29760 PE-1803 VALLEY RIDGE
~
RaADWAY CONSTRLTGTION BOIVD-5POKANE CO[TNTY
Bond No. 159149627
SpQkane Cu Engineer File # PFtI$03-96
KNC7W ALL HY "dHESE PRE5ENT5, ahat (dcvelnpcr), as "PRINCIPAL," The Evar~gelical Is,~rteran
; -tq• and
BQNDING C011PANY National Fire Insurance Cotnvanv of Hartfard ,
a corpqraUan orgaiuxed amd existing under the laws crf the State of Connecticut ,
and authonzed to transact a siuety bnsiness in the State of Washingtfln, as ""5urety," are held and firsiily bound wi[a
Spakane County, a golitical subdiVisiun of the State nf Washington, as "abligee," in thepenal su.m of
l,
One hun.dred thirtv three thousand or,e I)vllars 133.100.00
_ hurdred
lawful money of the Uniteci Siate af Aiuerica, Car the paymeiit of which the Priiicipal and Surecy hind tlicinsc[vcs, tiiclr
heirs, executars, admunisirators, successors and assigns, jvintl}+ and severaliy, tirmly by tliese presents.
WHEREAS, said Principal is the developer of a lract af land an Spokane County known as va13 ey gi dqe
3
and being [oca[e[i in 5ection l4 , Townstup Z-1) Nontli, Ttange 11A4 E.V4'.M., in Spakaiie Couiity,
Wasiiingt4n, and said County haLs required that a bonsi te furnished in an amourct sufficient tp pay the canstrucuon casc ol
anstalling to the apgroved grades, curbs, sidewalks, dtainagc contrnl andlar paviiig oF raadways adjar.eut io said
devcinpment, and such other work as zn incidental and necessary thereto, aJl iit acegrciance witli Spaica,ne County Road
Degartrnent
Speci[ications daied may 29 , 19 98
and io the satisfactipn of the SpQkane Count}+ Engiczccr, such impravcments to bc complctcd twn (Z) ycars ar less tiiiio
vnless said time penod be extcndcd at tlic option of tlie Spnicas►e County Engu°►eer.
Llpon failure of Principai to cQrripiy with tttc reqwrcments staled hereiif wii:un the iimc authorixed, and upait
deiivery of wntten noticc tliereof by i0bligee to 5urety, the Surety shall iiiake satisfactinn to D61igee to the extent af tlus
Eand.
The obfigaiion of this Band siiaii te kepi in full Coroe and ciT'ect wiUl, rn the opuuon ot uie C1bligec, tlic
reqwrcmenLS herein staCe.ci liave bcen SauSfied, rn tivtuch event wntten relcase wifZ bc biVen by tlie Qbligee, the Dbligcc
tiaVing sofe nglit ta grant such release. 5urc[y hereby waives ail rigtiis eo relcase froin Llie obligation except as iiereioi
stated
SIGNED ANIl SEALED this Zi rsr day of ,a tine , 19 98 .
BQNDIIVG CQMPANY: L3atianal F3re InsuranceCQmoan„v of HartfDrd
Addrem: 22 c-niith Ni ntb StrpPt. Suite 30],0
City, atate: MinneacgIig, M11T
7.ip Cods; 55402
,
ph uw-- :t. (61-2a 33 ~27
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7ifle: Attornev-4In-Fact
PRINCTPAL (deve[oper}: T
Address: 4nuOO l•lest 57th St,
City, State: Siflux Fal l s, SD
ZipCade: 57117 Phane#: 6051352-3100
By:
Titze• Dean Plertz~' Puman Resources
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N'umber of Lots I
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RQad Mites (New) ~ P1e I~ [/Ai k,--
Tptal r°1Ce1 ~ . . . . . ~ a ~
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Nort1i Arrow ~f _r..-~----4------ ~
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j ProccdUres & Equipmcnt
I Basis.of I3earings ~ ~ ~~r---, t~<aa -e
~ I'lat 1_vcation I3y Titfz 6y
[]fi"icia3 5ignaturc 13Ivcks ~ .
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Surveyars Ccrtificate
Road Nlnaes
Road Widt17s
Adjaceat Area
Lot & IIlpck NumUers
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/W I?cdicatiflr~ dcsignated ~
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1 Foot Strips
3 RPS rafi GLO Cvmcrs J r[~
&-y4r C;ar?
Tr1ct X
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I.dt Areas
Bcnclz Mark
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beseripiion (Tv Ivlap)
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Description (Tfl Cert) D wncrs
Certil'icate to P1at ~ f -
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RII) - CI'R 5tatetrieiit ~ A ~
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AcGCSS F'roliibitec3 ~ I /~~iq- ~
R~LY Dedica[ion ~ ~
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❑rlinagc Cavejjjait IA •I . . v
Flaad Insurance ky ~
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208 B0nd5 - $i,OW.an r_a 208 I'LANS APPR{3VEi7
4'rivate ltvzd ❑oc. N's
FriV,11c Road WZrtiing
Rva~l Plalis
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Roai1 I3vtid tinpravcancli[ ~
Itg:~tl B~}siti Inspectivii .
Signeci By Engiiaeer
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ROnnwAY consTRUCriorr eoxn-sPaKA.vE CornvTY
Bvna Na 159149627
_
Spwkane Co Engineer File # _ 18M3-96
KNOW ALL BY THESE PRESENTS, thai (develDpcr), a.s "PRINCIPAL," The EvartQe1aral I=tteran
Sam=itan and
BONDING CU1IPANY Natianal Fire Irzsurance Comnanv of Hartforr3 ,
a corpvratinn organized and exisiing undcr the laws nf the 5taie of Cannecticut
and authorized to transast a surety business in the State af Wasbuingtan, as °5urety," are held and firnaly bound un[a
5pokane County, apolitical subdivWnn af the State of Washingtoq as "ObligQe," iu the penal swn of
Or~ hundred, thittv tihree thousand one Dollars Z33.100.00
htuxdced
lawful mnney of the United State of Asiaerica, fnr the paymeni of rvhsch the Principal and 5urety bind Uiemscl►+cs, ilicir
heirs, execucars, adinirustrators, successars and assigns, jointly and ser+erally, firn-dy by rlicw gresents.
WBEREAS, said Fnncipal is the dcveloper of a tract vf land in Spokane Counry knawn as _vaZley Ridge
PiID PE - JW3
and being Iocated in Sectinn 2-4 . Tawnstup 2.13 Narili, Ttange 'AA4 E.W.M., in Spofcaiie Cauniy,
Waslungton, and said County has rNuired that abond be furnished in ar► amoun[ suHicient to pay the conscrucunn cast nf
instaiiing t4 the approved grades, curbs, sidewallcs, drainage oantrol andlar paving of roadways adjacent lu said
development, and such other work as in incidental and necessary therelo, all irE accordance witli Spokane County Road
Ilepartment
Speciticatio,ns dated May 29 _ , 19 98
and ta the satisfaction nf the SpQlcaue County Engiticcr; such improvcincnts ta Vic eoxuplcted two (2) ycars or Icss tiiiic
unlcss said time penod he extended ai the Qplian of ilie Spakane County Engineer.
iJpcan failure of Priacipal tv r,amply with the requirements statCd tzeemiy wit,un the timc authoria.ed, and upoii
delivery of wriuen notioe tliereDf hy Obligee io 5urety, the Surety sha11 niake salisfuclaan to Dbligce to 11te extent of ltus
8and.
The abligatinn of this Bond s1WI be kept in full farce and clrcct usitii, iir the opixuan of G1ie abligsx, ilic
nequLrcments herem stated ljave been sausf"ied, in which event written rclease wiil bo given by tlis OblsgeE, the Obligsx
having so1e nghhC tv grant such reiease. Surety hereby waives all rights io relcasc frotn the ohligaiinn except as herciu
stated.
SIGNEb AND SEALEU this First day of .7laae ,19 98 .
BUNI)ING CQMPANY: ance gMony of Hartforci
Addms,s: 222 South Alinth ~fir=t, Suzta 3010
'ity, St8t+e: MiringdW i g , MN
Zip ~~ds, 554[]2
Phvne - 6 1-2,) 3316X-' 2 5 27
, Hi g i 5
Attorne~ n-Fact
PRINCIPAL (developer): T
pddrm; 4070 t•lest 57th St,
City, State: Si oux Fal T s, 5D
, ZipCade: 57117 If2 Phone 605l362-3100
By :
Tit7.e • Dean r?e.r'tz r~V.0 E'ur±an Resources
i
ROADWAY IiVSPEC1['iON BCl1►iD-SPUKANE COIlNTY
Bond No. 141414813
Spoicane Ca Engiucer Fi le ~ PF---1803-%
ICNOW ALL BY 'iHESE PRESEAI'I'S, tbat (deveiaper), as "PRINCIPAL," Ttie Evangelical
. Lutheran C,ood Samaritan Sscietw and
BONDIIVG CUMPANY Nationa], Fire Insurance CamDanv of fiartford ,
a corporation organnzed ar►d existia$ under the lavns of lhe State of CQnnecticu~ ,
antl audiorsxed to transact a surety uvsiness La 1he 5tate of Washingtcsn, as "S►uctY,°" ar9e heid aAd fu"mIy bound ujtta ,
Spokan$ County, apolitical subdivision of tne State of Wastiingtflu, as "Obligee," in ihe pcrW siun of
'ibYrt'een t-hetmard thr~ ht~rrir+x3 DfF1l81`S 1 3. 3tY}_D[1 ~e
Iawful iiioney of the []'nited State of Amenm far thc payment of which the Fnncipal and Surcty bind uiemsclvcs, tiicir
hcars, cxccutors, aciainistrators, successors and assigns. Jaintly and sevcralYy, firnly by Lliese prescnts.
WHEREAS, said Principal is the developer of a uaci of laftd in Spokane Couii[y known as Valley Ridge
Prm PF _ i An , 3
and being iocateei in Secuon 74 , Township -2~ Nortt, Range $4 E.W.M., in 5pokane Guuiity,
Wasliington, and sasd Count'y has required tMt abond be fumished in atr a[nnuaat sufficient to pay the oast of canstrus:tiuii
irspection and testing for raad«ray and stagrin drarnage canstrucGinn of said devePopineni, and such ❑ther wark as in
incidental and necessary ihereto, ali in atcofdartce with Spokane County Road I]epartinent Speci#"icauons ar►d inspccuon
slatcnicnt Qfagrcetnent dated 5 -2 9 , 19 98 , and lo lhe sati5factiatr of the 5poka«c Cnunty Enginoes; sucti serviccs la
bc complctcd 13v,n (2) years ar less trfac unEe.ss said tjine pcnad bc cxicEided at the Qpiioii of tlie 5polcane Couniy Eng4rtccr.
Upon fai]ure of Pcincipai lo camply with thc rc3qwrcnicnls siIl[i.d l1CTeISI 3Vf1s111i the unic aueliorzzcd, aiid upaii
deIivcry of wntlen nolice tlzcreaf by C]bligce 1v Su.rc4y, thc 5urety sliai1 inake satisfacllon to Obligce ia ttie catcni oC tlus
Bond_
Tlic ohligation of this 13and sfW1 bc kepi iti Lu!l forcc and cffeci until, iit ltze opinion of the Obligce, it►c
requirements herein stateti liave been satisCed, in wtuch e►+ciit wntten rclease wili Uc givcn b;y the Obligee, the Obfigce ~
liaving soIe nght tcr grant such rclease. Sureiy ttercUy wauves all righls to release Cruin the obligatiatt exccpl as licrcin
staled,
SIGNEI} AN3) SEAALED this _ Fir~t- day of June , 19 9$ .
BUNllING COMPANl': Nati nal Fire Insurance Comoanv of HartfQrd
Addrcss: 222 So„'tNinth 5t~eet, Suite 3010
Ctty, stiatC: ~j_ 'apQlig. MN
Phpanc 3b-~ T
3r: ~
; Rnn Ffiiggi s
• _ ; '~`i;tc: A~t~~arn~•~-Fn Fact
PRII►ICIPAL (develuper): T-4e-'. r_..-~r
Address, 4800 ~Jest 57th Street
cicy,state. s;oux Fall$, se
Z;p Code- ~ Phoiic ~ a~2-3a o0
By.
L
TatRe: Dean Mertz, V tiP',' Humara Resaurces
W+nmW.yfmped Iorob
Spvkane County Engineers
1626 W liroad►vay
Spmkane WA 99260-0170
509}456-3600
I]oeument 'IYtle I)ECLAR.ATIDN UF +CUVENANT
kePerence Numbers
Legal Description
Parcel Numher
Graninrs suad Grantees
In consideration of the appravai by Spokane Cnunty of
(hereinafter re€erred to as the "Development"), the undersigned covenants and agrees that:
1. The subdividerlsponsor will construct the private raads and associatei drafnagc facilities in cnnfonnance with
the approveci pians on file in the County Engcnecr's Office.
2. A lot is served by a private road when: a. the anly road frontage far the la1 m the Uevefapment is on the
priva[e road, or; b, a lot having frontage an mare than crne road (public or private) conscructs an apgrQach lo
the private rcaad.
3. '1'he Home Owners Association or their successnrs in interest ahall mamtain the peivate roads and associated
drainage facilities in conformance with the approved plans an file in the County Engineer's Uffice.
4. 7"he owner(s) csf any 1ot created by the I]evelagment ar alternation thereof and served by a peiuate eoarJ shaR
be responsihle for malntenance of said private road, including assaczated drainage facikities
5. Maintenance financing vf the private roads and assaciated drainage facilicies shall be m a manner deEermuned
by the
Flonle Orvners Association or their successors in iitiierest,
6. Should the
Home Owncrs Association he termsnated for any reason, the success4rs m interest shall be the individual be
owners, vr their successors in interest, whv are members erf the
Ilame Owners Associativn at the time ef saia tcrminatian.
7. tn tize eucnt such grivate road inciudmg associated drainage facilitics is improaed ta Spakane County standards .
for puhlic streets, and the Caunty is willing to accept the dedication Qf such road and drainage facilicies, eaGki
loc awner shall execute any documents necessary to acCOmplish auch dedication.
i
8. Owners oP lats wichin the Development who are served by such rvad, may sue aiid recoVer damages and
a[torneys' fees from any Qwner of any lat within the L]evelcrpment which is simifarty served who refuses to
participaCe un the road and drasnage facilitics Gonstruction, finanemg, and malntenance.
9. WARNING: Spokcuze County has no respa►tsl6ili[y Fa hutlrl, iirprnve, or nurifiraiii or o[1ienvise seruice rize
private roads, and assocrated druiriage faeililies cor:tained witfrin ar pravidirsg service tv !he prvperty
descri&ed in tlie Develapment. By accepting rhrs deve2opntenF ar subsequeizt[y by alZoyaiizg a buildiaag periirit ta
be tssued for praperty on a priVCrle rQart, Spokane Gouriry crssunies rao abligatinn fdr sard prt vare road catid ahe
owners here6y acknowTedge that the Caunty has rio o62igation af any kiiu[ of nature wlialsoever ra estabiislt,
examine, survey, consiruct, a2ler repair, dmprave, rnaiwain, provide draitage or snaw rernova[ can a pravale
, roact or ils' associated drarnuge facrlities '
1
10. Whenever the
T3ome Owtiers Assneiation vr rlic'rr successors in s"jikerest fail ta maincain taie drainage faciliucs in
cvnfnrmance wsth the appro►+ed drainage p[a€i, a notice wi1B !C gLwen to the
ITa:ne Cl►v«ers Associativn or t[icir successnrs in i3itcrc,st by ihc Caunty, lf ncrt ccrrrected at'ter 10 t4ays, the
Cauii(y has dfie righs to correct che main[e»aiiee failure nr have it corrcctcd zt ttic expense of Ehe
Home (]wners Assoeyatiaai, tlieir suecessors in interest, or 3ois in the development.
ZT, 5pokasie Cvunty does ncat accept the respansibility nF maintaineng the drainage course Qn private ]ots witliiil
drainage easeenents or flaodglam areas, no the res,ponsibilit}+ fnr any drainage, wiiatsacver, including but not
lirnited ao inverse candemnation to any prapertics due ta deficient cvnstruction andlor maintenanGe o€ drainage
caurses in drainage easemengs on provate property.
12. Tl1B5 cavenant and agrecment shall run witfx die lansi and slial9 he binding upan [he owcter, their liecrs,
successvrs ❑r assigns, inc€uding the obligatinn to participate in the maintenanse Qf the priaate roacf ar►d
drainage faciloties as provided lierein.
OWNd;R '
OWNCR _
1]a[ed this clay of , 19
STATE, Df' 1YASTI1NGTlJ1V ~
:ss
County of'Spakurre
4t: this day persona!!y appeared bejnre ine
krrativrt to r►re 1o be rlre i►idividual(s) described i►a crprd tivlro exeeirfed tlze withln aird foregoing irzsanur3end and
ackizativlerlgerd ilaal llelshehhey signed dlie san:e as hislherllheir free rrtrd volrrntary Act atki deed for tlie rrsQS aizd
prirpases dhereiri staPed.
GIViGN U►VDEh MY Tff3ND ANLI fJFI'ICIAL SEAL tlrrs dup nj , P9 .
Natary Perbfrc in arzdfor rhe State -
af Wasl~ingrvti, resicfrrrg at 5paka►ie
k\a\f\declapvd 1/97
2
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CanCelei{ .~1~ ~INEER'F3 ll rl 1IE■r` 17IELli~t -
Date Fded
Date As Built klans Received
Daw RUad T'lans llpprpved FLAT FME # P -E-y [7V3
- New Rnad 5tan$ards 5-15-95 Mylar NCompanigiA Pi1e #1: ZE-46-96,Pl'JD5-96
T{elaYed Frle
Nearing I7ate: 01f29P1997 - H Time; 10•30 N 1Vumber; 2
TaESIGN Review Date• 081291199$ DR Time. 0I.15 Building Dept
Tteview I3ate: R Time: it N'umber: DESI+GN itEVIEW #f 'DRPE-212-96
I]aCe Receaved: 08l1211996 Review Type: Large Lot ❑ Bldg. 5quare Feet.
Nq. d.vts: 2$ No. Acres. 196
ProjeCt Name• VALLEY R~~E PUD Range-Tnwnship-Sectinn; 44-25-'24
Sate Address: W 8THIW T SHIRLEYfS 6TH PARCEL{5}: {first 20}
App[icant Name: SPOKANE VALLEY Gf]DD aAMARZTAN VIi.LA Phvne # 924-616I 45245,911, 8 45241 9115
P,pplicant Address 17217 E$TH AVE Fhone 211
GREENACRF-S WA 90016 Dgte Cotuliuons Mailed:
Flnod Zone Nv Water Sc~urce 4 Sewer Source: 5 School bist. 3S6 Fire Dist. l Phane Dist. US WEST
Billing 1Vame: FRANK IDF Owner: EVAIYCEL.TCAL LC]THERAhT GC} Engineer: LAWRE-IVCE LEINWESER .
Address SPp VALLEY Gqf7D (7wner Address. 4800 w 57Tx 5'r Company: T~YLdR ENGINEF1tING INC,
SivfARITAN 5IC7L1X FALL$ $D 571 T7-5U3$ A~dres5 106 W MISSION STE 206
17121 E 8TH SPOKANE WA 99201
Phane: 924-6167 Qwner P]iane: 675)362-3100 ;Phane (509) 328-3371
Signed Nanne. PP-ArIK R IT]E Faic: (504) 328-8224
$ujldinglPlannmg Cantact: FRANCINE S14AbV' Planning Phone # 456-3675 $uilding Phofze # 456-2205
Date 5uhmitted 'faescription InitiaJs
10l30I1996 DATE PAY FEES FtECEIVEU
DATE PRIf3RITY FEE5RECEIVE17 COPY TC] ACCf)Ul'1TING
~ FINAL PLAT I'EES COMPLETEI] tLND Cf3PY TO ACCC]UNTING ~
1Vb U]3LIC lNOTICE TQ PUBLYC# 1-3' 4 -6 "GGIVIPLETED - OR 1VEEI3S T{7 $3C SIGNGI]
~ , ~y~ • . _ -
In-0~ In-Oul AP2$4* fn-C7ut #3
A. to' A-'%* ` DEsxGN nEvrATroN nATEs iN-Our
In-CJUt 114 ln-[]ut q5 Ia-Oul llfi _
l ] BfJN'I] QidAIVTITIES FC]R T]RAINAGE I'TEM CALCi7LATEI7 I
DATE HbIVD RECEIVED BONU AMQUNT RCCEIVE, D
17ATE BC}ItiTI7 RELEASE - I3ATE BQN17 RF-I7LICET] BONI] BALANCr-,
i`
Heermg Dafe X Approved ~ Denied Cantinued
Appealed SCC $CC Decision Apprsaved f3CC I]ecision Denied
J ,1 5'CAMPBI7 MYL.ARS TO PERMIT TECHIdICIAN {SYLISUZANIVE}
STAMPE-TJ 208 L{3T PLANS TQ RDMIATSTRAT[iJE ASSISTANT (5r1NDY) A
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ENGINEER' S REVIEW SHEET
AS ST.]ILT PLAIVS RF-CEIVED
DR pLAT FIGE # PE- -
Relaced File # f 1
AAFtD ~ ( DRPE-212-96 )
Date tn ReView #
Date ta AA & dR 08129f 1 J96 Tune I:] 5
Date Received 0811211$96
Large Lnts
Project Name VAI...LEYRIDGE Na. [,ats 28 lziv. Acres 19.6 Range - Tawnship - Sectian
45241.9115
SITE ADDHESS W 8THlW T SHFRLEYIS bTH PARCEL 452k';'91 18
Applicant's Narne SPdK11NE VAT..LEY GC)aD SAMARITAN VTI.LAGE Phone li 924-6161
Address 17212 E$TH tl`7E k'hone 2#
GkEENACRES WA 90[}16
FL[]OD ZpNE Na W 4 S Schoal 355 Date Condittvns Maiied
Billing IVame f,?wner EVANGELICAL LUTHERA Engineer LAWRENCE L LETNWEBER
Address Address 4$00 W 57TH 5T Company TAYLflR EN{G1IVEEFtTNG INC.
SIOUX FALLS SQ 57117- Address ID+S W MISSTGN STE ZLIfi
Signed Phvne ~]5)362-3100 City SPOKANE,WA 99201
Phone PhonelFAX (509)328-3371 FAX (501)328-8224
Date
Building Cvntact Person: FRANCINE SHAW Pitone #f 456-3675
IDace Submitted bescrigtion Tmtials
II11."~J' `r'1 G DATE FEES RECEIVED
_I'_I DATE PRTORITY FEES RECEIVEQ C[)PY TO ACCOUNTIIVG
FINAL PLAT F'EES C[]MPLETEL3 8c C(3FY Td ACCOLIWTIN `
1 1 NOTICE TO FUBLIC f# 1 34 Y COMPLETEI? - OR NEEDS TD BE SiGiVED
1 1 DESIti1V DEVTATI[]IV' SUBMITTET]I'DA'TE COMPLETED - MAILEIJ 1!
- I~_
1 1 AL.TERATI(]N TO PLAT - BLC]CKS & LO'TS
~I~Iu BOND Qi,1ANTITIES F()R I7RAhNAGE ITEM CALCULA'Y'EL
1 1 DATE BOND ItECEIVEIl - BOND AMCJUNT itECE1VED
1 1 DATE BOND REi.,EASED -DATE AS 13CIILT ItD PLAIVS l f
1 1 HEARLNG EXAM APPROYED aEfllED 'FEAI.ED :BCC
APPEAC.EI] k'kOTECT 46PPRDVEI3 ENIEL}
STAMPEl3 MYLARS Td PERMIT TECHP+lICIAN (SYLIS[1ZANNE)
STAMPET] 208 LOT PLANS TO ADMIN[STRATIVE A55T5TANT (SANdY)
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~ Date Submitted - - - - ~
Descriptgon Initials ~
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-
~~~~IVED
. ~
FEB 17 1998
r ~ POKA+rE coUNn ENGFnEER
, . .
DETERPwIINATTON OF
NQNSIGNTV ICaNGC _ "DNS"
SP(3KANE COUNT"Y DIVT~~ON UF BUILDING ANI1 PLANNFNG
1tE, SPr[aNSrBLE OFFICIAL, 3AMES L. MANSDN, bIRECTOR
WAC 197-1 Z-970 and Section 11.14.234(3)
SPOKANE ENVIRONMENTAL ORDINANCE
T+ ILE N~MBER(S): PE-1803-961ZL-46-961' PUL]-5-96
DESCTtIPTION OF PROP[7SAL: Preliminary plat ta subdivpae appreximately 19.6 acres inta
28 Iats for duplexes and aZane Reciassification fram U'rhan Residential-3.5 (LIR-3.5) tv Urban
Residential-7 (UR-7) with a Planned iTnit Deuelapmerat (PUI]) averlay zone.
bPPLICANT: Spokane Va!!ey Gvod Samaritan
17121 E. 8", Avenue
Greenacres, WA. 99016
(509) 924-61 61
Ow+ner's Designated Contact: Taytar Engineering, Inc.
FrankYde
1 06 W. Mission, Stiite 246
Spokane, WA. 99201
(549) 328-3371
LqCATION [)F PFtOPOSAL: Generally located % mi1e west of Tschirley Raad in Section 24,
Township 25 N., Ftarage 44 EWM, in Spokane Cvunty, Washington.
LEAD AGENCY: SPOK4NC CC?UNT'Y DIVISTQN C1F BUTLI7TNG AND PLANNING
bETERMTNATION: The lead agency for this proposal lias determined that it does not have a
probable signifiear►t adverse iinpact vn the enwironment. An Enwironrnental Impact Statemenfi
(EIS) is nnt required under RCW 43.21 C.030{2}(c). This decision was made after review of a
eampleted environmental check9ist and other infarmation on file with the 1ead agency. This
informatian is availabie ta the public an request.
'Y`his I3NS is issued under VI1AC 197-11-340(2); the lead agency wi11 not act ❑n this praposaa far
ak least 15 days from the date isstiied (below). Comments regarding this UNS must be
suhmitted no later than 4:00 p.rm., January 27, 1997, if they are infended to alter the ❑NS.
ATl camments shautd be sent to the eontac# person listed helow.
By: Francine Shaw Title: Planner 11
PFione: (509) 456-2205
Address: Spokane County Division nf Building and Flanning (M5-P)
West 1 026 8roadway
Spnkane, WA 99260 I7~1~'E ISSi]EI7: [~1~[~.•~~~7 , 1997 SYGNATUFtE~
I ~
CCIMMEgM FtECAFtDIN'G ENV1R[7I4IMEN1`Ai., CONCERNS ARE WELO(]ME AT'TI-IE HE~ARING.
AP'PEAL QF 'I`HTS DETERMINA,'I`IOIV, after it becomes final, may be rnade to the
SPf)KANE COLINTY DIVISIC?Ai ClF BUILDING AN1J PLANhii ING, (MS-T'), lst Floar, West
1026 Broadway, Spakane, Wt1 99260. The agpeaZ deadline is the same as the abave project'~
appeal deadline, being ten (10) calendar days after ihe signing of the decisian to apprvVe or
disapprave the prajec#. This appeal must be wriC#en and the appeilant shauld be prepared to
make specific factual vbjectians. Contact the T]ivisian af Building and Planning tv assist you
waith the specifics frar a SEPA appeal.
This DNS was maiied ta:
1. WA State nepartment af EcolagY ([]lympia)
2. Spokane Caunty Divisian of Engineering; Pat lqarper
3. Spokane County Divisivn ❑fUtilities; ritn Tted
4. Spokane County Health I7istrict; Steve Holderby
5. Spokane County Air Pollutivn Contral Autharity
6. Sp[lICaTle C4LlClty D1V151oI1 Qf PaI'I{5, Recreation andFair; Wyn BirkenthaI
7. Spokane Caunty Starrnwater Utility; Steve Warley
8. Spokane CQiinky gotindary Review Baard
9. Spokane ILegianal Transportatinn Gouncil
10. Spokane Transrt Atithority
11. WA State Deparkment vf Transportation
12. Fire Pro#ection District No. 1
13. Central Va11ey Scliaol District No. 356
14. Vera Waler & Power
~POKA~~ ~OUNTY I)IV~~~~N OF
BIJILDING AI"1TD PLANNING
PRELIIVIINARY SUBDIVISIO1rd AND ZONE RECLASSIFTCATI()N
AP;PLx CA'TION
PART I
A. ~ENERA►L INFC7RMATTC311i:
Ev. Lutheran Good Samaritan Society DBA/
NAME4FAPPLTCANT7REPR.ESE1V°TATIVE: --Spo dn Val ~yy Gooc3_ Samari t-an V1 -1 laC~e
MATLING ADI]RESS: E. 17321 Eiahth AUenue
CI'IY: Greenacres STATE: WA ZTP: 99016
' PHONE: 924-6161 (work) (horne)
IF APPLICALNT IS Iti1UT OWNER, YNCLCIDE WRITTEN UWtiTER Ai3THQRTZATIC?hf
FOR APPLICANT 'FO SERVE AS REPRESEIVTATTVE.
LHGAL OWA[8R'S NAME: PHQNE:
IvfAILTNG ADDRESS:
PRC)TECT►'`PRCiPOSAI. SITE AREA (acres or sq. fF) 19 . 6acres
AD7ACENT AREA UWNEI7 Ok CC3NTRC]C.LEU (acres or sq. Ft.) APprox. 145 acres
ASSESSi]R PARCEL #S OF PR[71EC'I7PRUPC15Ad. 45245.9118, 45241.9115
ASSESSOR PARCEL VS OF AL7JACENT AREA OWNED C]R CONTRC}LLE❑
55193.9041. 55193.9023, 9024. 55192.9013, 9035.9017.
STREET AI]DItESS OF PROPQSAL Nane assigned.
EX1'STING ZONE CLASSTFICATT{]N(a) [DAT'E ESTASLISHED) [JR-3. 5 -
EXISTIING LTSE OF,PROPERTY Undevelaped/vacant
PROPf3SEDZONW~', UR-7 wf P.U.D. overlay.
COMFREHENSIV'F, FLAN CATEGORY Urban
SCHODL Df5TR.TGT Central Valley
FTREI7TSTRTCT #1 WATERPURVEYOR Cansolidated
PROPOSED USE OF PRC]PERT'Y;
5ingle farnaly drveIPings Duplexes ( p Nlultafamiiy dvuelIings
Manufactured hQmes ( ) Business ( ) Tndustrial ( } Mixed L7se ( )
C}ther" -Describe: Retixement duplexes.
L,IST PItEVID[IS PI.ANIVINCs DEPAItTMEN'T ACTTONS TNVOLVING TF-ITS PkOPERTY.
N[sne
B. T,EGALIZUIVE R~CLASSTFICATrC1N INFClRMATICIN:
LC3CATIDN OF PROPOSAL: West of Eighth Avenue.
SECTIO1V 24 TQWNSHM 25 RANGE 44
NAME OF PIIBI.IC AQAD(S) 1'RQVIDING ACCESS: Eighth Avenue
WIDTH OF PRC]PERTY FRQNTING C]N PUBLIC ROA13: 50"
DC}ES THE PROPC}SAL. HAVE ACCE5S Td AN ARTERIAL OR PLAAfiNEa AR'T'ERIAL (}YE5 NCJ
NAME(S) OF ART'ERIAL RQAQS N/A
i
s
{
' SUBDFVTSIC3N AND ZC?NE RECLASSIFfCATzON AI'PLZCATI(7N Fage 2 of 4
" LEGAI. UESGRIPMCjN OF PRL?PER`P'Y (Attach legal descriptlon stamped by Land 5urveyor). INCL1,li]E
! LEGAL DESCkIFUON FOR EN'TIRE AREA T[] BE SJBDNTDEI3 ON PRELIMINARY SUBI]IVTSIC}N
~ MAP ANI] RF-QL1ES'1'ED ZONfNG FOR. EACH LC)T ANT] BLOCK F(]R MULTTFLE ZC}NE FtEQt7ESTS.
See attached.
IF'YDLI Df3 NOT HDLD T1'CLE `I'C7 FRC]FERTY, WHAT TS YOUR TNTETf.EST IN IT?
WHA'I' ARE `I`HE CHAlVGE1] CONGMOI+IS (]F THE AFtEA WHICH YOU FEEL MAKE `I'HIS
pRaPOSAL V+JAkItANTEa? ExFansian of existing facility, publie sewer,
demand fnr Varyi.ng serUiee retirement/naarsing care.
WHAT TMFAC'T WILL TkYE PR[3POSE£7 ZONE RECLASSIFICATIC3iV HAVL ON THE ADJACENT
pR{)PEP'I'1ES"? S„°0° P±.Ldd'a~
WHAT FAC"TORS SUPPt7RT THE ZQNE RECLASSiFICATIC7N?
See attached
WHAT NIP-ASURES I]O YOU PFtCIP[7SE TO MITiOp.'I`F, YGLTR PROPQS,4L'S YINPA,CT (]T'd
SURREIUNI)ING LAND USE? _ _ • -
Spon
C . PRELIMINARY SUBIlIVI5ZC31'+1 GENERAL rNFC)RIVIATTON:,
t~+TUMHER OF ~.aTS: 28 GRC155 A1tEA: 19.6 aczes ~~0/
TYPTCAL LJT 5I7.E: 1 1r 000 s. E. F'R(4]Pt]5ED NET DEN5ITY*: 3.1 Uril tS/aCre
$M,d.LI.EST LC)T SIZE: 11,000 5 , f . MNiMbJM FRL3NTf1GE: 90' at setbaCk, ~
PxLDPOSED SO[JRCE OF WA,TER:
IndiWidual we1ls ( ) PufaIic syscer~ ~ Private Cvmmunity System C)
Other ( ) - Describe:
PFCpPQSEI? MEANS OF SEVVAGE DT5FO5AT..:
Public sewer (Xy. CammuniCy systerrn Sepiic tan4c and drainfield
Doub2e Plumbing i) D'ry Sewer Othep
acscribe:
f.I'f'ILITY C!C3MpAMES AI4TD,IC1R UxSTRICTS 1rO PAC]VIl]E SERV[CE `I`O THIS PR(]POSAL.
Elecvicity: Washington Water Power Sewer. P.ablic
Gas: Wash. Water Prrwer Water. rnn~oi ; dat&,~i_ Phone: US West
DO YOU, C7R THE OWNER IN TE1E EVEI4IT YOU £]O NQT C7WN TFiIS PIt{:IP,ER'I°Y, HfLVE ANY
PLANS FC]R F[]"I`LTRE AI?IIITrC)NS. EXPANSIQNS [7R FCTRTHER ACT3VITY REL:A'TED TO THIS
PROP~SAL,? Yes = PdQ IF YES, EXFLAI1`+[:
The accompanying application is for fifty reti,rement apartments
adj acent to the east. ,
D. PRELTMYNARY SCTBDIVISIt)N IMPRC3VE~ENT INFOI~MATION:
I.EVEL OF STREET IlvIPROVEMENTS PR[7POSED. Private roads
Public rvads n Artenal roads Trpcc X road5
L7ESC3~E Al`dY COMBINATION OF ABC]VE: Publ ic cul-de-sac Far Eighth Avenuq .
~2rjyai e roads within the oresject.
ESTYMATFL7 T?ME PERTOD EXPEC`I'ED FOA CDMPL.ETE DEVELDPMENT [)F 'I HE SUBI3IVI5ICIN:
'Itiao to three vears .
TS PHASING JF'T'HE FiNALI7ATYON OF THE SC.IBDIVISIdN PROPQSEp? Yes '~4 No ( l
IF YES, SHClW PHASTNG ON T14E PRELIMINARY SUBDNgSI01V MAP.
1S I7EUICAT'IC)N OF LAND FOR PUBL,IC USE CQNTEMPLA'f'ED (Parks, schQals, e€c.)? Yes No (~X
IF YES, DESCFtTEE. * NET DENSITY TS UNITS OR LC3TS PER ACFtE MINUS PRIVA'i'E ANi7fl3Fi. PT.JBLIC RDAI3 AREA
o ,
-
, ~ -
~S'Pl.l KAl"q E COlJ NT1 DI!' ISION OF
BUILDING AND PLANNING
. • P'RELTMTNARY Si1BDIVI~ION AND Z(lNE RECLA,SSIFZCA'Ti(7N
AFPLICATION
Y
- PA12T I
.4
A. GENERA L INF{] RMATION:,
Ev. LutYreran Good 5amarxtan 5aczety D8A/
NAiNE OF RPPLTCANTIREPRESENTA7"IYE. ~5~,'kanp Va1 ley S Qr,d samari tan Villr3ge
MAILING ADDRESS; E. 17121 Eiahth Auenue
CI'TY: Greenacres STA'I7u. NA ZIp: 99016
e• 924-£Ifil
PHO1vE: (work) (home)
.
TF AFPLTCANT IS Nf3T nWNER, IN!CLUDE WRITTEN QWNER AUTHORIZATIQP+I
FQR APpLICANT TU SERVE A$ REPRESENT"ATIVE.
. LE,~'.,AL QV4'NER'S NAME: PHONE:
• NAILLING A-DARESS:
PRCl7ECTiPROPOSAL SITE AREA (acres or sq. ft) 19.6 acres
AD7A,CENT A,REA OWNED OR CDNTRQLI.EI] (acres or sq, ft.) Apprax. 146 acres
A55E5Sf]l~ PAR~CEL #5 OF FRQ.~ECTJI~RaAC1SA~. '~5245.9118, 4529I .9115
~ , A55ESSaR PARCEL #'S OF ADJACENT AREA C7WI%IED []R CON3'FtC]LLEI)
55193.9041. 55193.9023. 9024. 55192.9013, 9036,9017.
" STTiEET ADI3ItESS OF PRDPOSAL None assic;ned.
F.XISTING ZQNE CLASSIFICATIdI+i(S) (DATE FSTASI.ISt-TEI3) iJR-3. 5
Exts UYlC3~'VE.'1C]peClIVaC3ilt
~r~ r~s~ a~ PROPERTY
PRt]POSEI] ZC]NING UR-7 wr P, U. D. averlay.
CQNTPREHENSIVF, PLAN GATEGURY Urban
•
. ' . SCHOOL I]tSTRIGT Central Va11ey
FIRE DI5'1lUC'T #1 WATER P[TRVEYOR Consolidated
PROP05ED U5E i3F PRCDPERTY:
• Singpe fasnily dwalIings L)uplexes M~ltifarnily dweltings
Manufactured homes ~ j Business Industrial ( } Mixed Use { )
L]ther¢A -i]escribe: Retxrement duplexes.
LIST PRE`dIOC7S PLANNING I3EPARTMEIVT ACTiONS TAIWOI,VIIVG THIS PRC]F'ERTY:
' IUone
B. LEGALINE RECLASSIFYCATION TNFnRlk!YATI(71V.1
L4C:A'TI4N OP PAaPC~SP~i~: West vf Eiqhth Aveneze.
fi • ~X=' St" ~ - e
- SE~i QN 24 TOWNSHIP 25 RANGE 44
NAME OF PCIBI.TC R{]AD(S) PROVTDING ACCESS: Eighth Avenue
WIDTH dF PROPERTY FRONTING DN PTIBLIC ROAI7: 501
DDFS THE F'R4PQ5AL HAVE ACCESS TD AN AFtT'ETtItIL C3R PLANNEI} ARTERLAL YES W NO
N~dA1VIE(S) ~3F AR`'ERTt~I. ROADS
.
.
~ ~
SL]BDIVISION ANI-,,_ -NE RECLASSYFICATTON APPLTCI~~ ,c..,S Page 2 vf 4
~
.
•:j~ - LEGAL UESCIiIP'CIaN OF PROPERTY {Attach Iegal descriptian stamped by Land 5urveyns}, IINCL.UDE
LEGAL DF~CRIP'I'ION FOR ENnRE AREA T'O BE SiJBT7IVIDED ON PRELMNARY SUADIVISIC}N
14ZE4F ANT! REQUESTED ZCII*iING FOR EAGII L(3T AND BLC7CK F(7R MF,fi,'I'IPLE ZflI>iE REQC]ESTS.
See attaehed.
~ •
'.IF Yt3[J I3ID 1+1{]T HC]LD T3TLE TU PRC]FHRTY, WHAT IS YC}UF[ INTEREST IAt IT?
VVEIA'P ARE Tf iE CHANGED CC?I`TDI7'IONS OF 1"HE AREA V++HICH YC7ZJ FEEL MAICE THIS
PROPDSAL WARRAN'I'ED? ExPansion of e.xistang facility, public sewer.
demand fox vaxyirzg seruice retirement/nursing care.
-.ry
p♦ . ' r
WHAT IiVIFACTWILL'THE PR{]PDSED ZC]I+E RECLASSYEC,4TION HAVE OI+T'iHE ADJACENT
PROPERTIES? RaA a1-tached '
t .
WHAT FACT'OR5 SUFPORT THE ZCtNE RECLAS5IFICATTDN?
at-tached
. ~ -
,,~,,•iNHAT MEASURES IJO YOU PRQPOSE TO MZTIGA'T`EYOUFt PRdF05AL'S IMPACT DN
SURR4UNDING LAND LISE? - " _ _ . . . .
:G. PIZELTMINARY S[TBDIVTSIf7►N GENERAL IIV`FURMAT'IONs
•'r ` i►iLTMBER OF LC3TS: 28 GRClSS AREA: 19.6 acres
' T£PICALL L4]T SIZE: 11,000 s. f. PROPOSEI] NET DENSITY*: 3.1 units/acre
• - SMALI.EST LQT SIZE: 11, QfJ(} -S. f. MDTIlYIUNt FRQN'I"AGE: 90' at setback.
. PRf7PC}SED SOURCE OF WATER:
' Individual we11s ( ) T'ublic system ~ Private Gomrnunity 5ystem C}
ipther ( ) - 77escribe.
PROPOSEI71vlEANS OF SEWACJE I)I5P05AL,
Public sewer (X)K Commani[y System Sepuc t.ank and drainfield
Daubta Plumbing [ } Dry Sewer ( } Otizer
Describe:
' [ITIIJITY CC]MPANIES ANI)1DR I3ISTkZG'TS TQ PCtUVdDE SERVICE TOTHIS PRC3FC?SAL:
Electricity: Washingtorz Water Pswer Sewer. Public
Gas: Wash. Water Pawer Water Cnnsol idated Phone: U5 West
DCl YUU, t7R'THE l3WNER 1N THE EVEN'I YOU DO NQT O'4VN THI3 PROPEIIt'I''d, HAVE AA1Y
PLANS FC}R FUT'URE ADI3ITIONS, EXPANSTC7NS OR FURTHER ACI'IVITY RELATED TO THIS
PRtJPOSRL7 Yes M Na IF YES, EXPLAIN:
The accompanying applicatian is for fifty retirement apartments
;•~,r:''-
;,,.t.. adjacent ta the east.
D. FRELIMXNA.RY SIJSDIVTSION TMPRClVEMEnTT INFC3RMATItDN.
LEVEI, 4}F STR.EET IMPRCJVEIv1EN'C5 PRC3PC?SED. PriVate roads ()o
Pubhc roads ~(X Arterial roads ( ) Tract K raads ( }
~7FSCFiIBE A.~TY C(]MBI+~ATTC]N OF ABOVE: PubZic eu3-de-sac far Eic~hth Avenu~ .
s~ -
2ri3Mte roads witYtln t37e PzD7eCt.
EST'rMATFDTIMF PERIOD E:;i ECTED FOR CC7MPLETE DEVELOPMENT OF'rHE SLIBLIIVISTON
`Iwo ta three years
I5 PHASdNG GFTHE FdAiALIZA"I'TON OF THE SLIBDTVISIQIV PRQPUSEd7 Yes P§ No
IF YES, SHt)W PT3A5ING QP+]' THE PItELIM1NARY SUBDNISTON MAP.
IS DEDTCATIQI'd' OF I.ANT? FDFt PUBLIC TJSE CONTEMPLATF-I7 (Farks, schQals, etc.)? Yes No ()~K
IF YES, I)ESGRIBE:
* NET DENSI"x'1' IS UNIT5 aR LDTS PER ACRE Mltd[.TS PFtIVA'FE ANI]lt3R PUBLIC FtC?AI] AREA.
- ,
r
t5UBDIVISZON e4ND Z'aNE RECLASSTFICATIQN AF'F'LIC►ATZaN F'age 3of 4
pART 11
rTHTS SECTIdN QF THE APPLIC:ATIDN WTLL PRQVi17E THE PLANNWG DEFARTMENT" STAFF WITH
WRITTEIV `JEERiFIGATIdN THAT'I'HE APFLICANT H4S HAO PRELIlVfINARY GONSUI.TATIDN WITH THE
,s4GE1VCIES IDEN7'IFIEU. RESU.TS ❑F THE PRELTMINARY CdNSULTA'I'ION SHAT.L BE I1VCOkPORATEI7
I1V TF-iE PROPOSAI;,. BEFflRE FINAL SUBMI'ITAL TO THE PLANNTNC: llEPARTMENT
.
; . FIitE MARSHALLI'FIRE UISTRICT
' A. THIS PR()POSAI. I5 WITHTM FIRE ~'RQTE~Z~D C'[' Nq ~
. IR 'f'
S. e'a,DEC7i]AZ'~ ARRANGEMENTS (HAWE) ( AYE NQT) EEN MADE TQ MEET O[7R NEEDS
r . IN PROVIDINC'i FOR A.Ai ADEQUATE WA I'ER 5 D FACTLITIES FOR F'IRF,
PR❑TECTION PURPC)SES.
ar, C. 1ZECQi1+tMENDED FIL{.E F[.QW. OR UNASLE TO CAT..CULAT'E NaW
i• BECAUSE L15E I$1rIC]T DEFINITIVE; ANQ,~ W~,I,L BE I~ETERMI~L) AT" $C]~L.DIItiIG PERMI~i'
i' ~PLICA'~IOI~t 'T'I]VIE. !
' D . REQC)IREIVIENTS INCLCTDE: ~r~. ~ ~ ~~-C-C•~ ~`--'z~ ~r y,~ ~'c~s..;~
~~~ebu .
FIR$ I]I5'IRIdT SI .[".rNATuREITYfLE I3ATE
WATEit PURVEYUk
A. SATISFACTC]AY ARRANGEMEN'I'S C WA'IER AND FIRE FLCIW
REQT.,TIREMENTS (HAVE) (HAVE IV{QT BEEN MtlI3E.
B . REQUIREMENTSiCOMMENF'5:
A~
A
WATER DISTRICT SIGNA E DATE
Cf1U1siTT' ENGINEER ~
A PRELIMIN.ARY I)ISCCISSIaN HAS TAKEN PLACE ANI7 GENERAI, REQUiREMEN'TS FOR RQAI]S
, AND I3RAINAGE HAVE BEEN I]ISCLT;SED WITH THE AFPi.ICANT.
.
A. CUMMENT$: ` t
° - •
-
. .
A
COf]NTY UTILITIE5
. A PRELLMINARY AISCt7SSIDN HAS TAKEN FT.ACE AND GENER.AL. REQUHtEMENTS FOR
• SCT$MT'I TAL +OF `I'HTS PROPOSAL (HAVE) (HAVE N T) BEFN S,AT'IS~D. Ti~ i]ESIGATA'~ED '
WATER PURVEY~DR FOR ~['F3F5 SIT,E IS ~+A--~-e
A. COMIlENTS: _Laa.( A- I P ,e r S-e (-J, L -t
-"~~~;a, ' • d
'6r'z ~ ~
' - SIGNATURErrI'F'L.E~ bATE
. . _ .
HEALTFI I)ISTRICT
, A PRELINIDtiiARY DISCLTSSIGN HAS TAKEN PLA RAL REQLTIREMENTS FOR
SUBT'vITTTAL QF THIS PROFCJSAL (HAVE) IiAV1t N{]T) 87/'111,44 SA'T~iSF~B. A . CGMMEN'T`S: -Te~..
i = r
~
' I ~•~~`4 ~ ~
SI(~NATLI~"tEJ~TLE ~ DA
SEVV'ER P[]RVEYvR
A PRELIMIly°ARY DTSCiISSION HAS TAKEN PLACE ANT) GENERAL REQliTREMETV'I'S FOR THE
PRaVISTpN QF PLTF3LIC 5E°WEFt AREE TTNDER5TO4]D BY THE APPLICAN I'.
A. COMNENTS:
~OIL~- - ~ C• ~ ~ ~
- SICNATURPlI'I`I'LE Dp'(E
5tik°t ' .
.
. , -
SYTBDIVI5ION AND ZUtVE RECLIHSSTFICATION APPLICATTON Page 4 vf 4
PAIZT III
sURvvEYoR ~ERIFIeATION
L THE UA1DERSIGNE]], A LICENS$D LA1*tLy S[]RVEYC]R, HAVE CdTvlFLE'FE$3 `IHE INFDFtMt1`I'T(]N
RE ANaU'THE ZC3NING MAP, LEGIIL. DESCRIPTItDN, AIVD PFLEI.IMINAR'i' PLAT HAVE BEEN
EOR UNAER MY SUPERVISION TN ACGORDANCE WITHTHE FtEQiJIR,EMENTS OF
dUNTY ZC1NING1SUBDiVISION REGTJI.AT'IaNS AND THE LAWS ❑F THE ST'ATE OF
Nr I .
0
S ,GI'1ED: DA'I'E: `~~s
RESS: ~ 1,96
PHONE:
ZTP:
gART Iv
ry •
(SICiNATURE DF PRQPER'I"Y oWNERS OR LETTER 4F A[]THORTZATI[7N)
i
, i .
` I, THE UNDERSIGiVEll, SWEi AR DR AFFIRM i71iT0EPt PENAY.`I'Y QF PER,IP.TR'Y THAT THE A13OVE
RESPQfNSES ARE INAI7E TRLITHFCTL,LY AND TOTHE BEST C}F 1VIY KNDWLIEL].raE.
1FURTHER SWEAR C)R AFFIRM 'I'HAT I AM 'FHE (JWN-ER OP ItECDRb OF THE AREA PItC)PC?SED
~ FOR'IHE PREVIE][35LY IDENTdFiED LRNiD i7SE AC'Z"IQN, OR, IF NOT TEIE OWMER, ATTACHET"]
H}ERE`4VI'TN IS WRI`1'~N PERMISSION F`ROM T~TE OW1VER A[]TY°Ic7RIZING MY AC''If3NS DN HISII~ER
. 7 1 Ei],A.l.eF.
~7
Soci
SIGIVEISThe EvanqelicaZ Lutheran Gvad 5amaritanDA'TE:ty 7/8J95
y A,DI7RESS: 4800 W. 57th Street PHC?N,E: b05-362-3100
Sioux Falls, SD ZTp; 57117-5038
: ~
~
t~ •
,7u1y 8, 1996
SIGIYA'I'LTRE Of AFPLICAVT OR REPRESENT'A'FNE DATE
. ~ .
STATE UF WASHINGTQN )
State of 5outh Dakota;
County Df Minnehaha ,
Subscribed and svavrn to before me this 8th day af ]uIy 1996, by Bonnie Brakvn.
~ s_~:..~~.~:.~ ~ Ia~ 4 dj wil r"
~ iELL7''fE A. FARFtELL •'a' ~ Notary pubfic '
W411 NOTARY PUSLCC ~ EkC
S4C1TH [7AKOTA ~
~ ~;».~~,m~,~:.
- . . _ . . . . y • • - NIy cvmmission exptires. 9-5-03
,
, > Y
' OCT D l 1996 ,
.
;
;
C) u ~ -r ' -Sr
OF"rF or. 713E GavNrr F.Mr,aNFFR + AD[vtssoN qF xitr. PuDz.ic WoRxs C3EPARrNtriw
Rcanald Cnunky Cnginccr 'l7ennls M ScQct, P1_. Directvr
AGREEM'!.~T T~ PAY FEES -
ENGINEERrS ~GREEMENT NUMF3ER -1-
.
'rhis agreement bctweeri'Spokarie Cou.nty atid jim ]7.ro pers
4nzl s pcrgvril
wvhase iinterest iai the project Cs t
kr,c. uwacr. ngcn, a
is ea7teced Rntv thas 30tb day af 5epternbex ,19 96 , This agrccmcnt is applicublc [ra the projcce
3CI7oWd1 aS. V7;lleY RqC], er E1.Cth•'a&Ver WE".St 4]f `'Shirley Rocld
p ct 0 s,tcta.r ar mc r% i,ie Purtz c-m-0 '
7h.at the it'claviduals and garties named hercin as ]ia'vitig arl lnterest in the abovc (Rescribed prvperty or prvJecC
agrce za rhe, fo]'lowing, ,
E. ReirrsEaurse SpQkarie County f+nr projec# reuAevt+ and 'ans,p'ection ~er-s as specifcd in +Chapter '
•9.14 raf the Spokane County 4:nde, fihe fees wx1l he based on actcsal sa['ary cnsrs inGUrrcd hy Spokxtae County For praject rcviews and 1 ur inspecEions plus a ten percenk
' adminis(ratcve Lhargc, and wili be kaalled nacrntla]q as accrued, ,4ny biI]ing ai-naunts dve,
including any eacpenscs incurred ara the callcctian of an averdur, account, niust be paid
prior ta tiGe ~ounty°.q nc:ceptance of xhe project far filing. If aproject is approued'gndlor,
f@ed wilh a balarace sti[1 vwrng, the ❑npaid badaraue sha][ be paid within 3(] rlays of the
~
3nVoiee dale. . .
2„ 'I'he undersigried agrees ili.il ilte5e tees are. due and payabfe upan rcGe:ipC of the bil]i~rag as
spcciCied above.
3. Any invoices nat paid suitlixn 30 c3ays oF che invnice daCe wiHl 'he Gonsidcrec] dclinqrsent. •
If any outstarsding traGancc om the eccc,u~t for t[ais project is -not paid within 30 days c,f
thc invaacc date, no furtlter reyiews of the pxojeet dneuments will be conducccc3 un1i1 the
etstir~ accvunt balanGe is pa[d. 1'kny bataraee on the accaunt for this pcc,jec[ nat paid
within 65 days vf the h]vaice date tiiay resulC fia [egal act'rQn Qr the initiataan of other
eo]Cection procedures, ixictud"tng i ererrxl tv a coIleGtian agency, The Spolisor will be
[9ab[e for wty and aIl expcnscs incurred hy the Cauniy far tlze col[ecxinn nf ovcrdue
accounr:fi. ,
4. The monthly bilting sfiauld be sent co the atkntarar, ❑F: '
l,,AdVfF_: Suokane Va11'ev' GoQd Samaritanr Attra: Ji.m I7roppers °
A.DDRESS: 77121 E. 8th Avenue
CT'I"Y, 5TA'TE: Swkan.e, WA
,
Z.E]P" C'QDE: 99216
, . ' PHONE (509) 924-6161
• . - . ' ,
$undeFsfand lhaC fai[urc Io Pay thesc fUeS may re.stilt in dc[ay ira ~cvmpletiort or apprvva] v1" Lbe pzaject oi- ather
poSCible sanctio~.
X ~~.C th'is fee agreernent is cos~a~rleCed by sarnec~a~e vi]a~ex t]aar~ the S~3~,ns~rr (Y.e., Clae project
awner or apzincipaf in the frm sgansaring the ~rojm.Q, such as the Engiraecr design3rag
ahe praject, [hcn written aLzchariza[kon train ,Che Spansvr Specifica4]'ly aucharixrng the
Agcnt to execute this Fee J#grrermcnf 4, !at'acF~~;d~,'tv t~tis ree ~1,grccct~tnt.
SzGNATURE By: .
l~.
(~'W~'T ~TA1~E) ~
RE7'URN YELLOW COFY TCl SP~KAN'E C(?I3NTT' U(N.ONEERa
k1p1f1agrectn~n,Fce ~'1193
~
1026W liroadway 4ve: ~ ~ilokarse. 1+5xA 99760.nt70 - Mno% ars 9x"%
' .s •
S ~p~~~lZane -
..;~OValley 11707 E 5prague Ave 5uite 106 i 5polu ane ValleY WA 99206
509.921.1000 1 Fax: 509.921.1008 • c}[yhall9spokanevaEley.org ~
March 9, 2005
Ann Higgins
National Fire fnsurance Compaaiy of Hattfoni
222 S. Ninth Street, Suite 3010
Nlinneapolis, MN 55402
Re: PE-lSU3-96 Valley Ridge PUQ
Surety Bvnd # 141414813
To Whorn It May Concem:
Thas is tv notify yau that Evangelical Lutheran Gavd Sarnaritan Svciety has successfiklly
connpleteci the street canstrructian and inspection for the Valley Ridge PUD PE-1803-96.
`I'he City of Spokane'Valley, the legal successvr to Spokane Courrty since the
incvrporatian date of 1VIarch 31, 2003, herehy releases all interest in Surety Bvnd
# 14141 4S 13 for the full amvunt. The requirements have been satisfied.
Ff you haVe any ftirther questians, please contact cne at 688-0185.
Sincerely,
Tvhn V. Hohman, P.E.
Sennor Engineer
cc: risn Qroppers-- Evangelical Lutheran Ciaod Samaritan Svciety
T3epartrnenl of Public Wvrks - I]eveiopment Praject File
~~MORANDUM
AWjlw TAYL[JR ENGfNEERIlNG, 1NC.
W 1436 MISSTQN AVE, Si TZTE 206
SPC3KAN"E WASfIINGTC7N, 99201
Phane (509) 328-3371 Fax. (503)328-8224
Date: 5l26198
T'Q Doug Busko
Spnkane County Public Works I)ept., Divisiora afEngineering and Roads
FFZOM: Darin Maore
RE: Ua11ey REdge P LT.D Itesubmittal
Dmug, _
Attacfied a,re fhe reWised plans far the 4'alley R.idge P.U.D. We hade incoiparated the cQtnments ftom your first
review and the desigrr deViativn conditions, both dafed ApriI 27, 1998.
1. Each intersection listed 'an the review Ietter has been re►Tised to pravide a 547' landing with a maximum 2°/v
grade.
2. A 12' wide, 6" thick graael access raad has been provided ta the evapvratic►n pvnd with a maxirnum grade of
2qp!'a.
3'VVe are curi'ently in the pracess of awarding this jab tv a local cvntractQr For the sake of continuing the
apprvval pracess, we haVe shown a 6' chain Pink fence around the evaparative pond. HoweVer, our ctierat
strvngly vbjects ta this requirernent. Aurc clienk plans to cantinue to protest #his requirement in hvpes
that it will he waived pri4r to the cornpletian of construction. Much effort has been given to the layvut
and planneng of ttus project in an effort to maintain its natural aesthetics iJur client also feeis that since this
pond is 1ocated in an isvlated area, on private property, that the cnunty has na tiability far this pond. By
design, this pond will never haVe more tharg 1, 7' of standing water. Dur client fee1s that the risks of building
such a pond in this type of community tia nat warrant xhe expense ❑f installing this fence nor daes it warrant
ruining the natural appearance of the area
4. The Gaod Sarnaritan Society acl:nowledges the tra.ffac signal assessment fee vf$2,250 and is working with
their eooperate affice regard'ang payment.
5. `hM33d"S5an~t ~n#&@eiet~,ac'kna~ed es that S okane Gau . -_umrfg ~ 'tnsp:e .M n~~
~t~dg ~ 0MMOf -14-5-1~0 w. Te.Z_~ arg,curren, ITirevgb o ncii ng-0 ptiori.~. r
Please reView these plans fcrr conformance with Sp4kane Count}+ 5tandards. Tay1Qr Engineering will be
perfornvng the construct'son inspection duties and repcsrting ,progress to your affice once constructian is
underrvay. Tf yau haue any questivns ar coneerns, please ca11,
`I'hank You,
Dar;n L. Moore
CG: ]im Drnpgers
BOh„ ESTIMATE ~
PROJECT Valley Ridge PUOIFIora Lane NAME Doug Busko DATE 27-Apr-98
DRAINAGE ITEMS UNITS QUANTITY PRICE COST
1) Orywell - TYpe A EA 1350.00 0.00
2) Dryweil - TYPe B EA 1700.00 0.00
3) Grate - Type 1 EA 320.00 0.00
- 4) Grate Type 2 EA 34500 0 00
5) Grate - Type 4 EA , 30000 000
6) Backfitl For DW CY 17.25 0.00
7) Concrete Inlet EA 800.00 0.00
8) C.M. Pipe 1(" Dia. LF 24.00 0.00
9) C.M. Pipe 17' Dia. (for 26 approaches) LF 520.00 27.00 14040,00
10) C.M. Pipe 15' Dia. LF 29.00 0.00
11) C.M. Pipe 18" Dia. LF 30.00 0.00
12) Precast Manhole EA 1500.00 000
13) Solid lid EA 325.00 0.00
14) Ddch Excavation CY 10.00 0.00
15) Sod SF 0.70 0.00
NON STANDARD DRAINAGE ITEMS
1) WilbeR Vault Curb Inlet EA 250pp 0.00
2) C.M. Pipe 24' Dia. LF 45.00 33.00 1485.00
3) 0.00
4) 0.00
5) 0.00
6) 0.00
DRAINAGE SUBTOTAL 15525.00
16) NSonuments EA 1850p 0.00
17) Barricade LF 35.00 0.00
18) Street Signs Ep, 90.00 000
OTHER SUBTOTAL 0.00
GRADING, SURFACING, CURB, AND SIDEWALK
19) Rough Grade CY 577.00 1000 577000
20) Top Course CY 448.00 15.50 6944.00
21) Base Coursq CY 15.50 0 00
22) AsphaR Concrete Tons 263.00 46.00 12098.00
23) Curb Type A lF 7.50 0.00
24) Curb Type B LF 8.50 0.00
25) Curb Type R LF 8.50 0.00
26) Sidewalk SQ YD • 17.50 0.00
NON-STANDARD ROAD ITEMS
1 ) 000
Z) 0.00
3) 0.00
4) 0.00
GRADING AND SURFACING 24812.00
/ CONSTRUCTION TOTAL $ 40,337,00
~a/~G- CO~S<• _ ! O o
. ~
~
BC]iN- cBTIMA7E ~
PROJEGT Valley Ridge PUDIEtgh1fi Lane NAME doug Buskv E7ATE 27-Apr-98
DRA[N4GE ITEMS l3NITS QUANTIT1' PRICE C05T
j~Drywell - Type A EA 1350 00 0.00
2] Drywefl • TYRg B EA 1700 00 4 00
3} Grate - Type I EA 320.t)0 ❑ QO
4} Crate Type 2 EfV 34500 0.00
S} Grate - 7ype 4 EA 300.00 4.00
fi] Backftl1 For OW CY 1725 000
7} Corcrel'e Inle! Eq 80000 000
8} C M Pipe 1 Q" Dta LF 24.00 Q.pO
91 C.M Pipe 12' Dra LF 27.00 0.00
103 C.M. Pipe 15' Dia. LF 2900 [},00
11] C.CN. Pipe 48' Dia. LF 3(}{)0 000
12) Precasf MaraWe E4 150000 0.00
93] Sofid Gd EA 325.00 i].QQ
] 4] [3dch Exea•ratian CY 1[5.00 0.00
15) Sod 5F 070 000
NC7N STANDAR❑ ORqINAGE ETEi41S
1) Vlfdbert Vauk Curb Inlet EA 25000 000
2) 000
3} 000
4) 0_00
5) 0 00
6} 000
17R.A1NA[3F Sl18TdTAL 0.00
16} Monuments EA 18500 a.pC3
17} 8arncade LF 3500 0(}0
18} Sireet Signs EPI 9000 0.00
C3THER 5UB7aTAl, ❑ pQ
GRAOING, SURFAC?NG, CLJRB, AND S1pEWAL3C
19) Rough Grade CY 35100 1000 351000
201 Tap Caurse CM 27300 1550 423950
21) Base Caurse CY 1550 0.4€3
22) AsPhalt Cvncreie Tans 16000 4E'r.DO 7360[)(]
23} Curb Type f1 LF 7.50 000
24} Cur4 Type B LF 850 O.IX]
2SJ Ctirb Typa R LF 850 0.00
26) Sidc-rdlk SQ Yf3 1750 0.00
NONSTANDr4RD ROAI] fTEMS
1) ❑DQ
2) 0.00
3] 000
4} 000
GRAQlNG AN[] SURFAGING 1510150
C(]NSYR!lCTiON TC#TAL $ 15,101.50
BON~ E5TIMATE ~
PRDJECT Valley Ridge PUDlSeventhfJerstad Lanes NAiWE Ovug 6uskfl DA7E 27-Apr-98
DRAIPIRCE ITEI4IS ~ UNITS L1UANTaTY PRICE CC3ST
1) f7ryvell - Type A EA 135000 0.{)0
23 Qrywetl - Type B EA 170000 0.00
3) Grate - Type t EA 320.00 0.40
4) Grate Type 2 EA 345.00 000
5} Grate - Type 4 E4 30000 0.00
5} Backfll Far DW CY 17.25 0.00
7) Concrete Inlet EA 80000 0.00
S} C.M. Pipe 1[]' Dia E.F 24.o0 aIX}
9} C M. Pipe 12" [Jia. LF 21 Q 00 27.00 5670.00
10j C.M. Ripe 15" Qia. LF 2900 0.00
11) C.M. Pipe 18' ❑ia LF 3{} 00 0.00
12} Precast Manhole EA 950(}.00 000
13) Solid lid EA 325.00 D OD
14] [3deh Exaawratton CY 1000 IJ 0(lh
15) 5od &F 030 000
NON STANDARp pRAINAGE 11'EM5
1} INdbert Vault :urb Iniet g,q 25000 00 0
2} G.M. Pipe 24" Dia. LF 12500 3300 4125.00
3) (1.00
4) 000
~ ~00
6) 0.00
❑RAINAGE SIJSTOTAL 9795.00
16] Manutnents Eq 185.00 000
T 7) Barncade LF 3500 000
18) 5treet SEgns EA 9000 0.00
C]THER SUBTQTt4L 0.00
GRI4QING, SURFACING, CURS, ANd 51DEWWALK
19} RQUgh Grade CY 1140.00 iD il0 11400.00
Zf]} Tap Course GY 887.00 115.50 13748.50
21) Base Course CY 15.50 0.00
22] 14sphak Concrete Tons 51900 46.00 2357400
23] Curb 7ype A LF 7.5o 000
24} Curb Tppe B LF 850 0.00
25} Curh Type R LF 8.50 0.00
ZS} 5adewalk SQ YO 1750 000
NON-STA1+Ib,4Rp R[?Af] ITEA14$
1] ~m
2) 000
3] 000
4} 000
GRADING,AN[} SIJRFACIhiG 49022,50
C(7N5TRUCTI[7N TO7AL 5 58,$17.50
~
6ONu tS71MRTE ~
FR€7,1ECT4'alley Ridge PLlQNalley Ridge Lane NAME Doug Buskcs DRTE 27•Apr-98
C}RAlNAGE ITEl4tS UNII'S QUANTITI' PRICE COSt
~~OryweR - TYPe A EA 135000 0.00
2] Orywe11- TYie s EA 170000 0.04
3} Grate - Typc 1 EA 32000 000
d} Grate Type 2 F-q 34500 0.00
5) Grate - Type 4 EA 30000 000
6) $ackfsR For DW CY 1725 0.00
7] Concrate Irslet E4 80D Of} 000
6} C M Flipe I C' ai& LF 24.00 000
9) C M Ptpe 12' Dia LF 4500 2700 1215.00
10) C M. €'ipe 1.i Dia. LF 29.00 000
11) C.M. Pipe 18" Dia. LF 30.oo 000
12} Precast Manhale FA tiSXQ(] 000
13} S410 Gd EA 32500 0.00
14) [3dch ExcavaWn CY 10.00 000
15) Sod 5F 0.70 Q.DO
N{]!V STAIVDARD DRAINAGE IYEMS
1) VYilbei Vault Curb Inlet EA 25000 0.00
21 C M Ptpe 24' Dia LF 4500 3300 14$5.00
31 0.00
4) [i.0i7
-9 a aa
6) 001)
DRAIIVAGE SUBTC3TAls 2700 [D
t&} Monuments EA 185.00 000
17) 8amcade LF 3500 Q.QI]
18) 5treet Signs F-A 9000 0.00
OTHEFd SLJc3i'QTAL 000
GRADfiNG, Sl1RFACING, CURB, AN[7 510EWALK
19f Grade CY 37400 10.00 374000
23y ToF Course CY 291.00 1550 451050
Z1a Base Cc+urse CY 15 SQ 0.00
e2} AspFraPi Concrete Tans 170.00 46.00 782100
23} Curb Type A LF 750 0.[}0
24} Curti Type B LF 850 000
25) Curb Type R LF 850 a Od
25} SideN*alk 5Q YD 17.50 Q Qa
N4]N-STANDRRD ROAD lTEMS
000
~ ❑ 00
~ ❑.0Q
4) 0,00
GRADING AND 5URFACING 16070.50
COHSTRilCTI01+! T[?7AL $ 18.77050
( . C
STREET QUANTI''z ES
PRL7JECT NO.- PE-18 03 DESIGNER- DOL7G BL]SI.O DATE- 4 /2 7/ 9 8
PR{]JECT DESGRIPTIaN- VALLEY RIDGE P[1D, GQ{]D SAMARITAN GEAITER
STREET 1 1
NAME- EIGHTH LANE LENGTH- 12 fi4 . 0 a FT. WIDTH- 10.00 FT.
SEGINNING STATIQN s 0.00 ENDING STP,TI❑N 1264.00
ONE 5Ii}E QNT,Y PWIDTH= 15.00 EWIDTIi= 5.00 QWIDTH= 0.00
TERP+I 1 : CHOPPED
TERM 2 : CHflF'PEd
ITEM MEAS[TIfiEME1VT QLTANTITY
---------------_-----------------w_-_-__------------------------------------
S'{TRFACE AREA- 12540 . 00 5. F.
ROADWAY EXCAVA,'FIC]N 0.75 FT. 351.1 C. Y.
CRUSHED S[1RFACTNG TOP COURSE 0.58 FT. 273.1 G. Y.
CR[JSHEI? SURFACING BAS E COURSE 0.00 FT. 0.0 C. Y.
ASPHALT CONCRETE 0.17 FT. 160.0 TONS
CURB TYPE A EXISTING 0.00 FT. PROPOSED 1264.0 FT.
STREEZ` # 2
NAME- VALLEY RII7GE LANE LENGTH- 396.00 FT. WIT?'I'H- 34.00
SEGINNTNG STATIOId = 0.00 ENE3ZNG STATION = 396.00
TERM 1 : CHQPPEG
TERM ~ 2 : CHOPPED ITEM MEASLTREMENT ¢i]ANTTTY
SURFACE AREA- 13464.00 S.F.
RC}AQWAY EXCAVATIC3N 0.75 FT. 374.0 C. Y.
CRUSHEQ SURFACIATG TOF COURSE 0.58 FT. 290.9 C.Y.
CFtBJSHEB SCTRF',ACING BASE CDURS E 0.00 FT. 0.0 C. Y.
ASPHALT CO3+iCRETE 0.17 FT. 170.4 TQNS
CiTRB TYPE A EXISTING 00 FT. PROPQSED 792.0 FT.
S'I'REE'I' # 3
NAMEY FLDRA LANE LENG'I'H- 569.00 FT. iiFIOTH- 34.00 FT.
BEGINNING STA'I"ION ~ 0.00 ENOZNG S'I°ATION = 569 . D0
IY+1TER ~ 1 T IAk'CL[7UEA I5W'IDTH = 34.00 SK = 0.00 RAD = 30.00
'I'E]R.M 1 : CHOPPED
TERM # 2 : CHOPPE'D
ITEM MEASUREMENT QUANTYTY
SURFACE AREA- 20752.28 S. F, ROAI3WAY EXCAVATION 0.75 FT. 576.5 C.Y.
GRi35HED SURFACING TOF COURSE 0.58 FT. 448.4 C. Y.
CRUSHED SURFACING BASL COURSE 0.00 FT. 0.0 C. k.
ASPHAI,T CaIFfCRETE 0.17 FT. 262.6 °I'+QNS
CURH TYPE A E}CTSTING 0.00 FT. PROPOSED 1138.2 FT,
STFt.EET 1 4
NAME- 5E+7FNTH JJERSTAa E5 LENG7CH- ' 1083.00 F(. WI i]'I'H- 3
BEGINNi TNG STATIOH = 263.00 ENI7ING S`I'ATION = 1346.04
INTFFt 1 T INCLUDEE3 ISWIf7TH - 34.00 SK =0.t70 RAD = 30.00
ANTER ~ 2 T INCLUDED ISWYD'I'H = 34.00 SK =0. 00 RAD = 30.00
INTER ~ 3 Z° II+TCLd7DED ZSWIDTH = 34.00 SK =0. 00 RAD = 30.00
TERfi+i ~ 1 : CHOPPEG
TERM 2 : CHaPPED
ITEK MEASUREMENT
QCFANTITY
SLTRFACE AFtEAy 41040.85 S. F.
RdADWAY EXCAVATIC]N 4.75 FT. 1140.0 C.Y.
CRUSHEI7 SURFAC I NG TOP COi]R5 E 0.58 FT. 886.7 C . Y .
CRUSHED SURFACING SASE CfiICTRSE 0.00 FT. 0.0 C. Y.
ASPHALT CQNCRETE 0.17 F"'I' . 519 .3 TG1NS
cURB TyPE A EXISTING 0.00 FT. PROPQSED 2156.7 FT.
TaTALS
RtJAI]WAY EXCAVATION 2441.6 C. Y.
CRLISHED SURFACING TaF C{DF,IRSE 1899. 0C. Y.
CRUSHED SURFACING BAS E COURSE 0.0 C. Y.
ASPHALT CQNCRETE 1112.3 TONS
C[TR$ TYPE A
6n t~ p ~ ~-e+►~ t~'~ ~ ~ r a t, ~F , :S ti G; !,fA ~it 466 Y/T'$t hE r +Cc~y
~ To~~t. r►~'~`~RS~~~~o„1 Y~u,c++~{~ '7~~~►~~rL 5rce~~ (444
a~s~. ~c~ ~
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~IQJ#g'rtw+~.+~"T5 ~ (~•i~ -~Y~~~~~~ = ~ , ~ Ca~g~d~.~,G.,~„ ~.~Gl
~ ?a Q ~ T4r* L I a rECTro4/ ~►a~~,~ ' ~~G4-~ 1~~ ~ ~.7 ~
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17 7o
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~
OFFICE OF THE COdJNTY ENGINEER
SPDI[ANE COiTNTY F WA5HINGTON
T0: BILL HEMMiNGS
FROM : l7.AVE BERTC?
I]ATE: Augta s t, 31, 1998
SUS4TECfi: BOND zTEMS P1803 VALLEY kIdGS PU[]
The bond for the abave mentianed project is far the
following itetns:
1) A1l the iLems Qn the approved road and drainage plans
with the exceptian of the sod for the °'208" Swales.
S~3U~i1e w4
~ ~
i
~ ~ s~~~ ~
~ y ~ 09 MAR m r:~sa $ -
cn[rsa:
11707 E. 5prague Ave., SuiTe 106 mailed From 99206
Spokane Valley, WA 99206 l7S PO5T►4GE
i ~
j ~ ~ ~ F~ ~ ~3~~ •S~•~+~
FF! 1~P1 9f lPfi F!1 i 1 1 P 11 1 1!~l11#
7? Q'~7%~124
r.a
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. ~ . CdSV 6 ~S- ~.3 r
S ip Q ~ A N E ' C Q iJ N T Y
L7IVISIC]N OF EAIGiNEERhVG AN[] Rf7ADS A D[ll[SION OF TIiE PUBLIC WORKS DEPARTMENT
~
ppeil 21, 2004
Mark Krbgbaum, P.E.
CLC Associates, Inc. 12730 E Mirabeau Prkwy., #1 D0 ~
Spakane, WA 99216 ~
~
Subject mmll
Qrainage Plans and Repart - Submittal #3
Dear Mark, '
We have reuiewed your March 31, 20414 suhmif#ai of the road and drainage design dacuments
fvr this praject. This submittal addressed or resalved most af ttae items in our previous
December 5, 2063 review letter Follawing are aur general comments and the remaining items
that need t❑ changed ar adequately addressed privr to runrring the street plan mylars.
1, My contention an the pavement design based upon the submitted geatechnical field
work would have taeen that silfy (ML) sraifs wauld be the poarest expected subgrade
condition requiring 4" asphaft vver 6" gravel base per the table for iocal, residential
streets Since yvu are now prvposing a raughly equivalent 3" asphalt euer 8" gravel
base, fhe tssue €s naw closed to me. Yaur construction nvte to over-excaVate by 2' in
rock or ciay zones and rebuilt the roadbed with granular fill is satisfactory.
2. Whi[e it is true fhat a small orifice diameter is needed if an orifice feature is used, there
are no significant d"rgits t❑ the estimated 2-yr. ar less design storm runcaff and a minimal
release rate say up to 0.1 cfs cauld be entertained relative to the fictianal .02 cfs. The
small arifice is problematic, but since the vutlet structure is fully visible to acasual
observer the plugging can be easily seen and 'dealt with. Yau may want to cansider a
narraw slof approximately 'l4" wide up the standpipe. These are less affected in their
discharge by a few sticks or other object tharr asingle hole.
3 The destination af fihe Pond C overflaws is in a geofogic region of shaulder har depasits
that are tYaought to have same degree o€ hydraulic conductivify to the adjacent rnain
aquifer deposits to the narth, alfhaugh cvnfirted deposifs are possibfe. SubsurFace
dispasal management on a design storm Qr annual basis is not normally applied to these
situations, only regartiirag the storage and c❑ntainment of peak flows. Unfess there is
specific knowr[edge of svme inadequa#e candition at the dispasal end, to which County
staff is nat aware vf, we believe the currently propased discharge plan is apprapriate
RIE, ommend that the facigities located in the City of 5pakane Valley be
4hJ#da9 r tal on-site and naw aff-site cantrihuting basin. Thefnai report still
❑nly analyzes t ifafl line from Pand G and exasting cufvert for the 50-yr, design flows
A; Rvpf9e2Mnee 100-yr. emergency auerFlaw case. Riso, we didn't see any inventoey
?D rnap & dawnstr analysis far the Gity facilities in the final repvrt that is required in the
U no r"lN es for this ty+pe vf sitsaatian. ,
1026 W. Braadway Ave o Spakane, WA 99260-0170 o{509} 477-3500 FAX {509} 477-7655 (2nd F[oflr) 477-7478 (3rd Floar) a TL}I): (509) 477-7133
4. We don°t like bring up a signifcant canstructian item at #his late time in #he review,but
the Type 1 CB's heing used in the outfall line have irrwert depths of 7' & 15 ft. and they
need tv 'he standard WSDLT Type 2 GB's or Counry lJt[lity 5DN1H's with ladder access.
If you haue any questions ahout this review, please contact us at 477-3800.
5incerely,
Matt Zarecar, P. E.
DeVelapment Services EngineerlManager
W.
+Gary W. Nyberg
Plan Reuiew Engineer
cc: Gevrge I'aras - PraJect Appaicant
&hn F`i~~man, City &f Spok~ane V'aIey
Plat File
i
08/22198 "TLTE 13:56 FA% 509 882 4125 SPOKANE VALL'EY FIRE DEPT $UILDING GQDES Q002
- _ ~
SPOKAlVE VALI.EY FiRE DEPARTMENT
~ 5pakane Gounty Firie Urstrict l
10319 EA$'65PRAGUE AVE. a SPUKANE. WA 99206-3676 9 (5(}4)928-1100 ■ FqX (509) B92-4128
R. PoF HurnPhrigs
Gt1ie1
Septernber 22, 1998
FranCine Shaw
DeparLment of Suilding & Planning
1026 W. Srradway
Spakane, WA 99260
RE : Val Zey Ridge P,U. D. '
Dear Ms. Shaw:
The 5pokane Valley Fire Depaa~tment's will noc require a fire
apparatus turnasouAd at the end vf Jerstad Lane (Lats 15 & 17).
SiACe~elEf,
ICevx Mlller
Fire Inspeetar
KNltmd
, .
, _ . ~ -,S
FF2[7M ANGLE T3IST NC3RTH EAST TO
V~ffi'IWPREE r''LAT Bfl vi+DRl' 4-14-9{9 D. BERT❑
5 1000. Pd~~00 1 000. 00000 i
1 XkVV IV 89 33 41.0. W 667. 7000 1005.11133 332.31956 C
2 INV N 0 29 59.0 E 613.9000 1618-98798 337.67361 3
3 IIVV N 0 19 12.0 E 666. 9500 2285. 92758 341. 39874 4
xNV 5 89 15 28.0 E 668. 150$ 2c77. 272►+6 1009.49268 5
5 I NV S 0 18 23.0 4A1 667.3100 1609 . 97200 1005. 9?426 6
6 INV s 0 33 24.0 W 610. 0Q~~0 1000. ~0079 999. 997~0 7
LAT & DEP --0a 00079 0.00220
7 HC},.,f7SE 5 70 15 10.4 E 0.0023 1000. 00000 1000. 00000 1
C REC = 1 TO 1663248 Area = 854566.74 sq ft 19.61815 ae
FROM ANGLE 1] T aT MORTh! EAST TO
TRACT fl AREA
AUTCk INVERSE
STAFtT 1000. 00000 1000. 005~00 1
J. INV N 89 33 41.0 W 667. 700~ 1005.11133 332. 3i95Ea 2
2 YNV P! 0 29 59.0 E 475.2500 14$0. 343c6 336.46455 !9
8 IiVV S 50 31 21. 0 E 135.6600 1394. kCt94~0 4~'+1. 17702 9
9 INV S 39 28 39.0 W 67. 39iOO 1342. 07739 398. 33213 10
10 IfVV S 5O 31 21.0 E 180. 7400 12217.16739 537. 84,069 11
11 INV kV 34 13 28s 0 E 281.1800 1459.65845 E+95. 98650 12
12 Y iVV N 50 3121.0 W 125. 0000 1539. 13035 599. 5G3221 13
13 IIVV N• 39 28 39.0 E 42.7400 1572. 12026 626. 67524 14
14 ThIV N 50 31 21.0 Pnl 15.0000 1581.65688 615. 0971? 15
1s INV ft! 39 28 39.0 E 79.2800 1642. 85108 665. 501~~ 16
16 IiVV iV 31 40 31.0 W 94.7900' 17',:-" 3. 52 0 95 615. 72672 17
17 INV kV 14 17 22.0 W 108.9000 1829. 05172 588. 84797 18
RADF AL i 638 31.0 E
DELTA 13 46 07.0 L-T
RAD T U'S 165.0000
TAN 1'3. 9°T00
L-ARC 39.7467'
RpA IAL S 20 26 38.0 E -
RP 1992.94429 569.76336 19
18 CHORQ N 76 27 25.5 E 39.6507 1838. 33E+87 627.39619 20
TAN@P7 N 69 33 22.0 E
20 IiVV 5 27 41 41.0 E 115.6400 1735. 94500 661. f411O 21
21 INV N 60 49 16.0 E 84.9300 1777. 35160 755.29363 22
22 INV 5 89 15 28.0 E 10£'a. 6600 177v~'.r.9fa994 861. 94468 23
RADIAL S fSS 102 '~.'1. 0 W
DELTA 38 20 39.0 L,,.T
F2ADIL95 315. 00QaO
TAhl 109.5225
L-ARC 210.8081
RAD xAL S 26 41 42.0 W
FtP 19Q►8. 89951 1147.52257 24
23 CHORD 5 44 07 59.5 E 2106. 8961 1627,47517 1006.01164 25
TAN@PT 5 63 18 18.0 E
25 T NV a 0 18 23.0 W 17.5000 1609. 97542 1005.91806 26
26 I{VV S 0 33 24.0 W 610. 0000 1000. 00421 999. 99160 27
LAT & DEP --0. 00421 0.00840
27 HCL.DSE S 63 23 15.4 E 0.0094 1000. 00000 1000.00000 1
PREc = i TC] 368073 Area = 369708. 08 -sq ft 8.48733 ac
FRDM ANGLE DI5T f4ORTH EAST TC}
SrtART , 2277.27246 1009.49268 5
5 INV i'd 89 15 28.0 W 668. 4500 2285. 92758 341.39874 4
4 IN'Cl 5 0 19 12. Qi W 666. 95130 1618.98798 337. 67381 3
~ 3 I6VV S 0 29 59.0 W 138. 6500 1480.34326 336. 45455 a
g ZNV S 50 33 21.0 E 135. 6Pa@0 1394. 09400 441. 17?02 9
9 IIVV N 39 28 39.0 E l fi6e'3400 152`. 95070 547.3133a 28
RAI} T AL.. 5 50 31 21.0 E
DELTFi 71 09 10.0 LT
RADT U5 20.0000
TAiV 14.3061
L-ARC 24.8370
RADIAL N 58 19 29.0 E
RP 1.~'.i35. 6fa620 531.87583 29
29 CHORa N 3 54 04i 0 E 23.2715 1546. 16829 548.89659 30
7AN@P7° N 31 40 31.0 W •
30 INV N 31 40 31.0 W 1 15. 8300 1644.74399 458.07374 31
RA~ IAL S 58 19 29.0 W
nELTA 31 59 43.0 RT
RADIuS ;R~,5. 0000
TAN 75.97d7 .
L-ARC 147.9821
RAn~AL ~ 40 48.0 w •
RP i 7$3. as66e 713.59874 32
31 cHo~D N 15 40 39.5 w -146. 0668 1-ra5. 37672 448.60288 33
TAN@PT N 0 19 12.0 E
33 aNV N 0 19 12.0 E 135. 5200 1920. e9460 449. 35976 34
RADI AL N 89 40 48.0 W
DELTA 41 01 33.0 RT
RADIUS 1 65. 0000
TAN 61.7334
la-ARC 118. 1459
RADIAL IV 48 39 15.0 W
F2R 1919.97307 614sui71B 35
34 CHCIRD #V 20 49 58.5 E 115, 6381 2028.97,:-147 490. 4857f, 36
TAM@F'T 6V 41 20 4F~'.►. 0 E
36 IhfV N 41 20 45.O E 115. 0900 2115.37467 566.51449 37
RADIAL id 48 39 15.0 W
pELTA 49 23 47.0 RT
RADIUS 165.0000
TF4N 7 8852
L°-ARC 142. 2514
RALi I AL P! 0 44 32.0 E '
RP 200fa. 37J27 6906 38592 38
37 CHORD iV 66 OE! 38.5 E 137.8867 2171. 36143 692.52330 39
TANCdPT 5 89 15 28.0 E _
39 INV 5 89 f.~'., 28.0 E 316. 4100 2167. 26270 1@08. 9106T6 40
40 I[VV N 0 18 23.0 E 110.0000 2277.26112 1009.49496 41
LAT $e 13EP 0.01134 T0. 002130
41 1-dCLflSE N 11 27 42a 5 W 0.0116 2277. 27246 1009.49261B 15
P"REG = 1 TO 259550 Area _ 189433. 65 sq ft 4.34880 ac
FROM ANGLE I7ISl" NORTH EAST TO
L[#TS 17-19 a iDEt.. ANES
AUTD INVERSE
Sl"ART 1227.16739 537. 84069 11
11 TiVV hf 34 13 28.0 E 281.1800 1439.65845 695.98650 12
12 IN V N 50 31 21.0 W 12,.F.,. ~000 1539.13035 599.50221 13
13 I NV 5 39 28 39.0 W 280. 0000 1323. 00554 421. k85J. 7 42
42 I NV 5 50 31 21.0 E 150, 740rd 1227.16879 537. 83750 43
LA7° ° DEF' -f )141 0.00319
43 htCL[J5E S 66 12 3 E 0.0035 1~21, i739 537.84069 11
F"REG = I 7O 239992 Area = 38604. 08 sq ft 0.88623 ac
FMUM HNVLE ll1ts 1 NUK fH tHzj E IU
LOrs 20g6+oSJA5~~HFS
START • 1581,65688 615.09712 15
15 INV N 39 2S 39.0 E 79.2800 1642.85108 665.50138 16
16 IIVV N 31 40 31 a0 W c 94.7900 1723. 52095 615. `''26?;R 17
17 INV N 14 17 22.0 W 108. 9000 1829. 05172 588.84797 18
fiADI AL 5 6 38 31.0 E
DELTA 7 `-~3 03.0 R7 •
RAD I R.lS 165. 0000 TAN 10.6472
L-ARC 21. 2649
RADIAL S 0 44 32.0 W
EEP 1992.94429 569.7E336 19
18 CHORD S 87 03 00.5 W 21.2502 1827. 95814 567. 62597 44
7AN@PT I'U 89 15 28.0 W 44 INV !V S9 15 28.0 W 68.6400 113213. 84729 498. 991?,s 45
RADIAL IV 0 44 32.0 E
DELTA 90 25 20.0 LTi
RAD I4.15 20. ~000
l"AN 20. 1 479
L°-ARC 31.5633
RAD I AL N 89 40 48.0 W
RFry 1E308.E34E397 498. 7'N265 46
45 CHORI? S 45 31 52.0 W 28.3883 1808.96067 478. 73296 47
TAN@9'T S 0 19 12.0 W
47 I NV 5 0 19 12.0 W 23.7400 1785. 22104 478. 60038 48
RAI7 I AL N 89 40 48.0 W •
DELTA 31 59 43.0 LT
RAD I LJS 2'.35. 0000
7AIV 67.3747
L-ARC 131.2294
RAL1 I AL S 19 29.0 W
RP 1783. 90856 713.59671 49
48 CHQRD S 15 40 39. 5 E 129. 5309 1660.510900 513.60284 5o
TAiV@PT 5 31 40 31.0 E
5o I MV S 31 40 31.0 E 91.9400 1582.26459 561.88094 51
RAF3 T AL S 58 19 29.0 W
DELTA 10E3 50 50.0 LT
RADIUS 20.0000
TAN 27.9600
L-ARC 37.9944
RADIAL 5 .~'a0 31 21.0 E
RF' 1592. ?6668 574. 90170 52
51 CHORfy a 86 05 56.0 E 3al. 5336 1580.05118 594.33919 53
TAN@F'T N 39 ?E% 39.0 E
53 Z NV N 39 cB 39.0 E 14.4400 1591.19704 603.51978 54
54 INV S 50 31 21.0 E 15.0000 1581. 66042 615, 09789 55
................._.,..............M......w........__......._.......___...___....._.~..........~..___..........~...__....~........_.~~___---------------------------
_ _ _ _ _ _ _...s____ _ _ T.........~. _ _
L..A7 & DEG , -0. 0+0J353 -0. 00077
55 HCLDSE S 12 16 16.3 W 0. ~0.3E #.519k. 6S6BB 615. 09712 ],a
PREC = ITQ 1987B9 At^ea 29905.72 sq ft 0.68654 ac
FROM ANGLE DIST NaRTH EAST Td
_ _ _~~.~.....~_..................._...~......._.a.n..........,.__~ _
LDTS 22-23 SiDELTIVES
AUTO TNVERSE
"STAFtT 1838.33687 62?. 39619 20
20 INV S 27 41 41.0 E 115.6400 1735. 9454'~0 681. 14110 21
21 IIVV N 60 49 16.0 E 84.9300 1777.35160 755. 29363 22
22 F1'dV S 89 15 28.0 E 106. 66~0 1775. 96994 861. 944Ca8 23
RAD I AL S 65 02 21.0 W
f DEL.TR 1 B 15 06.0 R7
~ RADIUS 315. 0000
TAN 50.6005
L-ARC 1 00. 3438
t
~RP 1908. 89951 1147. 52257 24
~ 23 CE-lDRD N 15 50 06.0 W 99.9200 1872.09817 834. 67970 56
TAhICaPT N b 42 33.0 W
i RADIAL N e3 17 27.0 E
DEL-rA 82 32 55.0 L-r
; RADxUS 20.0000
' TAN 17.5545
L--ARC 28.8149
RADI AL IV 0 44 32.0 E
~ RF° 1869.76158 814.81666 5,7
56 C'HOFiD N 47 59 00.5 W 26. 3866 1889. 75990 815.07574 58
`i"ANCdPT Is! 89 15 28.0 W
~ 513 INV AE 69 15 28.0 W 45. 41@0 1890. .s4B14 7'69. Et695a 59
RADIAL N 0 44 32.0 E
~ DE1.,.TA 26 2; 48.0 L7
RADI US 135.0000
, TAiU 31.7013
L-ARC 6-Lz-', 2742
RADIAL hE 25 41 16.0 W
RP 1755.35946 767. 92077 60
59 CHDRD S 77 31 38.0 W 61.7236 1877.01735 709. 40275 61
°f AN@PT S 64 18 44.0 W
61 INV 5 64 18 44.0 W 75. 5900 1844.25159 641. 283~5 62
RADIAL S 25 41 16.0 E
T]ELTR 5 14 .aB. 0 RY
RAnzus 165.0000
TAnr 7.5559
L-ARc 15. 1013
RADIAL S 20 26 38.0 E
RP 1992.94456 569. 76i3T 63
62, CHC1RI7 S 66 56 03.0 W 15.0960 1838. 33713 6LO-7. 3'3415 64
TAPI@F'`F" S 69 33 22.0 W
LAT & DEP --0. 00026 0.00204
64 HCL,OSE S 82 42 19.5 E 0.0021 1838.33687 627. 39619 20
PREC = 1TD 307991 At^ea =22442.53 sq ft 0.51521 ae
FROM ANGLE L1I ST NORTH EA5Y TA
_ ~.~.....W..~.__w...,_.._....~_..............~._~_
--____.._................,,.....,..__,~~__--_____-~----__...~,........W......~.~......._......._~._~........~.-T--==-----------~._...._..__..._.._
LOTS 1-3 ANU TRAC7 C AREA
AUT❑ INVERSE
START 2137.27446 1008.74403 65
65 IN'V S 0 18 23.0 W 47,.`=1. $700 1661.41127 1006. 19933 66
RAD I AL 5 29 43 43.0 W
DELTA 60 34 40.0 RT
FdAD IUS 285. 0000
TAN 166. 4664
L-°ARC 301. 3253
RAD I AL iV 89 41 37.0 W
RP 1908. 90@70 1147.52866 67
66 CH[3RD iV 29 58 57.0 W 287. 4853 1910. 42-473 862. 53273 66
TAN@P`f hf 0 18 23.0 E
68 IN V N 0 18 23.0 E 208. 5800 2119.00175 863. 6481 1 69
RAa T AL N 89 41 37.0 W
DELTA 90 46 09.0 RT
RATY T LJ5 20.0000
TAN 20.1527
1..-°ARC 31.5681
RADIAL N @ 44 32.0 E
RP 2118. B948Q1 8g3. 6#'i82 70
69 CHOR13 hl 45 31 27.5 E 28.3916 2138. $'3312 1883. 90690 71
TAN@PT S 89 15 28.0 E 71 TNV S 83 15 28.0 E 1Z-4. 8500 2137. 27563 1+'th08. 74642 72
LAT DEF" -"V - 11a7 -0. 00239
72 1-#CLC]5E S 60 07 59.2 W 0.0028 2137.27446 1008. 74403 65
FRClM AiVG';F_ DIST NDRTH EAST • TO
~ ~~...~......n-,.~--...-...-....a..........«.............-.............~...«.....~........«...~.«......~..~...~
__.~...~~.-.-.-.-.-...~..,..................s........r....... ..............r.............................«.........r..~~....r.._....~ C~~.~~_~____-__^t___t~____.
LOTS 24-28 & 7RACT B AREA
AE.1°fd INVERSE -
5TflRT 2141.36394 1592. 13469 73
RRI3I AL N 0 44 32.0 E
DEL7A 49 23 47.0 LT
RADI L1S 135. 0000
TAN 62.0879
.
L-A#dC 116. 3875
R~~ ~ AL N 48 39 15.0 W
RF' 2006. 37527 690. 38592 38
73 iCHORi3 S Cab 02 38.5 W 112. E3164 2095.55660 589.03657 74
TRP{@P~ S 4120 45.0 LJ '
74 ~ NV 5 41 20 45.0 W 115.09~'R~ 2009. 15440 513.00783 75
RAD I AL N 48 39 15.0 W
DELTA 41 01 33.0 LT
RADY US 135. ~~00 -
TAN 50.5091
L-jARC 96.6648
RAD I AL N 69 40 48.0 W
RF' 1919. 97307 614.35718 76
75 CHORQ S 20 49 58.5 W 94.6130 1920. 7,:a705 479. 3v96219 77
7'AN@PT 5 0 19 12.0 W
77 I Ni1 5 0 19 12.0 4J 41.7800 1878. 94770 479.12595 78
RADIAL N 89 40 48.0 44+b
DELTA 89 34 40= 0 L..T
RAD F Ua 20.0000
TAN 19.8532
L°ARC 31.2685
RADIAL 5 0 ,44 32.0 W RF' 1878.83600 499. 12564 79
78 CHt3RI7 S 44 28 08.0 E 28.1799 1858.83768 49{9. 8665G 80
l`AN@P'`I' S 89 15 28.0 E
g0 I NV -'~a 89 15 28.0 E 69.1600 1857. 94179 568. 02076 81
RADIAL S 0 44 32.0 W
LIELTA 26 25 48.0 LT
RAH3il.15 135. 0~~0
TAN 31.7013
L.-ARG 62.2742
RADIAL S 25 41 16.0 E
RP° 19s32. 93046 569. 76553 82
81 GHDRQ N 77 31 38.0 E 61.7236 1871.27258 628. :.:-18755 83
TANC~PT N 64 1 B44. 0 E
83 INV N 64 IS 44.0 E 75. 5°900 1904. 03834 696. 4069E+ 84
RADIAL N 25 41 16.0 W
flELTA '~c6 P-i 48.0 FdY
RADIUS 165. 0000
TAfV 38.7460
•
L-aRc 76.1129
RAD I AL N 0 44 32.0 E
RP 1755.34537 767. 52899 95
84 GHOFkD !V 77 31 38.0 E 75.4399 19210. 33iS3 770. 06637 86
Tf'fl~@PT S 89 15 2v. 0 E
86 TNV S 89 15 28, 0 E 42.3700 1919. 78267 81 2, 43282 87
RAD I AL S 0 44 32.0 W
17ELTA 90 26 09.0 LT
RADI US 20.0000
TAN 20. 1 527
L-ARC 31.5681
RADIAL 5 89 41 37.0 E
RP 1939.78099 8i2. 69 i'30 s4
87 CHORI7 iV 45 3127. 5 E 28.3916 1939.67404 832. fa91 6A 89
TAN@PT N 0 1 S 23.0 E
89 INV N 0 18 23.0 E 180. 0000 211'3. 67f47 833. 6i43.6 90
~ DELTA 89 33 51.0 LT
RAD I US 20.0000
TAN 19.8484
, L-ARC 31.2638
i RAD I AL N Q► 44 32.0 E
~ RF' 21 19. 77842 813. 65444 91
~ 90 CHORD N 44 28 32.5 W 28.1765 2139.77674 813.91352 92
~ TANCdRT N 89 15 28.0 W
92 I NV N 89 15 28.0 W 121. 780Q+ 2141. 35426 692. 14374 93
LAT & llEF' 0.00968 -0. 00905
~ 93 HCLOSE N 43 03 52.8 W 0.0132 2141. 36394 E92. 13469 73
PREC = 1 TO 82363 Area = 758E+2.50 sq ft 1.74156 ac
~
0
FROM ANGLE DIST NORTH EAST TO
START 1342.07739 398.33213 10
FROM ANGLE DIST NORTH EAST TO
P1803 VALLEY RIDGE CENTERLINE UNNAMED ROAD S SIDE OF RLAT 4-14-98 D.BERTO
AUTO INVERSE
START • 1342. 07739 398. 33213 10
10 INV S 50 31 21.0 E 15.0000 1332.54076 409.91024 94
94 INV N 39 28 39.0 E 262. 7400 1535. ?,4302 576. 95381 95
95 INV N 39 28 39.0 E 60.0000 1581.65548 615. 10Q►32 96
96 INV S 50 31 21.0 E 15.0000 1572. 11885 626. 67843 97
LAT & DEP 0.00141 -0.00319
97 HCLOSE N 66 12 37.1 W 0. 0@35 1572. 12026 626. 67524 14
PREC = 1 TO 101150 No Area
FROM ANGLE DIST NORTH EAST TO
PR •
START 1535.34302 576. 95381 95
FROM ANGLE DIST NORTH EAST TO
CENTERLIIVE JERSTAD LANE & SEVENTH LANE
AUTO INVERSE
START 1535•34302 576.95381 95
RAD I AL S 43 48 40.0 W
DELTA 14 30 49.0 RT _
RAD I US 100. 0000
TAN 12.7337
L-ARC 25.3310
RADIAL S 58 19 29.0 W
RR 1607.50562 646. 18212 98
95 CHORD N 38 55 55.5 W 25.2634 1554. 99517 561. 07834 99
TANCdF'T N 31 40 31.0 W
99 INV N 31 40 31.0 W 114.7200 1652.62622 500.8383E 100
RAD I AL S 58 19 29.0 W
DELTA 31 59 43.0 RT
RAD I US 250.0000
TAN 71.6752
L-ARC 139. 6057 •
RAD I AL N 89 40 48.0 W
RF' 1783.90234 713.59780 101
100 CHORD N 15 40 39.5 W 137. 7989 1785. 29860 463. 60170 102
TANCdPT N 0 19 12.0 E
102 I NV N 0 19 12.0 E 59.0000 1844. 29768 463. 93121 103
103 INV N 0 19 12.0 E 76.5200 1920.81649 464.35858 104
RAD I AL N 89 40 48.0 W
DELTA 41 01 33.0 RT
RAD I US 150.0000
-
TAN 56.1212
L-ARC 107. 4054
RAD I AL N 48 39 15.0 W
RP 1919.97873 614.35624 105
104 CHORD N 20 49 58.5 E 105.1256 2019.06910 501. 74585 106
TAN@PT N 41 20 45.0 E
106 I NV N 41 20 45.0 E 115.0900 2105. 47129 577. 77458 107
RAD I AL N 48 39 15.0 W
DELTA 49 23 47.0 RT
RAD I US 150.0000
TAN 68.9866
L-ARC 129.3194
R~ 2006.38093 690.36497 108
107 CHOR}i N 66 02 38.5 E 125.3515 2156.36834 f+92. 32B0Si 10+3
TAltI@F'T S 89 15 28 s0 E
109 I NV 5 89 15 28.0 E 356.5200 2154. 34081 846. 8349 2 110
110 INV S 69 15 28.0 E 160.0000 2132.26819 1008. 82149 111
111 INV iV 0 18 23.0 E 15.0000 2167. 26797 1008.90171 112
1..A7 & DEP °0. Qi052B 0.00505
112 HCLOSE S 43 44 15,5 E 0.0073 2167. 2627i0 1008. 90676 40
PREC = 1 TC3 150354 h1❑ Area
FRi]M AIV.faLE DI S 1" idtJRTH EA5`E TO
GENTERLINE VALLEY RIDGE LAiVE & FLORA LANE Nf]RTI-#
AUT❑ INWERSE
START i844. 2'9768 463.93121 103
103 I NV S 89 15 28.0 E 103.9000 1842.95177 567. 82249 113
RADIAL S 0 44 32. el W
DELTA 26 25 48.0 LT
RAT] T 1.15 1..,0. 0000
TA6V 35.2236
L-F1RC 69. 1936 .
RAI] I AL S 25 41 16.0 E
RP 1992.93919 569. 76557 114
113 cHaRo N 77 31 38.0 E 68. sa17 1857.76376 634,78560 115
TAN@PT IV 64 18 44.0 E
115 I iolV N 64 18 44.0 E 75.5900 1890. 52952 702.90501 116
RADIAL iV 25 41 16.0 W
DEE,..TA 26 25 48.0 RT
RAF3Ti..iS 150. 0000
7AN 35.2236
'
L-ARC 69.1936
RADIAL N 0 44 32.0 E
RFa 1755. 35409 767.92503 117
116 CHORF7 kV 77 31 38.0 E 68.5817 1905. 34151 769.86811 118
TAN@PT S 89 15 28.0 E
118 I NV S 89 15 28. 0 E 77.7000 19td4. 33499 847.56159 - 119
RADIAL S 89 07 43.0 W
DEL7A 1 10 39.0 RT
RADI l95 300. 0000
TAN 3.0828
L-ARC 6 . 1 654
RADIAL hl 89 41 36.0 W
RG 1908. 89449 1.147. 52694 1 20
119 CHC]RD N 0 16 55.5 W 6.1653 1910.50019 847.53124 121
TANCaPT h! 0 18 24.0 E
121 I NV N 0 18 24.0 E 243s 5500 2154.34669 848. 43640 122
L.A7 & DEP -0. 005d9 -0, 00i 48
122 K-iCLL]5E S 14 09 23.3 W 0.0061 215r4. 34081 848.83492 110
PREG = 1 TCI 106327 Nv Area
FROM ANGLE U TST iVORTN EAST 1`C7
GEiVTERL I NE FLORA LqhJE SdLITH
AUTD INVERSE
START 1904. 33499 847.56159 119
RADIAL S 85 07 45.0 W
DELTA 61 00 13.0 LT
RAn z uS 300. 0000
TAN 176. 7262
k._--ARC 319.414P
RAL1I AL S 28 07 32.0 W
RP 1908, f39449 1547. 52694 120
119 CHORD S 31 22 E'-- 7 E 304. 5393 164,= 1948 100fs. f0536 123
TflNG~PT S 61 52 E~;i E 123 I1VV N 0 18 23.0 E 17.0900 1661.40924 f~06. 19675 124
f
` i
S P Q K. A T•1' E ~ O Li N T Y
'
DIVISiCJAi C}F EiVGINEERTNG ANI] IZCJAQS • A L}IVISIbN OF THE PIIBL[C WC1RK5 I7EPARTMENT
4Vi11iam A JQhns, P.E, County Engsneer i7ennis M. 5cott, P.E., Y]ireetor
MEMO
To: Jim LDroppers
Frvrn: Dauid A Berto, L S.
Subject: Plan Review P1843 Vailey Ridge PUD
Uafie: April 14, 199$
C7ur affice has receiVed y6ur Plat #'ar review prior fio aceepting afinal Plat. For this department
fio continue rue need a$1flD.Q0 final submittal fees payable to the Coiinty Engineer. Zf you haue
any questions call me at 456-3600 . Thank yau for respanding to this matter.
cc fraracine shaw
taylor engineering
1026iW Broadway Ave. • 5poksuie, WA 99260-Q174 1 [504] 455-3600 FAX: (509) 324-3478 TDD• (509) 324-3156
1 -
STATE OF MINNESOTA )
ss:
COUNTY OF RAMSEY )
On JunP 1 , 19 9a before me, a Notary Public within and for said County
and State, personally appeared Ann Hia4ins known to me to be the
Attorney-In-Fact ofiaL ~iona1 pire Insurance ComRV of Harkford the
corporation describedin and that executed the within and toregoing instrument and---,
known to me to be the person who executed the said instrument in behalf of said
corporation and he duly acknowledged to me that such corporation executed the same.
` SUSAN M. ANDERSON l~t,/ tG~XJlUO~(_
NOTARY PUBLIC - M[NNE50iA
• My Comm'asion Expoes ,fan. 31, 2000
tnn.vnn ww.n..n w.w.
l' POWER OF ATTORNEY APPOINTING INDIVIDUAL ATTORNEY-IN-FAC'I'
Know All Men By These Presents, That CONTINENTAL CASUALTY COMPANY, an Illinors corporation, NATIONAL FIRE INSURANCE
COMPANY OF HARTFORD, a Connectcut corporaton, AMERICAN CASUALTY COMPANY OF READING, PENNSYLVANIA, a Pennsylvania
corporation (herein collectively called "the CNA Surety Companies"), are duly organized and eaosting corporations having their prinapal offices in
the City of Chicago, and State af Illinois, and ttiat they do by virtue of the signature and seals herein affoced hereby make, constidute and appoirrt
Oebra J Sorensen, Beckv R. Watkins, Mn Higqins, Janet M. Boyington, LuAnn Brisson, Hesham Mousfafa, Individually
of Minneapolis. Minnesota
their true and lawful Attomey(s)-in-Fact with fuU power and authority hereby corderred to sign, seal and execute for and on their behalf bonds,
undertakings and other obligabory instrumenls of similar nature
- In Unlimited Amounts -
and to bind them thereby as fuAy and bo the same exterrt as 'rf such instrumerrts were signed by a duly authorized officer of their corporations
and all the acts of said Attcmey, pursuaM to the authority hereby given are hereby ratified and confirtned.
This Power of Atbomey is made and executed pursuarrt to and by authority of the By-Laws and Resolutions, prirtted on tfie reverse hereof, duly
adopted, as indicabed, by the Boards of Directors of the corporations.
In Wltness Whereol, the CNA Surety Companies have caused these preserrts to be signed by their Group Vice President and
their corparate seals to be here6o affaed on this 21 st day of April , 1997 .
CONTINENTAL CASUALTY COMPANY '
~2~ NATIONAL FIRE INSURANCE COMPANY OF HARTFORD
• ~ AMERICAN CASUALTY COMPANY OF READING, PENNSYLVANIA
mY31
. ~
° SEAL
~es~ +r~~ ~ • ~ _ ~~~/L
M.C. Vonnahme Group Yce Presiderrt
Stabe of IlGnois, Courrty of Cook, ss:
On this 21 st day of April , 1997 , before me personaUy came
M. C. Vonnahme , to me known, who, being by me duly swom, did depose and say: that he resides in the viAage of Darien , StaEe of IUirwis;
that he t.s a Gmup Ytce President of CONTINENTAL CASUALN COMPANY, NATIONAL FIRE INSURANCE COMPANY OF HARTFORO,
and AMERICAN CASUALTY COMPANY OF READING, PENNSYLVANIA described in and which ezecuted the above instrument; that he
knows the seals of said corporations; that the seals affooed to the said mstrumerrt are such corporate seals; that they were so affoced pursuaM to
autharity given by the Boards of Direcbors of said oorporaUons and that he signed his name thereto pursuaM Lo like authority, and acknawledges
same to be the act and deed of said corporaLons. ,
Jo .e~
NOTAit~
PUB~jC ~
-~'bk CA•~`
My Commission Expires Marcfi 6, 2000 Mary Jo Abel Notary Public
CERTIFlCATE
I, Robert E. Ayo, Assistarrt Secretary of CONTINENTAL CASUALTY COMPANY, NATIONAL FIRE INSURANCE COMPANY OF HARTFORD,
and AMERICAN CASUALTY COMPANY OF READING, PENNSYWANIA do hereby certiiy that the Power of AtOomey herein above set foRh is
still in force, and further certity that tlte By-Law and Resolution of the Board of Oirecbors af each corporation printed on the reverse hereof are still
in force. In bestimony whereof I have hereunto subscribed my name and affoced the seals of the said corporations
tft 1 a~ day of ~no , 1 QQR
/ CONTINENTAL CASUALTY COMPANY
~t_%_4p
AMERICAN yr ~~'~1~, NATIONAL FIRE INSURANCE COMPANY OF HARTFORD
~CASUALTY COMPANY OF READING, PENNSYLVANIA
MY ]I, ~i)
1897 ~ ~ •
Robert E. Ayo AssistaM Secrehary
(Rev.7/14/95)
Authoriiing By-Laws and Resowtions ,
ADOPTED BY THE BOARD OF DIRECTORS OF CONTINENTAL CASUALTY COMPANY:
This Power of Atbomey is made and execuOed pursualit to and by authorityr of the fotlowing By-Law duly adopted by the Board of Direcbors
of the Company.
' ArHcle IX-Executlon ot Documents
Sectian 3. Appouihmerrt of Attomey-in-fact The Chairman of the Board of Direcbors, the President or any ExecuUve, Senior or
Group Vice Presiderrt may, from time to time, appoiri4 by writtm certficates atbomeys-irrfact to act in behatf of the Company in the
execution of poliaes of insurance, bonds, undertakings and otfier obligatory instrumeMs of like nature. Such attomeys-in-fact, subject
to the limitations set forth in their respective certificates of authority, shall have full power to bind the Campany by their sigrrahire and
execution of any such instrvmerrts and to attach the seal of the Company thereto. The Chairman of the Board of Directors, the Presidertt
or any Ezecutive, Senior ar Group Vice President or the Board of Oirectors, may, at any time, revoke all power and authority previously
given to any attomey-in-fact
This Power of Atbomey is signed and sealed by facsimite under artd by the authorRy of the following Reso{u4on adopted by the Board
of Directors of the Company at a meetrng duly called and held on the 17th day of February, 1993.
"Resolved, that the signabure of the Pres+dent or any Execudve, Senior w Group Vice Presiderrt and the seal of the Company may
be atfixed by facsimite on any pawer of atbomey granted pursuant to Section 3 of Artide IX of the By-Laws, and the signabure of the
Secretary or an Assisharrt Secxetary and the seal of ttie Company may be affaed by facsimile to any certifiCabe of any such pawer and
any power or certificate bearing such facsimile signatiure and seal shall be valid and binding on the Company. My such power so executed
and sealed and certified by certificate so executed and sealed shall, with respect to any bond or underlaking bo which it is affiched,
cotfinue to be valid and binding oR the Comoany."
ADOPTED BY THE BOARD OF DIRECTORS OF AMERICAN CASUALTY COMPANY OF READING, PENNSYLVANIA:
p
This Power of At6omey is made and execubed pursuarrt to and by authority of the following By-Law duly adopted by the Board of DirecEors
of the Company.
"Article V{--Executlon M Obllgatlons and Appointrnent ot Attorneyan-Fact
Section 2. Appointrnent of Attomey-in-fact The Chairtnan of the Board of Direcbors, the President or any Execuutivve, Senior or Group
Yice PresideM may, from time to time, appoint by vri ten certficaLes attomeys-irrfact to act in behalf of the Company in the execution of
policies of insurance, bonds, undertakings and other obligabory instruments af like nabure. Such attomeys-in-tact, subject to the limrtaiions ,
set forth in lheir respecdve certrficates of authortty, sf~rall have fuU power Lo birsd the Company by their signature and execxution of any such
instrumertits and to ariadi tfie seal of the Company ereto. The PresideM or any Executive, Senior or Group Vice President may at any time
revoke aU power and authority previously given to an~ atbomey-in-fact"
I Thes Power of Attomey is signed and sealed by facsanife under and by the authority of 1fie following Resofution adopted by the Board
of Direcbors of the Company at a meeting dufy caUed and held on the 17th day of February, 1993.
"Resolved, ttiat the signabure of the Presidertt or any Executive, Senior or Group V'~ce Presiderrt and the seal of the Company may
be affixed by facsimite on any power of attomey granEsd pursuant to Secdon 2 of Artide VI of the By-Laws, and the sigraWre of the
Seaetary or an AssisfaM Secrehary and the seal of the Company may be atfnced by facsimite to any certificate of any such power and any
power or certificate bearing such tacsimile signabure and seal sha(1 be valid and binding on the Campany. My such power so execubed and
seaied and certified by certificate so execubed and sealed shall, with respecct to any bond or undertaking bo which it is attached, corrtinue
to be valid and binding an the Ccmpany."
ADOPTED BY THE BOARD OF OIRECTORS OF NATIONAL FIRE INSURANCE COMPANY OF HARTFORD:
This Power of Attomey is made and execubed pursual,nt to and by authurity of the following Resolution duly adopted on February 17, 1993
by the Board of Directors of tlie Company.
"RESOWED: That tfie President, an Execudve vice Presiderrt, or any Senior or Group Vice President of the Corporation may, irom time
to time, appoirtt by writLen certificates, Attomeys-in-Fact to act in behalf of the Corporation in the execution of poliaes of insurance, bonds,
urtdertakings and other obfigaLory instrumeMs of like~nature. Such Attomey-ir-Fact, subject to the limftdons set forth in their respective
certificatss of autharity, shall have tu11 pawer to bind the Corporation by their signabLue and execution of any such insWment and to attach
the seal of tfie Corporation thereto. The President, an Executive Vice President, any Senior or Group Vce Pressdent or the Board of Directors
may at any time revoke aIl power and authority previo~usly given to any Atbomey-in-Fact"
This Power of Attomey is signed and sealed by facsi~ ile under and by the suthority of the following Resolution adopLed by the Board
of Directors of the Company at a meeting duly called and~held on the 17th day of Febnrary, 1993. ,
"RESOLVED: That the signature of the President, an Execuave Voe President or any Senior or Group Vice Presiderrt and the seal of the
CorporaCon may be affaced by tacsimile on any power of atbamey grarrted pursuant to the Resolution adopted by this Board of Duecbors on Febnrary 17, 1993 and the signabure of a Secretary or an Assistant Secretwy and the seal of the Cotporation may be affoced by Facsimile bo
any certificate of any such power, and any pawer or oertificate bearing such facsimile signature and seal shaU be valid and binding on the
Corpcration. Any such power so execubed and seafed and certified by certificate so execxrted and sealed, shall witlh respect to any bond or
undertaking Lo which it is attached, continue to be vadid and binding on the Corporatinn."
y✓ ' ' .
STATE OF MINNESOTA )
ss:
COUNTY OF RAMSEY )
On June 1 , 19 94 before me, a Notary Public within and for said County
and State, personally appeazed Ann Higqins known to me to be the
Attorney-In-Fact ofvational Fire Insurance CompanX of Hartford , the
corporation described in and that executed the witlun and foregoing instrument and
known to me to be the person who executed the said instrument in behalf of said
corporation and he duly acknowledged to me that such corporation executed the same.
~ T !
7 SUSAN M. ANDERSON &ha4l mOW&U&/-
s~
NQTARY PUBUC - MINMESOTA~
GWhCQmMwj-nE-PhWJan.31,=
~
~s9<_...__._..,_... _ . a........._<
J .r
POWER OF ATTORNEY APPOINTING INDIVIDUAL ATTORNEY-IN-FACT
Know Aft Men By These Presents, That COMTINENTAI CASUALTY COMPANY, an Illinois corporation, NATIONAL FIRE INSURANCE
COMPANY OF HARTFORD, a Connecticut corporation, AMERICAN CASUALTY COMPANY OF READING, PENNSYWANIA, a Pennsylvania
corporation (herein cotlectively called "the CNA Surety Companies"), are duly organized and ebsting corporations having their prinapal offices in
the City of Chicago, and State of I(linois, and that they do by virtue of the signature artd seals herein affioced hereby make, constihute and appourt
Debra J. Sorensen, Beckv R. Watwns, Mn Hiqoins. Janet M. Boyinqton, LuAnn Brisson, Hesham Moustafa, Individuallv
of Minneapolis, Minnesota
their true and lawful Attomey(s)-in-Fact wifh full pawer and authority hereby confeRed to sign, seal and execute for and on their behalf bonds,
underhakings and ofher obligabory instrumeMs of similar nature
- In Unlimrted Amounts -
and to bind them thereby as fully and bo the same exterrt as 'rf such insbumerns were signed by a duly authorized officer of their corporations
and all the acCs of said Attomey, pursuant to the authority hereby given are hereby ratrfied and confirtned.
This Pawer of AtUomey is made and executed pursuant to and by authortty of the By-Laws and Resolutions, printed on the reverse hereof, duly
adopLed, as indicabed, by the Boards of Directors of the corporations.
In Wttness Whereot, the CNA Surety Companres have caused thess presents to be signed by their Group Vice Presidarrt and
their corporabe seafs to be hereto affoced on this 21 st day of April , 1997 ,
CONTINENTAL CASUALN COMPANY '
NATIONAL FIRE 1NSURANCE COMPANY OF HARTFORD
i• AMERICAN CASUALTY COMPANY OF REAOfNG, PENNSYLVANIA
D a NtY II.
t9ot ~a
SFJ1L a
le97 rnu~~ • .
M.C. Vonnahme Group vce President
Stabe of IlGnois, County of Cook, ss:
On this 21 st day of April , 1997 , before me persona➢y came
M. C. Vonnahme , to me knawn, who, being by me duly swom, did depose and say: that he resides in the ViUage of Darien , Stabe of Illinou;
lhat he i.s a Group Vice President of CONTINENTAL CASUALIY COMPANY, NATIONAL FIRE INSURANCE COMPANY OF HARTFORD,
and AMERICAN CASUALTY COMPANY OF READING, PENNSYLVANIA described in and which execxibed the above instrumerrt that he
Ivtows the s+eals of said corporations; that the seals affoced to tfie said instrumerrt are such corporate seaks; that they were so affuced pursuant Lo
authority given by the Boards of Directors of said carporations and that he signed his name thereto pursuant to hke authority, and acknwviedges
same to be the act and deed af said corporabons. ,
Jo .q~
140TARV
Pout
~k
My Commtssion Expires March 6, 2000 Mary Jo Abel Notary Public
CERTIFICATE
I, Robert E. Ayo, Assistant Secretary of CONTINENTAL CASUALTY COMPANY, NATIONAL FIRE INSURANCE COMPANY OF HARTFORD,
and AMERICAN CASUALTY COMPANY OF REAOING, PENNSYLVANIA do hereby certify that the Power of Attomey herein above set forth is
stiU in force, and further certify that the By-Law and Resolution of the Board of Direcbors of each corporaton prirrted on the reverse hereof are still
in force. In bestimony wherecf I have hereunLD subscribed my name and affoced the seats af the said corporatons
this lst day of June , 1998,
CONTINENTAL CASUALTY COMPANY
NATIONAL FIRE INSURANCE COMPANY OF HARTFORD
AMERICAN CASUALN COMPANY OF READING, PENNSYLVANIA
~ o~°'ynr ~ ~ato s
o S~ ~ m~ 1.
1841
Robert E. Ayo Assistant Secretary
(Rev.7/14/95)
►4uthvnlzing By-Laws and, F`tesalutinras ` •~d•
ADQPTEO BY TME St]ARD C]F ❑IRECTC]R5 [)F COhJTINENTAL GASClALTY COMP/WY:
T'hts Poarer of AtEorney is macle artd execeted purserant Ao ard by author[ty of the faflawing By4.aw duty adopte1 hy the Baaud of Directars
af the CamianY
"PrtIcle Ix--ExecutEan M Documents
Section 3. Appomtnerrt of Attomeyan-fact. T" Chairman of the Board of DirectDrs, the President or any Eoecutrve, Senicr vr
Grnup Vice Presiderrt may, from Lrne to dme, appoirtt by wrrtters cerhficates at4omays-rr#act to act in hehsff o[ the Campany in the
execu4vn of poGeias crf insurance, londs, undertakings and ather Qbhgatory inshuments of like nature. 5uch attomeys~n-fact, subject
tio the Vimda#ions sei fnrTh in their respective oertrficates of authQrrty, shali have ferll power to trind the Gompany by thair sigrotrre and
executian df any sudi instruments and bo attach the 'se~af af the Ccuiipany thereto The Chasmian vf the Board af OiroGtors, the Presidersf
ar any Executive, 5eniar cr Group lfce Presider[t cr the Boarci of DirecWrs, may, at any tme, revake all power and authatty prevrousiy
grsren ta any atbomsy-in-fact
Thm Powee of Attnmay is sigried and sea3ed hy facsimile under and by the authority af the fallaMnng Resoluton adopted by the Hoard
af Directors of the Cornpany at a maeting duly calfed andl hefd an the t 7th day of Febntary, 1993.
"Resalved, that the signahrre ot the Presidant or any Executiva, 5enror or Group Vce Presiclerrt 2ri1 the sea9 of the CcimRaRy rrsay
be afFbeed by bosimite an any power ati attomsp granted pursuarrt to Secticn 3 aF ArWe EX of the By-Laws, and the sigrahore of the
5ecretary ar an Ass►stant 5ecretary and the seal aF the Company may he affixed hy facs[mds ta eny cevliPr,ata of any suoh psawer and
any pawer or coritrficate beanng suvh facsimile signahure and seai shall be vsfid and bmding on the Cvmpany. Any sueh power so executed
and sealed and r,er tif'ied bp certific-ate sa executed and sealed shaA, witli respect ta any tond vr urvderhaking to wTltxh it is attachei,
cortir►ue to be vahd ar.d tnnd'sng vn the Cnmpany °
ADOPTEC] BY THE SaARD aF DIRECTQRS DF AMERIGAN CRSUALT'f COMPANY OF RFrADIAiG, PENNSYLVANIA
This Rower of A1tcsmey ts rrmde and executed pursuant ta and by autlhwaty af the fbibnnrig 8y-Law duly advpbad bp the Board of Qireftrs
of the Carnpany '
"Arttc[e VF--Execuiblvn oT Aaiigatlans and Appolntment af AtMmey-in-Fact
Secharr 2 Appaic[bmeKtt of Attcmeyin-tact. Tha Charntan of ft Board a€ directors, tha IRresrclerrk or any Eieacutve, Senior or Croup
Vice President may, from 6rne tv hme, appaitrt by I n certiPscates atmmaps-irrfact ta act in betafF sf the Company m the e~aecuban of
tm
po[ic"sas of insurance, bonds, undert-akings and vth r4h [i gab3ry instre~merrts of Uke natiure. Suc#o att~meys-in-fact, subject ta the Gmitaans
set frsrth in th~r r~tive ~ ef autY~ortty, aEl Fave full povver tio birsd the Comprany by fhmc sigrature and execuhan +of any such
instrumerts and ta atlach the seal of the Cnrnpanp thereda, Th8 Prmdent or any Exeeu4ve, Serstssr or Grcwp Vice Presidert may a4 any tima
rernoke all povrer and euthority prevtously grverY bo any atmmaywirrfac#,"
This IPaaver of Att.omsy is signed and ssafed 4y facs I imile undec and hy the suthcrrty of the faflowing Rasalubm adopted by the $oard
4f pirectars of the Cempany at a meetarg dulp cailed antJ held on the 17th day of Fehrurary, 1993,
`Reso[+vW, bmt the sigrature af the Presiderst !ar any Ececutrve, Senioc or Croup Uce PnerAderst wW the seal vf the CvmFanY maY
6e affixed by Facsimile on arsy power af aftmey grar~,rted pursuant to SecEion 2 aF Artide lf! of the By-Laws, arsd the signatume oF the
SecnMry vr an Assis#arrt Sect etaay and the ssaf c+f the Company rray be affoced by facsimils tn anp cerl,ificate of any such power and any
power or ce, tifica teatirsg such tacs:imi[e sigetabrlm and sea6 shafl be vafid and binding an the Carnpany Rny suctt pawer so executed and
ssaled and eerhfiesi by certificabe so executed and sealed shall, with respect to any band or undertaking tv which rt is atCached, varvbnue
t+o Ie ►+alid and binding an the Campany,"
ADOPTEb BY 7HE BflAR(} OF DIfiECTORS DF iVAT1DNAL f[RE fNSURANCE GOMPANY OF FIARTFORD:
I
lhis Power of Afmrrtey is made and executed purswM to and by audiarity of the follavwng F2esolution duly adapted on Fshnrary 17, 1993
by the Board of Dkectors of the Company. 0
"RESC]LVED: That the Premdwt an Ejcecutive Irice PresidErrt, er any Senior or Group l~irae Presiderrt af the Corporatron rnay, fmm tme
to Erne, appohit hy wrrtten certfrcatas, Attnmeys-irTFact fio act fn behalf of the Corporabon in the execution af poliaas of insurance, tumds,
undertawngs assd aRher ohhgatury wis°trmmarft of liki) naWre. Such Atmrney-irrfact, subject bo the limfttars saf fvrlh in "r respective
certlfis:ates af authority, shaR have full power to bin the Corporatian Isy their signature and executior► af any suoh instrumerrt and to atkach
the seal aF the Ccrparatien theretEr The PrQS9dent, rs Exwutive Vice President, any 5ersior or Group U~ce Rresident ar the Board of Directars
may at any time rercke afl prnnrer and sutlhoriRy prev ousiY gn+en ta any A3bamayin-Feet"
This Por+rer af Attvmsy rs signed snd sea[ed hy faesirrsile under ar5d by the aufhcrrty af tfts fa9lorving Resalu4an adopted by the 8oard
of pirectars af the Compariy at a meebng duly called and hsld on the 17th day of february, 1993
"RESOLVED: That the signabare of the Presiderrt, an Ececubi+e Vice F'resident or any 5eniar ar Graup Yce Presiderrt and Me seal af the
Cnrporabon may be affaed kry favsimile on any ~ of attannap grar+ted pursuarst to the Resalution adap#ad by this 8oar+d of flirectors Qn
February 17, 1993 and the sigriature of a Secretry or an Assatarrt Secretary and the seal af the Corparativn rray be affocad by fac.simde ta
any c;erlificate ef any sa,ch pbwer, and any power o i, certiHcate bearing sur,h facsimila signature and ssal sW te vaGd a,rd hPndmg vn the
Gorpora4nn. Any such pmer scs emmftd and seaEed and cer#rged hy certific:ate so ececuted and seaied, shaIl wiVs respect im any bond or
undertaiting to which if ts onached, cortinue to be valid and bincfing cn the Coaporation."
1
. 8
~
~aal
BC -STIMATE PRC7JEC'C Valley Ridgs PUDIFIora Lane NAME Dvug 6usko L]ATE 27-Apr-58
pRAINAGEaTEMS UN1TS QLlAN717Y PFdICE C❑ST
1l Dryweil - Type A E+4 135(] 00 0.00
2} Drywell - 7ype B 'EA 1700.00 000
3} CRrate - Ti ype 3 E,A 320.00 000
• 4) Grate Zype 2 EA 34500 0.04
S) Grate - Type 4 EA 30000 0.00
fi) Backf'iIC Far OW CY 1725 000
7) Concre#e Iriiet EA 8OQ.00 0.00
8] C.M Pipe 10° I]ia LF 2400 0 OD
9} G M. Pipe 12" Dia (for 26 appraaehes) LF 520.00 27.00 14040.00
10) C.M. Pipe 9 5° Dia LF 2900 0-00
11) C M Pipe 1 S" C3ia LF 30.IX0 O.W
12} Rsecast Manhale ER 1500.00 000
13] Solid lid EA 32500 0.IX1
14] ❑dch Excavation C'M 1000 0.0D
15) Sad SF 070 0.00
NCYN STAN[]ARD QRAINACiE ITEFAS
.
1] Wiibert Vauh Gurb Intet FJ{ 25000 4.00
2) C'M. Pipe 24" Oia. CF 4500 33.00 1485.IX0
3) 0.00
0.00
$r 0 00
s) 000
pRAINAGE SUBTOTIAL 15525-00
16) MQnwments EA 18500 000
17) Bamcatie LF 3500 000
18) Street Signs EA 9000 0.00
OTHER SIJBTOTFIL 0-00
• {',RADING, SIJRFAC€NG, CURB, ANQ SiDEWALK
19) Rough Caracle GY 5T7 00 1000 5770 (70
ZLl] Top Course CY 44800 1550 6944.00
21] Base Ccjurs@ CY 15 5t? a0l)
22) Asphak Cvncrete Tons 25300 46.00 1209800
23) Curb Type A LF 750 000
24) Curh Type 8 Lf 850 0.00
25} Curh Type FE LF 850 000
26} 5idewalk 5Q YO 1750 000
NC7N-STANaARl] RQPD ITEMS
1 ) 000
2) a.L1CN
3) 000
q} _ 0{3Q
GRADING AND SURFACiNG 24812 []0
~ CC}HSTRI7CTION Ti)TAL $ 40,33700
~t~/r~r-°-- ~~~C • ° ~ ~.~..,3 ! ~~7, ~ C7
- ~ _
r
BC -ST1MATE
PRDJECT Va11ey REdge P1JCllEightt► Lane NAME Doug 8usko DATE 27-Apr-98
DRA[MAGE ITEMS ' UNITS QUANT6TY PRICE COST
1) []ryweli - Typa A EA 1350.00 0.(]0
~ Orywell - Ty~ B EA 170000 0.00
3) Grate - Type 1 EA 320.00 D.(JO
d) Gcate Type 2 EA 34500 ❑.[30
5) Grete - Type 4 EA 30000 0.00
F] 9ackfi3l Fvr ❑W CY 17.25 0.0[]
TJ Gorxrete Inlet EPs 800.00 00
8} C M. Pipe 1cr Dta. LF 2400 000
9] C M. Pipe 12" pia. LF 27.00 000
10} C M. Ripe 15' ow LF 29.00 0.00
11) C MPipe 18' Dia. LF 30.00 0 00
12] Precas# AAanhale EA 1500.00 0[}0
13) Sdid Gd EA 32500 0.00
14] Dits:h Fxcavation CY 9000 0.00
15} Sod SF 4.70 0.[]0
Nt7Ed STAJ+€DARD DRAINAGE ITEMS
1) Wdhert Vau1t Curb Irsle! E4 254.[l!} 000
Z} 0 00
3) 0.00
4] 4 00
5) 000
6) Q•f}0
DFiAfNAGE SU6TO7AL 0.00
1€}i Monurrrenta EA 18500 0.00
17) Bamc~de LF 3:.00 0.00
18) Street 5igns EA 900(] 0.00
OTHER SUBTOTAL 000
GRAaING, SURFACING, CL1RB, APff] 5I8EWALK
19) Rvugh Grade CY 351.00 10.40 3510.00
20) Top Course GY 0d 1550 4231.50
• • 21) Base Caurse CY 15.50 0.00
22) AspFak Crsncrete Tons 16000 46.[3(1 7360.00
23) Cur6 Type A LF 750 000
24) Curb Type 8 LF 8.50 0.00
25] Cur6 Type R LF 850 0.00
26'j 5KWvralk 5Q YD 17.50 0.00
Nf71dS7ANbARD RC]AD ITEHhS
1 ) 000
2] 0.Q(ti
3) 0.00
4) 0•00 .
GRADING ANl] SIJRFAGING 1510150
CON5TRUCTION TQTAL $ 15,10150
_
r
r -
8C _ _5T1Mf4TE -
PROJECT VallBy Ris3ge PUDJSeventiV.lerstad Lanes hiAME i7oug Busko [3ATE Z7-APr-98
DRAINAGE ITEMS UNlTS QUAhITIiY PRICE COST
1) DryweU - Type A EA 1350.00 0.00
2} Dryuvel] -Type 8 EA 4700.00 000
3) Grale -Type 7 EA 3201.00 ❑0Q
d) Grate Type 2 EA 34500 000
5} Grate -Type 4 EA 300.00 0.00
fi) 8acldil For D1N CY 1725 000
7} Concrete fnlet EA 804.00 [1.00
8) C.M. Pipe 90" Dia. LF 2400 O.iDO
9] C.M Pipe 92' ❑ia . LF 21000 27.00 5670.00
10) C.M. Pipe 15" Dia. LF 29.00 0.00
11) C.M. Pipe 18" Ota. LF 30.OQ 0.00
12) Precast ManhoW EA 1500.00 0.00
13) Sv4id lid EA 32500 000
14) ❑itch Excmtian CY 10.00 0{)0
15} Sod 5F 0.70 0J
Nf]N STANOA6id DRA[NAC;E ITEMS
1) Wilbert ►Jau1t Curb inlet EA 25000 000
2} C M Pipe 24° Dia. LF 125.00 33 OD 412500
3} a.DO
4} 000
5) 0.00
6) 0.00
DRAINAGE SUBT[]TAL 9795.00
16} AAcrnuments EA 18500 000
17y 13amcade LF 3500 000
18) Street Signs EA 90fl0 0.07
C3THER SUB7QTAL 000
GRADiNG, SURFACENG, GLJRB, AND SIDEWALK
99} Ftough Grade CY 1140,D0 10.00 11400.00
20) Tcp Gaurse C1' 88700 15.57 13748.50
21) Base Caurse CY 1550 0.00
21} Rsphaft Cancrete Terrs 519.00 4600 23874.00
23) Cueb Type A LF 750 0.00
24) Curb 7ype S LF 8 50 0.00
25} Gurb Type R LF 85[] 0.00
26) 5idewralk SQ YO 1750 0.00
NON-STANDAR❑ ROAE] 67EM$
1 J a.00 "
zf 0.00
3) 0.00
d) O.t10
GR14DIIV'u AfVD 51JRFACING 4902250
CON3TRl1CTION TOTAL S 58,81750
BC':_ _STiMA7E
pRD.IECT Valley Ridge PUDNslley R'sdga Lane NAME Doug Buska dATE 27-APr,98
C}F7}UNAGE ITEN[5 UNITS QUANTIT1' PRICE CC75T
1) pryw-W _ Type q EA 1350.00 0.00
2) Clryvren - Type B EA 170D 00 0.00
3] Grate -1'ype 1 EA 32[}.0D 0.00
4) Grste 7ype 2 EA 345.40 4.00
5) Grate - Type d EA 300.00 0.00
67 BackfiU For DNf CY 1725 0.00
7} CcrKgvte Inlet F-A 800.00 0.00
By C M. Prpe 1 (l' Dia LF 24.00 000
9) C.M. Pipe 12" bia. LF 45 OD 27.00 1215()0
14} C.M. Ptpe 15' Dia. LF 2900 000
11) C.M.Pipa 1$' Dia. LF 3000 000
32] Rrecast Manhcle EA 15w.00 0.00
13} Sdw 6d EA 325.IX0 ❑.00
14) Ditde ExoavaWn CY 10.00 000
IS) Sod 5F [}?a 000
N7N STMIDARD C7RRINAGE ITEAAS
1] VlfgberC Vault Cuch lnlet EA 250.00 000
Z! C.M. Pipe 24 flia. LF 45.00 33.00 1485.00
3} 000
4) 0.00
5) 0 OQ
6) 0.00
IQRAIINAGE SLJBTOTAL 27DO 00
15} Morruments EA 18500 000
17} Barcicad8 LF 35.00 0 00
18] Sheef Ssgns EA 90.07 0.00
cJTHER S196TOTAL 0.00
GR.4DfNG, SLIRFACING, GUR9, AND SIOEW'ALK
19) Rcug, Grade cv 374.OD 10.00 3740.00
20) Yop ccurse cY 241.00 1550 451050
21) Base Course CY 15 50 4€70
22) Asphaft Corcrete Tons 17000 45.00 782000
23) Curh TypQ A LF 750 0 i3D
24} CurbType B LF 8.58 0.00
25] Cur6 Type R LF 850 0.00
~}i Sdevvalk 5o YO 17.50 0.00
hfON-STANDARD ROAf] ITEMS
000
2) 0fl~
3) 0 w
41 000
- GRADING AND 5lJRFACIIdG 16070.50
GONSTFEUC31DP1 TflTAL 18,T70 50
STREET QUANTITIES
PRpJECT NO.- PET1803 ❑ESTGNER- DOUG SU5KO DATE- 4/27/98
FRQJEGT DESCRIPTION- VALLEY RIDGE Pud, GdOD SAMARFTAN" CENTER
3TREET # 1
NAME- E~GHTH LANE LENGTH- 1254.00 FT. WIDTH- 10.00 FT.
$EGIN+iING STATYON = 0.00 ENDING STATION ~ 1264.00
QNE SIDE ONLY PWIDTH= 15.00 EWTOTH= 5.00 QWIDTH= 0.00
TERM ~ 1 : CHOPPED
TERM # 2 : CHOPPED
ITEM MEASi712EMENT QUANTITY
S[JRFACE AREA- 12640.00 S. F.
RaADWAY EXGAVAT I dN 0.75 F'T. 3 51. 1 C. Y,
CRCT5HEL1 S[JRFACING TOF COURSE 0.58 F"T. 273.1 C.Y.
GRUSHED SL3RFACINC S.ASE CDURSE 0.00 FT. 0.0 C. Y.
ASPF-IA.LT CONCRETE 0.17 FT. 160.0 TC}NS
CURB TYFE P, EXTSTING 0.00 FT. PRnPC]SED 1264.0 FT.
ST1~~ET # 2
NAME- VALLEY FLId)GE I,ANE . LENGTH- 396.00 FT. WIpTiH- 34.00
BE~INNING S'Y'A"I"IbN - 0.00 ENDING STA°I'IDN = 396.00
TERM # 1 : CHOPPED
'PERM # 2 : CHOPPED
ITEM MEASiJREMMENT QLTANTITY
SiRFACE AREA- 13464.00 S.F.
RDADWAY EXC'AVAT I ON 0.75 F"I' . 374.0 C. Y.
CRL7Sd3ED SiTRFACING TOP CUURSE 0.58 FT. 290.9 C . Y ,
CRLISHEU SURFAGING BASE CvCTRSE 0.00 FT. 0.0 C• Y-
ASPHALT CUNCRETE 0.17 FT. 170.4 TmNS
CCTRB TYPE A Ex3STING 0.00 FT. PROPOSED 792.0 FT,
STREE'I" 3
NAME- FLOR,A LAN-El LENGTH- 569.00 FT. WIDTH- 34.00 FT.
BEGINNING STATYON = 0.00 ENDING STP,TIaN = 569.00
YNTER # I T INCLUDED ISWIDTIi = 34 . 00 SK = 0.00 RAD = 30 . 00
'I'ERfifi # 1 : CHOPPED
TERM # 2 : CHOPPED
ITEM MEASLRIIMENT QLdRNTITY
S'LTRFACE AREA- 24752 .28 S. F.
F2f3ADWAY EXCAVA'TIC]N 0.75 FT. 576.5 C. Y.
CRCTSHED SURFACINdi 'Y'aP CDLTRSE 0.58 FT. 448.4 C. Y.
CRUSHEQ 5URFACING BASE CDURSE 0.00 FT. 0.0 C. Y.
AS'PHALT CDNGRE'I"E 0.17 F"I' . 262.6 Tt3N5
CiTRB TYPE A EXISTING 0.00 FT. PROPOSED 1138.2 FT.
STREET # 4 .
NAME- SEVENTHf JERSiAD I,---S LEI3GTH- 1083.00 'W'IDTf3- 3
BEGINN3NG STATIQN = 263.00 ENDING STATION ~ 1346.00
INTER A 1 T INCLUDEI] ISWID'I'H = 34.09 SK = 0.00 RAD = 30.00
INTER 2 T INCLL7DED ISWIDTH tl 34 . 0fl SK =0. 00 RA❑ = 30.00
I1dT£R. ~ 3 T INCLLTDEF] ISWIT3TH = 34.00 S3{ 00 RAT3 = 30.00
TERM ~ 1 : CH(3FPEL7 ,
TEM 2 : CIiOPPED
ITEM MEASUREMENT QTIANTITY
5T,7RFACE ARFA- 41040.85 S. F.
RoADWAY E7{CAVATIC3N 0.75 FT. 1140.0 C. Y.
CRUSHED SURFACING TOP CDi7FtSE 0.58 FT. 886.7 C. Y.
CRUSHED SLTRFACINC3 BAS'E CC)T,7RSE 0.00 FT. 0.0 C , Y.
ASPHA,LT C❑NCRETE 0.17 F"I' . 519 . 3 T9N5
CURB TYpE A EXISTTNG 0.00 FT. PROP05ED 2166.7 FT.
TQTALS
R❑ADWAY EXCAVATION 2441.6 C.Y.
CRUSH.ED SURF'ACIAiG 'I'C3P COLTFtSE 1899 , 0 C. Y .
CFt[TSHED SURFACING SASE CQT,]RSE 0.0 C. Y.
ASPF3ALT CQNCRETE 1112.3 TQNS
CT3RB TYPE A
.
4/iL+Z./R$
%TaT~ 4 r n[~E p~ 5~ c.7'*a ++1 y~+~.u w~~ F~a rh 'T~A ~Fe e_ ~~e.trr~,• 1444-
~
p • ZS LdV yie ZGC, ~
~GiC11~1~ M~ I►,1~~ CarM Mt ~h~l~
~5~ ~pra ~tTra~ ~ a. ~►r~,r~l ~ r ~ ~ ~ o k_ ~ Zjrz
r&~~~
^ ~a o ¢ 7-67r*t 1*iTFiX5i5CT ►aV VDLUw►F- 7 Z
` TarA L C0JF- *F Src7nI1qZ- = /SZA oo
,~~R~r~P F'~-t.~rr o~ ~ e~~~ ~~~t ~ ~1 ~►Z y °~+'b ~ 17 7.
. ~
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4243125
Pag~• 1 of 3
idYL4R _ ' 0P,~S~9448 b3,01P
SpOkane U, Il _
AFTER RECORT1IIVG RETUIRN TO:
Sqokane Ccsunty Public Works
I]evelopment Engineenng Sernces, 2"d F1aar
1026 W Broadway Ave
Spn&ane, WA 99260-0170
Dacument Tine: ❑rain$ge Deeelaration af Covenant
~'rrantor. The EVangelical Lutheran C'iovd 5amarikan Snciety
Crrantee: 5pokane Caunty and 'i`he Public
Abbreviated Legal Description; Sec. 24, T25, R44, Valiey Ridge PUZ)
Assessor's Tax Paurcel Numbers• 45245.9118, 45241.9115
County Reference No. PE-1803
in canssdrrahon of the apgr[sva] by Spnkane Caunty af Valley Rsdge PUD (Fereinafier reierre9 tn as thr
"plat"), nndersigrted cavcsants and agrees diat
Spa3saae Caunty and rta authonaed agents are hereby grauted the nght w ungress and egre.ss t4, aver and
ftam ajl pubGc drauagc easemeats for the purposes af mspecti4n and emer$ency maiatenance Qf drau3ge
swales, ponds, ditches, culver[s and other dramage facilities, if nat praperiy mamGuned by the property
owneP. Spvkaue Cnunty does not acecpt the respvnsibihty Cu msped ar mantain drauiage facaides locatcd
outside of pubuc rights-of wap, exrept in e.am wtserc 5pokane Caunry sgecifisally assumes i7w
responsibility in wrifing. Neither does 5pcrkane County+ ac.cepk any lLability Fvr any fatlure hy the Properl]'
owncr(s) to prngerly maiatain such anea.a
°Me pmperty nwrters ws[Fun this plat shall 6e held respansihlc Far keepsa8 opcn and matntai ni ag rhe surft=
paih of natural or rnan-macfc drainage ffow over and across their respective prvpeeties If the PropertY'
vwncrs f2u1 tv mamtaia fhe surfiLce pa[h of naiural or man-made dramsge flow, ac dratnage faeih[iss an
private prupereies, a notice of such failure may he given to the property owerei [f nnt corrected withm tho
penod nubeated an said not'rce, 5pokane Caunry has thc nght ta eorrect fhc rnaintenance failure, Qr have at
ccirrectnd, at thc axpense aE the property arvaer
5pokane Cnunty does not accept tlse re.spQnsibility of mautwnng the drainage caursc on pnvate lrFts nr
floodpfaln areas rvithin pnvafe lars, nar the responsihiliry fvr &ay damage whaLsoer+er, including, 6ut nat
limited tu, mveese condannatsvn to any properties due ra de6cienr anrisiruction andlUr maicttenancc Qf
drauuage Wurses Ln drmmage easeinenis an pnvute property .
Any buildmg that is erntsfirueted an a kot m ttus plat shal] be se[ aC 5ueh an elevatLon so as ta proti7de
positive drautage away Fram any drauiage enLry point Tv the 6uilduig {mcluding buc not lumted ta a wandmv
well, a wnndmv unprvicec[ed 6y a wnndmv well, or a duonaay) Said positiVc dramage shal] wnsist of a
minunum slope af 3"/a away £ram the huildng fae a distannc a£at teast 16 feet fram the buAdmg. 'I'he iots
shall bc graded so that either a] aU nuioff is routed away From the ksuddsng, and canveyed over fhe !ot to a
natursl drsinsge swate or apprvved dr.unage fatiliry, or h} dr$7'ge uitercepied an the kat is dispased af on
ihe lat ui an apprnved drainage facility All drasnage faciljtLes fnr [his plat, incl udug asiy `208' svvales,
shall he e,oastructed uy ar~oardwce rsn[h the approacd pfans an fiEc ai the Spakanc County Engiruaer"s
DPhce AnY pmpqsed changes to the agproveci raad and rlra;nage pfans must he appmved by the Sp4kane
County Enginaer's Office pnor ta cvnstructian af said changes
Therc may exLA pmpertLes [ocatesl uptull and adjar.~stt to this subch►nsion which penodicalky discharge
starmwater aunvff rsnto mdivtduaf liDts within this plat 5wrxnwater nuoff froan nearby uphifl properties
shavld he expecWi, and chenng snaw melt penods or Avt seasvns thn lots may be svbjected ta lvgher
amounts off starmwater eunofFthat wlsat is nnrnal6y Q6served or anricipateti $ecause stormtiwatcr runnff
fevm atljas,ent praperties have discharged antn tlas plat pnor to developmenc, starmwater ruaoff wiCl lskely
cnnGnue to do sv afWr develrrpmene
4243125
Page: 20#3
~p1113l199~ ~i:~1 P
1i4Y10R COY S10.90 Spokene Cc, W1
The proparty owners ►vithun this pfat shaU rrraintain all watee qnalyty swales ("208" swa9es] and drainagc
ditches situated un their rrspech►e progerties, and any portmn of a`208' swale situatod m a pu61ic nght-
af-xay adjasxmt tn fheir respecdve pra}erties, with a penronent graund cover as spceifie.d m the currenily
apProvc3 ,aied arceptad plans an fi!c at Spokane County°s Engmeer's Offir,e Ncr mctsuxes, ancludmg
fences, shall be cvmstuctod dit+actly o►+er or witlun a`248'swale without the ecpressed wnttcn cvnsent of
the Spo!!lcane Cauaty ~nginr.er. Spvkame Gvunty dces nol aorept the responsibibty tv inspect aadfor
mauttain the draieage easenents vr d.ainage swales, nnr does 5gnkane Couaiy accepi any Uahilny frsr any
failure by the lot awuer{s} to properly maenftn sueh arms
'Ilie Evangelieal Lutheran Gond Samaritsn 5acieEy ar its sucressors tn iaurest shall matntarn the
draiRage t'acilitics, locatcd in r.omman areas and Tract A, m cvnfcsmuanae with the approved plans on frle a[
the Spokane Ceiunty's Fngineer's iYffiee A+lsintenanr.e of drainage facilities includes, buc is nat hmftt to,
keegn epeu and cZeamsg srarrn pipes, ditches, drauiaSe ponds, swales, ets, eeplaoerrerst of drainage
iasslrtaes as ncedad, and maintaanung li►+e native-type dryland grasses ar lawn turF iry tke `208' svspsles
9acatai in commna areas or tracts, ►vitk m,puoeat skruhlerp andlor uccs, which da nac ahstruct the flow arui
peraolativn of stnrm drainage svater mft dessinage swate as indicatrd 1hy the apprenFed plarLS The
EvangrrJbesl Lutheran Gaod Ssmaritsn Soriety shall be respons=hle fbr payment of all clauns snd othcr
1sabiIities wrftisch may 6ecome dua Fvr said maintwmce respnnsi6ilities
If The Evangeiieai Lntheran Gnod SamariLan Soeiety, or ttserr successors in intere.sf, €aiI ta maiatam ihe
dramge i'acilities m confarnianrx with the acccprcd drasnage plan on file at the Spok'anc Coumy Engmcer's
OfFiee, s natice of sueh failure may he given to The Evangrlieal Lutheran Good Samaritan 5fleiety ar
theu sue.cessars ui interest by ttu Cnuaty Engneer If noY esrrrected witbin the pcnad indicated an said
natice, Spakane Cvwsty ltias the nght to onrr= the mamtenance 'FWnrep ex kiave it cenwtad, at the expense
a£'The Evangelica! Lutt►ersn Good Samaritan Satiety or their sucoessors m 'sntcrw.
Should 1'he Erangelicaf Guthersn Caod Sanaritsa Society sell ainy of the fots m this plar, a
homevwreer's assmiation shall be farmad hy'[he Evangelicai'Lutheran Geod Sssnaritasa Soeiety pnvr tcs
the sale of any lvt a4ny Poi that is satd mnsc be amembGr 4F the homeawucr's association. The
homeowncr's assmattvn 9a1G be granted casements that define its ma,nrename respDnsLhihhes and Etse
bylaws shafl prvvide for r.vllecUrn of annval few tra praPerl'y Pmvide fvr the per,petual maiaienance of the
c3zaiaage facilirirs fnr rlus plat.
5hould The EvsngeHr.nl Lutheran Qa"OOiI Sgmaritan guciety attdlna ifs homeowner's associatim f1e
terminated for any reasae, the suceessrrs in interest sha11 bt the intuaidua[ lot awners, rar their sur.sessors m
mterest, who are memliers of The EY$ngQI1C8r LogheP8t1 Good 5amaritan Society andlor its
homeowncr°s assacsataon at the tirne of said terminatiare 7he succmars m unerest stall share equally m
the respansibaity and cost of mamtammg said dr +A,e facibties
Ttus r,.avcnassi and agrcement sWl nm with the land ui perpctuity, ansi shail be bmding upon the mwner,
their heus, Sl1CCC55QI9 0i1d 3551$iLS, msluding the rshliganon to parEicipaw irt the ma;,dP++a•,ce of the dra.inage
facilities as prQvicled heran
~
~ 424',.
~1)1311998 WMF
iAYLOR ooV 110,0D S➢otanc 4,1a
IN WITNESS WHEREAF, thc undersiped has ramed this instxument ta bc
executed on tlus 1Dthday of Julv 1998 •
Evanoelzcaz Lutheran C=d Samaritan SocietV ID&A Spvkan2 Va11ey Good Samaritan Village
~~~ORATE NAME
iiRl pzGqi3eg9 e AdmiYaiStr3tCr
iVame and Tiile
e ana Tzcf e ~ ~
f
STATE aF WA5HIAiGT'OIV y
COLFNTY OF SPOKANE }ss
1 certLi'y that I icnow or 6ave saasfarxary evidenw ttat
3itn Droppers
is the persun vsho appeamd hefnre me, and said perscm acknowledged that (helshe) signed tlus instrvment,
an crath stated that (heJshe) rras auflorrzed to exeeute the Esisvument aad ar,imow[edged it ta be a f-ce and
►+oluatary ast af sueh parcy for ttie uses and yurpvses menmooed w tkre instnunent.
T}1ICd
~
,~D~ K. s~~I~~S NO'E31}' P1i531C ~7 i7i1E~ fOt'L~1e SF3TiC d~
W85htngt(T[]
SrATE oF WAsHINGrox My Appomtrnenc Expires '3
NoraRY PUBLIc
1n CoWilwox E9MS 6-1i-99
08/27i98 THU 11:52 FA-1 FIrst Americsn Tit'° Lei 001
. ~ .
~ Va__P_~
FSE: Valley Gaod 5amarttan INDC]fiSEMENT
Aitached to P+alicy No.
. Order No : 725435-JL
lssued by
F'irst American Tirle a'rrsiarance CarrapOlly
7he Company hereby assures the Assured that. subsequetit te the date of the Guarantee issued under tFse
aaove number, no matters are slnpwn by the putalic record5 which would affect the assurances in said
Guaranfee other tY►an the folEcaWin9:
' 1. Paragraph Na. 5 has now been deleted.
`~he tQta1 iiabiiity of the Gompany under said Guarantee and under this I ndorsernent thereto shaEl not exceed,
In the agg6egate, the amount stated in said Guarantee.
This lM4rsemertt fs treade a part oE said Guarantee and is subject to the exdusions from coverage, the limit5
cst lia6i3iry and the other proVisivns af the Cnnditior}s and 5t;pulations therein, ekcept as modifiea by the
provisions hereof. -
❑ated: August 24, 1998 at 8:00 a-m-
RECEIVEa
SPflKANE GC]UNTY
AUG 2 8 1998
DfillSil7N OF 6EJfWftVC AND Pl.AE+fN1AlG
BY:
'ti
1"i1"5 tle T77.SY~"T'aTLCE CC1mpdliy • ~ • ' • "r~
~17"L@]"bCalR ~ r I ~ , . . • ~
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PRP51DE4T
~J 'li• iC7~
~Y ASSIITANT SECRfbAkY
n,
t `"y ~w :a,,ti s**"''r- •
I"rrst Americrrfr 'fit2e ~•of pa9es ► ~ ,
7e ~Frorn
Ca. `Ca. .
I
Qept ~Phone J;
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FIRST AMERlCAN TITLE 1NSLlFAN+CE COMf'ANY
~ ,Et4ST 40 7RENT AVENUE
'SPC]fGA'+1E, WA5N1NGTON 99202
(509) 456-0554
pIREC'F LINE Ft]!t JON LYNCH 838-7595
SEGOND pMENDED SUBD1V15IOfd GURRANTEE
ORDER NO.: 125435-lL F'ROPOSED PLAT:
L6ABkUTY: $1,000.00
FEE: $i 50.OQ TAX: $12.15
FIAST 14MER1CAN TITLE INSl1RANGE COMPANY, a CaEifomEa corpvration, herein ca1[ed the
Carnpany, SUBJEC7 TC] THE LIABIl..1TY EXCLUSIC]NS ANO L1PdlITATIONS SEf FORTH 6ELOW ANG
- iN SCHEDULE A. GUAFfANTEES
TAYLOR ENGINEERING.
herein calsed the Assured, againsC actual I❑ss not exceeding the liabiliry amount stated ab❑ve which The Assured shall
sustairr by reason of any incarrectness irs the assurances set forth in Schedule A.
LfABlLITY F-XCLLJSI{)NS AND UMITATIONS
1. Na guarantee is given nor 8iabilrry assumed w'rth respect to the val€diry, legal effect ar prioriry ai any matCer
shown herein.
2 The Campany's liability hereurrdef shal6 be limlted to the amcrurrt o# actual IQSS sustafned by the Assurec#
because of reliance upon the assurance herein set farth, but in nn event shall the Carnpany's IiabiEiry exceed
the IEability arnount sei forth abvae.
3. This guarantee is restricted to tRe use of the Assured for the ,purpose of providing title evidence as may be
required when subdiv°sding land pursuant to the provisions Chapier 58.17,fi.C.W., and the loca1 regulations
and ❑rdinances adopied pursuant to said statute ]t is not ta be used as abasis for cfosfng any transact'son
affectirrg tit[e to said property.
RECEIVED
sPoKANE cOuNTv
AUG 2 8 1998
' DIVISIC7ft! DF SLfIE.DIG+1G Ai1VD Pd.ANNl1'aC'a
BY,
Page 1
SUBDIVISION GUARAN7EE
C?RD€R NO.: 125435-JL
SCHEDULE A
The assuranGes referred ta on the face page are:
A T€tle ls vesTed in: THE EVANGELlCAL LUTi HERRN GC7C7D SRMAR6TAN SDCIEIY, A NORTH E?p1CO7p
GDRPDRATiOIV, bOING BLJSINESS AS SPOKANE VALLEY G❑D❑ SAMRRk7AN CEIVTER.
B. That according ta the Comparry's title plant recards relative to the following described rea9 ,praperry
(including those records mainiained and indexed by name), there are no other documenis affecting tlde to
saPd reaE property or any portiorr tnereof, other than those shown belaw under record matters.
The follmwing matiers are exc9uded frorra the coverage vf this guarantee:
i Unpaten#ed rnining claims, reservatians or exceptions in patents or in acts authorizing the issuance thereo#
2. Water rights, efaims ar titfe to water.
3. Tax Deeds t4 the State of ►Nashington
4 Documents pertaining ta mineral estates.
DESCR4PTIC)N:
Fhat por[iQn of tlae East half of SEGTiOP124, TOWMSMiP 25 EVQRTH, RANGE 44 EAST, W.M., in 5pokans County,
Washingtan, described as faflows:
B EGINNING at the East quar[er carner ❑f said Seetion 24; thence South 00 0 33'24° West, along the East Eine vf said
Sectian 24, 610.00 feet; thence North 89°33'41" West, 667.00 feet, to the West line of the East half of the Nvrtheast
quarter of the 5outheast quarter af said Sect€on 24; thence Ncsrth 00°29'59° East, along said West line, 613.90 feet;
thence North 00°19'12" East, along the Wesc line at the 5outheast quarter flf the 5autheast quarter of the Nvrtheast
quarter of said Section 24, 656.95 feet; thence South 89115'28°East. alang the NQrth line of the Sautheast quarter
of the Sautheast quarTer of the Nartheast quarter of saict 5ect9on 24, 668.15 feet, ta the East fine of said Section 24,
thence South 00 0 18'23° IlVest, alang said East line 667.31 feei io THE P❑iNT OF B€f,aINNINC.
Page 2
[3RDER MO,: 125435,Ji.
AEC{lAD MA7YER5:
F~
1. General taaces for the year 1998 were paid in the amount of $1,235.41 €flr Tax Account No.
45245.9140. The assessed value for Iand was $78,840.00. _
Affects: This and ather properky
2. Easement:
Gra.ncee: The Wa,sbington Water Fower +Gompany, a corporatian, its successors and
assigras '
Purpase: Tv erect, csaristruct, recvrbstruct and rriaintain an eleMicai distribution Iine
and appurtenances.
Recarded: April 11, 1945
Recording No.. 650064A
V olume,l P'age. 517,1476
Affect,s: Said premises a,nd vther property ~
3. Easement:
iCrantee: The Washington Water Pawer Company, acorporativn, its successors and
a5signs
Purpase: To erect, CDT15trilct, reCOnstruci and maintain an electriCal disttibutfOn line
and appurtenances.
Recarded: Ju1y 3, 1945
Recording No.: 65$470A
Valurne`Page: 522/023
Affects:, Said prernises and other prvperty
Page 3
i
QRDER NO.: 125435-3L
4. Spokane County Sewerage I7eveloper Cannectian Agreernent and the terrns and cvnditions
thereof:
Betvveen: Spvkane Caunty, apolitica1 subdivisivn aC the 5tate of VWashington
And: Ev. Lutheran Gaod Samaritan So+ciety dba Sgakane VaYley Good
. Sarnaritan Center
Dated: March 17, 19$7
Recorded: March 20, 1987
Recording No.: 8703200315
5. Easement and conditivns contained therein as created or disclvsed in instrument:
Recarded: Navemher 17, 1987
.
Recarding Na.: 8711170213
For: ingress and egress and egress and for utilities
Affects. Said preYnises and other property
6. A recvrd of survey reearded an Novem6er 8, 1994 under Recording hTa, 9411080143, in
Bvok 62 of Surveys, Page 87 and Taecember 7, 1994 under Recording Nv. 9412€370083, in
Sook 62, Page $7A, purpvrting tn shaw the herein described (and vther) land.
7. Evidence of the authvrity of the afficers of The Evangelical Lutheran Good Samaritan
Svciety, a North Dakota Garporativn, . d f b/a Spakane Val1ey Good Samaritan Center, a
Limited Tliahility Company, ta execute che fvrthcorninginstrument. Cvpies of the Certificate
of Farmation and the Operating Agreement should be submiited, together with evidence of
the autbority of the af£icers of The Evan¢elieal Lutheran Gaod Samaritan Scaciety, a Nvrth
Dalcota carpQration, d1bra Spvkane Va,11ey Govd Samaritan Center ta execute the
fortkacDnrLing instrument.
~
Page 4
_ . - - '
C]RDER N[3.: 125435-JL
8. Nvtice to'The Public, vaherein Evangelical Lutheran Gvad Saxnaritan 5acsety bereby aga'ees
to join and participate in the formation of a coutaty Ftoad Innprovement T)istrict (RI3)
pursuan# to ~'tCVV 36.$$, at such time as a district may be farn.aed ❑r any raad impravement
project sanctioned by Spokane County. ne ovvners, their heirs and a,ssigras furtber agee
not to vppose ar protest any legal assessments far said Road Improvement District (RID)
established pursuant tv RGW 36.88, recorded Nvvember 17, 1997, under Recording No,
4161398.
9. 17rainage Declaration of Covenant: '
Ececuted by: The Evangelical Lutheran Good Samiaritan Society
Dated: July 10, 1998 •
Recorded; 3u1y 13, 199$
Recordang No.: 4243125
EffeCtive []ate: Augu5t 24, 1998 at S:{l(] A.M.
JL/mea
First Ameracan Tatle Insurance Cvrra,pany -
~
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~
BY PRESIDENT y; t i B E F;'1
x -
G f ~ r
A55157ANT SECRETARY
Page 5
■ , .
- S ~ • A NER f Fi.rst Ameri.can Title C...apuny of Spokane
East 40 Trent.Avenue, Spvkane, Washingtvn
~ (509) 456-0550 FAx (509) 747-27151
Aloe
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VOLUME PAGE . SECTION 7C3WNSHIP c~ RANGEW
This s'ketch is fumished as a courtesy vnPy by Firs3 American 7rife knsurance Company arsd is NOT a part ot any t"stle comrnitment or p❑licy
o€ trtle insurance. This sketch is furnished so9ely for tha purpose af assisting in 1ocating the premises and daes nat purpord to show all
highways, roads or easerr►enis a#fect9ng the praperty. No relianr.e should be placed upvn this sketch for the location ar dirnensivns of
the property and n4 iiability is assumed for the correctness thereof.
, -
,
. . ` .
FIRSr AvrERIcAv rirLF InrsuRAnrcE cOMPAnrr
EAsr 40 TRENr AvFrvvE
SPOiC,4NE, WASHlNGTON 99202
(509) 456-0550
llIP-EC'ti' F.INE FDR ,IC]N LYNCH 838-7595
AMENDEQ SUBDIVI51C7N GUARANTEE
ORDER NQ.: 125435,lL PRdPOSED PLA°f:
LJABILI°fY: $1,000.00 RECEIVED
FEE: $»a.oa APR 4 9 199$
TAJ{: $12.15 SPOI(ANE C]tfMY ENGfNEER
FIRST AMEF3lCAN TITLE INSURANCE COMPANY, a Calffvmia cnrporatfan, herein called the
Cornpany, 5UB,9ECTTOTHE L1ABILI7Y ExCLlJ51ONS AND L.1M17ATIONS SET FORTH BELOWANC7
9N SCHEDUL:E A.
GUARAN7EE5
TAYLOR ENG€NEERING.
herein cailed the Assured, aga€nst actuai Ipss not exceed9ng the liability arnount stated above which the Assured shall
susiain by reason of any incorrectness irr the assurances set forth [n Schedule A.
L1ABiL,IYY EXCLLJSiQNS ANb LIMITAT1QN5
1. No guarantee is giwen nor Efahility+ assumel wif'h respect to ihe validity, aega] effect or priorit}r of any matter
shown herein,
2. ~fihe Company's liability hereunder shall be flrnfted to the amount of actual Eass sustained by the Assured
because af rellance upon the assueance herelrr set forth, bcn !n no ev+ent shall the Company's Elabllity exceed
the IiabifiCy amaunt set forth ahove.
3. This guarantee is restricteci to the use of the Assured for the purpose vf ,proViding tit€e evidence as rnay be
required when subrlMding land pursGant to the provisions of Chapter 58,17,11 C.W., and the local regulat3ons
and ardinances adapted pursuant to said statute Ii is not to be used as a basis for closing any transaction
afiecting tiTle to said propeiiy.
Mr-ur-wtO
~~~~~E COUlV~
~ ~
PLMMG
sY:
` Page 1
5kJBDLV15EZ3N GUARAAETEE
dRDER NO.: 125435-JL
SCHEaULE A
The assurances refsrred to on ihe face page are:
A. Tftle Es vested in: THE EVRNGELICAL LLITHERAN GODD SAMARITAP] SOCIEfY, A NORTH DA14C3TA
CQRPQRATI0N, DING BUSINESS A5 SPUKANE VALLEY GDOD SAMARITAN CENTER
B. ~'~►at accvrding ta the Gorn~ny's title plant recards relati~e Eo the following descri'~ real property
(Incluciing those recards rriaintained and [ndexed by name}, there are no other dvcuments affecting tMe to
said reaiC preperty or any port[on therevf, other than those shown belaw under record matters.
The fcNlowing matters are exctutied frarn the caverage of thfs guarantee:
1. Llnpaternted mPnPng clalms, reservat[ons or exceptions in patents or 3n acts auihorizing the issuance thereof.
2. Water rights, clalms vr title to water.
3. Tax Deeds ta the State of Washington.
4. Dvcuments pertaining to mPneral estates.
DESCRIPTIflN:
7hat portian of the East half of SEC710N 24, TOWIVSHIP 25 IVvRTH, RANGE 44 EAST, VV.M., in 5pakane Courrty,
Washington, described as faElcaws.
BEGINNING at the East quarter corrser of said Section 24; thence Svuth 00 033°244 West, afong the East line of sald
Section 24, 610.00 feet, thence Idorth 89033'41 ° West, 667.00 feet, to the West line of the East half of the Northeast
quarter of the Sautheast quarter of sald Sec#ion 24, thence North 001129'59' East, along said West line, 813.90 feet;
thence North 00019'12" East, alvng the West Eine of the Svutheast quarter of the Sputheast quarEer of the Northeast
auarter of said Section 24, 866.95 feet, ihence South 89015'28" East, a3ang the North line of the Southeas4 quarcer
of the Southeast quarter of the Northeast quarier of said Section 24, 668.15 feef, tn the East fine of said 5ection 24,
thence South 000 18'23" West, afong said East line 667.31 f2e# tra THE PO{NT DF BEGiNNING.
,
F
.
' Page 2
. • . , r
{3RDER NO.: 12543"L
RECORa MATTERS:
1. +General taace5. The first half becomes delinquent after April 30th. The second half
becvmes delinquen# after C)ctolaer 31st.
Year: 1948
Amaunt Billed: $1,235.41
Amount Paid: $0.00
Amount I]ue: $1,235.41, pIus imterest and perraliy, if delinquent
Assessed Value af Land: $78,800,40
Tax Accoun# No.: 45245.9144
Affects: "I'his and pther property
2. Easement:
Grantee: 7'he Washington Water Pvwer Company, a corporation, its successors and
assigns
Purpase: To erect, construct, reconstruct and maintain an electrical distributivn line
alad appurtenances.
Reccrrded: April 11, 1945
Recording Na.: 654064A
Volume/Yage: 517/476
Aff'ecfis: Said preni.ises and vther property
3. , Easement:
~
Grantee: The Washingtvn Water Pawer Cvmpany, a corparatian, its suecessars and
as5igns
Purpose: Tv ereet, constnlct, recvrrstruct and maintain an electrical distrrbuiian line
and appurtenances.
Recarded: July 3, 1945
Recording Nv.: 658470A
Vv 1u me/Page: 522/023
Affects: Said preri-iises and ather property
d
" Page 3
. - ,
. . , , r .
. . • C}RI3ER NQ.: 125435-.IL
4. Spokane County Sewerage Deveivper Connection Agreement and the terms and cvnditions
thereof:
Between: Spvka►ne Cvunty, a political subdivisivn of the State of Washingtan
And: Ev. Lutheran Gvnd Samaritan Society dlha Spakane Valley Gnad
Samaritan Center
Dated: March 17, 1987
Recorded: March 24, 1987
Recarding Na.: 87032003I5
5, Ease ent and~anditivns~ ~ c`an ~ned-therr~in-as-createcl~-o.~tiisclosed in instrument.
~ecorded: Nvr~em~aer 17, 19$7
R~c~rding No.: 8711170213
Far: Ingress and egress and egress and fvr utilities
Affects: 5aid premises and other praperry
fi. A recvrd of surVey recarded on November 8, 1994 under Recvrding No. 94110$0143, an
Baok 62 ❑f Surveys, Pape $7 and Llecember 7, 1994 under Reearding No. 9412a70083, in
Bvok 62, Page 87A, purporting to shc~w t1~e herein described (and c~ther) land.
(Recording Private Road and ~Jtility~ Easement:
Datet~: July 15, 1995
Recordec~: 7uly 19, 1995
Nca.; 9507190407
Affects: Said premises and other praperry
Evidence of the authority of the officers of Tbe Enangelical Lutheran GQad Samaritan
Society, a North Dakota corparation, d/b,la Spflkane Valley Good Samaritan Center, a
i,imited Liability Cornpaxay, to execute the forthcoming instrurnent. Copies of the Certificate
of Fmrma#ian and the Dperating Agreement shauld be submitted, tagether with evidence of
tfie authvrity of the officers of 'T'he EvangeTical Lutheran Gsaod Samaritan Society, a Nvrth
Dakota carpvrativn, d/b/a Spokane ValIey Govd Samaritan Center to execute the
forthcoming instrument.
' Page 4
i '
ORDER Na.: 125435-3L
9. Natice to'Ihe Public, wherein Evangelical Lutheran Gaod Samaritan 5vciety hereby agrees
to jain and participate in the formatian vf a caunty R4ad Imprvvement District (RID)
pursuant to R+CW 36.88, at sueh tirne as a district may be fvrmed or any rvad improvement
praject sanctioned by Spokane Caunty. The nwners, their heirs and assigns further agree
not t❑ appvse ar pratest any 1egal assessments far saad Raad Improvement District (RID)
established pursuant tv RCW 36.88, recvrded November 17, 1997, under Recrrding Itiia.
41G139$.
EHective Date: March 9, 1998 at 8:00 A.M.
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8Y PRESIGENT f
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A.5515TANT SECREfARY ~~~;y~ 1 F+0 R 10" r.
Y1y~~
Page 5
• ~,s ~ A M t First Amer-ican T'itle, - ..'.mpan of S,poka.ne
-t Ec~,st~~€0 ~'r~ent Aven~.e, 5pokezne, TvV'as~ungton
~ (509) 456-0550 FAX (509) 747-2761
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VOL~UlI~IE P~#GE SECTlQN ~ l TOWNSHIP ~ RANGEY/
T'his sketcFi is fumisfted as a courCesy only by First Americaer Tftle Rnsssranca CompanY and is Nf3T a part of any titl$ comrnitment or po[icy
of 3itle irssurance. This sketch is fumished solely far the purpose of assisting irs fracating tfie premises and does not purport ta shaw all
highways, roads ar easements atfecting the prapecty, No reliance shoufd be pfaced upocr this sketch far the facatian or dimensians of
the property and no liability is as.sumed for the eorrectness thereof.
.
, 95m190401 ,
Paivn'rr RoAn nNn -
U'1'ILI'('Y EASEMCNT VOI. 175 U PAGE 485
"I1•1IS AGRECMENT madc and entcrcd into the 15tt}day of ,Tuly , 1992, by•thc
undC: ;igncd propcrly owncr, wfio is grxnting che easement across their property.
Wf-fERL•AS this easement was created as a medium of ingress and egress for the benefit of the
following described propeny locaced in Seccion(s) 24 Township 25 1V Range ,g4.- EWM,
Spokane County, Washington: • '
The S.E. 4, S.E. a, N.E. ~ ard E. N.E. k, S.E. k Section 24, T. 25N.,
R. 44 E., W.M. together with S.W. 4 Section 19, T. 25 N., R. 45 E.,`W.M.
EXCEPT the East 330.00 feet of the N. k of the S.W. h of said Section 19,
' AND EXCEPT the North 609.99 feet of the S.W. k of Section 19, T. 25 N.,
R. 45 E., W.M. .
i •
R '
ACCESS to the above described cract of land along with a utiliry easement is provided by an access
7 and egress eascment txind _30 feet widc described as follows:
• e. . . . . . .
~ . . ~ .
~ The South 25.00 feet of the East 30.00 feet of the S.E. S.E.
1 N.E. 4 of Section 24, T. 25 N.R. 44 E., W.M., and the North 735.00 feet
; of the East 30.00 feet of the E. N.E. S.E. ~ of said Section 29.
5ituated in Spokane County, Washington.
R. E. Excise Tax Exempt
Data Ljl te; I o
,as shown on attached MAP. Spolcane Cow)ty Troes.
MAINTENANCE OF EASEMENT ~
~ Maintenance of the property covered by this easement shall be by the owner(s) of the propeAy
~ sa; ,;a~ ar, descr'hed Qbwve. Spokane County has no responsibility to maintain or otherwise
service the private road herein described.
S ig n: 4'
Date
Print Name Her~j-j_;~,,~ ~re, rOf4 A d~:•N; ,y"'f'rr i J R__
STATF. OF WASHING"'.'ON ) SS . '
County of Spokane )
I cercify that I know or have sadsfactory evidence tlhat_✓~•:~
~ (princ namc) is the person who appeared before me, and said person acknowledged that ,
(Iie/siie) signed this instrument and acknowledged it to be (his/her) free aqd-ve4erttarg
act for the uses and purposes mendoned i~e-i tivment. , JUOY K. JONE3 ~
Dated: 'i-A .4;.J19"F WASHIN6?ON
~ d►w° ~ P10TARY PUBLfC
NY CONYISSION EXPIRES 6-11-99
itle `
My appointment cxpires -
,
~
r'' R , ~ •
' • - tir. ~ ~ ° . i"4 . • :
~ • .
~,-,•.1:.;~.;, MAP ' . ~
' ~F VOI. I7J0 PbGE 486
' PRIVATE ROAD AND
UTILITY EASEMENT
CI3IS MAP is .to accompany the attached easement agreement made and entered into the day
7f 19 by che undersigned property owner.
.•gn: ~ 15 `TS
"rint Name Here: Dau
VVI-EEREAS this easement wa s&eatcd'as a medium of ingiess/egress and ualides for the benefit of
:he following described property located in Secaon(s) 7-4_ Township 2-SN Range _41 EWM.
Spokane County, Washing:on, as shown below:
, NM' • ~ •
1 UqB~t
. ~
v,..`.. ~
N.E. t/a Wc n4 1 ~ 11.C41 1/: ~ I .
.••l r~; tlt~tit ~
?t W I ♦
_ . . q ~ 1:1 t u ~ - - - - • - I _
01.4. oa t ~
„z
14r R~~ f11 ~f'P \ M 1 '
1/
y t• . I~i ~
~ 1 "u.. ~au .:s n ~~Ir ✓p'~.1!'1 }
Ga. ••t ~p, tc s►. ~ .
iaa 1/.
u►.n.ft
n
. Y . I ♦
ww . ~r. lu~ ~ u •w , rwi~
; _ (:S'~w•.. ~
x l M.r IR q ~ l
J I t ✓~.aL.',i~~ 10 ~h0 Q.tqK t
a
I .
~ r.^_"R' k ~.~1►'~T. ..t.. .Iau .z i 1
\~~Y~ • ~ _ _ ~ $.W. L/4
_l: n .~rc►.. - „R.
s I ~ I ~
J I ~ ;,w,•1.
l ~ ~ I1
J J 1:7 1 I Lf 1,11, GS 114
s I . ' S
'i
;,~n,<~.•...., ~ , ;
.
41 f'' I
Ml w ~i ~n I ~
I ~ 1I
~ ' ~ ' • • 8711170213
937 P; .cE 957 ~
' EASEMENT FOR ACCESS AND ROADWAY
The undersigned parties hereby grant a nonexclusive er,sement for ~
ingr:•ss and agress and egress and fior utllities over and across the followfng
described portions of land: .
The North 50 feet of the West 1/2 of the SE 1/4 of the
SE 1/4 and the South SO feet of the West 1/2 of the
":E 1/4 of the SE 1/4 and the South 80 feet of the West 300 feet of the East 1/2 of the NE 1/4 of the SE 1/4 ail
in Section 24, Township 25 North, Range 44 E.W.M. in
the County of Spokane, State of Washington.
This easement shall be for ingress and egress and is granted to Weston
Ogzewalla and Rosemary Ogzwalla and their successors and assigns. This
easement is granted to enable grantee Ogzwalla to purchase property adjolning
the above-described property and to aliow means of ingress and.'.Pgregs.:
.
thereto and therefrom. ~ V THE EV. LUTHEPAN GOOD SAMARITAN SOCIETY dba
• S q.. :~r,~:'~;'d
SPUKArvE VALLEY GOOD SAMARITAN CENTER ,~/4 ~''.j~''1`~~""`''
. • ry~r,~`' t::;:~ ' ~ s?~ `7 . , $ r rt i
/~~J ~s L:7, -h! +f;"
~ ' ~ 1 jr• ~R r.• ~J ~..AG
By : <JY ~
Executive Vic/Pres(dent Secret ry :,,;4.',3~,~:;`t, ~G{,, ti:.~,'
. , . . . . • .~M~ 1"/-•;1 ~r4r.
W _ L..' ' 1 `Y•• ' ' .
WARREN R. STEEN ~ • '
R. E. Exciie Tu Exampl
D•h
FtUTH E. STEEN 119p17
,
Spokene C ly Treas. '
. i
STATE OF SOUTII DAKOTA ) .
ss.
County of Minnehaha )
March
On this 16th day of PMMAiEf, 1987, before me, the undersigned,
a Notary Punlic in znd for the Ctate of So._. Dakota , duly commissioned and
sworn, personatly appeared John Hoeger and Phyllis•Day to me know to
be the ~ esident ande Secretary, respectively, ofdti POICANEhVALLEYdGOODitan Socie~y
SAMARITAN CENTER, the corporation that executed the foregoing instrument,
and acknowledged the said instrument to be the free and voluntary act and
deed of said corporetion, for the uses and purposes therein mentioned, and
on oath stated that he authorized to execute the said instrument and that
the seal affixed (if any) is the corporate seal of said corporatlon.
r~
Afcer Recardang Return [v: Spvkane Couricy Engineer
Attn: Engineecang Adminastratian
REsaLuTtON Na ~S - 003X
BEFC1RE THE BQARD aF Ca[1N TY CQiViMiSSIUNERS ClF SPUKANE GDLINTY, WASHIiVGTdN
Il'd TfIE 14tAT"fER C7F'4'ACATION } .
OF EICrHTH AYENLIE 1 RES(]LL1TI[7N
CO[1NTY ENGINEER'S ROAD FILE 14iC] 2058 ) VACA'TIUN
lWo Assessr3r's Tax Parccl tilumiber Assigned - Fublic Roadways ,
"Y"his beirig the day sec far the hearmg an the Gounry Engmeer's Repart Qn the proposed vacation af
Eighth Aveaue, proceedings far wtuch were initiated by Spokane Valley G-ood Samaritan Village and others,
and it apgearing tu the Bnard on pra❑f duly rnade that notice of the hearing was published and pasced an the rnanner
aad For the time requLsed by 1aw, and the 8oard after hearing the evidence adduced at the taearang arnd it appearing
that the heremafrer described Eigihth Adenue is useless and the same is no tonger needed as a part ❑f the general
road systern within the Counry and Fhat the public wili be beuefitted by surh vacatipn.
THEREFORE, BE IT RESiDLYED by the Boazd caf Counry Commissioners of 5pokane Counry,
Wash.uagton, that the hereinafter described portion of public raad to-wit:
EIGHTfI AVEPVU - 50 foot wide, lyxng 25 feet on each side vf the 1Varth lu►e vf Gavernmestt
Lat 3, eACegt the East ZS feet thereaf in TschSrley Road,
Located in the West Half (W 'h) af Sectinn 19, Township 25 Narth, Range 45 E.W M.
be and the same hereby is aacated in accardance with the provisicans of Chapter 36.87 R.C.W. Reserving therein
an easemeni fflr existing utilities.
APPRC]VEQ 8Y TH RD this Ath day of January, 1948.
a~ ~0~~'~'~~'„ BPARD C3F CC)UNTY C()Mh+~ISSTiJNERS
~Q w'~ Jt~ 5P
-CW
NTY, WA I-~INGTDN
o `
~ r~ n
r n
a , - ~
~ ~ ~
, 7f~iH *cC40SLIN
'~'V~ C~', „ M. KA AT"['EST: WIT.LIAM E. I]C3NA~IUE „
cLERc aF T9 $v
B•,l,,~s PH IL' . HARRIS~G'~AIF~
~ANIELA ERICFtSON. DEP[:7TY
:r ~
~
1
Date:
~ f Ta :
From: CS''L tu
RE: Language for the DedicatiQn on p~~'~~ lie~c.,
~ e- ft U- ui kl~. ~ ( P,~j 4c-~ I ,.a
The private raads andJvr common areas shawn on ttus plat are hereby dedieated to the
(Humc Owners Associauon)
created by dacument recorded _
{date)
under State UBI number .
~The private raads andlar cvmmon areas cannot he sold ar transferred, and shail be considered
subservient estates for tax purpvses to the other lots created herein.
+The status vf the axeas designated as, subservient estates far tax pwposes caiuiot be changed with
out filling a replat.
The priVate roads, as shown hereon, are easernents which provide a means of ingress and
egcess far thvse lats within the Plat having frontage therean.
~
Drainage easements, as platted and shawn heran, which are fnr the purpase af installing,
operating,
~ and mainr.aining drainage swales and dcainage facilfties to dispose of runcrff, are hereby ranted
~~o the
(k Cume Owncrs Assaciation)
-T SUCCeSSDTS lri lllteTeSC.
-~c ~'he County Qf 5palcane is hereby granted the right of ingress aazd egress to all privace raads,
omman areas andlor drainage easements.
The private roads and drainage easements are subject ta the sepacate DECLARA,TION OF
>1 COVENANT as recarc}ed _
(date)
under Auditor's Dacument No.
which by reference is made a part hereaf
kWukdio.s 196
Conversativn ReGOrd
ii
~I
sI'mft COWY
Devclopment Services C3epartment
C3»zsivn vf Engrneering and Roads
(509) 477-3600
Fax(509) 477-7G5S
Uate: May 8, 2002 Time. 9:15 arri
►dV'ith: Mark Switser Cnmpany: Tayiar Engineering -
Recorded hy: Glcrna Mantz Phone; 328w3371
Subject: Valley Ridge PUD
Telephune Ca11: Conference Call: Meet'rng:
x
I called Mark ta lei him know that reviewed fihe changes ta the road prafile and they appear to tae
ak. I told him that the p9ans expired on September 2001 and thaf unless they had final platted,
they would need to recpuest for the extension vf ihe p➢ans. The plans would be exCended to
I]ecemlaer 2002 (expiration of conditians of approval).
I also told Mark that T gave the se`uer sheets to Billy U for review yesterday. Nlark wall contact
me and lek me knaw whether they haue afinal g2at Qr not. I will follow up with fletter when he
- lets rne know the status of the plat.
OFF'IGE OF THE COT3NTY ENGINEER
SPOECANE COUNTY s WASHINGTDN
TD : BILI, HEMMINGS
FROM : E1AVE SERTQ
DATE: August 31, 1998
SUBJECT: BQND ITEMS P1$03 VALLEY RIDGE PUD
The bond for the abQVe mentioned project is for the
following items:
1) All the items on the appraved road and drainage plans
with the exception ❑f the sod fcar the "208" Swales.
. ~
SPOKANE CO- lJNT'Y INTERIM RUAD L, --j,R►AINAGE
SUBMITTAL CHECI{LI5T
PROJECT # PE- 1603 -016 nATF,
PROJECT rrANM
PROJECT SpC]NSDR.
.•y"~u~ TEL #
PROJECT ENGrNEER T~~'Gc~f~ ~`"~J6r'~~~•c~~, .~~.TEr.. # 3?-9-13 -2
~rrt~•+~r s- ~ ~,~'~~4~`s~ ~
(Road & I?ruinage Fluts)
PROJECT sUzvEYoR ~'~YG~~ ~"~UrS~N~►~jnJC~ , ~u~ TEv # -32-6• 137t
(Plac)
PLEASE PR+aVIAE A RESP[7N5E T'U EACH [)F THE F(3LTAWING ITEMS,
GENERAL TI`Ell!IS .
vaL`3xoLl HInE'i *t.`0A signei "AGREEMENI` TO PAY FEE5" forna has been submitted to Sgokane Coiuaty along with sny
apphcable plat fees, Pnor to any pre-designipresubimttal rneetuig or5 v'tiarin)
x~ L I No❑Nrn ❑ 2-1 have a ccypy of, and have rerieweci the most recent conditians of appraval snd any EISfhDNS requirements
and canditians af appraval haV~ been incorpara€ed in ttus plan subrrixtttal.
PROJECT DESIGN
v& x-0 nraa ❑ YT have campieted m mmisnum of ane pre-design rneeCing vvith 5pokane County Uevelopment EngLneeririg
Ser►ir,,es Engu»rs where agreement was reached on drauasge design apgroach.
v.r "LI Nn ELa ❑ Q-I have mcluded the results of any geotechnieal iesfi.mg that is requu-ed by the design appraach to Verify design
pararnetess.
Y. rrqQwn❑ kl have inclucled any reqEUred pavemen4 design calcWatians on new Public roadways as required by the
"SPOKAIV'E C@UNTY S`i'tLNDAADS F[3R TtUAD ANI? SEWEA CONSTRUCTION", latest eciiuon.
v~LlrroE] xrail 4!I`he road and drainage plans compTy w€th the"ST.dINAARl3 ROAD PLAN" requiremenls f❑r plan, profile,
and typica1 c,soss section elements contained irl"SPOKA1VE COUNTY STANIlARDS F+DR HQAD ANTI
SEWER CQNS'TRUCZTDN'° Iatest editi4n except ss allowed thmugh appsaved desigi7 deviations.
Y.L"J h4E] N/n E1 13" The draunage repart ineorporates the m,nimum reqaurernents for a siorm dramage analysis as nated in ihe C"s5M
and other items wluch are appropriate to demanstrate that the design meets all requu-ements of the Spok-ane
Caunt}+ Gu,idelines fas Starmwater Management except as allowed through apprvved design dealations.
~•~LJxo~Nta❑ fi. A carrtplete draiuiage basua mag wsth time of roncentration paths shoATn has been meluded Nviih the detaileci
hydrology ealculations. Clrainage basin map shaws topograph, propased drainage features, end carrelates with
hyclralogy calculalivns.
f•eg0 Na❑ ml ~1.' All applicable Tsaffic signing requuements are met and have been mcarporated m the plan subsruttaT'-
"ie~vtex'S~,°r ~
re.~ rva❑ r.~n rta~T have uacl►sded capies pf all apprvued UESTGN DEVIATIONS which are required far this prajec.
r-LI NJ❑ s1r, ❑ ~The plans and dramage repart aze stsmged, signed, and daied, and con€ains, ehe applicable certificativn
statement.
r-. rro N/AL! 10 I have i.ncluded an edequate erosion contro6 pian and applicable staridard plan nates.
Yrs Na[:3 nEnE1 l+K I have secured approvals fiom all appl¢cabte ouiside agencaes suoh as fire districts evhere applicable and have
mcludeci praof of their spprovals
re. ~ r+rn P!r I haue pmvided sn ar,ceptable means for peipetaial mainfenance af sfirect and drainage facili#ies that is
aeceptabIe to Spokane County and have secured and mcluded copies ofany requirad easemenFs ~ i3' D. ~~+'F1^
r~; ro~ N/n~ 13. I havw ~
e r e v' ~ee f I t h e p l a n s, c a l c u l a u o n s a n d a the r s ubr i u tta l d a t a f o r c om ple t e r z es. s, a c c u r a c y a n d c a n s i s t e ncy
end have subrmited two copies of plens and (1) bound drainage repvrt.
1
IlckpfatWl.0lA4a}95
~
I untT'erstand that the requuements noied al,, 'ue the ,°►„niT,-,wn requirerrsents necessazy to E, ~':n a cursory review of the project plans,
' and 4hat acPditioita.l infarmation s~iould be included with fhis submittal as ,n~ssary. "
T understand thal ttus submittal will be checked for completeness pnqr to review, and lhat it will be retumed fox fiirsher unformation if it is
found fc.i be mr.amplete
I understand that lhis su4mittal will not he accepted for review (and p1aced on ihe rcview List) until aU required informatian bas
been submitted.
Farm carnpleted by ihe respansible Engincer:
Company
f
Address U~.y I 0 C" !yf r!S6 S/' grJ 19;2 1
Zap code .
rate c
r
r
SUSNUTTAZ: Vel", Accepted fvr review. LOP
Retiuned far submittal of the followmg:
GENERA.L TTEM
PROIECT DESIGN
RESUEMITTAL ITEM
Form retumed tv,
Company.
Address:
Date
By
a,pokzane Lrauncy runifc warKS uevelopment 6e,rvices
a
Ilckp1etv1.41May95
u411d/y8 itiu WJ:14 kt1A 5[Jy LSU4 41L7 SY[Jht'IiVE YAL1.LY H'1HE llEY'1' tgj 0 U1'
t ' ' a
5POKANE VALLEY FIRE DEPARTIIIENT
~ Spokane County Flre Dlstrict J
10319 FASY 5PRAGUE AVE. • 5PC3KANE. WA 99206r3676 ■ (SL19) 928-1700 + FA7C [509) 842-4125
R. Fa1 F4urrspFrdis
Chief
April 16. 1998
96ug Busko
Spokane Cvunty Engineers
1026 W. Hroadway A,venue
5pokane, WA 99260-8170
RE: Valiey Ridge P.U.D.
pear Mr. 8usko :
The Spokane Va11ey F3r+e Department requirements f+or the private
drive turnaround have been met. Ok tv release rvad site plan.
Since Y.
~
Miller
~ir~e In~pectar
KM/md
cc: I]arin, Taylvr Engineering
~
Pre-Iiesign Meeting Nates
Spvkane Cvunty Engineers Office
Prerject Name. VA L-(--~'`~ c~~ _P t_,(~. Project Number
Prvject Spansar. t-7;~L"
Spansor's Engineer;
De51gI1
Firm Enginser:
~
Meeting I7ate 7 Meeting Time:
CQUnty Staff Present at IV1eeting.
~
Other Meeting Attendees.
namelrepresenung namelrepresenting
nameJrepresenung namelrepresenting
The Follawing Ttems need tv be L)iscussed wl the Design Engineer
General Ztems
la List certain special requirements listed in the Condititans of Approval, EIS, vr NIpNS. This is
not an all-inclusive list. The Engineer and Sponsor is responsible for adhering to all Conditivns and
design criteria
Z!~' L~
descnption reference
.,X-l~`I~.~~k~! 6~) L'-V -
descnpUon reference 71
~
descripti❑n reference
descnption reference
1 b Daes the Engineer have a copy vf the Examiner'slStaff Conditions of ApproUa17
2 Tnclude 5tandard F1an nates in the Road and Drainage P1ans.
Pre-Design Meeting Notes for Praject- Page 2
Spokanc Counly Puhlic Worlcs
Fioad Plans
1, Road ClassificatiDns and Design Criteria.
#1 #2 #3 #4
5treet Name 4-1- 1,
Classification
Roadway Width, VV'
r
Minimum right-of=way width
see note (1) + • ~ ~
-
~
~
Min. Hvriz. CurTve wl super ~
1VIin Hariz Curve wIo super oo
a
General Land Slvpef'I'errain
I
Design 5peed, mph 2(:::)
Curb Type & Clear Znne
(see Sec 3.15)
Sidewalk required? (Yeslno) Nate (1) Additional right-af-way mayU given hy the Spansor.
D15CL15SZ[]ll o-;:-' ~ ~ ~C" • Gi c~ /
- r
I-~- ~-t ~.5~~'~ ~ ~ • `~5 ~ .~7 ~ ~~~~~.~'C~~ /I~~~`~ .
2. Aceording ta the Ilesign Engineer, what is the maximum number vf units which will have
access fram a singPe roadzvay7 What is the rnax, allawed per Sec 103?
3. Minimum intersectivn spacing is 300" far alvng a Frincipal or NN~..inQr Artenal (per Sec. 3.04),
and 150' far a Callector vr Lvcal Access street. ~What spacing is provided fQr this project?
A4 A
-
r `
Pre-I7esign Meeting Notes Far Praject: Page 3
Spokane County Public Works
4 Are any off-site slape easements needed, Qr off-site right=of-vvay acquisitions needed7 1f so,
tiescribe
r"0.1 1/~ A -
5, What type ofturn-arounds are needed? (i.e cul-de-sac, hammerhead, etc.)
Street ATame Turn-around Type Location
~ .
5. Rvad Surfacing Requiremerrts (Sec 3 ] C)
a) What msthad in deterr►zitung rvad surfacing requirernents dves the Design Engineer propase
ta use (i.e. AASHTU Desigr~ Methad, County thickness tahle, or ather)9
i
b) Frvvide the Design Engr. a copy ofthe Soil Sample Procedures, L]esign Report Format &
A1ternate Favement L7esigrr Table
7 Daes the Engineer plan on applying for any Design Deviatians? If sv, briefly describe beiow
Please nate that appraval vfall Uesign Deviation's must be obtained prior to canstruction
plan submittai.
-7- L-C~
T%,T"
Storm Drainage
1 Basin Map
a} Pid the I)esngn Engineer bring to the meeting a basin rnap? W-3 If so, does the basin
map show tapagraphy and sufficient inforrnation to be useful? Ve-~-5
h) Dves the basin map depict any contributing off-site runoff flowing ❑nto the property?
Does it appear to be correct9 If nat, expIarn,
c) Is a site visit needed ta Verify the basin limits? ~L'~5chedule for:
{Nnte' Concurrence wth County Enguieer's on ba.sin lunrts is required prior to plan submitfial, }
2. Is the site lacated within the Aquifer Sensitive Area (ASA)? What type ofwater
qualiiy treatment is propased by the Design Engineer?
. Pre-Design Meetang Not,es for Praject: Page. 4
Spokane County Fublic WQrks
3. What subsurface inVestigativns, if any, are needed with this prvject ta make sure tha
praposed dispasal pracess will function as pIanried.
-rz> ,
4 Are there downstream conditions wIhich will affect the design of drainage facilities If sa
descrihe passible mitigatiVe measures
-3
5 Is maintenance access provided ta each CaFA swale or drainage pond7 If there is sornething
unusual, what requirements were given ta the Design Engr 9
6. VVhat does the DeWelaperlEngr. propose for praviding far perpetual maintenance of the
drainage facilitiesry Please briefly describe proposed rnechanism, and what is needed to
accomplish this.
_ ~--.c__•.,~r r~.J ~
t
7a What Design 5torm(s) should be used in the caurse af analysis (i.e 14-yr, 50-yr, etc
"~VwL_
llf:2 - e7~ . 1:5
7b Is a Detention or Retention system prapased? Please describe
~6~~~ ~ ~nn..? ~ • ~ ~ ~
8 Are Ervsivn Control Measures required with this prcaject? Tf so, hriefly describe applicable
requirements.
r
9 Ts a second Pre-Design Mee[ing needed? _r'kg,~ o /0
,
..c:~'~~3~•-~` ~ _
Pre-Design Meeting Notes far Pra,ect: Page 5
Spokar►e Gaunty Pubiic Warks
List af Documents Prvvided to the Sponsor's Engineer;
a)
b)
c)
d}
e)
Arzy easements needed outszde of the,plat boundw-y, for drainage ar viher, are tv he cxcqurredpriar
to road and drcrrncrge plan .subrrarttcxl. Tlxe Sponsor or Spansrar's L'ngrrreer shall prpvzde separately
a lcgal description cmd Tidle Commitment (o r similcxr prQOf o, f otivnershrp) af the affected parcQl(s)
far prapased eacements
The ,Suhrrrrttal Checklrst, eampleted and sigrred by the Spansor's• Engineer, shalt be pravrdecl with
each plan submittal.
Nate: Provide a copy af this_campleted document to the Design Engineer at xhe end af the pre-
rlesign rneefing-
~ • ~ .
~ 7 Lr-zq eA..~ C~ .
2
filename.PreDesigm meeting
Meinorandiffn
TD: Vallcy R1dge PUD, PE-1$03 F!le
From: I]oug Busko, P.E.
Date: February 24, 1998
' Re: Site Vtsir of 2118I98
1 visited the site with Darin Mavre and Mark Arvnsvn of Taylor Engineering to view
the pre-develraped basins and topagraghy ofthe projeGt. Thebasins that I observed
in the field caordinated well with the basins shvwn on the basin map submitted by
Tay1ar an September 27, 1996. In general the $as'rns were defined by steep cliffs an
ths west and north ofrhe site, and tninar drainage ways on the svuth and sautheast
The two wetlands on the site each had 6"-8" of standing water in them. T nated to
Mark and Darin as vve walked that clQSed depressions greater thaai 50 cubiG feet in
Volume would have tv be subtracted fram the aliowable mutflaw ftam the site.
Maxk said ttfat liepartment of Ecoiogy is requiring na net iaicrease or decrease of
volume into the wetlands He said Taylar proposes ta build an evaporation pond to
intercept the excess starmwater generated hy the develogment. An apprapriate
amount of flow from the site would be directed ta biafiltrativn swales for water
quality treatment, and then directed to the wetlands for evaporatian and infiltration.
No infiltration is being cansidered far this project
Alsa, fi'vm what I ahserved, allowing some dispvsaP of stormwater genera4ed vn the
back afthe lats YsQrdering the Gliff's to tlow over the cliffs ontp the adjacent parcels
would ,pase na threat of surficial ar subsurficial damage.
1
~ g Inc,
w
' l~'~' Eng~ ~nee1~11"1'Civfl Depsi~ and ~,and ~'lanning Principals:
Perry 1Y! Tayfnr, P E.
.StanT R Srtr[in
~Y &
MurkA Aannson, RE.
UAUid C. Larsen. PE
rlssuclates:
$rnlr IN Rusclr, PE
Frdnk R. fde, ASLA
Chief Finantial [JfFicer:
Apr1l 16, 1998 Edwin G WQgnsFd
r -
+ •iy
ff ~ i _ ~ E~ yVI
Mr. $1l1 HeIIilI111ItgS, P.E.
SpokaIIe PL1b11C WULkS W. 1026 Broaaway Avenue :
"„ti"'',~ c
~ F
Spolcane, WA 99260
RE: Pavement 5tructure fvr Valtey Ridge P.U.D. Private Raads
T3ear Bi11,
Attached are the drainage regort and road glans for Valley Ridge P.U.D. The grivate raads
within thcs P.U.D. are 28' vvide with a 6' asphalC walk on one side. These roads prvvide
access tv 28 locs, 56 units, wvithan the p1at. A"Pre-Submittal 1Vieeting" rvas held at your office
wa[h Mr. T3ean Franz and Mr. Doug Buskcr an Felaruary 26, 1998. As per Che discussivns at
this aneeting regarding road suafacing, we have used the attached "Local Access Pavernent
Structures" matrix fram the Spokane Caunty Incerim Pavement L]esign tv determine the road
sectian that will be used.
Sai1 Cl35511Cat1(7i1 Wa5 derived from three iest plts that were dug nnderneaih the propvsed
roadway aligiunent. The soil fram test pit (T.P.) #4 was classified as a silty gravel with sand
(GM). The sail fram T.P. #5 was classified as a gravetIy silt (ML). The sail frcrr,n T.P. #7
was classified as a silty sand with gravel (SM).
Since this develcapment wiil be serving an elderly crrrnmuniry iacated at a remote, dead end
iocatian, the average daily txaffic (ADT) will be low. Attaehed is a page taken from ttie I.'I'. E.
1VlanuaF. It suggests that the p.m. peak hour avecage trip rate ger dweIling unit far detached
elderly housing is 0.23. To obtain an apprvximativn of the average daily txaff c, ifi is comman
practice to multiply this number by "lf]". This results in an ADT of 2.3 trips per dwelling
unit. Therefore, for 56 units, we expect an A.DT vf 129.
Considering these parameters witYi the pavement design matrix, we recoraimend 2" vf "Class
B" E1CP over 7" a€ crushed surfacang tvg course.
106 W Missimn Ave + Spokane. WA 99201 •2345 •(509) 328-3371
FA][ (509) 328-8224
Ptease review the attached irifvrmativn. Tf you have any questivns ar camments, pZease ca11
Darin Nioore car mysetf.
Sineerely,
TAYLOR ENGINEERING, TNC.
Al~ a
,
Mark Aranscrn, P.E. 9 0%
Principal
Enclasure
DLAiltrtl97-[}66I11eninungs doc r a~~~ ~~,rrr~
"I"aylor Erigineeri~rig, haC.
Civa I]esign anr1 Eand Planning
1061N Missian Ade • Spokane, WA 99201-2345 •(509)828-3371
IFAJC {509} 328-9224
. _ ~
LOCAL ACCESS PAVEMENT STRLICTURES
AVERAGE aA[LY 7RAFFiC
soIL rYPE v- 2v0 zao-soo svo +
Gw 211i611 2111691 2,i16„
G P 21tffi" 2„17„ 210/7"
G!Vl ` . L.2-76" 207711 2I1rJQ.a4l1 Gc 2111711 Z11811 Y/6„
S V 11 ~7ii'~~ y+31 2-v~ff ~'yi~~n
~ ~
211/6" G +7vr71r Gr7tr`pL7vr
1f R
s~W~ i 211/711 2111G.,aQIA 3I116f!
SC PaVement De5ign
ML Ws6„ 311l$" 417611
CL Pavement Design
Vi/1 L 411 ~'j 1 i 511 /J11 51I'Q11
CJ
MH Pavement Desagn
OH Pavement aes':gn
PT ~ Pavement Design `
1} Soif type is classafed by ihe Llnified 5oi! Classlficativn 5ystem.
2) Required triiclcness is given as mches vf asphaft concre#e pavemen# over
inches af crushed surfacing.
SPOK4NE COUNTY ALTERNATE PAVEMENT DESSGN
.
(tNTERIM)
~ Elderiy Housing - Detached ~
, (251) ~
~ Average Vehicle Trip Ends vs: Dwelling Units
~ On a: Weekday,
Peak Hour of Adjacent Street Traffic,
~ One Hour Between 4 and 6 p.m.
Number of Studies: 4
Avg. Number of Dwelling Units: 963
Directional Distribution: 64% entering, 36% exiting
Trip Generation er Dwelling Unit
I Average Rate Range of Rates Standard Deviation
I 0.23
C= 0.17 - 0.95 0.49 _
Data Plot and Equation Cautfon - Use Careful/y - Small Sample Size
aoo . . . . . . . . .
soo- . .
. ; . . ' : : : : . , . . X:
X
W . . . . : : : . : . : :
n . . . . . . . .
V . . . . . . . . . . .
4) 200' . . ; ' : ; " , . : . ;
~ : . ~ : . . . . . . ; . : : :
Q . . . . . . . . .
~ . ; . . . . . . . .
100- . . : . : . . :
. X • ; ' ; ' , ~ , : : : ~
0 ~ ~ • i • i ~ i ~ i ~ i • i ~ i ' i ' i • i ' i ' i ' ~ ' ~ '
, 0 100 200 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 1500 1600
~ X= Number of Dwelling Units
' X Actual Data Points Fitted Curve Average Rate
Fitted Curve Equation: Ln(T) = 0.513 Ln(X) + 1.944 R2 = 0.96
,
` Trip Generatron, 6th Edition 455 Institute of Transportation Engineers
~
r
42110f88 15;51 U5083288224 TAYLOR ENGENEER fO0U1
FAXX MEM(IRA11fI)Y]M
TAYL OR F~GTNEERNCiI IN'G
W West I 06 ~',~aian Ave., SUITL' 206
Spolcane Washrn910116 99201
Phone (509) 328-33 7x
Fax: (509)328-8224
Febrcrary 10, 1998
Nutnber vf Fages: 2
f
T+d~ BaVe Berto Spalrane Cowaty
Phone: 456-3600 Fac: 324-7655
FROM: bsrin Movre
RE: Spvkazae VaUey Govd SamaRtaut, VaUey Ridge P.U.D.
Ilave,
Attached is a vopy of the roadway layout of the Valley Radge P:UD. 'Ibs grnjcct is ovvned and lies adjacent tn
the Gond Sartaritan Center in the Spv"k..ane Na11ey.
I haVe also faxed acopy o#'this layout to Mr. Dearr Franz_ He suggested that i run these raad naznes past yau for
apprvwal. I believe that t#ai5 ma,p pmvldes you with adequate informativn reguding the location of this prnject.
Ptease revicw the a#tached plan. If these nates are not satisflictvry, ar if'you have any qruestians vr c.oncerns,
please call.
Tha.nk Yvu,
~
DaFin L. Muare
ec: File
Kevin MiOer - VaUey Fire D'aseriCt #T ( 892-4125)
62E10/98 15.52 IR5003288224 TAYL,CtR ENGINEER ~ ~DP
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YALLEY RIaGE ~ r*4
a PLX~ uW DBVMArMM
Locatsd in 5ecticn 24, T.25N., R.44E. N1.M ,
Spokvne CoUnty, Washingtan
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00/02/98 09:10 225093268224 TAYLOR ENcrnrEER 0001
FAXMEMaR41VDUM
~►'W TAYL[)R ENGEVEEMN0, Ill~~
W West 14+6AFmiDn Amy SUl~'.~ 206
Spokune Waskingtan, 99201
Phone: (5O9) 328-3371
Far: (509)328-8224
'I'O: ~_,,006 ~~t6cE!:> ' .
.5p~ 4~-~ ew 'rr7
Phoae: +5-6~56cx--` Fax.
FROM: A4vee5~- '
RE:
Date; Number af pars: ~
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751; .~P~~r~~ ~ v•Up~
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rolf-P.
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Ce: ~hank You. Oripua1 To Bc Masied: AA7
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03r02r98 09: 10 '05093288224 TAYLOR ENcIt+tEF-R 0002
R,ainffll data is in accvrdance with Figure 2, page 6-3 of the GSM. Re1atiVe1y smalt basins yield
tirne of eoneentmtions leSs Ow five aiinutes. Therefc3re Sn intensity of 3.18 inihr was used `an the
Rativnal Methvd Ca1ctaPati€an5.
The rock autcrvp in the center of the site fonns arn east=west ridge far stonnwater nuiotf. The
runoff frvm ihc exisiing site flar+vs north or south from this ridgc. Thcre are scvcsal otieer rock
autcraps across the site. South of this ndgc the ground is vM rvcky with less than fnur feet of
svil cover and siopes in excess of 24°/0. North of this ridge the ground is less rocky with more
soil and vegetation. The sIopes here are generally near t4°I~ with the existing parking area
svmevvhat fTatter. '
Due to the presence of a snck underlaymens, ure feel that thc ecistirag surface is neas impervivrus
with little percvlatioiL Tt is recognizxd that the presence of saii aver tke rnck will Tave an cffect
nn the n1`to$F Char'dcCeri5t1C5. HawevEr, Spolcane Cawnty's GSM docs not provide rlmvff
caefficient guidelines for tWs condition. 'W'e felt that acornprvmise betveen aar impervious
• coefficient v#'0.90 and a meadow coe#~~cient of 4.35 wauld be appropriate. anc source crffered a
"•C" factmr of 0.65 fvr heavy, imperviou5 soils an slopes 1e5s than 2%. With slv;pes in o~r
waryi~rg faom 5°Io to 5a°o, we feIt that a°`C,. factvr of 0.70 r~ra~ald be a reasvnable valu~ tQ use i~
otu calculations.
-
1'he attachcd drainage plan shows haw the site was di►rided s'nto S basins. Thcse lasins have
Tveen cvlor-cvded to show the area of each basin in the existing and in the deveTflged cendition.
The high-lighted 6oundary shows the basin limits in the existing condiEivn. The penciied area
shows the basin limils in the dcvelvped conditaan.
Our prelirninnary disgosal concept invvlves releasin$ the same volumme of rundff at the aarrac rate
in the devels,ped canditivn as in the existing conditivn= This concept v+ill he especiat[y importa,nt
for the basin5 draining to the snuth, including basirs one chraugh ftee. Sasin (7ne wi1l cvntinue
ta drain inta an cxisting draw. Hasia Two wili be rnainly camgvscd vf'the non-poltuting building
roof that wif i be piped tv the area below the grogased retairing wall and reFcascd thrvugh a
perfbrated pipe. Mvst of Basia Three wilI remain as it was in thc cxisting state with the
exceptivn of an asphalt driveway that will require the use of a"20S" SWalQ fOF 5tI3nI3W"e1tCr
treatment. Basir►s faur and fve witl drain t4 the nozth and wall alsv havc to be treate3 by "208°"
swales due tv t&e propased asphalt parTsing areas. It is aaticipated tFhat the excess ninoff
generated hy basins four and flve wil1 he disposed of thmugh the use of drywe~is or ocher means .
approvecl thrvugli a desip deviat`ton. Thcre ar+e na aff-sitc basins that drsin orLtv this site.
Fhe fOIFilwIAg 15 a be15TI1 brBe'Lk'doWil iV1th F3aSFn aTeBS alld ICJ }'eat 5LoIi17 IUiIoff i'!e IB5 for the
existing and developed ennditians.
Tay1or Engineering, inc.
Cwd Desi$n and Latl$ Plawing
106 W MsSSion Rva. •Spf=1W1te, WA 9M1-2345 •(501 3B-937^1
FAX M9) 72B-SM
.
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.
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~
HandboC)k of ~
Stee1 ~~~nage ~ m
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. H1ghway Con5txuction
~
- ~ P7'oducts SEC[DN❑ ED1TI{3N m
N
~
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~
~
A
I'repared under diroctidn af
the HIGHW►a►Y TASK FC3RCE for
Cnmmittce of Galvanized Sheet !Pr~ducers
' Carnmitiee of Hot Rolled and Cvld Rollea
~
5heel and Strip F'roducers
~
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5
PL1b11$hed b]I
i~- AMERICAN [RON ANL) STEEL IN5T[TUTE •
150 East 42nd Street, Ne►vYork, New York 10017
h;?1971
5 4i'
' G
G
. 1
Tahle 4-0 Valva; of Relailve imperviomass'
~o w o
a a ~ 7ypo af 5nrfaca Factw C
For a!I watertight wd aurfKr.s . ,75 tA.95
- ~
. . .
For aWtall rnnwjy paveiftnts . . . , . . , _80 ta.35
r~
4.o ~ f0r mCfd8 rt[ psv@PRd115. • • • • • . . . . 70 k! .41~
Far vasnal or my ~ ~errt~s . . .35 to .70
S60" •far imper►tons Wts (hrar j . . . . . . 40 to ,65
•For intpenions swk raith ~rf. . . . . . . . . .301o .58 ~-Q• ~'~m
~ r•° ~ ~~r T ; 'For sligsf[y pensags ~i1s . . . .15 to.40
•for slietly pertsaus aoils, Nntd tuA . . .10 to.30 ~
•Ff r naep6ely perwuns srnls. . . . . . . . . . . . . . . . a5 to .20
0. ~ •FOr rnu~eraf~y per~iaos soals.wilh kri.... . .00 to.16 I ~
'Ffr alopESlr~m 1,,lv
~n.a FlOTEa _ ~ o
Fre~rensy Ana1ys7i 6y Meftd of ' WATER$H'YS ~.'HARk7Ci'LRISf`IC9 ~
M a~ Exframa vrlwrs. aAtt Gumbel~
_ - - I ~ 5ume of ihs ►vatsrshed characlcrEslics ihat infiftncc thc amouot and ratc cst
~
- TumfP src:
~
Pa
I. Area aad shape
in is ea ao ro sata e 11 4 6 s ■ wo ia u es .
Nlinures QwQIeon Houal SoCglim 0rld length of s1opCs
3. fCind andpaeteot of vegefatiiop nr eultivaeian
Flg. 48_ Retnfall intenslty to rrariwis dwstinria and retnrn perioda,
4. CondiliQn vf aurfnce-afry, satur$ted, ir0aC11j--pervi0u3 vr impervious
sail
Anothcr chart, Fig. 44. app[yiwg vnlY to cand'eliona eait af lhc Raelry S. riumber, artangemnt and cvndition af drainage chamseTs on !ht water-
Mauntnins ittows the reiatiamhip beFwean intensity of storms arW lhcir ahed ~
~
soq+tency of rmutsencc. ~
'The changes of land use during 11e 1ifefime eti a drainage struclure shauld
be eoncidereri in evaiuasing nttt4sff cfiaraCteris[ies. Whesa the drainagG arta ~
RTJHOF-P: THE iiAT.ICIIVAL MMWi7D i9 compr,3Sed of seYtral lypc3 pP geound e+ovtr. She runoff shoitld $e weigFlled tn
TatN oe ptak rainfall can he [onvertod inio cslimatN atsum runvff ar design , 8tcording to [he atvea of raeh type o'f rover present ~
dis¢harte h►y Ehe ratirmpl nictlEod nr Tnnnuln. ~
1-or starsa aewcrx, nusxi cni;in=iig, alficcs ln tltc Undci1 5tatss usc llso "lt+iE i)F CUNCLrNTRA7'IL7t+} ~
rr~i~,~taf ►net►►or! of design ~vhicE~ has boen in u9e ~nc7e IB~1. 7'his mclltQd,
roenmmendad M i~mpattant f~tor fs lhe timt re[piirel far rutu~(~' from the remotest ~rt af m
b~ the Feclsral ~3~~hway Adminis~atian Tgr roadsi~ie chan~els A drainaSe to r+~h the ~it+~ undtr $esign. I"his is kasa~nn as the cime aP
dxa~i~,g k~a th~n ab~uC 2~ acres~ ~ss~a il+a r~uatiuo: r,ccfniccotratian ll is usesl in ft ratioaQl 4asisn mettod hut rnuse bc elrarly .
underatnod to avaid misapplicatlcsn of tho methad snd Ets propcssed nhne-
Q - C[r! . . . . . . . . . . . . , . , . . , ...Eqvation (l) munts.1
A minimurxi tirm aP 3 mEnwtts is rr.cnmmended by tbe FederaI Nighurap
wlm Q d peak rate of rurwiT, in efs ' Admirsfstrstian. Sec L•eg, 4-6.
I
C- %wighled runnfC rocgtaenl, e9cpressing ihe rativ af rate of runnff to rate ~uf rainfall ('I~biC 44) ~1;At~~~~ I
Tde drairysgc arm can ba measurgd vn a on ~
pogPaphiz nnap ar detcrmicsed in
f=ave.rage sntciuity of Taintail, in +whcs per haur (fvr tho seldcled ihe fktd by esiirMimn. Facing, aerial phoivs, oc a swsrcy tompara6ke io u.
lrr.quncy arul for darrtean equsl to thc fime of csnceritration) euraey to a stadia-corepass Iraverse.
.4 - drairrsge area, in ar,xes, trebutary to the point nsidre design Exarmpfe `
Find Chc di~harge fr~r a 10-year freq~sicy eainf'all at t,hc vutlet c~r a grasSed
`]hi~ f~ula a~t~ong71 ~ut dime~sionaliy carre~t, giw~ nu~i~a11Y c~t . roadside channel 400 ft frnm the oncsi of ahill with s.he consribuoin$ nrea
.41
resut[s, sinrx I cfa ninvfr r.qua1s 1.O8 in. pcr hvur per acre.
238 ft widr, eDnsisting of 12 ft vP enncrete pavement, 26 't[ df gPi1VCI 8I14Ur- a
1P.
MEMO1tANDUM
- ~
".AMF TAYLC3R ENGINF-ER[N~'r, INC.
w 106 rUssIoN AvE, surrE 206
SP(]Kt-1NE WASHCNCTO1'+F, 99201
Fhvne (509) 328-3371 Fax- (509)328-$224
Date. 214198 ,
T[): I]ean Franz
Spokane County Engineers Office
FR(3M: Darin Moare
RE: Spvkane Valley Goad Samaritan - Valley Ridge P.[l X]
Dean,
As discussed with you during our November 24, 1997, rneeting, we intend to use an evaporatiVe pand to dispose
of the stvrmwater runoff from the abaVe referenced projeet. This pond will also feed the ryetland areas shovvn an
the attaChed preliminary plan of Va11ey Rzdge P.L] D.
t1s you suggested, we have arzet with Mr. Dennis Beach of the VVSI7QE regarding the use of these wetlands At
his request, we have mvdified csur pla,n ta provicie additianal buffer area araund each wetland. VVe a1so discussed
our intentivns of pretreating the runoff'from the streets in roadside swale a.reas. Mr. Beach has provided us with
same helpful in£ormation regarding the use oFthe wetlands.
Hawever, we are concenned that Spokane Cvunry Guideiines may require us t❑ install a liner underneath our
pond. We feel that a liner is not justified in this case. The duplex units that vrill be buiPt Qn these lats will not
fiave baseinents, due to the presence of salid bedrock and the elderly nature of their tenants. Regardless, a11 units
will be built upstream of our pond In the existing conditivn, all of the runaff generated seeps into the wetland
areas and then off-site adang its natural drainage path In the develQped condition, the sarne will occur There
are no downstream properties to be damaged if any stornwater was tv seep out of our pond
We intend to use the fallawing CN numbers in vur final calculations for this praject. These numbers are the
same as those used in our Preliminary I7rainage Study reviewed by Biil Hernmings in September of 1995
• Exis#ing ground (8f]% impervious roc'k wlpvor cover): 90
• Streets: 98
• Rnofs, etc.: 98
• Landscaped ai'eas over rock: 90
Ut/27/Ub IU:UZ %75U93256124 TAYLZIA ENGiNEER 0401
rAnOR ErrCiIrrEEWO. INe - ST'[iRAGE Ytlb ~
w. 106 MtsstoN AvE. CALCitIA"LTON 5HEET ~ ,
Stli`FE 206 US~f~ SC5 TI~-55 dt3FOHMATiON
S~iCAA~E. WA. 99241 ti~FR~~CT: VALLEY RlLiGE
24-5c~9b
7[7rp~i„ qRF~' 1 fkc,
AE5[L,}HFD- DI.1uIl ST{)RM EVEN7 FUQCIENCY• t90 YEAPi
$ASIN. DEVELUPED87S1N 8
SOIL 'i°YPE (2) (3) {4)
TYPE [3F SLiRFACE S.F CN FACIOR (2x3)
8 - 80°1'a dMFEFiYIO[]5-RQCIC WI POOR CDVER 227383 90 20464564
57R.EE'TS 40994 98 5976132
R[5UF5, ETC• 114563 48 11227174
LANDSCAPbNG OvER ROCK 114563 90 10310670
Z't3IA,L.S 517494 376 47978834 -
COMPDSTTE CN. 93
P" FACTUR(IN)' 2.6
-POTENTLAL RETEhiTIC3M: 4 79 (IVL4)C1MW
F' • 0.2(S). 2.44 IF E.ESS T3'AN [)R EQUAi. Ti] ZERG7.
NO RUiiOFF GE3dEERAZ'F-]]
IQm '~~OFF DEPT{ : 1.85 1[! ,
Vi7LUME, "Q x AREW: 99704 GF.
2
~ar►~ ~~iU~r~+~~~
~u ~3-o 5
r.~~c~~~"~ PA:57A.' 7-75el5
c.v~ v~~ 7y~i S~ 7~~` ~ c!a ~►'`r~~ ~
fl
r- -
` ✓
l~3~' Engineenng,
~ inc~.
Civfl Design and I.and Planning Princ,pals:
Perrv M Taylor, P.E,
Strn[ey R $tarlang
Mcrrk A Aron.tan, PE.
L]evadC lnrten, PE
~ECE1 V "^D Associa[es:
$catt M Susch, PE
Frank R lde. A$LA '
y~
SQf7}CF1NE C{]UNTY F-P1311~~EiA Chtef 1+'umincial Offic.er:
Edwrn G Wagni2d
lVvvember 14, 1996
Bill Hernmings, P.E. -
5pokane County Engineers
West 1426 Broadway Avenue
Spokane, Washington 99250
RE: Prejjminary Plat and PUT1 0f Valley Ridge
Dear Bill:
We are in receipt of your memorandum dated Navember 13. This letter is to infarni you that the
final stormwater design will not discharge any more volume than that which naturally carnes aff
this property unless the CQUnty Engineer approves adesign deviatian.
Pjease call ifyvu have any questions
Sincerely, '
TAYL.QA ENCTNEERIN+G, rNC.
0;;d WAffW'n
Mark Aronson, F.E.
Prvjecr Engineer
cc: ]im I7roppers
fri1111496195-04113
106 W ARission Rve • Spokane, WA 99201-2345 •[509] 328-3371
FAX (509) 328-6224
f
Hsrmmings, Biil
Frvm: Hemmings, Bifl
5ent: Wednesday, November 13, 1996 8.59 AM
70; 'Mark Aronson, PE'
Cc: Johns, Bill; Franz, ❑ean
Subject: Valley Ridge PllD Drainage Cancept
Your ietter of Nov.7, 1996 makes a statement that Spakane Valley GoDd Sarriaritan ViIlage awns 130 acres and
that they could accommodate the starmwater if necessary.
Afi I need from you, at this paint to get thts concept apprQved, is a statement tha# says yaur cancept wiil not
diseharge any rnore ualurne than that which naturally cames off this properEq unless the Caunty Engineer
appraves a design dematian.
Paease get me this sta#ement taday and I will rec❑mmend this prop4sed plat be placed on the hearing agenda.
Thank yau.
Page I
,
~ AWi
~ ][Wlor EngineerMgr Inc,
Civfl Design and Land Plaru-dng Pr,ncipals:
Perry hf TQy lnt P. E.
Smnley R Sr¢rfing
MttrkA. rtrrnsan, PE
flauid C Larsen, FE
! i~~~l\fED A.SSSICifltCS:
Scott M Eieasch. PE
Novernber 7, 1996 Frunk R lde, RSLA
~~~~E CQUAITi''f ENCsINEER Chtef Finantial C1ffieer:
Edtarn G Wagn¢!d
Bi11 Hemnings, P.E.
Spokane County Engineers
West 1426 Brvadway Avenue
Spakane, Washingtan 99250
RE: Preliminary Plat and PUI) af Valley Ridge
Dear Bi11:
This Ietter is a fallow-up tv your comrnencs regarding our conceptual drainage plans and your
subsequent conversations with Iim I]roppers. As Mr. Droppers' Ietter points aut, Spokane
Valley Gaod Samaritan Village owns approxirnately 130 acres adjacent to the proposed
duplexes and retirement apartments. If, during the course of final design, it is determined that
the property vn which the propvsals are s'rtuated is insufficient in size to acevmmvdate the
starmwater, t.he adjacent Iand will he utilized.
Thank yau for letting this project proceed tv public hearing. We laok farward tv warking
with ycru during the funa1 design prvicess. Flease ca11 if you have any questions.
5incereiy,
TAYLC]R ENGTNEERTNG, INC.
001~el A00or?
Mark Aransvn, P.E.
Project Engineer
cc: Jim Dropgers - 5pokane Valley Go6d Samaritan
FRIIwmm195-04181va1Iey -
106 W MissfOn AvB •$pokene, WA 99207-2345 •(5C19) 32$-3371
FAX (509) 328-8229
~ ~ .
`0Et15T'~ 1/0 -
2 ~
~ z Spvkane ~lalley +~ood Samaritar~ ~Ilage
- Q
0 Nl~ f' So .
November 4, 1996
Mr. Bill Hemmings, P.E. RECEiVED
Spokane County Engsneer NOV 0 7 1996
West 1026 Broadway Avenue
Spokane. WA 99201 SPQIGANE COiJNTY ENG1NEER
RE : Pre],xminary P],at and PUD 4f Val.le,y Ridge and Change ❑f Cvnditions to
')ZEp20-95 (commonly referrec3 to as the Speakane Valley Gvvd Samaritan
Property)'
Dear Mr. Iiemm:ings :
This letter a.s in regard to drainage plans the Cvunty Engineering Department
is recfiuiring aur engineer to prepare. I understand that you have requested
Taylcrr Engineering to prepare additional drainage studies to better determine
how mueh runvff leaves the praperty nvw and make sure that the wvlume deres nat
increase. The other alternatiue ►aould be to enter into an agreement with the
praperty owner downstream tv~permit us to let us increase the amount a€ runoff.
Tha second option as vne which we wvuld like to reserve as a last resart.
We recvgnize that aaditional drainage analysis will be necessary to finalize
the drainage design. We have already invested several thvusand dollars in
greliminary drainage stud.ies ancl are concerned abaut investing any mox'e untiZ
we know that the praject is approvec3. It apgears as though drainage can be
contained on-site as i.t is simply a matter ❑f sizing retentXVn pvnds. In
addition to the 38 acres on which the Pi:U.D, and apartament wi11 be situated,
Evangelical Lutheran Gaod 5amaritan Scsciety ovms approximately 130 adjacent
acres (a mags showing tha.s prvperty is enclased) . We wi].i cormnit to utilizing
svme of this adjacent land for drainage faciiities (z.e., evaparative pands)
if necessasy.
we xequest that yau allow the additivnal drainage studi.es to be pxe.paxed uiDon
completian of ths final plat, as Hre wi11 hetter knQw the final lot cvnfiguration
and drain,3ge needs.
On a separate matter, we `aauld like to verify'_41a:tThe Enangelical I,utheran
C,aod 5arnaritan Society wiil retain ownership ❑f a11 the property vn which
the lots cvill be situa,ted. The homes will be leased by individual.s,
Maintenance vf comman areas, drainage tracts, and the indivzdual 1.Qts wi11
he the responsibil.ity af the existi:ng facility. Thus it is my feeling that
tIae fvrming af a homeawner's association would not pertain to this prQject.
E. 41121 - 8th AWenue • Greenacres, Washington 99018
Phone: 5091924-61b1 FA)C: 5091924-6166
PAGE -2-
We wvuld not abject to a candition on the plat to the effect that a homeowner's
associativn wi11 need tv be formed ta prvvide said maintenance if the lots are
ever sflld.
Thank Xou far your consideratzvn.
slI7CeT~lyr
Jim I]roppers, Administratvr
Spokane Va31ey Good Samaritan
Enclosure
eC.Y r-Frank Ide
Tay7.or Eng~neering
~T'D f~C S
Hemmings, Bill
From: Hemmings, Bill
Sent: Wednesday, Octobec 30, 1996 8:43 AM
To: 'Mark Aronsan, PE'
Cc: Franz, C1ean; Harper, Pat 5ubject: Valley Ridge Preliminary Orainage Plan
It is unclear to me what valume af water yau intend to dispose of onsite and hDw much onsfte starage of water
there is now? Yau wilE, as a rninimum, need to store and dispose ❑f on srte, ihe*ewsting wlume that is natwrally
held on site. The crdical questian is "How much actual water leades ihe sde during the 900 year event?" ie _
Total storm ►ralume (prede►reloped) - Tatal Volume naturalEy stored an sfte in natural depressions(predeu+eloped)
- T6tal Volume of wafer leaving the basin in the Predeveloped state. Your cancept shoukd at this time
demonstrate that yau intend to discharge no rnore than the predeveloped volume as calculated above Ef you
intend to discharge rnare than the predeveloped valume, yau will need to vbtairo a design dewation that
adequatelyj ustifies discharging more valurne. An easerrrent fram the downstrearn property ownerwauld
probab7y be required.
Please provide a revised drawing shawing pands that are praperly s¢ed to rneet the county guidelines as
explained ab❑ve All dow+nstream areas are con5idered by 5pokane County to crrtical drainages unless praven to
be otherwise thraugh an analysis.
The Pl1D will have to farm a hameowners associatinn to provide f❑r the perpetual maintenance af the drainage
facilrties. 1f #he hameowners assaciatian decides 1o eontract with the Evangelir.al Lutheran Good Samarftian
5ociety to do the rnaintenance, rrve have nv problem wfth that. The Society, howerer, wi11 need to grant to the
homeowners association and to 5p❑kane Gounty an easement over all the lands that deal with drainage Please
Iet me know if there will be any problem with this arrangement.
When we receive a satisfiactary respanse to our above concerns we wdl recommend this plat far a hearing date
Page 1
~ , .
Taylor Engineed ~ ~ Inc.
9Civfl DeSign and I...and Planning Pr;nc,pals:
Perrv M Taylor, PE
Srars[eyli 5rirkyig
A?Arkti Amrrsan, F,E
I]avrd C Larserr. P.E
[]ctaber 11, 1996 associetes:
5rorr N1 Busclr, FE
Frank R lde, ASLS
Chief F'inancial (7i'ficer:
Sill HeFnmings, P.E. F.dwinG Wagn2[d
Spokane County Public VVorks ]Departrnent
1026 W. Broadway
Sp4k7I1e, Wa`1Shk11gtC1,i] 99260
RE. VArLLEY RTDGE PRELIMTNARY DRAINAGE
Deat Bill,
This letter is in respanse to yvur review of the Valley Ridge Prelimi,nary Drainage Report.
Please review the follvwing respvnses and enclosures.
Resnflnses to review Memo dated C3ctaber 8. 1496
1. 7'he runoff generated by the 1(]0-year storm will be held in the storage gonds as shvwn
shaded vn the Preliminary Drainage Plan for Basins B, C, D, and E. T'he anly disposal
vvould be a small amount vf percolation andlvr evaporation, which was not tacen into .
account in the prelirninary repvrt.
L1nfortur.ately, the total vvlume released may be greater than originafly generated.
Based vn preliminary ealculatiQns, it is e.stimaCed that the tota[ voiume of runoff wkll
increase by appraxirnately 12%. However, any stvrmwater runoff generated greater
than the 100 year storm will be released at a rate less than or equa1 to the existing
runoff rate. We believe that this ruill resuYt in littla ef€ect downstream. The runoff
fram Basin 1and 2 will not be heid vn-site. This runoff will cvntinue in its ❑riginal
drainage path. Also, please see respanse to comment
2. `I'he majarity vf the pvnd areas shown on the Preliminary Drainage Plan wiil be grassy
areas which phe runoff wall flaw through. The term "grassed iniltration areas" is nat
used since we feel that nv percolatian beyond #he grass rovt zone.s wi11 vccur due to the
near impermeable rack surface.
3. - These properties and facilities are presently vwned, maintained, and,ydLpontinue tv be
maintained by the Eaangelicat Lutheran Good Samaritan Society. ~ RE CE
IVED
OGT 1 1 1996 .
ios w Missior, aee • spokane, wn 99201-2345 •[sos] 328-3371 5POiiAHE COUNTI? ENGINEER
Faoc (509} 328-8224
" •
,
~ 4. The existing drainage situatavn will be imitated as best it can. The drainage pathway
shawn an the south edge of tYfe site will he the flaw path fvr the off-site draznage
ruanning off of the hillside. Since mvst of this area wi11 not be develaped, it is
anticspated that the existing drainage conditivns, tncluding any retention are.as and
runvff drainage rautes, vvill be preserved and off site drainage wiIl be routed thraugh
the dcveloped arca. Durijig fiiial ciesig:i, lvt cai}figuration (iiicludiitg the two lats in tlie
southeast carner of the siCe), will be modified to accommadate cirainage requirements.
5. See respDnse ta cornment # 4.
6. See respanse ta cvtnment 4. 'T'he existing drainage pathway will remain as clase tv
its naturaI state as'passible.
7. See response to comment #3.
8. We anticipate that our final design wiil be in canfvrmance with Section 4-4
"L]etentionlReteiitian Systems" and Sectivn 4-4.2 "Storage FacLlities" of the GSM. As
vutiined in the general requirements of the GSM on page 1-1, "ihe rate of stormwater
runaff frQm any prvpvsed land developrnent shall not exceed the peak rate of runvff for
design storm occurring prior tv the prvposed dedelopment". Dur propQSed drainage
system will meet this cpnditivn, PaAe 1-1 aI5❑ 5taCe5 "In the e►rent that waters from fihis
dev elapment drain inia a critir,ai flaod, drainage, andlor erasion proposed area, as
determined by [he County ,Eilgineer, the quantity of water frvtn this site shall he
restricted ta the existing quantity leaving thts sit.e prtvr to develvpment". 1f desired, a
design deviation can be submitted requesting c'lri add1CI[}D']ilI q1I1I1tlC]7 of starmwater
runvff be allvwed tv leaVe the site, wh11e maintaining alesser peak rate of #1aw.
T hape that Chis informatian addresses all ❑f yaur concerns. Please call if yau wish to discuss
any of these items further, so that we may expedite this project.
Sincerely,
TAYLC7R ENGINEERING, INC.
I
~4 4omw
Mark Aronsvn, P. E.
principal
Enclosure
cc. Evangeiical Lutheran Gaod Samaritan Society
I]LMIjsg195-021B1Hcmming.wrd Taylo~ ~ngiI7eeilrig, IriC.
Clvil L3esig[i and Pand Plannuig
106 W Missian Ave • Spokane, WR 99201-2945 •(505) 328-3371
FcvC{509}328-8224
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•o - County
Memo
To: Mark Aronson, PE
From: Bill Hemmings, PE
CC: Pat Harper / Project File
Date: • , 7
Re: Valley Ridge Preliminary Drainage Concept Plan
C~~MWTS:
1. In your report you state "For final design, a slow release outlet will be used
to drain the ponds at the same rate or slower than the existing flow." You
do not address how much existing flow is retained and is held on site and
disposed of on site. The volume you release from the site, for all storms,
can not exceed what is now naturally leaving the site. Please provide
further explanations on how your concept will address this issue.
2. Are the pond areas shown on the plan sheet the 208 swales you talk about
in your letter or are there other areas that are 208 swales that are not
shown?
3. Are the old lagoons still owned and controlled by the developer and can
easements be granted to a homeowners association over these lagoons?
4. It is not clear from the drawing where the runoff from Basin 1 goes. Please
show the collection point and flow path. You also talk about routing the
drainage into the existing drainage channel. It appears in the field that the
existing drainage channel retains water to some extent before it can travel
further to the west. Please define how much if any retention occurs in this
drainage. The existing situation needs to be imitated as much as
possible.
0 Page 1
5. The same cvmmerets fram item nUmber 4 abave apply to Basin 2.
fi. The statement "As can be seen an the attached drainage plan, prouisions
will have to be made tm ensure runoff can pass between the twa mast
southem iots." is not clear ta me. The dravOrag shaws the rratural drainage
going through #he middle af a[ot. This dves not match yo+ur statement.
Please clarify and revise yaur drawing if necessary.
7. Please ad'dress hvw the maintenance af these facilities will be handled.
Normally a homeowners assvciativn is fvrmed.
8. Since retention is the natural disposal pracess fvr a large portimn of this
praperty, a design deaiation will have to be submitted at final design fvr
rediew and ap,pro►►al by the CQUn#y Engineer.
Ptease review the aboVe corrsments and revise and resubmit yvur report tv rne
as soan as pvssible. If you have arry questivns, please con€ac# me.
0 Page 2
_ I
1 Spokane County
Public Works
~ 0A1! ~
Memo (b° _ v7rL04,r~ ~
To: Mark Aronson, PE
Frarn: Biil Hecnmings, PE ~
CQ Pat Harper 1 Project File
Date: Octoher 8,1996
Re: Valley Ridge Pr1eliminary Drainage Concept Plan
FWwo.~ ~~~~e-Nm
'I. In yvur repvrt you skate "Fvr final design, a slvw release vutlet will be used
tv drain the ponds at the same rate or slnwer than #he existing flvw." Yau
dn nat ad'dress how much existing flow is retained and is hQld on site and
dispased of on site. The volume you release from the site, for all starms,
can nvt exceed what is nvw naturally leaving the site. Please prodide
further explanativns vn how your concept wilp address this issue,
2. Are the pond areas shawn on the plan sheet the 208 swales you talk about
in yvur letter or are there other areas that are 208 swales that are not
shawm7
3. ►4re the vld lagvvns still awned and controlfed by the developer and can
easements be granted ta ahomeowners association over these lagovns?
4. lt is nat clear from the drawing where the runoff frarri 6asin 1 gaes. Please
show the collection paint and flow path. Yau alsv #alk about routing #he
drainage 'rntv the existing drainage channel. It appears in the field that the
Qxisting drainage channel retains water ta svme extent taefore it can travel
further to the west. Please define how much if any retention vccurs in t'his
drainage. The existing satuation needs to be imitated as much as
possible.
0 Page 1
5. The same comments frvrn item numher 4 abawe apply tv Basin 2.
fi. The statemen# "As can be seen an the attached drainage plan, provisivns
will have to he made ta ensure runvfF can pass between #he tr►vo mast
southem lots." is nnt cfear to me. The drawing shows the natural drainage
gning tFrrvu+gh the middle of a Ivt. This does nat mateh yaur staternent.
Please clarify and revise your drawing if necessary.
Please addr°ess how #he maintenance af these facilities will he handled.
Narmally a hameawners associatian is farmed.
Since retention is the natural disposal process for a large pnrtion vf this
prvperty, a design devFativn will haVe to be submitted at finaG design for
reView and apprvVal by khe County Engineer.
Please review the abo►►e comments and revise and resubmit yvur report tv me
as svan as possihle. ff yvu have any questivns, please cantact rne.
0 Page 2
~ .
VZ)
AV ,j'W '~T'AYLOR ENI;IiTEERINGII~1C.
~F•rr',•r,ii~. ..3r~~/~. . ~x,n~
►Y . lolY 1~"YL~J`$IDI~ !'Lvf; '
Spvkane, WashTngtan 99201 -2345
PH: (503) 32$-3371 nA`°[-E: JOB.1vO.
FX: (504) 328-8224
AT'`N:
Ta: RE:
.
. I'~ED
_ SEp ? 7~ .
wE ARE s~NDhNc You ArracfiEn UNoER sEPaRATE co►~R VIa ~ 5Pi]i!~ ~j~~GINEE~• .
sHQr nxAwnvcs PRIrTs P"Ns e'~~n.~ra~.rs~ _
p I c4Pr aF LErrER l p cFUNcEQRDER L-j nrSK ~ sgEcWIcaTIaNs
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~~1~ c~~ ~2~ r~'~~'d•~'.~''~$~ ~~~~~°r
TitESE nRE sus,rr[TIED As cxEcK~ RF-.a►v:
FOR APPRI)VAL nPPeQVen as sua►ir= ~ ~REStBrfIr cOPIES FOR npPRovAz.
I ~ FOR YOux usE ArrRdVEv ns rvozEn ~ S sUBLNrr cOPIFs FOR aISTmUTro::
I ~ AS RWLTF.S'EU ~ RETUX'QTLi FOR CQRRECIIOYS REfUR,il CORRECI'EL1 Plifr175
R REVW-W nrrn CaMrF-N'r ~ I
MMARKS:
Av->~
C{1PY TO: SIGNEiI:
FOR,MSILOT xLS1022195
.
Mantr, Glaria
From: Mantz, {Gloria
5ent. `fuesday, May 07, 2002 11.14 AM
To: Urhausen, Bdly
Subject: Valley Ridge PUD
Billy,
I le#t a coupfe of sewer sheets an your keybaard around 111 (}{l The consultant is making same charrges in the road prvfile
due to presence of shallow rock. I made a c4py of the transmittal sheet ffar you so yau can let the consultant know vahether
the changes tn the sewer plans are acceptahle to yau Let me knaw if you need anykhing efse
7hanks
Gloria
1
. - • ~
• -
Al► TAYL!C?R ENGA~E~N+Gr INC.
,jW ~ W. 106 Mi5530ri AYe , . ,~~.a,,: rw.+~'~r•~_ ~ y • rt;~
spokanev w~hingco~, 99201-2345 ~LETTER~~10:~ R:~NsN.~I~-~AG
M
PH. (509) 328-3371 :k
FX: {509} 328-8224
DAiE: 40,000 Z .ras. Na.
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TO. 5-,ft4Ie-0P+15 C.*EdAh-y 4AVS. RE:
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THEsE aRE suMn41TTED as cxEcKED sELow.
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L-ol Fi1R APPROVAL APPROVED AS SUBIvLiTiTED 1 I RE5USMIT COPIES FOit APP80VAL
FOR YOTfR USE APFRt]VED AS AYDTEIJ ~ SUBM7T COPIES F[Jli DISTAI$[1TIC1N
I ~ a5 REQLTE5TED RET[}RNEn EvR Cs]RnCTiGNS RETURN COAIiECTETD P1tINTS
u FOR REVIEGV A11`D CQMA7ENT ~ I
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Memrnings, Bill-
Frorm: Hemmirrgs, Rill
Sent: Tuesday, June 06, 2{}00 7:13 AM
To: 'Dacin Moore, PE'
Cc: Stranks, Randy
Subject. P-1'803 - Vailey Ridge PU❑ Plan Ghanges
Yaur proposed plan changes for the above referenced subdivisian are accepted Please show the changes on
the as built drawing and note tndays date as the date of the chatge. Tharoks
Bill Hemmings, PE
Page 1
If
.AWAIW
, Taylor i i~g,
Ln$~l~l~~~' I1~c.
CiVi1 Design and Land Planning
Principals:
Perry M 7ar[ar, 1'E.
SfAri[ay R Sarrteng
A?ark A Arnnspn. P E
JL1I)e S, 2000 I`JaNid C Larsen. PE.
ASSaciutes:
~ECEI4ED Scor1 M 13usefr, PE.
Mx. Blll HemTT]lI1gS, P.E. FmprkR lde,ASLA
5Aokane Cvun P~ablic Wr~rks .!U N 0 3 2t~00 RonAr~r cPQce. PE.
Diviszon of Enganeering an+d Road~ Ctiiee ~'tnru~~W Utfcer.
W. 1026 ~3Tee`~[~Wa~+' SPC'~I~i~E CallNTY EN~'a1l+f~EA Edsvtra G Wagnefd
Spokane, WA 99260
RE: Valley Radge P.U.D. ~t wr
P~civa~te Rr~ads
Dear Mr. Hemmings: t
We are writing ta yvu in regards to the Valley Ridge P.U.D. desigm plans tha[ were approved
by Spokane County in June of 1998. The Govd Samaritan Society completed the first phase of
this project in [he summer of 1998 and are beginning the blasYing work for tae second phase to
be compteted this summer.
Over the course of Phase I cvnstructiQn, much was leamed abvut the nature of the rock
underlying the entire project. We naw knvw chat a11 of the grading wvrk required to shape the
roads and lots requires a serious degree of bZasting. This degree of blasting is very castly and
generates a huge atnount of unusa~~e fractured rock matexial. Therefore, ttze Good Samaritan
Society has requested that we examine the option of raising the elevation of orte of the private
raads by one foot. It is our hope that by doing tia,is:
*Less bpastng wrll be requtred tv install the rvad,
• the lots wi1P require less blasting to make them suitable to build on,
• the Good Samaritan Society will nat be faced with the expense and burden of
removing the excess fraGtured rock. -
The drainage system fvr t7ris groject is very complex, including wetlands, evagvrative ponds,
and rpads'rde drtches. As the April 1998 drainage repvrt details, a specafc amount of runvff is
designed tv reach each of the evaporative pand and t.he wetland areas. Ta ensure that the
praject's averall drainage systern functions as desigzaed, the roadside ditching system wall be
canstr-ucted in a manner that maintains the prvper arrtount of runoff flnwing i,;~ each direction.
To accomplish this, t1aod Samaritan has prvposed piping pvrtivns of tie runoff as required to
rnaintain the ❑riginal flvw patterats. Sirice the roadside ditches are currently constructed of
fractured rvck, we da not anticipate the flow characteristics of Che runnff ta change by using
the pipc.
1[]6 W Missinn Ave • Spokane, WA 99201-2345 -(5€19) 326-1371
FPX (5Q9) 3E6-B2241 E-MAIL mailmvm0 tsylorengroom
The sanitary sewer and the water systems wili not be revised, nor wi11 the lot configuraticrns or
the road alignment. I have attached a capy vf the plan and profile fflr the road in guestion. Y
have also redlined Qn the proposed modifications to the rpad profile. Note that these revisions
would not carry the rvad grades out ❑f County sgeci~'ication far priyate roads.
On behalf of the Gvod Samaritan Saciety, what would be required for these changes to be
implemented during cvnstructian? A farcnal certification and record drawings will be
submitted tv Spokane Cvunty upvn completinn of Phase Tr con5tructian. Please revievv tkais
information and the attached glan and resgond at your earliest conuenience. Thank yQU for
yaur time.
Sincerely,
TAYLOR ENGI EERTNG, TNC.
Darira Moore, P.E.
Prvject Eangineer
Cc: Jim Drappers, Spokane Valiey Gaod Samaratan Saciet}r
dlml99-147alspocaitr doc
Taylor En~eenirig, i'l.C.
civi1 Design ana Land Ptanning
105 W Mission Ave • Spakane. WA 89201-2345 •(5t19) 328-3371
FA7C {505} 328-8224
K' •'ti xkwa<.,:.... - , » . .
Taylor Engineering, Inc. .w~.....:~:,,.
~ .
I W. 106 Mission Av~
Spokane, WA 99201 DATE:
Voice: (509) 328-3371 Faz: (509) 328-8224
ATTN: ~ ~7 iJ b Y~'`,'7ZG6
TO: '7 ~13CC~'l/V~ CQ3 ~
RE:
Pv ~
ATTACH ARE:
C ORIGINAL DRAWINGS COPY OF DRANVINGS I IREPORTS
I ILETTER L J CHANGE ORDER ' ,ELECTRO.NIC FILE
AS FOLLOWS:
'
,.:xctr~: .z::z" . , x~` K~;.::•
,e .....w.~..~...........
:.,~1",Y~~~ ~ « «„..w..... . . . : . . ~~rmu~.... « . . ~x.~r.~....xr•
FORYOURUSE ~ ><<REQUESTID FORAPPROVAL
G
FOR REVIEW AND COMAIEN'T RESUBM1T FOR APPROVAL RE7'QRN
REMARKS:
COPY TO: ~G~ SIGNED:
,
.
/ W TAYLOR ENGINEERING, ING , ~ Fr.
West 106 Mission Av~, SUITE 206
Spokane Washington, 99201 JUN O$ 199$
Phone: (509) 328-3371
Fax: (509)328-8224 SPOKANE COUfVTY ENGINEER
June 5, 1998
TO: Doug Busko
Spokane County Engineers
FROM: Darin Moore
RE: Valley Ridge PUD
Doug,
Attached is a check in the amount of $2250 for the traffic signal assessment to the Good Samaritan Society.
Also attached are the bonding forms for the construction and inspection of Valley Ridge PUD. We hope to
begin construction by the middle of next week. I expect Eller Corp. will be applying for perrnits shortly.
As you suggested, we have sent a letter to Bill Johns asking for the deletion of the fence requirement. I believe
that this is the only issue remaining to gain approval on this project. If you have any further questions or
comments, please don't hesitate to ca11.
Th?nk You,
Darin L. Moore
cc: Jim Droppers
File
5TAr$ o~
~
~ az
Dy
• ]969 ~
STATE OF WASHINGTC1N
DEPARTMENT DF ECOLOGY
4607 N. Morrrne, Surte 202 • Spakane, Washington 99205-12$5 + (509) 456-7926
May 4, 1998
Ms. Francine Shaw
Spokane County Planning Departrnent
1026 West groadway
Spokane, WA 99260
Dear Ms. Shaw:
RE: Valley Ridge P.U.D.
' Ecaingy has reviewed the drainage report and final site plan far the above referenced praject.
Ecolagy's VLTetland section has the follawing camrnents.
1. The drainage report prepared by TayZar Engineering appears to address the cancerns
vutlined with respect to wetland hydrology. In ea.rller meetings we had discussed the
passzbility of moniton'ng the hydrolagy af these twa wetlands as part af this praject.
Maintaining wetland hydrologic periads is a cvrnbirtation af gpvd engineering
geomorphic science and sorne luck. Ecology will not require, but would grcatly
appreciate a hydrolvgy monitvring plan associated with this proposal.
2. The final site plan shoutd include Ianguage stating the wetland and buffers are pmtected
areas and not to be disturbed.
Tf you haVe any questions, please call rr►e at 625-5Y92.
Sincerety,
- ~ - -
, Denms Beich ~ RFf% ~ w o ~
tii7etlands Bivlagist
Eastern Regianal Office MAY 0 6 199$
DB:5b JPOKAN't. ,.~•~~ri f ~NGtNEER
" A SkVallayrW[fD . , .
cc: Darin Nlaore, Taytnr Engineenng '
P @ug : ~ ~ 1@i
, r@kan~~~@,um~yJUVnMgi-n- e_eri~n~~g
-993"
i'~
. MEMORANDUM
TAYLOR ENGINEERING, INC.
~ir W 106 MISSION AVE., SUITE 206
SPOKANE WASHINGTON, 99201
Phone: (509) 328-3371 Fax: (509)328-8224
Date: 5/26/98
TO: Doug Busko
Spokane County Public Works Dept., Division of Engineering and Roads
FROM: Darin Moore
RE: Va11ey Ridge P.U.D. Resubmittal
Doug,
Attached are the revised plans for the Valley Ridge P.U.D. We have incorporated the comments from your first
review and the design deviation conditions, both dated Apri127, 1998.
1. Each intersection listed in the review letter has been revised to provide a 50' landing with a maximum 2%
gade.
2. A 12' wide, 6" thick gravel access road has been provided to the evaporation pond with a maximum grade of
20%.
3. We are currently in the process of awarding this job to a local contractor. For the sake of continuing the
approval process, we have shown a 6' chain link fence around the evaporative pond. However, our client
strongly objects to this requirement. Our client plans to continue to protest this requirement in hopes
that it will be waived prior to the completion of construction. Much effort has been given to the layout
and planning of this project in an effort to maintain its natural aesthetics. Our client also feels that since this
pond is located in an isolated area, on private property, that the county has no liability for this pond. By
design, this pond will never have more than 1.7' of standing water. Our client feels that the risks of building
such a pond in this type of community do not warrant the expense of installing this fence nor does it warrant
ruining the natural appearance of the area.
4. The Good Samaritan Society acknowledges the traffic signal assessment fee of $2,250 and is working with
their cooperate office regarding payment.
5. The Good Samaritan Society acknowledges that Spokane County is requiring an inspection bond of $13,300
and a construction bond of $133,100. They are currently reviewing bonding options.
Please review these plans for conformance with Spokane County Standards. Taylor Engineering will be
perfornung the construction inspection duties and reporting progress to your office once construction is
underway. If you have any questions or concerns, please call,
Thank You,
Darin L. Moore
CC: Jun Droppers
RECEIUED
r7i R L 4 1998
~
~ ~ ~k,4NE CCNJ~fT`Y ENGINEER
'
S P Q K N~ (D U N' T Y
BLIILI?ING ANF? PLANNFIsiG • A DI1IiSfQN L3F THE I'LFBLIC WpRKS T]EPARTMETII'
JAMES L MANSQE+f. C.B 47.. DPRECI'C3R T7EAIAIIS M. SCDTT. P.E. DEftEC'i"G7R
DATE: April 23, 1998
T0: Spakane County Divisi❑n of Engineering; Pat Harper
Spakarte Caunty Division of LTtilities; Jnrn Red
Spokane Gaunty Divisian af Building & Planning; ,]eff Farry
Spokane Regional Health District; Steve Holderby
Starmwater LTtility; Br+enda Sims
Fire I'rotection District No. 1
Vera Water & Power
WA 5tate Department of Ecology; Dennis Beach
FRC7M: Francine 5haw, Seniar Planner 4~-
RE: Prelirninary Plat and Planned LTnit I7evelopment af PE-1$03-96I2E-46-
961PL]DE-5-96; Valley Ridge '
P1ease £ind enclosed the prQposed PYanned Unit DevePopment Plan far the preliminary
plat of Valley Ridge. This Planned L7nit L7evelopment plan is being subrrnitted in
addition to the final plat tnap clrculated to yaur affice nn Apri19, 1998. Please rewieRv
the prvposal and return anp comments to me by May 7, 1998. If you have any
questions, please eontact rne at 456-3675, extensson ZkB.
kc
Enclosure(s)
c: Taylor Engineering clo Frank Ide, 106 W. Mission, Spokane, WA. 99201
Spokane Valley Good 5amaritan Village, 17212 E. 8`" Avenue, Spokane, WA. 99016
1026 j+'uS57 BAdAF)WAY EIVENq]E •SpClKANF„ LVASIiINGT❑N 992(70
T'HaNE (509) 456-3675 • Fnx (509) 456-4703
TDD (509) 324-3166
2. Maintenance access must be provided tv the pond. The access znust be at least 12'
wide, surfaced with 6" of crushed rock, be no steeper than 5:1, and be able to
accannmodate the tuming rnavements of ari SLT design vehicie. MaYntena.nce accesses greater than 3[30' in length require a turnaround at the terminus of the access.
3. The canstruction of the stornmwater disposal facilities must be irispected hy a
Frafessiana! Engineer. As-Built plan,s and inspections lvgs must tae submitted tv the
Cvunty Engineer at tne conclusian of the praject. An i.nspection band must be posited
far Ns wark priar ta acceptance of the plans.
4. The drainage system outside of the pubiic right-of-way wiU neither be maintained nor
operated by 5pokane County fvrces. Prior to plan acceptance by the County
Engineer, the Sponsvr shall provide a mechanism, accepta'ble to the County Engineer,
for the pespetuat maintenance of the stormwater drainage systern. Ttus mechanisnn
shall also pra►nde far the funding of routine maintenance and the replacerrient of the
Various cvmpanents of the drainage system at the end of the serwice life of the -
respectiVe compvnents, and any other improvements tlat may be legally required i.n
the future, An Operatians and NYaintenaza~e Manual for the storrnwater management
system shail be prepared by the Sponsar's Engu►eer, and included in the project
documents submftted tca the Gounty Engineer fcrr acceptance, along vvith a discussian
of the design life of the various c❑rnponents, a caIculated annual cost for repair and
rnaintenance, and a calculated replacernent cost. As required by the Spakane County
Code, laabili4y insurance shall be grovided during construction and 7thhroughaut the
ownership ofthe facilities by the respvnsible entity.
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di- ~ • ~ ~ ~°r'~ ~ ~~Ll+'1 r ~ = f +Rr~~l ~£I~a ~ r~.t~ E~+,w+.r. i+4hl~'{~~jr
~ CA*!D
60 Ae14 ftTih&17'$
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11W `tay1or Engineer'mg, Inc.
Civi.p Design a.r~d Iand Planrir~g P~~~p~:
.
AerryM raytor PE
Standey R Strrltng
Apri1 lf~, 199$ MrirkA Arnnson, PE
17tauid C 1nr.sen, PE
Assoeiatrs:
5cota M Busch, P.E
Mr. Bilp Hemmings, P.E. Fratrk R Ir1e, ASLA
Spvkane County Fuhlic VVorks ChieP Finaacial pt'f'icer:
L7ivision vf Engineering Fdwrn G. wagnprd
W. 1026 Braadway Avenue
Spokane, WA 99260
RE: Llrainage Report fax Valley Ridge P.U.D.
Dear Bil1,
Enclosed is the T)rainage Repvrt for the Valley Itidge P.U.D. Project. Procedures contaxned in
this repvrt are as autlined in the Guidelines for Starmwater Nianagement, as published by the
Spokane C4unty Engineers with corrections as of 4-15-$6. The €armat used is as £v11aws:
Prvject Description
NlethadalogY
5oils
Tvpagraphic Data
Precipitation Data -
Methods of Runvff Cancrol
Methods of Disposal
Water Quakity
Remarks
Follawing your review, we would be happY to answer any guestians ycru rnay have regard'utg
this repvrt.
Sincerely,
TAYLOR ENGINEERING, INC.
eo-t-I /40W
Mark Aranson, P. E.
Frincipal l praject Manager
Enclvsure
cc: Jim Drappers - Spokane ValPey Gaod Samaritan
DLMJtrU97-055lDramage Caver doc
108 W MissEVn Ava • Spokans, WA 99201-2345 •(509) 328-3371
FAx (549) 328-8224
03/18f 98 11: P1 '05083288224 TAYLOR ENGINEER ZUo1
~~~OJUNDUM
~ 7'AYL aR FJYC'1MEiRING, EVG
• WP.st 106 Afasii7la A me' SC+4l'Fr 206
Sprrka►te Wwskingivn, 99301
Phvne: ~(509) 32&3371
F= (509)32&8224
~ . Mamh 18.1998
Rast-it' Fax nlnte 7671
T° lcwtc R~'~►'CJ FYan ~
Tfl: 6*2~ '.ez
co'°°~~ ~'n ~ . IcaD.
Fa`" 3Z4 '76557 Fug I Fax:4S6-6175
FROM: Darin Moore
RE: Valle}r Riige P.U.D., SpokaneVailey GovtlSamaritan
Dennis,
V1►'e are =TenUy wvtlang to ftnWize vur plae for Va1iey Ridge. In acccorsisnce with yQUr co.nment letter datsd
bctaber 18, 1996 and the HWmg Examiuer'S 'Vashingtoa Statc Department of Ecolvgy" rvnditior~ we have
made the attadwd atterations to our wetlud and buffer batuidaries.
Sr.rict sitc conn°aints already ~wd by the wettaads and the need ior an evaporatiwe gond far stvrmwater
zwavffcisposal have made this praject a diffit,ult oae to laytsut. In our meeting on 1anuary 20, 1938, yvu
mertiarted that yau wcuid grefer to keep the lou aut ofthe buffer area_ As you caa see, asmall pnrtivn of the
revised buffers overlag anto lois 17, 18, and 19. This area wiil be gra,ssed and only minor gmftg v►i11 be done to
ensure that the drainage pathway between wetlwd A and 8is mawtained,
Also, Tbarre sized fhe derelvped basir,s fer tlus site usmg the "Hydratlic Lvadmg Ratt" gL,idelites that vve
discus&ed on the t+dephone recody. The stormwater runvff from the roofs, drivevvays, and meets wifl he
traveft through gmW vaPewidW ditches aud through fihe gm 3a the wetland bufC'~ areas for treatment
be#'Qre it entera the wetlands. We haVe laid aut our rvad and diteh system to ensure that we are providiag thv
mwcimum amunt af trvatment goWble for the ruuoff ffom this ,proje.c;t-
Ihave read thnough the maierial that you save uie duaing our Iast meeting. Ihave also reviewed the
"Stornwater Management Mauual for the Puget 5nund Basin". Page I11..-6-20 mWests tbat if the biafiltet is a
swale, the 1mgth ahould bs a.t least 200 feet. Yf the length is less t,tan 200 fe3st, the cross wctis~naT flow areau
should be increased t~ oompensge. Page ffi-f -11 states that bitaffiters sbnuld aarmally 6e plar.ed na slapes of 2
#a 4 perent. Our project ditchm and swales wilt meet both of thtw criteria. TU shorttst #lvw Ieagth betwon a
building and a wetl,aud is apgmximately 124'. Hovvever, t.his nuaoffwi.ll spread out and shcct fIgw acrvss the
grass, cavering $ much wider area fbr trtatnum t.han if tt was chmdod througk~ a ditch. The majority vf the
nmoff will travel through roadside swales tbat have alength that is much gre,ater thm.n 200'. Ia adchtion,, our
roadaide swale sIt►pes wary €rom 0.5°Io to 3.63°,Ea, with one very short smtioa at 5.43%.
03a18/98 11.22 05083288224 TAY~R ENcanrEER 0002
Your responss to tha sbave maicer^s is agprecia#ed. As mentivtted earfier, yAu will ceceive afuU cvpy of our
draimge submiital for your review when it is submitted Spvkaue County.
Thantc You,
13ari.u I..Morore
cc: File
Vvug BusW - Spolanc County Enginmrs
TAY~oft FNGFNEER
fl3J~8~98 ~1:~Z ~509~2 88224
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BuskO, Dnu,q-
From: Busko, Doug
Sent: Friday, R,+arch 27, 1998 11:07 AM
TQ; 'Darin Moofe'
Subject: RE: Valley Ridge P.U.D. •
Darin,
To use these rates, you (i'sylor and Strata) will need to demonstrate to the Cnunty that it is fessible, thraugh the
Design ae►riafion process. As yau kntsw, there would have tv be conrrimcing evidence accompanying the
aeviation, sufF~cisnt enough sa thaf the County cauld feel comforta6fe in approAng ft. I am not aware of any past
appro►rar of evaporation ponds that have siftlclay liners and recei►e cesdit for infiltra#ivn.
LBt uS knovv what Strata says.
ThankS,
anug B.
Frorn: Uarin ENasre[5M'6P.darinrrwore@pacnw coml
5ent; Friday, Msrch 27,1 998 10 44 AM
To: Busku, Doug
Suhject: Valfey Ridge P U[7
paug,
I realizs that these rates are far less than what ths county would normally alinw for an anfiltratian rate.
Hawever, this rade is on the samQ order of magnitude as the evaparation rates that we wElf be uslng {0.43
'rnlma to 7.57 inlmo}. Although this is a sma[l amoun#, 'rt would help ma'ks the size of aur pond a little more
ressanab9e. Currentfy, aur pond is s¢eei at approAmatsly 103,000 square feet. Dur devebped basin that is
drain9ng into the pond' is ortly 129,000 squara feet. We wouPd like to take some rate out ofthe bottorn of our
pmnd into accaunt. Taylvr Engineering and Strata both feel that there will be some small amount af water thet
seeps out of this pond through ali of the cracks in the rook The question is, how much?
I believe tha# Mark Storey is still on rracation. On Monday I will pas$ this question to hirrt. Haw would the
s;vunty view this?
Thanks
Qarin
Page 1
Buskv, C34uq
Frvnt: Buska, ❑oug
Sent; Fnday, March 27, 1958 9:59 AM
To: 'Darin Manre'
Suhject: RE: UaIley Ridge P.U.D.
aroteresting questions, but M1 don't think you'll firrd much down this pafh!
Responses:
• On page 3-6 of the newly arnended drainage guideEines, it states that soils with infi#ration rates less than 10
inches per hour normally will not be given credft for infiltrative capaco. This is about seven hundred times
the sili's patential infiltration rate of 10.2 inches per month. I think d only makes sense that credit is not giaen
for the rninimal infiltra#ian wtaich nnay occur thraugh the aompaded silt and cfay.
■ tt seems tha,t even considenng infiltration credit from the erraporative pands runs cauntsr ta wha4 Strata is
recommending: "The designed embankment5 of the evapvrative ,pond shmuld be con5traded with campacted
fine grafned soils ta limit this (the infltrated stormwater) vo[ume " This doesnl make rne fee9 real' good,
• IrrfiltraiiDn into the undedong soil matrix is considered subsurtace dispossl, nnt surtace disposal.
• If surtace discharge is nat heing utilized,, then fhe safety factor of 1.2 does not need to be used for the pond.
Hope this answers your questions. CaII (or e-rnail) me if you need more infn. -
Doug BuskQ
Froru: Qann AIloore[SMTR,darinmpqre@pacnw.=n]
&ent. Friday,llAerctt 27, 1998 7'59 AM
T'o: gusko, Doug
Subject: Valley RWge P.U D.
Doug,
I received a copy aT dhe Ge6tech. Report frorrti Strata for ValleyRidge. In ft, Mark states: "We belie►e that our
tg5l.ing sugge5ts the rack mass tp be mare permeable than it would be in epplicatian. This must be
quaEitativeCy accounted for in the sfte design"........ "We understand that tttie e►raporativ+e pond liner is
anticipa#ed to consist of native xrtaterial such as earthen materials dedved frorn on-site sauroes". He goes on
to say: "E3ased on the results of aur testing artd studie5, we are of the opiniorr that verfacal permeabflity oTthe
rock is very low. This suggests that e4iiteatinn frQm the e►raporative pond wifi be small, having ►►ery littie
fmpact vn the Iar-al grvund water [:onditions, ft is poss[ble, at dhe time of construdion, that the lateral
migration of watee fresrn the pond is pQssi41e. The designed embankments of the evaporative pQnd shauld he
canstnucted with carnpacted fins grainsd soils ta firnit this wlume. It has been our experience that native silts
in the arsa can he compacted as structural fll and hare a resulting permeability on the order of 10-5 tv 10-7
cmfsec. This can be accaunted for in the design e,alculations."
Therefvice, my question is.... can we ac.caun# fAr an infiltratian rate out of vur pond? I see that if mur
evapvr'ative Fwnd Is used in canjunction with surface discharge, an additronal vrnlume must be proviied using
a sa€ety factar of 1.2. DQes this qualifjr as a"surface discharge° and do we need ta increase aur volume by
1.2? plsa, which rate can we use? !f you con►erk the cmisec onto inlrno, you rome up vvfth 0.102 irfJmo and
10 2 iNmo. This is a pretty ►n►ide range. Our pond s'rze growing ta be is quite Iarge. Any infittratinn aut of the
bottam of the pDnd wnuld help.
Please cespond at your earliest c4nvenience.
Thank You,
Darin
Page 1
`+f Franz, Dean
Fram: Franz, Qean
Sent: 7hursday, February 26, 1998 4:18 PM
To: 5haw, Francine
Cc: Hemmings, Bill; Harper, Pat; Kirnbafl, Sandy
Subject; P-1 803, Va91ey Ridge Pllp
Francine
Develapmen# Services has reviewed the prefirninary plat and cvracept drainage plan. We accept the coneept
, plan
I consider this application to be technically ctsmplete.
Sinr.erely,
Ta+e" 57"
Page 1
sRnrg a q _
4 ~S 1H88 ~
srATE aF wAsHiNGToti
DEPARTMENT OF ECC3LOGY
4601 N. Manrae, Suite 202 • 5pukane Washington 99705-7235 !(509) 455-7926
Febru,azy 18, 1998
- - Mr. I]arin Moore-- - - - - - -
Taylvr Lngineering
106 West Mssivn Avenue, 5uite 2(]6
Spokane, WA 99201
I3ear Mr. MoQre:
TtE. Spokane Valley Gand Samaritan P.U.D.
,
I'm in receigt vfyour February 10, 1998 Ietter, regarding the January 20'h meeting an the
Spokane WaP1ey Govd Samaritan prvject. The 75' buffers aneet the requixements that were
discvssed at the January 20`h meeting. A1sa discussed was the need far additional information
, regarding ihe impact af the prvposed development an the v►Aetlands hydro period water yuality
and quantity. A copy ofthe praposed drainage plan wvuld be helpful in Ecalagy's assessment
❑f pQtential impacts tv the wetlands on the site. Thank yvu.
Sincerely, - - - - - -
Dennis Beich
Wetlands Bioiagist
DB.sb
A.~Va1C*o&=
CG:
• ~i
- - - . ~ - . - - j.,;. . - - - - " ~ - _ ; - - • . . _ ..~a
Record of Conversa~on
_ Pro,ect
. subled 1,..~ n. .
YVtth A16.-k rgx~„~tT ~e.r~nl$
• - - . , ' - . • _ - • - ~p Teiephone C] Meetng at ,I46,~Zc- GCJbr~s .
. $v Date oz~~ • ~ % ~
Topics Discussecf Actian
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RECEIVED
APR 2 19n
~ • i 'Ij _SPOKANE C7UNFY ENGfNEER
S :P C) K A N E ~ (7 L] z•l °r "y-
BUILLaING ANII? PLANhlTNG • A D1V'ES[[?iV flP'FHE PUBLfC WC3RK5 DEFARTMENT
jAMEs L. MnNsaN. C.B [J .DtRECTOR DENtars M. ScOrr. P E..DIxEC1'OR
DATE: ApE'll 23' 1998
1 O: &.~'d.nic!~L~T~ ' ~1R~i1 14L • ~ li,~Il' r ~'r'~ C
Spokane County Divisian af Utilities; Jim Red
Spokane Caunty Division of Building &Planningp Jeff Farry
Spokane Regianal Healch District; 5teve Holderby
5tormwater T.Ttility; Brenda Sirris
Develvpment Engineering Services; Ball Hernmartgs,
Fire I'rotection District No. 1
Vera Water & Power
Wt1 State Departrr►ent of Ecalogy; Derarais Beach
FRQM: Fsancine Shaw, SenAor Planrner
RE: Prelirninary Plat and Planned Unit DeVelaprient of PE-1803-96IZE-46-
961PLTQE-5-96= Valley Ridge
Please $and enclosed the prvpQsed Planned LTnit Development Plan for the prelirninaty
plat of Valley Ridge. This Planned Unit Development plan as being submiteed in
addition ta the final plat map circuiated t❑ your office on April 9, 1998. Please review
che prppvsal and return any comments to rne by May 7, 1998. If you Tnave any
questians, please cvntacc-me at 456-3675, extensran 218.
kc
Enclosure{s}
c: Taylar Engvneering clca Frank Ide, 106 W. Mission, 5pokane, W,A. 99201
Spokane Vafley Gavd 5amaritan Village, 17212 E. $`h Avenue, Spakane, ~1~'IA. 99016
1026 Ws~~'r BROnixvnr A~..%TuE • SPOttANE, WAsxiNGrora 99260
PHOntE. (509) 456-3675 • FAx• (509)4Sfi-4703
TD❑ (509) 324-3166
,
Kimball, San+dy
From: Hemmings, Bdl
5ent: Thursday, February 19, 1998 9;03 AM
Ta: 5haw, Francine
Cc: Engelhard, Scotfi, Pedersan, John; Harper, Pat, Kimball, Sandy, Franz, Dean; 8usko, Doug
5ubject: R-1803-96 - Spokane Good Samaritan ViIlage - Revised Site Plan
2-19-9$
I eeceived the abaVe referenced revised site plan on Feb. 18, 1998.
My cornrnent on tFrAS revised site plan is that the concept drainage plan needs to be redised and
reaccepted to account far the wetlands and the D[3Erequirements for treatmerat of stormwater befare if is
discharged ta the wetland.
Ew f~&W*6tp
Page 1
Kimball, Sandy
Fram; Franz, Dean
Sent: Thursday, February 26, 1998 4.18 PM
Tv: Shaw, FranCine
Ge: Hemmings, 6df; Harper, Pat; Kimball, Sandy
Suhject: P-1803, Valiey Ridge P UD
Francine
❑evelopment Services has reviswed the preliminar)+ plat and cvncept drainage pian We accept the concept plan.
I consfder this applicatian to he technically compfete.
Sincerely,
Ve" 572ag
Page 1
y • ,
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0
M
~ P O I{ 1V e ' C C:7 i_T N T Y
DIVYSION t3F ENGIAIEERFNG AND ROADS • A I?IVISION C3F 3'HE 1'UBL1C'WpRK517EPpRTMENT
William A. ]ohns. P.E., Cosulty En&eer i]ennis M 5cott, T' E, Directar
Request far Design Deviation
Tv: Bill Hernmings, P.E.
From: Doug Buska, F.E.
Date: Apri1 21, 1998
Plat: Vaey Ridge PUD, PE-1803
Summarv
The applicant is seeking aDesign Deviation for the use of an eVaporative pond as the
mechanism for disposal of pcrst-developed starmwater vff of the site.
This site sits atop a'bluff overlovkitag the Spakane Valley, and is predaminantly cvmposed
of fractured baWt below a Very thin layer of poor quadity tvpsvil The area to be
developed is approxirnately 20 acres in size, and wiii include 28 buildable Zots and 5
commran area tt'acts. There are twwo vfficial wetlands vn the site, wIvch capture the
majority of the precipitation thai daes nat immediately infiltrate int❑ the ftactureci basalt.
The Departrnent of Ecalogy has required that the applicant design the project such that
there 'rs nv net decrease in the volume vFwater reaching these ponds The Spvrasvr's
Engir►eer prapvses tQ divide the prvject's pvst-developed basins so that this requirernent is
met. The excess stormwater created from deaeIapznent of the Iand vviil be directed to a
canstructed evaporation pond far dispasal
The geotechnical engineer, 5trata, has recommended using native silts found on the site
for lining o£ the pond They have stated that they anxicipa#e that no downgradient daralage
will occur as a result of this pvnd.
Recommend'atian
I recnmrnend appraval of this deviativn with the fvllawing conditivns;
1. All aspects of the design rnust canforna to the Mirzrmum Stcrndardsfor Evaporative
Prnd DYairaage Systems~ % (IA-rVIF Aev PTEl3 VEt ~ 6,4)
1026 W Braadway Psve. • 5pokarte, Wf1392ta0-0175] •(5P19) 456-3604 FAX- (509) 324-3478 TDD. (509) 3243166
f: - -
~ m ` • - ~
•
2, Maintenance access must be provided ta the pand The access must be at least 12"
wade, surfaced with 6" of crushed rock, be no steeper than 5:1, and be able to
accammvdate the turning maaements of an SU design wehicle. 1VIaintenancc accesses
greater than 340' in length require a tumaround at the term'rnus of the access.
3. Tne constsuctiQ~ of the starmwater dispasal facilities must be inspected hy a
Professional Lngineer. As-Bui1t ptans and inspectians logs must be submitted to the
County Enginaer at the conclusivn of the project. An inspection band must be pasted
for this work priar to acceptance of the plans
4. The drainage system autside of the prublic right-vf-way will neither be maintained nar
operated by Spokane County farces. Priar to p1an acceptance by the County+
Bngineer, the Sponsvr shall prQaide a mechanism, acceptable to the County Engineer,
for the perpetual maintenance of the stormwater drainage system. This mechatusm
shall a1so prvvide for the funding of rvutine maintenance and the replacement of the
various components of the drainage systern at ttte end of the service life of the
respectiVe components, and any other improvements that may be legally required in
the future. An flperations and Maintenance 1Vlariuai for the stQranwater management
system shall be prepared hy the Sponsar's Engincer, and included in the project
documents submitted to the Cnunty Engineer for accepta.nce, along with a discussivn
of the design 1ife of the Various components, a calculated anrzual cvst for repair and
maintenance, and a ralculated replacement c4st. As required 6y the Spokane Cc+unty
CQde, liability insurance shall be pxovided during construction and thraughaut the
vwnership of the facilities by the respDnsible entity.
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S P QI< A 1`4 JF- p C C] U N'1' Y
•
Y}IVISTG]N CJF ENGINEERIhIG AND AOAi35 • A DiV15[C7N 9F THE T'UBLIC WORK5 DEPARTMENT
LNilliam A. Jcshms. P E., County Engineer Dennis M. SCvtt, PE. Osrector
Request for Design DeViation
Ta: Bill Hernmings, P.E.
Fram: Doug Buska, P.E. Date: April 20, 1998
Plat: Valley Ridge PiJD, FE-1803
Summarv
The applicant is seeking a Design Deviation tv utilize hammet'head turnarounds in place of
Caunty standard cul-de-sacs The two hammerheads vvould be IQCated vn private roads
within the dewelQpment. Spokane County Fire I]istrict P has granted approaal to the use
of hammerheads on this projec#. See attached cnrrespandence.
Recommendation
I recornmend apprQval Qf this deviatian vaith nra canditians.
1026 W. Brriadway Ave • Spakane, WA 99250-0170 • (5f19)ef56-3600 FAX. (509) 329-3478 Ti3i). (509) 324-3165
04r16r98 °rfiij ❑s:1x rnX 509 a92 4125 SFunJuvN vALLJI-r rIxE VEr°i igj u uc
5Pt?KANE VALLEY FIRE DEPAFtTN9iNT
~ Spakane G`aunty Fire f7fstrr'ct 1
1[1314 EASf SRRRGilE RVE. . SP01iANE, WA, 99206-9576 ■(509) 428-1700 ■ FAK (504) 892-4 i 25
R. Pczi Humphrtes
chw!
April 15, lggFi
M
DeldCJ B11Ska
Spokane county Engineer~
1026 W. Hrnadway Avenue
Sgcakane. WA 99260-0170
RE: VaIley Ridge P. U. 0.
Uear Mr. Busko:
The Spvkane VaIley Fire Department requirements far the private
drive turnar4und have been met. ak ta release raad site plan.
° 5$cyjl
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~`.pectvr
KM1md
cc: Darinr Tay].ar Errgineering
04/16/98 TRIJ 09:.1.1 ['AX 509 892 4125 SPQKANG VA[.I.GY FIRE DF.PT OOI
.
spoKaxE vaLLEY FIM nErARTnffrrr
E. 10319 SPRAGUE AVENUE
SPOiCANE, WA 99206
• (509) 928-1700
(509) 892-4125 FAX
FACSYIvHZ COVE9 SHEE'T
TO: Do UCT KC~, DATE: y' ~ -
( IiCDIVIDUAL)
FAS I+TO:
( COMPAP3Y )
FROM: NO. OF PAGES ~
a - ( IPiCLQDING COVER BHEET)
C0MENT6 :
I
, . .,..a..
This messaqe is intended only_for--the use-of the.individual or entity to
which it is addressed and contains information that is privileqed and
confidentiai. If the reader of this message is not the intended recipfent
or the employee vr agent responsible for delivering the message to the
intended recipient you are hereby notified that any dissemination,
distribution or copying of this communication is strictly prohibited. If
you have received this communication in error, please notify us immediately
by telephone and rQturn the origina2 to us at the above address at our cost.
/sg
REVTSED: 05/01j97
, _ _
- 98-57417257
■ TAYLOR E11iGINEERING, INC. Fop -o6r.~
106 w M„SSIoN 3516
5P❑KANE. WAfiHINGTQN 95201 '~►r rg n~y,
(509) 328-3375 -
PAY THE S Upt r0•~ .0&~ C~J
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PO 843[ 14588 SPO ICAhIE, WA 99214
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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 Engiaeer Dennis M. Scott, P E, Director
Apri127, 1998
Darin Moore, E.I.T.
Taylor Engineering
106 West Mission Avenue
Spokane, Washington 99201-2345
Re: Design Deviations for Valley Ridge P JD, PE-1803 J
Dear Darin,
The deviations for this project have been , pproved. Copies of the approved deviations are
enclosed. Please note the conditions of ipproval attached to each deviation.
Please call if you have any questions regai ding the Design Deviation approvals.
Sincerely,
William A. Johns, P.E.
County Engineer
Doug Busko, P.E.
Plans Review Engineer
copy: File
1026 W. Broadway Ave. • Spokane, WA 99260-0170 •(509) 456-3600 FAX: (509) 324-3478 TDD. (509) 324-3166
/ I TAYLOR ENGNEERP 1G, I~i 1C. SA,ALT
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W. 106 Ntission Ave
Spokane, Washington 99201-2345
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PH: (509) 328-3371 pATE; JOB. NO.
FX: (509) 328-8224
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To: SPO~/~60N711 xE: D.
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NVE ARE SE.\'DL\G YOli ATTACHED I I L'~'DER SEPARaTE COVER VLa 7'HE FOLLONMG ITEMS:
I I SHOP DRAN1'V;GS PRLNTS PL.IN;S A.VALYSLS
~ I COPY OF L6'TTER CF[a.\CE ORDER DLSF SPECIFICATIO\S
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I I FOR APPROVAL APPROYED AS SLBJMTED j~ RESLBJIIT COPIES FOR APPROV.aI,
I ~ fOR YOL'R l'SE APPROVED AS \OTED SUBNIIT COPffS FOR DLSIRIBlT10\
AS REQGE.SfED RETI,R\'ED FOR CORRECT[0\S RETL'R.\ CORRECiED PRLN'iS
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COPY TO: SIG\'ED:
FORMS/LOT XLS1022196
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108 W. Ml55101V 3530
SFOKAIVE. WAS'HINGTON 89201
1509}328-3371
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13UILDiFVG ehND PLANNFhiG • A DIVLSION C]F THE I'[J63..[C WC}RKS DEF'AIiTMENZ'
]AMES L. MANSDN. C.$.0, DfHECf[7R QEtYN35 M. ScOT'f, I7.E.. DSRECTOR
I]ATE: Febt-uary 12, 1998
TC7: Sg~akane Cau~y I.~ui~siat~ o~ E
Spokane Gunty Division of 'C)xilities; Jim Red
Spokane Regional Health District; 5teve Holderby
Stormwater UtiIity; Brenda Sims
I]evelQpment Engineering Services; Bill Hernmings,
Long Range Planning IJivasion; ]ahn Mercer
Fire Pratection Llistrict No. 1
Central Valley School I}istrict Na. 356
Vera Water & Power
Spokane Gounty Boundary Revievf• Board; SusanWinchell
Spokane Caunty Divisian of Parks, Recreation and Fair; Steve Horobiowski
Spokane Regivnal Transgartation CounciY; Glenn Miles
Spokane Transit Authority; Christine FuestQn
WA Staee Department af Transportatian; Mark Rahwer
WA State Departrnent of Ecralcsgy; T7ennis Beach
FI~OM: Francine SI~aw, Senior Planner -
RE: Administraeive Aeview of Design Ghanges for PE-1803-96y apprflved
preliminary plat of Valley Ridge and ZE-46-96, a Zone Reclassification
from Urban Residential-3.5 (UR-3,5) tv Urban Residential-7 (LJR-7) with
PTJF3E-5-96, a Planned LTnit Development C7verlay Zone.
Please find enclosed the prflpcrsed redesign of the apprvved preii~minar pka ' entified
abQVe. The redesign incFudes relocatian ❑f lots and r'~a0e~M
rieed to praVide a 75 faot buf,fer araund che~,a 2} ~retlands lt~cated on-site. lease
rer~iew the propr~sal a~td return any cr~mrn*ers ta rrie by Fe k~rt~ary 24, 1998. Tf yt~u
have any questians, please contact Fne at'~56-3675, extensian ~1$.
kc
EI1Cl05ure(5)
e: Taylflr Engineerireg c/o Frank Tde, 106 W. MissiQn, Spokane, WA. 99201
Spokane SValley Goad Samaritan Village, 17212 E. 8`h Avenue, 5pokane, WA. 99016
1026Wt:s'[' F3ROnervnYAvcraur. • S?csKAnqr., WASHrNC'roN99260
PHonrt. (509) 456-3675 • Fnx (509) 4S647O3
TDI3: (509) 324-3166
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D E C0 4 1997
SPUKANE C~UNTY HEA1tING FXAMIIYER
SFt}KANE CI717NTC ENG1NEER
RE; Preliminary Plat of Valley Ridge, with a Zone ) MNIDTNGS OF F'ALT,
Reclassificati4n ~.n.nd a Planned C]nit Develapmemt ) C0NCL[1SIQNS,
(PT-JI]} Qverlay Zane ) AND T3ECISIflN
Applicant: Spokane Valley Gaad Sanaritan Villagt,- )
File Nos. PE-1803-961ZE-46-96{g'i.DE-5-96 ~
i. SUMM~Y OF pRoPosAL AND DEcrsIoN
Prnpasal: Applications for a preliminary plat ta divide approxrmately 19.6 acres into 2$ lats
for duplexes and five common area tracts, a zane reclassification from the Urban Residential-3.5
(U'R-3.5) zone ta the CTrban Residentiat-7 (UR-7) zone, and a Flanned CTnit T]eveiopment
Overiay (PUD) zone.
I)ecision: Approved, S1.1bjeCt [D CL}F1d1tIOT15.
r II. FINDT1NGS OF FACT AND C4NCLL]STONS
' The Hea-fing Exarniner ttas reuiewed the applications fcsr a prelirninary plat, znne
reclassificalion and planned unit develapment and the evldence of recvrd, and hereby adepts the
folIowirsg findings af fact and conclusians:
A. GENERAL INFORMATxOIV:
Applicant Evangelical Lufiheran Govd Samaritaaa 5ociety, dba Spokar7e Va11ey Goad
SamariTan 'IJillage, 17121 East 8' Avenue, Greenacres, WA 99016
Agent: Frank Ide, Taylar Engineering, 1061West Nlissinn Avenue, Spolraile, WA 99201
Address: Not known at this titne.
Lacativn: Generally lacated l~ mila west of Tschirley Road at the terirginus of 8''` Averaue in
the east half of Sectian 24, Towmmship 25 North, Range 44 EWM, Spokane County, Washington.
Zoning: CXrban Residential-3.5 (LlR-3.5)
Cnmaprehensive P1arn Categnry: The subject property is designated within the Urban
caTegnry of the Spokane Cvunty Generalized Ccrmprehensiue Plan. The property is alsv located
within the Privrity 5ewer Service Area (PS5A), Urban lmpact Area and Aquifer Sensitaue Area
clesignated by the +Comprehensive Plan,
Enviranmental Review: A Ueterrninatian of Nonsi,.nrnificance was issued hy the Diuisian
of Building and Plannang on .fianuary b, 1997.
H£ Findings, COZIGluS1oI15 ai1d DeCi51DF1 PE-1803-96 Page 1
5ite'Deseriptions The site is curr~ntly vacant and undeVeivged. The subject prmperty is
relatively flafi in tapography, with some hills and cIiff faces. Severai seasonal wetlands and
clusters of basalt rock outcroppings, a1'ong with dense trees and shrtabs are scattered thraughout
the site. The praperty sits appr4ximately 20 feet higher in elevatian than praperties located to the
nvrth, west and sau#h of the proposai. I'The Spokane County Critical Areas rriaps indicate the
passibility of gealagical hazards and seasanal marsh wetlarids on fihe site.
5urrounding Conditions: The site lies at the westerly end of 8`h Avenue, which terminates
to the east at Ti schirley Rvad. Tschirley Rcaad extends narth severa1 blocks to Sgrague AVenue,
which is designated as a PrincipaP Axkerial by the County Arterial Road F'lan. Saltese Creek is
lacated sorne distance north of the site;, and flaws into Shelley Lake to the west. In 1995, 31
acres of land lying irnmediately east ofthe site and awned by the applicant was rezaned ftom the
Urban Res€dential-3.5 {CJR-3.5} zvne to the Urhan Resrdential-1 2 (UR-12) aone. See re2one
decisian in Building and Planning File No. ZE-20-35. Such property extends north to Saltese
Creek and appraximately 640 feet south of Avenue, and east to Tschirley Raad. A nursing
hflme and retarement facility was deuel'flped a number of years aga on the partion of such site
lying narth of 8"' Avenue. In 1996, #hd agplicant appIied for a change af conditions to develqp an
additional 50 units of retirernent hvusirig an the portion af such site lying svuth of 8' Avenue,
See Building and Flanning File Na. ZE-20A-95. The applicant alsa owns another 137 acres
adjacent to the current site and the land rexoned in ZE-20-95. The land south of the current
prvperty is vaGant and undeveloped, the land north of the site is develaped with single-fwmity
residences, and the land west of the site is agricultural or developed with singie-farnily
residences. Except an the east, the lanui adjacent to the site is a11 ~oned Urban R,esidential-3.5
(L3R-3. S
Froject Description: The preliminary plat prflpases division of 19.6 acres into 28 lots
for duplexes, with fve (5) tracts far comrnon areas. The cummon area tracts are plamed to he
left partially in a natural state, along wi, th areas of groermed lawns, concrete sidewalks a.nd paths.
The cornmon areas total approximatelyJ9.75 acres, ar 49.7% of the site. Two wetlands are
locafied fln cot7amon area Tra~t D, and rvetFand buffers wi11 be provided as required by the
Spvkane Coun#y Critical Axeas f]rdinarice. Lat sizes ira the praposal range fxarn 11,044 to
23,400 square feet, with an average lat size of apprvximately 12,600 square feet. The
preliminary P.U.D. plan illustrates reduced fiant yard and flanlcing yard setbacks £rom those
required in the UR-7 2one, which can be allmwed thraugh the planned unit develapment hearing
pr4cess. The environinental checklist iidicates that the duptex structures rvill be one-story and
15 feet an height T'he pceliminary P.U.D. plan indicates that the sixe vvill be develaped in three
phases. Bonus density was nat requested by the appltcant.
The applicant prapases constnuctian of asix faot high sight-Qbscuring fenee alvng the north
boundary nf the site, adjacent to the north a.nd vvest duglex lats, for safety and screening
puzpases. The T]ivisian of Suilding and Flanning admiraistratiVely approved a w~ver of the wall
requirerz~ent of the C.1R-7 zane applicable to the sauth property line af the site, and also granted
relief regarding certain iandscaping requirements applicable to the site. 5ee letter dated 9-4-96
f'roxn Tay1Qr Engineering, to Louis yVebster, and 1etter dated 9-20-96 from Lauis Webster to
Taylor Engineering. The applicant proposes to vacate 8ih Avenue and replace it rvith a pnvate
road, through which an access easernent would be granted far the propasal. If S`h AVenue is not
va~cated, the applicar~t ,vaulti be required to rnake road impr❑vemerrts to such road. The
applicantldeve3oper would be respvnsihle for the care of the priVate roads and comxnan areas
HE Findings, Conclusians and I)ecisiar F'E-1$03s96 Page 2
1
The preliminary plat wvufd be served by public sewer and water. County Engineer€ng has
requested the applicant tn contn'bute apro rata share fvr instalkatifln of a firaf~ic signal at the
intersection of Appleway Auenue and SpragLSe Avenue.
B. PRUCEDURAI, INFORMATION:
Applicable Zoning Regulatious: Spokane Gvunty Zoning Code Chapters 14.618 amd 14.704
Hearing Date and Lveation: January 29, 1997, Spokane County Public Works Buildrng,
Lower Level, Comrrsissioners Assembly Roorn, 1025 West Broadvvay, 5pokane, WA.
Notices: Nlailed: Tarruary 8, 1997, hy applicant
Pasted: .Tanuary 10, 1997, hy applicant
Published: December 20, 1996
Compliance: T'he legal requirements for public natice have been znet.
Site Vfsit: January 2$, 1997
Hearing Procedure: Pursuant tv Resolution No. 96-0171 (Hearing Examiner Ordinance)
and Resolutian No. 95-0294 (Hearing Examiner Rules of Pracedrare). ,
Testimony:
Francine Shaw and Jahn Pedersnn Scott Engelhard
L)ivisian of SuildPng and Planning Diuision af Engineering and Roads
1026 West Broadway 1026 West Broadway
Spokane, WA 99260-0240 5pakane, WA 99260
Sfian Schultz Frark Itie
Witherspoon, Ke11ey Taylar Engineering
1100 U. S. Ban.k Building West 106 Mission
Spokane, WA 99201 Spokatae, Vu'A 99201
.Tim proppers Da1e Rounsville 17121 East 8' Aaenue 17010 East 4~' Avenue
Greenacres, WA 39016 Veradale, WA 99037
Items Nuticed: Spokane County Comprehensive Plan, Spokane Cvunty Zoning Cvde,
Spokane County Cvde, and Spokane Caunfi}+ Resalution Nos. 96-017I and 96-0294. Alsv, f nal
rezone decision in Building and Ppanning Fale NQ. ZE-20-95.
Procedural tnatter: The Heareng Examiner incvrparated the record frvm Building and
Planning File No. ZE-20A-95 as part of the recard This iracPudes the projeGt file in ZE-20A-95,
as weIl as ihe testimvny and dacuments submitted at the January 29, 1997 public hearing in such
matter, which was held immediakely before the heanng was held in the present matter. This
consoPidation of recards was based ❑n the common applicants and issues between fihe two
projects. The Heanng Examiner indicated approval far both projects at the end of fihe public
hearing in the present matter.
HE Findings, Conclusians and Decisi~n PE-1803-96 Parre 3
C. LAND USE A1VALYSIS:
Tn cansidering a rezone applicati;On, Washington law generally praaides that {1} there is na
presumption in favar of the reaone, (2) ttae appticant for the rezone mus# praVe that conditians
have substantially changed in fihe areaisince the on'ginal zaning, and (3) the rezone rnust bear a
substantial retationship to the public health, safety, rnrorals, or welFare. Parkradee v. Seattle, 98
Wn Zd 454, 462 (197$), Biarnson v. Kitsat) Countv, 78 Wn. App. 840 (1995). Spokane County
Zaning Code 5ectian 14.402.020 (1)(2) indicates ihat cvnsistency with the Comprehensive Plara,
detriment to the public yvelFare, and changed circumstances are relevant criteria for the hearing
bady to cansider in amending the official County zoning map.
Ta be approved, the preliminary ~plat, planned uniE develvpment and rezone must comply
with Che ccanditions and requiremen#s set forth in the Spokane County Subdivisian Ordinance,
chapter 58.17 ItCW, the Spokane County Zoning Code and ather applicable land use regulations.
The prvposal must also coTnply wrth tiie requirernents of the State Envirpnmental Folicy Act
(SEPA), Chapter 43.21C RCW, and tA'*,e County's Local Environrnenta1 drdinance, Chapter
l t.1 of the Spokane Cnde.
i
The following findings of fact and canclusions are made:
1. The nroioosal izenerallW canfmrms vvith the Snokane Cauntv Generalized Cammrehensive Plan.
A cgunty's comprehensive plan Oravides guidance tv the hearing body in rna.king a rezone
dec3sian. Selcher v. Kitsan Cauntv, 60 W'n. App. 949, 953 {1991}. Deaiativn from a
corraprehensiae pian does nat necessanily render a rezone illegal, only general confortnance is
required. Fassini V. CountW Commissianers, 70 Wn. App. 389, 396 (1993). See a1so Chapter
14.100 and Sectifln 14.442.42 0 (1) ❑f lhe Spokane County Zoning Code.
The sate is designated in the Urban categary of the Camprehensive Plan. The Clrban
category is intended ta pravide the opportunity f❑r a"citylike" environnment, which includes
various lanc£ uses, residentiai development and a high level af public facilities and urban
services. Tt is prinnarily a residential categary of single-family, two-family, multi-family, and
condominium buildings a1ong with neighborhaad cammercial, light industrial, and public and
recreational facilities. The more intensive uses such as light industrial and neighborhovd
commerciai wi11 be lacated near the heavaly traveled streets, the least infiensive single-family
residential uses vvitl be isolated frorn the noise and heavy traffic, and multifamily stnactures wilt
usually be a transitianal use 1QCated beiween singIe-family residential and fihe mare irntenspue
areas. See ComprehensiVe P1an, Section 1, "Purpase" and "l7etaited Definition".
The 'Urban categary includes the fallowing relevant objectives and decision guidellnes:
!]bjective 1.1.a Promate ftld-in wathin estal~lished development trrec~s and
extsting outlyind camrraur~aties t~here utilities, arteracrls, .schoals and
eommunity facxlaties have alrerx~y been e.stablished.
I3ecision lauideline 1. l.l Urbrin development wtld be approved in areas
having adequarepatiuer stipplies, water, sani[ary crnd storm sewers,
streets, and school andfire senrices, Frovrded that sarch development
y
HE Findings, Conclusions and L7ecisian, PE-1803-96 Page 4
rraeet.s the intent af pther Objectaves and Decistara Guidelines of lhis
section.
Decision Guideline 1.1.4 A vcarrety+ af densities and residenliad usses
shvuld be availahle to provaclE u freedorra of ehQZCe la Iive an Urban areca.s
with varying derasitie.s, combincrtiorrs, ar mzx of use.s (see delailed Urbtrn
definittons)
Decisrarr CTuicleltne l. 2.2 The rreedfor recrecstion and apert space created
by resadential developments shoarld be met and $e rn conformance wath
ordanances, plans, and po2icie.s priar ta residenlial develr~r~pment appraval
1]ecisiQn Guidedirae 1.3.3 All Urban developmerrt proposctls shoul,d
requare public sanitar}r and slorrn sewer systerns oY anterirn sen+er systems
ta pratect water qualrty.
L77ecrsiorr Gasidedrtte 1.4.2 Areers wrth s1eep .slopes, sr,e.rceptibelity to
landslides, or other hazards shnuld not hcave Urban land uses unless rt is
shown by 1he devedoper thal such hcrzard areas can be develaped at Urban
derrsities.
' Clbjectave 1.5.a New resadential ar multiple family shauld be buffered
frorn exasting adjacent Iand uses where aduerse effPCts may deuelap.
` Decrsipn Guideltne 1.5.1 Bufferartg arrdlar landscraping wild be u.sed to
rnttigate the differences betvveen proposed developments and existing xcses
abjectcve 1.5.c Eneaurage paveci streets and sidewalkr an exaslxng and
future develapnaents where they are apprapraate to fhe nalure of the
development.
C1bjectave I,S.e Pnen ca neighborhood experzenees pressure for change in
chcrracter, such chartge shall tse permtlted upon apprapraale reviebv.
CJbjeclive 1.5.8 When determaning whether a propasad will change the
erzsting lancl use character of'crn area, fact6rs to carrsider rnay include.•
a) the structure height af the propasad in r'elcrtion to slructure
height of rrearSy srnrctarres, and
6) whether rrew structaares wall have a posaaave or negatzve ampact
upon the necghborhoorl's architeetural character.
Decisiorz ~'ruideline 1.6.1 Before lancl tdse pr❑posals are approued they
should: a) conform to plans, polrcies and reg-tilations of Couraty wuter, sewer, storm sewer,
utilcty and special service rlistracts;
b} canfarrn ta Countv tran,sportatavn platzs nncl poPicies, and
cJ identify and tsake steps to resolve sagnifrcant udverse impacis upon existirrg
utilities, (i.e. wafer, scrnitary and storm sevvers, utflily, crvardable andfarture
energy resotrrces), and traffic systems.
HE Findings, Canclusinns and I)ecision PE-1$03-96 Page 5
BU
The property is also wichin the LPrban Tmpact Area {UTA) designated in the ComprehensgVe
Plan. This is an area vvhere growth, deaelopment and higher intensities a#' land use are
encouraged. Gompreherasive Plan, ObJec#iVe 14 l.a. The LTIA sec#ion of the Comprehensive
Plan indicates that traditivnal urban probiems such as incompatible land uses, enviranrrzental
pollutian and traftic congestion wi1l be rnanaged with greater attentian to the general public's
well-being inside the T3IA. Campretaensive PIan, Objective 14.1.e.
The applicant propases to rezane the site frorn the Urban Residenfial-3.5 zarae t❑ the LTrhan
Residential-7 zane Zoning Code 14.618.100 pravides as faIlnws:
The parrpose of lhe UR-7 zone al to set standards far the arclerly
rlevelapment of residential property zn a manner that prQVides a desirable
livcng envirortment that ts compptabIe with surrounding larrd aases and
assctres lhe protection ofproperty values. Xt is intended that thas zone be
lrsed to add to the vcariety of hausing types and denszties up 10
approximately seven (7) units per acre, and a.r arr zmplementatson taol for
the C'omprehensive Plan UrbaM Category. General characterislics Of
these areas include paved roads, pubdic sewer arad water, uccessibFlity [o
schoQls and lrbrarzes, ai7d a fud~ dane of pubdre servrces irtcludang manned
fare protectton and pubjcc trarrsit crccesscbilaty tYledium density ZIR-7
areas are typzed by singlefamidy clwelIangs on smcrdd lot.r, duplexe.s, dQw
clenstty apartrnerrls and rnanuJ'actured home parlcs.
The LJR-7 zane prvposed for the site implements the LTrban categvey. The net density of
the proposal is apprvximately 3.13 units per acre, which is well withan fihe maximurrt residential
density recoxnmended in the Urban cat~gory c~f 17 units per acre. The a~rplicant proposes to
serve tl~e site with public sev~ver and wrater, modem utitities and paved raads. The applieant is
further required to rnake road improveri~ents to 8' Avenue, if such road is nat °vacated at the
applicant's request, and is required to cantribute funds totivard the installaiiora of a iraffic signal at
the intersection of 5prague Avenue and Appleway Avenue. The applicant is aIs❑ cequired to
participaCe in a future raad impravement district formed to improve Tschirley Road, including
the installation af additianal asphalt, sidewalk, curb and tirainage canirol. The applicant wil3
have to provide a secandary access to the site, i£ the applicant prvpases to add any additional
tinits beyand those prapased in the curr~nt matter and the applicant's adjacent project in File No.
ZE-2flA-85
The recard indica#es that shallcaw or rocky soils exist on the site, which may not tae
adequate for the use raf cirywells and aIternative starmwater disposal methods. Ho`uever, Caunty
Engineering has accepted acanceptuaj drainage plan for the site, which plan indicates that
starmwater from the pr❑perty can be ac6omrnodated vn the site. The drainage plan infiends to
route draina-e abowe graund to retentxan areas or ponds placed tlraughout the site, which will
then release the drainage through the wetlands frorn nvrth to south. Further, the applicant will be
required to prepare a final drainage anai'ysis and plan consistent with Caunty stormwater
regulations, priar to approual of the fnal plat. This includes consideration af irnpacts to
groundwater and properties downstream from any proposed retentian ponds and drywetls.
The prapasal does not intend to dewelap the steep slopes on t'he site. Fursuan# to the County's
Critical Areas Qrdinance, the applicant is required to preserve and provide sufficient buffers fvr
the two wetlantis qdentified on the site.
o~
HE Findings, Canclusions and Decisior. PE-1843-96 Pa;e 6
1
Very tittle oppnsition ta the project was submitted by neighborang property qwners. Pat
Dawning, who liaes narth of the site at the comer of k ourth Avenue and Flora Avenue,
exgressed conceraa at the public hearing held in File No. ZE-20A-95 regarding traffic impac#s
from the project dawn 4'' Avenue and Flora Road to Sprague ta,rrenue. However, neither Caunty
Engineering nor the traffic study prepared by ihe applicant's engineer identified impacts tv such
raads as acaneern. There is na empirical evidence that traffic wauld use such route to access
Spragtiie Avenue, and neithex the applicant nor the County haVe plans to extend Steen Raad
between the site a~d Flara Road.
Da1e Rounsville, whv resides on a2.4 acre parcel fying between the site and 4"' t3Venue,
expressed concern regarding the safety of fiature residents in Che propasal watking along the north
baundary of the site, which is separated from the tezrain to the north by a cliff face several feet in
height Hovvever, trie applicant is required to cvnstruct a six foot high sight-obscuring fence
alang the north boundary of the site for safety and screening purposes.
A letter afcrppmsition regarding both projects was a1so subtnitted hy Pazri and Mike Bendix,
whQ reside we31 east of the site, on 8tb Avenue east of Lang Road. The letter contended that the
projects were inconsistent wiEh surraunding land uses, that inereased traffic fram the grojects
' wvuld endanger elementary and junior high students along Tschirley Road, that vzstbility almng
Tschirley Road was iznpaired, that there was insufficient infrastnacture to suppor~ t3te projects,
and that the projects would negatively impact the enairariment. Hnvvever, npne of ihese
assertians was supparted by competent eaidence that wou1d support a finding that deficiencies
exist that render the praject inconsistent with the Comprehensive Plan. The proposal wauid nvt
11IIpaCt 5C17C][J1 CapaClty, 5ince if is directed at senior housing. There is no evidence fhat the
capacity of Tschirley koad for traffic wiii be exceeded due tv fhe two projects, that such road is
dangerous fvr travel from a Traffic engineering standpoint at the presenf time, err that stLidents
waiking tv Greenaczes Elemeratary School and Careenacres Jnnior High uwill be placed in danger
frorn increased traffic alang Tschirley Road. Tschiriey Road is not heauily traveled at the cux-rent
time, arrd retirernent housing generaies Far less craffic than general housing, County Parks and
the Central Valley Scho❑1 U'rsirict did not comment of the proposal. Cvunty Utilities expressed
no cancern regarding the availabFlity of sewer capaeity far the project.
The Divisian of Building and Flanning fvund the proposal tv he consistent with the iJrban
category of the Corinpre3aensive Plan. See 5taff Repart. The Hearing Examiner also adopts the
analysis of the peoject's eansistency with the CJrban category of the Comprehensive Plan,
contained in the attachment to the preliminary plat and rezone application. lt is nated that the
applicant QGVns 168 acres svuth and east of the site. The prapasa] is consisterat with the
appliGanf's retirement facllity loca#ed east of the spte, the siie is separated topograpfaically frbm
othec land uses, artd the few land uses 1QCated nearby wila not be sagnificantly impacted. The
owner of 40 acres lying rtear the site to the east expressed suppart fas the project. See letter
' dated 1-24-97 from R.achard Dahm. About half ofthe site is a1located to open space The
prvpvsal preserves the steep slopes on the site, develaps the flatter areas, preserves existing,
wetlands and buffer areas, and retains existing vegetation on the hili lying south o#'the s1te,
HE Findings, Conclusians anti Decision PE-1843-3G Page 7
i -
2. Cflnditions in the area in which thu nrat)ertv is located have chanRed substantiallv since rhe.
Y)ronertv was last zoned.
In appiying the changed circumstances test, courts have loaked at a variety Of factars,
including changed public opinion, changes in land use patterns in the area of the rezone, and
changes on the property itself. Each case is tv be judged on its orvn merits. Biamson v. KitsaD
Countv, supra, at $46-847. A"strong" showing af change is not required tv justify a rezone.
Bassini v. Caunhv Cammissioners, suRra, at 394. Where a propased rezone and glanned unit
developrnent implement palicies csf acomprehensive plan, cYcangeti eircumstances are not
necessarily required. Biamson v Kitsan Cauntu, s• unra.
As indicated above, the preaposal generally cQnforrns with the policies of the
Cornprehensive Plan. Changed conditions supportinb the project since the praper-ty was last
zoned inciudes the extension vf public sewer, steady populatican growth, and irscreased dernand
fvr seniar housing in the area. The reeent rezane of 31 acres owned by the applicant immediately
east of the site from the UR-3.5 zone to the UR-12 zone also represents asignificant change.
3. The oranosai bears a substantial relationshin to the public heal#h, safetv ar veneral welfare.
The Dublic use and interest will be served bv aranroval of the nrOnased rezflne, nreliminarv Oat
and nlanned unit derrelomment. The nrcivosal makes anpranriate nrovisinn for the rublic health.
safetv and eeneral wetfare. and far onen maces, oublic rQads, water, sanitarv waste disoosal.
surface water drainaee and drainap-ewaus, narks and recreation, schools and sehoolarounds.,
niavvrounds_ transit stons and other relqlvant facts, includln sidewalks and ather "olannine
features far students who anlv watk ta aind fiom school.
General cansistency with the Corraprehensive P1an is relevant in deterrnining whether a
rezpne bears a substantLaT relatianship ta the public welfare. Bassani v. Cauntv Camrnissianers,
supra, at 395-9$ The proposal in this case generally cQrnplies with the Carnprehensive Plan, as
discussed aboVe. Population growth in the area has created incrreased riemand For retirement
housing. 'I'he only purpose of the rezone request is to allow far reduced frontages and smaller lot
sizes for the duplex lots, with n❑ apparent negative itnpacts.
I
Very 1ittle apposition was expressed tawart3 the praject, and the proposal apgears
reasanably compatible with neighbnring land uses. The prapased net density 4f the proposal is
signi~'icantly below the rnaximum net density allowed in the LTR-3.5 zone, which is currently
applicable to the site The proposal wiil be served by adequate infrastructure, as discussed
above. The clustering af lats allows fatll, the preservatian of open space, and efficiency in
providing publie smices to the site. Conditions ❑f approval have been imposed assunng
• apprapa-aate provisi4n for the factars referenced in RCW 58.17.110.
4. 'I`he nroncasal aenerallv com-olies with the oravisions of the State Envirmnmental Polic►r Act
aneIl the Gounta's Local Environmental Ordinance.
No cornments were received from public a;encies requesting modification or withdrawal af
the r7efiermination of Nonsignificance issued for the project. The record daes not indacate any
significant, grobable adverse environrriental impacts ftotn the proposai. 'I'he procedural
requirernents of chapter 43.21 C RCW and chapter 11.1 Qof the 5pokane Ccaunty Code have been
met.
i
4.
HE Findin;s, Conelusians and Dectsiv n I PE-1803-96 Page 8
~I
5. The oror)osal. as conditioned, is conrsistent with the Urhan Residential-7 (UR-7) znrte. the
PFanned Unit Develonment C3verlav ZQne, the St)okane Cauntv ZQninia Code and annYicable land
use reeudations. _
As condetianed, the proposal complies with the penmifi#ed uses, development standards and
nninimum requSremsnts o#'the C7rhan Residential-7 {UR-7} zone and the zoning Code. `T'he
propasal has been conditioned fia be consistent wixh the requrrernents for a preliminary pianned
unit development. The appCicant is required to revise the tivetiand houndaries and buffers as
needed to comply with the County's Cntical Areas Qrdinance. See letter dated 10-18-96 fronm
the Washingtan State LJepartment of Ecalogy to the Division of Building and Flanning; and letter
dated 11 -7-96 fram Tayivr Engineering Co the I]ivisian afBuilding and Planning. The Exarriiner
has added condiCions of approval to assure compliance with the wetland and geo-hazard
pravisions ❑f ihe Critical Axeas Ordinance.
IZI, UECYSIOIV
Based on the Findings erFFact and Conclusions above, the proposed zone reclassification,
. preliminary plat arad preliminary planned unit development are hereby appraved. Such approval
is subject to the canditions of the various agencies specified below. The conditions of approval
recomrnended by public agencies which have been significantly altered ar added to by the
' Hearing Examiner are ttalicizeed.
Failure ter ccranply with the eonditions of this approaaI may result in revvcation ❑f this
appraval by the Heaning Exarniner.
SPC1KANE CO[1N'TY D[VISIf3N 47F BUILDXN!G ANIA PLANNxNG
1. fihe propasal shall cvmply with the Urban Residential-7 (LTA-7) zonc, PlarLned UniC
TJevelopment averlay (P.U.L7.) zone, the 5pokane County Zaning Code, and the Critical Areas
C7rdinance, as amended.
2. Upon fil"arig the fnal p1at, ar a pvrtivn thereof, the zane reclassifica#ian of the final plat area
shall be finaiazed, and trie existing zone classifica#ion sha11 be changed to Llrban Ftesidential-7
(UR-7) zQne, cansistent with ihe proposed zoning apprvved vvat.Ya the preliminary plat of record.
3. The final plaE shall1ae designed substantially in conformance rvith the preliminar}+ plat of
record. NQ increase of density or numbec of lots shall accur withvut a change of conditaan
applicatian submitfial and approval.
4. The Director vfthe Division o€Building and Planningldesignee snall review any prapased
final plat to ensure compliance with these Findings and Conditians of Approval.
5. A finai plat namelnurnber shall be indicated befQZe the f na1 plat is f 1ed, such namelnumber
ta be appraVed by the Directar of the Divksion of Building and Planningldesignee,
6. Apprapriate rnad name(s) shali be rndicated.
HE Findin~s, Cvnclusions and Decisivn PE-1$03-36 I'age 9
7. The prelimanary plat is given cfln~itional approyal far five {5} years, spc;ci~ically to
. The applicant may 1request an extension of tirne by submitting a written
request at e (30) days prior to the above expiratian date, pursuant ta the County -
• SLibdivision Ordinance.
Apprapriate uatiiity easements shall be indicated an coptes of the proposed final plat.
Written approval of utility easernents by appropnate utility companies shall be received with the
submittal of the final plat.
9. Faur (4) current certificates o€'title shall be fumished to the 17iVision of Building and
Planning prior ta filing the final plat.
10. The final plat map shall gndicate ly a clear, dashed line the required yardl setbacks from all
pri iate or public roads. The dedication! shall contain the falIowing statement:
itde yard and rear yard setbacks shall ~be determined at the time l~ulPding permits are requested
ess these setbacks are specifically d~;a~ted on tk~is final piat. The setbacks indicated an this
may be varied from if proper zonin~g aPprovals are abtaaned „
i
11 Prior to filing of al10r a portian of the final plat, the applicant's surveyor sha11 submiC ane
or mare maps ou[lined in red of the are:~ being finalized. The scale shall match the apprapriate
a
assessor's map scale.
12. The final P.U.D. site deuelopment pran shall indicate atl exterior baundary setbacks, as well
as setbacks from roadways and individua11❑t lines. 13. The prelimEnary plat demansttrate~ and has received administrative approvai of Alternative
Methods of Compliance cansistent with 5ectivn 14.81(7.204 of the Spokane Caunty Zoning
Code, with regard to fencingllandscapin; starrdards identified in Section 14.618.200. A six-faot-
high sight-obscuring fence shall be provided along the north and west praperty lines in the
vicinity of the developmenC on1y, crncl rl2efinad P. U.D. .site development plan shcrll be revased to
ldlustrate such fcnce. Further develop~ent of the site will require corripliance with 5ection
14.618.200 of the Zoning Cade.
14. The appliccrnt sha!l rettran oivrterslicp, car:trol trrrd nzaantenance ofall cammon apen space
cand pravate roads Campdiance -vvith Seccian 14.704 385 (3) of the Spakar~e Cc~un~y Zonrng Cade
sherll 6e elemonstrated in rhE ftrial plat ~edicalian, if reqtsared by the Dtvi.siQn of Ba:aldang arad
Planraing
15. The private roads and comrrtorr aaleas shall be corasrdered subser-vfent estrxtes fvr tax
pa.irposes to the other dats created hererrr.
16. Pnor to approval of road and drainagle plans, the applicant is required to cacardinate with the
iJnited States Postal Service to determine 4he type and location of central rnail delidery facilities
wYuch rnay include applica6le easements far develapments of three or rnvre h4mes.
~I
HE Findings, Conclusions and I3ecysio~, PE-1803-96 Page 10
~
~
. ~ ,
l7. Thefincal plat crncl finad P. U.D. site clevelopment plcrn shall illustrate the correct $aundaries
ancl6uffer area.s for wetland A and Kretland B. ,
. T`he dedication for thefinalplal shall caratain language, or merke referenee to a separately
ecorded tit!'e natice or deed restrictions, prohibiting fn FerFetuity the development, alteration vr
distzrrhrance of vegedatiorc within the tiuetlands or tivelland btiffer areas e.rcept in cvnformance
wtrh the Spokane C'ounly CriEical Areas Ordinarace, as amenrled.
19. T'he eledtcatior~for thefnr~l pdat .shtall cont~rin lezn,iage irrdtccrlrng tlre lots or portions of .
that are a~"fecled by geo-hazards. ,
SPaKAIYE CC3'ClNTY T)IVISION f)F ENGINEERiNG AND RUADS
Priar to release of a buiidin,g permit or use of property as proposed:
1. Cvnaitianal appraval Qf the plat by xhe County Enganeer is given subject to the dedicatiari
of nght-of-way and appraval of the raad system as indicated in the preliminary plat of cecord.
plans, prvfiles and cross sections designed to Cmunty standards and showing proposed
street centerline and curb graties shail be submitted to the CQUnty Engineer for acceptaiice prior
to eonsCructian andlor the filing of afinal p1at. Road plans shall be prepared under the directiors
af a Licensed Professivnal +Civil Engineer. UItt3rainage pians and desigr~ calculati~ans shvvving the alignrnent o~'drainage facilities staall he
ed to the County Engineer for acceptance privr to canstruction andlor thr; ~'iling of the
fnal plat. Drainage plans shall be prepared under the directian of a licensed Prvfessional Civil
Engineer.
4. Consfiructian within [he proposed public streets and easernents shall be perfarmed under the
direct supervision of a[icensed engineerlsurveyvr, whca shall furriish the Caurcty Engineer with
"As Built" plans and a certificate in writing ihat all irnprovements were installed to the lines and
gxades shflwn on the appraved construction plans, and that all disturhed monurnents have been
replaced.
5. No cgnstructian wark is to performed wifihin the existing or prvpvsed Public right-raf-way
unttl a pernit has been issued by the Cvunty Engineer. All work is subyect to inspeetion and
approwal by the Counry Engineer.
6. All canstruction within the existing ar praposed Pubiic right-crf-way is to be cQmpleted
pnor to f lrng the final plat or a hand submitted In the ainount estimated by the County Engineer
to Gaver the cost of construction vf improvements. Constructian cer[ification, "As Built" plans
annd manumentirag the street centerliraes sha11 be fi1ed with the County Engineer.
7. Road deslgn, construction and drainage cantrol for right-af vvays and Stub Road
connectians are the respansihility of the developer.
HE Findings, Cvnclusians and Decision PE-1803-96 Page 11
I
~
8 The applicant is advised that indi`Adual driueway access perrnits are required prior to
issuance aFa buildyng permit far driveilvay approaches tv the Caunty road system.
9. The word "apPlicant" shall include the owner(s) of ihe properiy, hislher heirs, assigns and
5L1CCE550C5. 10. Ta construct the rQad iznprovements stated herein, the applicant may, with the appraval of
the Cvunty Engineer, join in and be awilling partqcipant in any petition or resolutian whi ch ~
purpnses is the fQrrnatian of a Road Tmpravernent District {RID} for said impravements pursuant
to kCVV 36.88, as amended. At such tilme as an RZL7 is created ar any Road ImproVement Prvj ect
is sanctioned by Spvkane County, the irnprovements required (curb, sidewalk, draanage control
and paving ta existing pavernent) will be at the sale expense of the undersigned owner, their
heirs, grantees and assigns. This provision is applicalale to Tschiriey Road.
11. As an altemative me[hoti of constructing the road improvement stated herein, the applicant
may, tiuith the approval ❑£the County Elngineer, accomplish the raad improvements staied herein
by joining and participating in aCounty Raad 1'roject (CRP) ta the extent of #he required road
irnprovement. At such time as an RID is created or any Raad Trrspravement Project is sanctianed
by Spokane County, the improvements !required (curb, sidewalk, drainage control and pavingito r..: ~
exasCing pavement) wall be at the sale e~cpense of the undersigned awner, their heirs, grantees and
assigns. Thas prvvision is applicable tolTschirley Road.
12. That the followrng statement shall appear within the dedicatory language of the final plat:
~
"That in considerataon of Mutual BeneFts now or tg he hereafter derived, do for = :o
therraselves, their heirs, grantees, assigns and successnr(s) in interest hereby request and authQt-ize,-'
Spvkari.e County+ ta inclrade the above r3escribed praperty in a Rvad Tmpravement Distfict (RID)
and to suppeart fhe formation of aRoad Improvement Dlstrict for imgrvvement of the road{s} -
described below by requesting and authQnzing Spokane Caunty ta piace their name(s) on a
pefiitian for the fat-r-tation of a Road Irnprowement District pursuant #a RCVV 36.88.050, or by
requesting and authorizing Spakane County ta cast their ballat in favor oFa RiID being formed -
under the resolutian methad pursuant ta RCVV 36.88.03I7, andlar by not filing a pratest against
the formation of a RID being fan-ned urider the alternative resalution method provided for in
RCW 36 88.065 and Chapter 35 43 RCW.
Tf a RID is grcaposed for irnprovement of the road(s) described below, said awner(s) and
successor(s)farther agree: (1) #hat the srriprovements or canstruction cantemplated wiEhin the
prapvsed R.TD are feasible and (2) that .he henefits to be derived frnrn the fonnatian of the RTL]
by the prvperty included therein, togethg tivith Che arnaunt of any County participation, exceeds
the cost and expense of #'ormation a f the RID, and (3) that the prcrperty within the proposed RID
is sufficiently developed; provided, thernselves, their heirs, grantees, assigns and successdr(s)
shall retain the right, as authorized under RCW 36.88.094, ta ob}ect to any assessment(s) on the
property as a result of the improuements called for in conj unctivn with the formatian of a kII] 6y
either the petitian or resolution method I under Chapter 36.$$ RCW and to appeal to the Superiar
Gourt the decision of th~ Board of Courity Comrnissianers corefirming the fina1 assessment roll;
provided further, it is recognized that actual assessments may vary &om assessment estirnate so
Iong as they do not exceed a figure equat to the increased true and #'air rralue ianprovement(s)
add(s) to the property '
~
HE Findin;s, Conclusions and Decision PE-1843-96 Page 12
' i
Ic It is f~.~rth er acknflwledged arld agreed that at such time as a F~~] is created or any Cnuni}r
d Itnpro~rement project is authvr~zed by Spokarie Cflunty, the impravements required shall be
e sole expense of the flwner(s) of praperty within the RTL~ ar served hy tl~e improVements
haut ar~y rnonetary participation by Spoicane Cvunty.
The R.~~] waiver contaFned in this agreement sha11 expire after ten (10) years frvm the date
xecutian below. T'his pravasian is applicabie to Tschirley Road.ey
13. °I`he Cflunty Engineer has designated a Local Access Roadway Sectian for #he impravernent
of 84" Auenue which pravides access to the proposed deveiQprnent. This will require the additian
o£ asphalt which equals 30 feet in width. This paving shall include the design and constructinn
of a standard cul-de-sac ai the west end of S`' Avenue and extend to Tschirt+ey Road. 5ince this
strip paving is an off site irriprovement, the canstrilction of curbing and spdewalk is noC required.
14. The pn'vate roads sha1Z be improved to the applicable Sppkane County Standard for pnVate
roatis.
15. All vested vvvners shall sign and recflrd private road dacuments as prescribed by the
. Spo ~ne County Engineer. These documents shali be reaiewed and approved by the Spokane
AFUnLeed ngineer prior to reGarding with the Spakane Cflur~ty Auditor. Ftecording n~mhers shall
in ttae dedicatvey la3nguage af the plat.
The follawing statement shall be placed iTi the finat plat riedicatian: WARNING; Spokarne
nty has nc~ resgoz~sibility to huild, irr~prove, maintain ar other wise ser~rice the private rvads
(ad ained within or providing service to the ~arr~perty descr¢bed in this plat. By accepting this ~
or subsequentl y by allowing a buildis~g ~aerrmit to be assued on praperty on a prir+ate re~ad, cane Gounty assumes no obligation f4r said private raad and the owners hereby acknowi'edge
the County ha.s nQ obligatic~n mf any ~eir~d or nature whatsQer~er to estahiish, examia~e, iey, construct, alter, repair, i~nproVe, rr~aintair~, pror~ide drainage or snaw removal on a priuate
•''his requia-ement is and shall ran r~ith the iand and shaIl be binding upc~n the awner, th~a, successors or assigns including the ohligation to participate in ihe maintenance af the r~
priv ate road as provided herein. ~
17. The proposed plat shall be impraved to the standards set forth fra Spokane County Board of
Ccrtnmissioners Resolutian Na. 95-0498, as amended, which establishes regulations for roads,
approaches, drainage and fees in new canstracticrn.
18. The County Engineer has examined this developrnent pragasal and has determined that the
impact of this proposal upon the existing Cvunty Raad System warrants the dedication of
additianal Right of tiVay and the roadway irnprovements herein specified.
19. Any dwellang units praposed in addmtion to #his praposal and the prvpvsal in File Na. ZE-
020A-95 snall require a second access to the site.
20. The f611owing staternent shall placed in the plat dedication• „The pnvate road as shQwm
hereon is aaa easement which provides a means af ingress and egrress far thase lats within the plat
having frontage therevn."
HE Findings, Cnnclusians and Decision PE-18Q3-96 Pa~e 13
f
21. A tcaffic analysis accepted hy the County Engineer indicates khat an unacceptable level of
service exists at the iratersection of 5pragrue Avenue and Tschiriey Road. Due to an unacceptabie
level of sertaice, the applicant shall cont~abu#e a pro-rata share for installation of a traffic signal
lacated at the infersectian of Sprague Aivenue and Appleway. Installation of asignal may result ~
in realignment of certain rcrads and intersectians in the area.
22. The site plan of record for this prcipasal indicates that 8" Avenue is ta be vacated. No
agplxcation for the vacation of 86 Avenue has been accep~ed by the County Engineer at this time
`'Vacations of Spokane Caunty Right of Way are heard and decided 6y the Board of County
Commissioners. u
23. The applicant is advised that therd, may exzst utilities eitYaer underground or overhead
~ffecting the, applicants property, including property to be dedicated or set aside future
acquisition. Spokane County vvill assurne no f nancial abligation far adjustments flr relocation
regarding thase utilities. The applicant shorald eheck wath the appiicahle utiiaties and Spokane
County Engineer to determine whether ibe applicant ar the utility is responsible far adjustrrient or
relocatiQn costs and to make arrangements far any necessary wnrk.
24, 'I'he applicanfi shall grant applicab'e border easemgnts adjacent to Spvkane County Raght of
Way, per Spokane County Standards. j
SPCIICANE CUUI'y''I'Y DIVISICIN QF UTILTTTES
he dedicatian sha11 state: "The o~►~+ner(s) ❑r successor(s) in interest aga-ee to autharize the
ta place their narne(s) an a petit}vn ~'or the fo~atiQn of a ULZ~] by petition method
y ~ant to RCW 36.94 which the petitian includes the owner(s) property and fiirther not te~
n, t by signing e~£ a gratest getitian against the fonmatian of a L3I1ID by resalutiQn ~nethad
uant to RCW 36.34 which includes jthe awner(s) property. Provided, this candition shall nat
ab~t the owner(s) ar successor(s) fr~irn abjectic~n ta any assessment(s) ~sn the praperty as a
e, lt ~~'improuements calied for sn car~;junctican with the farmation of a TJL~} by either petitian
o resolution under RCW 36,94.,'
2. A wet (live) sewer connection to t~e area-vvide public sewer systern shall be constructed. A
sewer conaection germit is required.
3. The applacant is required ta execuCe a sewer conneGtian ageement with ;pakane Caunty
priar tv issuance vFpermifi to connect. ~
4. The applicarrt shall sutamit expresJly to Che SpQkane County Division of LJtilities, "under
separate cover", only those plan sheets s I hawing sewer plans and specificativns #'rsr public sewer
cotinections and facilities for reViewr and approval prior tv the finalization of the project andlor
the issuance of a permit ta connect.
5. pAzrangements for payments of applicable sewer charges must be made for prior to issuance
of a sewer cflnnection permit.
HE Findincts, Canclusions and DecisionPE-18d3-96 Page 14
6. The interrial sewer system shall be owned and operated by Spokane Va3ley Gaod 5amaritan
aIId 1t5 5i1CCeSSOFS.
7. Any water service far this prfljeet shall be prouided in accordance with the Caordinarted
Water System plan for Spokane County, as amended.
SPC3KANE CU[)NTY WATER RE5[7URGES
I . N'ewly forrned springs and groundwater seeping into basements is a significant probflem in
the develvped area lying snuth of the prr,pflsal. The SEPA checklist indicates that geotechnical
tests will be performed to detertnine if drywells will work in the area. In additiQn to such tests,
the applicarrt shall also evaPuate impacts fram any propvsed rE#ention ponds or drywells an
praperties Iying downstream from such structures. The applicant shall ensure tlhat the stoz-mwater
d'asposal systems, lawn watering and other develaprnent activzties vn the site da not eause springs
and basement floading to accur on downstream properties. ~
SPDKANE REGTONAL HEALTH T3ISTRICT
~
1. The final plat shaifl be desFgned as indicated on the preliminary plat of reccard andlor any. J
.ya
attached sheets as noted.
2. Appropriate utility easements shall be indicated an capies o#'the preliminary plat of recaid
for distribution by the I]iVisian afBui3ding and I'lanning to fhe utility companies, Spokane'. ;
County Engineer, an+d the SpQkane County Health T3istrict. Written approvai of the easemen4:hy
the utility eampanaes shail be received pnar ta the subanittal af the final plat. 1
4
3. Sewaae disposal tnethod shall be as authorized hy the Director of LTtilities, Spvkarie
Caunty. . .
4 Water service shali be coordinated through the Directerr of UtiliCies, Spokane County.
5 VVater service shall be by azi existing prablac water seapply vvhen approved by the RegiQnal
Engineer {Spokarae}, State I]epartment a£Health.
5. Friar to filing the final plat, the spcrnsor shall demonstrate ta the satisfactian of the Spokane
Count}r Health District that an adequate and potable water supply is aaailable to each lat af the
plat.
7. Priflr to filing the final plat, the spansar shall present evidence that the plat lses within the
recarded service area of the water systern proposed to serve the plat.
8 A plan far water facitities adeqraate far domestic use, damestic irrigation use, and fire
protectian use sha11 be appraved by thc water purveyor. 5aid water pian musi have been
approwed by the fire protectlpn district and the appropriate hea1tb authorities. The hea$th
authonties, vvater supplier (purueyar), and the fire protectlon district will certify> prior to the
filing afthe fnal plat, on the face of said water pla,n ihat the plan is in confarmance with their
HE F1I1dlIlgS, Conclusions and I]ecisian PE-1$03-96 Page 15
'i .
requiremen#s and will adequately satisty their respectir~e needs. Said water plan and certificativn
wili be drafted on a transparency suita~le for reproductaon.
~
9. The purveyvr will also certify pribr to filing the fina1 plat on a cflpy oFsaid water plan thafi
appropriate cantractual arraragements have been made with the plat sponsor for construction of
the water system, in accQrdance with tl~ ' e approved plan and time schedule. The time schedule
will prawide, in any case, for cvrnpletioI n of the water system and inspection by the appropriate
health autharities prior to application for building permits vaithin #he pflat, The contractual
wrangements will anclude a prcrvisian Iiolding Spokane County, 5pokane County Health ~.7istrict,
and the purveyvr harmiess frnm elairns by any lot purchaser refused a building permit due to
failure of the plat sponsar to safiisfactnrily complete the approved water system.
I
10. A public sewer system will be made availahle for the plat and individual sei-vice wi11 be
provided to each lat pnar ta sale. Use qf individual4n-site sewage disposal syste~ns shall nat be
auth 'zed. ~
11. A statement shall be placed in theidedication tb the effect that: "A public sewer system will
be ailable for the plat and individual service will be prvvided to each lot prior to sale. Use of
in idual on-si[e sewage dispvsa[ systems shail not be autharized.
1 T ~e dedieatory language an the p1Gat sha11 state: "[)se of pfivate wells and water systerns is
~ ib' d."
13 ,111,, e £inal plat dedicativn shall cvn,rain the fallvwfng statement: "The public water system,
p u' t to the water plan approved by coun#y and state health autharities, the local fire prvtectivn
di Division of Buitding and Planning and water purveyor, shall be irastaflled within this
s'ision and the applicant shall prov~ide for inrtirriduaI domestic water service as vvell as fire
1 'tectivn to each iot privr to sale of each tot and priar tca issuance of a building permit for each
lot."
SPUKANE COUNTY AIR Pf]LLLITi vN CiQNTltC)L A[.ITHORTTY
1 . A11 air pollution regulations rnusi be met.
WASHINGTC]N STATE TIEFARTM'ENT ClF ECULC]GY
1 The wetdand boxcndary of wetland IA extends further south than delineated ort the
prelimineary plat crnd preTzmcrtary P. U..6 site development plan, by approximately 15 feet, The
wetland bounddry of wetland B i.s alsra vicder than shown, especially o+n the nvrth end. Wetland
Ashvuld be considQred a C'ategory III wetland, accrarding to the Spokarae Gounty Critical Areas
(7rdtnance, whereas the wetlarrd repart 'dent f es welland .4 as a Categary IV wetlanr#. Thefinal
plczt arzd final P. U.D. plan shaFd be revcs ~d lo correctdy reflect such boundaries and the buffers
required for .such wetlands under the Splokcane Caunty +Grcltcal.4reas Ordiraatace
.
HE Findings, Conclusions and I]ecisian PE-1$03-96 Page 16 •
,
UATED #his 4" day ofI]ecember, 1997.
SPOKANE CDUlYTY gIEAR],NG EXAMINER
~
michaei C. Dernp$ey, v~asBAW8 3 s
NOTICE QF FINAL DECxSI(3N AND NQTTCE OF RIGHT TD AFPEAL
Fursuant to Spoka.ne County Resalution Nos. 96-017 1 and 96-0632, the decisian of the
Hearing Examiner on a combined apgiication for azone reclassifica#ion and preliminary
platlF.U.D., and the accampanying SEPA deterrnination, is final and conclusive unless within ten
(10) calendar tiays from the Examiner's written decisron, a party of recvrd aggrieved by such
decisaan files an appeax with the Board of County Cortnmissroners of Spvkane Caunty,
Washingtan. HoweVer, RCW 36.70E.114 (9) indicates fhat adrninistraCive appeals of cvunty
land use decisians and SEPA appeals shall be filed with the legislative body within fourteen {14}
calendar days of the date of the decision.
This decisivn was anailed by certified mail to the Applicant an I)ecember 4, 1997. ~
DEFENT)XNG OIV WHICH AFPEAL PERIOD REFERENCE7] dF3C3VE LEGALLY
APPLIES, THE APPEAL CLCISING DATE IS EITHER DECEMBER 15, 1997 (]R -
DECEMBER 18, 7 997: •
The campPete record in this matter, including this decisian, is on fi1e tiurang ihe appea] peraod
wi[h the f]ffce of the Hearing Examiner, °Third F1aor, Public Works Building, 1426 West
Broadway Avenue, 5p❑kane, Washington, 99260-0245, {509} 324-3490 The file rnay be inspected
during narTnal workirag hvurs, tisted as Monday - Friday of each week, except Yamlidays, beriveen the
hc3ur5 of $:00 a.m. and 4:30 p.m. Copies of the documenks in ths record will be made avaikable at
the cast set by Spokane Caunty Ordinance.
HE Findings, Cvnclusions and I7ecision PE-1803-96 Page 17
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PRELI.EtAH(P31P FUf1 DF
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sPOKANE caUNTV PuBLrC wORcS DEPARTMENT
DTVTSI[]N []F F3[]ILDING ANp FLANNING
T[J: SPC}KANE C4UNTY HCARING EXAMINER
FFd.DM: Ci7RRENT PLANNING SECTION
DATE: .IANUARY 29, 1397
SUSJECT: PE-1803 -95, PRELTMINARY PLAT AND ZE-46-96, ZONE
RECLASSIFICATION FRC3NI LIRBAN RESIDENTIAL-3.5 (UR-3 a)
TO URBAN kESIDENTTAL-7 (UR-7) WITH P[]DE-5-96, A PLANNEI3
UAIIT DEVELOPMENT {PCJD} QVERLAY ZONE
I. GENER.~L XNFd3RINIATION
Applicant: The EVangeiical Lutheran Gaod Samaritan Society
17121 East 8" Avenue
Greenacres, WA. 99016
(509) 9?4-6 16 1
Agent: Frank Ide, "L'ayloe Engineering
106 West Mlssian Avenue, Suite 246
Spokane, WE1,. 99201
(509) 32$-3371
Contact Planner: Francine Shaw
Lacativn: Generally located Y~ mile west af Tschirley FCoad at the terminus af
Eighth Avenue in the cast 112 of Sectlvn 24, Township ?a North, Range 44,
E.W.M., Spakane Ca2inty, Washin~ton
Prapasal: Prelirninary plat to sL:bdivide approxirnately 19.6 acres into 28 lats for
duplexes and azcrne rec@assificatian from Urban Residential-3.5 (UR-3.5) zone to
Urban Residential-7 (UR-7) wikh a F'lanned Unit DeVelopment (PLI'D) overlay
zone.
11. SITE INF(]RMATT(]N
A. Site Size: AppraximaCe[y 19.6acres
Gross Density: Approximately 2 9 dwelling units per acre.
Approximately 1 .5 acres per dwelling unit.
1-2 9-97 HE StafF Ftepart for P E-1 8 03- 96IZ E-4 6-951P UDC-S-9 6 Page 7
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B. Comgreteensive Pian
1. Land iJse: The Corraprehensir+e Ptan categary of the subject
prvperty is Urban. The property is lacated within the PriQrity
SesY►,+er Serwite Area (F~SA) and the Aquifer Sensitive Area
Uverlay (ASA) zane. The Urban categvry of the Comprehensive
Plan is intended ta previde the opportunity for development of a
°city-like° en~+irorument which anele~des variflus Fand uses and
intensive residential development. []rban areas will have available
pUYJIIC WaiePl5y5$eFI7S, sanitary sewer systems, starm sewer systems
and other public facilities. This categary permits "fill-in" with
established d'evelapment areas where utilities, ai-terials, schaals and
cQrinmunity facilities are existing.
Residential net densities in this category wil1 range from 1 to 17
' unifis per acre. The proposed grass density ofappraxamately 2.9
dwellina units per acre is consistent wikh this density ra.rige. The
GQa[s, C]bjectives and Decision Guidelines of the Urban category
' ❑f the Compr;ehensive P1an recarnmend the Urban Residential-7
(UR-7) zvne be used to add co the variety of hausing types and
densities, up to seven units per acre, and as an implernentatian tool
for the Comprehensive Flan Urban category. The prQpgsal is
aeI4eTaLIy COI7515[Efl# W1t7 the GOaIS, CJbjecti►res and Decisian
GuideTines Qfthe Urban categoryr of the Comprehensaae Plan.
2. Ar-terial Road Plan: 8`' Avenue and Tschirley Road are
designated by [he Spakane County Artexial Itoad Plan as local
access sireets with a future ri~ht-c~f-way wi~€th of 60 feet.
3. County ParIs PIan: "C'he Spokane CoLinty Parks Plan Terrace
View Park as County park facility lncated nearest to [he pr[tposal.
This park is 1ccated approximately two rrailes snuthwest of the site.
C. Site Charaeter-istics:, The site is currently vacant and undeVeloped. The
Cerrain of the subject site rs relatively fTat with halls, several seasnnal
wetlands and areas basalt rock outcroppings, dense trees and shrubs
scattered throufahoufi the site. The site is apprvxirnately 20 feet higher in
elevation than properi;ies located Ca the nor-th, west and svufih of the
proposa1. ~
D. Neighborhaod Charaeteristics: The proposal is primarily surrnunded by
vacant, undeveloped l'ands with an existing, retirement facility located east
of and adjacent to the prvpasal.
1-2 9-97 HE Staff Report far PE-1 8 03-96IZE-46-96iPC]DE-5-9{ Pa;e 8
E. Zaning Analysis; The purpase of the T]rban Residential-7 (llR-7) zone is
ta set standards for the arderly developrnent of residentsal praperty in a
razanner that proaides a desirable living enviranrnenfi that is compatible
with surrounding land uses and assures xhe protection of property Values.
General characteristics of these areas include paved rQads, publFC water
and sewer, accessibility to sGhools and libraries, and a full line of public
services inclutling rnanned fire protection and public transit accessibility.
Medium density L7t'ban Residential-7 (LJR-7) areas are typified by single
family-dvvellings an sma11 lats, duplexes, low density apartments and
manufactured hvme parks. An existing retirement facility located adjacent
and east ofthe praposal received approval of a zone reclassificatian
request frvm Urban Residential-a 5(UR-3.5) tca Urban Residential-12 ,
(T.lR-1?) in 1995 (ZE-2 0-95 C). This zone reelassifcation estabPished the
existfng nan-conformirag retirement facility as a use allnwecf outright
within the Urban Residential-I2 (U R-120 hakvever, a Change of
Conditions (ZE-20A-95C) has been requested for this site in order ta add
an additional 50 retirement apartrnents tv the existing retirernent facility.
Fraposal: Urban Res idential-31.S (CTR-a 5) established on .lanuary 1,
1991, previQUSIy classified as Agricultural (A) (ZE-60-44).
Narth: Urban Residentral-3 5(iJR-3.5) established on Tanuary 1,
199 1, previously elassified as AgriculturaZ (A) (ZE-60-44).
Sauth: Urban Residential-3.5 (UR-3 5) established on January 1,
1991, preViously ciassified as A;ricultural (A) (ZE-60-44).
East. Urban Resideritial-1 (U R-12) established on J«ly 20, 1935
(ZE-2[]-95C), Freviously c€assified Urbann Residential-3.5
(UR-3.5) consistent with the Spokane County Prvgram to
Implement the Spokane County Zonirag, Code
West Urban Residential-3.5 (Uk-3 5) established on Tanuary 1,
139 1, previously classified as Agricultural (A) (ZE-60-44).
F. I,and Use Analysis; Adjacent land uses cansisc of primarily uacant and
undeveloped lands to the west and sout17 of the praposal. To the north is
single family residential develapment on Iots vvhIch vary in size. To the
east is a retirernent facility yvhich is awned by the applicant of this
prQpasaE and which this prQposal will be associated with
Site: Vacant and undeueloped.
North: Single family residences
1-2 9-97 1-1 E_ StaFf RepQrt for FE-1$03-961Z F-46-96lPUI3E-5-96 Page 9
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SQUth: Vacait and undeveloped.
East Nursing home and retiresnent facility-
West: Single farnily residences and agriculture.
i
G. Circulation: I3irectiaccess to the site is provided by Auenue which
tcrrminates at the east boundary 1in~ of the subject s1te. The preliminary
plat map rndicates $`h Awenue will be vacated and replaced with a private
road. TJpon vacatiori~ of 8`', E1venue, an access easement shall be
established which connects ihe site to Tschia-ley Rvad allowing traffic .
generated by this proposal to crbss the parcel lvcated adjacent and east vf
the site.
H. I?esign: The preliminary plat proposes division of ] 9 b acres into 28 lots
fnr duplexes with fiv~ (5) tracts for common areas. The cvmmon area
tracts are plaruned to be left partially in a natural state with areas af
grvarned lawns and concrete sidewafks and paths. "I`he comiman areas
ttatal approximately 9.75 acres crf the site ❑r 49.7°l4 of the site. Twa
wetlands are Ivcated +on common area Tract D. Lot size ranges frvm
' 11,000 to 23,400 square feet with an aVerage lot size af appraximately
12,600 square feet Na bonus densities have been requested. The
' applicantldevel+aper vvill be respmnsible far care of the priVate roads and
corrimon areas I
1. Prelinninary $IatAPlanned Linit I3evelopment T3ata
pratirased AFlowed fn the []R-7
`vl PUD UverlaW xane
G ross Density 2.9 unitslacre 7 unitsfacre
[7pen Space 49.7% 1 0%
Min. L,ot Size 11,000 sg. ft. 11,00[] sq. ft.
Min. Frontage 90 feet 50 feet
Building Setbaclts Proposed As FC1U lPlan
Sectifln . 14.704.325
Front yard C20 feet "
Flanking yard 10 feet
5ide yard ~5 feet
Rear yard 10 feet
Perimeter 20 feet
1-29-97 HE StaffReport for FE-18 031I 961ZE-46-961PUDE-Sa96 1'age 10
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2. The applicant has requested an Alterriative Mekhod af CamplianGe
pursuant to Section 14 $10,200 vf the Spakane CounCy Zoning Code
regarding required screeninglwalls standards. SecTiora 14.618.365 0f
the Zaning Cade requires a six (6) foat-high wall, solid landscaping or
fence be eonstructed alang any L1rban Residential-7 (UR-7) zone
bQUndary adjacent to RR-10 through UR-3.5 or RS-zoned properties.
The subject s ite is surrounded by Urban Residential-3 5 (UR-3 ).5}
zoned praperties t❑ the narth, west and sauth vf che site. T'he applicant
indicates adeqLiate screening is provided as the site is lacated
appraxirna€ely 20 feet higher in e1ewatian than adjacent properties with
a strip 4f dense trees and shrtibs existing alang the site boundaries. .
The appCicant alsa identifies increased building setbacks are propased
from site boundaries which enhance the screening oF the praposal from
surrvunding Llrban Residentral-3 5 zoned properties. The applicant
does prflpvse cvnstruction of a fence Ln cvznpliance with Section
14.618.3 65 along ihe site's north boundary adjacent to the nvrth and
west dup[eY lvts in order to prouide both safety and screening. The
Divisiora af Suild'ang and Flanning administratively appraVes this
' request only in cancert with the preliminary glat. Extending the fence
alang the remainrng undevelflped portzon of the site will not benefit
surraunding prapertses and rnay cause a iatirden on the applicant as no
development is praposed for the s4z,i[hern pvrtion of the site at this
, time. Hvwever, if further deuelopment oF the properiy occurs in the
future c4mpliance with ihe 1uaI1 standards will be required unless an
additianal waiwer as requested and apgrawed by the T]ivisian of
Bualaing and Pfanning
1. Density: The gross density is approximately 2.9 dvvelling units per acre
(1.5 acres per d4velling unit) and is consistent vvith the Urban Residentiat-7
(UR-7) zane and density range suggested by (fie Urbarr categvey of ihe
Compt'ehensive Plan ~
J. Drainage: A canceptual drairaage p[an has been submitted ta and
accepted by the Spokane Cvunty Uivisian of Engineenng. Cotnments
receaveci from fihe Spokane CoLinty Water Resources indicate shaPlow soils
may exist on site which may not be adequate for drywelIs and alternative
stormwater disposal methQds. Priar ta f na[izing the prelirninary plat the
applicant will need to evaluate irnpacts to groLindwater and prvperties
[acated downstream frorn any propvsed stormwater pands or drywells to
the satisfaction of the Divisian csf Errgtneerin¢.
K. Po►ver Transmission Lines!Other Kranwn Easernenfs: Not a.pplFCable.
1-2 9-97 HE S taff fZeport for P E-1$03-9GIZE-4 6-9 6IF'UDE-5-96 Paae 1 I
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L. Water Supply: The pr❑posa] is within the Vera Water District. Awater
plan and prowisians far water service shatl be coordinated with the vvater
purveyor priae to, finializing the plat.
M. SerWage Disposal: The proposal will he served hy a public sewer sysfiem
as required by the Spokane Regional Health District. The use of on-site
sewage dispasal methods is not permitted.
N. School: The propasal 9s lvcated within Central Valley SchQOI District,
No. 356.
0. Fire Pratectian: Th'le propQsal is withirt Fire District Nv 1. _
P. Cretical Areas: 1r'hel Spakane Ccaunty Cr€ticaP Areas maps indicate several
wetlands and geologncal hazardaus sBages axe lacated on site. A weilands
repart has been stzQitCed by the appIicant and reraiewed by the
Depattrrtent of EcolagY- The report indicates two wetlands of significance
are located an site (N&etland A and wetland B) which have been illustrated
an the preliminar}y platlPiJD maps. The applicant identifies wetland A as
aCategory IV weala nid and illustrates a 25 fooC buffer around said wetland.
I'he Department of E~ology identifies wetland Aas a Gategory III
pursuant the Spakane~ f;vunty Critical Arcas Urdinance whlch requires a
75 foat buffer sur►-oundizig the wetland. The applicant states the buffer far
wetlarad A will be adJ9usted accordingly. The Department ofEcaiogy
further indicates 'wetland B is a cafiegory IV wetland requiring a 50 fovt
buffer and is wider th~an iIlustrated on the preliminaty pIatlPUL3 maps.
The applicant indicates buffer averaging wi11 be utilized during the final
plat process and adaustrnents of'the wrdth of wetland B and proposed lot
Eines will occur at the time #he prelimenary piat is finalized. DeveiQpment
ofthe geolagicallyhazardous areas located on site {ihose areas withc slapes
that exceed 3[]°°o} wi1] be required to caznply wfl[h the Spakane Critical
Areas Ordinance prior to the issuance of any buiiding permit.
Q. Cultural Resaurces: Nane have been identified.
R. Transit: The propo&.l is lacated wathin the Public Transit Benefit Area
(FTBA). The applicant indicates the proposal will be sea°ved by private
vans and p~iblic shtrttl~s.
IIr, ENV~RONMENTAL REVIEW
An Environmental Checklist kas been submitted by the sponsor and was reviewed
by the Di~+ision of Building ~d Planning. The review considered the specif cs of
the propasal, other aVailable ii-ifvrmation.. Cotinty ordinances, other regulatians
1-2 9-97 HE StafFRepvrt for PE-180i961ZE-4G-961PLlDE-5-95 Paae 12
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and laws, possible standard CQnditipns of Apgroval, the Generalized
Comprehensive Plan and other County pvlicies and guidelines. The Division of
Buildirrg and Pdanning has deterrnined that "NQ probable significant adverse
irnpacts" wougd result from the progaosaf being dewelvped and has issued a
Determsnation ofNonsignificance ("DNS").
`1'tie "aN5" was circulated to 14 vther agencies of jurisdictivn and other
agenciesldepartrnents affected by the ftiture developrnent for review and
comment. The "DNS" ccanrnent periQd ended January 27, 1997 and was
advertised 15 calendar days befare sasd date in the newspaper, by letter to
adjacenC prDperty owners wrthin 400 feet afthe subject site, and by notice on a
sign posted 4n the st:bject siCe. `i°he Hearing., Examiner may cansider additianal -
enrrirQnmental relatea testirnany at the gublic hearing
IV. DIVTSION [JF BUTLDING AND PLAt'YNING SUMNIARI' AND
RECOMMENDATION
The proposed prefirninary platfPlanned Uni# Deveioprrient is generally cansistent
with arrd implements the G6a1s; Objectives and Decisian Guideiines of the Urban
category of the ComprehensiVe Plan. The praposed density and lat sizes are
corisistent W'Ith the Urban kesidential-7 (UR-7) zane and ihe Planned Unit
Develapment {PUD} vverlay zane. As ccrnditior.ed, the proposal makes
appropriate prrrvisivns for water, sewer, park5, roads and other services as
req uired by the ReWised Code ❑f Washington (RCW) 58.17 110. The Divisian o f
Building and Planning recarnmends approaal. as conditioned.
V. CONI3TTTONS +DF APPR+L7VAL
i. A11 conditions iirtposed by the Hearin; Examiner shall be bindina or~
the "Applecant", which term sha11 include the o►vner oa- a►vners of the
property, nears, assi;ns and successors.
ii. The conditions of approval apply ta the preliminary subdivisian of
record.
SPiD~ANE C[]L]NTY'DIVISION OF Y3UTLDING ANU FLANNYN+G
1. The propasal shall earnply with the Urban 1Zesiderttial-7 (UFt-7) and P1arLned llnit
DevelQpment 4verlay (PLlL3) zones, as amended
Upon fling Che final plat, or a partion thereof, the zDne CeC1a551fiCak1oTi I7~the fiIIaP
plat area shall be finalized; and the existing zane classification shall be changed to
1-29-97 14 E Staff Repart for PE-1803-961Z E-4 6-96IPU D E-5 -96 Pacye 13
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Urban Residenfiial-7 (UR-7), consistent with the proposed zoning appraved with
the prelBminary plat of record.
3. The final pCat shall be desig'ned substan,tially in conformance with the prelimknary
plat of rec4rd. No increase I of density vr number of 1Qts shall occur without a
change of candition app€icafiivn submittal and approval.
4. The T]irectar ❑f the Division of Suilding and Planningldesignee sha11 reuiew any
proposed final plat to ensure cotnp8iance with these Findings and Conditions of
Approval. 1
5 Afina1 plat/ narnelnumher s?all be indicated before the fnal plat is filed, such .
naxnetnurnber to be appa-oue i hy the Director of the Division of Building and
Plariningfdesignee.
~
fi. Appropriafie road name(s) shail be indicated.
7. The preliminary plat is giwen conditional approval for five (5) years, sgecificaily
February 3, 2002. The applicant may reqtcest an extension of time by submitting
awritten request approx imately thirty ( i0} days prior to the above expiraTian date.
3 Appropriate ufiility easements shaly be indica#eti on copies of the praposea final
plat. Written approval of utility easements by approgriate utility cox7ipanies shall
be received with the submittal of the fina1 plat.
9 Three (3) cuTrent eer[aficates of title shall be fumished to the Division of Building
and P1annPng priar to filing filhe f nal plat.
i
lQ. The fnal plat map sha11 indicate by aclear, dashed line the requsred ya,rd setbacks
from all private or public raa8s The ded`scatiQn shalP cantain the follozving
s€aternent:
i
"Side }+ard and rear yard setbacks shall be determined ac the time buildang permits
are requested unless fihese set6acks are specificalFy drafted on this final plat. The
setbacks indicated Qn this plat may'be varied from if proper zoning approvals are
obtained."
11. Prior to filing of a1t ar a partion of the final plat, the applrcant's surveyar shall
submtt ❑ne pr more maps otitiined in ced of the area heing finalized. The scale
shall match the apprQpriate assessor's fnap scale.
12 The FUD bEnding site plan shall indicate a11 e:cterior boundary setbacks, as we€l as
setbacks fram rvadways and individual lot lines. 1-29-97 HE Staff Report for PE-18f33-961ZE-46-96I1'[JD E-5-96 Page 14
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13 A plan for water facilities adeqaaate for dv:nestic sLt-raice and fire protectian shall
be approved by the water purveyoe, apprvpriate fire protectian district, Cvunty
Division of Buildirag ant4 Planninc, and the Spokane Regianal Health District. The
agencaes will certify an the Vaater Plan, priar Yo the filanb of a final plat, thac the
plan is in conformance with their respective needs and regulations The Water
Plan and certifacation shall be drafted 6n a transparency sLaitable For reproduction
and be signed by the plat spvnsor.
14. The water purveyar shall certify that appropriate contracttiial arrangements and
scheduPe of irnprovemenks haue been made with the glat sponsor for constructivn
of the water system in accardanee «ith the approved Water Plan The time
schedule shall provide fdr eompletion of the water systenm and inspectian by the .
appropriate health authorities priar ta application for building permits within the
final plat The arrangements ar agreernents sha1P inelude a prvvasion holding
Spakane County and the purveyvr harmiess framm clairns by any lot purchaser
reFused a building pennit due co °the failure of the subdivision sponsor t❑
satisfactarily complete the approved water system
15. The final plat dedicativn shall cantain the fallowsng statement•
"The public water systern, puxsuant to the Water Plan approved by co'Linty and
state health authorataes, the local fire protection districC, Coillzty Division of
Building and P1annxng and water purveyor, shall be installed within this
stiibdivision or binding site plan, and the applicant shall provide for individual
damestic water service as we1P as fire proteetion to each loC priar ta sale afeach
lat and priar to issuance o f a 6uilding, permit for each lot."
16. No building perrnit will be issued for any lat within the final plat until certitied by
aWashington state-ficensed engineer that "the ~vater systern has been installed
pursuant to the approved Water Plart for the final plat," including a signed license
stamp. The certificat'son nnay be in the form of a letter, but is preferred to be
certified on a copy of the Water Plan as a schenYatic map showing zhe "as-built"
water systern
17. The Water Plan and the above f'aur (4) candations of approval re~arding Che Water
Plan may be vVaiued hy the Direetor of the Divisian of Btiilding and Flanning
Idesignee upon receipt of letters frorn the appropriate vvater purveyor and fire
pratectian district stating #.hat simple cannectians td an existing, approved water
systern wi[i proti■ide adequate dnrnestic and fire protection water to ensure the
public heal[h, safety and general welfare.
18 The prelirninary plat narrative dernonstrakes and has recei~ed administrative
appraval of Alternative Methods of Cvmpliance eonsistenC with Section
14. 810.2[]d3 of the Spokane Cotinty Zcrnin; Code with regard to
fencingf[aaadscaptna staradards identified in Section 14.618.200. A six foot-hi~h-
3-29-97 HE S~aff Report for PE-1$0' ) -95tZE-46-961PUDE-5-96 F'age 15
saght-abscuring fence shall be provided a1on; the north and west property lines in
the uicinity of the tievelopMent vnly. Further developrr4ent of the site wi11 require
rnmpliance with Sectian 14.618.200 ❑f the Zoning Cade.
19. A cvpy of the homeowners/praperty owners' assaciation articles of ineorporation
andlor bylaws andlor coWenanCS and restricttflns, together with any other
prowisions far maintenance of cammon areas and facili€ies, shall he suhmitfied far
review and approval to the '~7ir~isimn of Bz~iPding and Plar~ing pri4r tm finalizing.
20 The final plat dedication sh~l9 inelude:
"The priVate roads andlor comman areas shown vn this plat are hereby dedicated .
to the homeowalers associatian created bv documene recorded
under State document no.
21 The private raads and Gommon areas cannat }ae sald or transferred, regardless of
any provision in the covenants to the contrary, and shall be considea•ed subsel-vient
estates for tax purposes to & other lats createti herein.
22. Prior to approval of r4ad and drainage plans, the applicant is required to
cQVrdinate with ihe []riited States Postal Service ta determine the type and
lacation of central mail dekiVery facilities which may include applicable
easements for develmpments; of three or rnore homes. r
I
Attached are comrnents and recorhmended conditions of approval fram interested
agencles:
Spakane County Qivisian of Engineering and Rvads dated Januaiy 23, 1997
Spakane Gounty Division of Utilities dated .Tanuary 20, 1997
Spokane Caunty Water Resources dated December 6. 1996
Washington 5tate Departrnent of Ec~lagy dated Octcaber 1$, 1996
6
1-29,97 HE Staffkeport for PE-180% -961ZE-46-96lPUDE-5-96 Page 16
oFFIcE OF THE sPoKANS cOUtaTY SNGzNEER
1026 W Sroddway AVea Spokdrie, WR 99260-0170 15091456-3600 Fdx 324-347$
"ENCa~NEER'S C0NDI2'~~~S OF ApPR'QVALd° FLATS
TO: Spokane County Plannzng gepartment
rRaM; pivision af Engineerinq & Roac#s ~;__~.i:iVi:! ]
DA'`E: []1,123197
S;'ClIKANE DOUP'1PI
PRC}JECT: Valley Ridge Pud
k'ILE PE-1$03-96 / 4❑RPE-212-95y .lr~l•~ i~
HearinglRevxew Date: 01/29/1997 10:30 3 N►JISION CiF B131i!11t~CAM]P1i1~'ff{k3i~'9
SponsorlAppl.xcant : Spokane Val1ey Goad Samar-itan Vzllage
5ectaarr Tcrwnship Range: 24-25-94
Planner: crancine 5haw -
DesignlRevxew Date: (August 29, 1995 @ 1:15)
`l'he Spokane Gounty Engineerzng Department has reviewed the above referenced
application. The following "Candztions of Apprvval" are submitted ta the
Spokane County P1anna.ng Department fax inclusion in the "Findings of Fact,
Conclusions and 4rderlDecisian" shauld the request be approved.
Prior to xel,ease of abuilding permit or use of property as propased:
1. That cQnditional approval of the plat loy the County Engineer is gijren
subject to dedicatian_ of right-af-way and apprcaval of the road system as
indicated in the preliminary pJ.at vf record.
2. Ttzat plans, profiles and cross sections as designed ta County standards
shaGVing praprased street centerline and curb grades be submitted to the
Cnunty Engineer for acceptance prior t❑ cansCructian and/ax- the filing
of a final plat: road plans C.❑ be prepared under the da.:rection of a
liGensed Pr4fessicanal. Civil Engineer.
3. That drainage p7.ans and design calculatians showing the alignment Qf
drainage £acixities be submatted to the Caunty Engineer for acceptance
przox to construction and/ar the filing af the tanal plat. Drainage
plans ta be prepared under the direction of a l.icensed Professianal
Civil Engineer.
4. Constructian within the propased public stxeets and easements shal1 be
perfarrned under the direct supervision of a licensed engine er/surveyor,
who shall furna.sh the CounLy Engineer with 19As Built'° plans and a
certificate in writing that all improvements were installed ta the lines
and grades shown on the approved construction plans and that all
dxsLuz'hed monuments have been replaced.
5. No constructa.on wark zs to be perfarmed within the existing or proposed
Pub1ic right-af-way until a permit has been issued by the Caunty
Engineer. All work is subject tca inspection and appraval by the County
Engineer.
CC, t1pl) licent Spokane valle7 Uoad Samaritan Villaqe
EnaineecfSurveyor Lawrence Leinw?ber--
1Y29-97 HE 5taff Repart for PE-1803-95]ZE-45-96/Pi7DE-5-95 Page 17
~
Fa^e z . - `
QIIZn11997 '
PE-1803-96 q,
Rugust 29. 1996 ❑xPE-212-95 i
5. Al1 canstruction witha.n the existing or prapased Public right-of-way is
to be campleted prior to filing the fina], plat or a bond in the amaunt
estimated by the CDUnty Eng~ir.eex~ to cover the cost of canstructzon of
improvements. construction certification, "As Built" plans and
monurnenting the street centerlines shall be filed with the County
Engineer.
7. Raad deszgn, crnstruction TIresponsibility d drainage cantxol ior right-r~f-ways and
SLub Roar~ conz~ections are tht ❑f the developer.
8. The applicant shaul3 be advilsed that individual driveway aecess perrnits
are required prior tca issuance of a buil.dirsg permi t~ far r_iriveuvay
appraache s t the Co nt roa, ysC em . _
1 ~i~t►"' i -c~'" . _
~
_ I "-~~@)--as- i
lfl . The eaord "aPPlicaraG" shall iI clude the cawnar [m) of the praperry, his/Yier
heirs, assigns and successors.
~
11 . To canstruct the raad improvements stated herei.n, the applicant may,
with the appraval of the County Enginesr, jain in and be a wiJ.].ing
participant in any getitian or resolution which purpases is the
formata.Dn of a Ftoad Improvement Distrzct (RID) for said improvements
puxsuant to RCW 36.88, as amended. At such time as an RID is ereated or
any Road Impravement PrQjeyt is sanctioned by Spokane Cruraty, the
' impravements required (curb. si-dewalk, drainage ccantrol and pavi.ng ta
eXisting pavement) wiJ.l be at the sole expense of the undexsigned owrses,
their heirs, grantees and assigns. T17is prDYlS1C7I1 is applicable to
Tscharley Road.
12.As an alternative meChcad of4 canstructing the xaad improvernent stated
herezn, the applzcant may, with the approval of the County Engineer,
acGampl ish the road irnpra~vements stated herein by j oin2ng artci
parti,cipating in a County Road Praject (CRP) ta the extent of the
required raad impravement. At such time as an RID i.s created vr any
Raad Ymprovement Praject is sancti.aned }ay Spokane County, the
improuements requared (curb, sic~ewalk, drainage contral and Qaving t❑
existing pavement) will be at Che sole expense of the undersigned owner,
C.heix heirs, grantees and asszgns. TYsis provisivn is apglicable to
TsGhirley Road.
13.That the following staternentlshall appear wiChin the dedicatory language
of the final plat:
k
~
~
1-29-97 HE itaff Repart for PE-1803-951ZE-45-951PLiDE-5-96 Paoe 1$
i
,
. 01/291199'3
PE-LBC13-]G
Augikst 29 1995 QI?PE.-212-95
That in consideration af Mutual Ben~~its now ar to be hEreafter derived,
da for themselves, their heirs, grantees, assigns and successorIs7 in
a.ntexest hexeby request and autharize Spakane County to include the
abave described propexty in a koad Imprauement District (FtID) and to
support the formation of a Road Impravement Distxzct for improvement of
the road(s) described below by requesting and autharizing Spokane County
to place their name(s) on a petition for the formatian of a Road
Improvement District pursuant to RCw 36.88.050, or by requesting and
auLhorizing 6pakane County to cast their bal1ot in favar nf a RIL being
formed under the resoluta.Qn methad pursuant to RCW 36.88. C33a, and/or by
not filing a protest against uhe formatirn af a RID being forrned under
tne alternati.ve resolution methad provided for in RCW 36.88.055 and
Chapter 35_43 RCW.
,
If a RID is proposed for improvemenC Qf the raad (s) described below, -
said ❑wner(s) and successor(s) further agree: f1y that the imprQvements
ar eonstructiran contemplaLed within the pro,posed RrD are feasible and
(2) that the benefits to be derived frorn the formatian of the RID by the
property included therein, together with the arnaunt of any County
participatian, exceeds the cost and expense of formatian of the RIa, and
t3f that the property within the pr❑gased RID is sufficiently
devel.oped; provided, themselves, their heix's, grantees, assigns and
successor Is7 shail retain t1ae right, as autfiarized unde~ ~CW 35 .88. 09[],
tQ object tQ any assessment(s) on the praperty as a resul.t ❑f the
impraverrrents called for an conjunction with the farmation of a RILI by
either the petition or resolutzon method under Chapter 36.88 RCW and ta
appeal to the Superiar Court the deczsian of the Board nf County
Cornmissi❑ners confa.rming- the final assessmetzt ro11; pravided further, i.t
is recognized that actual assessments may vary fram assesstnent estimate
so long as they do not exceed a fig►,ire equal to the increased true and
fair va1ue improvertrent (s) add (s) t❑ the prQperty.
Tt is further acknowledged and agreed that at such time as a RID is
created or any County Road Improvement praject is authorized by Spakane
Cnunty, thP improvements required shall be at the sole expense af the
ownex(s) of ~rroperty within the RID az served by the improvements
withaut any monetary participaCzan by 5pakane CountY-
The RID waiver cantained in this agreement shall e~pire after ten [10)
years from the date af executian beJ.ow. This provision is applicable ta
Tschirley Road.
14.The County Engineer has designated a Local Access Roadway Section for
the improvemen.t of 8C4i Avenue which provides access to the praposed
developrrtent. This wi11 require the addiLian of asphalt which equals 30
feet in width. This paving shall include the desa.gn and construction of
a standard cul--de-sac at the west end of 8 t" Avenue and extend to
'I'schirley Road Since this strip paving is an off site improvement, the
constructzrn raf curbing and sidewalk is not required.
15 . The orivate rcads be improued to the appla.cable 5pakane County Standard
for priuate roads,
1-29-97 HE Staff Report for PE-1803-9612E-46-96/PL]DE-5-96 Paoe 19
~ .
I
Page 4
01/29/1997 .
PE-1603-95
Atjgust 29, 1995 DRF'E°212-96
15.A11 vested owners sttal.l si,lgn and zecvrd prizrate rQad documents as
prescribed l~y the Spakane Cvunty Engineer. These documents shall be
reviewed and approved by the,Spokane County Engineer prior to recarding
with the 5pakane County Auditor. Recordi.ng nurnbers shall be referenced
in the dedicatory language of the glat.
17 . That the fallowing statement be placed in the pl,at ciedication : WARNIIVG :
Spokane County has no respb"sibility tca buiid, imprave, maintairx or
ather wise service the prxvate roads contained within ❑r providing
service to the praperty desc'ibed in this plat. By accepting this p3at
c~r subsequently by allowing ~ building permit to rae issued on praperty
an aprivate road, Spokane County assumes no ❑b1igaCi.on for said private
road and the awners hereby acknowledge Lhat the County nas no
obligation of any kind ar nature whatsoever CQ establish, examine,
sur'vey, construet, alter, repair, imprave, maintain, pravid.e cirainage or
snow removal on a private raad. This requirement ns and shall run with
the land and shall be binding upan the ❑wner, their heirs, successors or
assigns inc7.uding the obligation tQ participate in the rnaintenance of
the private road as provided herein.
18 .'I'he proposed plat shall iae I imprQVed ta the standards set farth yn
Spakane County Board of ComrrKissioners Resolution No. 9S-[]498, as
arrieraded, wha.ch estahlishes regulatirans far roads, approaches, drainage
and fees in new constructi.on.
15.The County Engineer has examined this development proposal and has
determined that the impact of th~s proposal upon the existing CounGy
Road System warrants the dedilcation of additional Right of way and the
roadway improvements herein specifie:d.
20.The applicant is advised that aclditional units praposed beyond this
propDSal and ZE-020A-55 shallixequire a sscond access to the site.
21. ThaC. the fQl lowing statement ` must be placed in the plat dedicatian :
"The private raad as shown hereon is an easement which provides a means
, of ingress and egress for those lots within Ghe plat havzng frantage
thereon. "
22.A traffic analysis accepter3 by the County Eragineer indicates that an
unacceptable 1eve1 ❑f service exists at the intersection of Sprague
Avenue and Tschirley Road. bue t❑ unacceptable 1eve1 of service the
applicant shal.l cantribute a pro-rata share far insta].lation of a
traffic sagnal lacated at the intersecti.on of Sprague Avenue and
Appleway. Xnstallation of asignal may result in reali.gnment of certain
roads and zntersecti.ons in the area.
23.The site plan of record for this prraposal indi.cates that 8`'' Avenue is
to be vacated. Na applica~ig,n for the vacata,.on of 8" Avenue has been
accepted by the County F~ngzneez at this time. Vacations of Spakane
Counr-y Right of way ar'e heard ~y the Soard of County Comma,ssiQners.
~
~
~
1-2 9 97 HE Staff keport for PE-18q3-96/ZE-46-96/PUDE-5-96 Page 20
Pa~e 5 ° _ ❑iJ2911997
PE-1803-9G
August 29. 1996 DRPE-212-96
24.The applicant shauld be advised that there may exist utalitzes either
undexgraund ar overhead affecting the applicants progerty, including
praperty to be dedicated or set aside future acquisitian. 5pokane
Caunty wzll assume no financzal ❑aligation for adjustments or relocation
regarding these utiliCies. The applicant shauld check with the
applicable utilities and Spokane County Engineer to determine whether
the applicant or utilzty is respdnsible £or adjustment or relacation
casts and to make arrangements far any necessary wark.
25.The applicant shall grant applicable barder easements adjacent to
Spokane County Right af Way gez Spakane Caunty Standards.
1-2-)-97 HE Staff Report far PE-1803-96/ZE-46-96IPUDE-5-96 Page 21
To: FRANCiIVE SHAW, 5pvlcane Caunty Departrrient oi Build'ang and Planning -Hearing Examiner
I
Frorrr: 5pakane County Lltilit9es
~ i!yva.~ZYI~~.~
Date: 1120e97 S1~OKI1NE GGUNTY
5ubject Conditians of Approval i 4lAN 2 1 199],
Rlanning Activn Number: PE-1803-96 Type o# Actioea: 0,~'y+~~~# r.;VaIIdY)RidgW
. .
{,.l
,Appiicant: Spa. Valley Gaad Samaritan Viilage L+egal pwner: Same
Sewer 5enrice:
5504 The Dedicatian sha31 state! A CovenantAgreement shall be signed skatirrg 7he Owner(s) or
Successor{s} m'srsterest agree to authorize the Caunty to place their name{s} an a petition for the
formation ❑f a LfLID by petitivn cnethod pursuant to RCVIF 36 94 which the petition mcludes #he
❑wner(s) propsrty and further not to ahject by signing of aprotest petition agairast the formatron of a
ULID by resolution methvd pursuant to RCW 36 94 wh ich inclu des the Owner(s) property
PRC7U'IQED, this condition shail not prohibit the Ownet(s) vr Successar(s) frorrs objectiora to any
assessment(s) ❑n the property as a resdit of improvements called for in canjunetion with the formatinn
❑f a UL1D by either petitigrs ar resvlutsran undsr RCVV 36 94
55[}9 A wet (Iiue) sewer connection to the area-wide Rubfic Sewer System is to be con5tructed. Ser,ver
connectian permat is required. `
SS3 i Apphcant is required to sigrs a Sewer Connectiar► Agreemerst prior to issuance of permit to connect
5512 fipplicant shall subrrut expressly to 5,pokarre Gaunty Utilities ❑epartment "under separa[e cover', only
those plan sheets showing sewer plans ~nd specifications for (1 )Public Sewer Gonnections and
Faci2ities (2}Double Plumbing (3) PnVate 5ewer 5ystem Desrgn and Gonnectians (4)Dry 5ewer
Gonnectiorrs for review and apprioval prior to #he fnalrzatiara of the praject and or the issuance of perrnit
4o connect
(1)
SS15 Arrangements for payments af applicabl e sewer chargES must be made far pnar to issuance of sewer
connection permit
~
5517 Comment
The system wilf be owned and aperated by 5p❑kane Valley [aaod 5arnaritan and its successors
V9later Service:
1-29-97 HE Staff Report for FE-18,03-96IZE-46-96IPrlnF`-S_ati ~a~o
_ ~
WS01 any water servrce for this project shail be prvvicled m accordance with the Cavrdinated Watsr System
Pian for Spakane Gounty, as asnended
x.
1-214°97 liE Staf f ReparL far PE-1803-96/ZE-46-96IPUDE-5-96 Page 23
. . ~ '
ME M C] R A N D UM
DA7E: ❑ccember 6. 1996 p
7C]: ]o3Sii Pcdcrsvn aiid Francu3e Shav, Qiwisioti oI Builcli irg and P[annuig
~ ' r
:and Katkar:riile ' 4; Water Resources
FROM: ^ lt'end-aSinisv
RE: Commegit are far batli Z E-20A-95 aiid PE-18 03-96IPUI]-5-961Z E-4 6 -96
CC: F[LE
The appCicant states irt the SEPA CheckEist that gefltechnical tests will be performed #a
deterrrrine if dryweils uvifl work m the area Alang with the gev-repnrt the applicant needs to
evaluate smpacts to groundWater and properties downstfeam fram any proposed pands andlvr
drywells. New6y farrr°yed springs as weD1 as graundwater seeping m#cr basements is a sygnifieant _
probfem in tYre developed area sauth vf this pra,posal. Wdl] the proposed stvrmwater dispasal
systems, lawn watering and ofher developrttient activities cause spnngs and basement flooding
to develap on downstrearra propertles'?
I
i
t-t ~~..rL.1V ~ i.l
SP(7K,~-~HE CO'JNi Y
199I
I DIvIsIC)wa oF B,j;E_~.~iNG nND FI-ni rr41M
. }r
i ~ ' ~~~U~'~~~.C r G~. ~ , r_ ~ c t ~c:~• ; 1 ~ ~ !~]'a , ~f ' I r`~~l ~ 4
~I i(~•L1~~'~~'~•LI]~~' ..J> l~~~L~[--~~~'. G~ ~ ~
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[WepwnelstnrmLS;ormlKA7HRlhlME51GN1aa20a95pet84396aoc
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STA'TE C3F WAS}IFfv6rL7N
DEPAhTMENT [Dr FC:OLCJGY
46131 N. monroe. Suifc 202 •:5pvlcanr. Washington 94705-1293 * (:.09) j5f,-2976
Octoher 18, 1996
Ms Frarreine Shaw, Planner
Sppkaile CoUt3sy Planning Department
1 026 Wcst Braadway
Spvksne. '4VA 99260 .
I7ear iNs Steaw,
RE• Valley Radge
I`w'e reviewcd the watland repvrt for the aboae refes'e-rnved prvicct and evnducted an 6n- '
SiIe inveq#igatian an {3ctvber 15, 199$. FdI,L)W[Bg aTe ECDIOgy'y consments rcgArding; the
wetlands vn this sitc
l The wetla#ld bOUndaty ❑f we[iand A exnends Cul tlier south than delincatcd by
aFproxirraatcly 15 feet.
2 't"hC wetlznd boundary of wetFand Fi is wider than sliown, cspcc;ally on the narth ,
end
3. The wetland repvrt identifies weBland A as a31% ~uA y~0 Accarding cv 5,pa~~~e
Countj°'S Ctitical Area drdinance, wetlwid A woulrl be a C~~:~~~or " IlI~I vr.etlarad.
dt should be noted that a s:ce pflgn fvr the praposed deveCopirient was not included wit'h the
rriaterial 1 received. Without the site p3dn it was noc gassiblc fos Iiie tv dcccrmine if the
inaecuracies a#"che wetlatld SEUdy wuuld imPact the prvpvscd dcvelapmenr.
ZFyvu haVe asay questions regarding my comments, Q1489e Contact rne aY the abvve '
address, or 4091625-5 i 92.
,
SinGerely, _
. ~
~ • . _
iDennis Beich
Wctlands Biolvgi5C
i
D13 sb
valyfad& rlrK
cc Waync'Rtigers, Tay`ar En~ineering
~
t.911-
~_~er_a7 ~.r~ ca.,~c p..~..,,-~ u•._ : Sr~~qR~ ~7F'-ls~-~3~a/F~1 •5- ~)~i AaQQ 75
~
.
QFFICE dF THE SFC7KANE CBUNTY EIVGINEER
1025 W Broadway Ave, Spokane. W'A 99260-0170 (509)456-3600 Fax 324-3478
"ENGINE1EFt' S CONL]ITIOATS OF APPRDVAL" PLATS
To: Spokane Caunty Planning pepartme t
FRO~I; L7ivisa~on of Engineering & Roads ~
DATE: 01/22197
PROJEGT ; Va].ley Ridge Pud
FILE PE-1803-96 / (DRPE-212-96)
HearinglReview Date; 01/29j1997 10.3[] 3
5ponsflr,iApplicant: Spokane Valley Gaod Samaritan Village
Section Township Range: 24-25-44
Planner; Francine Shaw
DesignlReview Clate: {August 29. 1996 L 1:15)
The Spokane County Engineering Department has reViewed the above referenced
application. The fallowirag "Gonditians of Approval" are submitted ta the
Spcakane County Planninq Department for inclusion in the "E'indings of Factr
Canclusions and Orderli7ecxsiQn" should the request be appxaUed.
Frior to release of a huildiag permit or use of prQperty as praposed;
1. That conditional apprQVal of the plat by the County Engineer is given
siabj ec°t to dedication of right-of -way and apprQVal of the road system as
indicated in the preliminary glat of record.
2. Tha,t plans, profales and cross sections as designed to CQunty standards
shewing propcased street centerline and curb grades be submitted t❑ the
County Engineer far acceptance griar ta constructican and/or the filing
of a final plat; road glans ta be prepared under the directican of a
licensed Professianal Civil Engineer.
3. mhat drainage plans and design calculations showing the alignment of
drainage facilities be submitted tQ the County Engineer for acceptance
prior to canstruetion andror the filing of the finai plat. Drainage
g1.ans tra be prepared under the directiorx of a licensed Profassional
Ciuil Engineer.
4. Construction within the propased public streets and easements shall be
performed under the direct supervision of a licensed engineerlsurveyor,
who shall furnish the County Engineer with "As Built" plans and a
certificate in writing that all impravements were installed to the lines
and grades shown on the app_roved constructa.on plans and that all
disturbed manuments have been replaced.
5. No crnstruction work is ta be performed within the existing or proposed
Public xight-of-way until a permit has been assued }ay the County
Engineer. A11 work is subject ta inspectian and approval by the Caunty
Engineer.
CC: Applicant Spokane VakYey Good Samaritan ❑i11age
EngineSrlSurveyor LawxenCe Leinweber-°
Page 2
~ 4112911947
PE-18a3-96
Auqust 29, 1996 DRFE-212-96
6. AIT construction within the existing ❑r proposed Public right-of-way is
to be completed prior to faling the final p1,at or a bond in the amount
estirnated by the County Engineer to cover the cast of construction ot
improvements, canstructian certification, "As Built" plans and
monumenting the street centerlines shall be filed with the County
Engineer.
7. Raad design, construction and drainage control far righit-of-ways and
Stub Road cannections are the respQnsibility of the develflper.
8. The applicant should be advised that individual driveway access permits
are required prior to issuance of a building permit for driveway
approaches to the County road system.
9. Existing County roads praviding direct acCess to the plat shall be paved
to Sgcrkane County stanciards.
1D.The word "applicant" shall include the owner(s) of the property, his/her
heirs, assigns and successars.
11.T4 construct the rQad imprDvements stated herein, the apglicant may,
with the appraval af the County Engineer, join in and be a willi,ng
participant in any petitican or resolutican which purp❑ses is the
foxmation of a Road Impx°ovement District (RIU) far said improvements
pursuant tra RCW 36.88, as amended. At such time as an RID zs created ar
any Road Improvernent Praject is sanctioned by Spokane County, the
improvements required (curb, sidewalk, drainage coritral and paving to
existing pavetnent) will be at the sale expense of the undersigned owner,
their heirs, grantees and assigns. This provision is applicable to
Tschirley Raad.
12.As an alternative method af constructing the road improvement stated
herein, the applicant may, with the approval ❑f the County Engineer,
accomplish Ghe raad improverrtents stated herein by joining and
participating in a County Road Project (CRP) to the extent of the
required road irnprDVement. At such time as an RID is created ar any
Road Improvement Praject Ys sanctioned by Spakane County, the
irnprovernents required (curh, sidewalk, eirainage contrral and paving to
existing pavement) will be at the sale expense ❑f the undersigned rawner,
their heirs, grantees and assigns. This provision is applicable ta
Tschirley Road. 13.That the fallawing statement shall appear within the dedicatcary language
of the final plat:
i
Page3
~ 011'2911997
PE-18Q3-95
August 29, 1996 DAPE-212-96
That, in consideratson of Mutual Benefits now or to be hereafter derived,
do for themselves, their heirs, grantees, assigns and successcar(s) in
interest hereby request and autharize Spakane County to include the
above described property in a koad Tmprovement District (RID) and to
support the formatian of a Road Impravement District for irngrovement of
the road (s) described belaw by request ing and authori zing Spakane County
to place their name (s) on a petitian for the fartttation of a Road
Improvement District pursuant ta RCW 36.88.Q5U, or by requesting and
authorizing 5pokane County to cast their ballot in favor of a RID being
formed under the resolution method`pursuant to RCW 36.88.030; and{or by
nat filing a protest against the formatian of a RID being fcarmed under
the alternative resolutian method provided for in RCW 35.88,065 and
Chapter 35.43 RCW.
If a RID is proposed for improvement of the road (s) described below,
said awner{s} and successor(s) further agree: (1) that the improvements
or canstruction contemplated within the proposed RID are feasibZe and
(2) that the benefits ta be derived fram the foranation of the RID by the
praperty iricluded therein, tbgether with the amaunt of any County
partieipation, exceeda the Gost and expense flf farrnation of the RID, and
(3) that the property within the prQposed RID is sufficiently
developed; provided, themselves, their heirs, grantees, assigns and
successar(s) shall retain the right, as autharized under RCw 35.88.090,
to abject to any assessment(s) an the property as a result of the
irtiprovements called for in conjunctiQn with the farmation of a RID by
either the petitian ar resolution methad under Ghaptex' 36.88 RCW and to
appeal to the 5uperior Cour~ the decisxon of the Board of County
Commissioners confirming the final assessmerat roll; provided further, it
is recogrrized that actual assessments may vary frQm assessment estimate
so long as they do not exceed a figure equal to the incareased true and
f air value impravsrnent (s) add(s ) ta the property.
Ft is further acknowledged and agreed that at such time as a RID is
created ar any County Road ImproUement praject is autharized by Spokane
County, the improuements required shall be at the sole expense of the
owner(s) of progerty within the RID ar served by the improvements
wi,tYiout any monetary participation 1ay Spokane Caunty.
The RID waiver contained in this agreement shall expire after ten (10)
years fx'ocn the date of execution below. This provi.sa.on is applicable t❑
Tschirley Road.
14 . The County Engineer has designated a Local Access Raaciway Sectian for
the improvement af 8th Avenue which provides access to the propased
development. This will require the additian of asphalt which equals 30
feet in width. This paving shall include the design and constructios-i af
a standard cul-deysac at the west end af 8th Avenue and extend to
Tschirley Raad. Since this strip paving is an off site impravement, the
construction of curbing and sidewalk is nQt required.
15.The private roads be impraved to the applicable Spokane County Standard
for private rnads.
Pagey 4
D112911997
PE-16C13-95
August 29, 1996 DRPE-212-95
16.All vested Qwners shall sign and record private road dcacuments as
prescribed by the Spflkane County Engineer. These dQCUments shall be
reviewed and approved by the Spakane CQUnty Engineer priar to recording
with t2ae Spokane Caunty Auditor. RecQrding numbers shall be referenced
in the dedicatary language of the plat.
17.That the following statement be placed in the plat dedication: WARNING:
5pokane County has no responsibility to build, imprrve, maintain ❑r
athex wi,se seruice the private raads contained within or providing
service to the paraperty described in this plat. By acceptirag this plat
or subsequently hy allowing a building perrnit ta be assued ❑n property
on a private road, SpQkane County assumes no abligation for said private
road and the owmers hereby acknawledge that the Caunty has no
obligatian of any kind or nature whaC.saever to establish, examine,
survey, canstruct, aYter, repair, improve, rttaintai.nd provide drainage ar
snvw removal ❑n a private raad. This requirement is and shall run with
the land and shall be binding upon the oraner, their heirs, successors or
assagns including the obligation to participate in the maintenance of
the pr%vate road as prQVided herea.n.
18.The propased plat shall be improved tra the standards set farth in
Spcakane County Baard of Commissianers ResDlution Na. 95-0498, as
amended, which establishes regulatiQns for roads, agproaches, drainage
and fees in new constructi.on.
19. The County Engineer has examined this develapment praposal anci has
determined that the impact ❑f this propasal upnn the existi,ng Coua}ty
Roaa System warxants the dedication of additional Right of Way arad the
raadway improvements herein specified.
20.The apglicant is advised that additional unfts proposed beyond this
grapasal and ZE-020A-95 shall require a seccand access ta the sste.
21.That the folTawing statement must he placed in the plat dedication:
"The private road as shawn hereon is an easement whiGh provides a means
of ingress and egress for thase lots within the plat having frontage
therean."
22.A traffic analysis accepted by the Caunty Engineer indicates that an
urnacceptable level of service exists at the intersection of Sprague
Avenue and Tschirley Road. Due to unacceptable level of service the
applicant shall contribute a pra-rata share for installation of a
traff zc signal lacater3 at the intersection of Sprague Avenue and
Appleway. rnstallation of a signal may result in realignment of certain
roads and intersections zn the area.
23.The site plan of record fQr this prapasal inda,cates that 8 t'' Avenue is
to be vacated. Na application for the vacation of 8t'' Avenue has been
accepted by the County Engineer at this time. Vacations of Spokane
County Right of Way are heard by the Board of Gounty Cammissioners.
1 Page 5
r OZ12911997
PE-1863-96
August 29, 1996 ORFE-232-96
24.The applicanG shnuld be advised that there may exist utilities either
undergraund or averhead affecting the appZicants property, including
property to be dedicated ar set aside future acguisitiQn. Spokane
County wi11 assume na financial obl.igation for adjustments or relocation
regarding these utiTities. The applicant sho~ld check with the
applicable utilities arid Spokane County Engineer to determ$ne whether
the applicant or utility is responsible far adjustrrtent or relDCation
casts and ta mabce arrangements far any necessary work.
2S.The apglicant shall grant applicable bcsrder easements adjacent to
SpQkane Caunty kight vf Way per Spcakane County Standards.
. . ~
M ~ 0 R A N ❑ U M
DATE: December 5, 1996 TO: Tohn Pederson and Francdne 5haw, Di►~isian of BulIding ar►d Pl~g
FRaM':- ~irn. s and Kaiherine , Water Resoueces
RE: Cvmment are for both ZE-20A-95 and PE-1 8 03-96IYCTD-5-961ZE-46-96
CG: FU..E
The applicant states in the 5EPa Checklist that gevtechnicai tests wiff he perfarmed to
determine if drywells will work in the area Along wi#h the geo-repart the appficant needs #o
evalua#e impacfs to groundwater and prflpeMes dawnstream from any prapased pands andlor
drywells. Newly farmed spnngs as well as groundwater seepEng into basements is a signific.ant
prvblem in the developed area svuth af this proposaL Will the prDposed stormwater dispvsal _
systems, [awn waterirrg and ather develrapmerit activities cause sprirrgs and basernerrt flvading
to develap an dawnstream properties? 1SNeptvnelstormLStormIKAT14RIPlBpE51GN1Za20a95ps18D38B dac
SPQ N]C C(]iJNTY HEARING EX IIVER
In the Matter Cancerning Vailey Ridge PC-1803-96; }
ZE-46-96; FUD-5-96: Preliminary Plat and Zane, NC)'I ICE QF
Reclassification ftam Urban Residential-3.5 (UR-3.5) tn } riUBLIC HEAItING
Urban Residential-7 (UR-7) with a i'lanned Unit )
Development (I'UD) Qverlay 2ane }
)
Applicant: Spokane Va11ey Gnod Samaritan }
TO: A!1 interested persans, and property owners and taxpayers witllin 4(]4 feet of propasal, as listed
Qn Spokane Caunty Assessnr's recards.
YOU AFZE HEF.EBY NOTIFIED THAT A PLJBLIG HEATtING WILL BE HELD ON THE ABaVE-
REI'ERENCED LAND USE APPLYCATIdJN, AS SET FQRTH L31GLDW:
Ilearing Date: January 29, 1997 Time: 1[]:30 a.m.
P1ace: Commissianers Assembly Rflam, Lower Leuel, Spakane County Ptiiblic 'VVorks Building, 1426
West Br4adway, Spokane, Washington.
Prap osa i: PE-18D3-96, ZE-46-96, PUD-5-96: Preliminary plat to subdivide approximateIy 19.5 acres
inta 28 lots for duplexes and a 2one Reclassification from Urban Residential-3.5 (LTR-3.5) #o Urban
Residential-7 (UR-7) witli a Planned TJnit 13e°veloprnent (PUD) Overlay zone.
ApplicantlDwner: Spnkane Valley Good Samaritan
17121 E. S" Avenue
Crreenacres, WA. 99016
(549)924-6161
[]wneryS Designated Contact: TaylQr Engineering
Frank rde
106 W. Mission, Suite 2[}6
Spokane, WA. 99207
(509) 328-3371
Locatinn: Generally lacated'/~ mile west af Tschirley Raad in Section 24, '1'ownship 25 N., Rcinge 44
EWM, in Spakane Gounty+, Washington.
Znnireg: Urban Residential-3 5 (UR-3 S)
CompretiensiVe Plan. Llrban. '
Lnvirtanm+ental Determination {SEPA}: A determinatian ❑f Nansignif canee has been issued. The
Division af BuiPding and Planning is the lead agency. The ot'fcial comment period ends Tamiary 27,
1997.
Related Permits Nat Ineliided in Applicatian: None.
Division of I3uilding & Planning Staff Persan: Francine 5haw; Plaru3er II 509-456-2205
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SPOK,IKE EX1'IRON'XExitii oanlnANCt
(VAC 197-11-966) SecCton 11.10 730{11
Envtranr.kntal Ghetkllsi ~~~i ' ~-+F ~,i ~
fslrko
Purpose of Checkl4st Tht Siate £nvirornrenC41 Anll[y Ac[ {SEPA1 chapirr 43 25C RCLf, rsqulres ell gaveern"ntal agen[9es to [onslder ihe enrlronmenial 1iap+CLS of = prapoi+l
bslor[ nakSny den xians An fnvironmental lmpaZt Stasement (E15) must he preparsd !or all praposaYs uith prss6+hle slgnlfl[+nC adrersE 4npbtti on
ihc quallty af 4hc enrlro munt TMe purpnsr oF th{s therkllzl fi ta pro++Sdc tnfarma#lon to help yau ind [he xgency ldentily lmpacCS fron yovr
prppasal (and to reduce ar yvaid lmpac[s from [he praposal, if 1t can he done) and [o help the sgency decldt xhethsr an EIS 1s rrqvSred
lnStrucCluni far JtppYi[inSs
Iht s enrfram+cnta 1 eherklls[ aaks yad t❑ descr36e sone 6assc lnFornwtlon abau[ Your proposal. Lavsrnnrrnta9 agencie3 use this ehrckllst ta decer*nSne
whethcr the envirGnmer~Eil SmpatLs of yqur propv%a1 are slgnS(iCan[, requlring preparatson ryf sn E I S Ansuer the qiueftipni hrSefly, viih Lhe mcosi
pracl5e 1nForna[iOn knarn, ar glre [he hezt dexcripCSOn you [an
Tou n,usC ans++er each qvestSan aCCUrat_:f -44 1y, tR ghe EeSt o( your knqwledge Sn mpSC [asrs, yw shauld 'he ahle to ansvrr the queatlens
PrVZ your avn ohservat4qrts ar Qra}ec4 plans 5+1thaut tht need le h9re exRlr[S. 1[ yau rerlly da npt knox Che Ans~er, or 1f a questian dbez not apply
to your propasal, vr9tr 'dn naC knv,r' ar 'dars nat apply ' Cunpla[e answrri to 4he questlons nr'w may avold unnreessary de L ys 3a[er.
Snrae questfans ask a6wt gvrcrnmental rrgv1atfons, sueh +s IQning, xhorcllne, 4nd landmark defSgna[ions. Answer these qurs[tans t1 yau ean lf yo-.+
Asrr pr-ohlens, tha ga++errmenteY ageneie5 ian asslst yau
7he ehe[kltst questSons apply to al3 parts of your proqosal, rvrn 1( yov plsn Co da thna avrr a perlod oi tlma or on diFlaren[ par[els of lend.
.Itcach any additlanxl 1nFvrmatlan that x111 descri6e yaur ryrppasal or l[3 enrlronrrental r!!e[[s. Thr agency to YhSch ypu suhmlt Lh1s checklist may
ack you ka rxpSeln your sns.+ers ar pravtde 4ddiildnai Infor}aatlon reasonahly reiettd ta de[trotnSng Si [here may bs signArlcan[ adversr lmpacs.
Uie nf [he[ktilst fRr nenprpjrct prepasals:
Camplcte [1rSx chetkltst Ear nonproje[t propasa]s, eren though questlens may 6e an3xrrrd 'dats no[ app1y'.
If1 AODlT10k, tn+qlrte che SEIPPLEHEHiAL SHEEi FQR NOYPROJECT A[7[ONS(Par[ 01
For nonpra,}ect scttons, ;he rrferencex 1n the therkl4s[ to the +.vrds 'pra,}ect,' 'app31c+nt,' and 'property or slte' yhould br reed u'prapoYil,'
'propDSer,' and 'affe[ted geograph9t ares,' respectfvaly
A. S/.CKf,R0UY4
1. oE yrcpased pra)ec[, if appfl[a61e• Sr~~Fl[? Ua11PV (;nf7Cj .-'SiaIC13rltc'3n [Zet1rE:[p 1'] . j}1~1i-,-rpG.'
. , -Ec..:.-ety 9
2. Vlm af Applitan[ S-PQ t~ p. Val,ZpV r4(7C]d c~awaT`1 Laj'] v'{ iie-P _
J
5. Addrrss and phane nunber af applicant ar Cantaet persan. ___Y,. 17121 .lqhfi,r AVPTILIE. EiYe9j73Cre9. TnTA qq01-5
{ da[e checklitt grepared. ,T17'flP I q. ~qc)h
S. F.genCy requesting checklist. St]D'xaIle {joL]I1tY DiV1SlOt7 t]f Bll11dl11q aI1C3 PlaIllllnC7.
5 Frapased tining ae S0cdule (InCluding phasing, tf app11[a~le}
Canstruction is likelv fi.o occur in two to three ohases with Phase I
kprlinning i n 1 qq 7 _
7. a Oa ypu haae any p1an3 fnr fu[ure iddltians, expinslon, or lurther +ctirity rcla[ed ta or tannec[ed +rRth khis orovosilT Tf yes, er~alaln.
NQ
h. [7o you vvn or hsrr ❑piions oA land neu6y or ad,jasrnt to th4s prppvsalT [f yes, a%pl+1n.
Yinc _ An~t-s1 irant ov~py ~~7~ oxi ma~-..~Ly 1 Fil~ aF'~ dp,t t[7 thx~~a1,~t s~,Q .
B. List any envlronsrn:+l 1nfbra4[ion you knar a6out that has 6 an prepared, or wf11 be preptred, dira[Lly Ycla[ed to thls proposal,
SEPA Checkli.st and associated infarrrsatian far ZE-20-95c and for the
r,gtireMent anartments to the East.
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[~kc lgs-u-sr~~ st«soa Ls lv saa(i] swox.vr~ z'rrsRO;r~c.~ac, anntKn:rce
~~~Q~~ [COGLLoutd]
9 O°oPp I` y~~cr~~1.1'i~ioy P`pdin~ for yo+ernmentai ppeo.a L'oE ochcr propof•L. dlrccClr a1lec[ln; thc prvpercr cavercd
b]' 1auC
TO1r1T'SP 1C7~("aT~FT'7 10 S.d.t ae7 gareromenc approv.ks or pernLtm th.c riL1 6< needed
lne poqr propam.l, lf ! oun
Annrava7, of zone chanqe, P.U.D., er`[gineering drawinqs, applicable
f-ntlStri-zcti❑n and huildina permzts, Baundary Review ]5flard appro}nl of
e-xtens;_nn of water lines outside of Cansolidated Irzigation District,
approval of 8th Avenue street vacatiQn.
11. Lirc a bcT,c(, 4mpleC4 dercrlpcivn a{ rour propea.l, lneluding thc prapo.ed wem xnd the ai=e oP the pro]ec[ and ~►Ce he=s arc sereral
q-3[Sons ]yacer Sn Ch3. checkll.c ch.C ax$ rou. [o ds.crLEc seruin aapee[t ofrour propod.;. Ya.. do nac need to pepuc those anavera en eh.l3
Pa6c
7rSnp c-hanae from UR-3. 5 to UR-7 with P.II. D. orerlay to allow construction
Q_iF aR ' pxPS_ and , a~~oc i~i:ec~ i mnrovements an 19.6 acres.
1= lneaCioe n( c1.. propn.nS Cire •4191CSsR[ infaruatlon !or a perdQn ;o un4ar.6and Chs preci.e lac.►[ivn o[ yeue propqoed pra}eec. LneluSLnr a
.[seei addrea., if nt. .nd aeet4on, covn.hdp ~,nd r.n;e, il knovn I! a propoa.l vuuld accuX orsc a zange vl area, proride Cfss [ange or
6oundsrle0 o[ che alcc(~} P[ovSds . leyal descrlp[lon, sScm p1an, rt[Tn![y asp, .nd CvpQeraph.ic a.P. lf rea.rfu6ly arclk4Llc. 1lhile 7vu
at1-4 1d aukeal[ anr pLaaa rsqulred bx chr gcner. yay are not Yequlred [n duplicate n.p. er dccailad pLan4 .utrni[[ed vLth •ny paTni[ app3lcaLdan
reLa[sd ta ihia ct+eek'Llae
h Avpnue, West, of `Z'schirley Road, Greenacres, WA. (Sec.19-25-45)
13 8oea Chr propoaed yction 1ie vl[hla [he Aqylfec Scn.itlre Arsa `ASA)I ,-he iCeneral Sav<r SePV1ce Arei' Fhc Pr4ortry $evar SePV1cc Area' 7he
rtfY aL Spr'I-aael [Sce: Spokane Caun=y+F ASN pveriay Iene ArL.e !ar boundxrier].
ASA, G55A. P55A. .
-o cz carFL„-:ro nr krrl.ica.*rl
n. n.viao~,r.u ~.^r'rs
Evaluasion Fer
~a~~ey u~e anlr
~ CeneraY deasripcten of che scte (elrGle onc) iLA c, rc1l[n,y h111y, gteeg aYopem, ■ount at ao~ m
ocher
Genpr ~~~~~~fSalDilg, Lhe nC] rth
7~~r,scc~ A 5 +
b 'lhac t. [he iccepe ii sYope an [he ait
• Iappraxlnare perccn[ alopeJ'
,
e ~h+t geoeral [7rpei of vnlla axc 6ovnd aa clu ai[c ([oe eas.svpPe, e1a iasd, N
y f i • ..'L.• ~ .
lf rou knav rhe s1asalfSca 7+ avavel, a[, sue'4]' 1, f • .
[£an of aigcieultural 40ilo, .yeellr [heo and no[e an
r princ LaralAnd. , , . .
~ } ~ ~ ~ ~ , J`'•I I' L,• r/ ~ '^.•S_ , • i.-
~J[,! J ~ r~._•,Ji ~'L - ` ~
d• ire Cherc 6ur[.ce Sndle.tLoan oT hSaCOr7 of urucahle .oEl. Ln ghe t-ed;•Et vtelni:rl If ~Al
dc.cribe
f l`e' ~~y"'~
.i:
i
SP6KAHE Eri'd;~flHriEK7AL 'CRdiHAYLC
{k'qc 193-)1-9601 Seccivn 11.10 276[1]
B. CNVf0.61WER1A1L ELEMCHTS([antinutd}
Evalvatlan For
Aqency Use Unly
e Descrthe the purpoSC. Yypa, and apprstximatr quanClt us ❑f any flllfng or grading praposed.
Ind54d[[ Saur[S 9! {1]I,
r"rn-cli n~ i-n (-.r2ate road5. 1rista1L utilitie5 dnd Cre3te
buildina Dads. Fi11 material wi11 be from local sources.
f Lould eroston ac[vr as a resutt ❑f clpar1ng, eanstrvctlan, or uztl [f so, generally dcaerlae
Minor wind erasiqn during construetion.
g. Abo-ut xhzt perCtnt af [he s4te u111 he eavered vlth impervlovs surfarrs aftrr projrrt epns[rue- -
tlan tfar ex+r-ple, esQhelC or hu(ldinqs)l
nn~rn~ma.~~.ly tnr_ludinq roads, buildinqs, driVeways. .
t7arkina Zots. etc.
h, Propoxed mrasurez to redu[e or eantral rroslon, 4r o[her impacts [o the earth, 1t any
Wataripa to keep dust to a minimum. Re-veqetatinq a1T
.7; cttirhad ar ~c
2. AIR ~
a. Vhat type af eaisstons te the eir would result frAo the peqpasal (S-e., dust, autcnob4lr, olars
industr{al, woad sn-oke) d uring corvstruttlon and uhen [he pre}er6 is [ompleted' [I sny,
gtneratly descrl6e and glve aPPrax9mate quantites 1f knwn.
Vehicular emissions. -
` ( •4 "
F'--- ~ . .
b Rre Eherr any ot(-sl[e Saurces of e+alfslons or ador tha[ aay affe[t ywr prOposal' If S6, ;I ~,f.~~;,~,~~T t.•` r i
s~
generaltiy
ND
c Prapased +ntasures ta rrduce or tontrol emly5lons or othet SmpaCES ta air, If any'
~f•t r'! 1 [ ~
t~ `j 1 ` ~ ? }
1 !
3, uAiER
a. $urPaCe:
(1) ls thers iny ss+rface uater hady an or in the lmmsdt+te r1[lnity af the aite 1nclvding year-
round and scasonal s[reams, saltuacer, lake3, ponds, retlandx}? lt ycs, destri6e lype and
provlde namrs. If approprltte, stats vha[ streact or rirer It f'lows 1nto, i 4.
Therp are twa small nondincf areas which meet the ._~J ~ f
l t ~ , , ~ / t. "f
rri Fpria fC}r wRt.l anel deSiCXT13tZ[Jri.
I ,l I ' % ~1~~~~ `y~~~ j /P ~ ~1 -~~~i~• • f' le 4 ~F
0~} (ect) `he desCrdbed
(2) 1i43l the praject requ(te any work arer. 1n, or adjecent [o [uS[hin 2p}
uaters' If ycs, please deserSbe +nd it[ach arailahle plans.
Yes, see site plan. Building wi11 meet applicable , , ~ 1~~=~, ~
setback and buffers.
' s►Yirru¢ ~acsRO~ arasKnn~
~[JAC 147-11-9501 Sactlan 11 1Q.rp( 1]
6. C[[VIAGtMZN:A1 LL.lt~R^5 (caotieuad)
[+~~iy.ilen icr
( 7] C.slowc. ch. a wn.t a! !s 11 and dredZ. ..[rr1wS cR.c wuld pLced "Ln cr reraY:d [ro. [hs 1.5.ncr tla. !]n1y
.urtac. wter ar vccya~o exW indLe.ca che ora. of tAe .ica Ctsac -ld Bc ffacccJ IRdIiaC`
[he oWpCe a[ {L11 ssLeTial
None.
(s) Vlll [he propa.al reduire .url.c• a t.[ vtcl+dravole ar rfiraTalona` LS w. gcnsr+l d4apC39-
[lon, iRd L~QYOF~RlC4 quantlClr~, iF
No .
[ S ] flcIco the vevpa.aT l l e vLchln . ldcYjaar llaod'pLaln• TT Bo, eacs loc.aeian an th~. I L t e p L o
Nn.
I41 D"d e1r: prapvul Lnvalxe anr diotluraii of rute a+c+rlald to .u[!ac• ~+stere3 1[ gy.
dsserlLr eloe rrp.~ o[ v44cO ■nd &n[Seipated rolur al dlachsrZa
lVfl .
L ~round
(i] Mllt 9rava4v.[er be YZtZ{4[ow11, Oi rtli +r+csr 6a di.cltarj.d [o `TDUTdVa[¢'Pl 6Svc teyqt&l
dr.csipclun, yurpa.r, and aPPVaaSh~ate assancicir., !t kapwm
No .
beieri'6e ua.te a..crr1.1 thaG viiT M dlecharlid Lnco ch. f[w na [ra. .rpeic trnki or o['h4 C
aabL€srg ra.ie [r" wni lacllle7 famscrSbe shs Itrner+l Lx. of tF. a7.4 M, iPa mm.beq of
house+ to be ie NQ[f (l( appLLeahlr} or ihe ausber o[ parsnoa en. Eyeee.(.) .r. •:p..gtsd ta
.srve
None.
9s.crlhe anr •r.cesa, ocMr ehan [ha4o d.ai;a.d [or c'h. Alapa►.1 a! "aleary rucs.
lnr[slled !ar ine purpa.c of dloch.rCiaz [lulds balor thr =rvuod .urlacs (Includ.i ay9ioccy• ~uch
[ha.a for ;he dlaqc.yF of acora racer ar drrlwg. Srw Plawr dralo..), ps.[sI 6r ehr t., af
aydcan, cFr .aQUnC al eae@rial cn be di.po.ed of tnrougn sM Ny.c.. .nd che typ.0 oi r.esri&lo
1Ske1y [o h+a di.pvsed of [1ncluding .ac•Cyils vhlch ur .ocor ch. q.Cdr yoad..rconcly Lhrvu`h
op111• or u a Y4"c of itreElnctlns •eSS+S[1~~~.
DrY'w~lls may be used f4r discharging stornwater.
Geotechnical tests will be perfQrmed to determi.ne
suitabilitv.
(8) u111 .ny ehmlciL• ie.pecs.iir organ![ io1.a¢io vr pactuLsw luclel ba o[actd Sn aya.e-
gsvund ar v¢dergtoua6 sxarage 2a¢ka" IP .o, whac ryps. ani qu.ailC1.. of ~.ac.r1&1• ri1Y L.
+[bred'
No -
6
~rz~r..Lr_ e+mao4^ekai. oRat~~u~~
[v~,C 197-14-986) Scccian I1 1D F7[1{1)
3. CN`R7tG~t~+~3. bt~w"L~II;S LeontLnuedl ~ ,
Lv.luatioa ~o~
r.gsncy [1+s ONy
[9] +-'h.c procecelve aea~ure~ Gil3 6s e•ken cv Snsurs cFuc le.1eF or rp111. a1 .nY chenlesle
-tored or vped on .iC< -S,ll rtat 'pe alloved io percol.[< [o ;roundva.at (thl. SoSluds9 aeasursm
to hcep ehenScal. ws diipa..! yvece@ dr.tti6ad !n 36(3) 4d )b(])T
N/A ^
z Watcr 7unoli{in~ludln= ~eora v.eerl
[1) Oe.erl6e [hs .ovicee oi runalf (Lneluding s[ora v.isr] •nd ■sttiad of ealicccSon snG dispaial
SF aryy ~tncsude qwnclCie., if knovn) Lfheee vihl thlo •e[er PSv-' ulll [hl+ uwcec ilor Sn(e
bchec v+tera` It o, deatribe
Starmwater will be routec3 via curbinq and qrading
t.o detentivn Donds and discharqed to ndtural drainage
wavs. Drvwells wil.l be utilized wheze apprQpriate. -
(2] JS11 rny Cheulca1. he lto[eE, handled or -d tln She mi[s ln a lo~.[Son vhere a ap111 Qc
lcak vSkl drain [o avrfau aG gcovrtdvate[ o[ w a srorn v•ccv ]Sapo ul +ya[= dis[hAra{ng [o
surC+[e or jraunr{+ncW
No
(3) Could ~•.te m+cecLal. en;ar Yrw.nd oa ■uPlae¢ wter58 id sa, 6anereSl7 de.erlba
hrn
d frepaaed aeaavrea So rsduec or eeniraF ■urlaer, eeeund, .nd r.lnodf r.ces iepece., ttl .ny (T[
c ch~ propo.ed actlau liet vLckin [Ac I.QUIfe; ien.ic3v. Arem bs e.pecL.117 elear on erplacuClaoa
r xelacfng to 1+elll[1st caneec¢InS Ststion. 76(~), 3b[S], and 3e(2) vi this eheckllsty
T}'ra a nage_ GFi J,1 _,p r rLj_j.QC_ted and treated Der Spakane
t'011nt-v r; ~`~r nes far Stdrmwater Nfanaqement,
~ P4.+.YTS
a +:hee'~ ar C1(e1e [yyc o( rcasea[San found art e'h. ics
deciduaue ctee +.lder, nsyle aapcn, osher
X ercc=rten Cree. !r Csdar, lnm [her. ~
X rhru6s.
C +
a.dcura
crop n[ KraAn
_X -e[ moil planCF, Caag;a11, 6uCCercup, hu1lru.h, akunk c.Lh.;e, [hec (Zn wet1an[JS} ,
"csr pltnc.• ~cer lE1kr, eelcr..+, rlLlo41, ochcr
X ocher syps. a€ retetaCfan
b Vh+c klnd snd aaeun[ o[ Weaetaelan vifk ka sm.aved or lrered•
ari mAri 1 v riatiaral Qrdsses and a few i]ine trees.
e LLic chceacened or eadinaeitd .,pecl¢m knos.n ;0 6e on or ncer [hs nlsr
MnnR ]cn nwn
8. Pt9PasCS 1andeeapSng, ude af w Cirs p L nt., o[ oihec ■e.aurc.+ ca pce~.zCre oc snhaoee veeeiatloo
on eng .sce, ct any: Rras,arjrair_i r-in n_f al J uQrrp~,at i nr~ wi,thi n
W4't].ax2d 'hiff?I' argmPa and ac; many pine t awq
E~ctensive ornamental landscaping zn common areas.
s .
SP(KAPiE frt71a[XE9frCIAL OR.OI1t1RCE
(VAC ]97-11-960} Sec4fon 11.10 239S11 ,
8. EMYIRQIR7$!iTl14 iL,II1EFiT3 (contlnusd)
Eva1ueNan For
agrncy Use 6nfy
S xNSM+u 5
a Cfrcle any 61rdy and anSnals rhl[h hire been pbierved nn Or near tMe s1[e or ire knarn to 4e an
or near Lhc SItE.
6trds na~k heran, eag] sang~ird aeher: L~p~-anC3 ~~.SCEe ~]7.rC~S
m.snraals d . 6cer elk Cenrer, ~ Smal3.er animals T1dt1Ve to arLa.
flsn: pasf, salwan, trout, hrrring, 3he15f4sh, athrr:
dCner'
Ir Lfst any [hYSaCene' ar lndangET[d SplCies knp.rn to bt on or nmr the xlie
N[31"le ){_T1C3L+'n.
c. li [nr stlc pari af a odgracfan rou[e' 1T so, raalaln.
__Q -
d Pr9postd aeaiurep La presfrre ar enhanze wlldlfle. 1f Anp.
Preservatie1C1 g
vege~.atior-~. Ornarr~ental landscaping. J
5 ENERGY Anp r+ASllAAL RESOuRCES
a uhat klnds al cnarqy leleCtric, naturaS qes, waud stowc, solarf w411 be used to 10'rts the
tha ccmqleted project's energy needs' DeSCrlpe rikrther 14 rxll he used 1or Aeet9ng, mnufac-
turing, e[C.
E1ectricity and Natural Gas wili be used for all
enerc;v needs.
8. 4dpuld yaur projeCC afferF the patentleY dii ef go]ar snergy bp adJa[eni proper'C1ei' Sf =o,
genrrally EcxCr46c.
No .
c. ldnat 4inds ol ener4Y corvsenratlon Iraturst are tncludeA 9n ihe plans af tfl4,y Prayesalr 113t
o[r+er prapased r.easures to reuuce or Cantrpl enrrgy 4apaC:s, iP any,
( /•~'j,~d l _ _ ~
Thase specified in the U.B.C.
~ i.
~
7 ENvlROrtnENTaL HEALTH
a Afe tnerZ any rnrlrarmen[al healtn haaards. Ixluding e.cosvre to taxir entyica4s. *4sl bf Ifre
and e,splOitOn, Splil, Or hBiarECVS wa4tt, [hAf CGVId aCLuF ii ► rl3Yli ff1 CAfS prvpasall =f gQ,
desrr4be.
Nf'1 .
(11 4escrsnt spsc9a} eurrgenGy asrvltes tnat b1ghC bs rrquired
Nflne relative to enviresrimental health.
6
" eror,UTE
(vAC 197-11-450) iqccton li.16.879(1)
E. !'M3sOMKL2iSJL ^D02r.S Lcanclawd7
L.+lwtlan ~ct
~ • Adency Q.• 0n17
L:7V11tt7KWt;AL EMAZ-H ([6a[16vrd)
(3) progo.rd sea.ure. [o [eduCr as Cu¢irok .nvidn0rnta1 Lsal[h luaasdm, 1f av7r.
lW/ C7
.
p Yolar
(F) Vhya type. oF oai.. sTac !n th. area rhZch v' olfect ywr pro]ecs [for srca.pka LraE[lc,
.quLp.nnt, opstaRluo, oths['
hFone other h'haCt minor vPhicular traffit^. '
[21 Vh4[ qpes .ad lrrcl. af nelae rou..lld b4 cru[n1 tr7 ar aaaaciaird vLih tha proyecL on a
~rinrt-cecv or a 1on;-i4ru bail. ((ar exaaplr [i+flit, tanci++cclaa, op•ra[loo, act+Or? lecfleate
+rhat hnv ra nalae r0uld ca.r. teo. eM @l[4. .
Long term: VehicuZar traffic.
Shart 'PP 1"m • 11ohiF`l l lgY f~,,,ra f f i r- f rnm +-hr:n .~•r-.~~,~rl
eqll1p[[ICYYte Il{7Z5e5 .
(3) r[npa.sE 1a4aure to redaeo ar eantcal nolee impacu , il aa7.
Limit constructian ta day3.ight hours.
E L1'[6 AH9 SHUAELIIIC llSE
a W'1aL ti [ffe Lu[[[nC w6 9t SMR •1[S lild adyaean¢ prop.rt5ea'
Undevelaped, with existing maintenance shed. JJ
L Ila. ehe slea teen u.sd for .grSeuScare• lf a, d..trlD. ,
Na. 'J.~i~~,~~
y11`, i._ Ir 4J~ ~ 4 fft ■~FA Y~Ja~ sk.~ l~ ,+1
7
'I,
/
c ~1..crTba •ny sLrvctur.m on chr .6ce. Maintenance shed, which
l j'•~• l.r•' s i,~_~•~'
wi3l lae relocated.
d WS1S mny s[rueCUrzn ba dcvolishsd+ lf go, vhSchT 1"IQ .
. V~k.c f. che cvrxene eootng eYi..3llcaciao of ch. .lee' UR-3• 5 a~d UR-12
.
[ Vh.[ i. ch~ current ewprehsnaiws pLsn d.algna23on Qf eh. ~iLe' Urban
g If •gplleabls, ++hac ia che eurTant shaacl4nR s..tar progre+ dr..lgn+ciao of xhs itce'
N/A
h Itae aoy y.rc of the rite beea cif..llled EF aa `rvr% ra~aully NOaSL~YN~ l6La' 11 aa,
.pscifx
There are steep clzffs and small vietlands on site,
bowPVPrr._ 4'P[5 p Y,t 4 tba cl • •
°environmenta~~lx sensitive~~
s aPPrn:im.cesY w.~ -o
y R.op1e v r4oLde vY vrrk [0 2t+c Ca.Plse.d prn}sccT ppLrQX11'[ta
100 peaple would reside in the campleted project.
:
SI'~7~l:fC L`[7i7PT'SLtfCAL ~AxRFHA~lC: _
(uAC 197-11-960) ScQtdan 11 Fq 23U(1) L_ EN'+II1S01iiu1CsA3_ sLL^'iLNrs €cencl,n.ad}
_raS.~.tlnn FoY
e.g=ncy u.. aay
y kpproxi-cely how m..17 P•4vkc .auSa chc sooplccea proyxcc dt.pl-a' NOne
k Prapooed ds...urea [o •raLd or tedusa di.q1•c rosne snp.cc., !3 .ny
NiA
1 Propa.ed ae..urca Ca encucs Che pragasai If eamp.[SQ74 dT[h exia[la; .nd pro}ecced Lnd +usa +nd
plan., lf .n7 ~
'I'h~ oroiE-!Ct ]S SitUated r1d'1aCent tR an exZStIriCi r@tiret[1eC1t
n r~r~~i n~ fa lit,~ -ancl wr,uld be owned and manaaed bv same,
9 KovsiNc
a ApproxSn+tslr ho- n+nY unlc. +rould be prgvSdsd. Lf any! IndlC.[e wl+a[her hl&h-, eE431e-, or
~6~~[K.~aC }IDUaSR~ (
28 middle--income zetirement c]ur3Zex units.
h Approxlu ceiy hou F.rny urriea, ii any, vould As a1l.4rucedl Indtuce ~T.ethzY FS{h-, rlddle-, aY
Ivv°S~COnf hoJa~na
NC3rle
c. Prapo n d co (eduec or eonesol knu.ind fepacc., y! •aY'
N/A
10 AE5T1lYIIC3
i Sfh.i L+ che talls~[ hsl~kt eC anp psopaaed .erue[ure(r], nat laciuAin~ allCeoaaA~S L'h.EC i~ che
yrinclp.l sscCerlor 6ulShcng aaceri.l(~] prapo•sd'
The duplexes will be ane stary, 15 feet ta1l.
ij 11 } , ~ti
6 Uhac v1e++l in cha lowcElaee vSeinlcr uuirld Lc r3[ered or a6.[euccadl V f fl~ f 1 p~[ ~~r ~r~,~ r ~
Tapq r)¢ snmQ c,f the di)olexes mav be seen from below
, ~ [ ,l 9 ~ r • ? l ~ r~, !
the orapertv.
.
'•~f ,~~t+S ~(i~~t~'.~I~,
c Irape.ad .s..uca. ea redvice ar caniral .e..Ctiseie Iep.ccr, ll .ny
The sincile-lerel homes and abundant landscaping wil.l r •-j
~~y,~~ .~r~
iy
mirairnize aesthe~,ic a~n~acts. Ll•
ll LFGH: k_YO CLJ,p.E ~1 I h+L 'fiax egpe a• 1Sgh[ ar glase vi11 [he pCOpaadS praduce7 'tluc Civ. o( d+Y vwld 1[ ra+3nly aecu~~ ~Ip ji ~~~~•~~1 J/Jj~•~~
Residentiaz scale licihtanc~ durinq e~rening haurs. •~~1U,~~'I
~ i' E . ' • r
6 Cvtild 11Ehc ar yP.ara frvv [he dlnLshsd psojscc be . a.fety M+ratd af lnGei[ere -i[h rle" l
~ ~ ,~rf ! ([l
C. Vhac exiacTnj s[[-iL[c •e.xrse4 a[ 11jA[ nr I].Are uy affec[ yavP pro¢osA1' #r~ , ~~r•~j~ j,I.~ ~,~rr'L.~ l,~E_1
NoT1e r
v.~Ll.
. ~
d rropa.cd [o ssduce os cvne[ol li¢h[ and ;larc Lapae[r, il aor'
Residential ].icrhtina directed ciawztwarrd.
SPRSC.ASIg V[Y1%0.*.'.h°„AL OAJiu.LHC'E
ivtit is~-ai-sao~ s.cLdon ii 10 ~yo(l)
s. rarviaarL~Ze,t n.z(Enz°s (coo«n-d)
~ = Sv~lyatlan Ter
e.gcncy V.e 0n1y
17. RLCItE.~TlA1~
+1h..c dciign.ced .n4 Iniorm.91 rscre-clon.l oppor[un3tlc. .rc Sn che lwsc3L.[e vicinl[y!
Hikina. Bicvclinq
b. aeuld chc propo.ed prejccc di.pL.ce ny easaClo` recas-~tian.l use. i[ .e dsacrihs
e Prapa.ed dc.aurs. Co redssce or control imp.sxv on retrcaC3ort, Sockudin; Tarrc. ciam] apparcun£-
tie. rn he provldsd bf Ehc p[oyece ar applic.nc, SS anp
Pathwavs for walkznct, common areas and natural terrain
1} HIS;ORIC ANp C17L;ifR.SL ppES6RVA71ON
a, kre chsrs snr pl.ces or oSjecca kla[ed on or prapo.efl Ia[ nu&tianai, .ea[e or laeal preaeeros-
[ion ieg1l[arm kno..n [a be en a[ nex[ co che sice9 TF va, aener+lly ds+crSLe
None k$"k.0wn
4 Gcnceally Geaerl6s .ny landw r'k. or eridence vP hf.COple arChaealD;le•1, oCTenCLtle or Cv1[ural
lcparCance ~-cun io Ls on vr ncac xa she .axe.
__None_kjl OWi7
s
c Pcapo.cd ee..urs. to seduce or cen4rol ispact,, YC .ny
x-S.kL_L~
ic :r.{Z1SP67[[7AFI0H
+ Idee[SEy 9uh^_lc .crec[s .n,i higRwiro .atving che .;ce .nd des cslhe yrepoI cd ae[ssi [a ths
cxiiting dcree[ ey.rsa Sho-an it.e plan., SI .ny Eiahth Avenue ja__presentlv alacal access street but
will be vacated.
b F- .iCc cu:reneSy earved yy p~biie xr.a.S[T S1 nac vh.t i. eFze ;pyppYlnate dlrtane aa [h,
ne.r:.s cr.-st efnAF -Tha ci-tp-;c ce=_pd n_yvans
tt I 25 .
c 11ov aAny p.rF.SnY -p.ee. vbuld Lhe en.pla[ed peo]ees hade? }la.. ua7 vould ahe pro]s<c el&tin.te•
Each dunlex will have room for fcauz vehicles to be
narked of_ f-street.
d' TJLI1 F=3F'-:1 :aqu.Lre any n4w ro;di ar sCre.[., or fopeo.aoea[l io exTtTlu= rwda o[ orTaeLo
aoe LocludLnj dslveyaTr+ If nn, CanacallY ds.[rlb.e (pndlea[e ~hiecha[ yuEliz or pelT.se), Eicrhth Avenue wzil end in a cul-de-sac. Sidewalks
and curhx na will be installed .wi thin the prv j ect .
~■1~ / ~y ~e-C
~ srt ii sa. Yro1c« u.r
(ac oecur ln ehe iv.a.ediacs vieioiCx oC) r cee, rsLi, or a_r eraruparia[ionT TF w, ~en.r.lly dcscribe.
Nd
9
• SPOf,.t7R LSY3kOlR03f'.1L OUI1Sd71R
(v.'L4 147-11-450) Saeclna 11.10.330(S)
A L^W7SR02?R7r'_4. ILL-=rF5 (cav[lc.rd]
, ~ ~.akuaiian Par
1.4.ac7 8.• Oall
! Aav aany "hicular cr3ps qr d.y ~ld 6be g.nrr.crd 4p the cc pie[.d pro}ecL' I[ kno.m,
iadfcaca rlrb pwk vou.kd aceur. '
47eF. F.raf~~[` .;i~V.
g Prcpvird wa.ure. ca crducs or cnn[iuF Srandpur2sclnc l.p+cis, l[ ■n7.
Ret,irement housiftq praduces fewer peak-hour
Vehicular trips than standard residential housing.
15 Piuei.tG senvtC_s
a Jould che yrvjecC raavlc in .a Socraa..d ea..d iei y4tiic ..~hc.. (!oa .ia.pls, i1re prarrcciao,
poilc. grocscclon, hs.l[h care, schuoha, axh.r)! If ao, gan.aaL17 d.oscrib4.
Tvpical increases in needs for police and fire
protection. Many health segvices will be pzovided
by existing facilities. "I'here wi.ll be no increased
demand an schacals.
h Prapoaed oaa.ure. E. reduco ar coosrcl dir.cc Ly.ccs oa puS1Y¢ aa"Lces, any
The existina Eacilitv has health care :Drofessit,nals
on staff. Fi.re hvdrants will be installed.
Ye L:ELE~iT_5
s Cir e veilt[ curren ll+hl• .c [3+a .tei. ~S4 ctrlcl.cryn+tuY.l B+r v~ter r~du.
ervlce t ephond anic.ry ..r.[ ..pcic o2h+er
A Qe.cribs [hs utSSl[isa [h+[ arq prapa.ed faP [hri qro}4c[, Lfv ueL1l[7 pro.Shcng cty @errLce and
[he ecne[a1 cvrutr+.ction .eelvls1,46 an cMa sit. ar lo ih. 1. rdL.ea rleinlcr uh.Seh .S.¢he be
nerded
Al1 utilities circled above will recruire extensianl
connectian throucrhout the site.
C SILHATVitti
l ehe nnder.igned, rour uodar c¢ce pr-le7 a1 per3-r7 th..e tha aW+s r+.paw.. ■r• u.sd. Eevcnfvlly .nd eo C1.e ts.c of .y 'kncv.l.dge i a1.0
undsr@tand ih.c, Mha.~ld ctwrr, be anr rLllLu.i rSrrapr-ocaclon or villiad Lach ad Sul] dS.cle.ure ev ry p.rc, ihr Ill._ a.y rcchdr... .np
8eer.ralo.¢ion oP noi..sgnl:4caoc. eh..6 TC .SghC ls.~ in ¢eliaoer v a[hl e S.lSit.
~w. L~eran Goocc3 Sarmratan Society DBA/
pizs July 26,,--)1995 r,~p.nE Spakane Valley Gvod Samaritan village
cri.... e.set of TFPc1
~~op6n~R~ . ~ ~ „d4Y.., E 17121 8th Avenue
istg~vxurel
Vice President tar t]perations gpokane. Wp 99216
Per~on coapleclag lvrr~ '
- . , Frank R. Ide 9/23196
Phone (507) 328"33I1
IDR ST,1F1 OSZ BP'LT
/ rr
ScaE[ em6er(.) rsvLc.Y¢g EhetM1CSSaF ~ Y.f~~~~/.'♦P~~/!? ~~i I f ~F
Ha+ed an ih1 ~c.Et fc.l.r ot c1+c rnrSGUneeaiai ehrsi;Sut anrl o[l+er ¢.atlnenc laloraat iao, eFr o[alt.
A~l ZuncSwdas thae iheie ica na qraLabYs @fra::lcant adrerse twpeeea and recodem4a4s a d.earaiu.etoa ol aoa+l=niflcaoce
E CnoCl.udei [h.c pppbEblc slgvSSlcane adveris aarlrvnsancal 1.p.CCs do cci.; fRr Che curro9[ prvpcaal •cd rsCO.aenEE a uici$acsd dsCer-
ainseian n( ¢an.i,`vSlSsaose wE[h eoad4[Sooa
C C.oaeludrr ih.c efuse ars pro6a61e signi!;uoe advesee .nr°Sn7ves+ia[ai taspicrII EwP [acommendo a do[or+Lwsian vf si`qlfici¢ee
1ILE9C TU - 113.00
10
• , ~ . J.. . ~ . . ~
SUPPLEMENTAL CHECKLIST
F~R
NON-FROJECT A,CTIONS
~~OKANE VALLEY GQ~~ SAMARImAN
vaLLEr RzDGE P.U.D.
SPOKANE ENY IRVNMENTAL ORDINANCE
SECTION 11.10.230 -1_
SP01:/JlE L%-%ZPQt+iffhTAL 0}tDINANCY
SO DE CA7Lr1-ED LY APPLICA.47
Cvalwtion Fcr
Agenty Ute On1y
0. SUPPLY`gft:AL Sf[EZ' FOA NOtIfROJLCT AC:IONS
(DO noc we cAls ■heec for proJctc •ctions.) '
Betause theee Qucttlonc ■re very ceneial, 1c wy be hely(ul [o read them Sn conjunctloo vSCA the 1Sst
of cleaer.[c oC the envlionm:r[
'fhen anivezlnp these Quescfons, be •uare ot the exteet the proposal, oY the typea o[ acctvStles
1lkely to rcsult from the propo ul, would affeet the lceo •t s 6cu cer lntenelry oi a [aater ntt
chan Sf the propo ul wtie not leplesenced. P.ecpond Ectelly and iw genetal terns.
1. !lov vould the propo ul be llkelT to inc[use Eischarge co wter; e¢Scsions co e!r; yroduc[Son,
etonge, or teluie oI tozie or T.aaardous aubsunces; or producc:on o[ nolce'
Impacts to the environment will be reduced by having
Consolidated Irrigation provide water.as the amount of
necessazv eaccavation will be reduced bv providing water
from Consolidated. •
Proposad oeaiuras to avold or rcEuce sueA tnccuses +re:
2. Rov would the p[oposal ba 1lkely [o a!lecc plan u,■niwls, f1sh, or marlne l3fe'
There will be less disruotion to flora and fa,ina aS tt,P
length of waterline eactension will be less. ,
Proposed o u wret to avofG or reCuce wch e:(ects +re: ,
"ov vould the propoaal 6e likely to deplete enecgy or sututal TCsWTClsl
Water for domestic use and irriaation will be sunipl;Pd
by Consolidated Irriaation District instead of vPra
Irriqation District.
Proyosed ne,awras to piotect ot conaerve enargy •nd mcural reswrces •re•
Irrigation will be manaaed bv'existinp maintenance staff
who will review waterina needs in nrdPr .o not (IVPC-lYi"17ate.
G, tlov vould tbt yroyosai be SSkel7 to use or •itset envlromenullr urultive arus or sr"s dcsltouted
(oc eligible or under scudy) [or jovernoeotal protaetlon, wch a. D+rks, vilderne u, v31d •nd seenlc
vlvera, tAceatened or cndangered spetlei haDl ut, h1storSt or cultuval sSCes, -etlands, llood p1a1m,
or prioe f. rnl.nds' .
Whereas the water service beina Dravided bv ConGoidiat.Pd
Irri,c,ratinn niG .rict. will nnt, in it_caLf_ affect an i-ical
areas, irriaatina water will likelv r.earh kno wP.lanrlG_
Proposed uusures to procecc such resourccs or to avoid or reduce impac u•:e•
Increased f low wi7 1 hP kent t.n a mi ni mum _
aev. i/1ls8 1
$lOlCA.4g *_3~IRQh.stLtt3.lL ODItIKo[T
TO aL COHnE"; CD LT dPFI.Y CA'7
traluxc.San Por
Agencp 1F~e 0n17
G. SU['$LGS'SIt:A.L SHE£T tOR :gONFRO7YfiF ACTP7tF5 (can[Snved]
5. ilor wauld the propasal be llkcly [r+ +:fsc& 3..+ind avid whucclinc ~ac, InclvCing ++hccher ic vpuld alkov
or en[aursge yand vr charai!na Uit? lnsoapa t:tla v:[h ax'-s,_r.o :iansY
It Dermits develaument of tDroperty -zQned Eox residential
use bv makinci the Droiect financial].Y feasible.
Propossd LfJkY;R6 ia avoSd ac teCucs +lrorellns and L ad usc Lrsetc ■re
Na adverse impacts are anticipated.
S, How +rovld the prcpoeal Ls likely [o :n.r.a,q 9emands on trarJ;~:-:atlcn or yuhkla aa Meel and uii1S- '
[iae?
'I'here wi11 be an increased demand far Cansolidated Irrigation
water.
Pragosed neasurea to rs.duce or resgoa8 lp muth de¢and(e) are• "
CJff-site upcrrades to the existing water system will be
constructed, therebY impradeing the averall water system,
7 Idanilly, SP pomilLle, whethe[ thc piopas+l mAy sen(l![: v.ch lo[ml, ac@xg ai fedsfat l.avs nr
xequiiaaenca [vr the procect4on of the snrlrormeni
NC] CC7Ilfl1CtS . '
SECF7AZTISL~ .
T, the unde[sSgned, awe.ar undrr the penalcr oI pc[}uey thac the ebavc redpanaas ar¢ a+a.G¢ [rut4luily and ca Lk+r Les[ oL my lnvrrlpd,e. Y af6o
undar-t&nd thec, •hcu1E chsre be •ay utilCul mi.seprzaenxas3ea af v112lu1 Lck nt N13 dLatlo.ura nn 7r
m parx, che aasnc ~ s.sr rlihdrtu anr
de[erminatlon o1 pcnaignitlcan[e [hac ii alghi 159us !n reISanceuavn iN a tlutklls[.
E~+a~ .1,~Lutheran Govd Sarnar tan 5ociety IIBA/
Aa 4c • I~aG Papaaaai .3nI~RaIhe V 7 ~ P'{,f ~ifl~'lR1, Y'~ I' a fl S7i l i~rra
(Pleue Fi~Inc or .ype} Pioponen,. - ,r. Jf] ~l/1,i1.1~~....*+.~~~•Addt°e~~: 17121 E. Ut16 AvenUe
~~cureJ` -
7`
PhOne` ~V7 ~ 7G4~~]I SpQp.aIlee WA 7 nn 72jC
l1
7eisoo toQp;c[irtg fvrv: Fr[3nk R. Ide a.t<: 9I23C96 .
Yhonea 1 509/ 328-'3371
TOII STRS'f 95Y Gh`LT ~ r~
/j/1f ~
S[a[[ aeabcr(i) isvTcving checklSas• •L`.~ i~1~ rl~Y,,,:-y•M1~~r`
i ~
Saoed on EhS.i i5ilT ter5ew o{ [ha environmancal ehrscklloc and rihe.r per[leen[ SnSai'aaxSon, the F[&Lf:
~
Canciudsa thac there nre ao prubable sIgn1!lcan[ a~'rsrae impacca and =eccmosnds a Aetermimtion o!' nonrSgnllicanCC.
5. Caaeludas ch.sc yrobable 11galfSe94c ad.arsc lmpecce da eaisc Sar the enrren[ prnpo.al +nd xccvaoeads a mSci;aerd dmcsrcdo.eion ol
annalgaiStrartce vSeh cvnESiiosu.
C Concluqcm iTsai ihere ase probabl■ iitnSfiea¢e ad+srMe enVlivMentil 3rxPat[S and YCt06GC31S! • de[ss'mSaatloa al stgnf.ic.nce.
3
PAcE z - io:45.30 12 AuG 1996
Road# Road Names MPost. Reference Descriptio Road Log Info..........
03.090 REES RD (START) U 16 PAVED 22
BTH AVE 03.150 CALVIN ST v 15 PAVEQ 22
8TH AV 03.220 WARREN RD {END} v 16 PAVED 32
03.320 ADAMS RD LT 16 F'AVED 22
03. 3 50 MA.RCLTS RD { END } LT 16 PAVED 22
03.410 MARIGOLD RD (END) U 16 I'AVED 22
. 03.470 BLTRNS RD (END ) U 16 PAVE❑ 22
03.570 PROC;RESS RD U 15 PAVED 22
03.670 ST CHAkLES S'i' LT 15 PAVED 22
8 T"H AV (END ) 03.820 SCFLLI VAN RD
05868 8TH AV (START) 00.000 LONG RD (START) U 19 GRAVEL 14
S TH AV 00.500 BAFtFCER RD [3 17 LIGHT B I TUM . 18
Ol. C]10 HODGES RD (START) U 17 LIGH'I' BITLTM. 18
01.210 COLQNIAL I1R (START) U 17 LIGHT BITLTM. 18
01.330 GLENBRnQK ST (START) U 17 LIGH'Y' BITLTM, 1$
S TH AV. (ENI1 ) 01. 510 HENRY RD
05867 8TH AV (START) 00.000 WEST END OF ROAA [7 19 LIC;HT BITUM. 20
STH AV (END) 00.150 TSCHIRLEY RD {START} U 19 LIGHT SITUM. 20
O5869 8TH P,V (LIBEk'T'Y LAKE 00.000 WEST END TO MCKINZIE R[l9 GRAVEL 12
00.020 MCKINZIE RD (LIBEF2TY R 09 GRAV2L 12
00.150 GARRY RD (LIBERTY LA R 09 GRAVEL 18
5 Records Processed
PAGE I • 10:45:2$ 12 AUG 1996
RQad# Road Names......,... MPast. Reference Descriptia Raad Log Tnfo
O5865 8TH AV (START) 00.000 HAVANA ST (START) & U 16 PAVED 20
8 TH AV 00.120 DEARBCJRN 1ZD (START ) 15 PAVED 20
00.240 CUSTER RD (START ) U 16 PAVED 2(]
00.343 WILLAMETTE LT 16 PAVED 2(]
00.370 CHRCJNT CLE RD (E1VD ) U 16 PAVED 20
00.510 CP,kNAJIAN RD U 16 PAVED 20
• 00.690 MCIfTNNC)N RD (START ) CT 15 PAVED 20
00.870 WOL7DLAWN DR (START ) CT 16 PAVED 20
00.990 F'ANGHER RD (START ) U 15 PAVED 20
01.080 6`I'H AV { START} T,r 15 PAVED 22
01.120 L]ICKEY ST (EN❑) CT 15 PAVED 22
01.240 EASTERN RD LT 15 PAVED 20
01.370 UOLLAR RD (END ) iJ 16 PAVED 20
01.510 THIERMAN S'T' CJ 15 PAVED 20
01.550 ELIZABETH RD (E1VI]) LT 16 PAVED 20
[}1.630 BRADLEY RD LT 16 PAVED 20
01.740 C{JLEMAN RD (E1VI3 ) LT 16 PAVED 20
01.760 COLEMAN RD (START ) Lr 16 PAVED 20
01.860 GIRARI? RD (END) CT 16 PAVED 20
01.870 GIRP,RD RD (START) Tl 16 PAVED 20
02.000 PARK RD LT 19 PAVED 32
02.050 EDGER'1"ON RI] (END) U 19 PAVED 32
S TH P,V { END ) 02.080 EAST END C]F ROAD
05865 8TFi i9,V (START) 00.000 L]ISHMAN-MICA RD & DI U 16 PAVED 44
8 TH ILV 00.140 FARR Ra U 16 PAVED 44
0 0. 210 SLTiVDERLAND RD [ START U 15 PAVED 36
00.270 WDC}DRIIFF RD U 16 PAVED 36
0 0. 340 WAI.,NCT'F RG (END ) U 16 PAVED 24
00.410 HERALD Rn (END) U 16 PAVED 24
00.520 FELTS RD i] 16 PAVED 24
00.640 RAYMONI3 RL) (EIVD ) II 16 PAVE D 24
8 TH F,VE D(l .660 HAkNfiONY RD U 15 PAVED 24
S`I'H AV 00.710 QBERL TN fZD { END } LT 16 PAVED 24
' 00.770 LTNIVERSITY RD LT 16 PAVED 24
00.920 GLENN RD (START ) L7 16 PAVED 22
01.040 FIERCE RD U 15 PAVED 22
01. 2$(J BOWI] TSH RD U 16 PAVED 20
01.530 uNznN RD (ENn) U 16 PAVED 20
01.660 RC]S I E ffD (END) u 16 PAvE❑ 20
01.780 SR 27 (PINES) i] 16 PAVED 20
01.920 HC7LTK RD (END ) U 16 PAVED 20
01.960 HC}LTFt RD (START ) LT 16 PAVED
01.980 C{3LLINS RD (END) LT 16 PAVED 20
02.020 '[TERCLER RD 4 START y LT 16 PAVED 20
02.050 VERCLER RI? (END) U 15 PAVED 22
02.130 VIRGINIA ST (START) II16 PAVED 22
02. 18 0 WO(]DLAWN RD ( END ) LT 15 PAVED 22
02.220 MQRROW RD (S TP1RT ) CT 15 PAVED 22
02.310 MCI30NALD RD U15 PAVED 22
02.430 CL I NT~'J11T RD (END) CT 16 PP,iIEI] 22
02.56[} SLAEtE RL3 ( START ) U 16 PAVED 3{]
Q 2. 5 9[} BL,AKE RD (EIVLI ) U 16 PAVED 30
02.720 MAMER RD LT 16 PAVED 22
02.810 EVERGREEN RL7 U 16 PAVED 22
02.970 BANNEN RI7 (END) LT 15 PAVED 22
03.030 BE ST RD (ENT] } T_T 16 PAVED 22
, .
~
~ o.-
C~1~E0
RE
oull
~~~A
J~1 SJ Y
~ p Q I< A 1<T n "d' Y
D£PARTMFNT C3F BI}ILDENG ArliC) PLARfhiING • eq L}IVISIQF+1 OF THE 1'[JBLic W[7ItfCr L'~EPA .amn
JAMES L. MAh15U1V. C.B.Q. bIRECTOR r3ENFJ[S M. 5CC73T. P E., I31RECCDEi
MEMQRANDUM
TO:
Jim Red, Spakane County Divisionv i ies
Steve Holderby, Spokane Ccrunty Health L3istrict
Wyn Birkenthal, Spokane Caunty Division af Parks & Recreation
Bill Hemmings, Storrnwater rJtility
(areg Figg, D~partment vf `I`ransportation
G1en Miles, Spvkane Regivnal firanspvnCativn Gvuncil
Christine Fueston, Spokane Transit Authvrity
Siasan Winchell, Boundary Review Bvard
Central Valley Schonl District
Fire District Na. I
Cansoiidated Irrigatian Distract
FRfDNI: John Federsvn, Senior Planner
I)A'TE: August 9, 1996 ~
Prelirnin~ Plat amd Plar~rted Llr~it I~er~el~rpment of Valley :Radge and Zome
Reclassificatian from Urban Residential-3.5 (UR-3.5) ta Urban
Residential-7 {i9FL-7) vvlPla.nned Unit Developnaent Overlay Zone
APPLICATION ACCEP'T"ANCE AND DESTGN REV~EW 1VIEETIIV'G
Aueust 29,1996 AT 1:15
DIVISIUN C)F BiTILDING AIrTD PLAIVNING lg` FLOOR CONFERENCE RCDUM
FYease reView the abowe applica#ivn and use the attached APP&,ICaTIO1v aCCEP TANGE ANU
DESrG1v REvIEw MEETrniG FORM for your comments. The Division of Building and
Plannrng encourages ya►u presence at this meeting. The sgsonsor and representative have
been invited to also attend. Tf you can nofi attend, glease forward your review cornments
on the attached form ta Francine Shaw far the rneeting. The attached APPLICA~~ON
ACCEPTANGE AND I]ESIGN REVTEW FC]kMS wilP be given to the 5pnnsor af the nnee*ing
and included in the Division of Building ared Planning file (so bring three copies ta the
meeting). Thanks far your covperakion. If yau have any questions abaut the application,
please cantact Francine Shaw of the Division nf BuildPng and Planning at 455-2205.
c: Frank xde, 106 W. Missifln Avenue, Spokane, WA. 99201
Spokane Valley Gaod Samarit.art Village, 17212 E. Eighth Avenue, Greenacres,
WA. 99016
AtfiaGhtl'1entS: App[icatian Acceptance and Design ffZeView Ftsrm, F'roject Design, Site Plan
1026 WEST BAOAI7WAY AVENLIE • 5PL]Ke4AlE. 1NASI-iIIVG'1"[7N 99264
BLIILDING T'3iONE (509} 456-3675 • FAJC: (5f19)456-47[?3
PL.ANNtNC PxONE (509)456-22D5 • FAx. (5[39] 45fi-2243
TT7T) !S[}91 374-31 fiF
~
~
I]esign Revievv far August 29, 1996 at 1:15 p.rn.
Preliminary Plat and Plaru►ed C7nit Development of 4'a1ley Ridge.
Genemlly lvcated West of and adjacent ta 8"` Avenue, apprvximateIy ~f~
rnile west of Tschirley Raad in Section 24, Township 25 N., Range 44,
EWM.
COMPREHENSIVE PLAN: Urban categvzy and inside the Priority
5ewer Serwice Area (f'SSA)
PRC?JECT DESCRIPTIQ1V: Freliminary P1at to srubriivide approxirnately
19.6 acres intv 28 Ivfs fvr duplexes and aZone Reclassification frvm
Urban Residenfial-3.5 (LTR-3.5) to Urban dtesidentia.l-7 (CR-7) vvath a
Planned PJnit Uevelopnr~ent Uuerlay Zone.
PARCEL N[]1VIk3ER5: 45245.9118,45241.9115
SITE SIZE: Apprcaximately 19.6 acres
APPLICANT: Spokane Valfley Govd Samaritan Viliage -
17212 E. 8' Avenue
Greenacres, WA. 99016
AGE1RiT: `I'aylor Enganeering, Inc.
Fran.k Ide
106 W.1Vlission Avenue
Spokane, WA 99201
(509) 328-3371
ASSTGNEL7 PLANNER: Francine 5haw, Planner II
~
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APPL~CATTON A'[:CEPTANCE AND DE7IGN REVIEW
SPaKANE CUU111TY AIVISION +DF BUILDZNG ANU PLANNTNG
L?ate: ,
I]epartment:
Departrnent Cantact Pers4n: Francine Shaw -
Actiesn: Prelirrainary Plat & Planned U'nit Development of Va11ey Ridge and ?vne
Iteclassificativn frnm Urban Residential-3.5 (i7R-3.5) to [Jrban Residential-7 (UR-7) wlFlanned
Urut Develvpment C)verlay Zvne.
APPLICATI{lN ACCEPTANGE AhTb DESIGN REVdEW MEE`I`fNG: A,UguSt 21, 1996 at 1:15
P.M.
Aote.
The fallvwing inforrnation is ta grtavide the prapasal sponsar with primary agency
camments xa assist the spansar and aid the processing of public hearing itertis heard
befvre the Hearing Examiner. The fallvwing inforznation daes nat pravade acamplete ar
bindsng final review of the propcasal. This wi11 accur vnly afker the prapvsal is accepted
and placed vn the Public Heaa.ring Agenda. `Fhe accentance of the anplicatian and
scheduline of the aralicatinn on the Public Hearing Agenda is the primary ftnctivn of
fhis meeting. A secondary ftnction of this a-czeeking is fo pxovide a nreliminarv rediew+ of
the a~,.plica~tiot~. This vvill prvr~ide afQrum far ~e sponsar and other departments of what
to expect as standard develaprnent condptions and design recammendatians.
The comuaents received are based ern a preliminary review of the application #`vrm and
site plan by the Z3epartments and Agencies whach have been circulated the infarmation
(nat all agenciesfdepartments haVe been contacted--orily those wha have been deternnined
to have primarryy interest.
1. a. Dves the apglicatian (or can the develnpment) meet requirements to be
pIaced an the Public Hearang Agenda? F-I YES ~ NO
b. If nm, what is lacking?
C. Puhlic Hearing Sehedule: Hearings before the Hearing Exatniner are
scheduled upon determination that the applie.ativn is complete. Items will be
scheduled fgr the first avaiPable public heari.ng.
2. After a preliminarrv review of the a~lacation what "Conditions of ApprouaY"
. would be required of the develvpment? (Attach conditions if necessary)
VE13TICAL LENGTH OF Ci]RVE = 100 ~ VERT CDRR AE'I' PI = -0.376
CURVE BACK GRADE IN +0.500 AHEAD GRADE Ild % = -2, 510
CALCLTLATI❑N S'I'A'I°IDN AT PT = 1450.00 PI TANGENT ELEV = 2103 . 35
HIGH STATION = 1016.61 HIGH ELEVATI013 =2103.14
aTATYCIN ~ ELEV STATIaN = ELEV ,
10fl0.C}D =2103.10 1070.00 =2102.71 ,
1405.00 =2143. 12 1075.00 =2102. 63
1010.00 =2103. 13 1E}80.[la -2102 . 54
1015.00 =2103.14 1085.00 =2102.44
1020,00 =2103.14 109(}.00 =2102.33
- 1025.00 =2103. 13 1095.00 =2102. 22 _
1030.00 =2103.11 1100.017 =2102.-10 - -
1035.44 =2103.09 _
1040.00 =2103.06 -
10_45.40 =8103.02 -
A-C 6.00=2103.~1
Ma.00 =2102.97
1055,00 =2102.92
1060.00 =2102,86
1055.00 =2102.75
<Shift> <Prt Sc, print <Return> repeat , - <Space Bar> back t❑ menu
VERTI+CAL LENG'I'H []F CURVE = 100 VER'3` CORR AT PI - -0.299
CT]RVE - BACR GRAI]E IN % _ +1. 5(10 AHEAD GRA)E iId % _ -Q . $9d
CALCiTLA'i°IDN STATION A'T' PI 861.40 PI '3"ANGENT. ELEV =`214-4. fi6
HIGH STATION = 873.7.6 - HIGH -ET_,EVA°I'I[]N ~~.0 4:3$ ~
5`T'A'I'IC]N ELEV STA°I'ION = ELEV
811. DO =2103. 91 885.00 =2104.37 -
815.00 =2103. J7 890.00 =2104.35
820.00 =2104.04 895.00 =2104.33
825.40 =2104.10 900.00 =2104,30
830.00 =2104 . 1.5 905.00 =2104 . 25
835.00 =2104 . 20 910.00 -2104. 22
840.00 =2104 . 24 911. Oi] =2104. Z2 .
845.00 =2104 . 28
850.00 =2104.31
855.00 =2104 . 34
860.00 =2104 . 35
865.00 =2104.37 ' - ~
870.00 R2104. 3$ 875.00 =2104.38
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880.00 32104.38 =Shift> cprrt Sc, print <Return> repeat eSpaee Har> back ta menu
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