may be by facsimile, and the seal of the Company may be a facsimile thereof." I. R. A. Pierson, Secretary of SAFECO INSURANCE COMPANY OF AMERICA, do hereby certify that the foregoing extracts of the By-Laws and of a Resolution of the Board of Oirectors of this corporation, and of a Power of Attorney issued pursuant thereto, are true and correct, and that both the By-Laws. the Resolution and the Power of Attorney are still in full force and effect. IN WITNESS WNEREOF, I have hereunto set my hand and affixed the facsimile seal of said corporation tnis 21 ST day of NOVEMBER . 19 S-1300/EP 1/93 ~ Registered trademark of SAFECO Corporation. d Nn. 5 7 6 7 8 57 Fo r SP877 - 9 3 RoaDwAY nKPRaVEbiEqr BoNn XNOw ALL BY THESE PRESENTS, tbac ~Marqaret L. Kob.yl us (devefop er), aS t'rIIIIC1pa1," 3IId qA F F[' C1 T N~ I j~~T CF rn mn A N v,iFM F.R T(` (boacliag company), a corporatiaa organized aud exiscing under the laws of the Stau of and authurized tv tra.nsact a sutcry Uusiness ia the State of Washingcon, as "Surety," are hcld an ftrmty ' hnund unto Spnk:tae Caunry, a politicat subdivison of ctte Scate of WashingeB, as "Obliget," in thc peunl snm vE Ten Thousand Nine qWred and 00/10(1 flollar-i ($10,90p.00 lawful money of ttie UBittd Scata of Americaa, for the paya=t of which the priadp-d! and SuzeLy bmd themselves, their heirs6 ezrcuters, admftisamors, suemasors and asssgas, 1oindy and several~►, CuYaly by these prescats. ' WHEREAJ, raid Prindpal is che devrlopcr of a tzzct of laud ia Spokzac Counry knnwn as rh i n ~ Addi ti on to Greenacres Lot 13 B1 k 210 ot I xrpRt n~21;1 & exr_Pbt E125,Z5' of SQith 325' and beiag loeated in Sdction ?0 , Township ?J North, Ragge 45 E.W.Ad., ia Spai:ana Cauury, Washiagwu, aad said Counry has requue4 rhac a bond be furnished in sn amuunt sufficient to pay ' . chc aonsoructiotl cost of kstailing tio the approved gmdes, curbs, sidewalks, dr3ivage coIIttal aWor paving • of roacways wdjacxnc co said de,relopment, a,nd such ot6er work aa in incideatal aud arcessary thereza sII in acYOrda.nce with Spokaae Cauaty Road DeQartmeaL sprcifications, and te tbe satisbctiod of the SQakanr ' COtiIIILy EII¢IIeel; S1uft ialptOVCQLCDls i0 be COQ1plCIed twO (Z)'years or less ume uatess said cime period be eutended at the option ug cbe Spokaae Couury F.ngiaeer. Upon failure of Priadpai to compiy with tht cequir=caits stated hercin avitbia the timc authorized, . aud upea delivery otwrittea nocico thereof by Obiigez to Surecy, the Surery sh=l make sarisfacrion To Obtigee co the exteat of this Boud. . The obligaaoa of tbis Boad sb:ill be kepc ia full toree and effect unal, in che vpinion of tha Obligcc, che requiremenu hecein smred have been satistled, in which cvent writetn relc.3se wM be given by the Obligee, cbe Obiigee having svle rig,ht Eo graoE such reiense. SaTery hereby waivcs aI rigltts to release from che • ohEigatian ccccpc Zs bereia scaccd. . 5IGNED AND SEALL•D this ?,It'1D day of DECEMBER , 19 94 . MARGARET L. KOBY.LUS Priaripal . HY: 04AN~ - CN-21RANCE SAPFCC) • . s ret~, BY• . WILLIAM H. DAVIS (Iitle) ~~~ENED SPOKANE COUNTY ENGINEER ~ POWER SAFECO INSURANCE COMPANY OF AMERICA OF ATTORNEY HOME OFFICE: SAFECO PLAZA SEATTLE. WASHINGTON 98185 sAFECOO No. Z 195 KNOW ALL BY THESE PRESENTS: That SAFECO INSURANCE COMPANY OF AMERICA, a Washington corporation, does hereby appoint urMrrrnrLAUREL E. MAY; WILLIAM H. DAV16; WILLIAM A. MAY, Spokane, Washingtonxurx•■NMrrrsrrrnrN its true and lawful attorney(s)-in-fact, with tu11 authority to execute on behalf of the company fidelity and surety bonds or undertakings and other doctments of a similar charaCter issued by ths company in the course of its business. and to bind SAFECO INSURANCE COMPANY OF AMERICA thereby as fully as if such instrtments had been duty executed by its regularly elected officers at its home of fice. IN WITNESS WHEREOF,SAFECO INSURANCE COMPANY OF AMERICA has executed and attested these presents . tnis 4 t h day of J a n u a r y 1993 J/~~ I~ . ~ % ~ ✓ ~ ~ - - -~CERTIFICATE Extract from the By-Laws of SAFECO INSURANCE COMPANY OF AMERICA: "Article V. Section 13. - FIDELITY AND SURETY BONDS the President, any Vice President, the Secretary, and any Assistant vice President appointed for that purpose by the officer in charge of surety operations, shall each have authority to appoint individuals as attorneys-in-fact or under other appropriate titles with authority to execute on behalf of the company fidelity and surety bonds and other docunents of similar character issued by the company in the course of its business On arry instrument making or evidencing such appointment, the signatures may be affixed by facsimile. On any instrLment conferring such authority or on any bond or undertaking of the company, the seal. or a facsimile thereof, may be impressed or affixed or in any other manner reproduced: provided, however, that the seal shall not be necessary to the validity of any such instrunent or undertaking." Extract from a Resolution of the Board of Directors of SAFECO INSURANCE COMPANY OF AMERICA- adopted July 28. 1970. "On any certificate executed by the Secretary or an assistant secretary of the Company setting out. . (i) The provisions of Article V. Section 13 of the By-Laws, and (ii) A copy of the power -of -attorney appointment, executed pursuant thereto, and (iii) Certifying that said power -of -attorney appointment is in full force and effect, the signature of the certifying officer may be by facsimile, and the seal of the Company may be a facsimile thereof." I. R. A. Pierson, Secretary of SAFECO INSURANCE COMPANY OF AMERICA, do hereby certify that the foregoing extracts of the By-Laws and of a Resolution of the Board of Directors of this corporation, and of a Power of Attorney issued pursuant thereto, are true and correct, and that both the By-Laws. the Resolution and the Power of Attorney are still in futl force and effect. IN WITNESS WHEREOF, I have hereunto set my hand and affixed the facsimile seal of said corporation . tnis 2 ND day of DECEMBER , 1 g 94 \ S-13001EP 1/93 • ~ Registered trademark of SaFECO Corporation. - ~ . SPORANE COUNTY ENGINEERING - DEVELOPMENT ENGINEERING SERVICES BOND ESTIMATE FORM PROJECT ~~Zl' 01,Ar 74n , -7- DATE PREPARER ISl LL PROJECT NO. 5~ (577 ITEM # DESCRIPTION QUANTITY PRICE TOTAL COST 1 TYPE "A" DRYWELL $ 2 TYPE "g" DRYWELL 0 T--) 6, A $ 0-0-0-0 3 TRIPLE DEPTH DRYWELL $ 4 FILTER FABRIC LINING FOR TYPE A& B DRYWELLS 3cro LzS- $ ~ UZ) o Gr) 5 FILTER FABRIC LINING FOR TRIPLE DEPTH DRYWELL $ 6 BACKFILL FOR DRYWELLS SO G`( C$ 102~~~ Y 7 TYPE 1 METAL GRATE $ 8 TYPE 2 METAL GRATE $ 9 TYPE 3 METAL GRATE $ 10 TYPE 4 METAL GRATE 3cU ,eA $ 6G7j -co 11 TYPE 1 CONC INLET PADS tCA, ~eov if-41 $ ~ GT1 .-Go 12 WSDOT TYPE 2 GRATE $ 13 WSDOT TYPE 2 CONCRETE INLET BASE - UNIT "H" $ 14 SPOKANE CO. CONC. INLET 1 r=A • 7crO $ 7CYC --a) 15 SPOKAND CO. STANDARD CURB INLET (DRWG. #B-9) $ 16 48" PRECAST MANHOLE $ 17 SOLID METAL LID $ 18 DITCH/ 2 08 EXCAVATION 211 cl, ~o -ou ~YG~ $ 311(1. z 19 8" ST SEWER - $ . 20 ST SEWER - $ 21 10" ST SEWER - $ , I • L~ ~ • 22 12" ST SEWER - CN $ or • ao~ ' 23 15" ST SEWER - $ 24 18" ST SEWER - $ 25 21" ST SEWER - $ 26 24" ST SEWER - $ 27 30" ST SEWER - $ 28 36" ST SEWER - $ NON STANDARD DRAINAGE ITEMS: 1 jNRy~D C~2,~S v~0>~'6 oao~ . $ ~._cS - 2 $ 3 $ 4 $ 5 $ 6 $ TOTAL ESTIMATED CONSTRUCTION COST: $ /C)f 30 ~ cd ~ov ~ COMMENTS ON BOND ESTIMATE: FIl..f ~ . ` ~i°~ ~ In Date; , 14 ' 93 y v para _ S s ~ 02 , o ~ i o I-RC»=-~ - ~o Y ~ ~J 1~~ l~,~ poad NeumNo: ..9.o d ~Yd . t~/ Q_-a y14 41d, iCO Y, 9 . Ruws; s 00 Pp I NoY 13 Pr "rod By: ~ . dNo. 4 W;, qoq QY; (l.81x! Cev) NOTICE TO TKE PU9LIC 9411170332 S('OY.I`W' , ~a ~ ~ ~i. EST TO FORMATION OF R0AD IMPROVEMENYDDISthC~P PlIGE AGREEMENT WAIVING PROT KNOW ALL MEN BY THESE PRESENTS, That Margarei: L. Kobylus, an unmarried person; Norwood A. Long and A. Jane Long, husband and wife, being the ownere of the 'following deecribed lande in conafderation of Mutual Benefits to be hereafter derived do for themselves, their heirs, grantees and assigne, hereby agree to the followingt There may be a need in the future to conetruct a public road to serve the lande herein deecribed. Said road shall be constructAd in acccrda;aco with the then adopted County road standards for publf.c roade. Said road to follow, ae mear ae practicable, the exiating County road right of way. If additional right'of way is required, the ownera, their heire and/or aseigns agree to deliver to Spokane County a properly eigned and executed Right of Way Deed covering the required additional right of way. The owner(e) or successor(e) in intereBt agree to authorize Spokane County to place their name(s) on a petition forthe formation of a Road ImprovAment Digtrict (RID) by the patition method purouant to Chapter 36.88 Rcw, which petition fncludea the owner(s) property, and further not to object, by the signing of a ballot, or not to protest to the formation • of a RID by the resolution methvd pursuant to Chapter 36.88 RCW, which .reeolution includea the owner(s) property. If a RID is formed by either the petition or reeolution method, as provided for in Chapter 36.68 RCW, the owner(s) or eucceeeor(e) further agree: (1) that the improvements or constructfon contemplated within the proposed RID is feasibla, (2) that the benefite to be derived frorri the formation of the RID by the property included therein, together with the smount of any County participation, exceede the coet and expenee of formation of the RID, and (3) that the property within the propoeed RID is suff.lc±entl1 d?velop::d. Frcvided, further, the owner(s) or suocessor(s) ehall retain the right, as authorized under RCW 36.88.090, to object"to: any aeseesment(s) on the property as a reeult of the improvemente called for in conjunction with the formation of a RID by either petitfon or resolution method under Chapter 36.88 RCW and to appeal to the Superior Court the decieion of the Board of Cc:unty Commisaionere affirming the final assessment roll. By allowing a building permit to be ieeued on property 'having acceea from an unmaintained County road, Spokane County aseumee no obligation for aaid road, and the owners hereby acknowledge that the County has no obligation of any kind or nature whateoever to establish, examine, eurvey, construr_t, ' alter, repair, improve, maintdin, provide drainnqe or anow romoval on aaid road. The requirement is and-ahall run with the land and ehall be binding upon the ownera, their heirs, succesaore or aseigne, until Baid road is improved to County standards and accepted by the County for maintenance. .The above conditions and covenant apply to the following described property:. Lot 13 in Block 21 of CORBIN ADDI7.'IC?N TO GREENACRFS, as per plat thereof rec:orded in Volume "S" of Plats, Page 30, Spokane County, Washington. . EXCEPT: The North 25.00 feet. AND EXCEPT: The East 125.25 feet of the South 325.00 feet . Located in the Northwest Quarter of Section 20, Township 25 IVorth, Range 45 East, W. M- The undezeigned owners, their hei.re, succeesore or asaigne horeby releaee Spokane County, and all ite officers, employeee and agente from any reaponeibility or liability for any damage whatsoever to the herefnabove described lande and improvemente thereon as a reeult of allowing a building permit to be iesued on property which is served by a Unmaintained County road. Y Q L. ~ 6`1 2-nn 1c' -09 ~ . ; . ~ , Tnese requirements are and shall run with the land and ehall be binding upon the owners, their heire, eucceeeors or aeaigns. Thie agreement shall, expire after ten (10) yeare from the date of execution below. Zti WITriESS WHEREOF, z have hereunto aet MY hand (t) and geal (b) this day , . o f ~1fD►~1/~ ~.2v , 19 94 . I`1 lJu l. C: I. 1~ . Ko1.11 J. `J STATE Or WASHINGTON ~ COUNTY OF SPOKANE ) ss On this day personally appeared before me rlargaret L. Kobylus, personally known to me to be the individUttl(ec) who executed the forgoing instrument and acknowledged the said instrument to be the'free and voluntary act and deed of said individual(A), for the ueea and purpoe'ea therein mentioned. Given under my hand and seal this da ~ y o f 19 94 . ::vLary rublic -Tn and for the State of Washinqton reaiding at _~pokane , IN WITNESS WHEREOF, We have liereunto set our han ) anci seal(s) this ~ day o f ~'1.~~.v~~~.~.1~- ► 19 94 • . \ ~ o,rwopd . Lon % A. J~ Long cTA.TE 0F :lAvti'iiivTuiT j ~ 1FkN E ) s s On this day personally appeared before me Norwood A. Long and A. Jane Long, personally known to me to he the individual(s) who executed [he forgoing instrument and acknowledged the said instrument to be the free and volunCary act and deed of said individual(s), tor the uses and purposes ttierein mentioned. Given under my hand and seal this day of 19 94 , ~ N tary tub-lic A.(Ai--u In and for the State of 4J-a-,--hringe- resiciing in qp_.~.aR~ A-Kj U . 9412010277 ' UCCLARA'1'lUN OF GOVENANI' , ~ ~ In consideration of the apprvval by Spokane County of J~'- I_(hereinafter referrecl to as the "Plat"), the undersignecl covenants and agrees that: , . ~ 1. Spokane County is hereby granteci the right of ingress and egress to all private roads xnd/or drainage easements, for the purpose of inspection and emerbency maintenaiice of clruinabe swales, and any ather drniiiage facilities, if not properly maintainecl by the property owners. Spokane County does not accept the responsibiiity to insnect ancl maintHin the clrHinage easements or drainage swales, nor doesahe County accept any liability for tailure by the property owners to properly maintain such areas. 2. The property owners within this Plat shall be held responsible for keeping open and maintaining the surface path of natural or man-made drainage flow over and across their respective nroperties. , 3. The property owners within Ihis Plat shall maintain all water quality treatment swAles ("208 swales") and drainage clitches situnted . Qn their respective pronerties, and any portion of a 208 swale situated in the public right-of-way acljacent to their respective properties with a permanent ground cover as specified on the current approved plans on file with the County Engineer's Office. The property awners may instalt approved shrubbery anJ/or trees which da r.c,t obstr,:~:t thu iiow r.;jJ .e:-ioiaiiun of storm dfAUTAgr". Evsiter in tha 208 s%va1e and d:ainage ciitclies, as indicated by the curreiit approved plans on file with /he County Engineer's Offi,ce. 4. The proPerty owner or his representative shall infarm each succeecling rurrhaser of bll drainage easements on the property and of his responsibility for maintaining surface cirainuge paths anJ swales within said easements. 5. Spokane County does not accept the responsibility for nlainlaining the clrainage course on rrivate lots within drainage easements ar f1ooJplain areas, and accepts no responsibility tar any dar»age whatsoever, incluJinb, but ncat limitecl to inverse candemnation to any properties due to deficient construction arid/or maintenance ofdrainage caurses in dcainage easements on private praperty. 6. Whenever the lot owners or their successors in interest fail to maintain the clrainage facilities in conformunce with the approvecl drainage plan, a notice of such failure may be given to the Iot owner or their successors in interest hy the County. lf not corrected within the period indicated on said notice, the Caunty has Ihe right to correct the maintenance failure, or to have it corrected, at tlie expense of the lot owner or tfieir successors in iuterest. 7. Any building that is constnicled on a lot in this Plat shall be set at such an eltvation so as to provide positive drainage away From ariy drainage entry point to the building (incluJi►ig but not lirni(ecl to a window wc;ll, a wiiiclow unrrotected by a window well, or atioorway). Said positive drainage shall eonsist of a minii»um slope uf 3 9o away from the buileling for a clistanee of at lenst 10 feet frc»n the huilding. The lots slialt be grucJecl so (hat either a) ull ninczff ;s rowed akwty fro:n ttic b::ilciir,g, ac-i1 uc,nveyGd over ihw. lo"r to a naturai clrainage swale or apprave;d drainage facili(y, or h) drainabe interceptecl on the lot is disposed of on the lot in an approvecl Jrainage facility. 7'he approved drainase facility shal) he constructed in accurclance with th ; approvecl plans on file at IMe County Engineer's Office. Any revisions to the approveJ Jrainage plans must be approvt;cl by tha County Engineer's Office prinr to canstruction of said revisious. 8. 7'his covenfint and agreeinent shall run with the luiul anJ shall he bincling upon thi: owner, their heirs, successors or assigns, incluJing (he obligation to participate in the inaintenance of the private road drainage facilities, as providecl herein. ~ O ~ r ~ ~~,jf,~~~- G~- ~ - - - + ~ C)WN 1 IZ oW`~ll:lZ S'I'A'1'E n 1+ «'A S! I I N C;'t'( ) N ) : DA'l'I:l) tliis /4~A clay of 19 9V Coiifity uf Spulc:Inc ) Oii tliis ciay I)ersoi►<<lly <<~~1wareci bc;forc i»c J 1 . kIlowll tc> >iie to bc; ttic iiiclivitluiil(s) dcscribccl iil aiicl who excr.iilccl Ilic: withiil and foreboinb iilstruiiicii t and acknowlc:clgcc! Illiit 1ie/slic/tlic;y signccl tlic sallic a5 Ilis/hcr/llieir f'i~e and v()hii1tiiry iict <<iicl clc;eLl for tlie uscs an(l ptirl)uses tliercin stitte(l. ' C1VLN i1N1)!?It ~'lY 11i1N1) :1N1) OI~I~I(:IAI, SI~,f11, Iliis cl*iy N C~l , 19 . ql~'C 0 PY F►,.E!) ORRECOROED ry I'~1i)l!~It; ~~iicl i":;r Ilic St~~lc: ~ ,~9~t ~i~.liiiibl~~ii, ►'csi(liii~; <<t Sj~c~k~ii~e Ly r•~iv.i,~ra Pr G Q r. c~ ir.3 DE C~;.~....,.: C~ c-~• I~1 ~ 1..~ CC1Ulq-1( AUDIlOH SPOKANE COUNn, W"• S'I'I1l'r Or, IILASKA : DATED tliis cla y of , 19~! c:oliiity or 5(PARAxve ) On this day liersonally appeareci be[ore iiie r , knowii to ine to be tlie incliviclual(s) (lescribed in aricl wlio execiited ihe yvitliiii 1nc1 foregoing itistrurnent aiid acknowleclgecl that Iie/she/tliey sigriecl tlie same as his/her/their free ancl volunt.-Iry aet and deecf for the uscs aiid purposes tliereiii statecl. G(V1?N UNUCR NiY Ii~1Ni) ANU UFr[CIAL Si?i1,I, tl~is da,tv~i~,~_ , 1974/ ~ . . :GQ, . ; . 0 ' 1 , Nutary ['t~ lic in ta te1 of Wxxb h r ~ig at ktjll~dedera,~n ' ALii51\N O''•-••••••'~ Q' 5 . a~. P, . ~ , . ; . . _ . . . . . . • _ . ' . Y • ~~?iT/~:4 - I~.f~ - ~~r~-~e;~;~~' . F' :Isis-FF~ . 9412010278 ~ c 0 P y ORIGINRI. FILEI) QR RECORDEQ lW'c:l,nltnTi0N 014' c:Mi:NANT DEC 01 1994 ~ _ ~ 3 cou~, ~ r r or, In consicler;Ilinn c~f tlle ~~p~~rc~val I~y S~~c~k~~i~c Cc~iii~ly c~f . U. . (hereinafter refercect to as tiic "Developmew"), tll e iiiiclersignecl cuvenaiits .ind abrec:s tliat: 1. '1'lle subclivicler/sponsor will cuiistrucl tlic private roacls ancl associatecl clraiiiage facilities in confol-mance with Ilic approvecl plaiis oii filc in llic C'utinty 1;>>ginccr's Officc. ~ 2. A lot is serveci by a private rr»cl when: a. tlie unly roacl frontage for ilie lot iri the Development is oti the private roacl, or; b. a lol liaving frontage or> >nore tliaii one road (public or }arivate) constructs an approach to the private roacl. K 'flie owner(s) of any lot erezteci by tlie Developmenl or aIlernation iliei-eof ancl served hy a private roacl sliall be responsibic for maiillenance of saicl priv7le roaci, inclucling assoc,iate(i clrainage facilities iii conformance witl2 approvecl pIans oll fi!e :vith !lie C"out'±), d;jiginecrs cifi'ic-;C. 4. Mainlciiance financinb of tlie privatc roacls ancl associatecl clrainage facilitic:s shall be in a nianner r, ctctcl-i»illccl by tlic owncrs of: 'J? 11lc iilitjorily of Iols servc(l by sticli privatc roacl; 1). Ilie majorily of fi-ontagc uf Iots sci-vct) by sucli priv,ile roacl; c. the niajority scIuare I'ootiige of lots sei-vccl by sticli private rUacl; or ci. 5. In ilic cvcnt sucli priv,itc roacl, iiiclucling assc,cialecl clrainagc facilitics is improvccl tu Spokane County stanclarcls fcar public strecls, ancl Ihc Coiinty is willing to accepl tlic clcclicatican of sucli roac1 and facilitics, eac:li lol owner sliiill cxecute any clocuments necc:ssmry tu accomplish sucli decltcation. 6. Uwners of Iols witliin tlie Dc:velopi»ent wlio are scrvccl by sucli road, i»ay sue aiicl reeover dainages ancl attc~rney's fees fi-oni any owncr of aiiy lot wilbin tlie Developmc;ut wliieli is siniilarly seiveci wlio jeftisecl to parlicipale i» llie ro<<cl .incl clriliiiiige filcililies, cons(ruction, financing, ancl iuaintetiance. WAYtNMC: Sp';:;:CIi,3E `.Ciiiiiif` iia:i iiG) P- CjT)Uli:iib illfy ll) 1'mii(r, 1111prOVt., O1' I11a111i1U1 Of Olllei-wISE SeiV1CC tlie privalc roacls, iiicliicling assc~ciatecl clrainabe fac;iiities, cc»itai»ccl witliin nr prUVieiing set-vice to the property clescribecl in Iliis Developmeul. 13y accepting tliis 1)evelopi»ent or subsequeutly by aIlowiiig a btlilcling permil la be issiiecl t'or propcity on a private roacl, Spokane C'utinty cissui»es no obligation for saicl pi ivate road aiicl the awners hereby acknowlcclge lhat tlie C'ounty Itas no obligation of atly kIII(i UF Ilit(lll'C VVhi1tSUE;VC1' tO CStilblISh, exai»ine, SIIIVE:y, COI1SiI"UCt, i1ltEC, 1'EpiiU' I111pCQVC, Illal11t1111, provicle cirainage or siiow removal on a private joacl, or iissociatecl clrainage facilities. 8. This cc.~veiiaiit ancl agreement sliall i un witli Ilie Iancl aricl shall be bincling upon the awner, tlieir heirs, successors or assigiis, iiiclticliiig tlie obligation to partir.ipate iii the niiiiiitcnanc;e uf tlie private road, ancl clrainage facilities ris provi ecl lierein. ~ • p(,,1NEK N I~ ~ . , 0 w ~ j7. ~ - , S7'A'I'L C)ti' WASIIIN(Y"1'()N j . , . 13ATIJD tliis &eAclily of 19iyl Coiiiity of Spokanc ) KC)`-k-i I~t s On this (lzy personally appcarecl bcfore nie Awel-)fit-tz`- J ~ . known to me to be the incliviclual(s) elesc.ribecl in iAncl wlio cxer.utecl thc within aiicl foregoing instrument ancl acknowleclgecl tliat lie/slie/tliey signeef Ilic sanle 7s his/her/I11eir free a»cl voluntary aet and (Ieecl for llje tiscs anci purposcs tlicrciii stalccl. ~ ~ C1N'I:N tlNl)[;IZ 11~1Y IIANU ANI) O1~1~1(:1~11, Si:~~l. Iliis ..^r'rc1,ty c7f /tl>G~ , 191 . . , q- f-~r CN-!! ~ ~ ~'N ,tmy ['►i!.alic :ti a»(1 fc~r tlic Stjlte «f Wasliington, resiciiiig at Spokane k~'U~alccfaia pr ' `n yt C ~ 1N] C p-r.~... .1•~,/~,~~.:v.:r U~"~ • ~ / ~ ` ~ ~ ~ d,• - • . . , . S'I'i1"I'C 0 [7 WAMIK$V~~tk;i-; ) . . . AL/-1SK/a ~ : Dnrrcn th;5 lk c17y of ~ Coliiity uf ~ojik?iXtC ) Ori this dzy personally appearecl before nie Al*W06at ~Oej~ _ . kiiowri to r»c to be ~mdividual(s) clescribecl in artcl wito execiitecl llie tivithi~~ anci foregoing instrumeTi 7nc1 acknowlecigecl tl»t he/slie/iltey sigriecl the same as his/lier/lheir free an(l voluntary aet and cleed fo the tises ancl rurposes lliereiti statecl. . rF ~ .1s'• ; ~ ~ . r .~yi`C, ' q~ S tl +Y(~ ~ G1Vi;N UNUER MY I1AN1? ANll UFFtC1AL SL;AL this da y.,,t~f ~ • Y~e. m~~n f Pol . G . • N NUlaty r,HUlIC lll aIld ke Stc1lP,.•- of W)4Xbh xi, residiiig k1j{f~dec{e~a pr A LA S A r. • ~ . ~ - . . ; . . _ . , . - lo~ 2~`~yy ~',~`2a2. o I/ t:og In Oate; Patt Road NwrteJNo: 1,4 d¢/v. 1114 IYd, /G 8'9 Pctrpote; S 00 t ~ ~ . . . . Preparod By: NO. 4 Roq gy; (1.et1d Dev) NOTICE TO THE PU$LIC AGREEMENT WAIVING PROTEST TO FORM.ATION OF ROAD IMPAOVEMENT DISTRICTs KNOW AI,L MEN HY THE5E PRESENTS, ThBt Margaret L. Kobylus, an unmarried person; Norwood A. Long and A. Jane Long, husband and wife, being the owners of the 'following deecribed lands irt consideratfon of Mutual Benefite to be hereafter derived do for themeelves, their heire, grantees and assigne, hereby agree to the followings There may be a need in the future to construct a public road to serve the lands herein deeeribed. Said road ahall bs conetrueted in accordance with the then adopted County road standards for public roads. Said road to follow, as mear ae practicable, the exfeting County road rioht of wav. If additional right of way ie required, the ownere, their heire and/or aseigne agree to deliver to Spokane County a properly signeci and executed Right of way Deed covering the required additional right of way. ' The owner(s) or succeeaor(s) fn intere6t agree ~o authoriz'e Spokane County to place thefr name(e) on a petition for the formation of a Road Improvement Dietrict (RID) by th• potitiOn, rttstihod purnuant to Cheptor 36.88 RCw, which petition includee the owner(e) property, and further not to object, by the signing of a ballot, or not.to proteet to the formation • of a RID by the resolution method purauant to- Chapter 36.88 RCW, which ~reaolution includes the owner(a) property. If a RID is formed by either the petition oz resolution method, as provided for ,in Chapter 36.88 RCw, the owner(e) or euccessor(e) further agreet (1) that the improvernents or construction contemplated within the propoeed RID is .feaeible, (2) that the benefite to be derived frorri the formation of the RID by the property included therein, together with the amount of any County participation, exceeda the coet and expenee of formation of the RID, and (3) that the property within the proposed RID ie suffic,ien! ly -develoFed. Frovided, further, owner(s) or suacea,eor(e) shall retain the righti, as authorized under RCW 36.88.090, to object :.to :any-assessment(9) on the property ae a result of the improvements called for in conjunction with the formation of a RID by either petition or resolution method under Chapter 36.88 RCW and to appeal to the Superior.Court the decision of the Board of County Commissionera affirming the final aseeaement roll. ey allowing a building permit to be -issued on property 'having access from an unmaintained County road, Spokane County aseumes no obligation for said road, and the owners hereby Acknowledge that the County has no obligation of any kind or nature whatsoever to establish,;examine, survey, conatruct, alter, repair, improve, maintain, provide drainaqe*or onow romoval on aaid road. The reqvirement fe and-shall run with the land and ehall be binding upon the owners, their heirs, $uccessors or assigns, until said road ie improved to County standards and.accepted by the County for maintenance. The above conditione and covenant apply to the following described property: • Lot 13 in Block 21 of CORBIN ADDITION TO GREENACRES, as per plat thereof, . : • = y recorded in Volume "S"'of Plats, Page 30, SpokaneCounty, Washington. . . , EXCEPT: The North 25.00 feet. . a • < AND EXCEPT: The East 125.25 feet of the'South:325t00 feet Located in the Northwest Quarter of Section 20, Township 25 North, Range 45 East, W. M. ' . ~ , ; , , ' , . , "*LL - - ' • . . ' • , . : ' . . E • 1 ''w~1j~ ',?l'... ' The underafgned ownere, their heirs, eucceeaora or.aseigns hereby release Spokane County, and all'ita officera, employeea and agenta' from any responsibility or liability for any damage whateoever to the hereinabove described lande and improvements thereon as a result of allowing a building permit to be iesued on property which is aerved by a Unmaintained County road. ~ L ~ • . ~ ; ' ' r t,; ..z.. : . , . . 1... ~ These requirementa are and shall run with the land and shall be binding upon the ownere, their heira, succeesore+or sesigns: This agreement ahall expire after ten (10) years-from the date of execution below. . . , , . . _ . . , . Iti WITNESS WHE OF, I have hereunto set My handW and aeal(#) thie ~ day • o f 19 94 3 garei: L . Kab% s ~ ' . . ~ t . w . . . - ~ . . , . . , . ~ ! .J ~ . • . • ~ ' ~ ' • * STATE OF WASHINGTON ~ COUNTY OF SPOKANE ~ gg ` i., On this day personally appeared before me Aiargaret L. Kobylus, personally known to me to ba the individual(%) who executed the forgoing instrument and acknowledged the said instrument to be the'free and voluntary act and deed of said individual(*), for the ueea and.purpoaee tberein'mentioned.- Given under my hand and eeal this day of 19 94 . u~- _ ;lotidry ru'vlic -In and for the State of Washinqton ~ residing at.Spokane , . , , • ' . . , , , , y `f P.._•'~--~•• ~ _ ' , , . ' . . ~ • , . , , i r,•' • . . r G • IN WITNESS WHEREOF, We `have hereunto set our han ) and seal(s) this ~ day o f 19 94 ' ~ . . orwoQd . L n ~ . . , . , D . J~~ L--r.g / ~ STATE 0 F 144+NG-1 GiZ . ) ss , On this day personally appeared before me Norwood A. Long and A. ,7ane Long, personally known to me to be the individual(s) who executed zhe forgoing instrument and acknowledbed the said instrument to be the frce and voluntary act end deed of said individual(s), for the uses and purposes ttierein mentioned. Given under my hand and seal this day of , 19 94 , - I 4 N ~tary ublic ~{-t~ I n a n d f o r t h e S t a t e o~~~F~r~~ ► r e s i ~i i n g i n .SSpnkka.x4~. • . J f VARIANCE # APPLICANT'S NAMF AAZ cI_,RGgv BLDG # OTHER # S I~ -7~ MAILING ADDRESS i S ~ ,T~.~ R ~ PARCEL # __,-55Z. 002 . C' 45G 55a00?-01-W0NE-H0M'F . ROAD NAME Zma E~` V G PHONE - WORK 'Ifie following documents are needed before the Spokane County Engineer's Department can begin processing your variaoce or building application as approved. (509) 456-3600 ~ AGREEMENT TO PAY FEES have beeu collected. RECORDED COPY OF DEED, DEED OF TRUST, contract or conveying instrument. These may be • obtained from the County Auditor, 2nd floor of the Courthouse. LEGAL DESCRIPTION of your access easement. 5 4-161- A LISTING OF NAMES of individuals who will be signing the documents. These individual names should appear as the person(s) legally sign their name. A CURRENT ASSESSOR'S MAP which depicts the location of your property. OWNERSHIP MICRO-RiJN. These may be obtained from the County Assessors, lst floor, of the Courthouse, Jefferson entrance, 2nd door on the left. The nccessary documents will be prepared by the Engineer"s Department, Right-of-Way Section, upon provision of the information noted above. You will Ue notified when the documents are ready for signature. The documents may be sent to you, however, IT SHOiJI,D BE NOTED THAT ALL SIGNATURES MUST BE NOTARIZED. 'Ihe Engineer's Department does have notaries available if you choose to sign the documents at our office. Please call whe❑ ready Please mail when ready Notice to Public Right-of-Way COMMENTS c z a Ae ~ - Right-of-Way Agent Forward to You from v k\p\f\notice.192 - . 1a42.~'-~yy .oi~o ~ t.oq in ~ ~vte; Patow , Aood Nar»w4io: -'`4 lYd.. Ao8' 9 . . Purpote; Preparad By: No,~g Raq BY; (1.8r1d D8Y) NOTICE TO THE PUBLIC AGREEMENT wAiviNG PROTEST TO FORMATSON OF ROAD iMPROVEMENT A2sTRiCT: KNOW ALL MEN 8Y THESE PRESENTS, That Margaret L. Kobylus, an unmarried person; Norwood A. Long and A. Jane Long, husband and wife, being the ownera of the 'following described lande in consideration of Mutual Benefits to be hereafter derived do for themeelves, their heirs, granteee and assigne, hereby agree to the followinq: There may be a need in the future to construct a public road to serve the landa herein describsd. Said road shall be constructed in accordance with the then adopted County road standarde for public roade. Said road to follow, asonear as practicable, the exieting County road right•of way. If additional right of way is required, the ownere, their heira and/or asaigne agree to deliver to Spokane County a properly aigned and executed Right of Way Deed covering the required additional right of way. The owner(s) or succeeeor(8) in interegt agree ~o authorize Spokane County to place their name(e) on a petition for the formation of a Road Zmprovvmant Diatrict (RID) by th• Dotition method purouant to Chaptor 36.88 RCW, which petition includea the owner(s) property, and further not to object, by the signing of a ballot, or not to proteat to the formation • of a RID by the reaolution method pursuant to Chapter 36.88 RCW, which resolution includee the owner(e) property. If a RID is formed by either the petition or reeolution method, as provided for in Chapter 36.88 RCW, the owner(s) or successor(a) further agree: (1) that the improvements or construction contemplated within the proposed RID is feasible, (2) that the benefite to be derived from the formation of the RID by the property included therein, together with the amount of any County participation, exceeda the cost and expenee of formation of the RID, and (3) that the property within the proposed RID ie eufficiently developed. Provided, furtiher, the owner(a) or eucceseor(e) shall retain the right, as authorized under RCW 36.88.090, to object ;to: 8ny asseasment(a) on the property as a result of the improvements called for in conjunction with the formation of a AID by either petition or resolution method under Chapter 36.88 RCW and to appeal to the Superior Court the decieion of the Board of County Commieeioner$ affirming the final assessment roll. By al2owing a building permit to be issued on property 'having accesa from an unmaintained County road, Spokane County assumes no obligation for eaid road, and the owners hereby 4cknowledge that the County has no obligation of any kind or nature whateoever to establieh, examine, survey, construct, alter, repair, improve, maintnS,n, provide drainaqa or onow ramovdl on aaid road. The requirement ie and shall run with the land and shall be binding upon the ownere, their heirs, succeaeora or aeaigns, until said road is improved to County standards and accepted by the County for maintenance. The above conditione and covenant apply to the following described property: Lat 13 in Block 21 of CORBl"N ADDTTTON TO GREENACRES, as per plat thereof . recorded i.n volume "S" of Ylats, Page 30, Spokane County, Washington. . EXCEPT: The North 25.00 feet. AND EXCEPT: The East 125.25 feet of the South 325.00 feet , Located in the Northwest Quarter of Section 20, TownShip 25 North, Range 45 East, W. M. The undersigned ownere, their heire, eucceseors or aseigne hereby releaee Spokane County, and all i.ta officere, employeee and agent6 from any responeibility or liability for any damage whateoever to the herainabove deecribed lands and improvements thereon as a result of allowing a building permit to be ieaued on property which ie aerved by a Unmaintained County road. These requirements are and shall run with the land and shall be binding upon the owners, their heirs, successors or aesigna. Thie agreement ehall expire after ten (10) yeare from the date of execution below. I?t WITt•lESS WfiERE4F, I have hereunto eet MY hand (t) and aeal (d) thie day o f , 19 94 , Margaret L. Kobylus STATE OF WASIIINGTON ~ COUNTY OF SPOKANE ) 88 ' On tnis day personally appeared before me Piargaret L. Kobylus, personally known to me to be the individual(&) who executed the forgoing instrument and acknowledged the eaid instrument to be the'free and voluntary act and deed of said individual(o), for the uees and.purpos'ea therein'mentioned.. Given under my hand and seal this - day of ~ lg 94 Notary Public•In and for the State of Washinqton . residing at Spokane IN WITNESS WHEREOF, we have liezeunto set our hand(s) and seal(s) this day of , 19 94 . Nor.wood A. Long . ~ A. Jane Long STATE OF WASfIINGTON ) COUNTY OF SPOKAIr'E ) ss On this day personally appeared before me Norwood A. Long and A. Jane Long, personally known to me to be the individual(s) who executed [he forgoing instrument and acknowledbed the said insrrument to be the frce and voluntary act and deed of said individual(s), for the uses and purposes tfierein mentioned. Given under my hand and seal this day of , 19 94 , Notary Public tn and for the State of Washingcon, resiJing in Spokane . • " • ' • REi;EjVitj) TRANSAMERICA TITLE INSDRANCE COMPANY v~ 31994 720 NORTH ARGONNE SPOKANE, WASHINGTON 99212 COVnty fngineerir,,; (509) 922-2222/FAX 926-1519 PREPARED FOR: Order No.: ME-177364M MARGARET L. KOBYLUS Certificate for Filing Proposed: E. 11704 BROADWAY cc: Dan Dunsmore Charge: $125.04 Tax: 10.00 Total: $135.00 SECOND REPORT PLAT CERTIFICATE Effective Date: September 7, 1994 at 8:00 a.m. In the matter of the subdivision to be submitted to Spokane County for approval, this company has examined the records of the Spokane County Auditor's and Clerk's offices, and the office of the Clerk of the United States District Court holding terms in said county. This certificate is made for the purpose herein specified, and is not to be used as a basis f or closing any transaction. Liability is limited to the amount paid for this certificate. From such examination, the company hereby certifies the title to the following described land, in said Spokane County, to wit: Lot 13 in Block 21 of CORBIN ADDITION TO GREENACRES, as per plat thereof recorded in Volume "S" of Plats, page 30; EXCEPT the North 25 feet; AND EXCEPT the East 125.25 feet of the South 325 feet; Situate in the County of Spokane, State of Washington. VESTED IN: NORWOOD A. LONG and A. JANE LONG, husband and wife. EXCEPTIONS: 1. Taxes and assessments, if any, no search having been made thereof, as to Parcel No. 55202.0110. 2. Liability to future assessments by Consolidated Irrigation District No. 19. 3. Liability to future charges by Spokane County for Storm Water service. page 1 of 3 _ Order No.: ME-177364M 4. AGREEMENT AND THE TERMS AND CONDITIONS THEREOE: BETWEEN: Spokane Valley Farms Company, a corporation AND: Community Service Company, a corporation DATED: July 5, 1923 RECORDED: November 10, 1923, Book "X" of Contracts, page 282 RECORDING NO.: 733599 REGARDING: Providing for construction of ditches, flumes, pipelines, etc.; erecting poles and distribution lines, with right of ingress and egress to maintain said pipes, lines, etc.; and providing for lien for unpaid charges for such service. 5. EASEMENT AND THE TERMS AND CONDITIONS THEREOF: GRANTEE: The United States of America, its successors and assigns PURPOSE: Construct, operate and maintain an irrigation turnout and appurtenances AREA AFFECTED: This and other property DATED: October 30, 1964 RECORDED: March 19, 1965 RECORDING NO.: 92936C 6. CONTRACT OF SALE AND THE TERMS AND CONDITIONS THEREOF: SELLER: Norwood A. Long and A. Jane Long, husband and wife PURCHASER: Margaret L. Kobylus, an unmarried person DATED: October l, 1993 RECORDED: October 4, 1993 RECORDING NO.: 9310040526 7. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF: BETWEEN: Norwood A. Long and A. Jane Long, husband and wif e AND: Margaret L. Kobylus, an unmarried person DATED: October 1, 1993 RECORDED: October 4, 1993 RECORDING NO.: 9310040527 REGARDING: Right of First Refusal on Sellers interest of Paragraph 6 page 2 of 3 . ~ • , . Order No.: ME-177364 8. 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 TITLE INSDRANCE COMPANY / Y Micki Erwin, Title Officer ENCLOSURES: Paragraph(s) 5 Sketch sac page 3 of 3 • ~ ' :~j , . ' N ct . . . • . ; . . , . . n . . . . - ~ Itu'aol (Car1111, Aroa) ~ Q . . • . ~ . 19, ~ . N ~i . . *i ' I , ' • . . -i J . , ~ "y . , . . ~•!1 c~ \ ' 4aY y~ ki itc ,-ti . , ~ • . I)JUATiON ~ ~ ce- tiASlirII:V1' UCI:U CD CY) ' w cr r-I u D ~ M b'7a ~ W~''~~ 5 LL) 3 ron iLIU 1tJ CONS1UfiItAT1Q4 of benofits to bo derlvod by tha frantors i ' ~ from the constnution by tho Grantec oE the Spo~.anc Vallcy Project, Ifashington, ~ r r ~ •~j' , the undersigned ?JORWppD IppC and JkNE IANC, 6usband and vife, and ROBERT B. • :4' - '7'Lls daod 4 iututory torm tor u~ !n 8ut~ ot W~~Oio¢ton oalr- CARP~PJPFR and GER2'RUDE M. CARFEI7~'F,H, husband and vife, ~ "W, 1D~EP . • ~ wa I . ~~,~•;,~,,..~Y r~'. , : n'y~`'',; ~;'r, ,r', ~~'~,~:S.rt77If~"~ ; ~~r,':~ . . . Jo heteb f,MriT and CaVV S11C• U,~ ~ ' - , , . ; ~ Y fY to ITLD SThTES OF A1~RICA, its successors " ~s,.' • . ' : ~ ~ , • ,1 and assigns, a rornetual risht of Nay and eascment on the follawing dascribed The~GranR09ER~T'~B.' CA1QPEN'!ER' ~lAd GER1'RUDE M,` CARPEN'IER, ~ husband~and wife' land sltueted in Spokane County, Stato of I~asl~ington, to construct, rstruct, , j ; . • ,fr;;}.' • ~ ~;;~:t', , : ~;i ~ 1„ ; •y•J`'.. ~ I operata and meintnin an irrigation turnout and eppurtenances; r: ,.a• .,r .`Sp 4~:•..~ .3 . - ~t~rl~~ ~ bf ; gpokane ~ounty okane.~ tateat~ 'Vlashing. The south 20 feet of tbe veat 10 feet oP the east 135•5 feet " for and in consideratiori"of Thrae: Thousawd Slx•Hnndred~.($j,b00.00) DoUars, •~-S of Iat 13, Block 21 Corbin Addition to Graeoacres, according ; in hand pald,'convey •.and warrant. tdVNORWOOD A. 1.~IG -9nd A. JANE LQJG;r 1\,\ c' to the reco p o ~ or plats, page"~1.;'S'~(ane ~ hus ba nd.' a nd w! f e ' j , ~ ~ ~ ' ~ , ; a Cou nty, kesbiagton. whoae address ie $pokane, .Washington tho following describedreal eetate,'situated•`In the County'of ;Spokane Stateof'Washington: : - ip.f • . ~ Y. - ~yi H , . ' ~H Q ~t~ ' ' Lot•Thir~teen (13) in Bl•ock 7Venty-one '(21) of CORBIN '"";;y ~ ~ ' ~ • , ~•ADDITI~i TO GREENACRES~~.in the County of Spokane and EX ' . : ~•'r~ ~;per map thereof. recorded ~in `j U i ' ~ OK .~,.;Book "S:" of Plats, page,;%34, in the~ office of the County„~ ~ .,Aud itor. of sa id ;CountypF:EXCEPT the north' 25 fee t and I' m m ~ , .•EXC".PT`the east~.'125.25~feet of'the south 325 feet. ~~1; ~ ~ ~ ~ The above doscribeJ real estate-is being ac quired b y the Unlted Sta t e s E o r the Dureau of Heclamation, (~partment of the Interior, ' : ..,;:~sr. ~ • ~ , ~T t; ~ 1N WIINGSS IVIIER~F, datha Grantors bove named have hereunto set their ~ hands and seals tliis 0 lg~, - Y of -1 ~ Subject to provisions co;naon to lots in Corbin qdditlon to Greenacres~ y~'"~~ f and reservations and restrictioas. common ~'to the`Tract. - - • ~ o'V „~T~~ ~ ,~1~ ~ ~i ~ /I , _ . , , ' ~','~pl~aMUr .'~N~ t,^G~l . , / M~fS G'6". 9/ . :~s~r Ac~pj •6 ~ , ~ _ 'bF,~l~.~~y7,~/~,~ ~1 . , rvocd Long Zi rt B. Carpenter . . ~ L~ ,u , ?'r - ' ~ • ~ gA~+~'~ . 1 _ t~s, ~i ' ` ' 1 / ~ . 1~ 'ir . ~G' ~ ~•`Y. ' ti 1 e 107 Je e Long 14. Cditit-nter ' , ~ . ~ , ~ ~ ~ / ~ Dated this; i dsy~f June 1~0 ' ~ • = • ic~ ✓ ~ • ' - - - . ; 1~ ~fee r~ m ~.o! ~ ALASKA sd.,~` t ~ • ' • . , STATC• Ot l~ q'/ 60 t+a~3,Q~j9'?! • ~ ~ ~ ` ' % ° (Seal) '!i l~th Judicial Division ; ss , . ~ AIERTb~~ H D, e `.~e: ~71.. cs~>> • ~ . . ~ . • , ~ ~ ,t (Seal) ' '4, ' • ~ On this Ja , ~ ~ - y parsonally appeared before mo HDRNOOD IANG and > ' • ' ~ , . ' . JANE TAAG; ~ huebaad and vif e STATE OF 4VASATNGTON, 1 ' T'-t! " • ~ . "~f • . ~ ~ . ~ es. ' -;d County of $pokane ' ' ' ~ ~~v . ; . . ; ~ ,,,y,., .~'tl;: ~ . ' • i~~'1 • • to `ma known to be the individuals describeJ in'and who executed the within I, t6a underelyted, e Notary Pnblic in end qi the •abpve;named OouAty and State, do.hernby, certlfy and foregoing instrument, and acknowlcdged thet 'they signeJ the same as their i ;.ttut on thia~'~ ,•Y:'' d' a~~.. ;u~ daq of ••'~une ~•~a~b0 pereonaUy appeued ~~ore me ~ free and voluntary act and decJ, for the uses and purposes thercin mentioned; . , . ~ ~ ~ ,d . . . . , i ROBERT B. CARPENI'ER and CrERTRUDE:7M. CARPENIER, husband and wife,: Fj,;ui Given under my hanJ a J official scal tiiis t~D day ui to ( , 'me Imovm to be-tAe tndividuels descrlbed in~d who executad the•withtn inetrument, and~ecknowledyed OcT/~3E~ , 19 z ~ , • ~ .'that t'h . .n:.ed.a~nd eeeled the sa ~ , . ~ . : ~ , , ~ . . . . . . • . By::~IB eoeae tt~tir free pnd voluntsry.sct and deed, for the peee and •r ~ ,K:~ .1 -n . ~~rfi i~ ~ p11TpOqM,~{~9~ ~ODbd.~. ~t, ' ~j •1' ~ ,r~~ . . ' . .r, 1 .T~ <_~.Y.,...,~1~j~~,, ~ ~ ~ ~ a 1 w C~"•',n. h4 • ~ , ~ • ~ Q 4ei~~and :and offielal.ae~l t . ~ day. and ear 1aaE ebove writtsn. . ~ , ? n i96 i ~ ' .r./ , ♦~''L'tJ,h~~~F,;l. y R.EEuh~Tex E~empt MAR 1g 19 NO ary Pu 11C ~Il a11@ N • ~•O~.R f ~ ~5' ~ , ?~Cr`,~''l^~ ~ Statc of /iC~`~t~iC'/~ i /J ~11 %rr., 9'' ~ ~'•-.c_L',.._.~ ~ ~ ~1.~,.. ~ . . ~ ~ au 8 a~ , Y Re5lJing at ~tl;r No qrD .~/~cTuun IuT;PutllolorBuuol WuLlurton, Coun r .~:e1.1f~Aa~.~, . • .~lt • f' ~ .~~~y ~f{SC$L~,^ Dy Commission expires ;~%:~7 . :i.' ' .~r ~ , r,' • ~ ~ ~ . . . a.aamt .t ~'-ws~, , . ~ „~a.,.; • . ~ , ...•~.:,~,,;,,.i. , , . ~,~r, , . . . , • . ~ ~ • i J G 0 . ' 3310040526 FILED Ok RECOROEU Vol' "1 , 93100~0527 c~ 1 ~ 57 RIGNT OF FIRST REFUSAL Filed for Record bY: REQUES i QF Aeoorder's Information: ~ THIS RICHT, made end entered into tRis lst day of October, 1993, OCf y y 31 P►l '93 by and between NORWOOD A. LONG AND A. JANE IAtiG, husband and wife, Law and Closing Offfces of w~~~~'~uDiJpRM~iluL hereinafter called the "Vendor" and MARGARET L. KOBYLUS, an unmarried , Richard F. Sperling SP0KRtii.C0Uhir,w.-5n. person hereinafter called the ~"Vendee", NOW THEREFORE, Attorney at law : FOR good and valuable consideration, vendor grants end conveys to East 12211 Broadway, Suite 3 ' vendee A FIRST RIGHT OF REFUSAL to purchase the vendors interest in • I Spokane, WA 99206 File No. 93-787 the following leqally described property: Lot 13 in Block 21 of CORBIN ADDITION TO GREEHACRES, as per plat thereof recorded in Volume "S" of Plats, page 30; Except the North 25 feet; and Except the East 125.25 feet of the South 325 feet; Situate in t1►e County of Spokane, State of Washington. , REAL ESTATE CONTRACT Upon receipt by vendor of an Offer to Purchase the Vendora Interest from a third party purchaser, the Vendor shall submit said mis Ale Agrecsent ts ude tAis 1st day o1 Octaber, 1993, by .na acween offer, in writing, certified mail, to the Vendee at the addreas given , MORUMD A. LONG AMD A. lANE LOItG, n~sbana ena wtie below, who shall then have thirty (30) days from receipt of said : e, ve„aor, .na certified third party offer to accept and purchase on the same terms / MARGAAET L. ItOOYIUS, m wurried person ~ of purchase. The Velldee shell accept or reject said offer in writing, . p„c,,,« <n< <aie oi rool propercy Ipally deurlEod u: . certified mail, to the Vendor Within thirty (30) days. Acceptance L„ 13 +n Aloft 7~ yi (oaeiN ~11ON TO GR~[~SBfS...ei.ReCD~~r tAercol rawrded fn Yolume •s' oi ri.«, pe9e shall be evidenced by the Vendee mailing by Certified mail an 3D; E1fCE11 the North 15 teer IJiD EXCEPT the Eut 125.25 feet of tne sp,m 3zs t«t; situ,,. ;o tne county of ; Spotme, Scece ot unaAingcan. ' identical offer to Vendor within the thirty (30) dey period. This First Riqht of Refusal shall be binding upon the heirs, , °o°" `n` t0ilai'g '°r•' ind caid1ioni: BUCC2SSOTS and assigns of the parties hereto. „ 1. iEBMS, the purchese priae ts f12,000.00, ot vhicA tAe purtAe+er Ms poid l500.00 uearneit moner Erpo:ft, md t6,500.00 dovn at closlrg. Tna l35.500.00 tontrut principel belmce ol che purehase price ahell In Witness Whereof, the parties have signed end sealed this lst ap.te sn .ontnty insnu.a,u, .s ioitas: s300.00, or pre et pu«n.sers optton an or afore tn. ,stn nar . of Movober, 1993, and $300.00, or wre at purcMur's aption, on or Gima the day of Oetober. 1993. 15th dq ot och wcceeding month until ttro mnre cantntt printipsl Delace, plus fmarrst tAereon, is peid ,n iuu. f , Inttreit "ll Ee at tAe rate of BY per wwm, torenclnq on tAe 1zt day of Octaber, 1993. Peyants shall be epplie0 hrtt to pey accrved interest, ritA the rcreinder epplieu to rc0uce pnncipel. ~JORWOQ A. LbNG MA ARET L. ECO S • SEE ATTACNED EIIMIBlT "A` f0A fUATHFR TfAMS AND COHDITIONS ANU BY AEFEAENCE XEREIN MAOE AN 1NIAEGAL PAAi 1MfAE0F, A. JA14E LONG 2. YOSSESSION AttD USE Of lROPFATf. Unlcis a dilferrnt date ii specllfed in this tontracc, the seller ►halt , dellver poswssion ot ihe ptaperry ca the purcNur upon tAe dete ot cloeinp, ond tAe tlasing date 1i delined Address; AddI'BSS: ~t tM date upon rhich ill partiet Aeve exeated tloainp dowuntt ud the docusents Mvr bem rewrded with . the Canty Audlwr. The purcM►er ►hell teep lhe premiiei tn good repeir, and ►hall not uw tAe proporty tor , ' any lllegel purpose. INSU[u1CE. Unlw tM parties othervSu aqne hveSn, coumcirg uitn the dite ol clotiing, thr pureNser aAell at all timos aaintetn haurd and 1irm {murance tar an awint rot lest cMn the propertr's tair ~nclt~T sar1et wlue, vlth tAe seller roeed es lou pyea. Evtdmce ol insunnce shNl Pa placcd ud ymtnned in escra by tM purctuwr. TM purchaser, iks ol the maent record title pusee to the pureMser, uwies a11 v rnks ot lou or dawqe w tAr ral properry ducrilxd nerein, and anY Properry lou or property dayqo &tull ' rot eHrct the oGlipetims providal tor m this convut. ln the event ol properq duege or loss, aM paraent ot m truurance aard, the proueds dull Eo applied to tbe reuonoble and necnary rurontim o1 tAe prwius, ud onr rewimnp procreds sAall be pnd to the seller to reduce tbe contract pnntipol belmec. OF WASNINGTON l. ENINFNT DOKAIM/CGtDE1vUTI0N. In use arry pert o} the real proprrty emveyed is uYm hy the pwernsent STATE , ) tor public use, the portion ol tAe caderunon swrd remotnlrp etter peyeent of rnsona0lc eRpensat ol COLLfItY of Spokane ~ . procurirg the ►ese ehall be patd to thc seUer " ipplied u paysem m the purchau price. • On this day personally appeared before me Horwood A. Long and A. s. u:es urc AssessncMi:. me p,r~n.s.r bn.u wy .nd ►e~ cu«Mt .u t.xes, .«e,s.mts, sN«, .na other unUty cherges at eU times. Jane Lonq, to me known to be the individuals described in end who , executed the within and foreqoing instrument, and acknowledqed that , a nrie, 6EED, AND fiC0.W/[OLLELTION A:ENT. The pvnes nppofnt Alleyro furov toepaay ►.o. Paw eso., . Yeradele. YA. ?}4(I3T es eura/colleetim agmt vlw►e feet shell be sMred eqwtly and sAell be tiuly paid Gy they signed the same as their free and voluntary act and deed, for the , ,ne p.«ies, n,e s;iie. ,nau otece w;tn tn< <,«w agent eppoin«a nerein, o Stetutory uarranry Oeed canwytng ' • uses and purposes therein mentioned. tha property to purcMter tree }rw mcuabrence except those noted an Me Deed ud eeiacnte, wyenantz, .na caditions of record. Tbe aura agmt slull hold the arlpind Doed +nd Contnet and other docwents af the portiet, receive peysents OAR PUBLIC iII and for t}18 erA fuue reteit therelore, ~na "muin an ucounti ol dl ~M$ and princtpl oe0uttion. ln tna cvrnt thts con[racg i► peid in tullwth atrovraqcnt,sMLlndeliverrtht 0 , . , f Wa shington, residin g estraeO docwena ro tAe payor 1ot recorAUg, ln [he event ib forleixure is propcrly deelered, the eura agent _ 0;: ~ A • 01, , at Spakane. dull rot acept anY paYment wlns sue tomtitutei a tull cure ot the debuU ttete0 In the iorlriture ratica. . lu tn iM evmc a forfoiiure ii properly declored und tAe SO day fotteiture period rApfres uitliout cure, erd th~ , forms.dir/right of first, X. n '•Y~ FORMS.DIR/CONTRACT.RE ~xciseTazPaldon `~~'~3~~~Q ~ . , ,..°.Ef ~F~ ~ Sa'eArnl, aci.~~~L,) //1 ss , . . . Ivi SEC.~o . T1;,1,Y;Sa',~.qC-, !CA 7ITLE 4NSllRAhCE COMPANY • B~ •,J' l if/ yhlc ekrtf"J tS~~ ~ir1o~~CI~t~TSI~ ~ u~~ "1 r' 317, -„:L, t~,~~ inten~Edl ti iled 31 .~0 ~S. bu1 no I'm i ~ W~~ ~,1t7C7~nD, ~ i ie4s~te;? tcs he Rf"P ^ ~ G+ons, aasements, encroachmE ~r~~ndaries. It is not prt of, no " c1 ~ ~ • ~ ~ ent or p rnm~any olicy 1o Y hich ~ ,oi~mitm ABIU7Y far-anV ~r' I~, t NO L ~ . ~ ~ ' . . ; . , r(,~} ~ ~ . i E,,~ assumes 1~ . . Re(erenci, shquld be l`,iG s • h•~ + ~ d. Dz~~ further i ito~mafon. ~1for & ` A'r~ r1 • ~ a ~ ~y /J S i~t~r Q••t, {',Ai~ ~ 1. ,Y I ~ ' - .,..r,.,f~ ~ +`•,s'~t ',P$k p"ii;.' @ b ~ • .;y; , 1ii`'~~I % y~ •6. ~ ~ ~ ~ : c o o ; ~ ~ . ~ , - . . ~ ~y ~N~ C!`r ~ T ~Zi•'4 l r ~ I . S + I ~ 7 ~ 0 . . ~ I ~ ~ : -1W MA' 7 7 qcr, ~ ' ; G~' - ~~;ta t~~'~; cav . 11 ~ BJECT PRO~E ~~y' J13 ~ s} ~ , ! ~Z-, `2S ~r01 J ~O ~ ~ . . , ~ • ~ I _ ~6 0 ~ ",Y ` ~ . / f _ .a , . ~ ~ . Sr~~ ''7 ;~!'•~'I ' r]~/.Y,~2.! ~ ~ ~ 1 ~ . 6 . WXes~„ ..~~rsc~ ~':~~~~~a~• ~ ~ % ► . , •~'k:~,, . 7~~ . 4f'r.,~i i ~ r~ ' , ~ ~1 ~ ~..I ~1► ~ `'--c' ~ ~ , ' ~ • _ _ ' - r ' ~ l~.,~~ ~ ~ : • t . ~"~w~; . . • ~ ~ - - - - - ' . - ~ . n " ~ ~ ~ µ a ~ • _ _ _ _ ~Q - ~ „r JJ a. ...5 ~ ~ i .f .~o. r•~" 10 ' a~~± ~ . ~=R t7 f' _ ' • 1 '9 ~'f ~J ~ ~ ~ i ~b:" I~U~~.f.• f ~~i~ , „~r'./'i+ b`,6l• ~.w ,~y + ` ~ ' 1 ~ ~ ~~4 ~ ~ • ~ t.J ~iS'r.~: 1 ~ ~R,'/ ~~•,~t ~ ~ c`'!. 35 A ~ ~f'~t.~ . , ~t~~y ~ : I L.lJ ~ 4:~~~ 4` .'r ? k 1 ~ ~:i ~ VARIANC1y # Api' LI CAN"lYS NAiVi l . Alo ~ - ~ jg ~ ~ ~ La /v,~ I3I-DC~ MY - - NfAILI~IG ~4DD~tLSS`J°~7'~a ~ ~1Z~A C1T~-~E R # ~ &40~ R 9~ ~n 1` (~Lf~ ~~1 l 7''~ !r ff y~~+T NE - ~~Oi~kfi ~qr/T r 3 1 }'~lZ~~ ' F ClaL # ~ 0~~ i~ti+ PHO~IE -1~VORS~ q~2__s ~ ~ 3 3 RQAD N~E. 56C The fallowiug dmuments are needed beforc the Spokane Caunty Engineer's Department can begin proccssing your variance or building app5cation 2s appraved. (509) 456-3600 x AGREEMENT TO PAY FEES have, been colIccted, - ~ 1_X RF, CORDED ~OPY OF DEED, DEED OF'i'RL9ST, aoutract or conveying instrument. These may bc tcvobtained fram the Caunty Audit+ar, 2nd flour of the Caurtbause. ~ p~, ~ X..EGAL DEsCRP'rION of your ac,cess easemenc. ~ A L:ISTIING OF NARMS vf individuais wha will be signing the documents. These individua[ naames- f shvuld apgear as the person(s) 1egaUy sign cheir ilanle. ~ ACURRENT ASSESSOWS MLkP whicli depicts the location of your praperty. , OWNERSHIF MICRC~~RUN. 'niese may be obtained it-oak thc f:ouuty Assessors, Ist floor, o[ the Courthouse, Jefferson emtrance, 2nd daor on the left. - ; , 'khe necessary dacuments will be prepared by the Enganeer"s Department, Right-of-V►lay Sectian, upon provision of the infarmativn nvted above. You will be flotified when t[ie ducuments are c~~~f'or~T S~ NO~AR~~U ~ Th~ may . be sent to y~ou, however, I'` SF3C~LJLD 8~E N4'`ED "T~T AL.L. SIGN~ Engineer's Department does have nataries available if yau choose to sign the dacurnentis at vur affice. ~ Please caU when ready Please nnail ►ulxen ready Natice to Public ~ . Rigli[-of-Way . ~ ~ _ Ad& CC?IviMEN~TS . ~ ~"orward to . F~ight-of-V~Tay Agent AA 4nfj yo~x from (36 ~L __11~ . klplflnuticc.192 : /(7 ; a DECLARATION OF COVENANI, In consideration of the approval by Spokane County of (hereinafter referred to as the "Development"), the undersigned covenants and agrees that: 1. The subdivider/sponsor will construct the private roads and associated drainage facilities in conformance with the approved plans on file in the County Engineer's Office. 2. A lot is served by a private road when: a. the only road fi-ontage for the lot in the Development is on the private road, or; b. a lot having frontage on more than one road (public or private) constructs an approach to the private road. 3. The owner(s) of any lot created by the Development or alternation thereof and served by a private road shall be responsible for maintenance of said private road, including associated drainage facilities in conformance with approved plans on file witli the County Engineers oFfice. 4. Maintenance financing of the private roads and associated drainage facilities shall be in a mallner detei•mined Uy tlie owners of: a. the majority of lots served by sucli private road; b. the majority of frontage of lots served by such private road; c. the majority square footage of lots served by such private road; or d. 5. In the event such private road, including associated drainage facilities is improved to Spokane County standards for piiblic streets, and the County is willing to accept the dedication of such road and facilities, eacll lot ownel- shall execute any documents necessary to accomplish such dedication. 6. Owners of lots within the Development who are served by such road, may sue and recover damages and attorney's fees from any owner of any lot within the Development whicli is similarly served who refused to participate in the road and drainage facilities, construction, financing, and maintenance. 7. WARNING: Spokane County has no responsibility to build, improve, or maintain or otherwise service the private roads, including associated drainage facilities, contained within or providing seivice to the property described in this 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 tlle owners hereby acknowledge that the County lias no obligation of any kind of nature whatsoever to establish, examine, survey, construct, alter, repair improve, maintain, provide drainage or snow removal on a private road, or associated drainage facilities. 8. This covenant and agreement shall run witll the land and sllall be binding upon the owner, their heirs, successors or assigns, including the obligation to participate in the maintenance of the private road, and drainage facilities as provided herein. OWNER OWNER - STATE OF WASHINGTON ) ; . : DATED th is day of , 19_. County of Spokane ) On this day personally appeared before me . known to me to be the individual(s) described in and who executed the within and foregoing instrument and acknowledged that he/she/they signed the same as his/her/their free and voluntaiy act and deed for the uses and purposes therein stated. GNEN UNDER MY HAND ANll OFFICIAL SEAL this day of , 19_. . , Notary Public in and for the State of Wasiiington, residing at Spokane k~IfWedara.pr Uro3 ~ 1 ~~~f~t~{ _44 J f ~ S P ~ T~ ~ ~ r•r , ~ DFFICE OF TI RE COLIN7Y CNGINCFR • A D1V151QN C?F TI IE Pf1B6-1C WQRKS DGPA►RTMENT Ftonald C. I formann, P.C., Coiinly Eiigineer Dennis M. Scatl, P.E.. Direclar ~~REt EMENT TO PAY FEES ENC~INEER'S AGREEMEN`I` NU11fiE3E1~ S F lliis agreetncEit b.etween 5po1caitie Cotinty and Margaret L. Koby] us {nanie 01 perso„) f w1iose interest in tlte project Owner - ~ ` F. awoer, agrn , c. ~ is entered in- 10 titis day of February ,1994 . This agrecn3ent is applicalile to tE~c project k+Fow■k L1s• t 9 I' (Projec-add Veffir-ur i cnan i cn nti r 'T`tiat iIie individuals anr.f pariies nanicci tierein as Iiaving atti interest in the above dcscribed praperty or projccr agrce i❑ the following; I. Reinilmrse Spokane Cntinty far project review an{i inspection fces as specified in Cliapter 9.14 af (lie Spoka~~e Cotinty Code. The fecs will ti, Esasecl oii aclrial salary costs iiictirred lay Spnkane Cotinty for pr~jec:l revieu+s ariti Jor irtspcctinns pltis a ten percent adttiiiiisira tive cliarge, arid will Eie billed rfitnntlYly as g-iccrtied. Any fina1 lailling amn11f1tS, to ii-ic[ucle any late fees or any ntlter expenscs irlcttrred ill Ilie co11eclinn of an avctdtie accotxrit nttist be paid priar tci tFtc C'miniy's acceplance the pr4jeCt FnC F1IIr1g. 2, The undersigiied -digrees that tltiese fees are dxie and payable tipon receipt of the billing as specified above. 3. Aiiy invoices nat paid witlii:i 30 dt-tys of tlte J,ivoice dale will be s►xl}jiCcIed to a iate fee cliarge of l% per inont1► (12% pcr year) nn the uripaid balance of tlie accatint arid any accrliect late fee ctiarges. In addition, Ef any ❑titstt-kiiding balance on the accou«t for this project is iiot liaid willtin 30 days of tlie invoi~e date, no fiirtiter revicws of iExe prnject ciocti»terits will be c.onducied uEitil tlte enlire accotint balarnce is paid. Any ba1aiicc on (lae accotini for (isis prnject not paid wiilsin 65 dizys af t1Se invoice date may restilt in legal actio« or t1ae initatinn nfotliercallcciion proccd4ires, inclktding rcFcrral tn acn11ection agency. 'llie Spotisor will tie liable for any altd a11 expe«ses Enctirrec1 by (lie Cotiatity fcar 1he eollection oF overt,tize accounts. 4. `Tlie iiYnntltity billing shntrlci bc sent io chc sattention nf: , NAMC. Margaret Kob,yl us A[]DRESS: 12918 E. Brvadwa,y CITY, STATE: 5pokane, WA 99215 ZYP CDDE; 99216 , FI-IONE home 922-9083 work 928W3333 I understand iIiat failtare ta pa}t these fees may result in dclay in conipletion or approval of the project or aiher possil)[e sanctions. C] If this fee agreemcnt is c,~~~iptetecI by so[ticone ollieE Ilban tlic Spnrisor (i.e., tile project ourncr or a principal itt ilie firm sponscaring tltie project), sticli as llre Engiiieer designing iltc prc3iect, tIien written authorization froin (1ie Slionsor sjieciiicaily atitlrnriziijg [Ire Agceit tr) cxe-cifle tiiis ree Agreeliiertt is altacltiec9 to illts Fee Agreettierit. SIGNATURE BY: 4&A Margaret L. Kobylus d ~ (YjRiNT NAMr) { RFTURN YEl1LOW COT'Y TO 5MKAIV~ C0[,.lN'['Y L+NCIiVEERS k1pl~agrecaitn.ftt 8/20/93 - - ' r.a.r`nnrri riy"7!4 1rf1C14 ARi, 7f.flfl P A 5C }9;f1t3~ d~t~i_d7 It'i 1 ~FFti -1 ~ f , • y, ~ ~ ~ ' a~;a+R~-M , . • - ~ , . : , . f . ; f. ~ ~y • _ ~v~'rLR~tr;Y ~ - _ I • .S'~ ,'S1 • ~ f~ ~ ~r w~~ ~ N f R ~ ` ~ ?4~ ` g • ,s. ~ M 39&L - CEIP • ` . UJ~RS $l~~D ~ J4 I4` ~ • , ~YC~.('~Ak•'f`i~Y~ ^ ~ ~ . - ~0i~~~~` s . . / w' " i f` aF t ~ c ~ • ; , N~U M B E R . E ..r~ _E I P-T- ` 4,R • . - . Y , " . ~ ^ `~.s ;~'r~~j, • ' . . ~ ~ ~i~`,~~5~~~~i.1~``~~~"~;,W..I~ ~ ~A~ r, r~S~~E~,~'r ~F~~'x • ~ r DOLLARS t` ~A , IA¢~+.y,,~+A «f~. , + , i ~ ^ ~ ~t ~ ~l'4 • ~ ` ^Y..~'~~~ l. ~ ~ t. ` ..~,~~l~ht: ~.'t'~ ' ,~•.fi'i f~,'r;'~`+• ~ f ~ ~ s~ ~ • ' ;~.K~ • , r , , . . ~'r~•+1':'v~o' . ~°f.tFC~C • i-~ - ~ ~ r ~ - . • , • - a: ~ ' Y ~ 4E = ~ ~fi~' ;.~.~.4 ~ ••~t,,~ ~ .~`i,(~~~ Y: . t ~~~r'~j'~t?-~4'r~.~ ~ - ~ D ' ~ • - ~ ~ ; _ 7 3,00~ - ~t...,r A.~ . . , ~•,._,W.~., j . . , r ~a, r • ~ 1~ s ~t ~ , . . '~r~Y~ r~ 1 P/I ~C3 E .L: .1.9'~~.~ r.e L. ~Kobylus dWey ga2-9o83, r°a` 129s1a 2~ S~ 1~ ~ ~e p. 99 6 , ~ . ~ . ftiE r ~ ,~iT ~ ~ • N ~~t' ~`fj~~ ~ . s, y ' ~ ~ 2`"`• _ ~ ; r ti 'Ll/ ' 'y,.. .9c' - 3►y A~'LA ✓pAY ~ _ , ~ .i - I'O,RDER OF ~ ,~~J r(~"fjti • . , ~ ~ _ 4 i~ ~ ~ ~ . ~}„~{~i.,~a,~ r . ~r ~-S"'~`ra+^ ~QO ~ h r '~'t ` I• 'J~i.. ` ' r ~ r , ...-A.'y} e. ~ ~A ~ ~ Sjj~Ce lgt~ Idued.:Clieit ` ~~,~e-* ~"°'''"Ert. , i ~ r~, •.i,:'_ . ~ - ! ~IFlR ~DPpttimnYBrc+srot►•~,~` ~",~'c~t t ~ t.l/'•"i ' . - ' ~`1 '~~..~y~~ ~ E 18 SP~Q~' ~ ; 1Y8 wA 992 ~ .F" 0S~ t_.~ V y.~J7 , . ~r~ ^1'~~+w ~ 1'~ • ` ~l..~J... r`~ ~ ` ^R: ~ , f' 4 • BJ5.:1F\JRE i +~E S1 OKA17,1..+ CtiJ 4.+11,'FY Jl LA1 lNIl \G DEPC3.1;~ME1 1T IN THE MA.TTER +C}F ~ FT'NDZNGS OF FAC'I', . SHQRT PLA,T NO. SP---$77-93- ~ CONCLUSIONS AND ~°,Ik7,~iIO~r 1~f DEL. 4 THIS MATTER, an applicatioii for subdivision af land, fron7 Margaz-et Kobylus ",~~~~~n ~ receiv~ a-nd decided upan, pursuant to Spokane County Subdivisiorl regu1ations, on the ~61"''day of Sept,ember, 1993. FINDYNGS OF FACT AND CONCLUSIONS 1. Tbe individual, signijig belovv has further been properly delegated the -responsib-Plity for rendering the decision by the Spokane County Directar a-F Planning. 2. "ne proposal is ta divide approximately 3.73 acres into 4 lots far single family dwellings and thase uses permxtted in the underlying zane. 3. The proposal is generally located norda of and adjacent to 4th Avenue, approxima~~~~ 114 rr-ii1e east of Barker Road in the NW 1!4 0f Section 20, ,T'awnshzp 25 North, Range 45 E.W.M.a Spokane COuIlC;yr Wa5h1,r1gtDT1. 4. The existing zoning of the propeTty described in the application is U-rban Residen6al-3.5 (UR-3.5), previausly established as 14gricultuzal (A) (file #°256-57) zoning in 1957 and redesignated to Uk-3.5 on January 1, 1991 pLirsLyant ko the Program to Ymplement the 5pokarie County Zoning Code. Pursuant tc) RCW 58.17.195 the proposal does conform to the a-equire,,ments of the exisfing Z1IZ-3. 5 zone. , ~ 5. The Spokane County Cornprehensive Plan designates this area as Urban. The development and uses propose-d are getierally in accord with thFsc~t~g y. 6. Surrounding uses are primar-Ply sing-le family residences anci Qpen space, 7. '].'he requirecl public notice was provided fo-r t-i.is prnposal-and agencies having a potenfia1 interest in the project were notifed and recommendatians salicited. 8. Written com-ments were received froni an adjoining pro-perty owner who oppased the . proposed plat,. 'I'he opponent cantends tliat the con~LIqity cannc~t handle any raev~ dev~elt~pment until rz~o~e sct~aols ~-e built, a seu~er ~stern is available, and the roads are widened and irnproved. Response to the above commeiits will be addressed by the Central Va11ey School District, County Division of Udlrbes, Caunty HealXh Di,stnict, aY1d Co111~ty DiV1S1on of Engineering and Roads. 9, 'i'he site is located witliin the Public Tzansportation ~enefit Area (FTBA). Howe~er, transit services:are not available at this tiine. 10. The proposed short plat wi11 be served by apublic water systeLii. Waste water dis.posal , will be as authorized by the Director of Lltiliries, Spokane Cau«ty. I1. The Spokane County Parks Depaitmerit has commented on the proposed sho-rt plat. The Parks Department has requested aVolLintary agreement be cornpIeted between the Par,ks Department and the ,property owner to rx~t7gate ii-npac:ts to the COunty Park sy~~em, County legal cvunsel ha-~ ind.icated such agreements iiiay be reguired. The Spokane County Planning Depaz-tme-1it re~ominends the pro,perty awner negotiate u{ith the Spokane County Parks Departiment to providt far appropriate capital facilities as Tequired by the Revisei Cade of Washington (RCW) 5$.17,110. Approval of ihis short glat should include eanditions requiring that provisions for appropriate facil-ities be in place prior to recording this final pitit in the for-i-i7 of a ufritten agreen-ient betwfeen the owner and the 5pokane County Par.ks 17ep~u-tment, 12. The Centr~ Vaey School Dist-ict Nlo. 356 has cammented on the proposed 5hort Plat. The D1sfiCICt }laS iI1d1CateC~ th~t ex1ST11'1g School faC1,lJ.Cl.eS 3I`e 3Tladcqilate, tQ Se1-Ve Cht proposed short plat a,nd wishes to ntgotiate with the owrfe;- to pravide adequatt capital ( • FTNDINGS AND DECISION S r-g77-93 Page 2 . facilities as required by the Revised Code of Washington (RCW) 58.17.110. Review by County legal counsel indicates the condition requested by the School District cwi be required for developments. Approval of this short plat should include conditions requiring that provisions for appropnate facilities be in place prior to recording the final short plat in the form of a written agreement between the owner and the school district. 13. Recognizing the recommended conditions and Spokane County development standards, - the proposed short subdivision makes appropriate provisions for the public health, safety and general welfare and that the public use and interest will be served by platting the subdivision. The subdivision proposal is generally consistent with RCW 58.17 and the County subdivision regulations, promoting the public health, safety and general welfare in accordance with standards established by the state and Spokane County. The Planning Department has considered the provision of adequate public facilities as cited in RCW 58.17.110 (2). More specifically: a. open spaces - b. drainage ways c. public and/or private rights-of-way d. transit . e. potable water f. sanitary waste disposal g. parks and recreation facilities h. playgrounds i. schools and schoolgrounds j . sidewalks 14. The project is exempt from environmental review under the State Environmental Policy Act pursuant to WAC 197-11-800 (6) (a). DECISION ` Based upon the above noted Findings of Fact and Conclusions, Short Plat Application SP-877-93 is hereby APPROVED until October l, 1996, subject to conditions noted below. Most of the condirions of approval shall be accomplished by the applicant and/or sponsor prior to finalizarion of the short subdivision. This decision is final unless appealed in writing, consistent with adopted appeal procedures. - - COUNTY PLANNING DEPARTMENT CONDIT~~1~S . 1. All conditions imposed by the Planning Department shall be binding on the . "Applicant", which term shall include the owner or owners of the property, heirs, assigns and successors. 2. The proposal shall comply with the L'rban Residential-3.5 (UR-3.5) zone as amended. 3: The final plat shall be designed substanrially in conformance with the preliminary plat of record. No increase of density or number of lots shall occur without a change of condition applicarion submittal and approval. 4. The Planning Director/designee shall review any proposed final plat to ensure compliance with these Findings and Condidons of Approval. 5. The preliminary plat is given conditional approval for three (3) years, specifically to October 1, 1996. The applicant may request an extension of time by submitang a written request approximately forty-five (45) days prior to the above expiration date. 6. Three (3) current certificates of title shall b furnished to the Planning Deparrrnent prior to filing the final plat. . 7. Appropriate utility easements shall be indic:ated on copies of the proposed final plat. Written approval of utility easements by appropriate utility companies shall be received with the submittal of the final plat. 4 FINDINGS AND DECISION Sr-877-93 Page 3 . 8. Appropriate road name(s) shall be indicated. 9. The final plat map shall indicate by a clear, dashed line the required yard setbacks from all private, "Tract X" or public roads. The dedication shall contain the following statement: "Side yard and rear yard setbacks shall be determined at the time building permits are requested unless these setbacks are specifically drafted on this final plat. The setbacks indicated on this plat may be varied from if proper zoning approvals are obtained." 10. A plan for water facilities adequate for domestic service and fire protec;tion shall be approved by the water purveyor,- appropriate fire protection district, County Division of Buildings and County Health District. The agencies will certify on the Water Plan, prior to the filing of a final plat, that the plan is in conformance wid1 their respective needs and regulations. The Water Plan and certification shall be draf.ted on a transparency suitable for reproduction and be signed by the plat sponsor. 11. The water purveyor shall certify that appropriate conrractual arrangements and scheduIe of improvements have been made with the plat sponsor for consa-uction of the water system in accordance with the approvcd Nl, ater Plan. The rime schedule shall provide for completion of the water system and inspection by the appropriate health authorities prior to application for building perniits within the final plat. The arrangements or agreements shall include a provision holding Spokane County and the purveyor hannless from claims by any lot purchaser refused a building permit due to the failure of the subdivision sponsor to satisfactorily complete the approved water system. 12. The final plat dedicaeon shall contaui the following statement: . "The public water system, pursuant to the Water Plan approved by county and state health authorities, the local fire protecrion district, County Division of Buildings and water purveyor, shall be installed within this subdivision, and the applicant shall provide for individual domestic water service as well as fire protection to each lot prior . to sale of each lot and prior to issuance of a building pernut for each lot." 13. No building pernut 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 nursuant 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 schemaac map showing the "as-built" water system. 14. The Water Plan and the above four (4) conditions of approval regarding the Watcr Plan may be waived by the Planning Director/designee upon receipt of letters from the appropriate water purveyor and fire prat~c•cion district stating that sirnple connecaons to an existing, approved water system will provide adequate domestic tlnd fire protecCion - water to ensure the public health, safety and gener~r'vveIfare. 15. The owner shall negotiate with Central Valley School District and submit a recorded copy of a voluntary agreement making provisions for public schools prior to finalization and recording of the plat. The agreement shall provide a written description of the subject property to which the agreement applies and also state the dollar amount and any other agreed to mitigating measures. The owner shall also notify any potential purchasers who have made an agreement to purchase property within said plat pursuant to the Revised Code of Washington (RCW) 58.17.205, that adequate provisions for school facilities must be made conditioned on a future agreement between the plattor and school district. Voluntary agreements between the owner and school district shall conform to the ~ requirements of RCW Chapter 82.02. 16. The owner shall negotiate-wrth the Counry Parks Department and submit a recorded copy of a voluntary agreement making provisions for public parks prior to finalization and recording of the plat. The agreement shall provide awritten description of the subject property to which the agreement apDlies and also state the dollar amount and any other agreed to mitigating measures. The owner shall also notify any potential purchasers who have made ul agreeinent to purchase property within said plat pursuant to the Revised Cocte of Washington (RCW) 58.17.205, that adequate provisions for pal-k faciliries must be made conditioned on a future agreement between the plattor and Spokane County Parks Department. ~ FINDINGS AND DECISION SP-877-93 Page 4 Voluntary agreements between the ownel• and Spokane County Parks Department shall conform to the requirements of RCW Chapter 82.02. 17. A survey is required prior to the fling of a final plat. COUNTY DYVISION OF ENGINEERIN(T AND RnADS CONDITIONS The conditional approval of the plat is given by the County Engineer subject to dedicarion 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 apprbval prior to construction and/or the filing of each final plat; road plans to be prepared under the direction of a licensed Profess►:onal Ci,ril Ciigincer. 3. Drainage plans and design calculations showing the alignment of drainage facilities shall be submitted to the County Engineer for approval pnor to construction and/or the filing of the final plat. Drainage plans to be prepared under the direcrion of a licensed Professional Civil Engineer. 4. No construcrion work is to be performed within the existing or proposed public right- of-way until a pernut has been issued by the County Engineer. All work is subject to inspeerion and approval by the County Engineer. 5. Individual driveway access perniits ai.- required prior to issuance of a building pernut for driveway approaches to the county road system. 6. Dedication of 10 feet of additional righc-of-way along Fourth Avenue is required. 7. Existing county roads providing direct access to the plat shall be paved 'and/or curbed to Spokane County standards. ~ 8. The word "applicant" shall include the owner or owners oF the propeny, his heirs, assigns and successors. 9. To construct the road improvements starnl herein, the applicant may, with the approval of the County Engineer, join in and be a villing participant in any petition or resolution which purpose is the formation of a Raad improvement District (RID) for sa.id . 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, sidewal.k, drainage cp'tyrrol and paving to exisring pavement) will be at the sole expense of the undersigned owner(s), their heirs, grantees and assigns. This provision is applicable to Fourth Avenue and Second Avenue. 10. As an alternative method of constructing the road improvements stated herein, the applicant may, with the approval of the County Engineer, aecomplish the road . improvements stated herein by joining and parficipating in a County Road Project (CRP) to the extent of tie requued road improvements. At such time as an RIU is created or any Road Improvement project is sanctioned by Spokane County, the improvements required (curb, sidewalk, drainage control and paving to existing pavement) will be at the sole expense of the undersigned owner(s), their heirs, grantees and assigns. This proaision is applicable to Fourth Avenue and Second Avenue. 11. The following statement shall be placed in the plat dedication: "The owner(s) or successor(s) in interest agree to authorize the County to place their name(s) on a petition for the fomiaaon of a Road Improvement District (RIU) by the petition method pursuant to Chapter 36.88 ZCW, which petirion includes the owner(s)' property, and further not to object, by che signing of a hallot, to the forniation of an RID by the resolution method pursuant to Chaptr;r 36.88 KCW, whicll resolution includes the owner(s)' rroperty. Tf an RlD is fori»ed by C1ll1Cf' 111C pCl1I1011 Of CCSOlUL1Ul1 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; . FTNDINGS AND DECISION 5P-$77-93 Page 5 . (b) that the benefits ta be deri,ved, from the ~ormation of the RI7 by the pr~~erty included thtrein} together with, the amount of any County par6cipatian, exceed the co~~ and expense of formadon of the RID; and (c) that the property wa[hin tI7e propose~d RID is sufficienCly developed. Pa-avided further tha~ the owner(s) or sLlccessar(s) shall r~tain the right, as authorizec~ under RCW 36.$$.0K to object ta any assessment(s) on the property as aresult of the impravements called #'or -in conj'unction wzth the formation of an RID by either petitian or resolution method under Chapter 36.88 RCW, arrd ta appeal to the Superior Court . the decisgon of the Baard, af County Cammissioners af`firming the final assessrnent roll. Tt is further agrreed that at such tirne as an !-%"UD i~ created or any Road 7mprovernent PSroject is sanctioned by Spokane Count}r, the impraverraents required, (curb, sidewalk, dIalllago cplltrOl a1d pavlElg) 1rV111 Y~e aX the SDle e7CT7e11Se Df the UnCIcI`SLgT1ed C]17Vner(5), their heirs, grantees and ass-igns withocit participation by Spok-ane County. ''Th~ ~ID waiver cantauined in this agrtement shall expi,re a.fter ten (10) years -from the date of execution below, However, the owner(s) or successor(s) agree that if said RID waiver exp-i.res withaut constr'uction af the reqiiired imp-ravernents, the owner(s) ox successaT(s) agree to canst-uct the reqLiired improvements at their own expense, pay to Spokane County the thcn esemated cost of the required -improvements to enablc the County to camplete the same, or f~imish abond or ~ther ~ecuz-e method suitable to the County (which may include the executian of anothe~ RED waiver agreement) praviding for or secur-ing to the County the act~Irll construction of the improvemenYS. All of the requirements of this agreemt,-nt slia~l rL]n witll the Iand and shall be bindinlg upon the owner(s), their successor(s) or assignw." "rhis pi-avision is :r~phcable to Fourth Avenue and Second Avenue. 12. The County F-ngineer ,has designated Typical Raadway Sectian Number 'I`wo, Local Access standard -far the improvement af Secand Avenue, which is adjacerit to the p-roposed development. 'Y'his vuill require the additiQn o-f approximately 30 feet of - asphalt along the frantage af the development. The consnction of curbing is also' required. . 13. T'he County Engineer has designated Typic:aJ Roadway 5ection Number Twa, Local Acce5s standard for the improvement of Fourth A VenLpe, which is adj acent to the propvsed development. This ufill reqtiirt the addi.tion of approxirnately 9-11feet of asphalt alang the front,age of the development. The canstruction of curbitig is alsa requa.red. 14. The proposed subdivision shall be. improved to th T'taWar~is s~et fa~h in Spa~cane ~ County Boaxd of Commissioners Rcsolutia,l No. C~-1592, as amended, which resolution establishes regLilations far roads, approaches, drairiagc and fees in new const-uctian. 15. The County Engineer has examined this cievelopraaent pxopasal and has deterrx~ined t:hat the impact of this proposal upon the existing county road system warrants the dedxcation of additiona.l right-of-way anct the roadway iY-npravernents herein specified, 16. fihere rnay exist utilities, either urrder.graund or overliead, affec6ng the sub~eci property, including property to be dedicated ~~caside ftrr future ac;quisition. Spokane County asstimes no -fina.ncial obliga,tion for adjustrnents or- reloc:ation reg-arding these ublities. Applicant(s) sliould cheek with the applicable Lit-ility purveyor and the Spakane County Engineer to determine whether applica►-rt(s) or the utility is responsible far adjustment or relocataon cc,',ts aiid to ma~~ arrangemei,ts for any - necessary work. ' 17. T'he 12 fmt driveufay easement s1ia1l serve on1y Tract ,~B" as shown on tht,- prelirn,i.nary p1at. Zf Tract "A" LlSeS thc- Cir1YeWay caSeITiGI1t tha1°i iL 5hdll ConfOIITI t~ SpDICaI1e Collnty Pnvam- Road Standards, watliin a 30 foot easement. 18. T'he applicant shall su6nn't written confin-nation that the 1oca~ fire disrricC will approve the propased rum around. The County Fngineer shcall zalso review and approve the tunl arotand. FINDINGS AND DECISIQN SP-877-93 Page 6 . /19. The applicant shall sign and record a"Spokane County Notice to the Public No. 4". Upon execution of this document the applicant will be permitted to construct a private road within the public right of way. CflUNTY HEALTH DISTRICT CQNpITIONS 1. The final plat shall be designed as indicated on the preliminary plat of record and/or any attached sheets as noted. , 2. Appropriate utility easements shall be indicated on copies of the preliminary plat of record for distribution by the Planning Department to the utiliry companies, Spokane County Engineer and the Spokane County Health Distict. Written approval of the easements by the utility companies must be received prior to the submittal of the final plat. 3. Sewage disposal method shall be as authorized by the Director of Utilities, Spokane County. 4. Water service shall be coordinated through the Director of Utilities, Spokane County. 5. Water service shall be by an exisring public water supply when approved by the Regional Engineer (Spokane), State Department of Health. 6. Prior to filing the final plat, the sponsor shall demonstrate to the satisfaction of the Spokane County Health District that an adequate and potable water supply is available to each aract of the plat. 7. Prior to filing the final plat, the sponsor shall present evidence that tt7e plat lies within the recorded service area of the water systeiii proposed to serve the plat. 8. Prior to filing the final plat, the sponsor shall demonstrate to the satisfaction of the Spokane County Health District that suitable sites for on-site sewage d.isposal systems are available on all tracts. 9. Subject to specific application approval and issuance of perniits by the Health Officer, the use of individual on-site sewage disposal systems may be authorized. 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 Ianguage on the plat shall state: "Uft& private wells and water systems is prohibited." 12. The plat dedication shall contain a statetnent to the effect that: "The public water system, pursuant to the Water Plan approved by counry and state health authorities, the local fire protection district, County Division of Buildings and water purveyor, shall be installed within this plat, and the applicant shall provide for individual domestic water service as well as fire protection to each ri-act prior- to sZlle of each tract and prior to issuance of a building permit for each tract." COUNTY DIVISION UF UTILITIES CUNDITIUNS 1. Pursuant to the Board of County Commissioners Resolution No. 80-0418, the use of on-site sewer disposal systems is hereby auchorized. This authorizaaon is conditioned on compliance with all rules and regulations of the Spokane County Health District and . is further conditioned and subject to specific application approval and issuance of permits by the Health District. 2. 1'he dedicarion shall state: "The owner(s) or successor(s) in interest agree to authorize the Co-unty to place their name(s) on a petiaon for the formation of ULZD 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 petirion 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 resulc of improvements called for in conjunction .w ' FINDINGS AND DECISION SP-877-93 Page 7 , with the formation of a ULTD 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. The dedication shall state: "Each new dwelling unit shall be double-plumbed for connection to future areawide collection s,ystems." 5. Sewer easement and square footage should be shown on the face of the plat. COUNTY DYVISION OF BUILDINGS CONDITIONS 1. The applicant shall contact the Division of Buildings at the eiffliest possible stage in order to be informed of code requirements admi ni s tered/en forced as authorized by the State Building Code Act. Design/development concerns include: addressing, fire apparatus access roads; fire hydrant/flow; approved water systems; building accessibility; construcrion type; occupancy classification; exiting; exterior wall protection; and energy code regulations. (Note: The Division of Buildings reserves the right to confirm the actual address at the time of building pernut.) SPOKANE COUNTY FIRE DISTRICT NO. 1 CONDITIONS . 1. Spokane Valley Fire Department will require the addition of one or two fire hydrants with location to be determined. 2. Fire access to building over 150 feet from street will need to conform with Section 3.05.050 (a) 2(ii) of Title 3 Spokane County Codes. ~ A roved the pp -Z.L/a day of September, 1993. - . 7 ~,4 HN PEDERSON 4enior Planner For: John Todd, Planner I Under State Law and County Ordinance, you have the right to appeal this decision to the Spokane County Hearing Examiner Commirtee. Upon receipt of an appeal, a public hearing wi11 be scheduled. If you desi,re to file such an appeal, you must subrnit a letter along with the appropriate appeal 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 Division of Engineering and Roads County Division of Utilities County Health District County Division of Buildings County Division of Parks Central Valley School District . Margaret Kobylus, 12918 East Broadway, Spokane, WA 99216 Norwood and Jane Long, 1835 Bannister, Anchorage, AK 99504 Lawrence Dunsmore, North 1115 Pines Road, Spokane, WA 99206 OFFICE OF THE SPOKANE COUNTY ENGINEER 1026 W Broadway Ave, Spokane, WA 99260-0170 (509)456-3600 Fax 324-3478 -SHORT PLAT kEQUIREMENTS- TO: Spokane County Planning Department, Plats Administrator FROM: Division Of Engineering & Roads SCoTl e~'- DATE: September 8, 1993 SUBJECT: SP # 877 j ROBYLiTB* MARGARET The followinq "Conditions of Approval" for the above referenced subdivision are submitted to the Spokane County Planninq Department for inclusion in the "Findinqs and Order" should the short plat be approved. E 1 That conditional approval of the plat by the County Engineer is given subject to dedication of Right-of-Way and approval of the road system as indicated in the preliminary plat of record. E 2 That plans, profiles and cross sections as designed to County standards showing proposed street centerline and curb grades be submitted to the County Engineer for approval prior to construction and/or the filing of a final plat; road plans to be prepared under the direction of a licensed Professional Civil Engineer. E 3 That drainage plans and design calculations showing the alignment of drainage facilities be submitted to the County Engineer for approval prior to construction and/or the filing of the final plat. Drainage plans to be prepared under the direction of a licensed Professional Civil Engineer. E 6 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. E12 The applicant should be advised that individual driveway access permits are required prior to issuance of a building permit for driveway approaches to the County road system. E13 Dedication of 10 feet of additional Right-of-Way along Fourth Avenue. E16 Existing County roads providing direct access to the plat shall be paved and/or curbed to Spokane County standards. E19 The word "applicant" shall include the owner(s) of the property, his/her heirs, assigns and successors. E20 To construct the road improvements stated herein, the applicant may, with the approval of the County Engineer, join in and be a willing participant in any petition or resolution which purposes is the formation of a Road Improvement District (RID) for said improvements pursuant to RCW 36.88, as amended. At such time as an RID is created or any Road Improvement Project is sanctioned by Spokane Coun-ty, ttie improvements required (curb, sidewalk, drainage control and paving to existing pavement) will be at the sole expense of the undersigned owner, their heirs, grantees and assigns. This provision is applicable to Fourth Avenue and Second Avenue. E21 As an alternative method of constructinq the road improvement stated herein, the applicant may, with the approval of the County Engineer, accomplish the road improvements stated herein by joining and participating in a County Road Project (CRP) to the extent of the required road improvement. At such time as an RID is created or any Road Improvement Project is sanctioned by Spokane County, the improvements required (curb, sidewalk, drainage control and paving to existing pavement) will be at the sole expense of the undersigned owner, their heirs, grantees and assigns. This provision is applicable to Fourth Avenue and second Avsnue. E22 That the following statement shall appear within the dedicatory language SHORT PLAT: # 877 / KOBYLUS,MARGARET 2 of the f inal plat : The owner(s) or successor(s) in interest agree to authorize Spokane County to place their name (s) on a petition for the formation of a Road Improvement District (RID) by the petition 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, the formation of a RID by the resolution method pursuant to Chapter 36.88 RCW, which resolution includes the owner(s) property. If a 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: (1) that the improvements or construction contemplated within the proposed RID is feasible, (2) That the benefits to be derived from the formation of the RID by the property included therein, together with the amount of any County participation, exceeds the cost and expense of formation of the RID, and (3) that the property within the proposed RID is sufficiently developed. Provided, further, the owner(s) or successor(s) shall retain the right, as authorized undeY• RCW 36.88.090, to obj ect to any assessment ( s) on the property as a result of the improvements called for in conjunction with the formation of a RID by either petition 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 proj ect is sanctioned by Spokane County, the improvements required (curb, sidewalk, drainage control and paving) will be at the sole expense of the undersigned owner, 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 beluw. 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 execution of another RID waiver agreement), providing for or securing to the County the actual construction of the improvements. Al1 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 Fourth Avenue and Second Avenue. E24 The County Engineer has designated Typical Roadway Section Number Twoi Local Access Standard for the improvement of Second Avenue which is adjacent to the proposed development. This will require the addition of approximately 30 feet of asphalt along the frontage of the development. The construction of curbing is also required. E24 The County Engineer has designated Typical Roadway Section Number Twoi Local Access Standard for the improvement of Fourth Avenue which is adjacent to the proposed development. This will require the addition of approximately 9-11 feet of asphalt along the frontage of the development. The construction of curbing is also required. E32 The proposed plat shall be improved to the standards set forth in Spokane County Board of Commissioners Resolution No. 80-1592, as amended, which establishes regulations for roads, approaches, drainage and fees in new construction. E33 The County Engineer has examined this development proposal and has determined that the impact of this proposal upon the existing County Road System warrants the dedication of additional Right of Way and the roadway improvements herein specified. E90 The applicant should be advised that there may exist utilities either .underground- or overhead affecting the applicants property, including 1 . y SHORT 'PLAT: # 877 f IiOSYL,US. MARGARET 3 prvperty tv be dedicated or set aside for future acquisita.on. Spokane County wili assume no financial abligation fvr adjustments vr relocatian regarding these util.ities. The applicant should check with the agplicable utilities ancl Spokane County Engineer to deterrnine wh~ther the applicant or utility is responsible for adjustment or relocation costs a,nd to rnake arrangements for any rrecessary work. SPECIAL CQNDITION: The 12 foot driveway easement shall serve only Tract "g" as shawn on the preliminary plat. If Tract 4'A" uses the ciriveway easeynent than it shall aonform tv Spokane County Private Rvad Standards, withiri a30 foot easement. SPECIAL CONDITION: The applicant shalT submit written confirmation that the local fire district will app~ove the proposed turn arvund. The County Eiigineer shall alsv revzew and approve the turn around. SPECIAL CC}NIDITION : The applicant shall sign and record a"Spokane Caunty Notice to the Publi,c No, 411, Upon execution of th,i.s document the applicant will be permitted to construat a grivate road within the public Right of Way. ieeeeeeeeeeeeeeeeeeeeeeeeeeeeeeee~Report Viewerfleeeeeeeeeeeeeeeeeeeeeeeeeeeeeee; °PAGE 2 15:40:47 17 AUG 1993 0 °Road# Road Names.......... MPost. Reference Descriptio Road Log Info.......... 005833 4TH AV 00.000 DISHMAN-MICA RD U 17 LIGHT BITUM. 220 ° 00.230 FARR RD U 17 LIGHT BITUM. 22 005834 4TH AV 00.000 STEEN RD U 19 GRAVEL 260 ° 00.120 FLORA RD U 19 GRAVEL 26 ° 00.190 COACH ST U 19 PAVED 400 ° 00.270 ARC ST U 19 PAVED 40 ° 00.370 TSCHIRLEY RD U 19 PAVED 400 005835 4TH AV 00.000 BMP of road U 19 PAVED 27 ° 00.150 MOEN ST U 19 PAVED 160 ° 00.240 GREENACRES RD U 19 PAVED 16 ° 00.490 BARKER RD U 19 PAVED 160 ° 01.000 HODGES RD U 19 LIGHT BITUM. 16 006045 4TH AV 00.000 FARR RD U 17 PAVED 200 ° 00.230 HERALD RD U 17 PAVED 20 ° 00.380 FELTS RD U 17 PAVED 200 ° 00.630 UNIVERSITY RD U 17 PAVED '20 ° 00.700 VAN MARTER RD U 17 PAVED 200 ° 00.880 PIERCE RD U 17 PAVED 20 aeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeef °List ° °Use Direction Keys to View Report (Press [F1] for help) ° flaaaaaaeaaaaaaeaaaaaaaacialciaaaaaaaaaaaaaaaaaaaaaaaclaaaaaaaaaaaaaaaaaaaaaaaaaaaaa(; °Esc-Exit Enter-Next Page 0 . I feeeeeeeeeeeeeeeeeeeeeeeeeeeeeeee~Report Viewerfleeeeeeeeeeeeeeeeeeeeeeeeeeeeeee; °PAGE 3 15:39:54 17 AUG 1993 0 °Road# Road Names.......... MPost. Reference Descriptio Road Log Info.......... ° 00.110 MARKET ST R 09 LIGHT BITUM. 200 006058 2ND AVE 00.000 BMP of road U 19 PAVED 36 006180 2ND AVE 00.000 MOEN ST U 19 PAVED 360 006200 2ND AVE 00.000 B14P of road U 19 PAVED 40 ° 00.050 BURNS RD U 19 PAVED 400 006219 2ND AVE 00.000 BARKER RD U 19 PAVED 40 006269 2ND CT 00.000 BMP OF ROAD U 19 PAVED 360 006270 2ND CT 00.000 BMP OF ROAD U 19 PAVED 36 005822 2ND ST (FREEMAN) 00.000 BMP of road R 09 GRAVEL 240 005823 2ND ST (PLAZA) 00.000 BMP of road R 09 GRAVEL 10 ° 00.070 MOORE AV (PLAZA) R 09 GRAVEL 100 ° 00.130 FORSYTHE AV (PLAZA) 0 0 020 Records Processed 0 0 0 0 0 0 $ee~eeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeef °List ° °Use Direction Keys to View Report (Press [F1] for help) ° fldd&a&aaaaa&aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaci aaaaaaaaaaaaaaag °Esc-Exit Enter-Next Page ~ . • • r ` , ! { ' 1 1 y • S P c) K I'f.ANNING DEPARTiviENT WALI.IS D. HUBBAIZD, DIRECT012 ~ MEMORANDUM TO: Division of Engineering and Roads Division of Utilities Department of $uildyngs Spokane County Health District Spokane County Parks Department Spokane County Fire District #1 Consolidated lrrigation District Central Valley School District FROM: John Todd, Planner I DATE: August 16, 1993 StTBJECT: Preliminary Short Plat SP-877-93 Attached is a copy of the application and proposed preliminary Short Plat map submitted by Margaret Kobylus for the subdivisioil of 3.73 acres into_ 4 lots for single family dwellings and those uses allowed in the underlying zone. Please review this proposal and return your comments and recommendations by August 30, 1993. If you have any 9uestions regarding this f le, you may contact me at 456-2205. Please direct any written response to John Todd. Thank you for your prompt attention. sam Enclosures ~ c: Margaret Kobylus, 12918 East.Broadway, Spokane, WA 99216 WEST 1026 BROADWAY AVENUE • SPOE:ANE, WA5H1NCfOI\T 99260-0240 •(509) 456-2205 . , , SPOKANE COUNTY PLANNING SHORT PLAT APPLICATION PART X A. -GENER&L INFORMATInNt Gc r- ~ ~ - f ~~J . NAMF OF APPLICA.riT/REPRESENTATIVE: r G~ 'e y MAILNG ADDRES : CITY: STATE: lvlq ZiP: ~ p PF-TONE: (work) (homc) ZF APPX,ICANT IS IVOT OVVNER, IlYCL,UDF WRITTEN OWNER AUTIIORIZATTON FOR APPL]'CANT TO SERVE AS REPRESENTATTVE. NI)rWb,,j LEGAI~ O~VNER'S NA.ME: ~ Jkvn e- 441 h PHONE: MAILING ADDRESS: S- ~Q h va~ S~C~ /~ir/:'~~ c~ . • ~ . PROJECT/PROPOSAL ST'TE AREA (acres or sq. ft) 3~ -7 ~ AaR ES ADJACENT AREA OWNED OR CONTROLLED (acres or sq. ft.) ~ASSESSOR PARCET., #S OF PROJECTJPROPOSAL 5S .2 02 , ~ ASSESSOR PARCEL #'S OF ApJACENT AREA OtiVNED OR CONTROLLED STRFET ADDRESS OF PROPOSAL l 513Ir)r-JC U~ ~!'y~` ~-~•v~ - C/ EX75TiNG ZOiNE CLASSIFICATION(S) (DATE ESTABI..ISHED) EXrSTING USE OF PR01'ERTY COMPREIHENSIVE FLAN CATEGORY Gf e 019AJ SCHOOL DISTRICT CJCNT~ ~ L ✓19 1- L G L/ FME DISTRICT WATER PURVEYOR C.-r>J50Li fy-t-c`p :T (Z/Z . PROPOSEI7 USE OF PRQPFRTY: r2 Single family dwellings ( . Dtiplexes ( ) . Multifamily dwellings ( ) . Manufactured homes ( Business Induslrial Mixed Use Othcr ( ) - I7escribc: LIST PREVIOUS PLANNING DEPARTIvS.ENI' ACTIONS INVOLVING THIS PROPERTY: B. LECrAL TNFnRMATYC)N: ! ~ LOCATIO?~t~F PRQE'OS~'lL: ! ~ N>~` r Z=:~co~}-- 5- ~ r,cC-r_- f-r S ECTION ~ 1-) TOWNSHIP RANGE N.A.M.E OF PUBLIC ROAD(S) PROVIllXNG ACCESS: y-7-14 WIDTH OF PROPERTY FRONTING ON PUBL1C ROAD: 162.5 pOES THE PROPOSAL HAVE, ACCESS TO AN A27TRIAL OR PLA,NNED \T~ME(S) OF ARTERIAL ROADS lt nej -9nd_guA ~G WASk ~S LEGAL DESCRIP'T"lONTOF PROPERTY (AtL-ich ]egal descripcion st.amped by ey CL ~ LEGAL DESCRIPTION FOR ENTIRE AREA TO BE SUBDiVIDED ON PRE ' T PL . ('nrhinS Ariri; t.j CZLLrCLSGree narrcc_A p _ a Fxcp,pt- t-he North 9 5f_e-p,r Pet- nd F.xreT fi rhP 19 59 t . AL ~ ~ t E~ °Z'°9'4~ • . ~ ~ r 7.7, . PR-ELrj\4TNARX SHORT PZ..,AT A.I'PLICAT'ION Page 2 of 4 IF~OU Tj0 NO°f HOLI7~ ITLE TO PRQPERTY, ~'VHAT IS YOU~2 ZNTEREST IN T"T`? ~ I.Z YC~ S % ►v~ J WHAT ARE THF CHANGED CONDZTIONS OF TIM AREA ' ICH YOU FEEL yiAKE I ; PR4~'OSAL WARRA.NTED? l~►D~-~. i`~•'c.".-~ 417e yC 7 L~ WHAT IMPACT "rVILL THE PROpUUSED SHORT PLAT HAVE ON THE ADJACENT J?ROPERTIES? WHAT FACTORS SUPPORT THE PROPOSED SHORx PLAT? /l~eto.d Gz ~P7ALe SA . 1-Lj~ " A CY-fC'~ / ~ WHAT MEASUKES DO YOU PROPQSE TO MITIGA"CE YOUR P~OPOSAL'S 1MPACT ON SURROUNDIltiG LAND USE? Sf G2 r C~ C. PRELIMINARY SHORT PLAT CENERAL INF()RMATTON: NUMBER OF L4TS: GROSS AREA: ~ 73 TYPICAL LOT STZE: ~ /L G PROPOSED NET DENSITX*: I Iv~~lcG~., . ' SMA.L.LEST LOT SLZE: 73 /-?C 2E MDNTMUM FROiNT'AGE: O PROPOSED SOURCE OF WATER: IndividuaI wells O Public systcm ~ Private Community System O OLher ( ) - Describe: - PROPOSEI7 MEANS OF SEWAGE DISPOSAL.: - Public sewer Community system Septic tank and d.rainfield Double Plumbing Q() Dry Scwer O Olher O DeSCribe: UTCLITY COMPANIES A.ND/OR DISTRICTS TO PROVI_nE SEI2VICE TO THIS PROPOSAL: .F_lccrricity: Scwer: ~~lG Gas: I a i I,'tl (F Water: Phonc: . DO YOU, OR THE OWNER IN THE EVENT YOU DO NOT OWN THIS PROPERTY, HAVE ANY PLt1.NS FOR FUTURE ADDITIOiNS, EXPANSIONS OR FURTH:ER ACTIVITY RELAT'ED TO THIS PROPOSAL? Yes O No IF YES, EXPLA.Ii~I: D. T'RELXMINARY SHORT PLAT ZMPRnVEMEN'r ZNFnRMA`I`ION: LEVEL OF STR.EET IiWROVEMENTS PROPOSED: Private roads Public roads O A.rterial roads O Tract X roads O DESCRIBE ANY COMBINATION OF A,BOV : P-t-it K/- A'n ~G'~ li~3 r ~ ► l~~ -~.h 4 ~ Y . /tlp rY~ ~ 3 617- ✓ C.~. p~~~r ~i~ f~5 . ESTIMATED TIME PERWD EXPPrTED FOR COMPLETE DEVEL4PMENT OF TRE SUBDNISION: ~ 1i10 ~ IS PHASIIVG OF 7'H;E FINAI-ILATION OF THE SHORT PLAT PR0POSED? Yes iNo 04, tF YES, SHOW PHASING ON THE PRELIMlNA.RY SHORT PLA7' MAP. IS DFDICATTON OF LAND FOR PUBI.,IC USE CON'T'EMPLA.TFD (Parks, schools, etc.)? Yes No IF YES, DESCRLAE: * NET DENSITY IS iJNITS OR LOTS PER ACRL MINUS PRIV ATE AND/OR PUBLIC ROAD tLREA. ~ 7 <L L ` ~ . , P~ELIViIINARX SHOR'r' PLAT APPLICATION' Page 3 of. 4 PART II TH.IS SECTION OF THE APPLICATION W1LL PROVIDE TIiE PLANMNG DEPA..RTMENT STAFF WITH WRITTEN VERIFICATION THAT THE APPLICf1NT HAS HAD PRELIMINARY CONSULTATION WTTH THE AGENCEES IDENTLFIED. RESULTS OF THE PRELIMZNARY CONSULTATI4N SHALL BE INCORPORATED ~7 THE PROPOSAL BEFORE FINAL SUBMITTAL TO THE PLANNI.NG DEPARTivLENT. FIRE iVZF,.l2SHAI..L/Fil21" DISTRYCT A. THIS PROPOSAL IS WZTHIN FIRE PROTECT ON °DI•S-'I~~-~~ O. a3. ADEQUATE A2.RANGEI~'~E~tTS (HAV~ NO" BEEN MADE TO Iv1EET OUR NEEDS ..T~i I PROVIDI.NG FOR A.N ADEQUATE WATE ~ FACILTTIES FOR FIRE ' PRO'I'ECTION PURPOSES. h~-y ~ , ~~~o IDdD C. RECOMMENDED FITtE FLOW: OR UNABI~E TO CALCULATGFOW BECAUSE USE IS NOT DEF~ITTIVE; AND WILL BE DETERMINED AT BUIZ,DING PER1vIIT APPLICATIONTTIME. ll . REQUIREMENTS IINCLUDE: Z A -9 c ~ss ~'GLvTs ~ %..+e 2 _s•c-r-f~ ,4 FIRE DISTRICT ~GNATURE/I'ITLE DAT"E WATEk2 PURVEY0R A. SATTSFACTORY ARRAiNGENIENTS F S-TIC WA'TER flNll FIRE FLOW REQUIREMENTS (HAVE) (HAVL NOT) 1 BfiFN MADE. 13. REQIJIREiv1'ENTS/COMMLNTS: ~ ~v,~• f~,~1-~_ , iiA7 -r-.2 ~/GC ~ 7112-1~7 ~ ~ - WATER DISTR.ICT STGNATZREiTITLE DATE COUNTY ENGINEER . A PRELIMTNARY DISCUSSTON k3AS TAKEN PLACE aND GENERA:L REQUIREMENTS FOR ROA.DS AND DRt11NAGE HAVE BEEN DISCUSSED W1TH T APPLICANT, , A. C OMMEh'TS : /ka „ og 93 ~ SIGNATURE/,hTLE DkE , covN-rY uTrz.zTILs A PRELIM1r1ARY DISCUSSI0N HAS TAKEN PLACE A.ND GENERA.L REQUIREMENTS FOR SUBM1TTAL OF THTS PROFOSAL ('HAVE) fflAVE01' BEEN SATISFTED. TF-~E DES7GNAT~D WATER PUIZVEYUR FO1Z TF-ZIS SITE IS L~~lJ A. C OMMENTS : ~ A/f ~ / / s1GNAkvRErrzrLE DaTE, HEALTEi DXSTRYCT A PREL1ZVS:INARY I7ISCUSSION liAS TAKEN PT..AC ~'Lt~ REQUXR.EMENTS FOR SUBMITTAZ.. OF Tf~IS PROPOSAL (H~~V~;) HAVE NOT) BEEN SATISFIEU. ` a A. C OMMENTS : SIGNATURE/TI'I'Z..E DATE~ SEV4'ER PURYEYOR , - A PRELIM]3~TARY DISCUSSION HAS TAKEN PLACE AND GENERAL REQUIREMENTS FOR THE 1'ROVISION OF PUBLIC SEWER ARE UNDERSTOOD BY THE APPLICANT. A. COMMENTS: _ SIGNATURE(I'ITLE DATE ~ ~ r " PRELZMYNARY SHDRT PLA.T APPL~CATrON . .Page 4 Of 4 . ~ARx lr,f V. su~~EYo~ ~ERIMcA70N w~►s ~ ICEIVS'ED LAND SLFRVEYOR, HAVE COjMPLETEI~ THE INFQRI~ATION ' G- CRiF';i"l_ON AND PRE I~IMINAR Y S HORT PLAT HISiVE '.BEEN PREP.4R-ED $ Y ME ~71F~~E UPE TON IN ACCO1~Dt'~1~CE ~~I"'I`I-~ TBE RFC~UIRF~I~~`S OF SP`C~K,~E CO~iT ` ' , Si GV.Lal'4UtiJNS A1 `t1J ~~E I-ATT S O1. rl'RE STliTE OF T7 t'1~~IN\iT4fltil . DATE; ~D,< kxPrFtEs 021091~'4 S S: PHON:E: ZIP: FART IV (SIGNATURE OF .FROPERT~~ OWNFRS OR LETTER OF AUT~~RIZA'T"~ON~ . r, THE UNDERSIGh]ED, SWEAR'UNDEh 1'ENAL7'Y OP PER1'LTRY 7'HA7' THE A$OVE RF-SPONSES AR]: MABE I'IZUTHFnI_.Y AND 7°O T~E BE5`T' OF ?elY ;KNOWLEDCE, -I-FURT14ER S WEAR TI-IA"C' I.AiM T.HE p1NN`~~ OF RECCIRD OF T_~M AREA PROPOSED FQR THE PREVVIOUSLY TI~EiNTU-MD LAND USE, ACTION, O,R,1F NOT T~ OWNER, A.TTAC14ED HEREWITH Is WRI7TF-N PERMISSiC]N FRQI'vI TJJE OWNER A[.1TFIORIZIN~'x M1{ ACTIC?1tiiS ON HIS/HER BEHALF. SIGNED: 14LV~,Vu-4.t L DATE: f-w ~3 . ~ AD D R E S s: ~ . PHorvF: ~ip~< _ 44~97T~'. . r _ n f44L ~OF A.Fft.IC~.~ 0k -1PRESENTAZ IVE DATE STATE OF WASHEN~`-sTON ~ ) 55: COU-N7'Y OF SPOKAN~`, } SIGi'q]F'D AN'I] 5WORN TOf~FFLRMED BEFOR:E ME, DN' TBIS ~ DAY OF ~i~ UT ~ . 1993, BY C~. ~ . ~ . NIC)T.ia RY ~ EA1, ~ Zu ~ i~~~ary Yublrc: in and for the Scata of WashingEon Rc5id.ing aL: 51?a K=;~ v U • ~ My appoinLfnfn1 cxpi r(_-S: !YY) A-vs ~ PART V ('TD BE COINiPLErl'EI? BY 11M P,LAN~NIG ~EPARTNfENT) ~ATE su~~~=f)= j,/ ~ FrLE#: r - 7 ~ DATE ACCEPTEb-Z /D By: ~ - . ~ ~ ~ - - TD"FA.L FEEs: I; 00 0 REcEIPr -s- ~ ~ ~ f . G SPOKANE COUNTY PLANNING PRELIMINARIT SHORT PLAT APPLICATION PART I A. CTE,NERAL INFORMATInN; r~ ~01 l/f NAME OF APPLICANT/REPRESENTATIVE: A81-040~VA_v . MAILING ADDRES CITY: STATE: GvIq ` ZIP: ~ y p PHONE: 3.?33 (work) (home) IF APPLICANT IS NOT OWNER, INCLUDE WRITTEN OWNER AUTHORIZATION FOR APPLICANT TO SERVE AS REPRESENTATIVE. LEGAL OWNER'S NAME: PHONE: MAII.ING ADDRESS: PROJECT/PROPOSAL SIT'E AREA (acres or sq. ft) 3.7 3 AP. & CS" ADJACENT AREA OWNED OR CONTROLLED (acres or sq, ft.) ASSESSOR PARCEL #S OF PROJECT/PROPOSAL SS ~ d-Z , 0 ASSESSOR PARCEL #'S OF ADJACENT AREA OWNED OR CONTROLLED STREET ADDRESS OF PROPOSAL EXISTING ZONE CLASSIFICATION(S) (DATE ESTABLiSHED) (f /Z - 3--5- EXISTING USE OF PROPERTY COMPREHENSIVE PLAN CATEGORY Lf e OAAJ SCHOOL DISTRICT CCA✓TW 4 L ✓A1- c.- c y j SC , FIRE DISTRICT WATER PURVEY4R L'-c~VS,pLr ~~-~c o:f 0,2 • PROPOSED USE OF PROPE TY: Single family dwellings ( Duplexes MulCifamily dwellings , Manufactured homes ( Business Industrial Mixed Use Other ( ) - Describe: LIST PREVIOUS PLANNING DEPARTMENT ACTIONS INVOLVING THIS PROPERTY: B . X,Ef nRMATIQN: LOCATION OF PROPOSAL: SECTION 2 fl TOWNSHIP ~ RANGE y~ NAME OF PUBLIC ROAD(S) PROVIDING ACCESS: WIDTH OF PRQPERTY FRONTING ON PUBLIC ROAD: DOES THE PROPOSAL HAVE ACCESS TO AN ARTERIAL OR PLANNED ARTERIAL YES NO NAME(S) OF ARTERIAL ROADS LEGAL DESCRIPTIQN OF PROPERTY (Attach legal description stamped by Land Surveyor). INCLUDE LEGAL DESCRIPTION FOR ENTIRE AREA TO BE SUBDIVIDED ON PRELIMINARY SHORT PLAT. yi . PRELIMINARY SHORT PLAT APPLICATION Page 3 of 4 PART II THIS SECTTON OF T'HE APPLICATION WII..L PROVIDE THE PLANNING DEPARTMENT STAFF WITH WRITTEN VERIFICATION THAT THE APPLICANT HAS HAD PRELIMINARY CONSULTATION WITH THE AGENCIES IDEN'I'IFIED. RESULTS OF THE PRELIMINARY CONSULTATION SHALL BE INCORPORATED IN THE PROPOSAL BEFORE FINAL SUBMITTAL TO THE PLANNING DEPARTMENT. FIRE MARSHALLlFIRE DISTRICT A. THIS PROPOSAL IS WITHIN F'IRE PROT'fiCTION DISTRICT NO. B. ADEQUATE A.RKANGEMENTS (HAVE) (HAVE NOT) BEEN MADE TO MEET OUR NEEDS IN PROVIDING FOR AN ADEQUATE WATER SYSTEM AND FACILITIES FOR FIRE PROTECTION PURPOSES. C. RECOMMENDED FIRE FLOW: ; OR UNABLE TO CALCULATE NOW BECAUSE USE IS NOT DEFTNITIVE; AND WII.L BE DETERMINED AT BUII.DING PERMIT APPLICATION TIME. D . REQUIREMEIVTS INCLUDE: FIRE DISTRICT SIGNATURE/TITLE DATE WATER PURVEYOR A. SATISFACTORY ARRANGEMENTS FOR DOMESTIC WATER AND FIRE FLOW REQUIREMENTS (HAVE) (HAVE NOT) BEEN MADE. B. REQUIlZEMENTS/COMMENTS: WATER DISTRICT SIGNATURE/I'ITT.E DATE COUNTY ENGINEER A PRELIMINARY DISCUSSION HAS TAKEN LACEAND GENERAL REQUIREMENTS FOR ROADS AND DRAINAGE HAVE BEEN DISCUSSED WITH T APPLICANT. A. COMMENTS: i ~ j • ~ 083 ~ SIGNATURE TL D COUNTY UTILITIES A PRELIMINARY DISCUSSION HAS TAKEN PLACE AND GENERAL REQUIREMENTS FOR SUBMITTAL OF THIS PROPOSAL (HAVE) (HAVE NOT) BEEN SATISFIED. THE DESIGNATED WATER PURVEYOR FOR THIS SITE IS A. COMIvrENTS: SIGNATURE/I'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: SIGNATURE/ITTLE DATE _ SEWER PURVEYOR A PRELIMINARY DISCUSSION HAS TAKEN PLACE AND GE~ERAL REQUIREMENTS FOR THE PROVISION OF PUBLIC SEWER ARE UNDERSTOOD Y'THE APPLTCANT. A . COMMENTS: SIGNATURE/TITLE DATE _ / A ' . ' , - PERMIT CENTER PASSPORT ' Date: ~ ~ 3 Number. Name Phone ` J~ F3 S Add ress Comments: CUSTOMER ROUTING / . . . . . - I - - - ~ .:::::~.:.::.:..;..::.:..~.r . . . . .=:.~~,M G:;C7 f . . . - - ( :8U LDING~~.De `r... a . nt:.... . arfm nt . ,~~.,~:r.::.::.:.: 1NEER-=-;De ~aitme :P~ ` ~~.I;:A . .NNII~1 P.. ...<..y 4-}.-~::<..r..,..<::.. .E . . P . . - - . P ttme . . . : ~ . _ . . ~t::. . . ! Addressing Admin. ExcePtion APProach Permit i Building Permit , Arterial Rd Plan Info i Flood Plaiw Permit i Code Information s Binding Site Plan Info i Public/Private Roads _ Commercial Review i Cert. of Exemption i Res. Bldg Permit Rev. ~ i Conference s Comprehensive Plan Drainage Info s Energy Code Info i Cond. Use Perrnit ~ Subdivision Review i FirE Safety Review , Nonconforming Use s Utility Permit = Manufactured Home ~ Permit Review s ne Change Review Mechanica] Permits Shorelines Info cy N ! Other Permits ~ Short Plat Info No FEE REQUIIXD RViewqk ~il Tuve out ~ Plurbbing PerTnits = Subdivision Info - _ ~ . . i Private Road Info = Temp. Use Permit ~;1JT1.[:~71ES-Dep. ~rt~nent. : i Residential Review _ Variance Appl. i APA Payment = Sewer Perm its i Zone Check = Cert. of Exeroption Zone Info ! Subdivision Review ULID/Sewer Info Zone Change Review ~ NO FEE REQUIRED ! NO FEE REQUIRED Reviewer Time out Reviewer Time out Reviewer Time out 1iAS1ERIPASSPORI.CI.. 7118/9~ _ . . ' • . l'>: • w~, _ " " • . ''i i?4. , . . . ~ •.J~ . . . _ • • ~ . _ • • 1 ~ r.1~ i • ~~I • -i - i RECEIPT SUMMARY TRANSACTION NUMBER: T9301144 DATE: 07/08/93 APPLICANT: KOBYLUS, MARGARET PHONE= . ADDRESS: 11704 E BROADWAY AVE SPOKANE WA 99206 CONTACT NAME: MARGARET KOBYLUS PHONE= TRANSACTION: PRELIMINARY SHOT PLAT DOCUMENT ID: 1) 2) 3) « 4) 5) 6) FEE & PAYMENT SUMMARY ITEM DESCRIPTION QUANTITY FEE AMOUNT PRELIMINARY PLATS - SHORT 1 ~ 100.00 LAND USE ACTION REVW 1 20.00 TOTAL DUE = 120.00 TOTAL PAID= 120.00 u BALANCE OWING= .00 PAYMENT DATE RECEIPT# CHECK# PAYMENT AMOUNT 07/08/93 00006373 6990 120.00 PROCESSED BY: WENDEL, GLORIA PRINTED BY: WENDEL, GLORIA THANK YOU p t ' Y....-._-l J`~`> ' 'I`^•.- +~o ' P.O. BOX 11589 ~ ~ • ° PARKWATER STA. DAVIS . " SPOKANE, WA INCe 89211 . ~ ~ • ~ ~ ! , ~ ~3o~rQs-,7~sura~rce 2 ~ ~ UJ