PE-1885 PRAIRIE ORCHARD DRAINAGE REVIEW
a • • '
Prkject SialLt5 -dctivc ""'Ilr L'rER'S R.'L' M ~EW SHEE-1-
rRs BuYlt Planq ReeeEved PleltS FllC -PIE-1,885 -01
Road Plans Approved Companibu PiIs,s
Ncw I`taad St.intlards 5-15-95 hlylui If Rclatecl Files
Ficaring: 06l0612001 10•30 I3uilduig l7ep[
'P eChnical Rewiew ❑ f-iarvarci Rd Ylan
PrelinvmaryReview 4311412001 `lype Scheduleci laor ❑ Large I_o[ Bldg SquareF"ceT
Data I2ec6°rved 42126f2401
hTo Lats 7 N' o. ACi es- 2 34
PrvjeQti NamC PRa.IRIH~ ~~CHAun
5ite Ads9i-es& S23R17, N24TH, E ADt1iv15, W 1'ROG12f?55.
ApEklirane Range-1 awnslup-5ecuon 44 , 23 - 2C PAIZCElr(8): (iirst 20)
Gc9rge Wulson Cvndlti6iis Maile[I 0W0 45261.1527
F1a9l! Zvne No '
14925 ?Ath Av Watei SawYe Puhlic
'l13[~ADALE, `lxfrt 991337- fiewer 56urce Yuhiic
P]ibine (509) 891-9426 5choo! L7isG 356
Ftre 1]is[ 1
Pltinne Dist
F « g Dillirig 4lwucr
Ceorgc Nv alSnn Rohert & Jean Lee CuYhrie
149 25 24t1iAV 1625 S Wall St Surveyoe
James EV. Ni ain
SI'(]K_AhIF, WA 99203- Rt1NtCO SURVFYQRS
, vuw)Atf, WA 99037- I'hone (509) 625-1901 222 4V Missioii Ay 230
Ph«ne {509}$91-9426 `
SI'C]KANL`•, E'JA 99201-
Pliolie (509) 329-1$00
SigiieCE Narne CkfSRGEGV'T'50N Fax {549} 329-1801
73silrling 477-3675 lPlanning 477-7200 lEnginecr 477-3600 Con1aGL BfP ,IAN1EE S ItlCI1r1Ri5SCHN Contact hng 5Co-ri" awaL,'#Gf•Is% [L_b
ba~te SL7briiitfed I?eseu-intivn Irlitials
F-iig NeetI Techiusa]ly Complete l,ng Neetl I-larvard [td MitigatFnn _
Fng Necti Drainage 1'lans Eng Ncecl I taflic Analysis r-ng iNceci Othcr
02I25i2001 Fng Agree Pay I`oes Rccesvcd Eng I`it3ai Plat 1 ecs Compfetcd y
Capy ta Racounti»g
Eng Agrce i Eiority E`ecs Iieceived 0V2$12001 Fng Piclitii Plat Fees Completcd
1" f Notice ta Fublie JNoticc ta Rublic # 1 3~4 ~ 6 Compleccc9 - vr Needs ioUe signeci -
D&OSI; liationr Dat" (In-Out)
bunu' quaniles tgr
drainage t«m calculated
Hearing Daie Dceision APp _~_~Dcii _ Cond _ rlpplcl BCC ~
rl.ppealccf (o $CC Decision ApP ~ Den - Cond _ flppld CGUrI
Appealed to Gourt f]erisiai3 AFP ~ De3ti ~ Ctanrl ~App1d ~
1 1 8 m mpeci M ylars to Seui etary (SanclY) ;
f 1- S sanipcd 20$ i ot Plans ta Seci e[aiy (5andy)
-Al~ 0~ ~r''~~
~4 rsLo-2- qe~ 4~o -9 1 bLI
1 J
_4~lk (wAairs .
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rc~,~~e! ~itaius s~ticiVr 1~NG!1,~ ~C~ E;['C'►7 R'~G Vl~. i'~►`►' ~7_L: ~.rj!
AS DL1ZI6I3l8175 RCCe1VGiS { Plats .4 jJf.,' 9. PE`i"'1885 -171
, R4a#i Plat19AppC9vcd
- i Co lxIpanisati ~'~Its
- ° c:hfew 1 k4aO 5tancl5rclS 5-15-95 h'']~r It~l~l~ci Tf I~s
- 8uVICIit3g DFpi: - ~ - • ,a .
❑ 1-L'ana[rd'Rd Plail -
Pr31ita36jYlIQi0,r 0~~~4n45~I Typ~ ~kheduled F`er
❑ I-amo Lot $1do Squara;-ftoz
_
Dalb Re~eNe-J', 0=0001
, No. Lots: '7 No A90: 2.3
- P,Coj~~~ ~aft%_,PPWAR, UR,CIRARD, _ ~ -
• 5i1eASSfYesfi- ~3~I~a N, 24 T1•!, b A J1 AMS, W PROGRE54, ' .~y.•.
, ~,$t... . ,
Ra71re-2,'owfnshiP-SeL'6zoo; 44- 25 - 2_, i'A-RSar,~'~~~~,}., ~.~'ir•ti1.24} Conditibns Mailcd 45261.1523
~ - - Floor! 7-dnc Na
, 1492S 2494 ahv- = 41falcr SO uriie Pubiic
YBULla~.`~13, WA, -Y9037-
' _ PHM {60,~ 86•9426 Sewet' S6u4c YubVic
- ach4ol i7ist] 356
- - -
` fim D,st
Plinne Dist
- I
I '
~
i
- I S«reyayor
~ 7an3e-i A Main • -
I,ds1MCC} 8 UXu~~O RS - -
222 GY. IVl ksS«in A v, 230
SPOKANZ. WA 992[]1- -
' I'lioile (509) 129•1$06
(509) 329-i 801 -
~uDr1in Ph: 4*3673 1 Platming Ph: 477 -2245 Crattifr+ct; ]x1IulES R$Cf Ir1RDSON , .
&1 Xed,_ ~ I7escr~ptian , Init~~atg
Da,~~ Su
• 13nS Need echnically Complc[t ~ Eitig -Nceri liarvarcl ftrl Mttigafien , -
Bflgititod Dr-ainage Plans Ei1g Necf_f 'Ci rf.tzc Analysis F g Nped OitiCr .
0212$12001 Eng Agreu P1y Fees Received T+n~ ric7ai NaC~'0e's C_rrmpleted
Copy io Accouii it~n-~, -
B11g t1SreC Prio1`it}+ Uces Recenred 42l28l2+ Eiig I?icltnl.['lat I-kes Camplcted
K4um to PubIic1 Motfec t9 Public {1 l 3 14 6 Coiaaptettil - N"ds tn he signed _
~ = .
-m qua~~
L =4 4 '
- IfeariEig TSale De05sien I APP ~ Den ~ Cand ~ Appld DCC ~
,
,
t^ippealecl to BCG I:?ecisiori { APP Den ~ Cond ~ r~pp2ti Goufl _
k~ppw1ed to CourG Durisioix ~ APP Den ~ Cond ~ r1ppic1
- ~
Stantped My'larr io Seacewy {SandlY} ~
r f 1 - Stamped 208 Lc]i Plans to Secretai y (Sari(ly) ~ -
_ . I
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, SPOKANE COUNTY D1ViS34N 47F ENGINEERiNG AND RQABS A."D]VP570N OF 'd'HE, PC~BLIC WORKS DEPARTMENT ~GREEJ.R'~~~~ TO PAY FEES
ENGINEER 'S ALG°911'~~N* NUMBER
Tkaas agreeanent betweera Spokane Caunty and tafidwarks Deve1oDmEnt. znc.
tiname aa persanl
whose interest ln'Che projeCt is vArrier ~
ki.e. owner, a$enC`[c,y
is entered 'rnta thas _ 4th _ day a£ Avri1 ,20 00 This agreeza`ient is appl'rcable to the pxcrject
kttawn as, Pxairie Drchard - PE-1885-01 - - {projee¢ aauress or tuename ar piaz naiste r.k pnase- or ffie numoer)
That the individuaLs and parties named herein as having an interest aa the abave descrabed proper[y or project agree
ca the follvwing:
1. Reimburse Spakane C4raztey far project review and inspection fees as speciFied in Chapter 9.14 0£
the Spokane Coun[y Code. The fees will be based an actual salary casts incurred by Spolcane
Caunty fvr project reviews and E or inspectiorks plus a ten percent admanistrative charge, an,d will -
be bi11ed rnonthly as accxued, Any bi]ling amounts c3ue, includ'ung any expenses incurred in the
calIeGtion of an owerdue account, must be paid prior to the Caunry's accepcarace of the project for
fiiirtg, If a prvject is apparavecG andfor filed watla abalance still awarag, the unpaid balance shaHl be
paid wathin 30 days of the invaice date.
2. The unc4ersigned agrees that these fees are due and payable upap receipt oF the billing as sp~ewled .
above. ,
3. Any invoiGes nat paid within 30 days o~ the invaice date will be cansidered deliraquent, `If any
autstanding balanGe an the account far chis project is rtnt pa3d within 34 days of the invoice date, no furCher reuiews of the pr4jec¢ dacu.ments will he canducGed until the encire account baBance as
, paid, Any balanee vn the account for chis prajecc not paid wat3ain 65 days af the invoice date may
re'su9t in legal actian ar the initaativn of vther caLlection pracedures, including referral to a . cvllection agency. The Spvnsor wi1H be 8iab1e far any and aIL expenses incuxared by the County for
the ccalleGZian 4f overdue accaun4s.
4. The mvnthly biliing should be sent tv;
NAME,1 ATTENT"ION, Bryan WaZker "
CCINIPAN Y: Laridwarks DevelmDment; Iric. ,
A,6JDRESS: 721 -North Pines Road
CITY, STA,`x'E: Spakane, WA
ZT'1' GdDE: 99206
PHUNE (509)922--7400 PHONE # 2: (5 r.`5s9 2 4.,9 7 t:1
FAX (509)924-9728 ,
E-Mail '
,I understand that £aiJure co pay these fees may result 9n delay in compieraon or appravat vf the prajecG, ar othee
passible saanctions. ' - -
13 !f this fee,agreement i~ completed by somevne other thah•[he 5ponsor (a.e., the ,project owner oc a
principaC iti the ficrp spons 'ring the graject), such as the Engineer designing the project, t3aen
waritte,n autharization fca tk~e Spar~sar specificalNy au~~Fno~riz9r~g the Age~.t ta ~'xecute this Fee
Agreetnczat is attach~d t Agr~ernent,
SIGNA''llRE k~y•
Brvan Walker (PRzNr NAME)
RETTLIRN YELL4W CiDPY TD SF4KANE CO[1NTY ENGZNEERS
C(CC,f1tlC +412003
~6 W Braadway Ave apakarte WA 99264-0174 (509) 477-3600 FAX: (509) 477-2243 TDD: (509) 324-3166 y
ay ~s~
:7 fi C) I< A N 1; C.> L7 I`•f
RECENVED
D7VI5YON ❑V1wNC:1N[iCItQI'dfa AiV❑ RC7AIJ5 11 []IwI51C]N OI' 'i'I•iL's I"L1131.SC W011
WiNli7na A. qolln:~, I' fi., Ctni nly Gngiaieet' ~ '~~~~~~~i,
FC B 2001
AG1'4..ia.4~MENT TQ PAY A' EES
~~Y~1~~~4J~' 0uAAV~N,I'11'
laNGli~[sla[t'S ~IGltd,f:l~'1~1V"I'Nf~~•i1~I;It
'1'liis agI'CL'l]]Ci3e I]f:ILVCC[l SpUkad1C ColEi3~yalld ~ y
rvltose inletcsl IIl II1C [3lf~JeCI t5 •
is cntsrcd isito tlyis tl,iy 0 f ~ ,2010/.''17is agrecmcn4 is ap{51icab1e to llie pinjcct
.
ZQ"r~rs nnmtrrf
'l'h.rt (4rs.: 111div"st4uals anc'1 l5arlies nsiri7ecs 17crc'ssi as havitrg crS) iiItCicsl 1s1 thC alaovc &scribccl pIoEMly ni IMcajcct ag«v
lo iitic fo11uwi~ig:
I. 6ZCitliiixsrsc S110k-11LIC Cca1111ty fIOi prc) , }cGC IcuieW ~111tl iiispcC601t lw:cs as s11cCiiietl iii C11-itJAci 9.114 cyl'
tf7e Si7ukanc COuLlty CWC, 'rllC 1'cus tivill be bascck Oii actua! Sit1ary C051S incttrred tly Spokafie
Cc}tinly tair pioyeci icvictivs and 1 c,l inspcs:liOiis pltis .i lCll k7C1[:L'lYl nd1111f31411z141Ve CI1afgL', aiic3 will
be billcd iYiont3ily t15 ace1'LIL'CI. fI11y b1II131g .ii11o11z►ts tlue, iucluciing any cxpenscs il7cuareci 'scl tlzc
C[3IIeCllD6l OC a ll CIVCCCbIIC ZICCi11113I, nzai sl be pa icf [n irar tc, llie CoLrRaty's ,iccckaCa iace nf lhe pro ject l'or
1ilisiy. GI :i prcr,}cct is a11plovccl Sl11LII[]I' GIiG(i 1V1Ih 1I Uail-M)ce s[ill 0«''si1g, thc usapaicl b.ilscics: 511,111 be
l3aicl wilhin 30 days of (lic ina+Qicc tbLtte,
2. `1"he ctii(lcrsigiaeci agrces caa.it (hesc fecs are due and pFiy<<ble upc7zi I'L'CCIpL SJI' IIIC I]lllitlg .is specil'recl
<ibove.
3. Airy iiavoicGS aaot paid wiihiri 30 41Riys oF llIs: isMice clale tivill be consiclei•eti CIcIIIIClL1L:11[. II ally
autstiir►(liiig b,alance nii tltc account fvr this pro , ject is unt paid tivilhin 30 days ol' (lic invvice c1ate,
na fut'tlres• rev6ews of t8Ic ;)r0jeCt cfvGUiilerils rvill be cQnducRccl untii tfae ciitirc aCcoL111L bala€ace is
paid. Artiy bayaiice aii tlac accotsnt fai• this Eaio jcel not pairl tiviclaiti 65 ciays nl tlic inrao"sce da(c ma}A
iesLill isf ]cgal itetiozn ar lltic initimsvn ra[' ollrcr ca1lcctioti prraecs.iut-es, iiycluc3ijig a'e!'err.ti1 lo a
cOllcClicsn .tgency. Thc 5ponsor tivyll be liab9c for any atrEl alk expcslses hicumzi by lhc Coucily+ fcar
Ilic ccaYlcr:lini1 nf ovc it3tie accoll yils.
4. '1'lic SYII)111l1Iy []I]Iltkg S11{JUItI be Svl1C lf] UlL :rt[cillion nf:
112
~
N f~M E:
Al]DRiiSS:
C:l"4"1`, S`l'A`l'1;: ~
f Y CC]DE: .
Pl-]ON1: !1 2:
1'1-I0 N123
9~AX Il;
1:-Mail !f: .
T!Il1dC'I'Sl,IIILI tIIiSG failtjre lo pay liiese 1'ccs m,iy resul( iii ilclay in c:0iiiplcli0n or a~)pr«vril O!- t110 f11-njcel Oi cathCi
pnssiblc sacacti<11111
❑ [C this f'ee =igreci7xenk es co¢]1pletecl by somcotac o[licr (lacin tlac 5pnnsor 0.6, ilic projcc[ oweyer oi a
pi•iticipad an ti7c f'ij•iii Sp[}115i]Cll1g IfiC Ill'OjCC[), sLich as ttlc Eirgiiiecz• tlcsigiailIg (lse r)ra,jccl, 111C:1
wrilien autlsoriniion froni tlic Sponsor specilic.illy :l11IIi(li'iJ:lttg LI1L AgcaiC io cxcculc itsis lPte
Agrcczaaceit is attacliecl cn 417i °c Ags`ceNi3effl.
SlG N,r1'1'U R C^ 13y:
(I'fLIN'1" AM1-L-)
H4D^U1iN Aj1~.1~1i11 F1l CVPY TL7 S1~ONA1'[E COVY[~~'Y E'l's~~~NVIERS
k11UgIcclCC.t10L 211ii[l4!
11126 11' Bs•n~mhv,' r►pc Spn1tk►m 11'tI99ZGII-fli'7i1 45119J .177-36{10 1er1X, (709) 477-2243 °'1)[): (509) 37-1-3106
/tl
4833433
Faie; 1 af 3
_ 05,21120M 03,25P
Clr, AS.W1ATF5 N 321.00 SQOhane Ca. WA
Dflcument'Title: Notice to the Fublie Na. 4
G°tantar(s): ROBER'b' F. AND JEANL~E GU'IEM
Gl-antee(s): Gvverirnent, County nf Sgo1ane
E Legal Description; PTN. NEI14, SEC. 26, TVVN. 25N, AG. 44 EAST, W.M.
Additional LegaI Descxiption: 5ee Page 2
Assessar's Tax ParcellYwmber: 45261.1527
► Reference Number:
Log In I]ate: 9-19-02 Requested by: I3AVE Frepared by_ RM
Puxgvse: P-1885-HF No 2557.: ltcaad Name SUkNS STREET:
SPOKehATE COUIV'TY DI`TIVISION OF EN(aIl'+FEERING
Spokane Caunty, Washangtvn
~
NO. 4
NO'1ICE TO THE PUBY►IC
IlN THE MA.'TTER C]F AGREENENT WArVTN'G PRaTEST T[3 FORMATIC)N QF ROAD
DvIPROVEMENT I7I5T'RIG"T: KNDW ALL NMN BY T3ESE PRESENTS, Zhat
R4BEkT J. GUUTFERIE AND JEAfiFLEE GUTHRIE, husband and vvife
being the awners v£ the fvlIowing described ]ands in cansxderativn vf IVlutual Bene~its ta be
hereafter denived do for themselves, their heirs, grantees and assigns, hereby agree ta the
follvwing:
°Fhere may be a need in the future to construct a pubLic rva.ci tv serve the lands herein described.
5aid raad shall be canstxucted in accordance with the then adopted Spakazae County Rvad
Standa,rds for public raads. Said raad to fo11ow, as near as practicable, tb.e existing County road
zi..gh# Qf vvay.
Zf additional rzght of way is required, the owners, their heirs aaidlor assigns a,gree to deliver to
Spakane County a praperly signed and executed Right vf Way T3eed caVering the required
additional riglat of way.
The own.ers or successors in interest agree to aufhorize Spakaue County tv include the belvw
descxi.bed property in a Itaad Xmprvvement ~`3isiric# (RID) and tv suppart the formation of a Road
7migrovement Disirict for isnprovernent of the road(s) described belvw by requesting and
autharizing Spokane County to' place their name on apetitivn for formatian of a Road
hnprvvement District purmmt #n RC'W 36.88.050, vr by requesting and authvrizang Spokane
County to cast their ballat 3n favor of aRID being farmed under the resalutivn method pursuant
to R+CW 36.88.030, andlor by not filing a pzotest against the formatioa of aRID being formed
under the altemative rescalution m.ethad grovid.eed fvr in RC'ViT 36.$8.465 and Chapter 35.43
RCVV.
1
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4833433
Pae: 2 4€a
~11~21~~0 03,29P
cIr, INVdrFS S21.00 sflokane co. WA
If an kID is pz`opvsed for improvement of th.e road(s) describe3 below, said awa1ers and
successars further agree: (1) that the iznpzavements or consfiruction eantemplateci with.in the
propvsed RiT7 are feasible, and (2) tb.at the benefits to be deraved #`mm the fQrmation af the RII7
by the property imluded therein.,, together with the atnount of any County participation, exceed
the cost and expense af formatian of the RI17, and {3} that the properl.y witlain the pzopased RII]
is suff'iciently developed; proVided, the DWD.erS Dr SUcCe5SoZ5 ShaU rctairi the right, aS authdTiZed
under RGW 36.88.090, to ahjec# to any assessm€ent(s) on the prcaperty as a result of the
imprvvements ca11ed fnr iza conjunctian with the fozmation of aRlD by either the petition or
resvlution methad under Chaptez° 36.88 TtCW and to appeal to the superivr court the decision of
khe $oard Qf County Commissianers con.fmming the final assessment roll; provided fux-ther, it is
recogcuzed that actual assessments may valy from assessment estimate so Iong as they do nvt
eacceed a£'igure equal to the increassd trrae and fair value the imparovemeen.t add to the properiy.
By allawzng a huilcling permit to be issued on property havaung access frvm au unmaintai:ned
County rvad, 5pokane County assrames no obligativn fvr said road, and the owners hereby
ackaa.gwledge that the County has na obligation a€ amy kiad ar natue whatsvever to establish,
examBne, survey, cons#xuct, alter, repaar, impmve, maintain, prvvide drainage ar smow removal
an said road, 'I'he requirement is and sha11 run with the Ianr3 and shaU be binding upan tbie
owners, fheir heirs, successors ar assigns, until sa.id mad is impxQVed to Spokane County Road
Standards and accepted by the Couniy for maintenance.
The undersigned vwnexs, their heirs, successvrs or assigns hereby reiease Spokane County, and
alI its afftcers, crnp2oyees and ageiats from any responsibi1ity or 1iability fvr any damage
whats+oever to thhe hereiriabvve described lands and amprovenents thereon as a resuIt vf allowing
a building perrnit to be issued on property wliich is served hy a unmEainLaineti Cauni`y road.
'I'his A,gxeement applies to the impmvement of BURIVS STREET QNE-HALF CUX.DESAC AS
DEDTC.ATBD C3N THE PLAT OF PR AMIE aRGHARD,
RF Nv. 255'7
by gradang, draining, surfacing, curbing, paving, 1Ild SIdeWal{ COXlStrIIC$DTT, ]11CllId1tlg tCafEC
control facilitiss an.d related wark.
These requirements are aid shali run wit,h the Iand and shall be bindmg upon the owwners, their
heirss, successors or assignss. The Road Tmproveme~t District (RID) waiver in this agreement
shaIl expire after ten (14) years fz-QZn the date af execution below.
The above conditians and cavenant apply to the foliowing described propez#y:
ASSESSQRS PA.RCEL NO. 45264.1527
THE SOUTH HALF QF TkE WE.ST HALF C)F TRACT 208 OF VERA, A5
PER PLAT THEREOF RECC]RI}EI7 IN VOLLlME - 0 " OF Px.ATS, PAGE 30
LOGATED IlN THE ~~RTHEAST QUARTER C)F SECTION 26, TDW"NSHT
25 NDRTH, RANCE 44 EAST,W.M,, SPC]KANE COLTNTY, WASENGTON.
4
I
2
~i
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4$33433
Qf121d2Q6~ 29F
Ctc ASSI}CIATES H 321,40 SAakane Ca, WA
IN WITNESS WHEltEDF, wE have hereunto set OUR hand(s) and seal(s) this
~(p day af NOVEtm a rf tj , 204~1- 03
B B
y' ' y'
Ro~ERm J. iTxRrE' ANL~k
~vs j~v `m r~' y~~S1l%l~~ 4, ~
`o ri''rr1,~ ,l
STATE C3F WASHTNGTON) Cf3LJNT"Y C]F SPC?ICAA1E ) ss
:
' r~Q~rser••..
Icertify+ thak I knovv vr have satisfactory erridence that RasERT Ax~F.B~GUTHRIE
ti `z+~~.ti~~'.•
(~Ware) the indivydual(s) whv appeared be#'are me, and said individual(s) acknowledged that
bxtsWthey sigzaed this instrment, and acknowledged it as hju4tedtheiar fireee and vvluntary act,
fol tL3e LISeS SRd ]]LIEp[75e5 L3'1e17t1QI1ed lIl t'lE 1i15tT11Y11eI1t.
Dated th15 11a day of
NC3TARY PUBLIC -
In and for the State o£ VVashingtan,
residing at Spakane. f
My appointment expires: -6V4 1403
.
rwfonnslnvtace tv public 4 reg nofarylbc
3
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48334434
Pa e: 1 of 2
41~~1 003 43:30P
CI r k55dx;IA3F5 coV _ S20.00 Saakane Co. WA
Spakane Cvunty Enginccrs
1026 Va' f3raadway Ave
Spokane, WA 9926(]-0170
(509) 477-3600
' PUD
Document TitFe: DECLAFtATION OF CC]VE1VANT
Referenee Numbers FN-1885-01
Lega! Descriptivn 5112 ClF `1'HE W 1l2 C3F TftACT 208, 1rERA, VC]L "0" CaF FLAT5, PG. 30
Parcel Numbers 45261 1527
Grantar and Gramtee Robert J Guthrie and .]eanlee Guthrie, hushand and wafe
SPOKANE COUNT]' and PFL4ITtIE ORCMARD Hf]MEQWNERS ASSDCIA`T'TON
Ira consideration of the approval by Spokane County af PRAikM C}RCHARD (hereinafter
referred ter as the "Developsnent"), the undersigned cavenants and agrees that:
l. The subdividerlspansor wil] cansfruct the Bums Street and assnciated drainage facilifiies in
confarmance with the approved plans on fle in the County Engineer's Qffice.
2 A loi is served by Burns Street when: a. the anly road frontage for the lat in the Deaelopment is on
Burns Sireet; or b. a lot haviizg frontage trn more than one road (pu63ic or pnvate) construcds an approach
tra Burns Stt'eet.
3 T?:e PRAITZE ORGHARD H(3MEQ'uVIVEItS ASSCICTATIUN or their suaccessars in interest shall
maantain Burns Streefi and asstrciated drainage facilifiies in Gonfarnance with the apprraved plans 6n file
in the Couniy Engineer's +Dffice.
4 The owner(s) of any lot ereated by the I3euelopment or alteration thereaf and sen+ed by BurrQS 5treet
sha11 he respansib]e for analintenance of said private road, including associated dralnage facidities.
5. Maintenance fnancing [rf 8urns Street and assflciated drainage facilities shalb be m a manner
determined by the PRAIRLE ORCHARD H[JNiECIWNERS ASSOCiATI4N or their successcrrs in
interest.
G Shauld the PR ATRIE QRCHART3 HC]MEC)WNERS ASSC)CIATIC3N be terminated for any reasons,
the successars in mterest shall be Che indiWir3ual lot arhmers, or their successors in interest, whp are
mernbers ef the PRAHUE ORCI-TARD HC}MEOWNERS ASSOCIATIaN at the tsme of sald terminatron.
7 C}wners of lots withm the DevelQpment who are serived by such road may sue and recover damages
and attorneys' fees fi'am any owner of any lot within the Develapment which is simiaarly serVed wha
refuses to particYpate in the road and drainage faclilifiies construction, financing, and tnamtenance.
8. WARNTNG: Spokane County has no responsfbiZlty ta build, trraprave, or rnaantain ar otl2erwc,se
sen,ace tlae BurFZS Srreet nnd czssociated drainuge ftrcadrtaes cantaaned walftin or praviding seruace to the
property deserabed in this Deuelapment. By acce,pting this developipaerrt or subseque,ntly lay allawarag a
buclding,perintt to be rssuedforproperty ort Burras Street, Spvkcrrre Caurxty assumes lir obligcaCion for
said Burns Street ajtd the awrcers herahy acknowledge that the Courtty lrcrs na oblagatiart ofaray kind ar
iiature wlaatsaevea' ta e.stahlish, examine, surve,y, construct, alter, repaar, aanprraue, mrrantain, provade
draanage rr sncaw rernaval an Burras Street or ats ussoctated dru2rtage facilitaes.
-9. Whemever the PRATRIE QRCHARD HQ1VIEOWNERS ASSC]CIATION or their successars in interest
fail to maintam the drainage facalzties in conformance with the approued drainage plan, a nqtice wili be
given to the PRAIRM ORCHARD NC}MEOWNERS ASSqCIATIQN nr their successQrs in interest by
the Caunty. If not corrected after 10 days, the County has the right to coreect the maintenance failure or
haVe it corrected at the expense of the PRAB-IE ORCI--iA,RL) HONtEi7WNERS ASSC3GIATI[]N or their
successo_rs in interest or latts in #he deuelopment.
= 4833434
T71;2403 ~03 30P
' CIC A55MATE5 _ AV $24,00 _ Sao![ane Ca. WA
10. Spokane Caunfiy dfles nat accept the respansibility of maintasning the drainage course on private lots
withFn drainage easements ur floadpIain areas, n6r the respansibility for any drainage ruhatsaever,
inctuding but not limited to inverse condemnatron ta any properties due ro deficaent constructian andlor
maintenance af drainage cvurses in drainage easetnents nn prlvate prapert}+.
11. This eovenant and agreement shall run with the land and sha11 be binding upon the owner, their heirs,
successors csr assigns, including the abligation to participate in the maintenarrce of Bums Street and
drainage facilities as prcavided herein, untrl such time as ihe rernainmg portiota af the cul-de-sac is
dedicated to the public, consfiructeti and established for maintenanGe by 5pokane County.
IIV WITNESS WHEREC)F, the undersigned haue caused tihis tinstrument ta be executed on t,his day of
~ , 2Q0
T JEaN EE G~
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p{y,4'~ T ~ s+
ACKNO17VLEDGMENTS ~~~y Go
' 0 146
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=
STATE OF WASHINGTON } ~ '
)ss ,
r ~
CflL1II1L]f flf SpOka31e } I'~ T% VA
4~1~1\Y~~■
Tcertify that I lrnow or that I hare satisfactory evidence that ROBER"Y' J. GUTHRiE and 7EANLEE
GUTHRTE, hushand and wife are the persons wha appeared before rne, and said persons acknowledged
that they signed this instnarnent, on aath stafied that they were authonzed to execute the instriumenfi and
aclrnorvledged it as their free and votuntary act and deed, fior the uses an+3 purposes stated in the
instrurnent.
DA`I'ED this ,16 day of _,14 1u4JAA'1
ti
r
NUT.ARY PTJBLIC, rn and for the 5tate
vf 4'Vashington residmg at Spo ne,
My Comrnlssian Expires ~f 0
~
~ •
Spokane Coumty Engineers
1026 W Brt►arlway
Spokane WA M60-0174
509)477-3600 PUA
Docurnent 'Iit~~ ~~CLARATIUN OF CQYENANT
' Referenee Numbeis
I.egal Description
Pareei Nurnber
Grantors and Grantees
Irx considerati4n af the approval by Spokane Counry of
(hereinafter referred ta as the "~'levelapment"), the un€tersigned Gcsvenants and agrms th,at:
GORka JrMce#
1. 1`he subdiViderlsponsor will construct the ~ anrJ associateci drainage facilitie.s in canf'nmzance with
the appraved plaus on file in the County Engineer's I]ffice.
'$UitU:g► &RvCCt
2, 1 t" 021off, b when: a. the Qnly road frontage fnr the lnt in the ~velapment is on the
. a Iot having frantage an more than one road (pu'bhc or private) oonstructs an approach to
. ~]1e.~1c S~~t~}
3. `I'he SlQee-i
Hame Owners Association ar their successors in interest sYall znaintain and associateci
drainage facilitnes in r.onfoz-nance with the agproved plans on file 4n the County Eregineer"s L]fFce.
wq-&& sweffi
4. The nwner(s) af any lot created by the Develogment or alternatinn therecaf and servad by i.~~ shail
be responsibfe for maintenanr.e af said private raad, u►cluding associated drainage facilities.
%%(V~ ~i!'''r '
5. Maintenan~ financing Qf the and associated drainsge facilities shall te in a manuer dete,rmined
by the
Hame (3wuers Assaciatian or their successors in 9nterest.
6. Shauld the
Home C}wners Associatian be terminateci for any reason, the suceessors ,in interest shaU tre the individual lot
owners, or tfieir successors in interest, whQ are rnembers 4f the
Home Chwners Assveiatian at the tune of said temzination. .
7. te rc7aci
8. Clwners of lots within the Geaelopment whn xe served by such road, rcaay sue and recnver damages and
sttarneys' fees from any owmer of any lvt within the I]evelapment vvhich is similarly senred who aefuses ta
participate iai the road and draina,ge facilities construction, financing, and maintenance.
9. WARNING: Spokane Crsunty Juls ria responsibiIity to buiut, imprvve, vr mainriun Qr orherwise service the
' and associated drainage fncalities condained wathin or prcrviding service to the praperry
+5.~ rlescriberi in the Deve2apmetrr. By accepting this deielopment or subsequentty by allowing a 6urlding pemric ta
be i.ssued for prapeny on a-P SgQkane ! aunay as'sumes no obliguaion for su~ the
awners hereby acknowledg~ t the Cvunty ,i~as no obTigaticrn of rury~ ki~ af nalure tr~ilish,
urvey, cr~~rsxructalte repaar, imprr~ue. mai,ntr~ira, provirte drrcirage or snop~-
~mine. s
~ud•er its' crssc~cr~rted draana~e ~~es.
Sv* A6
~
, . ~
10. Whene►+er the
, . . .
Hame (hvners Association or their successars irr interest fail ta maintain the drainage facilities in
confnmiance with the appro►+ed drainage plan, anoTace wW be given w the
Hoffie OwIICIS AssodSt1@II S1P theIP 513CCessOI'3 Ill 1LIf£resB by i}1e C411L1ty. Tf T1oI CO'SIecIG'Yd aftCL 10 day5, the
County has the nghE to carrect the maintenance failuae nr have it correcr,ed at the expense of the
Horne I]wners Association, their seiceessars in inferest, or lcrts in the der+elopment.
11. Sgakane Couuty does not accept the re5ponsibility crf maintaining the drainage r,ourse on priVate lvts within
drainage easements ar floodplaun ar€as, no the responsibility for any drainage, whatsoever, includuxg but nat
limited w inverse condeznnatian ta any pr~pertties due to deficient canshvction andlor rnaintenance of dra.inage
courses in drainage easernents an private praperty.
12. This coVenant and agreement shall run with the land and shall be hinciing upon the pwner, their heirs,
successors vr assigns, including the abligatian to particigate in the mauntenarzce af and
drainage facilities a,s paovidel herein. &*~yr ~
umhL svc ''-IrAZ A6 J'G~e ReIMA1~ patk#~dN tiF °►e CuL ~ 5~
t s ~,tc +a ~ ic i co 0u~94cW- AtJO E&DOIUMANK,
NV ~A~ ~ ce ~O ~ ~,~f (fv t~
~
OWNER
Dated rhis day of , 20
STATE IJF WASHINGTatV j '
:ss
Cvurty of Spokane j
aia this day persorurlly appeared before me
la2own tn me to tre the i,*rddvirlurrl(s) descr[bed in and who erecuted ihe wiihin and foregoing instrrwwnt and
ucl=wledged rizut helshelthey sdgned the same us hislherliherr free auzd voIrintary dct aru!` deed fQr tlte uses and
PwPoses lherein strrterl.
GNEN UtY,aER tk1'Y HAN17 A1VI] G1FFICIAL SEAL this day of )20 .
lVotary Puhlic in wrdfvr the State
of Washington, residing a1 Spakane
klfldeclspud iiaoo
2
~I
1
.
PLAT NA.ME NO.
~ srATISUcs - DA°rE ~
Plat Check Fee Z... 1 t:;;,P 4, 'PI,'T 7.
Numb~~ ~f Lots
~
Road Miles (New)
-roW ,area ~ Z- ~5r~
AUp
IVorffi Arrow I I
5cale I I ~
Legend LDLLC4e 61~ I'V~] nJL7l~hE' e~~l
Procedures & Equipmen[
Basis of BearLngs
Plat IACation By Title
flfficial Signature Bloclcs
Surveyors Certificate
Road Names tC,`fc n rr I C
Road Widths
Adjacent Area
L,ot & Block Numbers ~
RIVV Dedication ~
designated
1 Fvvt Strips i ~
3 RPS on GLQ Corners
Tract X
Lot Areas
Bench Mark
Closure
I3EI}ICATIOI~f ~
Descriptzon ( o Ma~
Description (To Cert) ❑WI1eY5 lA J~~n
Certdfcate to Plat
I Foot Sxrips
RID - CPR Statement I p AJ'4
Aescss Prohihited
RIW Dedication
Drainage Language
Dramage Covenanc # I "r
Flacad Insurance I ~ ~l
208 Bonds -$1,[1Q0.fl0 ea I 208 FLANS AFPR~'JVE I
F'rivate Road Doc. #'s f~cn _
F'rir~ate Road Warnang I I
Road Plans ICL-L_ ~
Road 8vnd Improvernent
Road Sond Ins,{ection
~ Signed By Engineer I C3~~
F ,I
0
_ ~ccJ1~ d ~CTi~~C'~+Ey fC ►~~~s).~ tlJ'r~, l r ~ ~f ~
A~
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kldlflplathst ck4100
4
~
RECEIVED
SroKAvE Caux r~ EXAMINER JUL 02 2001
SPOKWCOuMr ~NGINEM
RE: Preliminacy Plat of Prairie Orchard, in }
the Urban Residential-3.5 (UR-3.5) Zone ~ FTNIDiINGS +QF FACT, Applicant: Rabert and JeanT.ee Cuthrie ) CC➢NCLUSTCINS UF LAW,
File No. PE-1885-U1 ) AND I3ECISION
T. SUMMARY f)F PRC3P(7SAL, AND DECZSTON
ProposaL• Application for the preliminary plat of Prairie Qrchard, ta subdivide
approximateiy 2.34 acres into 71ots for single-family residences, in the existing Urban
Residential-3.5 (iJR-3.5) zane.
Aecisivn: Approved, subject to revised conditions.
11. BACKGRCITJND INF47RV'IATION1FYN'DINGS QF FACT
A. GeneralInformation:
dpplieantlSite Urvner: Rabert and TeanTaee Guthrie, 1524 South Wal1 Street, Spokane, WA
99203
Site Address: 14925 East 24th Avenue, Veradale, WA
Lacatian of Sits: Generally lacated north of and acYjacent to 24' Avenue, adjacent to the
midpoint of the svutherly terminus of Burns Rvad, in Sectivn 26, 'I`ownship 25 Nortti, Range 44
EWM, Spakane County, Washingtan,
Parcel Nurnber; Cvunty Assessvr tax parcel nv. 45261.1527
Legal Description: The South haif of the West half afTract 208, Vera, according ta plat
recvrded in Vvlume "0", Page 3[} vfPlafis, recards afCounty Auditor, Spaka.ne Cvunty, WA.
Zoning: Urban Residential-3.5 (LJR-3.5). The site is also located within the Aquifer i
Sensitive ATea (ASA) []verlay zone and the Puhlic Transit Benefit Area designated by ttae
- County Zorraing Code.
Cnmprehensive Plan: Llrban category. The subjec[ property is also within the ASA, the
k'ziarity Sewer Serv'rce Area and the Urban Tmpact Area designated in the Plan.
County IUGA: The subject property is located inside the interim urban grvwth a.t'ea (TCTGA)
baundaries designated by Spvkane Caunty, gursuant ta the Washington State Grvwth
Managernent Act,
HE Fir►dings, CUIlGl11510riS 7IId Qec1514ri PE-1885-01 Page 1
*4A
~
4 ' R~ • •
' N B
. : . . Y w .
Environmental Review: A Determination vf Nonsignifieance was issued by the Cvunty
Division crf Planning on May 1$, 2001.
5ite Description: The site is 2.34 acres in size and square rn shape. The southeast portion of
the subject praperty is improved with a single-family residence and tu+a detacfied garages, which
impravements access 24th Avenue; and associated fencing and landscaping. The remainder of
the site is Wegetated with grass and a feW trees. The site slopes geaneray toward the southeast,
and includes some moderately steep slapes. The northwest corner of the site lies at the midpoint
of the sau#herly termYnus of Bums Raad.
Area Road 5ystem: The County Arterial Road Plan maps designate 24' Auenue as a
Callectvr Arterial, Adams Road as a NTinor Arterial and Sullivan Road as a Principal Artterial.
Btuns Road and Fragress Road are considered Lncal Access road5. Burns Road kerminates at the
northwest corner of the subject property. A ZQ-fovt vaide Cvurity sewer easement ahuts the vwest
properky line of the subject property, extending betvveen 24" Avenue and F3rxms Road.
Surrounding Conditi4ns: The CJrEaan category of the Comprehensive P7an lies nartherly of
24' Avenue in the vicinity, west af Pragress Raad. East of Progress Road, the L]rban category
extends sauth ta 32nd Avenue. The Subiuban Plus categvey crf the Gomprehensive Plan lies sauth
of the T]rban categary in the rricinity. Terrrace View Park, a large caunty park, is Found
approxirnately 1l2 mile west of the site, along 24' Avenue east of Euergreen Road. 5unrisa
Elementary School is Tocated west af the site and Adarrzs Road, alang the svuthh side of 24t'
Avenue, Ajunior high and higk► schaol are alsv found in the surrvu,nding area.
The land Iying svuth af 24' AVenue in the vicinity, hetvveen Adarns Road and Progress Ftoad, is
zoned Suburhan Residential-l (SFL-1) and develrrped with single-family hornes an lats generaily
one acre in size ar larger. Large-animal keeping and agricultural uses are also present an scame
1ots. The land lying nortth of 24" Ar~~nue in the vzciniEy is zoned [JR-3.5. The Iand lying
northerly af the site is developed with sing1e-faenily hvmes on lots ranging frarn one-third ta one-
half acre in size.
The land lying between the site and Adarns Road to the west is develaped with single-family
homes on Iots at least ane acre in size. The land lying hetween the site and Pragress Road tv the
east is deVelaped with single-farnily hor~es, includYng 41c~ts eac~a ane-third acre in size, and i lr~t
approximately one acre in size.
Description of Praject: The application prapvses divisian of 2.34 acres inta 7 single-
family residentiallots. The preiirninary plat map of recnrd submitted on February 26, 2001
illustrates 1ot sizes ranging frarn 10,500 square feet to 28,8(]0 square feet in size. The "net
density„ trf the prvjeGt, which equals the nunber af dwelling units per acre, excluding the area
Xacres) for roads and connrnvn open space, is approxirnately 3.1 dwelYing units per acre. See
Zaning Code 14.300.144.
The preliminary plat map illustrates the Ixistting residence and detached garages vn a 28,800
square £oat lot lacated in the southeast p'artion of the site, which lot vvould continue ta access 24'
Avenue directly. The twv other Tots fxanting alang 24" Avenue would share a drideway access
to such road. Lots 1 and 4 in the project would access a half cul-de-sac created at the nQrthwest
corner af the site, extended fram Burns Road. Lots 2 and 3 would ar.cess the half cul-de-sac
HE Findings, Conclus`rons and TJecisign pE-1885-0I F'age 2
y
through a driweway easement exkended alorrg the narth border af the subject properiy. The
appIicant daes not plan to pave the driveway easement.
The project would be serVei by public sewer anci water, aund underground utilities. County
Engineering conditians require the applicant tv improve 24" Avenue along the frontage af the
site, including the additinn af asphaTt, curb and sidewalk. 5uch c4nditions alscr require that the
half cul-de-sac be impraVed to public road standards; but be ma,intained as a private road wikhin a
pubtic right of way, until such time as the remainder raf the cul-de-sac is developed errn adjacent
property.
B. PraceduralInformation;
Applicable Zoning Regulations: Zoninag Code Chapter 14.616 ([JR-3.5 zone}
Hearing Date and Lvcation; June 6, 2041, Spaakane County Public Warks Building, Lower
Level, Commissianers Assetrgbly Roorn, 1026 West Braadway, Spakane, VVA.
Notices: Mailed: May 14, 2401 by applicant
• Posted: IVTay 14, 2001 by applicant
Publi shed: May 18, 2001
The reguirements for public natice have heen anet.
Site Visits: 7une 5, 2001 and Ju1y 2, 2001
Hearing Procedure: Pursuant ta County Resaiutian Nms. 95-0171 and 96-4294
Testimorny:
Tatnes Richardson Greg Baldwin
Division of Planning I]ivision of Engineering
I026 West Bmadway 1026 WeSt BT{}adWay
Spokane, WA 99260-0240 Spokane, WA 99264-0240
Gevrge VVatson Nei1 Frar►r-nm
14925 East 24' AveMUe 14918 East 23`4 Avenue
Veradale, WA 99037 Vera.dale, WA 99037
Items PVoticed: Spokane County Generalia.ed Cornprehensiwe F'lan, County Zoning Code,
County Cvde, County GuideTines for Stonnwater Management, and 1999 County Standards for
Raad and Sewer Canstructian. ComprehensiVe Plan land use map, County official zoning map,
and County Arteriai Road Plan map far vicinsty. Final land tase decisions referenced in Staff
Repart and decision herein.
County Resvlution Nvs. 99-0265 {revising County Standards for ltvacl and Sewer Construction}=
98-04$2 (increasing allawable density in the UR-3.5 zvne), 97=0784 (revising interirn reg►Platians
far County IC7GAs), 96-0294 (Hearing Examiner Rules of Procedure), 96-0171 (Hearing
Examiner Ordinance), 95-1005 (suspending park mitigation fees), and 85-0900 (adopting County
Zvning Cvde, and Program to Inplement Zoning Cvde).
HE Findings, Comclusions and Qecision PE-18$5-01 Page 3
IIi. LANn v~~ ANALYsIs/
FINDTNGS 0F FACT & ~ONCLUSI[]NS QF LAW
A. General approval criteria
The Caunty Hearing Exanainer Ordinance authoreties xhe Hearing Examir►er to grant, deny ,
or grant with such conditians, modifcations and restrietians as the Exarniner finds necessary to
maTce a preliminary plat use applicatian cvmpatihle with the Caunty Camprehensive Plan and
de.delopment regulations. See Caunty Resolutivn No. 96-0171, Attachment "A", paragraphs 7
(d) and section 11. Develapment regulations inciutie, withvut Izmitation, the County Zvning
Cade, the State Envirotirnental F41icy Act (SEPA) and the County's Lacal Environmental
[]rdinance {chapter 11. 14 af 5pokane Cnunty Cade).
RCW 58.17.110 requires local gavernments, hefvre agproving a preliminary plat, to adopf
vvritten findings that khe preliminary plat and its associated dedication make appropriate
prvvisian far the public health, safefy azld welfare, and for the releuant factars listed in such
statute; and also that the preliminazy plat vvill serve the public use and interest. A prelimina.r}+
plat must alsa conform t01oca1 aoning regzlations and vther applicable land use contrcrls. 5ee
RCW 58.17.195.
General confotmance with a comprehensive plar► is relevant in deterrnining whetfier a
preliminary plat should he approved. See RCW 58. 17.014 and RCW 5$. 17.1 D4; and Norco
Canstruction v. King County, 97 Wn.2d 680, 682 {13$2}. A comprehensive plan is cvnsidered
as a generaT bluepairit fcrr lartd use reguiation by 1acai gavemnaents. See Citizeru for Mnunt
Vernon v. +C'ity of Maunt Vernon, 133 W ri.2d 861, 873, 947 P.2d 12(}$ (1997); and Cathcart v.
Snohamish Cvurrty, 96'Wn.M201, 211-12, G34P.2d 853 (19$1). Where acomprefiensive plan
confliets with zaning regulations, the latter wiFl usually be construed to prevail. 5ee
Weyerhaeuser v. PierGe County, 124 Wn.2d 26, 43, 873 P.2d 498 (1994).
The County Comprehensive Pian itself indicates khat it should be useci as a re£erence sc+urr-e
and guide for ana.lcing land use decisions, primarily thraugh its pviicies stated as "decision
gaidelines".
Chapter 12.400 af the Count}+ Code sets forth the requirements for apprvving prelimina.ry
and final plats. Sectian 12.400.118 requires the entry of a written finding that the prelgminary
plat conforms to the Caunty Zaring Gode, chapter 58.17 ~CW a.nd other land use "plans" lcnown
to exist. Sectivn 12.400.122 requIIres the design af prelunnnary plats to canform to County plans
and standards, and ather land use cnntrals adapted to implement the Cvunty CamprehensiVe
Plan; and imposes certain general design standards for plats. Chapter 12.400 specifies general
requirements for roads, sewage disposal, water supply, stornn water nmoff and utilities in shvrt
plats.
5ection 14.100.144 af the County Zoning Cvde states that the provtsians of the Code shaYl
be interpreted to carry aut and implement the putpose and intent af the ComprehensiVe Flan, and
fhe genera,fl plans for physical developrnent of the caunty adapteri by the $oard of County
Connnissivners. Zoning Corie 14.100.106 indicates that when the provisians of the Zaning Cade
conflict with the CvrnprehensiVe P1an, or other adopte{1 plans and develapment regulatians, the
HE Findings, Cvnclusions arcd necision ; FE- 1885-41 Page 4
,
more restFicta ve provisions shalI govem to the extent legally percnissible and the Zoning Coade
provisions will be met as a minirtzum.
Spakane County has designated a wide azray of loca1 SEPA policies wtvch may be used to
conditican or deray land use actions under the County's Local Environmental CDrdinance. Such
poiicies include the Cornprehensiwe Plan, the Cauntyr Zoning Cvde, the County Cade, County
Raad Standards, Gvunty Stvrmwater Guidelines, recvrnrnendations receiaed frartb County
departtraents and other public agencies an lattd use actians, sfiudies performed an a land use
action voluntarily crr at the request of a Caunty department, and other listed regulatians and
palicies. See chapter 11. 10, Spokane Caunty Code.
B. The oxeliminarv Wat and dedicatian, as canditianed, 2enerallv Gonfarm with the Snvkane
Cvuratv Generalized Comwehensive Plan; hear a sutastarttial relationstain to and will not be
detrimental to the Dublic health. safetv and 2eneral welfare; serve the nublic use and interest:
make a~]TZlDriate Drovisinn fvr the nublic health, safetv and welfare, and the factors set forth in
RCW 58.17. 110: and ccrmnlv with the Snokane Countr Zonana Code and other annlicahle
develonment re2ulations.
The site is designated in the Urtran categvry of the Comprehensiwe P1an. The Staff Repart
sets farth the applicable polrcies of the Urban category, and finds that the preliminary plat
generally confarms with the Urban category. The Exanza~er agrees wath such analysis, and
a.dopts the same as findings and cvnclusions herein, as supplemented below.
The site abuts 24" Avenue, a Collectar Arterial, along its scruth property line. 1 he
nnrthwesf comer of the site lies at the midpoint afthe southerty terminus of Bums Raad, a Local
AcCess rvad vvith a right of way nf 50 feet. Adams Road, which lies approximately 640 feet west
af the site, is designated as a Minor Arteriad.
The Transportation sectivn of the Cvrnprehensive P1an cont,airis the Arterial Rvad Plan
(ARP) and policies related to the develvpment of and along county raads. The ARF describes
and designates caunty arterials inta the classes of Principal, Minor and ColTectar Arterials. All
other cvunry roads are cansidered Lncal Access roads. See Comprehensive Plan, Sectivn 2 1.
The ARP indicates that it is to he implemented through advpted arterial raad pla.in maps, adopted
road standards, and the Gounty's Six-Year Capital Inprovernent Plan. CornprehensiVe Plan, p.
261.
Collector Arterials, such as 240` Avenue adjacent to the site, are characterized as reiatively
lvw-speed, 2-lane facilgties designed to provide greater access to adjacent property, rather than
the mobility af traffic thraugh an area. They should primacily serve individual neighborhovds,
distrilauting traffic from neighbnrhaod traffic generators and Laca1 Access roads to Minor annd
Principal Arterials. The ARP considers sidewalks and on-street parking to be desirable along
Minar Arterials. IJirect access to adjacent property is contemplated along such a.rterials. See
Comprehensive Plan, p. 247 arad 25$.
The Transportation sectian encaurages an adequate, efficient, safe, econornical and energy-
canserving arterial system; ane which prouides cvnvenient access to Taomes, emplayment,
shopping, personal husiness and recreation. Decisivn Guideline 21.4.2. Decisiran Guidelines
21.4.5 and 21.5.7 vf the Transpvrtatifln sectian reGarnmend that the function ofexisting and
HE Fmsiimgs, Conclusions and Decisivn PF, 1885-0d Page 5
future arteriafs be preserved by c.ontrolling land uses, parking and direct access alang the
arterials. T]ecision Guideline 21.5.3 eneourages land use planning that mrnimiaes the need for
high capacity transportation carridors, and encourages laxtd uses in areas that can take advantage
af the arrailable eapacity vf existing arteraal stree#s.
I3ecision Guideline 21.5.11 recvmmends pedesbrian faciiities that enhance ttze safety and
canvenience of pedestrian trauel and to prQvide access to neighborhoad facilities. Decisivn
Guideline 21.1 _S states that sidewalks should at a rninimum be prvvided alang aPl au-terial raads
and a11 lQCaI access roads which lead to schoals, parlcs and shopping districts_
i
The ARP recammends the early acquisitian of the prescrikaed right of way width for
Principal Arterials, though actraal road canstruction within such right of vvay may be
acevmplished in phases aVer time. Camprehensive P1an, p. 253. L)ecisivn Guideline 21.1.3 0#°
the 3'ranspartatian sectian states that the reView af land use prvpvsals should cQntain pravisivns
for extensions, alignments and adequate right vf way acquisitian fvr designated Cvunty Arterials,
Ubjective 21.1.6 reccammends that lang-range widening requirements be cansidered in
develvpments adjacent to arterials and anficipated arterials, to allow fvr increased traffic volummes
caused by future develapments. Decisivn Guideline 21.1.1 3 states that in selecting long-range
artetial irnpzavemenfs, cansideratian shvuld be given to long-range improdernents at significant
1ocatians where such improvements wilil delay or eliminate future high cost reconstruction. The
Transpartation section policies advIlSe that propased developFnent may be required to dedicate
needed righ# vf way, or to widen, or assist in widening, existing transportation facilrties; all in
accardance with established raad design critezia and official maps. Decision Guideline 21.1.7.
The primary iFUUnctivn of Lacal Access rvads is to provide access to adjacent property and
deliver traaffic to arterials. Such roads are to be designed and Iacated to prauide convenient
access to residential lvts, discouragc flows of traic through a neighborhaQd, and encaurage
cvntinuaus ar unabstructed flow of tra£fiic from a neighharhood to a neighborhoQd Callectar
Arterial. Gompreher,sive Plan, p. 247 and 260; and Decisian Guideline 21.3.3.
DecESion [luideli.ne 2I.5.10 discourages "through" trafffic from using residential access
streets, and encourages malring residential neighborhoods mare attractive to famiiy residents.
The aIignment and traffic contt'aF shvuld encaurage a slow, safe speed. This may be
accomplished by utilizing physical and traffic management techniques such as offsct
intersvctions, circle drives, curvilinear street design artd cul-de-sacs.
The pvlicies vf the Transpastativn section and the ARP are primarily impiernented through
the road provisions cantained in Title 9of the Caurrty Cade and the County Standards fvr Raad
and Sewer Cvnstructivn. ,
The site is zoned Clrban Residential-3.5 (LJR-3.5), a zone that specificalYy impTements the
L3rban category. Tn 1998, the rnaxirtautn i 'residential density (net) permitted in the UR-3.5 zone
u+as increased from 3.5 to 4.3 dwelling units per acre. The density {net} taf the project, as shown
vn the preliminaty glat map of record is approximately 3.1 dwelling unirs per acrep we11 belaw
the a1lnwabTe density in the [JRp3.5 zone.
HE Findings, Conclusions and Decision PF,1$85-01 Page 6
f
The praject includes one 28,800 3C]1131'e foC1t lot f(3Y t1e eK15ti1T1g Ie51deriCe [lTl the 51tE, and G
single-famiIy Zots ranging fram 10,600 square feet tcr 14,300 square feet in size. The ivts in the
proJect meet #.he rninimum lat size xequired in the UR-3.5 zone of 10,000 square feet. The
average lot size in the project is comparable to many of the lots PQCated northerly arad easterly of
the site, althaugh most of the la#s in the praject are smaller than surrounding lots.
The Urhan category+ prarraates a variety of residential densities and use types, and
recommends a residential density (net) range of 1 to 17 dwelling uruts per acre. The Urban
categoty and the Count}+ Zoning Code encaurage higher density hQUSing along or near arterials,
provided a Ul line of public setvices is available. See Zaraing Cade 14.61$.100 and 14.620.100;
and Decisian Guideline 1.1.3, GDmprehensive PZan. The applicant proposes a reiatively low
density of hflusing in the Urban category, vvhich density is consistent with the underlying 2aning.
The prvject constitutes "fill-in development", as defined by the ComprrehensiVe Pian
glossary. The praposal lies betvveen and in clase proximify tv at least 2existing developei
geographic areas having densities and land uses that confami to their designated land use
categories in the Comprehensive Plan. The Pot sizes in the praject would aid in the ecanomic
support of public service systems by increasing the cvst-effectiVeness of utilities ar►d public
facilities and serviees. It is noted that the Urhan category recvtramends an allowance for "bvnus
densities" for develapment meeting the "fill-in" criteria, althaugh bvnus density was nat
requested a.nd its not needed far the project.
The site is located within the interim urban growth area (ZUGA) baundaries designated hy
the Cvunry, pursuant tv the 5tate Growrth Management Act (GMA). Higher densitfes of housing
are generally encouraged vvithin FUGAs, as vppased to la.nds lying vutside such designatians.
The site is served directly by public sewer, as encouraged by the County's interim development
regulativns for lands lying inside TUGA borundaries. See County Resolutian Na, 97-0$74,
Section S.
The project vvill be senred by a high level of pu'blia services, including public sewer and
water. The site is designated in the Puhlic Transit Benefit Area, which Toning Cvde 14.3(]0.1 []0
defines as khe area where the Sgeikane Transit Authority is respansible for praviding public
transit service.
The owners of a tvtal of S lvts lvcated narth of and adjacent to, or near, the site, oppnsed
the prvject. Such owners expressed concem regarding the additional traffic generated alvng
I3ums Road; the adequacy of the half cul-de-sac aund driveway easement to provide safe access
for emergency, Auhlic service and personal vehicles; the iocation of a driveway easertient alang
the north border of the site; dust generated by vehicular travel vn the unpaved easement; and
ather cQncems. Ph4tographs vvere indroduced iliustrating the parking of a number cars at the
southerly terrininus. Hearsay testimony was submifited that the owner of the adjacent lot lying
vvest of the site opposed extending the west half of a cul-de-sac for aurns Road onto his lvt, as
part of any future deaelapment plan.
County Engineering cnnditians require that 24' Avenue he impraued, iucluding the
addition of asphalt, curb and sidevvalk alang khe &ontage of the site. County Engineering
adviscd that it was undesi.rable tv extend Bums Raad to 24' Avenue, due to its praxirnit}+ to
Adams Raad, a Minar Arterial, to the west; and due tv the dvwnward slmpe of the land &am the
HE Findings, Conclusivns and Decision PE-1885-01 Page 7
north ta the south, which rnade iC diffic l lt to construct curb and sidewalk in the southerly pvrtion
of the site near 24h Avenue. See testirnony of Greg Baldwin. Such extensran would also allaw
through traffic to access 24h Auenue &vm the neighborhaod tn t.he north, along Burns Raad,
which vvould create mare traffic impacts tha.ri addinp acul-de-sac at the south end of Burns Raad.
Gounty Engineering indicated that the slape afthe site also made it difficult to construct a
eul-de-sac extending vff 24'b Avenue; and that the internal access prapased in the plat
accammodated such slape, vvith the sautherty lots in the project directly accessing 24'' Avenue
and the northerly lots accessing Burns Rvad. See testimany of Greg Baldwin.
The applicant's agent testified that the internal access desigmed t`or the prcaject was driaen
by the Pacation of the existing residence and detached garage on proposei Lcrt 7 in the
preliminary plat, lacated in the southeast cvmer of the site. Such agent currently resides in such
residence. See testirnony of +Cearge Watson, The residence and detached garages on such parcel
are located an a rePatively flat pvrtian of LQt 7, between stvping areas lying to the southeast annd
narthwest on sueh lcat. See preliminary plat of recvrd.
The 1999 County Standards for Raad and Sewer Canstruction define a"cui-de-sac" as a
shvrt street having one end apen to traffic and ending with a vehicle turnaround, either
perrnanent or temporary. Such standards currently require dead-end pubiic roads to have a
ternpvrary vr perma.nent cul-de-sac at the end. See 1999 Caunty Rvad Standards, p. 1-2, and p.
10. The standard designs of public straet cul-de-sacs are shflwn on Sheet A-10 of the 5tatdard
Plan sheets contained in an appendix ta the 1999 Cvunty Raad Standards.
Gounty Engineeaing cc+nditions require that the half cul-de-sac fQr Burns Road be paVed
and curheci to pubtic road standards, but !ae rnaintained as a pn'vate road until such tirt~e as the
remaining portion of #he cul-de-sac is dedicated to the public and improved to pubYie road
standards. The north half of the parcel to the west rs currently undeveloped, so it is conceivable
that the cul-de-sac cauTd be extended, a11tYiough there is na assuraace #hat fhis will occur. See
aerial phota of area in project file.
The half cul-de-sac in the prvject, along with the driveway praposed along the nvttthh
I3YG]]e1't]+ llIte OFtle 51te Wlll C5SeI1tPalIy ClpeYate aS a FI1Vate "hamanerhead". Private cul-de-sacs
and hammerheads have a stanciard "neck" width of 20 feet. aee 1999 Cautity Standards, Sheet
A-1 Da of 5tartdard Plans. The half cul-de-sac in the praject has a short neck of 25 feet, and a
radius of 50 feet, while the private driVeway is 20 feet.
The applicanfi's agent testifieci that he had discussed the proVisians for fire access for the
project, including the cul-de-sac and hammerhead kumarounad, with the fire distriet, which found
such design to be acceptable. Fire Tlistrict 1 submitted written cvmments regarding the project,
which indicated that it had no objections ta the prajeet, and that the provisions far water and
access illustrated vn the preliminary plat` map were adequate.
No evidence of atraffic engineering nature was submitted establishing that the prvject will
degrade the levels of seivice of transpnrtation infrastrncture in the area to a failing level, ar that
taaffic safety will be significantly impacted. T'he proposal wpll add vehicle trips from 4
residences to Burns Road. This is nat a significant volume of additional traffic. While the
access prvposed daes nat represent an ideal situatinn, the Examiner finds that the half cul-de-sac
I-iE Fmduigs, Conclusi6ns and Decision F'E-1685-01 Page 8
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~ and drivcway access proposed will feunctian adequately in tezms of safefy and avoiding
cangestion.
The applicant vppvsed paving the driveway access along the north bnrder of the praject in
arder to sa►re cvsts, and perhaps fio reduce drainage requirements. The County Road Standards
do nat require driveways to be paved. The County Zoning Cade requires aff street parking areas
vvithin the Urban Irnpact Area, in which the site is lacated, to be paved, subject ta waiver by the
Spokane County Air Po1lutivn Cantrol Authority (SCAPGA) where iz is deternined that vtber
surfacing vvill nof adversely impact air qualiky, water quality ar the integrity of #he parking p1an.
Driveways are not addresseti. See Zoning Code 14.842.080.
SCAPCA, in its March 1, 2001 written cQrnments, strongly recamsriended that all traueled
surfaces, including ingress, egress, parkIlng areas, access rvads, ctc., be paved and kept clean to
minimize dust emissions. The drirreway prvposed alang #he north border af tkae si#e abuts the
back yard nf the zesidential prvperties to the narth. Tv reduce noise and dust impacts tv such
adjaceatt praperties, the Examaner ttas required the propcsse.cii driveu+ay tv be paved.
County Engineering conditions make apprcapriate prvvision for necessary raad dedicatian,
sidewalks for schoolchildren who watk aniy to schoal, road improvements and drainage carttral.
The praject is required ta comply with the Cotanty's Guidelines far Stormwater Management.
There are no critical areas or enviromrnentally sensitive areas an the site. The canditians
❑f approval recommended by the Regional Health District and County Utilities assure thaf
adequate and appropriate pravis'ron will be made fvr puhlic sewer and water to setve the
praject. The lacaP public water, fire and schvvl districts were contacted regarding the project.
The school distric# did not submit any cvmments, Vera Water and Pawer submitted written
comments requesting that the applicant prcrvide additianal utility easernents. As stated ahove,
Fue I)istrict 1 indicated that water and access for the praject were adequate.
The Urban categary of the Comprehensive plan comments that parks waill narmally he
associated v►rith schovls, although nat exclusively. 5ee Comprehensive Plan, Sectian 1,
`Detailed Defin,itian". Decision Guideline 1.2.2 o£the [..lrban cakegary recommends that
resideMtial develvpment pravide recreativna.l opportunities fvr gts residents in accordance with
the Gounty's adoptecl plans. The County no 1Qnger requires valuntary mutigatian agreements
for county parks. See Caw°►ty Resalution Na 95-1005.
The County Subdivision Ordinance requires that the design, shape, size and orien#ativn af
the lots in the praject be appropriate for the residential uses proposed for the site, aazd the
character of the area. The lvts in the project generally satisfy such criteria.
The proj ect is conditivned for campliance with the UR-3.5 a.one, ather applicable
prcavisians ❑f the County Zaning Code, County subdiwision regulatians, and other applicable
deaeloprnent regulatians. The gropvsed suhdivision rneets the general design requitrements
specified in section 12.400.122 of the County Subdivision 4rdinance, and ather requi_rements
listed in chapter 12.400 of such ordinance. Nv deficiencies with regard ta the project's
cvrnpliance with de►relapment regulations haue been established in the recurd.
FiE Findangs, Conclusions and I]ecis'ron PE-1885-01 Page 9
eThe grocedural requirements of capter 43.21 C RCW and chapter 11.10 of the Spolcane
Cflunty Cade have been met. The Heairing Examiner cancuurs with the Determination of
Nonsignificance issued by the Divisian of F'lanning. Na adverse cornments were received from
public agencies that would dictate a need far withdrawal of such environmental determinatian.
The conditions of approval irnposed an the project are supported by a nurnher of SEP1A pcaTicies
adopted by the County identif ed in this decisxon, including the Comprehensive Flan, Caunty
Znning Code, County Rvad Standards, etc.
The aboVe analysis indicates that the project, subject to canditirans, generally canforms to
the Cvmprehensive Plan. The project makes apprapriate proViszons for the publrc health, safety
and welfare, and for the items of in&astrucfiure and vther relevant facts as proVided in RCW
58.17.110. As canditioned, the project is reasonably compatible with adjacent land uses, axtd
will serve the public use and interest,
IV. DECTSIaN
Based on the Fintiings of Fact and Canciusions of Law aboue, the preliminary plat is
hereby approverl, subject ta the conditicans ofthe varinus public agencies set forth beYaw.
Any conditiorns that have been added to or significantIy altered by the Hearing Examiner
are atalicr'zed.
Failure to compTy with the cvnditivns of this appraval may result in revocation of this
apprraval by the Heari.ng Exanniner. This appraval dves nat vvaive the applicant's obligatian to
cvmply with all other roquirements of afiher public agencies with jurisdictioza avet' land
develvpment.
~
SPOKANE COUN'TY T?IVISTUN OF PLAIVNING
r. Ai1 cvnditions imposeci by the Heasing Examinec shall be binding nn the "Applicant",
whach terrn shall include tYie vwners and deVelopers of the property, and t.heir heirs, Sl1CGe55OT5'
and assigns.
2. This preliminary suhdivision applies to the fvilowing descrihed real praperty: The south
half of the west haYf of Tract 208 of Vera, Valume "0' of Plats, Fage 30, Spakane County,
Washington.
3. The praposal sha11 comply with the Ur4aan Residential 3.5 {LTR-3.5}, the Aquifer Sensitive
Area (ASA) +Dverlay zerne, and other applicable praVisions of'tlhe 5pokane Caunty Zoning Cvde,
as amended.
4. The final plat shall be designed substantially in cvnforinance vvifh the prelirninary plat of
record. Nv increase of density or nwnher of lvts, ar substantial modifiCahons ta the prelirrinary
plat shall occur withvut the submittai of a change o£ cvndition(s) application for review and
approval by the Hearing Exani.ner at a public heaning.
HE Findings, Conclusions and Decision PE-1885-01 page 10
i
r _
5. Appropriate raad nazrae(s) assigned by the Divisian of Building and Cade Enforcement
shall be drafteci on the face of the final plat.
6. The street address for each 1ot shall he indicated nn the face of the final plat. The Divisian
of Building and Code Enfarcement reserves the right ta conf rm the actual address at the time a
building permit is issued.
7. The preliminary plat is given c4nditiranal approval for five (5) ye
amgend such canditional approvai, the applicant rnust suhrnit an extensiQn aF time
xan at least thirty 30 days prior to the abave expiration date, but no later thain June 2,
i606. Application for arr extensian of time sha91be processed under the pro°visians of +Chapter
12.100.118 (Extension of Time) of the Spokane County Subdivision [7rdinance, as amended. If
the applica.nt complies vvith the criteria vF Chapter 12.100.118, fihe preliminary approVal and
canditivns wili be changed to reflect the adopted policy and development regulativras at the time
afthe extensivn a.pplicaiivn.
8. Appropriate utility easements shaFl be indicated on cvpies of tlhe prapvsed final plat.
Approval of utility easements by the apprapriate utility companies shall be submitted with any
proposed final plat.
9. Four (4) current certificates of title shall be furxtished to the Divisian a#'PIanning priar to
filing the final pYat.
10. If a partian of the approved preIiminary pIat is submitted for f nal revievv and apgrvVal, the
applicant's surveyor shall suhmit a map outlining in red the area being ~~nalized and delineate the
area ta reFnain in preliminaFy plat status. T'he scale sha11 match the appropriate assessar's map
scale. ,
11, gress arad egr-ess easement illu.strated along the nerthFroperty line of the proprased
poeMinaty plat shall be paved.
S~OKANE iCUUNTY DIVISION OF ENGINEERING ANA ROADS
Primr ta release of abuilding perm'rt or use of property as propvsed;
1 . Cvnditivnal appzvVal a~the plat by the Carant}r Engineer is giVen subject to dedicativn of
right-of-vE+ay and apprQVal of the road system as indicated in the preliminary plaf of recorti.
2. tl Prvfessional Engineer, licensed in the State of Washington, sha11 submit final road and
drannage plans, a drainage repart and calculations that canfarm ta the 1999 County 5tandards for
Road and Sewer Consbruction, the current 1999 editian of the Cour►ty Guidelines for Stormwater
Management, and a11 standards and Yaws that are applacable tv this prvject zf road andAor drainage
imprnvements are reguired. Final rvad and drainage plans and a drainage repvrt sttall receive the
County Engineer's aeceptanGe, prior to releease of a canstructimn ar huilding permit or approvaY of
the final plat. Drainage language wiil be drafted by Spokane County and pravided tv the
Spansor's Engineer or Surveyor for inclusion in the final plat docurnent, foIlowing pTan
acceptanceby the Spokane Caunty Engineer.
HE Findings, Conclusiorjs and Decisiran PE-1885-01 Page l 1
z
3. Any applicable stvrmwater rnanagernent systems and rvads for this piat shail be constzucted,
and certifed to be cansfructed in accgrdance with the accepted rvad and drainage pIans, br all the
required imprQrrements rnust be banded for in accardance with thel99180"WMMOM,
Raad and Sevver Cvnstruction, prior ta the recarding af the final plat. Ftecord drawings and all
canstruction documentation sha11 be submitted with the proper certification statement.
4. This prQposed suhdiVision ar develapment prapasal is located within a drainage trasin,
which has heen identified by the Spakane County Engineer's and Utilities Division as haVing
oeMs. Since this prop4sed subdivision or deuelvprnent praposal is
affected by oz is a contribufiar ta stormwater flows, property owners should participate in the
pianning and irriplementation af a future basinwide stormwater management systern.
5. rq~Ffll~]~`ifl~lJ111~~T~R➢l9Ul~~IJI L-~Iii'II~ • ~ • e ~{t~ i ' _ _ i_ shall Ue
prepared by aWA State licensed Prvfessional Engineer ax Landscape Architect, and
implernenterl thrvughout the duration of cvnstructian. The TESC plan shalY he prepared using
hest managersaent practices (BMP's) currently accepted within the Civil Engineering profession,
and shall ar3dress limits vn amaunt and duration of disturbed areas which have not been
stabilized. The TESC plan shall include, as a rninimu.m, a grading plan, Zvcation and details of
silt cantral structures, and street cleaning prograrn. Runoff from expased areas must be fil#ered
prior ta discharrging into a detentic,n pvnd, evaporativn pond, 20$ swale, or infiltrativn £acility.
`I`he TESC plan is to !ae included in the raad and drainage plans. The applicant's Engineer sha11
subrnit the TESC plan and supparti.rtg calculations to Spokane Gounty for review, and receive
acceptance as part nf the plan review process praar ta site dis#urhance. The TESC rnajvr
structures (such as silt ponds, silt traps) shalY be installed prior to other site wark auad the TESC
aneasures shali be unplemented and rnaintained throughout the duratian af constrvetivn,
incYuding hvuse construction. _
6. I'ursuant to Section 9.I4,0$0 of the Spokane County Code, no person sha11 cvnstruct a road
or other facilities within the existing proposed, ar future public right-oF way, ar the privats raad
easement in connectivn with the actions enumerated in Section 9.I4.020 withaut first haVing
received a permit as specified in SeGtivta 9.14.070(I) for such faciliries fram the Counry
Engineer. Said permit will not be granted until the p1ans far the deVelopment hawe been accepted
by the County Engineer. If this provisivn is violated, the Gounty Engineer may require the
prvjact plans be revised to shvw the corshvction that was done and specify how ths constnzctivn
that was done will meet Spakane County Standards prior to pian acceptance.
7. Canstruction within the propased public streets anti easernents shaYL he perfrarned under the
direct supervision af a licensed engineerlsurveyar, who shall fiu-nish the Counry Engineer with
„Recard Draw'rngs" and a certificate in writing that all imprvVements were installed tv the liraes
and grades shown on the approVed consfruction plans and that all disturbed mantarnents haVe
been replaced. 8. Na canstruction work is 8a be perfarmeti within the existing ar praposed Public right-of-
way until a permit has been issuei by the County Engineer. All wark is sub3ecC ta inspection and
appraval by the County Engineer.
HE Findings, Cnnclusians and Deeision PE-1$85-01 Page 12
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9. AlI canstructian within the existing or proposed Fublic right-of-way is to he completed
prior to filing the final plat vr a hond in the arnaurrt estimated by the County Engineer to caver
the cost of canstructian af improvements. Construction certification, "Record I]rawings" and
monurnenting the street centerlines shall be filed with khe County Engineer.
1[]. U.&TI an StubiRoaO
11. Apprcrpriate provision shall be made that the following described prQperty is held in trust
uritil the continuation af the streets he dedicated ar deeded:, 1 a~ •s~~ ~ f
. Temptararry cul-de-sacs are required when
streets terminate at the plat baundaries. T'c~~~a 1 ,,~~~.•~.~~'~~a,
. , , x a~ ' oad m ~ ~ ~r~!, ;~~~s.m~► , ~ ~~1~1~~c~~i'~li~ a
Grest Subriivision, prior to the filing of the final plat. ,
12. The appiicant is advised that indivxdual ciriveway access permits are required priar to
issuance of abrailding perniit for driveway approaches to #.he Ca►anty road system. ,rA~gg-.ress i
aa~s'~~~~a~~ cr ~~Yur~~~ r~ ru► r 'ne e ~T a~~ p~~~~inaryeplat
13. Declica#ion af 112 a# a full cul-de-sac at the #erminus of Burns Road at the northwest corner
of the p1at boundary is rrequ'rred.
14. The County Engineer has designated a Local Access Roadway 5ection for the improvement
of Burns Rvad which is tca be canstructed vvithin the proposed development.
iqtayation, 'oa , rar~ts ~ ~~i n, essW. ffr7_onstIfiulOt QW, ~ fiLli~~ ac. The
constructian of curbing is alsca ~quired. i0,_ -d c 'nt , as
's - t'~ ~a , r_~~a~ir~i~rg~PvrG'o • e c~~l-de- ac 's "ca _ ~ a e---
• , i1StGI1~~~~~ OMIM1~5h-M ~ ~ ~ r4ma1n, teI1anCe.
15. All vested owners shail sign and recDrd private raad documents as prescrabed by khe
Spokane County Engineer for the maintenance of the Burns Rvad 1J2 cul-de-sac. These
documents shail be reviewe-d and apprvved by the Spakax►e Caunty Engineer priar ta recording
witlt the Spokane County Auditor. Recording numbers shall be referenced in the dedicatory
Ianguage of the plat.
16. ~~m~~y~;~ng~~r~ha'3~des~~gna€~ ~c~ l,ec""tar~~`'~I~~€oadwva~}~ec~i-on•~'or~ie
i z~rri~v~'4~.r~~u'e~h°~%s ~ ~'~"tv~tl~~propas_ de elc~ , rnent~T.~s,w,r .l~Wre
tapprox,imateiy 6s8ifeetrof+r"as'ph~~l~t~aleagAtheyfroniLageiof~tt~~~deueloprnent. The
tn~~mf
G~~~taoa"cuubi~r~ dss~i[iowa~llkti~sfalg4l~rieq~u~l.
17. The propasetl plat shall be improved ta the standards sef farth in Spokane Cvunty Board of
Commissioners Resalutian No. 99-0265, as amended, which establishes regulations for roads,
appraaches, drainage and fees in nern+ canstructian. -
18. The Counfy Engiateer has examFned #his development propvsal arld has determined tFiat the
impact af this praposal upon the existing County Road System warrants the dedication af
additional right of way and the raadway improVements herein specified.
HE Findings, Conclu5ions and Decision F'E-1885-01 Page 13
~
19. a o A.Lt.rrria,[-R-vadp'lan=iden-ftrs~~-E#venue-as a C:orfi-! 1:"Th`e existittg
right of way width of 60 feet is not consistent vvith that specifieci in the plan. In order to
rmpiement the Arterial Rcaad Plan it is iecomrnended that a stzip af properiy 5 feet in wadth along
tl- e~~r- t ~e si • e. This praperty may be acquired by Spokane
County at the time when Arterial Iinprvvernents are made to 24' AVenue.
20. The applica:nt is adVised that there may exist utilities either underground or vverhead
effecting the appiicant's property, inclu' ding gxoperEy fo be dedicated ar set aside future
acquisitian. Spakane Caunty wiil assue no ~inancial abligatian for adyustrnents or relacation
regarding these utilities. The applicantmjshould cantact the applicable utilities regarding responsihility fQr adjustment or relocatian casts and to make arrangements far any necessary
wark.
~
21. The applicant shall gt°ant applicable border easemenfs adjacent to Spokane Corunty Right of
Way per Spokane County 5tandards.
22. Prior ta the fiTing af a final plat, txie applicant shall sign and record a"Spokarie Caunty
Natice to Puhiic No. 4" which will allow driweway access from #he Burns Raad right of way for
lots 1, 2, 3 and 4, until such time that thevther 1!2 of the fuil cut-de-sac is dedicated antl
constructed to Spokane Gvunty public r'oad standards.
~
23. That he fallowing statements he placed in the pPat dedicativn:
is plat is subject ta a separate "Spokane County Notics to the Public No. 4", recarded on
date
} under Auditar's Dvcuxnent No. .
e owner(s) or successor(s) in interesr agree to joirr in any County-approVed stormwater
rn gement program and to pay such rates and charges as may be fixed through public hearings
~'a ervice or benefit ohtained ~ay the p1~rg, design, canstructing, maintaining or aperativn nf
s ~ water control facilities."
p
~
SP~II~ANE C(lUN''~Y TlIVTSIQN 4F []'TILITIES
1. e dedicativn sha11 state: "PubYic sewers shall '~e canstructed to prt~Vide for the
ca ection of each parcel tn the +Coun#y~'s system of sewerage. LTses an properties within the
~ect sha~l he required ta cvnnect tv the sewer and pay applicahle charges per the ~County
ew~r C]rdinarice. Sevver conneetion pemlits shall be required."
i
2. The applica.nt shall suhmit expressly ta the County Division of Utxlitaes, "under separate
cvVer", only those plan sheets shawing sewer plans and specificatians for the public sewer
connections and facilities for reView and approval. Cvmmercial developments shall submit
historical andlar estimated water usage as part of the sewer plan subnnittal.
3. Sewer plans acceptable to the Division ofUtilities shalY be submitted prior to the
finalizatian af the projeet. ~
r
~
HE Findings, Ci3I1GlU51o175 aI1C1 DeC15iQT1 PE-E8$5-01 Page 14
!
4. Security shall be depvsited with the L]iVisivn of Utilities far the cnnstructian of the public
dryline sewer conraection and facilities and for the prescribed warranty perind. Security shall be
in afotxn acceptable to the Division of Utilities and in accordance with the Spokane County
Sanitary Sewer Ordinance.
5. Any water service for this project shali be pravided in accordarice with #he Coordinated
Water System Pian far Spokane Caunty, as amended.
6. (Stormwater Utiiity): Spvkane County daes not avvn ar aperate a regianal stormwater
Gonveyance system. As a resutt, the applicant is respansible for providing on-site control of
stormwater runoff from newiy constructed imperviaus surfaces.
7. {Stormwater L]tility): This proposal is located within the Ayuifer Sensitive {3verlay zone.
In order to mitigate the pptential for groundwater degradatian, all land develQped within such
zvne is required to treat stormwater runoff prior to discharge to a dryvvell or other approved
disposal point. The preferred rnethad af treafiment is thraug,h a bio-infiltration swale {forrnerly
referenced as a"2t18" svvale of a grassed percalation area}.
SFOKANE REGIDNAL HEAL'I'H T]ISTRT+GT
1. The final plat shall be designed as indicated an the preliminary plat af recard andlar any
attached sheets as noted.
2. Apprvpriate utility easements shall be indicated on capies vf the preliminary plat vf recnrd
for distrihution hy ths Caunty Division of Planning to the urility companies, the Spokane County
Engineer, and the SpQkane Regional Hea1th Distriet. Written apgroval of the easements by the
utility companies shall he receiVed prior to the submittal vf the final plat.
3. The sewage dispvsal me#.hod shall be as authorized by fihe T]irector of C7tilities, 5pokane
Caunty.
4. Water service shall be caardinated through the Director of Utilities, Spokane County.
5. Water service shall be by an existing public water supply when appraVed by the Regional
Engineer (Spvkane), State Department of Health.
6. Prior to filing the final p1at, the sponsar shall demonstrate to the satisfaction afthe Spokane
Regionai Health District that an adequate and pntable water supply is avaYlable to each lat of the
p1aC.
7. Prior to filing the final plat, the spansvr shall present evidence that the plat lies vvithin the
recorded service area of the water system praposed to serve the plat.
A plan for water facilities adequate fQr damestic use, damestic imigativn use, and fire
pratectian use shali be apprvved by the water purveyor. Said water plan must have been '
appmved by the ffire protection dastrict and the appropriate health authorities. The health
authorities, water supplier (purveyar), and the fire protectivn district wi11 certify, prior to the
HE Findings, Conclusians and L7ecision PE-1885-01 Page 15
' .
C
i
l '
I
filing of the final plat, dn the face ofsa~d water plan that the pl~ is in confarmance with their
requirerr3ents ar►d will adequately satis#;y their respective needs. Said water plan and certificatian
will be drafted an a transparency suitable for reprc,ductian.
9. The purveyor wiIl also certify privr to fiting #hc final plat on a capy of said water plan that
appropriate contractual arrangemen#s have been made with the plat sponsvr for canstructivn of
the water system, in accardance with the appraved pian and time schedule. The time schedule
wi11 provide, in any case, for completion of the water system and inspection hy the appropriate
riealth authvrities privr to applicatian fmr building permits within the piat. The cantractual
anangements will inelude a prowision ~oiding Spokane Coun#y, Spokane Regianal Health
District, and the putveyor harmless firom claims hy any Iot purchaser refused a building permit
due to farlua-e of the plat sponsar ta satis#'actonly complete the apprvued water system.
10. A public sewer system wiTl be made avaiiable far the plat and indiVidual service wiIP be
proVided to eacFi lot prior to sale. LTse of indiuidual an-site sewage disposal systems shall not be
authorized.
11. hpstatement shali be placed in the dedication to the effect that: "A public sewer system
w' made availaBle for the plat and i~ndividual service will be grtauided to each 1ot prioa tc~
e. 7se of individual on-site sewage disposal systems shall not be authoriaed."
(12
e dedicatory lar~guage on the plat sha11 state: "'The use of pnvate wells and water
is prohibited.,,
e final plat dedication shall cvntain the fvtlo
wing staten~ent: "The publrc water system,
ta the Water Plan approved by cnunty and state health authorifiies, the lacal ~re
n district, the County ~7ivisivn ;of Planning, an~i the water purveyor shail be insta~l2ed
is subdivisian. The applicant shal1 provide far indiw~idual domestic water service as well
otectivn to each 1ot prior ta the. sale of each lat, and grivr to issuance af a building
ar each lat."
SPqKANE CaUNTY ATR PQLLUTI[3N CUNTROL A[JTHURiTY
1. AlY applicahle air pollutian regulations must be met,
VERA WATEIt AIYII POWER
1. An easement for a pad mvuttted tr'ansformer to serwe Lvts 1 and 4. We are requesting a 10
fant cantinuous easement along the froritage of these two lots vn Burns Road.
2. An easement fnr a pad maunted transformer to serve Lots 2 and 3. We are requesting an
easement appraximately 10 feet square alang the comrnon lot line of these two lots, but vutside
of the iravel area of the ingresslegress easement.
3. A 10 favt utility easement alang the west side of the plat ta provide a pawer lvap tca this
prvject fram 24h Avenue t+a Burns Road.
HE Find3ngs, Conclusinns and Tlecisian PE-1885-01 Page 16
'
f
~
DATEI] this 2°d day af July, 2001.
uP[JKANE COUNTY HEARING EXAMiNEXt
Michael C. Dempsey, WSBA #$235'NOTICE OF FTNAL I}ECISYfJN AND NC7TICE OF kIGHT T+a AFPEAL
Pursuant ta Spokane County Resolution Nv. 96-0171, tfie decisian of the Hearing Examiner
on an applicativn for a preliminary p1at is finaI and conclusive unless within tvventy-ane (2I )
calendar days frvm the issuance of the Examiner's decision, a parky with standing ~'iles a Iand use
petition in superior caurt pursuant ta chapter 36.70C RCW. Pursuant to RGW 36.70C.040, the date
n£ issuance of the Hearing Exarniner's decisivn is three (3) days after it is rnaited.
This reissraed Decisian was mailed by Certified Mail to the Applicant, and by regular rnail to
vxher parties of record, on ruly 2, 200 Z. The date o£ issuance af the Hearing Examiner's decision is
therefvre Tuly 5, 200 1. THE LAST DdY FQR AIPPEAL OF THIS DECISI[)N TO SLTPERIOR
CUUItT BY LAND USE PETT'I'I()N IS JULY 26.2001.
The cvmplete recard in thas matter, including this decisivn, is an file during the appeat -
period with the Dff ce af the HeaQring Exaariner, Third Floor, Public Works Buiidzng, 1026 West
Broadway Avenue, Spokane, Washingtorc, 99250-4245, (509) 477-7494. The file may be •
inspected during nortnal vyorking hawrs, listed as Manday - Friday of each week, except
holidays, beiween the boau°s af 8:30 a.m, and 5:00 p.m. Copies af the dacuments in the record
will be made available at the cvst set by Spakane County.
HE Findmgs, Cvnelusions and Decisivn PE-18$5-0E Page 17
/I-)~
~~'STAFF REPORT TU THE HEARING EXAN[iNEW
File PE-"I 885-0'I
DiVissoN flF PLAtiNrnaG
SPOKAT,~E CoUT~zY - - _ - , .
HE►4RIN G DATE: Ju ne 6, 2001 at 10:30 A.M. FILE NUMSER: PE-1885-01
PRDJECT PLANNER: James Richardsmn, Associate Planner
RRaJECT DESCRIPTIOIV: preliminary plat to subdivide approximately 2.34 acres into seven lots
far singfe farraily dwellings and thvse uses affawad in fhe existing Urban Residential-3.5 (uR-3.5)
zane.
PROJEGT DATA:
~.,~,~?raject Address! and~!L'6cativ~:: Generally loca#ed norfh vf ac~d adjoining 24~ Avenue
: ' and east of Burns Road (if extended), within Sectivn
26, T 25 N, R 44 EVIIIVI. The 51#e addreSS IS 14925
= East 249Avenue.
Par,cek =Number:= 45261.1527
Rvbert & .leanlee Gufhrie
1524 S. Wall Street
Spokane, WR 99203
g ~ , 1,;;; George Watson
-~`D,esi nate'd,:Cor~ta ~~'ct,
p~~',;~,I~;N'I;,i~1~"~° _
_ i,, 14925 EaSt 24th
Veradale, llVA 99037
(509) 922-3990
, , 1, J
i I'„
"'Corriprehe nsive=Planri Qesignatian:-==_-_- - ~ Urban {u}
Zaning: m , Urban ~tesidential-3.5 ~IJR-3.5)
The site is presantly developed for a singfe family
- residenre with twv garages which will remain.
- -
;-5urrounding Znning and ;Land-lJses: , „ _ , _ - „ =
Nvr#h: ' , PrapertEes to the north af the prvject site are zaned
- Urban Resideratial-3.5 (L1R-3.5) estahlished in 1991
previously classified Agricultura@ (A) and Single
Family Res+dential (R-1), and are develaped with
rescden#ial and accessary uses an smaller plattsd
- .
Ivts.
. -__•-,56uth.; Propertaes tv the sauth of the project site are zvned
3-=== - - - =
Suhurban Residential-I (SR-1) established in 1991,
4°rIP1 '{]feVlQU5l]f ClaSSIfied AgCICL![tllr8l (Idl), aT1d af@
developed with residential and access❑rY uses Qn
PE-1885-01 ,
5teff Repart - June B, 2001 Public Hearing
1 of 11
large parcels and one-acrre shart-platted lats. .
~=F°• _ , _ _
Properties to the east of the project site are zon~'Q{.~
~
'n. I. :i, r
- f
UTban Residential-3.5 (UR-3.5) estabEishe
d in 1991,
prerrivusly classifed Agricul#[aral (A) and Singfe
. Farraily Residentral {Ft-1 and are developed wPth
residential and accessory uses on large parcels and
, - - _ - - - shart=platfed lots.
;,,We'st: Properties to the west of the project site are zaned
Urban Residential-3.5 {UR-3,5} established in 1991,
previously classified Agricultural (A) and 5ingle
Family Residenfial (R-1), and are devefoped with
--3_ residerriial and accessvry uses on large, unplatted
parcels.
~~~pawris~Land !lJse;:Proposals=and,--Prvjecf • SP-902-93; final short plat far the divisian of
=Appr.ovals ifi-f=rthe lmrried'iate--Vicinity- of 1.1acres intg 4 lots was recorded on actvber 17,
this Aro~ect:~--=- 1994
SP-023-78; final short plat fvr the divisivn oF 2
- ' _ - - acres inta 2 iats was recorded on June 9, 1978.
' ' • SP-947-94; fna[ short plat far the division of 4.7
p,
acres in#a 4 Ivts was recorded on April 29, 1997
r, ----i~ - _ . - - = ` 5F'-711-91; final short plat far the division gf 2.8
- HAI acres intv 4 Eots was recorded on 5eptember 21
,
1992.
PE-1 160-77; Vera Crest Subdivisi
an creating 73
- _ --°i- ~ pw•-_= -
fots fvr 5ingle family residences was recorded ❑n
June 5, 1978.
- - ~ - _ - -
PE-1125-77, Church Addition to Vera crea#ing 10
ii;~,; `5';~„~~~,!!;~:`~~;4„ n_,''u;i';+;;;t°, IOtS fOC SICIgIe faC'CIIIy rBSldef]Ce5 Wa5 reCOrdeCI QE1
- _ _ - _ p£'.CefZ'lb@C 12, 1971.
_:,_i~~ x-. _.fY-•=-=_-_ „ PE-1463-84; Karma Additian creating 10 lats for
,sL~ 1I .~N....~;'F~`~: single family residences was recvrded on .iune
15, 9985.
'La~'d~U~►►~_si'vn~Sta#~a~F3-~",'~"~=_~";~~y`-
The site consists of vne pareeR comprising the so#h
"
haGf af the west half of Tract 208 af Vera, Volume uO'
T===µ~; of Piats, Page 30.
~;~Shoreline~Designatior~:=~~,; Nat aRPficable.
- - - r,,. -_y:ai'~,;r; `~;;~,~ii,'~~a~i~
-_t~'„ 16,~
ater-Purv,eyor,-: The prvject site is within the Vera Irrigafian District
~A~~-,-;•~~~~-~'~- -Y-#15 which provided commenfs fvr the prvpvsal on
~AarC11 ,y~ r~ry
IYI 8s 2001.
Public sewer systems are prvposed to serve all vf
the proposed lvts incfuding the existing single famify
; 11;u
;
' ~`'=I~'_ ' _ _ „ • fB5!dBf1GE.
The si#e is within Spokane County Fire Pro#ection
District #1. Comments were received from fhe fire
=~+:;;r~x~'~;~~:_~;_~r_,~~;•.~,~_=~ _ district regarding the propvsal on March 6, 2001.
andnt~restr~K 1r2i;; The 5tte is inside the boundaries of the CentTa@
~ Valley Dis#ric# #356. Sunrise EIEm
~ entary School is
~ located approximately % mile west vf the site on 24I'
Avenue, €vergreen Junivr High is Evcated
aPproxima#ely , mile northwes# of the site on 1e
,t
,~.~~~:~:~~.:~~~~~~~~~„e~:~ ~~.~x.• -t~ ~,1~~ ,
~ PE-1ea5-o1
Staff Report -.lune 6, 2001 Pub13c Hearing
2of11
- ' and Central Valley High 5chool is Iocated
a roximatef 3/4 mile tv the nvrth~;as# vn 5
RP Y ullivan
Road. No commen#s were receFved from the schooE
',L.'~~~a°~ ~ 'ITa~ distrit:t.
Access to the site from 24t" Menue which is
_ - , ' I~` • _,;:~~~~k~~n~ designated as a U los and Burns Rvad
- _ _ which tec`minafes at the raorthvvest corner of the site.
Evergreen Rvad is designated as a Principal Arterial
and may be aGCessed approxEmately % rnile to tPoe
west vf the site. Adams Raad is desPgnated as a
Minor Arterial and rnay be accessed aAArvximately
%d mile ta the wes4 ofi the site. Suliivan Road as
designated as a Principal Arterial and may be
accessed apprvximatefy 'Is mile to the east of fhe
Slte,
~Neast~RlaTerrace Uiew C9unty Park is located approximafely
mile west vf the site. Nv camments were received
- - -:_=-:Ad,
fr❑m the 5pvkane Cvunty Divisian of Parlcs and
Recreation regarding this praposai
eighiff-frhvod~Aatiibn:=== Evergreen Point Neig'hborhood Assvciativn.
• 7his proposaf is located inside the IL9GA.
■ This prapasal is lacated insede the Pualic Transportation 6enefat Arsa [PTBA]
• This proposal is located autside any designafed notifcation area for Naturaf Resource Lands.
GMA1CRITICAL AREAS:
if~r Recfi'arge`r,ea,- '1~1"'" =s~-X'~ -_-''Tfie s~abject site is focated inside the Priarity
t, ~
`~U,a~~ 5ewer Service Area (PSSA) and inside af the
Aquifer 5ensiti+re Area (I~S~1) Qverlay zmne.
~.m.
- - -az
= - - - - _ - -T ~a~
&~Wldlife;Habifa#,C r~ris~nr,ation~"~~reas,,zan The Critical Areas map fflr fish and wildlife
, ~,ri; _ habitat identifes no regulated wi[dlife habitat an
operty~. The WA, Sfiate Qepar~ner~t of Fish
y~~ i- the pr t
P~_ - - - - _ -
~°N lv:~ and Vlfifdlife was not contacted regarding the
~ ' ~i ~i jifiali+i ~,~i j _ I'_5 •,tl P 14~iil;i i,; 7ilupll~~il'4~ - - i i 19it1~_ ~8s^~F :f'JJ~~~ x , - ' _ , ' , ' - ~,',~!k'~;'° ~ , need for a habitat rnanagemen# plan.
~ Flod plain Review of FIRM mapping indie.ates that the site is
~N;~'~--~.;~ ; ; , - Ivcated in Zone C and outside any 100-year flaod
- ~y °$'~_'~i~~'~~ _ i'~r~~i"~~;.'#~N~ I~I~•~a~~~'~ pla1n.
gically FlazaraoustAreaSAM_y "M_ Critical Areas mapping indicates no erodable
F=~ ~ T~A~~`--=; - -
S{31I5 Of otFtE'f g2OI0g1c Fi$Zc3rdS WltFllfl thE SItB.
~~1Netlands: Review of the Spokane Caunty Wetfand
~51 - -s ~ ' ~ . - - - _ 6nVentary f11aR5 IndIC8fe5 17fl WetIal1d5 8Xf5t ofl
tIl@ 5llb]ECt Sfte.
SEPA
Cl ADetermination of Non-Significance (DN5) was assued by the DiVisian of Planning on
May 18, 2001.
❑ The comment perivd ended June 4, 2001.
Cl The appeal period expires at the same t+me the appear time frame expires far the
propvsed land use action.
C] No appeaf has been filed to date.
PE-1885-Ot
StafF RepOrt - June 6, 2001 Publie kearing
3 of 11
,
Noticinq
Published: Notice of the Public Hearing was published in the Spokesman Review Legal
Section on May 18, 2001.
Mailed: The Notice of Application and the Notice of Hearing were mailed to
taxpayers/owners of property located within 400 feet of the boundaries of the subject site
on March 22, 2001 and May 18, 2001, respectively.
1724 Compliance Dates
Application Accepted (Counter Complete): February 26, 2001
Determination of Completeness Issued: March 22, 2001
Date Notice of Decision is Due: July 22, 2001
Reviewinq Aqencies
A total of nine (9) agencies were notified regarding the proposal. Final comments were due June 4, 2001.
AgenciesbNotified. - Response Date Agencies Notified Response Date
~~eceived =:Recei'ved Received Reeeived-
Spokane County Division Yes March 1, Spokane Regional Health Yes March
of Engineering 2001 District 14, 2001
Development Engineering Yes March 14, Central Valley School No
Services 2001 District #356
Spokane County Division Yes i4pril 2, Spokane County Fire Yes March 6,
of Utilities 2001 District No. 1 2001
Spokane County Yes March 14, Spokane County Air Yes March 1,
Stormwater Utility 2001 Pollution Control Authority 2001
Vera Inigation District #15 Yes March 8,
2001
Responses from the Public: Four (4) letters were received from adjoining property owners or
the general public expressing concerns related to the proposed density and means of access.
Description of the Site: The site is! 2.34 acres in size and is improved with a single family
residence and two garages and the existing structures are located on the southeast portion of the
property adjacent to 24h Avenue. The site slopes gently from south to north.
Description of Surrounding Neighborhood: Properties adjoining the site in all directions are
utilized for single family residential and! accessory uses.
Background: A pre-application conference for the proposal was held on November 6, 2000. The
application was submitted on February 26, 2001, and was considered Counter Complete on
February 26, 2001. No technical review meeting was held and the applicant was informed that
the proposal was considered Technicallly Complete on March 22, 2001.
STAFF ANALYSIS:
Comprehensive Land Use Plan: The project site is located at the southem edge of the Urban
(U) category of the Comprehensive Plan, inside the Urban Impact Area (UTA) and inside the
Interim Urban Growth Area (IUGA) bo,undary established pursuant to RCW 36.70A, the Growth
Management Act.
The "Urban Category" is intended to I provide the opportunity for development of a"city like"
environment which includes various land uses, intensive residential development, and public
~ PE-1885-01
Staff RepoR - June 6, 2001 Public Hearing
I 4of11
~
fdC[IttIeS afld SeNIceS (Watef, 5anltaf]I and Stpl'CC1 BeWeC IfnBS, qafice and fire protec#ion, and other
fea#ures).
pecisian Guidelines within this section are to be used to deterrnine whether or nat aparticular
proposal in the "l9rban Categary," as designated on the Pfan fVlap, shrould be apprvved,
conditiQned or dertied. The Pian Map indicates where these paficiss are to app6y.
a'ETAILEO DEFINITIC]N
A. Density Characteristics:
Residential net derasities shvufd hade an apprvximate density of 1 unit per acre ta 17 unifs
per acre.
B. Characteristic Features:
5rnce Urban areas will be the most infensefy developed of ail ttie cafegaries, it is primarily
a residenteal Category vf single-famiiy, twa-family, multifamily, and condominium buildings
alang wifh neighbvrhaad cvrnmercial, light indusfrial, and public and recreational facilities.
Agricultural activities will be very fimited and cons9dersd a secondary use. The aesthetic
setting will be predominantly man-made stry.ictUres with occasional naturaf or planned s
vpen spaces. Nfvst areas in an Urban settfng may not haVe aview vf natural areas, and
open spaces will mvst [ifcely consdst of park andlor school grvunds.
Low-to-macierate levels of noise and air pv!lutivn will mvst likely exist in LJrban areas due
ta the intensity of activities and the high volurcie mf #raffic generated.
The more intensive land uses such as light industriaE and neighbvrhood cammercia[ ►►vifl be
loca#ed near the heaViEy traveled streets, whife #he Ceast ir,tensi►►e single-famify residential
uses will be isolated from the nvise and heavy traffic. Multifamily stractures will usuafiy be
a teansi#ional use Ivcated between single-family residenfial and the more intensive areas.
C. Public FaciCitiss and Services:
llrban areas will have pubfic water systems, sanitary sewer systems, storm sewer
systerns, and utility sysfems such as efectrical, telephone, gas, and cable services.
Streets will be curbed and paved. Street lights and sidewalks will be cammon to
residenfiai, pubfic, and c6mmercial areas. 5peciafized pathways may also be coEnmon in
the Urban area.
Pub9ic facilities inclutie elementary, jun'rvr high and high schools. Parks will norma1ly be
associated wifh schoo1s hut rtat excEusively. PubliC libraries, manned fre stations, medical
facilities and gouernment offices and post flffices may be dispersed throughout Urban
areas.
Other services #ypical of Urban areas may include pvlice, public transi#, 1'Ef115E COIIeC.tIorl `
and remaval, animal control, and street maintenance. -
D. Nancvmpatible Uses;
Due tv the variety and rnix of land uses and activities faund in the lJrban Category, there
are few land use activities that woU1d be inapproprrate. Many uses may+ require screening
or ather perFvrmanr.e s#andards tv make them campatible with one anvther.
PE-1$85-0~
~taff Report - Jur,e s, 2061 Pubric Hsarina
5 nf11
Mining, majnr cvmmercial users, heavy industrial uses, and irater~sive farming wauld not
be compatible within Urban ar~as.
Ga►4L 1.1
ENCU[7RAGE A VAftIETY OF HQCJS!!yG TYRE5 AND DENSITIES,
C]BJECTIYE:
1.'[.a
Proma#e fifl-in wiChin established devefopment areas and existing au#lyirog c❑mmunit+es where
L+1tflltf25, arterials, SCFlDQIS aC1CI CC]fFlI3'lUnlty faCffltle5 Ylalfe alfBaCIy beEfl eStabI15heCI.
DECISIOAI GLIIDELfNES (fvr [7bjective'1.1.a):
1.'I .1
Urban develvpment will be appraved an areas having adequate pawer supplies, water,
sanifary and storm sewers, streets, and school and fire services pravided that such
development rneefs the intent of other Objectives and Decisivn Guidelines of this secfion,
aBJECTIVE:
1.1.d
Endorse the basic right of free chvice far all pegple to fiue where they please.
DECISION GUIDEL,INES (far p6JectiVe 9.1.d);
1.1.4
A variefy af tlensit9es and residentiai uses shouid be avaflable to provide a freedom ot
chaice to five in Urban areas with varying densities, combinatians, or mix of uses (see
detailed lJrban cfefnitians)-
Respanse: All of the required infrastruc#ure specitied in Decision Guideline 1. 1.1 is availab9e at
the site. Public utilities are ava9labEe within the vicinity of the proposal and inclucfe electricity, -
telephane, gas, and cable service Public water and sewer service is availabfe at the site, with the
appropriate main exttensians. 5tvrmwafer generated by the propasal will be disposed af an-site
and per current sfvrmwater guideiines and the applicant is proposing the use of drainage ponds
as appropriate. C3fher s#armwater carrtrols may be required upvn submifta1 af a finaf t£rainage
p9an.
GOAL 1.3
ENCUUkAGE CC]NSERVATIOh1 AND UTILIZATI(3N OF NATURA'L FEATURES AND VISTi AS
WiFHIN THE CQC1N'Ylf.
aBJECTIVES:
1.3.a ~
Cuide develapment by environmental concems and natural fimitation rather than fhwart
development soPefy by cfesire ta pratect envirvnmerat,
7.3.b
Future developments should be encou'raged in a manner to leas# disturb the naturaf efements in
the environment.
PE-4885-{11
Staff ReOort -.iuno f, 2001 Public Hearing
, so~111
aECISIC7N GUIO~~INES (fvr Objectives 1.3.a and 1.3.b):
1.3.1
PropDSed Urban devefopments should be desEgned to beneft from, accammvdate and
complement the enviranmental conditions and environmental features.
1.:G.2
The design or adoption of a prapasal sha11 consicier the retentimn and maintenance vf
identifed "unique enVironmental features."
QBJECTfVE:
1.3.c
Residential pfa4ting shvufd be deueloped with public sewsrs wheee it can be established thaf
aEternatives rnrould he a threat fv the water svurce
DEC151C]N GWIDELINES (for flbjective 1.3,c):
1.3.5
All Urban development proposals should require public sani#ary and storm sewer systems
vr interim sewer systems ta protect water quality.
Respvnse: Pubfic sewers are presently avaifable to the site, and the Davisian of 4Jtilities has
required that sewers be canstructed to serve ali Iofs within fhe subdivision.
GOAL 1.6
ENGOClRAGE ►4 HEALTHF!!L Ahla PLEASING ENVIRaNMENT IN THE CQLINTY'S
RESIQENTIAL AREAS.
OBJECT1VE:
1.5.a
Naw residentiai vr muEtip9e-family development shou1d be buffered from exrsfing adjacen# fand
uses where adverse effects may develap.
aECE51OM GllIQEL[NES (for +Dbjective 1.5.a).
.5.1
6ufFering andlar landscaping will be used ta mitigate the dif#erences betweera prvpvsed
develvpments and exFSting uses.
1.5.2
Landscaping rnay be required tv provide a heafthful and pleasing residential enviranment.
[3BJECTIVES:
1.5.b
Enr.oUrage instaEfatian of undergraund utilities.
'I.5.C
Encaurage paved streets and sidewal'ks in existing arad future develaprnents where they are
appropriate to the r+a#ure of the develapmerat.
DEC151ON GL1fQELINES (fvr ObjectiVes 1.5.b and 1.5.c):
"l .5.3
Urban density developments shauld be served with underground utilities where
ecvnomicaliy feasible.
PE-i 885-01
Stafl Repart - June 6; 20D4 'Fuhlic Hearing
7 af 11
• ~
Sitfet+valk fiacilities wi91 be required aeong arterials connecting residentiaE areas vrrith
community facilities andlar commercial areas.
1.5.5
Pavecf s#reets and street lights should be required in llrban density develmpment.
Resaonse: The existing neighborfnoad sWrr4unding tFre sita is mostly serr►ecf by underground
utilities, afthaugh a few vverhead electrical transmission lines da exist in the neighbarhaod All
Gtilifies will be placed undergraund within the prapased development and srdewalks wilb be
provided aPong 24' Avenue abufting the development. Lots within thre subdivision are pravided
access by public roads (Burns Road124" Avenue) which wiil be canstructed ta Ccaunty Rvad
Standards.
GD►4L 1.fi
AhF D'RDERLY PATTERN QF DEVELQPMENZ SFEDCJLD BE EST►48LISHE[? QETWEElV
C]EVELqPEO AND UNDEVELORED AREAS.
OB.lECTIVE:
1.fi.a
U#ifity services such as water, sewer, pvwer, and natural gas 5hpUId be ACdErIy and prvper6y
canrdinated wifh Land Use Planning.
QEC151ON GUIDELIHES (fvr Objectir►e 1.6.a):
1.6.1
Befare land use proposals are approved they shauld:
a) conform t❑ plans, pnlicies, and reguEativns of Gounty water, sewer, storrrt sewer,
utiiaty, and special service dis#ricts; and
b} conform fo CQUnty transpvrtation plans and policies; and
e) identafjr and take steps to resolve significant adverse impacts upvn exisfing utilities,
(i.e., wafer, sanitary and storm sewers, utility, availabfe and future energy
resources), and traffic systems.
Resnonse: The affec#ed utifity praviders have 9dentified no adverse impacts an the capac+ty of
existing roadway and uti[ity systems.
Zonina Ana[vs;s: The purpvse of the LJrhan Residentia!-3.5 (L1R-3.5) zane is to impfement the
iower density range of the Urtsan category of the Cnmprehensive Plan. The intent of this zone is
to pramate areas of prima(iiy singfe-family residential use in an urbanized neighborhvod setting,
having ahigh feVel of public services. Lats shafl be served by a public water system and sha11
require cflnnecfion to a public sewer system. Roadways sha[6 be paved, curbed, and 241 avenue
will have sidewalks.
Prel`rminarv Plat Analvsis: As propvsed by the applicant and coraditioned by #he consuited
agencies, the preliminary plat is generally cansistent with the Gvals, Objectives and Decision
Guidelines of the Llrban categary of the Camprehensive Plan and the existing Urban ResidentiaE
3 5(UR-3.5) zone. The proposaf makes apprapdate provisions of facilities far the public health,
safety and general weffare as required by RCW 58.17.110 and can meet the minimurr3
clevefapment standards of the existing Urban Residential-3.5 (UR-3.5) zone.
Staff Surnman►: Puhfic vrrater serNice will be provided by Vera Irriga#ion District #15 and
Spvkane Couraty will provide pu4lic sewer service. Electricity and naturaf gas will be provicied by
PE-1885-01
StaT{ Repor3 - June 8, 2001 Pu413c liearing
8 of 11
~
Avista lJtilities. Teiephane service wiii be pravided by U.S. West. Rdditional public facilities and
services that are available to serve the site include paved roads, schvgls, police and fire
pratectivn.
A4tachriroerets:
A. Maps
• Vicinity Map
• Site Plan
• Zoning Map
■ Cvmprehertsive Plan Map
+ Aerial phatagraph
B. Recommended Canditions of Approval
C Agency Cvmments
Public Commen#s
RE-1$$5-01
Siaff Report - June fi, ZtJOS Public Hearing
9 vf11
ArrACHMENr A
MIAPS
ViesNIar NIAP
SITE ❑EMIELC]PNIENT PLAN
COMPREFIEN51VE PLAN MAP
ZC3NING MAP
PE-1 8g5-il1
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PE-1 885-0i
Existing Zoning
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PE-1885-01
Comprehensive Land Use Plan
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A P P RC3VA LFOR
FILE NuMBER: PE-'I $85-0'I
L- - - - - - - . . - - - - - - • .
S1~7N QF P~lINNING
SPO~~ ~~Y dIV]
;
1 AlI conditians imposed by the Hearing Examiner shaEl be binding on fhe "Applicant", which term
shall include #he Qwner ar awners of the praperty, their heirs, successars, and assigns.
2. This prelimmary subdivision appiies to the follvwing real properky.
"The sauth ha[f of the west haif of Tract 208 of Vera, VaEume "O` of Plats, Page 30., 5pvkane
County, Washingfon.n
3. The proposaE shall generally cvmply with the provisions of the Urban Residential 3.5 (IJR-3.5)
zone and shall afso comply wifh the Aquifer Sensitive Are~ (ASA) Overiay+ zvne, and a9l afher
applicable provisions of the 5po'kane County Zoning Gode, as amended.
4. The fnal plat shall be designed generally in confarmance with the preliminary plat of record. No
increase of tiensi#y or number of fots, or su'bs4antial mvdificatians to the peeliminary plat shall
occur withaut a change of candition(s) appfica#ian and approval.
5. Appropraats road name(s) assigned by the Division of Buiiding and Cade Enfvrcement shall be
drafted on the face of the final plat.
6. The street addrsss far each lot shall he indicated on the face of Qhe final p€at. The ❑iVision of
Building and Code Enforcement reserves the righ# to ronfirm the actual address at the time a
building permit is issued.
7. The prefiminary plat 7s giVen canditional appr8val far five {5} years, specificafly ta [
1. 7he applirant may submit an extension of time applicatian at Peast thirty 30 days priar ta
tlae aboVe expiration date huf na later than [ Appiication for an extensian of time
sha[e be praressed under the prvvisians of Chapter 12.100.118 (E3ctension of Time) of the
5pokane Gounty Subdivision C]rdinance, as amended. If the appiicant cvmplies with the criteria
of Chapter 12.100.118, the preliminary apprvval and coraditEons will be changed to reflect the
adopted policy and dsVelapment regulations at the time of the extensian applicatian.
8. Apprvpriate utili#y easements shalf be indicated on capies of the prapvsed final plaf. ►4ppTava1 of
utility easements by the appropHate utility cvmpanies shall be submitted with any praposed fina[
pEat. 9. Fnur (4) curcent certifica#es of title shall be fumished #a the Division of Planning pdor tv fling the
final pfat.
i
1 0. If a portion af the approved prefiminary plat is suhrnitEed for final review and approval, the
applicant's surveyar shaN submit a map au#linirag in red the area being fnalized and defineate the
area to remain in preliminary plat status. The sc.ale shaff match #he apprvpriate assessor's rrtap
scale.
PE-1885-01
5taff Report-June 8, 2001 F'ub[iC Fleanng
11 af 1i
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~ AGENCY ANDi-~ N Y
~P:~I~BLI}c,IiQIIA,MENTS
z . . - -
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aFFICE OF THE SPflKA[VE CC3UNTY ENGINEER
1026 1N Brvadway Ave, Spakane, V11A 99260-0170 (509)477-3800 Fax (509)477-2243
"ENGINEER'S COND1TImNS OF APPROVAL" RLATS
TO: Spokane County Planning Qepartm nt
FRC?M: Division of Engineering & Raads
DATE: May 21, 2001
PFtOJECT: PRAIRIE ORC'HARQ RECEIVEa
FILE PE-1885-01 SPaKANE CQ4~NTY
Hearing: 14610612001 @1 a:30 M A Y 2091
Planner: JpMES RICHARDSON
Review Date: 0311412001 DIVISIDN aF PLANNINC
5pvnsorlApplicarat: GEORGE WATSON
Secti❑n Tawnship Range: 26-25-44
7echnicaC F2euiew Date: ( @ )
,
The S,pokaroe Caunty Engineedng Department has reviewed the abaue referenced app9fcation. The
fo[Iowing "Conditions of Approval" are submitted to fhe Spakane County Planning Department for
inclusian in the "Findings of Facf, Cvnclusions and QrderlDecision" should the request be appraved.
Prior ta release of a building permit ❑r use of prvperty as prapvsed:
I . That caraditeanal apprava1 of the pla# by the Cauraty Engcneer is giuen subject ta dedication of
rcght-vf-way and appraaa6' of the rvad system as indicated in the preliminary pla# of record.
2. AProfessional Engineer, licensed in the State of Washington, shall suhmit final road and
drainage plans, a drainage report and calcuiations that aEi conform to fhe 1999 Spokane Caunty
5tandards for Road and Sewer Constructian, the current 1999 Edition of the Guidelines for
Starrnwafer Management and all standards and Iaws fha# are applicakrEe to fhis praject if raad
andlar drainage 9mproVements are required. FEnal road and drainage plans and a drainage
repart shalC receive the Cvunty Engineer's acceptance priar to release of a construction or
building permit or apprvval of the firral plat. Drainage language will he drafted by Spvkane
Cvunty and prauided to the Sparrsaes 'Engineer vr Sunveyar for mclusion in the fnal pEat
document foflowing pIan acceptance by the Spakane Caunty Engineer.
3. Any applicabfe starmwater management systerns and roads for this plat shall be constructed
and certifsed to he constructed in accordance with the accepted road and drafnage plans, vr a11
the required impraaements must be bonded far in accardance with the 1999 5pvkane County
Standards for Rvad and Sewer ConstEUCtivn, prior to the recording of the finai plat. Recard
drawings and a11 cvnstrQactian documentation shall be submitted rlvith the praper certificativn
statement
CC' Applicant GEORGE WATSfJH
Engineerf5urveyor SAlIES A t9AiR
Planner .TAMES RiCHAADSOH
Page 2
06]06/2001 Aearing / 03/1912001 Review I TR PE-1885-01
~
4. This prvpased subdivisian vr develcipmenf praposal is lacated wifhin a tfrainage basin, which
has been identifed by the Spokane County Eragineer'S and UtIIItIeS UffICES a5 F1aV[ng 5t(]f"I"G1WatBC
runaffi prabPems. 5ince this pEapased subdivision mr d'evermpmenf proposal is affected by or is a
contri6utor to starmwa#er tlows, praperty awners should participate in #he pfanning and
implementation of a future basinwide stormwater managernent system.
5. Erosion Control: A Temporary Erosian and Sedamentatian Cvntral {TESC} pfan is ta be prepared
by a WA State Iicenssd Prafessional Engineer or Landscape Architect, and implemented
throughaut the duration of construction. The TESC pian is tD be prepared using best
management practices (BMP's) currentPy acce,pted within the Civil Engineering professian, and
shall acidress iimits on amount and durafion of disturbed areas which have not been stabieized
The 7E5C plan is to include, as a minimUm, a grading plan, location and details af silt cantrol
strfluctures, and street cleaning gragram. Runoff from exposed areas must be filtered priar to
discharging into a detention pond, evaporativn pvnd, 208 swale, or infiltration facility. The
TESC pfan is to be included in the rvad and drainage plans. The applicanfi's Engineer is tv
submit the TESC plan and suppQrting calculatinns tv Spakane County for review, and shall
receiue acceptance as part vf the plan review process priar #o sate disturbance. The TESC
major structures (such as silt ponds, silt traps) are fo be installed priQr to ather site work and the
TESC rneasures are to be impfemented and maintained thraughaut the duration of construction,
inciuding hvuse cons#ructivn.
6. As per Section 9.14.080 vf the 5pokane County Gade, no person shall canstruct aroad or other
facilifies within fhe existing proposed, or fu#ure pubiic right-vf-way, or the private road easement
in eonnection with the actions enumerated pn 5ection 9.14.020 wi#hvut out first having received
a permit as specified in Section 9.14.070(1 ) tor such facil'rties from the County Engineer, Said
permit wRlf not be granted urafil the plans fvr the derrelopment have been accepted by the County
Engineer. It this pravisi+vn is Vialated', the County Engineer may require the praject plans he
revised to shaw the cvnstruction that was done and specify how the canstruc#ian that was dane
wilP meet Spokane County Standards prior to plan acceptance
7. Gonstruc#EVn within the proposed pubNic streets and easernents shall be performed under the
direc# supervision of a lic.ensed engineerJsurveyor, whrn sha11 furnish the County Engdneer with
"Ftecord ❑rawirrgs" and a certificate irr~ writing that all impravements were installed to the lines
and grades shawn an the apprDVed construc#ion plans and fhat afl disturbed monuments trave
been replaced.
8. No canstruc#ivn wQrk is to be perfvrme'd within the existing ar ,prapased Public right-vf way until
a permi# has been issued by the County Engineer. A!l work is scabject to inspection and
appraval by the County Engineer.
9. All construction within the existing vr propased Public right-+of-way is ta be cvmpleted prior ta
filing the final plat vr a band in fhe amount estirnated by the County Engineer ta cover the cvst
of canstruction of imprvvements. CQnstruction certification, "Recard Drawings" artd
mvnumenting the street centerEin+es shall be filed with the County Engineer.
Page 3
06f0612001 xea=a.ny I 03114/2001 Review I TR
PE-1885-D1
10. Road design, cvnstructiDrr and drainags canfrvl for 112 right-af-way+s and Stub Raad
connectiQns are the resprnsihility of the deueloper.
11. Appropriate provisian be made tha# fhe falPowing descrihed proper#y be held in trusf untRl #he
+coratinuation of the streets be dedicated ar deeded: A1 fflot strip at the ends or edges of all
sfreets that terminate or border the ,plat baundary. Temporary cul-de-sacs are required when
streets terminafe at the plat baundaries. The applicant shali apply for access over the exwsting 1
faot strip vvhich exists ❑n Burns 5treet from 5pakane Cvurtty, knawn as Lv# 2 of BIock 6 of Ilera
Crest Subdivision, priar tQ the filing of the final plat.
92. The appficant shauld be advised that individual driveway access permits are required privey~or .
issuance of a bUifdEng permi# fvr driveway approaches #o the County road systern.
13. Qedication of 112 of a full cul-de-sac at the terminus of 8urns 5treet a# the northwest corner of
the pfat boundary° is required.
14. The Caunty Engineer has designated a Lvcal Access Raadrrvay Sectian far the improvernent of
Bums Street which is to be constructed wifhin the proposed development. This wilf require the
instaflatioer of various amaun4s of asphalt necessary to censtruct 112 of a fuil cul-de-sac. The
canstruction of curbing is also required. This portian of fhe 112 cul-de-sac shafl he maintained as
a priva#e road until such fime as the remaining partion of the cul-de-sac is dedicated fa the
public, canstructed and established for maintenance.
15. Ali Vested owners shafl sign and rec❑rd priVate road documents as prescribed by the Spvkane
County Engineer for the mairr#enance of the Burns Street 1I2 cul-de-sac. These docurnents
shali be reViewed and approved by the Spokane Gvunty Engineer prior ta recQrding vvith fne
Spokane County Audifoe. Rerording numbers shall be referenced in the dedicatvry language of
the pfat
16. The Caunty Engineer has designated a GoIlector Arterial Raadway Section tar the imprvvement
of 24~' Avenue whach is adjacent to the prapased develvpmen#. This wiPi require the additian of
apprvximately 6-8 feet of asphalt afvrrg the frontage of the development. The rorastrucfion of
curbing and sidewafk is alsv required.
17. The pro,pased piat shaaE be irnproved ta the standards set fQrth rn 5pokane County Board of
Cvmmissianers Resalutian Nv, 99-0265, as amended, which estabfishes regulations fvr roads,
approaches, drainage and fees in new corrstruction.
18. The Caunty Engineer has examined #his development prapQSaf and has determirred #hat the
impact of this praposal upan the existing Gvunty Road Sys#em warrants the dedication of
additional right of way and the raadway ienprovements herein spec'rfied.
Page 4
06106l2001 xe$=mng / 03/14l2001 ReVrew / TR
PE-1885-D1
19. The County Arterial Raad pfan identofies 24t" Avenue as aCollector Arteria] fihe existing right
of way width of 60 fee# is nat consistent with that spec+fed in the pPan. In order to implemerat fihe
Arterial Road Plan it is recommended #hat a strip of prvperty 5 feet in width alang the 24In
Averaue frontage be set aside in resenre. This property may be acquired by Spakane County at
the time vvhen Arterial lmprovements are made to 24t'' Avenue.
20. "The applicartt is advised that there may exis# u#ilities either undergraund vr overhead effecting
the applicant's praperty, itacluding praperty to be dedicated or set a51de future aCqu151tIQf1.
Spokane County will assume no financial obfigafian far adjustmertts ar reiocativra regarding
tFfeSe utIlItlBS." "The applicanf should cantact the applicable utifities regarding respansibility far
adjustment ar relocation costs and to make arrangements far any necessary work."
21. The applicant sYaaEl grant applicable border easements adjacent to Spakane County Right of
Way per Spakane County Standards. 22. Prior to the filing of a frnal plat, the applicant shail sign and recard a"Spokane County Notice to
Pubfic No. 4" which wifl alPow drEveway access frvm the Burns Road righ# of way fior iots 1,2,3
and 4, until such time that #he ather 1I2 of the fulf cuf-de-sac is dedicated and constructed to
Spokane Caunty public raad standards.
23. That the foflowing statements be pfaced in the pfat dedicafian:
■This plat is subject fa a separate "Spvkane County Notice to the PubEic No. 4°, recorded
(date) 2001, under Auditor°s Dflcument Nv. .
■"7he owner(s) or successar(s) in interest agree to join in any Coun#y-appraved starmwater
management program and to pay such rates and charges as may be fixed thraugh puhlic
hearings far senrice or benefit obtained by the pPannfng, des@grr, constnuc#ing, maintairaing or
operation vf sformwater contrvP facilitles.n
END
To: James Richards4n (Division of Planning)
CC: -
Frorn: Jim Red {aidision of Utilities}
Date: Monday, April 02, 2001
Subject: PE-1 8$5-01 Stage; Preliminary Phase:
Prairie (7rchard
SS09A The dedica#ian shall state: Public sewers shall be cvnstruc#ed to provide for the connection ❑f
each Aarce1 fQ the County's system of 5ewerage Uses on praperties within the project shall be
requiced to connect to the sewer and pay applicahle charges per the Cnunty Seuver
drdmance. Sewer connection permits shal€ kae required
5512A Applicant shail submit expressly ta Spokane Caunty ❑ivisian of Lltilities "under separafe caver",
only thase plan sheets showing sewer plans and specifications for the public sewer
connections and facilities far revfew and approvaE Commercial developments shall submit
histaricaP and or estimaked water usage as part of tFse sewer plan submii#al.
SS12E Sewer plans acceptable to the Qivision of Utilities shall be submitted pnorta the frralizatian of
the project.
SS13►4 SECufity Shall bS dEpD51fed 'WItb1 thE C71VI51bf1 of Lltlfltle5 f0r the CpI75tfUCtIC]n of tfle pUbIIC S@Wef
connection and facilities and for the prescribed warran#y period. 5ecurity shall be in a farrn
acceptable to the ❑ivision of lJtifities and in accardance with the Spokane County 5anitary_
5ewer Ordinance
WS01 Any water service for this project shall be provided in accordartce with #he Coardinated Water
5ystem Pfan for Spokane County, as amended.
i
L kANE REGTONAL HEALTH DISTI -T
ENVITZC31V~4ENTAL HEALTH DNTSION
Infer-affice Cammunicativn
T3ATE: March 14,2001
TC3: Jatnes Richardson, Assaciate Planrier, Spakane County Planning Division
FRaM: Donald Cvpley, EHS TI - EHD, SRHiO
SUBJECT: Praposed PrePiminary P1at: PE-1885-0I (Prairie Orchard)
1. References:
a) Map of subject, scale r" _20', by .iames A. Main, dafied February 5, 2401, received by this ❑ffce
February 28, 2001.
b) Reconnaissance Gealogic Map of the VVest Half of the Spokane Quadrangle, Washington and Idaho,
ATlan B. (lriggs, 1356.
c} Soil 5urvey, Spokane County, Washington, Sail Cc+nservation Service, U.S.D.A., March, 1968.
d) Sgakane Caunty, Washingttrn, Engineering Tntezpretations, Soil Conservation Service, U.S.I].A.,
August, 1974,
e) Spakane Corznty Ru1es and RegulatiQns far 5ewage Disposal Systems, Tanrza.ry 19, 1995.
f} SpDkane Regional Health District parocedural implementativn of SeGtion 52 of SubstitFate House Bill
2929 (RCW 58.17.110, as amended),
g} Lags of water wells in Range 44E, Township 25N, Sectians 23, 25, 26, 27, and 35.
h) Nlap: C`rreenacres Quadra.ngte, dJ.S.G.S., 1973, aad Spakane N.E., U.S.G.S., 1973.
2, Findings:
a) This project lies over the 5pokane-Rathdnun Aquifer.
b} The prvject is within Critical Water Supply Service Area #3 and within the service area of Veza Wafer
I3istrict. Water supply will be a p►ablic system.
c} The project is inside the Spakane Gauniy Camprehensive Wastevvater Management Area, inside the
General Sewer Service A.rea, and inside fihe Priarity 5ewer Service Area recflmmended fn the '201'
Study. The rr3ethod ❑f sewage dispvsal is subject to appraVal of the Director of Utilities, Spokane
Caunty, pursuant to County Resotutian 80.041 S adnpted March 24, 1980. The tapagraphy and sai1s in
the area are generally suitable for use of individual on-site sewage dispasa.l systems. The Iots are nQt of
the praper dimensions to permit the use of bath an individual well and sewage system. '
d} `Fhl e project lres in a relatively flat area east of Adams and north of 24th AVenue. Loca1 [3rainageways
are insignificant.
Propased F'reliminary Piat: PEc1885-01 (Prairie Orchard)
Page 2 . e) Suirface soils are classed by the U.S. SoiZ Conservation 5eavice as Garrisan gravelly laann with 0% to
5% slopes. They have a septic tar~c flter field limitafian of slight. There is alsa pcrssible contamination
of grvundwater. This soil would be cYassi~'ied as a Type IV.
f) Geolagically, the svils are glacivfluvial deposits. These geol4gica1 sdratctures generaily yield moderate
to very iarge am4unts of water. Dafa fir❑m we11s in the area referenced in section 1 g shows they are
from 125' to 250' deep and fiave static water leveks varying fram 33' ta 158' bekow the sur£ace. The
Vera Water T]istrict has indicated that it can suppty domestic use water for the project.
3. Required {anandatvey} Canditians If Appraved:
a} The final plat shall be designed as indicated csn the preliminary plat of record andlor any attached
sheets as nvted.
b) Appropriate utility easernents sha11 be indicated an copies of the preliminary plat of reCOrd fpr
distribution by the Planning T}epartment tQ the utility companies, Spokane Cvuaity Engineer, and the
Spokane Regional Hea1th District. WritCen approval of the easements by the utility companies shall be
receiVed primr to the submittal of the fimal p1at.
c} Sewage dispasaL methad shall be as authaaized by the Ilirectar of UtPlities, Spakane Caunty.
d) Water service shall be cvordinated thrvug,h the I7irectvr of Utilities, Spokane County,
e) Water service shall be by an existing public water supply wvhen approved by the Regiona1 Engineer
(Spokane), State Department of Hea.1th.
f) Frior to fiiing the final plat, the sponsor shall demonstrate ta the satisfactian of the Spvkane Regianal
Heal#h Distriet that an adequate and pvtable water supply is available to each 1ot of the plat.
g) Priar to filing the final plat, the spDnsor shall present evidence that the plat lies within the recarded
service area of the water system proposed tv serve the plat.
h} A plan far water facilities adequate for domestic use, darnestic irrigation use, and f re profiection use
shall be approved by the water purveyor. Said water plan must haVe been appraVed by the fire
protection disfrict and the apprapriate health autharities. The health authorities, water supplier
(,aurveyor), and ttne fire protection district will certify, priar to the filing o£ the final pFant, an the face
of said water plan that the plan is in canforrniance with their requirernents and vvill adequately satisfy
their respective needs. Said water plan aiad certificativn will be drafted on a transparency suitable fQr
reproductivn.
,
Propased Preliminary Plat: PE-18$5- ;Prairie Crchard}
Page 3 '
~
i} T'he purveyor wi11 aPsa certify privr to filing the f naI plant am a capy of said vvater plan that appropriate
cvntractual arrangements have heen made vvi#h the pZafi sponsor for canstructivn of ihe water system, in
accvrdalace with the apprvved plan and time schedule. The time schedule wi11 prvvide, in any case, for
completion of the water system and inspection by the appropriate health authorities privr to apglicati6n
fvr buiIding perrnits within the plat. The cantractual arrangennent will include a prcavisic,n holding
Spcrkane Couniy, Spakane Regional HeaIth District, and the purveyar hanmless fror,n claiFns by any lofi
purchaser refused a building permit due to faiture of the plat sponsar to satisfactorily cvmplete the
approved water system.
j} A public sewer system will be made availab1e far rhe plat and individual ser-vice wi11 be prvvided to
each lat prior to sa1e. Use of individual vn-site sewage disposal systerns shall not be authorized.
4. Recomrnended Condatians of Approval:
a) A staternent shall be pIaced in ihe dedication to the effect that: "A public se4ver system wi11 be made
available for the pZat and individual service wi11 be provided t4 each lot prior to sale. Use of indiVidual
on-site sewage disposal systerns shall not be authorized."
b) The dedicafiory language on the plat shall state. "Use of private wePls and water systems is prohibited.,,
c) The final plat dedication shaII cantain the fvllowing staternent: "The public vaater systern, pursuarit to
the Water Plan approued by county and state health arutharities, the lacal fire profectian district, County
Building and Safety Department and water purveyor, shall be installed within this suhdivision and the
applican# shall prcrvide fvr individual dvmestic water ser►,rice as weLt as ~'ire protectian to each lot prior
to sale af each lot and prior to issraance of a building perrnit for each 1ot.,"
c: Director af Utilities, 5pokane County
c: Spnnsar: George Watson Robert Guthrie
14925 E. 24h Avenue 1625 S. Wall
Veradale, WA 99037 Spaka,ne, WA 99203
Ra►n {Co. - Mainlarid LLC
222 W. Mission #230
5pakane, WA 99201
r.anause.WE-1885-01 ~c Orchud
M E M a R A N d U M
pA7E: March 14, 2001
TO: James Richardsan, Uivisinn nf Planning
FROM: .Tohn Hohman, P.E., and Lucy F'eterschmidt, Storrnwater Utility •
RE: P& 1885-01 - Preliminary Plat - Prairie C]rchard
CC: Fi1e
We have reuiewed the Prefiminary Plat fvr Prairie Orchard arod have the fvlfowing canditians af
appraval:
Any future cvnstructi❑n at the property site must cvmply wifh the drainage requirements of the
current edition af the Spokane County Guidelines far Stormwater Management. Far the
applicant's informadan, we have highfighted a few requirements that apply ta their propvsaf:
1. Spvkane Cvunty daes not own ar vperate a regivnal starmwater conveyance system. As
a result, the praject prapvnent is respvnsible for praviding on-site eontrof of stormwater
runaff f`om newly cerrstructed imperva❑us surFaces.
2. llhis proposal is [acated within the Spokane-Rathdrum Prairie Aquifer 5ensitive Area
(ASA). In order ta rnitagate the p4tential for grvundwater degradativn, a91 land
devefaped within the AS►4 sha11 treat stvrmwater runofF privr tv discharge to a dryvvell ar
other appraved disposai point. The preferred methvd vf treatment is thraugh a bio-
infiltratian swaCe {fvrmerly referred to as a"2D8" swale Qr a grassed percalatian area}.
In additian, we wauld like to note the follawing akems relevant to the applicant's Enviranmental
Checklist:
• Sectivn A, #13 - The propQSed action daes lie within the Aquifer Sensidve Area (ASA),
thvugh this is not notetl in this section.
+ Settion 6, #3b(l) - App9icant did not pravide answer to groundwater quesdon.
• 5ectian B, #3c(1) - Applir.ant does not prvvide descriptivn of stormwater runoff.
• Section B, #14d - Applicant states that this qropasal wiEl require new roads ❑r
imprvvements tv existing roads, but does not prv►ride a general description. The
proposed road improvements may have asignifirrant impact on the quantity af
stormwater rurroff generated hy this project.
Thank you for the vpportunity to comment.
C1WIk00YYSlTamparery Intem! FileslOLK40B11pe1695-01 dos
I , .
. ' ~ R ~ .
ECEf VED f3f71 f~vcrgres,rt Ro:ld
Spa~ANE eOuNTv Po Box 630
Vcradalc, WA 99037-0630
VEM
WA'TER&P[3WER m;sp A ,I ;~a; (509) 924-3800
D fV IS:0,". G~ P LAN N iN G
March 7> 2001
Mr. James Rfchardson
Spokane Cvunty Planning bepartmen#
West 1026 E3raadway
Spakane, WP, 99260
Re: PE-1885-01
Dear Mr. Richardson:
This subdivisian lies withrn the baundaries of Vera Wa#er and Power and we are able
and willing to suppgy water and power to this subdiuision for tlomestic and fre protection
purposes. This praject may require the preparation of a water plan.
!n addition ta the easemer+ts shvwn on the proposed plat map that you rraailed to us,
Vera Water and Pvwer will require the follovumg easements to prauide utility services:
1. An ea5ernent for a pad mounted transfvcmer to serve Lats 1 and 4. We are
requesting a 10 foa# contfnuous easement alvng the frontage of these two lots
on Burns Road.
2. An easement for a pad mounted transformer to serve Lots 2 and 3. We are
requesting arr easement approximately 10 feet square aIong the comman ivt line
af these 'lwo Rots, but au#side of the travel area of the IngresslEgress easement.
3. A 10' utility easement along the West side vf the plat ta provide a power lovp to
this proiect #rom ?4t' to Rtarns.
Yhese easemenfs rrvust not ouedap drainage easements.
If you have any fur#her ques#ions please ca1B.
5incerely,
VERA W►qTER & POWER .
Kevin M. V►lells
General Manager
' 03104/01 TLT 17:09 FAX 509 s' L25 sPoKANE VAr~~~ ~IRE ~--PI.Aiv'NING 0007
SPQKANE YALLEY FIRE DEPARTMENT
~ SpokOne County F1re Drst►rct 1
1[}319 PAST SRRAGU'f AVE. • 5PO4{ANE. WA 992t1&,357& • (51509)426-1700 • FAx (504) 892-4125
Marcl"w 6, 2001 RECEI1lED
SF~O",NE COUNTV
'm+l!~
JBmeS RiChard5of1
❑epartment of Building & Planning 0l`u1*t~~j C)f 'LANNfNG
1 026 W. Broadway
Spakane, WA 99260
RE: Prefiminary Plat
Prairie C7rchard
PE-7 B85-[?1
Dear Mt. Richardsan:
The Spokarae Valley Fire Department has no requireirnents o€ this pfat. Existing water
and access as dtawn are adequate.
Sincerely,
Kevin Miller
Fire 1nspector
KMfdc
Q:uXpartrr,ent DaatPrevertkm ursshare.71Pkftt5ho6esAichardson.DDC
' .
MAR-o 1-o 1 r 0: 2anM FRaM-scARCA 50e477682e T-020 P o 1ro 1 F-303
SPOKANE C4UM
C],EAR,~~ AIR POLLUflON
CONiROl AUTHORfTI'
WE57 7101 COCLEGE. 5!JlTE +503 • SPbKANE, YYA 95Z07 ■(5G9)477a727 Fa: (Sb9) ai7-682B - -Qate: March 7, 2001
To; James Richarcisan. Assaciate Rlannee RECE1VED
SPOKANE COUNTY
Soakane Gawntlr flivision of Planninq
1026 W. Broadwav Avenue MAR 2001
,S„pnlc-ane. WA 99260
From Ran Edgar, ChiefafTechnica! ~Servtces ~~~ISl~~I C9~ F~L~,P+N~dI~~
RE: SCAPCA REQ{lPREMENTS FOR
File No PE-I88E-01
Praponen# 1 Proa= Narne. 2.3 acres subdivided inta i lots ~14925 E. 2e Avenue.
0 Request fcr Ccmments an March 114, 2QD1
.
The follawing 'rs a lisi of concemsli5sues that may need #a be addressed for thrs project as determined from
mfarmation received by thris a#fice. The 14st is provided as a brief summary of general requsrements and does not
relieve the pmponent from meeting alf locaf, state, andlor fe~eraf regulatiorts. For additior~al infarrnatian ar
elarificatian, centact SGAPGA at (509) 477-4T27, Copies of SCARCA reguiatiens are aVailable far purr.hase in
our affrce or can be dcewed and pflwnloaded from hnn.Ifwww scaoca,are
Canstre,ction ra1ated retawirernents
• Dust emissians during demoliaan, canstructivn and excavativn projem must be contrvlfed. This may require
the use of water sprays, tarps, sprinklers, or, suspension of activity afuring r,ert-ain weather crmdit9vns,
■ Measures must be raicen tQ aveid the depositivn of dirt and mud fram unpaved surfaces onta pavad surfaces.
ff tracking or spills 8txus on paved suGfaces.1 mea5ures must be taken imrnediatefy to c[ean these surfaces
■ Debris generated ss a result of this project must 4e d+sposed of by means nther than buming.
• SCAPCA strongfy recammends that ali travefed surfaces (i.e, ongress, egress, parking areas, access roa4s,
etc.) be pavep and kept caean tv rninimize dust emiss,ans
• If abjectionable admrs result from th is project, effective contrsl apparatus and rrieasures must ae taken ta
reduce oqors to a r°ninimum.
Additianal reauirefnents
• A Not,ce of Cvnstrvvctian and Application for 'Appraval is requfred to be suhmrtted and a,pproued by SCARCA
prior to the construdon, installatren, ar establishment of an air pollution sgurce, 7his includes emergency
generawrs rated a! 500 hp {375 }cWW) cr hignir, natural gas heaking equipment unim rated at 4 MMBTUIhr or
higher (input), and heating equipment units fred w;tt other fuels (e.g. diesel) rated ai 1 MMBT[J/hr (input) ar
higher. Contact SCAPCA far a Notice of C4nstruction application,
• A Natice of Intent must be submitted t0 SCAPGA prior to any demoliticn praject or asnestos praject. An
asbestas survey rrrust be done by an AHERA accmdited buifding inspector privr to the dem4lFUan or
renavatian of bui3dings co claiermine if asbesws-containing material is present at the site. Contacr SGAWCA
fnr a I►[otice of lntent appfrcation.
k45CAFCA5D11MARYM1Marys\SFPAOFT1ERAL GQhMM'S1Ff]RM.dvc
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RECEIVED
SPaKANE CC3UN3y
APR 0 2001 Mr. & M1'S. Leslie B. Efl1Qft
14915 East 23rd Avenue
QIv[SID~ ~~~~NG Verada3.e, Wash 99037
(509) 928-7196 Hvme
(509) 921-1098 Wark
NNirr. Jaines Richardsvn, Associate Flanner
Spokane County DivisiQn of Planning
1026 West Lroadway Aaenue
Sgokane, Wash 99264-0050
Reference prvject fi1e number PE- 1885-01
Gaod Morning:
We wvuld like to go on record as being in strong vppositivra to the details
af th.is project!
The rnast obvious flaw is the apprDVal vf a half cul-de-sac, mainta3nned as a
priVate driae until the other half be built. W e wouid point aut that there is nn
knavvn date for the acquisitaan of the land necessaty for the other half to be
built. This land is private1y held and could quite conceivably cantinue to be
so held fflr many years to come. The haIf cul-de-sac itself wvutd be a
cvnsiderable bottfle-neck. At Yeast svme residemts vf the area will awa
boa#.s, tcai.lers and RV's; garbage and delivery trzcks will regularly be in this
half circTe in additivn to the alwAys present transient vehicZes "lost" in a
cul-de-sac. A11 will be attemptin,g turnarounds ar backauts from this canfned
space, thus creating a nasty safet'y environment! Yerhaps, as has been curtly
paintad out, "kids are not suppvsed to play in the street." Haweaer, this
neighborhond is within a blvck of Sunrise Element.ary Schvvl sn the optivns
far schoal cMldren are to trespass on private prapert-y or walk on these county
streets to get to and from school, since tFie cQUnty has nat seen fit to fumish
sidewalks for the aMrea. T'herefare, it seems to us that the caunty° viewpaiait
that kids should nof be on these back streets borders an hypvcrisy and that
the real issue here is that canstructivn of this half circle is dangerous!
~
We find several factQrs v€the prvicess itself tv be whally abjectionable.
Why, for example, w~s the applicatian for this project circulated through
other agencies such as engineenng, fire, water, etc befvre it was braught tv
°the attention vf the residents vf the neigh6arhaad? ThQSe of us living in
the neighborhvvd are the anes wha vvil1 be perrnanently affected by such
prvjects, yefi we are the la,st to know. Dn the cather hand, agency nnembers
having anly transitvey irrterest in the prvject, with no concern for the
perrnanent effects on the neighborhaod get the fxst review nf the project
without neighborbvad input and give their approval based solely on haw
the project temporarily impacts their agency!
We fully rea11ize t.hat fi.his project meets all legalistic minimums Qr has
beeri granted exceptions where 80' frontages do not exist. But is this
really the paint af courtty platuung? Are we to simply maximize caostruction
and every project meeting bare mini.mum standards is tv be appraved? We
have the naive belief that coumty planners have the responsibility ta act vn
beha1f of loca.l citizenry, and approve only those prvjects which blend in with
existing neighborhvods. We ca11 your attentaon to bTock 4, Vera Crest
Subdivision which is the plat inmediately to the nor'th of PE-1$85-01, and
the clasest neighbarhvod fa the proposed cans#ruction. Vera Crest has
spaciaus lat sizes and 1ar,ge hvmes, yet the bare minimwn lats of this
prelimi,aary plat abut ilnmediately aga.inst tie back yards of some af these
1oVely homes. Perhaps it weuld be wefl if tbose of our public servants
wha have vr will review this project visit the planaed site, Qote the sharp
difference ia the twu adjacenf subdivisions and then ask if they would
apprave such marked cvntcastts in their own neighborhoods!
This project is seriously flawed and shauld be reworked with entrance
from 24th Avenue and lot sizes enlarged ta mvre readily 61end with thase of
its neigh4anng subdivision, Vera Crest.
Copfes to: `
Spokcrne Caunty M"'4~
C'ommissianers Mrs. Uee S. Etlivtt Leslie B. Ellivtt
Mr. &Mrs. Guthrie
Mr. George Wcrtson
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Traffic Counts
Roat3 Name Lacatxan............,....... Leg Count...
24TH AV at B06+III]ZSH RD E 1443
24TH AV at BQWI]ISH RD W 1155
24TH AV at FINES RD E 1281
24TI-i AV at F'ZNES RI] W 1383
24°TH AV at EVERGREEN RD B 2430
24TH AV at EVERGREEIV RD w 2 411
24TH AV at ADAMS RD E 2334
24TH AV aC. ADAMS RD W 2698
24TH AV at SULLIVAN RD E 2711
24TH AV at SUI,LIVAN RL] W 2729
24TH P,,V (START) at CJJNIVERSI"TY RD E 909
24TH AV (5'I'AR'I") at FaRREST AV E 1263
Traffic Caunts
RQad Name Lacation.....,,,............ Leg Count,..
ADAMS RD at 32Nn AV N 680
ADAMS Rl7 at 32ND AV S 203
ADAMS FtD at 24TH AV Iri 973
ADAMS RL7 at 24TH P,V S 885
ADAMS Rfl at 16TH AV N 20B4
ADAMS RD at 16TH AV S 2903
ADAMS RL) at 8"I'H AV N 2 905
ADAMS RZ] at $ TH AV S 2843
ADAMS RI7 at S PF.AGUE AV N 274 9
ADAMS RD at SPRAGUE AV S 5840
ADAMS RI) at BRaA.DWAY AV N 1564
ADAMS RI] at BRDADWAY AV S 2603
ADAMS RD (END) at MISSIC7N AV S 1675
ADAMS RD (END ) at FORKER RI] S 80
ADAMS RD (START) at SR 27 E 50
DETERMINATI(lN iJF
N4N5YGNIFICANCE - 4'DN'St'
W,AC 197-9 1-9?0 and Sect'ran It. 10.23 0(3)
SPC7KANE ENVIRONMENTAL aRD1NAIVCE
FILE NUM8ER: PE-1885E01
I?ESCRTPTTOIV' OF PI~~POSAL: Preliminary ,plat to suladivide appr6ximate[y 2,34 acres indo severr
lats far single farrrily dwellings and thase uses ailawed in the existing Urban Resad'ential-3.5 (UR-3.5)
zone.
Pr1RGEL N[].: 45261.1527
HEARfNG DATE A1VT) TIlIM: June 6,2001 @ 10;30 a,rn.
AFPLICANT: GeofgQ Wat50n, 14295 E. 24th, Veradale, WA 99037
GCICAT~ON O~ PR{7POSAL. The site address is 14925 F- 24tih Aue, Genera[ly located north uf anti
adjoining 24th Ave. and east of Burns Rd (if extended), within 5ection 26, Township 25 N, Range 44
EVVM, and within the Urban Resrdential-3 5{UR-3 S} zone.
LEAI) AGENCY: SPC1KANE CC7[.TTNTY I)IVISIC}N OF PLANNING
DETERMIlVATIflN: The lead agency for this prQposaf has deteemined that st does naf harae a probable
signifiea.nt adverse irr►pact on the envircrnment. This decision was made after review of a campleted
environmental checklist and other information on file with the lead agency. This information is avaifable
to the pub1ic flrr rec{uest.
This DNS is isswed under WAC 197s 11 -340(2); the lead agency will not aeC on this proposal for at least
15 days from the date issued (bekow). Comrnents regarding i'hrs DN'S must be suhmitted no later
than 5:[}0 p.rn., June 4,2001, if they are intended to alter the DNS. All comments should be sent to
the Contact perspn li5ted beloW.
RESPONSTBI,E []FFICIAT.: By: .Tames Richardsan, Associafie Planner '
Spokane Caunty Division of Planning
1026 W. Broadway Ave.
Spokane, WA 99260-0220 (509) 477-7168
DATE ISSUED: 5118101 SIGN.~TURE.
.
001VIIVIENTS REGARDENC'r E1tiIVIR.QNMENTAL CQNCERNS ARE WkLCQME E1T THE HEARINC'i.
APPEAL C}F THIS I1ETERMINATION, after it becomes fna[, may be made to the 5PC}K4NE COUNTY
DI'WIISION pF PLANNTNG, 1 sc Flaor, 1026 W. Brnadruay, Spnkane, WA 99264. The appeal deadlme is ten {10}
calendar days after the szgning oFthe decisaon to approve ar disapprove the project. This appeal must be written and
the appellant should be prepared to make specifc factual objections Cpntact the Dir+isian of Planning to assist you
with the speeifies far aSEPA appea9
This aNS was mailed to.
1. WA State Qepartmeni of Ecology (0lympia)
2. _
3 Spcrkane County Diuision of Engineering, Developrnent Services; Bcil Hemmings
4 Spokane County D1vision of Utifities; ]im Red
5. Spokane County Stonnwater Lltility; Brenda Sims
6. Spakane Regiunal Health District; Steae H4lderby
7. Spokane Count}+ Di►+isian of Building and Code Enforcement,leff Farry
8. Washington 5date DeparTttient af Transportatirn; Mark ltoruher
9. 5pokane Counry Fire Protection District No. 1
10. Vecs Water & Power
11. Centra! VaFley Schoml dist. # 356
12. Vera Water and Power
OFFICE OF THE 5PC]KANE GOIJNTY ENGIIVEER
1026 W Broadway Ave, 5polcane, WA 99260-0170 (509)477-3500 Fax (509)477-2243
"ENGINEER'S CONDITIaNS []F APPRQVAL" P'LATS
TO: 5qaleane County Planning Departm nt
FROM. ❑ivisivn of Engineering & Roads 4A .G.~ ~
[3ATE: May 21, 2001
PROJECT: PRAIRIE ORCHARO
FILf PE-1885-01
Hearing: 0610612001 @10:34
Planner: JAMES RICHARDSON
ReView Date: 0311412001
5ponsorlApplicant: GEURGE WATSON
Sectian Township Range; 26-2544
Technical Review Date; (@)
The 5pvkane County Engineering ❑epartment has reviewed the abv►re referenced applicatian. The
fallowing "Cvnditions af Approval" are submitted to the 5pokane County Planning Department for
inciusion in the °Findings of Fact, Conclusians and OrderlDecision" shauld the request be approved.
Prior to release of a huilding permit or use af property as prapased:
1. That condi#ianal apprvVal of the plat by the County Engineer is given subject tv dedicatian o#
right-of-way and approval of the rDad system as indicated in the preliminary plat of recard.
2. A Professional Engineer, licensed m the 5tate of Washingtan, shall submit final road and
drainage plarrs, a drainage report and calculations that all cQnform ta the 1999 5polcane County
Standards for Raad and 5ewer Construction, the currerrt 1999 Edition of #he Guidelines for
Stormwater Management and a!l standards and laws that are applicable to this prvject if raad
andfor draEnage irnprQvements are requirsd. Final road and drainage plans and a drainage
report shall receive the County Engineer's acceptance priar to release of a constructian ar
building permit or approval of the finai plat. Drainage language wili be drafted by 5pokane
County and pravided to the Sponsor's Engineer or 5urveyor for inclusian in the final plat
document fallowing plan acceptance by the 5pokane County Engineer.
_ 3. Arry applFCable starmwater management sy$tems and raads far this plat shall be constructed
and certified #o be constructed in accardance with the accepted raad and drainage plans, ar ail
the required improVements must be bonded for in accordance with the 1999 Spakane County
5tarrdards fvr Road and Sewer Construction, priar to the recording af the tinal plat. Record
drawings and all construction documentation shall be submitted with the prvper certification
s#atemen#.
CC• Appiicant GEORGE wATSDN
EnqaneerISurveyor SAMES A 14ATN
Flanner JAMES RIciiAROSOta
Fage 2
06j05/2001 Hearing / 0311412001 Revaew 1TR
ge-raas-o1
4. This prapvsed subdivisian or development propvsal is lacated within a drainage ~basin, which
has been identified by tMe Spakane Caunty Engineer's and UtiEitaes offices as haaing stormwater
ranofF problems. Since this propvsed subdiWisian or develapment praposal is affected by or is a
contributor to stvrmwater flows, property owners shauld participate in the planning and
implementativn af a future basinwide stormwafier management system
5. Er+osion Gontrol: A Temporary Ervsivn and 5edimenta4ian Cantrol (TESC) plan is to be prepared
by a WA State licensed Prafessivnal Engiraeer or Landscape Architect, and implemented
throughmut the duration Qf constructivn. The TESC plan is to he prepared using best
manageeraent practices (BMP's) currentfy accepted within the Civil Engineering profession, and
shall address limits on amount and duration of disturbed areas which have not been stabilized.
The TESG plan is to include, as a rrtiinimum, a grading plan, lacativn and details of siEf cvntrol
strDuctures, and street cleaning program. Eiunoff from expvsed areas must be fltered priar to
discharging intQ a detention pond, evaparation pand, 208 swale, ar infiltratiQn facility. The
TESC plan is to be included in the road and drainage piaras. The applicant's Engineer is to
submit the TESG plan and' suppar#ing caiculations to Spokane Gaunty for reuiew, and shall
receive acceptance as part of the plan review pracess priar to site disturbance. `fhe TESC
majar structures (such as silt pands, silt traps) are to be installed priar to other site wark and the
TESC measures are to be implemented and maintained throughaut the duration of canstruction,
including house constructian.
6. As per Section 9.14.[}80 af the Spakacte County CDdg, nv persara shall construct a rvad or other
faci[ities within the existing proposed, or future public right-vf-way, or the private raad easement
in connection with the actions enumerafed in Section 9.14.020 wi#hout ❑ut first having Eeceived
a permit as specified in 5ectian 9.14.070(1 ) for such facilcties from the County Engineer. 5aid
permit will nvt be granted until the plans for the devefopment have been accepted by the Caunty
Engineer. If this pravisivn is viofated, the County Engineer may require the projec# plans be
revised to show the cvnstructian that was done and specify how the cons#ruction that was dane
will meet Spakane Courrty 5tand'ards priar to plan acceptance. 1
7. Cnnstcucfivn within the proposed public streets and easements shall be perfarmed under the
direct super'vcsion af a I'icensed engineerlsurveyor, ►n+hra shall furnish the County Engineer with
"Record Qrawings" artd a Certif ca#e in writing that a!P improvements were iRStalled' #a the cines
and grades shQwn on the approved construction pfans and that all disturbed mvnuments have
been replaced.
8. No cvnstructivn wvrk is to be perFarrned within the existing or proposed Puh[ic right-of-way until
a permit has been issued by the County Engin~er. All wark is subject to inspection and
appraval by tFre County Engineer.
9. All constructivn within the existing or proposed Public righ#-of-way is to be completed priar to
filing the fnal plat or abond in the amount estimated by the Courrty Engineer to caver the cost
of construction of imprvvements. Gonstructian certafication, "Recard prawings" and
monumenting the street centerlines shall he fiIed with the Gounty Engineer.
Page 3
06J06/2001 x8aring / 9311912001 RQVa.ew / TR
PE-1885-a1
10. Road design, construction and drainage contreal for 112 right-af-►rvays and 5tub Road
cannections are the responsibility+ of the develaper.
11. Appropriate praWision be rnade that the fvllvwing d'escribed property be held in trust until the
cvntinuativn of the streets be ded9cated Dr deeded: A 1 foot strip at the ends ❑r edges of all
streets that terminate or bortier the p9at boundary. Temporary cul-de-sacs are required when
streets #erminate at tFre plat boundaries. The applicant shail apply for access ❑ver the existing 1
foat strcp which exists Qn Burns 5treet from Spokane C+ounty, known as Lot 2 of 6fock 6 of Vera
Crest 5ubdivision, prior to the fifing of the final plat.
12. The applicant shnu9d be advised that endividual driveway access permits are required prior ta
issuance of abuilding permGt for driveway appraac'hes to the County road system.
13. DedicatiQn of 112 0f a fulf cul-de-sac at the terminus of Burns Street at the narthwest corner of
the plat boundacy is required.
14. The County Engineer has designated a Local Access Raadway Section fnr the irrapravement of
E3urns Street which is to be constructed with'rn the prflpvsed develapment. This wilf require the
installation of various amvunts of asphalt necessary tfl cons#rucr 112 of a full cul-de-sac. The
construction of curbing is als❑ required. This portion of the 1!2 cuP-ds-sac shall be main#ained as
a private road until such time as the remaining portivn of the cul-de-sac is dedicated to the
public, construeted and established fvr maintenance.
15. All vested owners shall sign and record private rvad documents as pcescribed hy fihe Spokane
County Engineer for the maintenance of #he gurns 5treet 112 cul-de-sac. These dacuments
shall be reviewed and approved by the Spvkane County Engineer prior to recording with the
Spokane County Auditor. Recording nurnbers shall be reterenced in the dedECatory language of
the p9at.
16. The County Engineer has designated aCo{lector Arterial Raadway Section far the improvement
of 24th Avenue which is adjacent ta the proposed deuelopment. This will reguire the additiarr of
appraxamately 6-$ feet of asphalt along the frantage of the develapment. The constructiora of
curbing and sidewalk is alsv required.
17. The propased plat shall be improved to the starrdards set forth in Spokane County Board of
Cammissioners Resvlution Na. 99-0265, as amended, which establishes regulations far roads,
appfDaChf:5, drainage and fees in new constructian.
18. The County Engineer has examined th9s develvprraent propa5al and has determined that the
impact of this proposal upon the exisfing County Road Sysfem vtirarrants the dedicatiarr of
additional right of way and the roadway impravements herein specifed.
Page 4
06/06]2001 Hearing ] 0311912001 Review 1TR
PE-1885-01
19. The County Arterial Road plan identifies 24`h Avenue as a Collectvr Arterial. The exis#ing right
of way width of 60 feet is not consistent with that specified in the plan. In arder to implement the
Arterial Raad Plan it is recvmmended that a strip of praperty 5 feet in width along the 24'"
Avenue frontage be set aside rn reserve. This praperty rnay be acquired by Spakane County at
the time when Arterial Impravements are made to 24"' Avenue.
20. "The applican# is adVised that there may exist utilities either underground or averhead effecting
the applicant's prmperty, includeng praperty to be dedicated or set aside future acquisifion.
5pvkane County will assume nv financial obligation fvr adjustments ar relacation regarding
these utilities." "The applicant should contact the applicable utilities regarding responsibility for
adjustment ar relacafion costs and to make arrangements for any necessary work."
21. The applican# shall grant appficabCe barder easements adjacent to 5pakane County Right vf
Way per 5pokane County Standards.
22 Prior #o the filing of a final plat, the applicant shalk sign and record a`°Spokane County Natice ta
Public Na. 4" which will allow driveway access from the Burns Road right vf way far lats 1,2,3
and 4, until such time that the other 112 of the full cul-de-sac is dedicated and constructed to
5pokane County public road standards.
23. That the foflowing statements be placed in the plat dedicatian:
• This plat is subject to a separate "Spakane County Natice to the Puhlic No. 4", recarded
(date) 200 1, u nd e r Au d itor's Document No. .
•"The owner(s) Qr successnr(s) in interest agree ta join in any Caunty-approved storrnwater
management program and ta pay such rates and charges as may be fixed through public
hearings fnr service or bensfi# vbtained by the planning, design, cQnstructing, maintaining or
aperation of starmwater control facili#ies,"
EIV❑
~i:
~
'
S P C] I-- A N F=- C C7 U N T Y
I3[VISIC,TM1F CtF FI.ey[VNIfdG ADNISIQN qF TEiC [71113LIC WCIRKS DFf'ARTMENT
MYCHA£L V IVFPI71•;AM, I]IRECTOR GAAY OBERG, L7SAECTOK
MEMORAIVDUM
TQ: ;po' ane ou~~ y~ivishon af ~ng~in~erin & tc ~aA- ScoR1 angeif~a~d, a, dy
irnbai
Spnkane County Devisinn vf Engineering & TZaads; Biil Hemmings
Spokane County ,I3ivrsion of []tilities; 7im Red
Spokane County Stormwater'{.]tility, Brenda Sims
Spokane Regional Health District, 5teue Holderby
Spokane County Divisian of I3uiiding &Cade Enforcement, ]eff Forry
Fire T)iskrict No.1
Vera Water and Power
Central Valley Schoal L7istrict No. 355
FRC)M: .lames Riehardson~Asxsaciate Flanner
DATE. May 9, 2001
SUBJECT Review and comments for the hearirag of lune 6, 2001 @ 10:30 a rn.
FILENd: P& i$85-{l l
BRIEF DESCRIPTIpN: F'retiminary plat to subdiVide approximately 2 34 acres -
inta seven lots far single family dwellings and those uses allowed in the existing
Urbart Residential-3.5 (UR-3.5) znne.
PAItCEL N[J: 45261. 152'l
APPLICANT: GeQrge Watsan, 14295 E. 24`n, V"eradale, WA 99037
Note that the application and maps were previQUSIy circulated to your agency.
Flease review and return any comments ta me by 1V'Iay 22, 200 1.
Attachments Notioe af Publia Hearing
1026 W &R[)ADWRY • $PDKAiyF, WASHIfVC;TQ{V 9926L-0220
z5HOrvc (509) 477a200 • F.ax (509} 477-2243 • Too (509) 477-7133
~
,
Nt]TICE aF P[TBLTC HEARING
SPUKANE CQ[TNTY HEARING EXAMTNER
TU: All interested persvns, and ownersltaxpayers within 400 feet
YQU ARE AEREBY Nf]TJFIEll THA'fi A PUBLIC HEARING WILL BE HEI,D ON THE
LAND USE APPLICATION LISTED BELOW, AS FQLLOWS:
Applieation: PE-I8$5-01, Prelimxnary plat ta subdivide appraximately 2.34 acres into seven lats for
single family dtivellings and thvse uses alIowed in the existing llrban Residential-3.5 (UR-3.5) zane,
Parcel No: 45261.1527
Hearing Date and Time: ]une 6, 2001 a,7 10:30 a.m.
Piace: Camrnissioners Assembly Rvom, Lower Level, 5pokane County Pub]ic Works Building, ] D26
West Braadway, Spokane, Washingtan.
Owner: RQbett & Jeanlee Guthrie, 1524 S. WaII St., Spokane, WA 99243 _
Applicant: Gearge Watson, 14295 E. 24`h, Veradale, VVA 99037
Address and Lacation: The site addxess is 14925 E. 24`4 Ave Crenerally lmcated narth of and adjorning
24' Ave. and east ofBurns R.d. (if extended), within 5ect'ron 26, Tawnship 25 N, Range 44 EWM, and
within the Urban Residential-3.5 (UR-3.5) zone.
Camprehensive Plan: LTrban (U)
Existing Zoning: Urban Residential-3.5 ([3R-3.5)
EnVironmerital Determination: A Detennination of Nansignifieance (DNS) was issued by the County
Division of Plann'rng, as the lead agency on May 18, 2001. The eQmment period ends JiFne 4, 2001.
kelated Fermits: In arrder fnr the project to be develaped as proposed, additianal pernuts must be
ohtained including, but not limited to, sewer cannection pertnpt,s, building permits, access pertnit, etc.,
State agenGy perrnits, permits required by other local jurisdictians, axad Federal agency permfts. - -
D'rvisian of Planning Staff: James Richa.rdsvn, Associa#e Planner, (509) 477-715$ -
HE,A,RING EX4MINER PROCEDYJRES
Hearing Proress and Appea15: The hearing will he conducted undes the riiles of procedure adopted in
5pvkane C❑unty Res4lutian No. 96-0294, All interested persons may testify at the public hearing, and
may submit written cvmtnents and documents befare or at the hearing. The Hearing Examiner may limit
the titne given tv speakers. A speaker representing each side of the issue is encouraged. Any appeal of
the Hearing Examiner's decisian rwill be based on the record estabPished before the Hearing Examiner,
pursuant tv Cvunty ResalutiQn Nos. 96-0171. Enviranmental appeals w'rll fallaw the sam.e procedural
route as the underlying action. A11 heariangs rvill be conducted in faciIities that are accessible tv persvns
with physical disabilities.
Inspection of File, +Cap'res of I3ocuments: ,4 Staff Repart will generaFly be aVailabie far inspection
seven days befQre the hearing. The Staff Repart and application file may be inspected at the Spokane
County Divisian of Flanning, 1' Flovr Pertnit Center, Public W4rks Building, 1026 W. Sroadway,
Spvkane, WA 99260-0224, between 8:30 a.m. and S:Qf] p.m., weekdays, M-F, except holidays. Cvpies
of documents wi11 he made avaiPable for the cast of reproduction. If yau have any questions or special
needs, piease call the Uivasion at (509) 477-7200. Send vvritten conunents ta the Spakane Cauniy
Divisian of F'lanning, 1 026 W. Braadway, Spokane, WA 99260, Attn: James Iticha.rdsan. Mations must
be rnade in writing and submitted ta the 5pakane Caunly Hearing Examiner, 3m Floar, Public Works
Building, 1026 W. Braadway, Spokane, VVA 99260-0245.
OFFICE C]F THE SPOKANE COUNT't' ENGIIVEER
1026 W Broadway Ave, 5pakane, WA 99260-0170 (509)477-3600 Fax (509)477-2243
"ENGCNEER'S CDNDITIONS OF APPRQMVAL" PLATS
TO: Spokane County Planning Department
FROM: Division af Engineering & Roads
~
DATE: March 14, 2001
PR(?JECT: PRAIRIE ORCHARD
FILE P'E-1855-01
Hearing: @
Planner: JAMES R{GHARDSON
Review Date: 0311412001
5ponsorlAppficant: GEORGE WATSON
Section Township Range: 26-25-44
Technical Review Date: ( 7a )
The Spokane County Engineering Qepartment has reviewed the above referenced application. The
folfowing "Canditions of Approval" are submitted to the Spokane County Planning Department for
inclusion in the "Findings of Fact, Conclusions and OrderlDecision" shauld the request be approued.
Priar tQ release of a building permit ar use of property as qrvposed:
1. That canditional approvaf of the plat by the Caunty Engineer is given subject to dedicatfon of
right-of-way and appraval of the raad system as indicated in the preliminary plat of record.
2. A Professional Engineer, licensed in the Stats of Washington, shall submit final road and
drainage plans, a drainage repart and calculations that all cvnform to the 1999 Spokane Counfiy
Standards for Road and 5ewer Canstructian, the current 1999 Editian of the +Guidelines for
5tormwater Management and all standards and laws tFrat are applicable tQ this project if road
andlor drainage improVemen#s are required. Final road and drainage plans and a drainage
repart shall receive the County Engineer's acceptance prior to release of a Canstruction or
building permit vr appraval of the final pfat. Drainage Ianguage will be drafted hy Spokane
Caunty and provided to #he Sponsor"s Engineer ❑r Surveyor for inclusion in the final plat
document following plan acceptance by the Spakane Caunty Engineer
3. Any applicable stormwater marragement systems and raads for this pfat shall be canstructed
and certified ta be corrstructed in accvrdance vuith the accepted road and drainage plans, or alE
the required improvements must be banded for in accordance with the 1999 Spvkane County
Standards for Raad and Sewer Construction, prior to the recordmg nf the final plat. RecDrd
drawings and all construction documentation shall be submitted with the praper certification
statement.
CC; Applicant GEORGE FdATSON
EngineerlSurveyar JAMES A MItIN
Planner JAMES RICHARDSON
Paga 2
Haaring r 0311912001 Ae41.ew 1 TR
PE-18$5-01
4. This prvposed subdeuision or develapment proposal is located within a draanage basin, which
has been icfentrfied by the Spvkane County Engineer's and Lltilities vffices as having stormwa#er
runvfF problems. SFnce this propvsed subclivFSron or development proposal 4s afFected by or is a
cvntributQr to stormwater flows, property vwners should participate in the planning and
implementation of a future basenwide starmwater management system.
5. Erosian Corrtrol: A Temparary Erasion and 5edimentatian C❑ntro! (TESC) plan is to be prepared
by a WA 5tate licensed Professional Engineer or Landscape Architect, and implemented
thraughout the duratian af constructian. The TESC plan is tv be prepared using best
manag+ement practices (BMP's) currently accepted witFtin the Givil Engineering profession, and
shafl address limits vn amount and duration of d6sturbed areas which have nvt beerr stabilized.
The TESC plan is to wnclude, as a minimum, a grading planr ICJCat9i]El aC1C~I df:tallS C}f SIIt cDr1tfDl
str[3uctures, and street cleaning program. Runoff frarn expvsed areas must be filtered prior ta
discharging into a detention pond, euaparatian pond, 208 swale, ar irafiltration facility. The
TESC pian is to be included in the road and drainage plans. The applicant's Engineer is to
submit the TESC plan and supporting calculatians to Sp❑Ecane County far review, and shall
receive acceptance as part of the plan review process prior ta site disturbance. The TESC
major structures (such as silt ponds, silt traps) are tv be installed prior to ather site wnrk and the
TESC measures are to he irnplemented and maintained thrflughout the duration of construction,
including hause construction.
6. As per 5ectian 9.14.080 af the Spokane County Code, n❑ person shall construct a road ❑r other
facilities witFain the exESting proposed, or future public right-of-way, or the privats road easement
in cvnnecfion with the actions enumerated in Section 9.14.020 rlvithQUt out first having received
a percnit as specifed in Section 9. 14.Q7a(1 ) for such facilities fram the County Engineer. 5aid
permit will not hs granted unti6 the plans for the development have been accepted by the County
Engineer. If this provisian is violated, the County Engineer rnay requ+re the project plans he
revised ta show the construction that was done and specify houv the canstructian that was d'one
uvill meet Spokane County Standards prior tcr plan acceptance.
7. Gonstruction within the proposed pubfic streets and easements shall be perFarmed under the
direct 5upenfision vF a ficensed engineerlsurvey❑r, who shall furnish the County Engineer with
"Record Drawings° and a ceetificate dn writing that alf imprvvements were installed ta #he lines
and grades shawn on ths approVed construction plans and that all disturbed' manuments have
been repfaced.
No canstruction work is ta be performed within the existing vc propvsed Pubfic right-of-way until
apermdt has been issued hy the County Engineer. All warls is subject to inspection and
appraval hy the County Engineer.
9. A11 constructi❑n w[thin the existing Qr prvposed Public right-of-way is to be compCeted prior to
fiing the fnal plat or a bond in the amount estimated hy #he County Engineer ta cvver the cost
of canstructian of irnpravements. Gvnstructian certitication, "Record arawings" and
monumenting the street centerlines sna[I be filed with the County Engiraeer.
Page 3 '
Hearing / 0311412001 Review I TR
pE°1885-01
10. Road design, cvnstruction and drainage control far 112 right-of-ways and Stub Road
connections are the responsibilityr of the developef.
11. Appropriate provision be made that the fallawing described property be held in trust until the
cflntinuatian of the streets be dedicated ❑r deeded: AI fioat strip at 4he erads or edges of all
stree#s #hat terminate vr barder the plat boundary. Temporary cul-de-sacs are required ►nrhen
streets terminate af the plat boundaries. The applicant sFaall app6y fQr access vver the existing 1
foot strip which exists on Burns Street from Sp❑kane Cnun#y, knawn as Lot 2 of BIvck 6 of Vera
Grest 5ubdivision, prior ta the filing of the firra1 pla#.
12. The applicant shousd be advised that individual driveway access permits are required prior ta
issuance of a building permit fQr driveway approaches to the County road system.
13. ❑edication of 1I2 of a fuEl cul-de-sac at the terminus of Burns Street at the narthtwest corner of
the plat boundary is required.
14. The Gounty Engineer has designated a Local Access Roadway Sectian for the imprvvement of
Burns Street which As ta be c❑rastructed within the proposed develapment. This wull cequire the
installati❑ru of variaus amaunts of asphalt necessary ta canstruct 1!2 of afull cuC-de-sac. The
constructinn of curbing is also requered. This partion of the 1!2 cul-de-sac shall be mamtained as
a prEUate raad untEl such time as the remaening portion of the cul-de-sac is dedicated tv the
public, c❑nstructed and established for maintenance,
15. All vested owners shall sigrr and record priVate road documents as prescribed by+ the Spokane
County Engineer fvr the ma6ntenance of the Burns Street 112 cul-de-sac. These documents
shall be reviewed and apprQVed hy the 5pokane County Engineer priar to recording with #he
Spokane County Auditor. Recording numbers shall be referenced in the dedicatory Ianguage of
the plat.
16. The County Engineer has designated a ColEector Arterial R❑adway 5ectiora for the imprmvement
of 24'"" Avenue which is adjacent to the proposed development. This wip require the additian of
approximately 6-$ feet of asphalt along the frontage of the develvpment. The construction of
curbing and sidewalk is alscr required.
17. The proposed plat shall be irnproved tv the standards set forth in Spakane Couraty Board of
+Cammissivners Resolutian N'v. 99-0265, as amended, which establishes regulativns for roads, _
approaches, draEnage and fees in new construction.
18. The Gounty Engineer has exam6ned this development proposal and has determined that the
impact of this prvpvsa1 upan the existing Caunty Road Sy+stem warrants the dedicatian of
additional right of way and the roadway improuements herein specified.
Page 4
Hearing / 03/19/2001 Review / TR
PE-1885-01
19. The County Arterial Road plan identifies 24'h Avenue as a Collector Arterial. The existing right
of way width of 60 feet is not consistent with that specified in the plan. In order to implement the
Arterial Road Plan it is recommended that a strip of property 5 feet in width along the 24`n
Avenue frontage be set aside in reserve. This property may be acquired by Spokane County at
the time when Arterial Improvements are made to 24`h Avenue.
20. The applicant should be advised that there may exist utilities either underground or overhead
affecting the applicants property, including property to be dedicated or set aside future
acquisition. Spokane County will assume no financial obligation for adjustments or relocation
regarding these utilities. The applicant should check with the applicable utilities and Spokane
County Engineer to determine whether the applicant or utility is responsible for adjustment or
relocation costs and to make arrangements for any necessary work.
21. The applicant shall grant applicable border easements adjacent to Spokane County Right of
Way per Spokane County Standards.
22. Prior to the filing of a final plat, the applicant shall sign and record a"Spokane County Notice to
Public No. 4" which will allow driveway access from the Burns Road right of way for lots 1,2,3
and 4, until such time that the other 1/2 of the full cul-de-sac is dedicated and constructed to
Spokane County public road standards.
23. That the following statements be placed in the plat dedication:
• This plat is subject to a separate "Spokane County Notice to the Public No. 4", recorded
(date) 2001, under Auditor's Document No. .
•"The owner(s) or successor(s) in interest agree to join in any County-approved stormwater
management program and to pay such rates and charges as may be fixed through public
hearings for service or benefit obtained by the planning, design, constructing, maintaining or
operation of stormwater control facilities."
END
Kimball, Sandy
Frol. Hemmings, 8dV
Sent: Thursday, March 01, 2001 8.23 AM
Tv: Richardsorr, James
Cc: Engelhard, 5cott, E(imball, Sandy, Parry, Ed; Sims, 8renda; Baldwin, Greg; Hahman, John,
Little, Collesn
5ubjeet: PE-1885-01 - Gearge VVatson
3-1-I}1
I received the above referenced praposal on March 1, 2001. Na concept drainage plan is
required. I cansider the application ta he technically complete. I recommend the fallawing
conditions of apprvval:
• AProfessional Engineer, Gicensed in the State Df Washington, shall submit final road and
drairrage plans, a drainage repart and calculations that all cvnfarm ta the 1999 5pokane
County Standards for Road and Sewer Construction, the current 1999 Edition of the
Guideiines far Stvrmwater Management and ail standards and laws that are applicable to this
project if road andlor drainage imprauernen#s are required. Firral road and drainage plans and
a drainage report shall receive the Gaunty Engineer's acceptance prior to release af a
canstruction or building permit or approval af the final plat. Orainage language will be drafteci
hy 5pokane County and provided to the 5ponsar's Engineer or Surveyvr far inclusian in the
final piat dacument fallawing plan acceptance by the 5pakane Cvunty Engineer.
• Erosian Cantral: A Temporary Erosion and Sedimentafian Contral (TESC) p9ara is to be
prepared by a WA State Cicensed Prvfessivnal Engineer or Landscape Architecf, and
implemented thrvughout the duration of construction. 7he TESC plan is to be prepared using
best managemertt practices {BMP's} curren#ly accepted within the Givil Engineering
profession, and shall address lamits on amount and duration of disturbed areas which have not
been stabilized. The TESC plan is fio cnclude, as a rninimum, a grading plan, Cocation and
details vf silt cantroe structures, and street cleaning prvgram. Runoff fram exposed areas
must be fiifered prior to disc'harging into a de#errtian pvnd, evaporation pand, 20$ swale, or
infiltratinn faciiity. The TESC plan is ta be included in the road and drasnage plans. The
applicant's Engineer is to submit the TESC plan and supporting caiculations ta Spokane
Caun#y fcar review, and shali recei►re acceptance as part af the plan review process prior ta site
disturbance. The TESC majvr structures (such as siEt pands, silt traps) are ta be installed prior
to ather site wark and the 1'E5C measures are tv be impfemented and maintained throughout
the duration nf cvnstruction, iC1CIUdIfIg IIOUSe Con5tCEJCtlOn.
■ Any applicable starmavater management systems arad roads far this plat shall be cDnstructed and
certified #a he constructed in accardance with the accepted road and drainage plans, or all the
required improvemen#s mulst be banded far in accQrdance with the 1999 Spoleane County
5tandards tor Road and 5ewer Construction, privr to the recordarrg of the final pfat. Recard
drawings and all corastructinn documentatiarr shall he submitted with the proper certification
statement.
• As per Secti❑n 9.14.080 of the 5pokane Coun#y Code, n❑ person shall construct a raad ar
ofher facilities within the existing proposed, ❑r future public right-of-way, or the pridate raad
easemertt in connectian vuith the actions enu merated in 5ect94n 9. 14.020 withaut ❑ut f rst
ha►rcng receiVed a permit as spe~ified mSectian 9. 14.flTQ(l) foe such facil'ities from the Caunty
Engineer. 5a+d permit will na# be granted until the plans for the develapment have been
accepted by the Caunty Engineer. If this pravision is viQlated, the County Engineer may
require the project plans be revised tv shaw the cQnstructivn that vuas dane and specify haw
' th e co ns#ructivn, thaf was dane will meet S pakane County Standa rds prior to p9ara accep#ance.
• This praposed subdivisian vr development propasal is Iacated within a drainage basin, which
1
has been identified by tl JpQkane Cvunty Engineer's and L _(es offices as having
starmwater runaff problertis. 5ince this prvposed subdivisivn or developrnent propasal is
affected by or 7s a cantributor to stormwater flows, praperty a►n►ners shauld participate in the
~ planning and implementation vf a future basinwcde stormwater management system. The
fallowing statement shall be placed in the p'lat dedication:
"The Qwner(s) or successor(s) in interest agree to;oin in any Cvunty-approved stormwater
management prograrn and ta pay such rates and chaEges as may be fixed thrnugh public
Yrearings for seruice or benefit vbtained by the planning, design, corustructing, mamtaining or
vperatiQn af starmwater cantrol facilities."
Bill Hemmings, f'E
2
PAGE 1 - 15:39:53 28 FEB 2001
Road# Road Names.......... MPost. Reference Descriptio Road Log Info..........
05949 24TH AV (START) .000 UNIVERSITY RD U 17 PAVED 40
24TH AV .130 GLENN RD U 17 PAVED 40
.250 PIERCE RD U 17 PAVED 40
.380 SKIPWORTH RD U 17 PAVED 40
.500 BOWDISH RD U 17 PAVED 20
.650 WILBUR RD (END) U 17 PAVED 20
.750 UNION RD (START) U 17 PAVED 20
.780 UNION RD (END) U 17 PAVED 20
.910 WHIPPLE RD (END) U 17 PAVED 20
1.020 PINES RD U 17 PAVED 40
1.040 CHERRY CT (END) U 17 PAVED 40
1.090 APRIL CT (START) U 17 PAVED 40
1.100 HOUK ST (END) U 17 PAVED 40
24TH AV (END) 1.240 25TH AV & 24TH CT (S U 19 PAVED 40
05951 24TH AV (START) .000 FORREST AV U 17 PAVED 50
24TH AV .170 MCCABE RD (START) U 17 PAVED 50
.250 SALTESE FRONTAGE RD U 17 PAVED 20
.260 BLAKE RD U 17 PAVED 20
.370 MAMER CT (START) U 17 PAVED 20
.500 EVERGREEN RD U 17 PAVED 32
.620 BANNEN RD U 17 PAVED 32
.750 BEST RD U 17 PAVED 20
.860 CALVIN RD (START) U 17 PAVED 20
1~ 17 G+H B LT~M . 4
• 0 PROOCe,'RESS ,RD U 1 PAVE• 24 _
1.400 NEWER RD (START) U 17 LIGHT BITUM. 20
1.510 SULLIVAN RD U 19 PAVED 40
1.660 TIMBERLANE DR U 19 PAVED 40
1.720 24TH AV CUL-DE-SAC ( U 19 PAVED 40
1.800 SONORA DR (END) U 19 PAVED 40
24TH AV (END) 1.880 VERA CREST DR (START U 19 PAVED 40
06196 24TH AV (START) .000 WEST END TO DISHMAN- U 19 GRAVEL 30
24TH AV .150 UPRR CROSSING U 19 GRAVEL 30
24TH AV (END) .200 DISHMAN-MICA RD U 19 GRAVEL 30
05948 24TH AV (START) .000 BALFOUR BV & RD U 19 LIGHT BITUM. 20
24TH AV (END) .090 SUNRISE RD U 19 LIGHT BITLTM. 20
05950 24TH AV (START) .000 VERCLER RD U 19 PAVED 40
24TH AV (END) .170 GUTHRIE DR U 19 PAVED 40
04863 24TH AV CUL-DE-SAC ( .000 SOUTH END TO 24TH AV U 19 PAVED 40
24TH AV CUL-DE-SAC ( .020 24TH AV U 19 PAVED 40
06265 24TH CT (START) .000 24TH AV (END) & 25TH U 19 PAVED 36
24TH CT (END) .030 NORTH END OF ROAD U 19 PAVED 36
7 Records Processed
• ' ,
z ~
i
S R C~ If A N E
~
T]Ii7ISIohi C?F PLA[YNING A 1]IVLSIOPsF OF THE PU6L[C WQRKS 17EPART1a1EiV'T
MICHAEL V NEE[}HAHi, 171RECICJR CaARY OEERG, L?IREMR
1►J.J;.M7JRtLl1 DU lYL
T0: -Bivisian ofEngineering°and=R-oads; Tr•anspvr-tation=Engineerzing~
~cott=Engei'h~d;°clo-Sandy-Kimb aII
Division of Engineering and Roads, T]evelnpment Serv ices, Bill Hemmings
Division of Utilities, Information Services, dirn Red
DiVision of Utilities, Stormwater Utility, Brenda Sirns
Spokane Regionai Health Distric#, Steve Holderby
Spokane Countya Air Pollution Controi Autharity
Vera Irrigation District #15
Spokane Coun°ty Fire Bistrict # 1
Central Vafley School District #356 ,
15~p_
FRUM: 7ames Richardson, Assaciate Plarmer
DATE: February 27, 2[][] 1
RE: Preliminaxy Plat; FE-1885-01
Enclosed find a prelimiraary plat drawing, applicatron and enuironinental checklist for
Prairie Orchard. 1`he subdidisian proposes 7 lats of approximately 11,{]00 square feet
each on 2.34 acres. The 1ots are proposed to be served by public water supply and public
sew+er.
"The project site is located rcorth Qf and adjoining 24~h Avenue and east of Burns Raad (if
extended), within Sectican 26, T 25 N, R 44 EWM, and within the Urban Residential-3.5
(UR-3.5) zane. Please review and forward any camrnents ta me by March 14, 2001. Tf
yvu have any questians yau may contact me at 477-7168.
Enclosures: (5EPA Checklist, applicativn, plat map)
copy wlo enclosures: (ieQrge Watson: 14925 East 24`h; Veradale, WA 99037
Rabert Gufihrie; 1625 Svuth Wa11 Sireet; Spaka.ne, WA 99203
Rameo-Mainland, LLGa 222 WeSt M1551Q31 -~~30; Spakane, VVA 99201
1626 W BHpAC3WAY • 5Pf3ICANE, WASF3IfVC'f'pN 99260-0220
i'H(3NE (509) 977-72{}0 • FAil{: (509) 477-2243 ■ TDD (50} 477-7133
~
SPOKA~~ COUN'`Y DIVISION (3F
PLANNING
PRELIMIIVTARY SUBDIVYSIC3N APPLICATIONECEIvEQ
. sPoKANE couNTY
PART I F E8 2 6 2001
A. GEr~RAL rNIFvRMATIorr: DIYIsrON OF PLANNrNO
NA1VIE OF APPLICANTIREFRESENTATIITE: "25CIrv
MAII,ING ADDRESS: 40■
C ITY: 1,~.` ~'4 4 STATE: ZfP.
PHONE: Spf:S f/ 97 g4 wo rk) ~ (home) FAX •
TE APPLICANT I5 NOT C)WNER, IIVCLUDE VVRITTEN OWNER AUTHGR1ZATION
FOR APFI,ICANT '['Cl SERVE AS ItEEPRESENTATNE.
T.EGAL c7WNER's NAIYM:
MAILTNG ADDREss: ! 62. ,5- o. f/7a-Z1 j'
cITY: STATE: jl(IA zr~ ~ 240 9 j
F'RQJECTfPR{}P45A1, SITE AREA (acr+es Qr sq, ft) ADJACENT AREA OWNE❑ C7R CONTROLLED (acres or sq. ft.) 'v19NLr
ASSE55ORPARCEti #'S OF PROJECTIPRQPOSAL.
AS5ES5[]R PARCEL #'S OF ADdACEN'I` ARE.4 C]WNED (]R CONTROLLEF]
STREET AnDREss OF PRQPQSAL
EYISTING 2ONE CLASST.FICATION(S) (DA'I`E ESTABI,ISHEL]) E3CISTING USE OF PROPERTY
CQMPREHEIYSIVE PLAN CA'TEGORl'
SCHflflL DISTRTCT~ -'2~~r7 r
P-
FTRE QI5'TR.TCT 1 ~ WIS►"fER PURVEYC7R
PROP4SE£J LJSE OF PRCIPERTY:
Single family dwellirigs Duplexes Multifamily dwelBgs
Manufactured homes ( Susiness ( } Industrial Mixed ilse ( )
Other ~ ) - I]escribe:
LIST PREVdf7US PLANNING ACTIONS INVQLYIAtG THIS PRC7PERTY: A&
i !
f
B. ~.EGAL T1~FF"vRMATIOIV: ~ ~ ~ ~ ~ ~ ~ ~
~.ocAUa~r OF PRoPOsa~~,: T
sECrsQN TOwa~SHIP RANcE
~
r -
SUBDIVISTON AFFLICATTi3N Fage 2 af 6
NAME OF PllBLIC Rt)AI7(S) PROVIC3ING ACCESS: ,0c;
r
wrmTH OF PROPER-rv FRoNTrNc aN PUBLIC RaAa: ~ ~
I]OES THE PkOPClSAL HAVE ACCESS TO A°N ARTERIAL OR PLAIV`NED AR'I'ERTAL YES ~ hIp
NAME(S) OF ARTEI{IAL R+DAI7S
LEGAL I3ESCRIPTTON OF PRt7PERTY (.4ttach legal descriptinn with snurce of lagal cIearly indicated.)
INCLUDE LE .C`rAL DESGRIPTIL7N F[3R ENTIRE AREA Tt? BE S[1BDI11TLlED ON PRELIMTNARY
SUBDIVISIClN MAP.
IF YOU DQ NC3T HDLD '~i'ITI,E TD PRDPERTY, WHA'T I5 YQLIR iNTEREST TN I'Z'7
WHAT A1ZE THE CHANGED Cf]NLDITIONS OF THE AREA'GVHICH YDL] F~EL MAKE THTS
PROPmSAL W,ARRANTED? • ,
RVHA'P UvIPACT WILLLTHE PR[7PC7SEI3 5[]BDIVISIC]N HAVE ON "I`HE.4D.T,ACENT PR(7PERTIES7
WHAT FAC'1'ilRS SUPT'QR'T TffE SUBI]NISIONT
WHAT MEASURF-S I7Q YOU PR[7F{3SE TO INITIGATE Y(]llR PRaPOSAL'S UVIPACT ON
SC]RROUNI7Z1dG LAND U5E?
IP154
C. PRELMTTNARY SiTBDMSION GENERAL TIiiFORMATIUNc
NUM13ER OF LnTS: 7 cRoss a,REA:
TYrIcAL r~~~ SIZE: PROgasED rET aENstTr.: 3. o
SMALLEST L(JT SIZE: J~,Qf~ fa jc," Mi1vIMUM FRC)NTAGE:
PRoPOsED sOURcE OF wATER;
Tndir+idual weIIs Public system ~ Private Cvmmuniry System
Cltlzer ( ) - Describe:
PRQPOSED MEANS OF SEWAGE QTSPQSAI :
Pu61ic sewer N Comnzunifiy system Septic tank and drarnfleId
I7ovbie Plumbuig ( y Dry Sewer ( ) Otther [ }
Describe:
* Net £1ewity rs urails or lots per ucre inclurlrng the crrerr,foY private andlor pubdic roads, camman operr s,prrce, and urry
rronresidential use.
c
SUBDIVISION APPLICATION , Page 3 of 6
UTILITY COMPANIES AND/OR DISTWCTS TO PROVIDE SERVICE TO THIS PROPOSAL:
Electricity: Sewer:
Gas: Water: -z-1z-5z4 Phone:
DO YOU, OR THE OWNER IN THE EVENT YOU DO NOT OWN THIS PROPERTY, HAVE ANY
PLANS FOR FUTURE ADDITIONS, EXPANSIONS OR FURTHER ACTIVITY RELATED TO THIS
PROPOSAL? Yes ~ No IF YES, EXPLAIN:
D. PRELIMINARY SUBDIVISION IMPROVEMENT INFORMATION:
LEVEL OF STREET IIvIPROVEMENTS PROPOSED: Private roads
Public roads Arterial roads O Tract X roads O
DESCRIBE ANY COMBINATION OF ABOVE:
ESTIMATED TIIvIE PERIOD EXPECTED FOR COMPLETE DEVELOPMENT OF THE SUBDIVISION:
N/,4-
IS PHASING OF TEE FINALIZATION OF THE SUBDNISION PROPOSED? Yes No P4
IF YES, SHOW PHASING ON THE PRELIMINARY SUBDNISION MAP OR PROVIDE SEPARATE
PHASING PLAN.
IS DEDICATION OF LAND FOR PUBLIC USE CONTEMPLATED (Parks, schools, etc.)? Yes O NoA
IF YES, DESCRIBE:
PART II
FIItE MARSHALL / FIRE DISTRICT
RCW 36.70 B requiies early coordination and information
A. THIS PROPOSAL IS WITHIN FIRE PROTECTION DISTRICT NO.
B. WHAT IMPROVEMENTS NEED TO BE MADE TO MEET THE DISTRICTS FIRE PROTECTION
REQUIREMENTS?
C. O SEE ATTACHED LETI'ER DATED: '
D. REQUIRED FIRE FLOW (gallons per minute):
I have reviewed the/ oposal and have advised the applicant of the Fire Dislrict requirements.
C; r, ^M !'14,- s 1V 1 t
U " SIGNATURE TITLE DATE
.
SUBDIVISION APPLICATION Page 4 of 6
WATER PURVEYOR
' RCW 36.70 B requires early coordination and information
A. THIS PROPOSAL IS WITHIN WATER DISTRICT: V L.2A W 1a"~,~ '1" t-OuJes~L
B. SATISFACTORY ARRANGEMENTS FOR DOMESTIC WATER AND FIRE FLOW HAVE BEEN
~ MADE AS FOLLOWS:
A WATER SYSTEM PLAN MUST BE PREPARED: YES ~ NO
REQUIREMENTS:
C. O SEE AewI7:eprop D LETTER DATED:
1 hav r sal and have advised the applicanl of the District reguirements.
'P
SIGNATURE TITLE DATE
SPOKANE REGIONAL AEALTH DISTRICT
RCW 36.70 B requires early coordination and information
/
A PRELIIvIINARY DISCUSSION HAS TAKEN PLACE, A COMI'LETE APPLICATION MUST
INCLUDE: ~ ~ -
AZ / -'G l/✓a~ / A/~ LGG
B. O SEE ATTACHED LETTER DATED: ~
After a preliminary review of the proposal, I have advised the applicant oJsome of the
Spokane Regional Health requirements. A complete and detailed review wilJ be provided after the
application is submitted, which will result in a complete list of requrrements and conditions
regarding Health provisions for the pr osal.
.l~"~ 2"'71ZCbl
SIG TURE TITLE DATE
SEWER PURVEYOR L
(City of Spokane or Liberty Lake)
RC 6.70 B requires early coordination and info ation '
A PRELIMINARY DISCUSSION HA PLACE, A COMPL APPLICATION MUST
INCLUDE:
B. O SEE ATTACHED LETTER DATED:
After a preliminary review ojthe proposal, I have advised the applicant of some oJthe
Sewer requirements. A complete and detailed review will be provided after the application is submitted,
which will resu/t in a complete list ojrequirements and conditions regarding Sewer provisions
for the proposal.
SIGNATURE TITLE DATE
~
SUBDIVISION APPLICATION Page 5 of 6
SURVEYOR VERIFICAT'ION .
I, THE UNDERSIGNED, A LICENSED LAND SURVEYOR, HAVE COMPLETED THE INFORMATION
REQUESTED. THE PRELIMINARY PLAT HAS BEEN PREPARED BY ME OR UNDER MY SUPERVISION IN
ACCORDANCE WITH THE REQU REMENTS OF THE SPO NE COUNTY ZONING/SUBDNISION
REGULATIONS AND THE LA OF THE STATE OF W G N.
SIGNED: DATE:
ADDRESS: PHONE: q - /R~
5;.r . ~ " ZIP:
PART III
(SIGNATURE OF PROPERTY OWNERS OR LETTER OF AUTHORIZATION)
I, THE UNDERSIGNED, SWEAR OR AFFIRM LJNDER PENALTY OF PERNRY THAT TI-E ABOVE
RESPONSES ARE MADE TRUTHFULLY AN~D TO THE BEST OF MY KNOWLEDGE.
I FURTHER SWEAR OR AFFIRM THAT I AM TBE OWNER OF RECORD OF THE AREA PROPOSED FOR
THE PREVIOUSLY IDENTIFIED LAND USE ACTION, OR, IF NOT THE OWNER, ATTACHED HEREWITH
IS WRITTEN PERNIISSION FROM THE OWNER AUTHORIZING MY ACTTONS ON HIS/HER BEHALF.
SIGNED: DATE:
ADDxEss: PHONE: q
zIP:
~
GAPPLICANT OR REPRESENTATIVE DATE
STATE OF WASHINGTON )
) ss:
COUNTY OF SPOKANE ) -
SIGNED AND SWORN OR AFFIRMED BEFORE ME OT'. THIS I( DAY OF
Zooo, BY
.
~ti~«~1ti111Hf{Jl;11 , y
~ ~OryJ•,o~
~`E;~~ 4-A••,!~ ~ Notary Public in and fpr the State of Washington
` t V NOTARV ~rr~: l S
Residing at: X.
PUBUC '
A~ My appointrnent exp' s:
~~~//~~~F WASt~~N~`Q~`\ .
frr~,if!{~11ti15\11\
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SUBDIVISION APPLICATION Page 6 of 6
PART IV
(TO BE COMPLETED BY THE DIVISION OF BUILDING AND PLANNING)
DATE SUBMITTED: Z ~ 7 (o' -O I FILE - 0 I
DATE ACCEP'TED: Z ~ Z(o ( BY: •
TOTAL FEES: ~ ~ J ~ ~Q • ~ ~ RECEIPT
PREL SUBDIV APPL WTC REV 12/99
d
February 49,2001
I 7eanT.ee Guthrie. appoint George P. 'VVatson as my agent far the praperty Ivcated at 14925
East 24th Avenue Vexadale, Washuigton 99037.
~7
Je e Guthrie, Dwnex ` Date:1~7
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~~~CKLIST
SP~KANE ENVMdNWNTi~ ~~DINANCE
SECTION 11.10.230(l)
AEcEiv€D
SPOKME CvuNTr
FEB 2 6 2001
~ x~
DI1rtSION OF P+~~u,~iNG
~ ~
~ ~ _3 _ - ~
i
SPQKANE ENVIRUNMEENTAL ORDIINALVCE
(WAC 197-1 1-960) Secti4n l i.I0230(1) .
ENVIRONMENTA►L CHECKLIS'T
File No.
Purpose of Checklist•
The State Enviranmental Ac# (SEPA) Chapter 43.2 1 C RCW, rec;uires aZ] go~ernmentat agencaes to consider the
enviranmental impacts nf a proposal before making decisicros. Ary Enviranmental Impact Staternent (EIS) must be
prepared fQr aIl proposaIs with probabie significant adverse impscts on the quality ofthe eneircmrnent. The
Purrpose of this checklist is ta provide anformataon to help you and ttie agencyy identify irngacts fram your proposal
(and to reduce or avoid impacts from the propcasai, if it can be dane) and ta belp the agancy decide whether an E!S
is required.
Instructinns for Applicarats:
'lshis environmentat checklisE asks you ta desaribe same basic inforinatian alaoirt your proposal. Go►+ernmental
agencies use this checklist to dctennine whether the envircmmental unpaets of your proposal are significant,
requiring preparation of at EIS. Mswer the questions kariefly, with the mast precise informatian known, or giVe
the best descriptian you cars.
Yau must answer each question accurately and carefu!!y, ta the best nf your kriowledge. Tn most cases, you
should Ee abZe to answer the questsans from ynur nwn n6servatians or prnject plans withvut the need tn hire
experts. I£you rea11J+ do not Zrnnw the answer, vr if a questian does nat appiy to your propnsal, vWrite °'do mat
know" or "dces not apply." Camplete answers ~co the questians naw may aVVid unnecessary dela}+s Iater.
Same guestivns ask atruut gavcrnmental regulations, such as zonmg, shareline, and landnark desigt3ations.
Answer #hese questians if you can. Tf you har+e protrlems, the governmental agencies can assist you.
The checklist questicros apply ta all or parts vf your prvposal, eVen ifyou plan ta dcs them rrver aperiod vf time or
on different paroels flf land. Attach any additianal infarmation that will dmaite youEr proposal or its
enwiranmental e£fects. Tha agency to Gvhich you submit this checklist may ask you to explain yaur answers ur
provide additianal information reasonabIe relateci to deltermining if there may be signiffcant ad►+erse impact.
Llse of checklist fvr nonproject groposals:
Cumplete this checkIist for nonproject proposals, e►+en though questians rnay be answered "does not apgly,"
1N A~DITYC11V, compFete khe SLIPPLEMEN'TAL 5HEET FdR NDN1'ROJECT AC'I'IC)NS
(Part L7).
For nonprnject prayosals, the refefeI1ces !Il the CheCklISt t01Che WDid$ "pLC1]ect," srappliCSiit" aISd "pPQpePfy UT Sltevr
ShDL11d I'Cr3d "dS seProposal,u npro]]oSeP," AI1d `~~ffectEd gP•f.1gI'ephiC al48,n respectiVely.
r
A. ,BAC1CGROUNU
1. IVama af propased project, iP applicaFile;
New 7 lot SuTxlivisiQn .
Page 1
SPi)KANE ENVIRaNMElYTAL [3RLlINA11TCE
(WAC 197-11-960) Section 11.10230(E)
2. Name of Applieant.
Mr. & Mrs. Robert Ciut,hrie
3. Address and phone numbee oY applicaet or contacf person:
George Watson
14925 East 24th Avenue Veradale, Washington 99437
549-891-9426
4. Date checklist grepared:
January 29th, 2[}01
5. Agency requesting chec'klis#:
Spnkane County I'lanning Depalrtment
6. Proposed timing or schedule (inclnding pbasing, if applieahre):
NIA
7, a. I)o yov bave any plans for £uture additinns, expansian, or further setivity related to or
cnnnecfed with tbis proposaf? Ttyes, egplain.
NIA
b. 4o you own or haVe options on land ncarby or adjaceAt ta this proposal? IPyes expTain.
Na
, • .
•
S. List any en►Fironmeatal rnformation you knaw abaut that has been prepared, or will tre prepared,
directly aelated to this proposal.
NIA
9. Do yoo knovv whether agplications are pending for government<al appravsLs of nther prflposaIs
directly afl'ecting the property cavered 6y your prvgc►sal7 If yes, eapiain.
Nfl
lb. List aQy government apprnaals or permits that will he needed for yvur proposal, if known.
None
Page 2
SPGKANE ENY[RQIVMENTAL dRRIHNA11iCE
(WAC 197-11-960) 5ection 11.10230(1)
11. Give hrief, etrmp'lete descriptian of your pmpossl, iQCluding the praposed uses and the size vi the
projeet and site. There are seveaal qvestsons tater in this cheeklist that ask yau to describe certain
aspetts ofyour proposaL You do nat need tn repeat tbvse answers on tbis page.
The proposed praject ronsist Qf 2.3 acres with an eacisting single srory residence and two eacis#ing 2 cae
garages. ne prvgcuel project is to subclivide the 23 acres into 7 Iat, in which the existing residenre and garage.s
wiIl remain an one of the 71nt. The existsng zoning is i7[Z3.5 which allows this property to be dividecl into 8 lofis.
Atl lot wili have sewer, water, elechric, telephone and cable.
12. Location uf the pro,posal. GiVe snfrieient iaformatinn to a gersnn to understand the preeise lo-cation
af your prrr.►►posed projeet, ineludiag a street addres.s, if aoy, and section, fownship and rrange, if
known. If a praprsal would occur over a range of area, pravide the range or boundaries of fhe
sjfe(s). Prvvide a iegal descripfion, site plan, ►icinity map, and topographie map, ii rcasonably
aVailable. While you should submit aay plans required by the agency, you are not required to
duplieate maps or detailed plans submitted vrith aay permit applieatian related to thzs checkfisL
7'he gropossed project is located at 14325 East 24th Avenue Veradale, Washington, between Adams Street
and Progress Street. See attacbed site plan.
~ ~
13. I][es the pro~d action lie r~ithin t'~e Aqnifer ~nsiti►~e ,E~rea (A s~l). The Geseral Sewer Service
Area? The 1'rinrity Sewer Service Area? The Giiy of Spokarne? (See: 5pokane C+nunty's ASA
[]verlay Znne Atlas t'or boandsries).
Geraeral5ewe9r 5ffvice
TD IiE COMPLETED BY AF'PLICANT
!
B. ENVURONM~'uNTAL ET.~MF-NTS
1. EA,RTH
a. +General description of fbe site (eircle one): Flat, rufling, hilZy, steep slapes, mvuntainauso,
other:
Flat
b. What is 8he steepest slope oo tbe site (appraaimate perceot s1ope)?
Varies
c. What general types of soils are faund on the site (for example, clay, saad grsvel, peat,
muek)? If you knaw the classiricaEion of agriculteral soils, speeify them and nute any
prim€ farmland.
sand and graWei
d. Are there svrface iadications ar history of unstable soils in the bnmediate yicinity? If sa,
descriFe.
No
Page 3
SPt]KAdVE ENV[RONMENTAL ORDT1VdNCE
(WAC T 97-11-960) Section 11.10230(1 )
e. Describe the purpose, type' apd a[3proximate qusntlltle5 ofsny filliuig or gPadillg prnposed.
Iodicate svurce of fill.
Neme
f Covld ernsion occur as a rresult of clearing, construeHon, or use7 If so, generally descriFic.
No
g, Abotit what perceut of the site will be eovers'ed with impervious surfaces after proyeet
constructinn (far example, aspl alt or huildings)?
Very limited amounx of area
h. Praposed measnres to reduee rrr contrvl erosion, ar other impacts ta the earth, if any:
N!A
i -
~
2. AIR
a. What type of emissioas fo the air would result from the pruQosal (i:e., dust, antomobile,
odors, industrial, woW smoke) during construction and when the prnject is comple#ed? I€
any, generally describe and give sppraaimate quantities if knowrn.
Uust during Ganst'uctian.
6. Arre there any off-site soerces of emissinns ar odor that may aflect your praposal? If so,
generally describe. -
No
c. PropoSed naeasures to reduee or eontrol emissivns or other imgaets tn air, if any:
None
3. WATER
a. 5urface:
(1) Is there any sut~faee waterbody oa ar in the immediste vicinity of the site inelading
year rouod streams, salf►vater, lakes, pond% wetTands)? If yes, deseribE lype and
proi+ide Qames. If apprupriate, state what stresm ar aiVer it flows intu.
Na
Page 4
SPUKANE ENVI.RQNMEiVTAL URDIlVANCE
('WAC 197-11-960) 5ection 11.10230(l)
(2) Will the prujeet require aoy work Qver, iQ, or adZacent to (within 200 feet) the
described wateas? If yes, please describe and attach avsila6le plans.
,
NIA ~
(3) Estimate the amoumt at tiU and dredge matecial tbat wovld be placed in Qr
remoded fa4m the surface water ar wetlands and iedicate the arrea ot the site that
wonld be af,f'ected. IndiCa#e the saurce Df fill material.
NIA
(4) Will the prapasal requiae surfaee water withdrawal's ar diversions? Giver g+eneral
descraption, purpose, and appraax-imate quantities if koown.
N]A
-
(5) Drses the proposal 1ie wathio a 100-year flood pTain? gf su, nate location on the site
plan.
No
(5) T_3kws the Proposal inMolve any discharges of waste materials to surface waterrs? If
sn, describe type of waste sod antieipated volume of discharge.
Na
b. Ground:
(1) Vti'i11 ground water be wathdrawn, or will water be dischaeged to grrauad water?
Give geaeral descriptian, purpose, and approgimate guaatifies if known.
(2) Descrahe waste materiaE that will be disehsrged in#o the groond fram septie 4tanks
or nther saoitary waste treatrmeet facility. Uescribe 1be general size of the system,
the number of houses to te served (if apglicable) or the aumber of persnns the
system(s) are expected ta senFe.
NIA
(3) Ilescribe any systems, other than those designed for the disposal of sanitary waste,
instaiied for the purpose of discharging fluids belaw tbe ground sueface (ineludes
systems sucti as thcse fvr the disgosal of storm water or drainage from floor
drains). Describe tbe qpe of system, the amvunt o# material ta be disposed of
thraugh the system and the types of materaals likely fa be dispased of (ineluding
materials which may eoter the system inadvertently tttraugh spills or as s result aP
fire fightiog activaties).
NlA
Page 5
SPOKANE ENVIFiUNYiENTAL f"lRI?INANCE
(WAC 197-11-960) Sectian 11. 10230(1)
(4) Will any chemieals (especially orgaoic salvent.s or petroleum fuels) be stored i~
above ground ar un[lertgrnund storsrge tanks? If so, what types and quannties of
inaterials vrill he storred?
Na
(5) What protective rneasures will be taken to insure that leaks or sgiEEs of any
chemicals stvred or used on site will not be allowed to perculate to grr►und water
41his incTudes measures tv keep shemicals oot of disposal systems described in 3b(2)
and 3b(3)?
i ,
' v
NIA
C. Watea Runofi (iacluding storm water): .
(1) Describe tbe sauree of runoff(including sform water) and rnetLod ofeallection and
disp[rsal if any (inelude quaniities, if icnawn). Where will khis vrater flaw? Will
tBis water flow inta atber waters? If sa deseribe.
N!A
(2) Wifl any chemicals be stared, handled or used on the site in a Zocation wbere a spill
rrr leak will drain to surfsce or graund water or to a starm water disposal system
discharging fQ surface or ground water?
Na
(3) Cauld waster mateRial enter ground or surface waters? Tf sa, generally deseribe.
No
+d. Proposed measures to reduce or control surface, grawnd, and runaff water impaetsy if any
(ig the propvsed action lies within the Auuifer Sensitive drea bC £5pCC1$fIy elear +un
eaplsnations relating to facilities coneernieg Sectians 3b(4), 3b(5), and 3c(2) of this
eheckist).
NIA
4. PLANTS
a. Check or circle type of vegetation foand on the site:
X~ deciduvus tree: aldea, mapie, aspen, crther.
X- evergreen tree: fir, r.,edar, giaae, ather.
shrubs.
Page 6
SPOKANE ENV7RC)I►nVTEN`I'AL @RI]IlNANCE
(WAC 197-11-960) Sacti4n 12.10230(l)
X grass. ~
pasture.
cxop or grain.
• wet svil plants, cattaii, battercup, bulrush, skunk cahbage, ather.
water plants: water lily, eelgrass; milfcril, other.
other types of vegetaticn.
b. What kind and amount af vegetation will he rema►+ed or altered?
None
c. ,List threatened or endangered species known to be an or nearr #be site.
None
d. Pra,pased landscaping, use off nafive plants, or othez measures ta preserve or enhaaee
vegetativn on the site, if any:
Grass
5. ANIIVIALS
a. Ci'rcle any hirds and animal's whieh have been observed on or near #he site or are &nown ta
be on or near tlae site:
birds: hawlc, heron, eagde, svngbirds, ocher.
mammals: deer, bear, eIk, lea►+er, viher:
fish: bass, salmon, trout, herring, shellfish, other:
h. List any threatened or endangered species known to be on or ncar the site.
No
C. Is the site part ot' a migratinn rotite? If so, eaplaiu.
No
d. Proposed measures tn presen+e or enhaoee wil'dlife, if sny:
NIA
Page 7
SPQKA1VE ENVIR4NMENTAL URDD'+iA1vCE
(WAC 197-11-950) Sectian 11.10230(i)
i
I
I
fi. ENETiG Y AND NATURAL RESUL1RCES
a. NVhat kinds of energy (eiee~trie, natural gas, wo+nd stave, salar) wiil he used to meet the
completed project's energy~ needs? I3escribe whether it will be used far heating,
manufacturing, etc. -
NIA
b. Wnuld yopr prvjeet affect the potential use of salar energy be adjacent pr+npiertyes? If so,
genera!!y describe.
No
c. What kinds of energ,}+ coaservstiun features are ineluded in ttie plans of ihis prnposa!? Gist
nther proposed measvres ta reduce or contrul enrrgy imPacks, if" any:
NIA
7. ENYIR0N1VTEAITAL HEALTH
a. Are tbere any en►rironmental heait'h hazards, including eaposure xo taxic chemicaK risk of
fire sad explnsion, spill, hazardvus waste, that could occnr as a resu3t of this proposal?
If so describe.
No
(1) Qescribe speeial emergeocy servi¢es that might be re4uired.
N!A
(2) Prrsp-osed measuresy to reduce or coetrol environoxental health hazards, if $ny;
NrA
b. raoise: `
{1} vVhat types of noise eaist ia the area which may affgcr your praject (for eaample:
iraffic, +equipment, aperation, other)?
None
(2) V4hat types and Tevels of nnise g+nuld be crested by vr assmiated with the projeet
an a short-te~ or a long-term basis (for exaenple: tra#~c, constructian,
operatian, ather)? Indicate rvbat haurs nnise wonld come from the site.
Canstruction: short te'rrn, Traffic: Long temna
Page 8
~
;
r '
5PUKANE ENVVIRONMENTAL ORDINANCE
(WAC ] 97- l 1-96D) Section 11. 1 0230(1)
(3) Pro,pased rrneasuee to redaee or contrvl impaets, rf aay:
Limited haear vFccrostruction:
8. LAND ANI! SH(IREL'INE 'Q1SE
a. What is the current use of #he si#e and adjaeernt prreperties?
Carcent use of land is vacant. Adjacent propertie.s are sing1e family residenoe.s.
h. Has the site been used fur agriculture? Ifso, deseribe.
N1A
c. Deseribe any structures on the site.
Single story residence and tiao 2 ear garages.
d. Wifl any structures be +demolished? lf sv, which?
NO
e. What is ttie curremmt a.oning elassification af the site?
[]R-3.5
t Wbat is the cnrrent eomprehensive plan designatian of the site?
[IR-3.S
9. If applicable, wttat is the current shoreline master program designation a# the site?
NfA
h. Has any part oi the site been tlassified as an "enviroumenfally sensi#ive" area? If so,
specify.
Np
i. ApproaimateZy how many people wonld reside ar work in the campleted project?
N1A
v
j. Apprarimately bow many peop1e wauld the campleted projeGt displace?
NIA
Page 9
SFUKANF, ENVIR[}NNUN"TAL DRLITNANCE
(WAC 197-11-960) Section 11.16230(P)
k. Proposed measures to aVOid or displacemeat impacts, if sny:
1V'1A
I. Proposed measures to ensure the proposal is eompatible wiih eaisting and project laqd
uses and plans, if any:
9. HC1[]SING
a. Approaimately haw inany units would he provided, if any? Indicate tivhetber high, middle,
or low=income hausing,
7 Homes IViiddle to Higt►
b. Approximately how many units, it any, would be eliminated? Indicate whether high,
widdte, ar Iaw-income housing.
None
c. Propased measures to reduce vr control hausing impacts, iL any.
N1A
10. AESTI-TETICS
i
a. Wbat is dhe tallest height ailaRy propused structure{s}, not including antennas; wNat is ttie
principal eateriur 6uildiug material(s) proposed?
NlA
b. "4VVhat views in the ~mmediate vieinity ►vould be altered nr obstructed?
None
c. Prraposed measures ta reduce or control aesthetic impaets, if any:
N1A
~
11. LIGHT ~ GLARE
a. What type flf light or glare will the proposal produee? What time +nf day would ifi mainly
occur?
N1A
Page 10
SP'OKANE ENVIRONMENTAL m'ROINAIVCE
(wAC 197- 11-940) secr.ion 1].10230( 1)
b. Could light or glare from the fioished prajest be asafety haa.ard or interfere witb views?
Np
c. What existing ofi site soureGS af light or glare may affect yuur prnpnsal?
NI.A
d. Propased measures ta recluce or cuntrol light and glare impaets, if any.
NlA
12. RECREATION
a. 'UVhat designated and informal recreational opportunities are in the immediate ►+ieinity7
NIA
b. Would the praposed project displaee any existing reereatianal uses? Tf so, describe.
N1A
C. Paopnsed measures to reduce or cautrcrl inegaCts on recreation, including recreatiun
opporhunities fo be provided by the projeet or applicand, if any:
NIA
13. HIS'I'4]RIG AND CTJLTLIRAL PRESER'VATI+UN
a. Are there any pZaces or ohjecks 1isted ou, or propnsed for natiooal, state, or lncsl
preservation reguisters kno`vn to be an or next fo t6e site? It` so, generaZly desrribe.
No
b. Generally describe any landmarkks or evidence nf historic arcbaenlagical, scientifie or
cultural importance known to be gn or nert #o th@ site.
-
~
T1o
c. Proposed measurres tu reduee ar contr~~ irupaets, ifany:
NIA 14. TRANSPaQRTATION
a. Tdenti#y publis streefs and highways serving the site, and describe pruposed access ta tbe
existing s6reet system. Sleow on site plans, if any.
5ee attached site plan far sfireet names and access t[a prcposed project.
Page 1 I
SP(7KANE ENVIRQNMENTAL QRDINA3+1CE
(wAc 197-1i-ss0) Sect» 11. 1o23o(i)
b. Is site currently served hy publie transit? if not, what is the approximate distanee to tbe
Qearest transit stop?
C. How many parkiog spaces wnuld #de comgleted prolect have? How many wauld the
project eliminate?
NIA
d. Will the praposal require any new roads or str+eets, ar improvements to existing raads ar
streets Qot inclnding driVeways? Uso, generall'y dessribe (indieate wbether public or
private).
I'ES
e. VrVill fhe project ruse (or oceurr in the immediate vicinity of) tivater, rail, or air
traaspwrtatioa? If sv, generally deseribe.
rreA
f Haw many vehicniar trigs per day wuuld Ie generated hy the completed prajectY If
_ known, fn+dicate wben peakiwauld ceeur.
NIt1 ,
g. Proposed measures to rtduce ar control transportation impaets, it any:
NIA
~
15. a. W auld the project resutt in an inrreased need far public serveces (t'vr egample: Fire
pro#ection, police protection, bealth care, schools, oiber)? If so, geaceally deseribe.
b. Proposed measures to reduee nr contro1 direct impaets an pubIic ser►tiees, if any:
NIA -
16. T]"I'ILfftES
a. Girzle utiiities eurrently Ikr+ailable at the site:
electrici#y, nahuaZ gas, water, refuse sepvice,
telephone, sanitary sewer, septic system, o#her.
Page 12
SPOICANE EIVVZFt4]NNLENTAI., ORRI)INAIYCE
(WAC 197-11-960) Sgction 1 i.102.3v(1)
'h. Deseribe the utilities that are propased for the project, the utility grvviding the service and
the general cvnstructiun aetivities nn the site or an the immediate ricinity wbich might be
needed.
The extension of existing sewer lateral to all proposed lats. New vvater laterals far prcrpQSeti lots
prvvided by Vera Water and Power. Underground and nVerhead electracity provided by Vera
Water and Power. New gas lines Pra►rided hy Avista.
~
C. SIGIYATURE •
~
T, the undersigned, sweae under the penalty af perjury that the above responses are inade trnthfuliy and to
the best of my knbwledge. Ia1so understand that, shau2d there be any vvillful m'rsrepeesentaNan ar wi11fu1
Iack Of full disclasure on my part, the aseocv may wfthdraw aoy determination of nvosignif eance that it
migijt issue in relianee upon this checklisL
Uate: i~ ~r/p/-
Propnnent: Mr. & Mrs. Robert Guthrie Address: 1524 S. Wall, Sgvkane Washington
,
{Please prinf or type}
Pboee: 509-891-9426
Person compieting torm: George Watsem Date: ]anuary29,20fl1
Phane:
Page 13
SP+C1IiANE EIYVIRUNIVIENTAI. QRUIIVANCE
(WAC i 97-1 I-960) 5ection l 1.1023U(l)
FQR STA,FFF EFSE OAiLY ,
Staff Member(s) Fiewiew Checklist:
Based Dll LhIS 5°taff PeFF1eW flf tI.1B BHV11'CIIITIIeIIt3l ChOC.kl15t and itF1Fr patffiEnt 111for1I1$t161]y the staff-
A. Concludes that there are nv probable significant adverse impacts and racammends a
determination vfnanaignificance.
S. Concludes that prnbable significant adr+erse environmental impac:ts da eacist for khe
ewaent grvgosal and secorrimehds a mitigateci determinati4m of nonsignificance wiith conditians.
C. Cancludes that there are prabable significant ad►+erse enr+irnr►mental impacts and
recommends a determination of significahce.
FTLINC'.r FiEE - $75.00
I
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5ite fnformation Praject Informatian ~
Site Address: 14925 E 24TH AVE Pt'oject Numher: 02007705 InN: 1 Issue Date:
VERADALE, WA 99037 Permit Use: PN-1885-01 FTTNAL PLAT 7-I.C]TS
Parcel Number: 45261.1527
Subd'avisian• VERA, Applicant: LA+iL]VTORI}S DEV, FiRYAN WALKER
Black: Lut: 721 N PINES RI]
7oning: UR-3 Urban Residentaai 3.5 SPUKANE WA 99206 Phvne: (509) 922-7400
Can#acf: LANDWQRLIS DEV, BRYAN ►ar'ALKER
()wner: GCFI~, Itfl$EF[T 721 N PD4FS RD
Address: 14425 E 24TH AVE SPOKANE WA 99206 Phone: (509) 922-7400
VERADALE, WA 99037
' Setbacks - P`ront: Left: Right: Rear:
$uflding Insgector: DAN F-Ii7WARQ
Watar Dist:
Group Name:
Praject Name:
PerITlI#S ~
]:(]ltfr Pl[!f Cvn"dur: LAceme 1!:
F-AiGINEER FINAL 3vIAI' & PLA $100.00 FINAi. 7 $921OU
' Tatal Pernstt Fee: $1,021 00
- Payment Seemm.a'ry--a- . ~
. ,
`I'atal Fees AmonntPaitl AnttountClwine Tran Date Recef t~# ftvment Amt
$1,021.0[] $1,021.00 $000 916102 6909 $1,021 00
_ i-
~h~"
~m - : • ~'~Y3i ~ _ ' .
..c~~ces&ed $y: Duck, Marti PAYIVENT
Pxirifed By: VJENDEL, GLOkIAA Fage r of 1
& ! NOTICE
!t is the responsi6ihty o( the appficantlpermittee, not 5pokane County, tv see to ii that the use descn6sd vn the fmrrt vf this permit eomplies with
appficable codss and requirements and that required inspectEOns are requested Faflure kv request reqwred inspectivns and abtain tFie necessary
appmvals pnor to prngressing beyond the pvlnt where inspechons are requued may nacessitate rem4val ❑f certain parts af the constructivn at the
appficant's,(permittee's or propsrty owner's expanse At $ mmirr►r~am, the follawing inspections ARE REqLIIRfa by Gounty Cade
11. FQOTING - when forms and rsinfQroement are in placa and pnor ta plaoement of conoreta-all structures, includirrg manufactured hvmes
NOTE: This inspection incfudss rQview of the structure's setbacks lrom proparty Ifnes Minimum setbaeks are sstablished by County zoning
regulabvns Typically, side and rear yard setbacks are measured from property lines, whfls sa4backs for yards abutting strsets are measured fram
the property line ar the cenkar hne of the roadway nght-Qf-way, whichsver provides the greater setback [rarn the center hne vf the raadway nght-of-
way Curh hnas and 4ence lines ara nvt nenassarily indicabve of property lines In some residenqal areas, the County can own as much as 20 feat of
nght-of-way between yaur properky and the actual imprvvsd 'streetfour6 7he responstbility ta comply with appticabla setbaok pravisions Ites s6lely
with the perrnittee--neithar Spvkane Caunty nvr its authonxed representatives assume any respffnsihifity for tha venfication or location of yvur
property linea Please venfy their lar,atian pnor ta locaqng ymur structure Fadure fv praparly locsta the structure may require its relocation at the
owner°s/permittee'a expense 2 FiDl11VDATIQM - whan fvrms and remforcament are in place and pnor ta placement of cvncrete
3 FRAMIPJfa' - after all framing, hracing and blocking is in plaoe, and pnvr to concealmg
4 INSULATION - pnar ta the installation of drywall
5 PLUMBINGu - after raugh-in, 6eFore covering, and final
B. MECFiANICAL - raugh-rn af piping, 6eFare oovenng, meta1 chlmneys befvre concealment, and final
7. FiNAL - when complete and prfor to occupancy ancllar uss Please pravide 24 hours natice Afl permits requfr$ tinal Inapectlon.
NOTE: in additEOn tQ inspection o# the structure, this inspectiQn includes revlew of site fmprovements {typically depicted on tha approusd aite plan}
required by ardinance Qr as a condibon af approVaf af this penmlt Items such as th$ installatlon raf flre hydrants, fire departrnent access, on-slte
drefnage ("208 avvales"), rvad Imprrsvements, parking, and landscaping are common requlrements of a psrmiVsite pEan which must 6e com-
pleted prior to finaf approval af a hudding or issuance aF a Certihcate oF CJccupancy
8 MIOINUFACTURED HOMES - Final inspsctiQn required when complate, stairs, handrads, skirting, etc rostalled, and prior to occupancy; cvmpleted
inspeaUon racrsrd r.ard must he avaflahle on site
9 SEWERS - prior to caver
10 FiIGHT•OF•WAYIAPPR[}QCH -prior to placement of oonorete, ar, rf gravel approach, after complebon
In addition to the above, any plumbing or mechanlcal systems or mateOal which would be cancealsd by framing, drywall, ooncrete, etc , muat he inspectsd
pnor ta caver Check with the departrnen[ for "specisl inapectiQns" in canjunGfian wlth cammaecial prajacts
i
FQR INSPECTIONS:
TO INSUFiE PRDMPT SERVICE, PLEASE GIVf QNE WQRKING 0AY124 HDUR ND71CE .
PRR7S C7F YOIJR pR17JECT IMAY REt]UIRE PERMITS AND INSPEGTIONS
FROM [VIORE 7HAN ONE AGENCY. • Buiidtng, plum6ing, mechanical and fira inspections, Divisian ' Raad cuts for uGlitfes or dnveways, Qivision of Engineanng &
af Budding snd Code En€orcement Raads - 48-HOLIR IVL]TICE REOUfREQ
477-3875 , 477-3600
vr State [3epartment o# Transportation
■ Construction in a flood plain, Rrvision af Engineering &koads 456-3000
477-3ECIQ
~ ■ 5ewer cannaotfon, D3vision vf Utdities
• Elsctrlcal witing, 5tate Qepartmsnt of Labar and Industries 477-3604
324-2840 ' ar City Puhhc Nlarks pepartmenf
° 8P5-63f10
• On-aite waste dispoaal system, Spokane Regronal Health District
324-1560
PERMIT E]CPIRATI+DN ►41VQ REFIJN'OS
Unfess atherwise noted, fiiis permit vnll bs considered nutl and vvid hy Eimitat:Qn i1 ths work authonaed hy the permlt is nvk comrnanoed or is stvpped far
a penod of 180 daps, unless a written requsst for an extension of the permit as received a n d approved by th s Sudding DffEcial prtar ta expiratson. At a
minimum an inspechon should he requestad at leaat ance svery 180 days to assure fhe validity af the permit. A permit may Ge ranewed uvythin one ysar
at the date af expiratian far one-half the onginal fee, su6jact to c'artain hmitaUans-pleass call us if you have any quesbons
All refund requests mcast he made in wriiing by ths applicantlpermittea (shown on the reVerse) ng fater than 180 daya aTter the dats vf Tee payment.
Refunds af nat more [han Sa°/o o€ the peemit fee paid may be authanzed when no work has been done undsr tha parmit No refunds rnay bs autharized
more than 180 days after fee paymant. I
MISTAKE?
If you fhink we've made an errar in prvicessing this permit or in Gonduoting mapscti4ns pertainrng to it, or fEnd srrorseous mFormativie in ths psrmit, plsase
bring It to ❑ur attention immediately by fding a wntten requss¢ tor'correc[ian within 10working days of discoVery All suoh requests should he diracted ta
the Divisivn vf Building and CQde EnForcementat the 6elow address _
Spakane County Diwision af Building & Code Enforcement
1026 'LPest Braadway Avertue
apokatr.e, WA 99260
Phone: (509) 477-3675 Fa.x: (509) 477-4703 TDD. (509) 477-7133
,Spokane Caunty
I'ublic Warks Department
Division of Building & Code Enfarcement
Receipt
Receipt Number: 69D9 Customer Number
Proiects
Full
Proiect Nhr Inv Nhr _F"e`e Arri# .d~uA''iiil fJiving PAID Pmt
02007706 1 11.,421:00 '$1,1021 -.04=- $1,021 (]0 ~
Total: 00 , "-'$1-,021:f14]'- $1,021 00
Miseelianaous Items
TRtlrl ~''AI,U. $1,021.00
Tender
1►ElVL►EREI)
~tT!i 4• ^P~ i I d . LFI~I' ~ " S "„l.7'/ ~~~~~.V
p a ~ I 4x ~.x~q1 i I 1 I I' 't Y~~n %
i.~'° i P4t~`~_~ ~~!~li ~~~Ihl li i ~I~~' P', 1.~a'rrf~~;i lyi ~ i~il i;l; dI P. F` d~ 1'' i; I V'. , 4,
"h;in~~° 'a921.00 .
i~'~It •'_,Trr~;;,1;;;;~ia;~;
- CF?ayer ~ ~~LAND,WQRKS'.jc;~T,fl,'F*~~';i;
C1E11~L+O i1~IlEtiT,;~III~Es:_--
~~~~.~.~a.~------
IIIiTli~1l[".,.-IT 7.~I
100A0
Total TENDLRE13: 1,029.00
Over I (Short) $0.00
Charrge $0.04
Notes:
T7un Dute I TFme; 916l02 3:23:07 PM
By: +GWendel
Logon User: gWendel
StQtion: U1NENDEL
- averrtdE By.
PTinted: 916102 3: B3:I18 PM Page Z ajT
""SPO&NE CaY]NT'Y VISI4N OF BU~ING ANt' - )13~ EN-FOR _ 1
1026 WM BR[ADWAY AVMOE . S'PaKANE, WA 997"50
N (549) 477-3675 J
. . .
r 5IrM INFaRMn•noN PRVJff=iKrn0RX&rM14 ~
Site Address: 14925 L24TH AVE. PlvjectNmm6er: U100] 1I5 IRv: 1 Issue Date:
VEItADAx,E, WA 99037 rniitUs~: 1$S~5-(11
Parcell►iumber: 45261 1527
5qbdivision: VERA Applirant: T3TECHI', HDWARD
Mock: Le t: 14925 E24TH AVE
Zoning. UR-3 ilr6anF.esideu#ia13.5 VERADA,LE, WA 99037 Phnne: (509) 424-5150
ContacE: GFARGEWA`I'SQN
Ovmer: UIECH'i', I3OWARD
Address: 14925 E24THAVE Phone. (509) 891•9426
yEERAT]ALE,WA 99037
Cetbac,iu - Frbnt: L-eft: Right: Reas:
Inspeetar: I]AN HOWARD
VGTikter Mt:
Group Name: PF,1895-01
Proiect 1►Tme:
~ PERNOXS) - ~
LnTte PIQt ~orAnctor. Ltcanae #t;
ENt3MERS PREI.IM REVMW u260.06 PREI.TMINARY 7 $1,731.06
IsTMRON11ONTAL CBBCICLN S73.00 []TILi'MB (7NSlI3E PS3Aj S100.40
Totnl Fernttf 3fce: $2,1 Q6.Od
~ FAYMEN'I' SUMMARY ppge 1 af 1 Nf)'fES
PAYIvIENT Proeessed By: Wf2TGHT, RAE
Prinred $y: WENDEi., GLdRIA
Tsan Dade Rec.eilDU Pa~ment Amt
2/29101 1116 $2.106.00
Tntall+ee.s AmonntPaid Ama►mi0wing
$2,106.00 $2,106.00 $0.00
A
Spokane Count,y
x,
Puhlic Warks l)epartment
Divisan of .Building & Code Enforcement
Receipt
!1eceipt Nutnhev`. 19 fi Customer 1VtunL+er -
Proieets
Fult
&oject Nbr Triu 1Y6r PegAmt Irey Amt 4wirtg PA fD Pmt
01001115 1 $2,106.00 $2,106.00 $2,106,00 $2,106.00
Y
T01rrl.• $2.105.00 $2,1 t]6.00 T$2, i (16, i}0 $2,1 [36, 00 ~
discellaneaus Items
Total PA.IIJ: $2,1 C?6.0(3
Tender
T,~pe Check ticct Bttlanee CCIVbr &u Date TEIVDERED
Checkl 4244 2,106.00
T'otal TENIJEREI1: 2,106.00
fJ'ver 1(Short) $0.04
Ch4iIge $0.00
~VQteS:
Trari Daiel Time: 2l28109 9.25,34 AM Sy; GWendel
Logoii User: guvendel
Srrarlora, GWENDEL
Qveralde By:
i
Lnted.- ~8/41 9r25:31 ~iM , Prr$e ~ oj d
Page 1 of 1
Henry ~Ilen
From: Wayne McGavran
Sent: Tuesday, May 02, 2006 7:45 AM
To: Alysa Wiyrick
Cc: John Hohman; Henry Allen
Subject: RE: " P 1919
Alysa,
Our recomrrendation was to request "Record Drawings" from Landworks Development for this project and once received release
surety with no warranty bond required. This is on the list given to John.
Wayne
From: Aly Wiyrick
Sent: Moniiiay, May 01, 2006 8:59 AM
To: Wayne McGavran
Cc: John H hman
Subject: Prairie Orchard
Wayne,
What was your recommendation on this project? .
Alysa W' rick
Assistant evelopment Engineer
City of Spo ane Valley
11707 E. rague Ave Ste. 106
Spokane Iley, WA 99206
(509) 688-1 1228
(509) 921-, 008 Fax
awiyrick@, pokanevallev.org
(Contents 04this emarl and any reply are subject to public cliscloswe. )
From: Bru e Howard [mailto:bhoward@tb.com]
Sent: Mon ay, May 01, 2006 8:29 AM
To: Alysa iyrick
Subject: rairie Orchard
Good morr ing Alysa,
I wanted t follow up on an old construction project. This project was started in the County when the City was incorporated. I have
discussed with the contract guys over at DEA, but they have not gotten back to me. I talked to them over a month ago to see
what need d to be done for final acceptance.
Can you pl ase check up on this and see what the status is? We are cuRently renewing the bond year after year. It was only a 5
lot short pl t.
I would ap reciate any help you could give me on this.
Thanks,
Bruce A. Howard
1/23/2008
P ,
. , Page 1 vf Y
~ -
Mantzy Glaria
Frorn: Mantz, Gevria
Sent: Tuesday, July 01, 2003 1 03 RM
70: 'Sandra Raskell'
5ubject: P1885 Prairie ❑rchard Revisiorrs to Mylar
Sandra,
CLC added the nates ta the plans regarding the driweway issues and pavement patching around the drywell.
Spokane County recommends acceptance of the plan revisions. 1 vuill mail the mylars this afternoan If the plans
are acceptable, pfease haae CCL Associates fonR+ard a capy of the stamped myfars for our file.
Tharrk5
Gloria
7I1l2643
!
C~EIVI
J U iu 3 0 2Uu
June 27, 2003 ~0KANE '"'JNTY ENGIt\ CLC A55OCIATES
CLC #5020160
Spokane County Public 1Norks -
Engineering Development Services
1026 W. Broadway Avenue .
Spokane, Washington 99260-0170
Attn: Gloria•Mantz, P.E.
RE: Prairie Orchard - Street and Storm Drainage Revision
Dear Gloria:
In
Enclosed please find the r`evised street and storm drainage~lnylars (Sheets 1-3) for the
above referenced project. The following changes had been made by hand, and noted in
the revision block:
1. Note 17 has been added to Sheet 1, indicating tha the pavement patch for the
proposed drywell needs to be Class A ACP to a depth matching the existing
asphalt plus one inch. 2. Note 8 has been added to Sheet 3, indicating the same requirement as Note 17
on Sheet 1. A note has been added to the driveway detail on Sheet 3 regarding
the responsibility for damage and/or maintenance not being that of the City of the
Spokane Valley.
Also enclosed is a revised lot plan, showing the proposed curb inlets.
If you have any questions, please give me a call. Thank you.
Sincerel ,
CLC A SOCI INC. ~
~
odd R. Whipple, P.E.
Principal cc: file
707 WEST 7TH AVENLJE • SUITE 200 • SPOKANE • WA 99204 • P 509 458 6840 • F 509 45H 6844
DENVER • 5POKANE • SALT LAKE CITY
Mantz, Claria
From: 5andra Raskell [SRaskel!@spnkanevalley org]
Sent: Thursday, June 26, 2[]03 2 23 RM
Tn: Mantz, Glaria
5ubject: RE. P1885 Prairie Drchard Changes to Aceepied Plans
Gloria,
I guess at this point there really isn't much we can dv. Unfortunately,
we will end up with a lat ❑f cvmplaints aver the next few years about
damage tn area around the drzveway (we have gotten a lot ❑f these
lately). Is the culvert under the driVeway somewhat reinforced with
roGk to protect from erosion?
I checked with aur Pw superintendent, and we require any pavement
patches to be replaced with class A asphalt ta match existing asphalt
depth plus ane znch.
Let me know if yau have any questions.
Thanks,
Sanr3ra '
Original Message-----
Frcrrn: Mantz, Gloria [mailto:GMantz@spokanecounty vrg]
5ent: Thursday, June 26, 2003 10:40 AM
To: Sandra Raskell '
Subject- RE• P1885 Prairie f]rchard Changes tv Accegted P].ans
5andray,
We can ask them to put the wording in the plans. However, the project
already
final platted, so I cannot maka them put it in the tace of the plat.
This is a
project that already had raad and plan acceptance ancl came a.fter the
fact with
revisions to the plans.
Qur opiniQn is that having this language in the plans wi11 not
accomplish the
Ziability relief the City of the Va11ey is loaking for Alsca, the
hvmevwners
will nat see the plans and this ar3dad language will nat force tYeem to
maantain
the driveway clean and dEhri free.
Tf yvu want, we can require them nvt use the driveway far canveyance.
f-Towever,
I am little bit skegtieal because in a way or another driveways are used
for
conueyance thrvughaut Spokane County and the City af Spvkane Valley.
Also, due
to the adjacent road grade, I anticipate that runoff a.s unlikely to pond
on the
dra.veway.
-
This is a new drywell and the patching begins 11 feet from the road
eenter line
to the edge of the raad. The road half width is 18.5 feet.
Let me ]cnowr wktat yaur thoughts are.
Thanks
1
Gloria
-----Original Message-----
From: Sandra Raskell [mailto:SRaskellQspokanevalley.orgJ
Sent: Thursday, June 26, 2003 9:24 AM
To: Mantz, Gloria
Subject: RE: P1885 Prairie Orchard Changes to Accepted Plans
For the wording on the driveways, we would like to see them on the plans
and the final plat map. We would like to have it written that the City
of Spokane Valley is not responsible for any damage done to private
driveways. It should also be noted that the property owner shall
maintain the driveway to keep it free and clear of debris.
Is the drywell in the wheel path? Was it an existing drywell.
Unfortunately I don't have a set of plans here, so I am not sure what
drywell you are describing.
Thanks,
Sandra
-----Original Message-----
From: Mantz, Gloria [mailto:GMantz@spokanecounty.org] Sent: Thursday, June 26, 2003 9:03 AM
To: Sandra Raskell
Subject: RE: P1885 Prairie Orchard Changes to Accepted Plans
Sandra,
we received revised plans for this project. They added inlets upstream
of the
driveway. Runoff is designed to flow over the driveway, a culvert under
the
driveway will lead to a deeper pond. Also, flow over driveways is
actually
common in this area. In this case, the road grade adjacent to the
driveway is
about 2% that I don't anticipate water ponding on the driveway. Unless,
of
course, the driveway does not get built right.
How or where would you like to see the disclaimer that the City of the
Spokane
Valley is not responsible for driveway issues? I think the bond for this
project can be used to fix any problem arising within the two year
warranty '
period.
Also, they have moved one of the proposed drywells on the street again,
which
requires patching of the pavement. Do you have any concerns regarding
settlement of the pavement in the vicinity of the drywells?
Again, it is our opinion that this is not the most desirable design, but
it
does appear to work. If you don't have any additional concerns regarding
this,
I will forward the revised mylars for this project. .
Thanks for your help.
Gloria
•e
-----Original Message-----
2
From: Sandra Raske11 [mailko:.'_„-kell@spokanevalley.org]
5ent: Wednesday, June 18, 2003 9:51 Af+l
To. mantz, Gloria
Subject: RE: F1885 Prairie 4rchard
My biggesti concern is the flvw aver the driveway. I know that we wxll
receive complaints about roadway flow "ppnding" in the driveway, ar even
just flowing across the driveway. Do yau see any other alternative ta
this, another inlet, drsveway culverts? Tf you feel thas is the only
alternative, and it works, we wiZl rely on your review. T would like to
see same sort af disclaimer that we (City af Spokane Valley) is not
responsible for any issues that arise with the driueway drainage Let
me know what you think.
Thanks,
Sandra
nriginal Message
Frvm: mantz, Gloria [mailto:GMantz@spokanecounty.arg]
Sent: Tuesday, June 17, 2003 9:09 AM
To: Sandra Raakell
Subject: RE: P1885 Prairie Qrchard
Sandra,
Spokane County accepted road and drainage plans for Prazzze Orchard on
1flI2DOZ .
They are prvpvsing the following revisians to the plans:
1] Reduce the saw cut width. This results in less PGrS area that needs
to be
treated. `Chezefvre, it will elimirrate one of the swales.
2) In the previous plans, they had two swales located on adjacent lots
located
vn a continuous grade. The upstream swale is eliminated with the
proposed
desa.gn
3}Because the inlets 1vcated in the downstream swale da not have the
capacity
to intercspt the peak flow, they are proposing t❑ use tYce inlets
initially
proposed for the upstrearn swale, and the driveway ❑f the downstream lot
tv
intercept the peak f1ow. The grassy strip between the sa-dewalk and curb
wilZ be
used ta convey the flow from the upstream to the downstream lvt.
Althvugh, this is nat the most desa.rable drainage design, it appears to
work.
We wanted to make 5ure that the City pf the Z7alley is comfortable with
the
propvsed system. If yau need additional information, please do not
hesitate to
contact me.
Thanks
Glaria Manta, P.E.
Plan Review Engineer
Spokane County
I7ivision of Engineering and Rvads
(509) 477-3600
3
Mantr, Gloria
From: Mantz, Gloria
Sent: Thursday, June 26, 2003 3:55 PM
To: Susan Murphy (E-mail)
Subject: P1885 Prairie Orchard Mylars Revisions
Susan,
Because the new proposal requires patching around the drywell, the City of Spokane Valley requires any pavement
patches to be replaced with Class A asphalt to match existing asphalt depth plus one inch
Also, because of the additional inlets, the lot plans need to be revised.
The City of Spokane Valley wants the street plans to say that the City of Spokane Valley is not responsible for any damage
done to private driveways due to drainage. The plans also need to note that the property owner shall maintain the
driveway and keep it free and clear of debris.
I will put the mylars upfront if you would like to pick them up or make the changes here.
Thanks for your help.
Gloria Mantz, P.E.
Plan Review Engineer
Spokane County
Division of Engineering and Roads
(509) 477-3600
1 .
707 W. 7TH AVE. T R A N S M I TTA L
surrE zao
SPOKANE DENVER
WASHINGTON 99204
P 509 458 6840 S PO KAN E
F 509 458 6B44 SALT LAKE CITY
CLC A55~CIATE5
~ 1L1,r~ C~m~ ~ VT ~ DATE:
TD: . .
PROJECT
NAME:
PROJECT
ATTN: NUMBER: S~C~I~OI~
`
WE ARE SENDING:
~ ENCLOSED , UNDER SEPARATE DOCUMENTS ~ COMPUTER DISCS
~ PRINTS REPRODUCIBLES ~ REPORTS OTHER
COPIES ' DESCRIPTION
FOR YOUR USE FOR YOUR REVIEW FOR YOUR APPROVAL SENTPERYOUR REQUEST
EXPRESP MESSENGER PICKUP U.S. MAIL
REMARKS:
C O PY TO: ~ BY:
S P O K A N E C O iJ N T Y
DNISION OF ENGIIVEERING AND ROADS A DIVISION OF THE PUBLIC WORKS DEPARTMENT
June 18, 2003
Todd Whipple, P.E.
CLC Associates, Inc.
707 W. 7`h Ave, Suite 200
Spokane, WA 99204
Subject: P1885 Prairie Orchard
Revisions to Road and Drainage Plans- 2nd Submittal
Todd:
On behalf of the City of Spokane Valley, Spokane County Development Services has
reviewed the June 5, 2003 submittal on the above noted project. The following items
need to be addressed or resolved prior to acceptance of the changes to the plans:
1. The curb inlet calculations indicate that a driveway will be used to convey public
street runoff to the swale. The City of Spokane Valley does not want any liability
with respect to driveway drainage problems. Therefore, please provide additional
inlets and calculations so runoff conveyance relies on the use of curb inlets only.
2. Verify that there is enough room in the ROW for the installation of the new
proposed drywell.
If you should have any further questions, please feel free to contact us at any time.
Sincerely,
John V. Hohman, P.E.
Development Services Engineer/Manager
~on
Gloria M. Mantz, P.E.
Plan Review Engineer
cc: Bryan Walker, Tomlinson Black Valley - project applicant
Dick Thiel City of Spokane Valley
1026 W. Broadway Ave. • Spokane, WA 99260-0170 •(509) 477-3600 FAX• (509) 477-7655 (2nd Floor) 477-7476 (3rd Floor) • TDD: (509) 477-7133
Mantz, Gloria
From: Mantz, GIQna
Sent: Wednesday, J'une 18, 2003 1.58 F'IVY
Ta: 'sm urphy@clcassoc.com'
Subject: RE: Prairie Orchard
~
P1885 Prairie
Qrchard - 2nd Re...
Susan,
Ycau are right, the lQ' grassy strip is only required far swales. Pleasc see the attached
review letter.
___--original Message-----
From: Susan Niuxphy (mailtv:smurphy@clcassac.com1
Sent: Mvnday, June 16, 2403 1:52 PM
Tv: GMantzQspokanecvunty.org
5ubject- Prairie Orchard
Gloria:
I have a quest.ion for yvu. The Standard Plan A-1 nrates that the planting
strip needs to he 10' if used for a bio-fi].tration swale. Since we are using
the planting strip strictly fvr conveyance, is lA^ really arequirement? Is
there somewhere e].se in the G5M vr County Road Stds that this is required?
The flvw depth, based on the 50 year design, is 0.22 ft. The depth of the
ditch is 0 5p'. It would really expedite getting this approved and built if
the canveyance ditch could be in a 7' strip. Let me know what yvu thinlc....
Thanks,
Susan
1
J
€ a ,
4
P
A I '
S P~ K N 1V E Cy (D ii N"T Y
, e
L7NISI[?N OF ENGIiVEERIlVG ANC1 FZQAOS A L71VIS1C7AT OF THE FiJBLIC WC3RKS L1EPA.RT3wSF.1ti!'i'
June 18, 2003
Todd Whipple, P.E.
CLC Associates, Tnc.
707 W. 7th Ave, Suite 200
Spoka,ne, WA 99204
Suhject: P1885 Prairi e C]rchard
Revisions to Raad and Drainage Plans- 2nd Subanattal
Tadd:
C)n behalf ❑f thc City of Spokane Valley, Spokane County Developrnent Seruices has
reviewed the 3une 5, 2403 submittal on ttne abave nated project. The fa1lowing iterns
need ifl be addressed ❑r resolved prior to acceptance of the changes tQ the plans:
1. The curb inlet ca1cu]ations indicate that a driveway will be used fio convey public
street runQff to the svaale. The City af Spokane Valley daes nflt want any liability
with respect tv driveway drainage pcablems Therefore, please provide additional
inlets and calculations s❑ runvff canveyance relies on the use v€'curb inlets only
2. Verify that there is enough rv4rn in the RC311V for the installatian of the new
proposed dryweli.
If you should have any further questions, please feel Eree to contact us at any time.
Sincerely,
John V. Hohrnan, P.E.
DeveTopment Services EngineerlManager
Glaria M. Mantz, P.E.
Plan Review Engineer
cc. Bryan Walker, Tomlinson Black Valley- prvject applicant
T7ick Thiel, Cigy af Spokane Valley
Froject file
1026 W Brvadway Ave. + 5pakane. WA 99260-0170 ■(509) 477•3600 FAX (509) 477-7555 (2nd f-1vQr) 477-747$ (3rd F1oor) • TL7C1 (509) 477-7133
r
Mantz, C3loria
From: Mantz, Gloria
Sent: Wednesday, June 18, 2003 1:05 PM
To: 'Sandra RaSkell'
Suhject: RE P1885 Prairie (7rchard
They can provide ❑ther inlets. we'11 addresa your cvncerns and ask far additfonal inlets.
`I'hanks
Cr7oraa Mantz, P.E.
Plan Review Engineer
5pokane County
I7ivision vf Engineering and Rvads
(509) 477-3600
Original Message-----
Fram: Sandra RaskelJ. [snailto:SRaskellCa?apokanevalley.org3
Sent: Wednesday, .Tune 18, 2003 3:51 AP7
To: Mantz, Gloria
Subject: RE: F1885 Frairze Orchard
My biggest cancern is the flow aver the driveway. T know that we will
receive cesmplaints abvut roadway flow °ponding" in the driveway, vr even
just flQwing acrass the driveway. Do yvu see any ather aZternative to
this, anather inlet, driveway culverts? Tf you feel this is the only
alternative, and it warks, we will rely on your review. I would like tv
see some sort of disclaimer that we (City of Spvkane Va7.1ey) as nat
respansible far any issues that arise with the driveway drainage Let
me know what yvu tlaiaak.
Thanks,
Sandra
-----Driginal Message-----
Fram: Mantz, Glaria [maalta•GNlantzaspokanecounty.nrg]
Sent: Tuesday, June 17, 2003 9:09 AM
Ta: Sandra Raskell
5ubject. RE. P1885 Prazrie Clrehard
Sandra,
Spakane County accepted rvad and drainage plans for Prairie Orchard on
14/21302 .
'['hey are proposing the following xeua.sa.vns ta the plans :
1) Reduce the saw cut caidth This resulta in less FGTS area that needs
to be
treated. Therefvre, a.t will eliminate one of the swales.
2] In the previous plans, they had two swales located on adjacent lots
lvcated
❑n a cantinuous grade. The upstream swale is eliminated with the
proposed
design.
3)Because the inlets located in tne dvwnstream swale dp not have the
capacity
tv intercept the peak flaw, they are praposing to use the inlets
initially
prvpvsed for the upstream swa2.e, and the driveway of the dvwnstream lot
to
1
intercept the peak f1ow. The strip between the szdewalk -..4 curb
will be
used to canvey the tlow from the ugstream to the dowrsstream lot
Rlthough, this zs nat the mvst desirable drainage design, it appears to
work.
we wanted to make sure that the City vf the Valley is camfortable with
the
propased system. Tf you need additional infarmation, please da not
hesatate ta
contact me.
Thanks
Gloria Mantz, P.E.
Plan Review Engineer
5pokane County
❑zvzszan of Engineerang and Roads
(509) 477-3600
2
--PF7~''VED'.
JU& f• b
SP[7KAha r s ",~auINEER
CLC A550CIATES
Jltl'le 2, 2003
CLC# 542a160
Spakane Cvunty Public Warks
Engineering Development Servaces
9 026 W. Braadway Avenue
Spokane, WA 99260-0170
Attn: Gioria Mantz, P. E.
RE: Prairie Orchard-5treet anci Storm Drainage Revisivn
2"d Subtniftal
aear Glvria:
►4ftached with this Ietter Ihave enclvsed the documents you have request+ed in
yvur letter dated May 23, 2003. The foElowing summarizes yvur rvmmenfs with
the c'hanges we have made to address your comments.
1. The existing drywekl will remain in pkace, but is not considered in the
revised design and calculations. A secnnd drywell is being proposed. (See
shee# 2)
2. ReVised iot plans far Lots fi and 7are inciuded with this submittal. The
plat#ed drainage easement vn Lot 6 will remain in plar,e. The pand has
beerr deleted.
3. Curb Inlet CaIculations have been provided with this submittal.
4. RevESed Pand A detaEls haVe been included with this submittal. (See sheet
3)
This submcttal shvufd address all Qutstanding comment. If you haae any
questivn ar comments regarding this submittal please con#act me at 458-6840.
5incerely,
CLG $S+DCIATES, fNC.
f
. 1
Todd R. lNhipple, P.E
Princi,pal
cc: f le
707 WE9T 7T1-1 AVENLJE • 5LB6TE 2150 •SPO'iCAME • WA 99204 • P 509 458 6840 • F 504 458 fi844
DEN\1ER • 5'POOCANE • SALT LAKE CITY
~ 05/2~7I03 18: 1❑ FA% 509 924 0728 TOMLTIEISON BLACTi VALLEY _ 1?j 002
~
p Q I~ A N E . C ~C] X-Y 1v '3" Y
DSVL9IDN OF ENGNVEAWG nNn 12OeAD5 A UPYLS[ON OF THE PUBLIC W47&KS }]£PARThiBN"d'
May 23y 2[?03
Todd Whipple, P.E.
CLC Assaciabes, Tnc,
707 W. Ave, Suite 200
. Spvkane,WA 99204
Sub, ect: P 18 85 Prairie Chrclard
Rffvisfans to Raari and Drainage 1'1ans- lst 5ubma.ttal
Tndd;
On behal.f a£ the City of Spaluane Valley, Spokane Gounty I7avaZagment 5ervices has rcviewed
the May 12, 2003 submitEal oa the above nnted prvject 'xhe follo°wing items need to he addressed
ar resoIved prinr to a,cceptar,ce ef the changes to the plans:
1. The use af #he exishng drywelP is not aocela#able due in tha following:
+ The canditi6n and age of the drywell is unkriown_ A fu11-scale drywePi test has no#
been perforrned to venfy #he iaifiitrative capacaty of ihe existing crywell.
• It zs importaut to specify the compactian requiremeats to avoid unwantad sefitlement
and u.nevets dxivable sur#'aces in the vicinity of she drywell. The ptans do nvt address
conxpaction specificatians fvr the pavement p$tcb.
2. Prvvide revised l4t glans.
3. Frovide revised curb inlst calculataons.
4_ Provide a revised deiai1 for Pond A.
If you shauld have any furCher questions, please feel frce to cvzxtact us at azay tiime.
5iaccrely,
~ Johri V. Hohman, P.E.
- - -
Develapment Services EngirseerlMauager
.
AMOK 1
Glaria M. Manr.z, P.E.
PIan Review Engsneer _
cc: Sryan W alker, TomIinsari Hlack Vailey - prvject applicaxat
I7ick T'hiel, City af Spokane Valley
Praject file
1026 W. Sroadway Ave. ■ 5go'kane, 1+1tA 99260-0170 , (509] 477•3600 FA3C: {SQ9} 477-7655 (3nd Flonr) 977-7478 (3rd Flaar) •'iT]L]: {5fl9] 477-7133
05/27l03 TL1E 16:14 [T%/FtIC ND 51911
r=
Prairie Z]rchard S020160
'
Spokane Gounty, Washington 06102f03
SD-Year Design Storm E»gineer: TRW
CUR:Q INLET CALCULATTONS
on Continuous Grade
Curb Tnlefi Basin Basin + Gutter Raughness Depth IJischarge Tnlct By-Pass
pond Street and Peak Flaw By-Pass Slope Gross slope Coeff: z of FIow per Length Length Flow
Station (cfs) Q S lf2 n n d* Qa1La** La Q- Qa
24TH AVE .
A Sta 17+98.11 1.14 1 14 00566 0.0210 0,0160 2976 0.11 0.077 6 0.68
24TH AVE .
A Sta 18+09.21 0.68 0.0466 0.{]222 4 41 60 2815 0.10 0A67 6 0.28
24TH AVE-DRNF,
A Sta 19+50.66 1.31 1.59 0.0182 0.0200 0.016(} 3125 0.15 0.106 12 0.32
24TH AVE
A Sta 19+77.80 0.32 0.0188 0.0200 0.0160 3125 O$ 0058 5 0 03
NOTE: TYPES I& 2 CURB INLETS
Curb Inlet Depressian = 2 m.
*CaPculated ger Figevre 18 af the Spakane C6unty Guidelines ,
far Stormwater Management Calculated per Figure 16 of the Spakane County Guidelines
for Stormwater Management
CurbDropC
PEAK FLC3W CALCULAT~ON PRD,IECT: Prairie Orchard
50Year Design Stvrm
B►4SIN:~2 'anci S,A
TQf. Area -22,51f] SF 0.52 Acres
Imp. Area 1(];512 SF
C = 0.50 Lawns [i. 15
Imp. 0.90
G►45E 1 •
1 Sa n. Ovedand Flow
Ct =
L = 18(l ft.
n = '0_4❑U
S = 0.0360
Tc = 5.29 min., hy Equation 3-2 of Guidefines
50 ft. Gutter flaw
Z1 = 50:0 Fvr Z2
Z2 = 1.(] Type B = 1.0
n = 0.016 Rvfled = 3.5
S = O:n4f]C}
d= {]::1 ~'4,[] ft_ Flow Width 6.2 ft.
A R Q Tc Tc to#al I Qc
0.39 O.06 1.14 0.29 5.58 4.42 1.14
Qpeak far Case 1= 1.14 cfs
CASE 2
Case 2 assGrnes a Time af Concentration less than 5 mirtu#es sa that the
peak flow =.90(4.58)(lmp. Area) = 0.99 cfs
5a, the Peak flow fvr the Basin is the greater of the trra fEvws,
1.14 cfs
PE►4K FLO1N CALCIJLATIQN PROJECT: -Mrai.~~, -0'r0ded -
50-Year Design 5tvrm
BASEN: '3 AND:SB ,
Tot. Psrea 34,483 5F 0.79 Rcres
[mp. Rrea 10,512 SF ,
C = 0.38 Lawns 0. 15
imp. 0.90
CASE I
220 ft. Overland Flvw
Gf ~ d.1`5
L = 220 ft.
n = 0.400
S = 0.0680
Tc = 4.93 min., by Equsfian 3-2 vf GUidelines '
110 ft. Gutter flow
Z1 = 50.0 Far Z2
Z2 = 1.0 Type B = 1 _0
n = 0.016 F:ofled = 3.5
S = 0.0160
d= 0.1552 ft. Flaw W idth 7.8 ft.
A R Q Tc Tc tatal I Qc
0.61 0.08 1.31 0.86 5.79 4.36 1.31
Qpeak fvr Case 1 = 1.31 cfs
CASE 2
Case 2 assumes a Time vf Ccrncentratian less than 5 minutes sa #hat the
peak flow =.90(4.58)(Irnp. Area) = 0.99 cfs
So, the P°eafe flow fvr the iBasin is tne greater of the twa flows,
1 .37 cfs
f
S P C] :K Ax Nr E ~ C] LJ 1-~T T Y
DIVISiOIV OP ENGIl+IEIIdIlVG ANl) FZOAL~'s A I7IGI5[ON C7F THE FifELIC WoRKs I3EPARTMEEN!'
May 23, 2003
TQdd WhippPe, F.E.
CZ..C A550Gi$teS, IT1G,
707 W. 7 Ih AVB, Slllte 240
SpUkaTIe, WN" . 99204
Subject: P1885 Prairie Qrchard
Revisians to Road and Drainage Plans- 1 st Submittal
Todd:
Dn behalf of the City of Spakane Valley, Spokane County T.?evelopment Services has reviewed
the May 12, 2003 submittal on the ab❑ve noted prcajeet. The following iterris need to be addressed
ar resolved grior ta acceptanca of the changes to the plans:
1. 'I'he use of the existing drywell is nat accepta6le due Ca the fallowing:
• The conditian and age of the drywe81 is unknown. A fu11-scale drywell test has nnt
been performed tfl Venfy the in#iitrative capacity of the existing dxywell
• It is impartaitt to specify fi.he compaction requiremen#.s to avvid unwanted settletnent
and uneven drivable surfaces in Che vicinity ❑f the dt,ywell. The plans da not address
compaction specificatpons far the pavement patch.
2. Prcrvide revised Iot plans
3. Provide revised curb inlet calculatians.
4. Provide a xevised detail for PQnd A.
If you should have any fixrther questions, please feel free to contact us at any time.
Sir►cerely,
Jahn V. Hohrnan, P.E.
Develnpment Serwices EngineerlManager
Am,,,
Gioria M. Mantz, p.E
Plan Review Engineer
cc: $ryan Walker, Tamlinsan Black Valley - project applicant
Dick Thael, City of Spokane Valley
N
1026 W. Broar3way Ave • 5pokane, WA 99264-0170 •(544) 477-3600 FA)[. {5D9} 477-7555 (2nd Floor) 477-7478 {3rd Flavr} .'Q`I3D (509) 477-7133
May 9, 2003
GLC #S020160
CLC ASSOCi'ATES
5pakane Caunty Pubfic Wvrks REC~IVED
Engineerirrg Development SeE'vices
1026 W. Broadway Avenue MAY I L241M
5pokane, Washingtan 99260-0170 Y~~{a
`ry~/l'~~fMC
C C COY ,INTY MF1~I1ry'
Attn: Gloria Manta, P.E.
RE: Prairie Drchard - Street and Storm Drainage ReVisivn
Dear Gloria:
Enclosed please find a reVised set of the approved street and storm drainage plans for
the abQUe referenced praject
Tfie falbwing changes are prvposed, and are ctouded on the propased plan for your
condenience:
1. The sidewalk Encatiort in twv places needs to be mddified. At the west end of the platP
the pr+vpased sidewalk elevation is approximatefy 4' (4wer than the neighbarEng property
at the plat baundary. The ekevation difference is due to anorth-svuth sewer access rvad
previaus}Y 9raded in on the subject pr4perty, which accessed aff 24th Avenue and was
cvnsiderable Ivwer tharo the hank a€ the adjacent praperty. We propase to tie the
sidewa1k back into the paVement, which is 16' wide with a paved shdulder separated by
striping. This, allows pedestrian traffrc to access the sidewalk locatian from the asphalt
shaulder. The vther sidewalk location is, at about 5tation 1 T+44, and we propose a slight
variation to the standard sidewalk Ivcation to accommvdate the Ivcatian of a pawer pvie
5et by U'era 1Na#er and Power. The vverhead pawer lEnes run parallec to 24t', and could
not be relorated any further aut vf arignment with the pvles to the eas# and west. The
sidewalk needs to be abnut z' north of the standard Ivcativn for ashort NFStanre.
2. We propvse to reconfigure the pond at the east end of the plat The ariginal pond
5izing wa5 based an a'208' area caIculated frorn sawcutting the existing aSphalt on 24th
Avenue at an vffset vf 10', and treat+ng the reptacement asphait as well as the additivnat
area required fvr wfdening. The existing asphalt, which is in good conditican, is an
average of 16 feet rnride. We prapose to sawcut at 14', addEng 4.5' of new asphalt. 5ince
the requirement for wtdening prfljects is to treat the addrtranal asphalt, the pvnd area
requirernent ds actually cctnsiderable fess than originaity proposed. Pnnd C would be
elirninated, and Porad A would be downsized.
3. Due to the E rapased sawcut IvcatEan, we are submitting a revised cross sectivn and
prafiles for 24 Auenue, a spreadsheet prnViding the calcula#ions to meet 5pokane
707 4VE6T 7TH AYENLJE • 5LJITE ^OD • 5POFtANE • WR 99204 • P 504 458 6640 - F 509 458 6844
❑EP1VEFd • SPOICANE • 5ALT LAICE CITY
Cvunty rvad standards for widening prajects, Bowstdng catculations and inlet
ealculativns.
Please let Qur a#fice know when yau have any commerrts ready. Thank yau.
Sincerely,
CLG AS QCIATES 1NC.
.
Tadd R. Whipple. P. E.
Principal
cc: fi le
I -
' 707 WEBT 77H AVEh14JE QES IG111 PA Q
9 L11TE 2OC]
SFOKAREE
DENVrLFd
YVA9HINC3TON 99204
P 509 458 5540 S PO KANE
CL- AS5OCIATE5 F 5139 45e 6s44 6AL7 LAKE CITY
RIZDJECT: 02-CV0R_1 ) DATE: 57 q~ L? ~
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WASMlNOTCIN 492[]4
P5C19 458 6540 SP'OKANE
CLC ASSDCEA''E5 F509 458 6844 SALT LAK'E CITY
PFzCIJF-GT: DATE:
,SLlFJJECT: Br: JOra wO:
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RC]AD51t]E pITCH
Worksheet for Trapezoidal Channel '
Projeci Qescnption
Warksheet Yrapezvidaf ChannE
Flow Element trapezvidal Channc
Method Manning's Fvrmula
Sofve Far Discharge
Input Data
Mannmgs Cflet('i[ 0.030
Slope 015000 tTIR
Depth 0.5{] k
Cef3 Side S4ape 3.00 H. V
Right 5ide 51ape 3.00 H: V
Battom Width 2.00 it
Results
DisGharge 5.1 B cfs
Flow Areta 1 8 ft'
Wetted Perimi 5.16 ft
Top Width 5.00 ft
Cntical [3epth 0.47 ft
Cntical5lape 0.013776 ft1Ft
Velocity 2.95 Nls
Velocity Head 0.14 ft
5pscifia Ener( 064 ft
Froude Numb. C1.8$
Flow Typs 3uhCritical
Project Engineer. Doug Desmond
urstitled fm2 CLC Assoc€ates Inc FIowMartar +r6 9[614k]
45109i03 03 12:04 RM 0 Haestad Methrrds, Inc 37 6rQnkside Road Waterbury, GT 06708 L95A (203) 755-1566 Page 1 nf 1
-
F'EAK FLQW CALCUT ATIQN PRO.1ECT: Prairie C]rdard
50sYear Design Storm
BASIN: 2 and 5A
Tvt. Area 22,510 SF 0.52 Acres
Imp. Area 10,512 5F
C = 0.50 Lawrus 0.15
Irrip. 0.90
CA5E 1
, 180 ft. Ovedand Flaw
Ct = 0.15
L = 1$a ft.
n = Q.40o
S ~ O.O3Bi9
Tc = 5.29 min., by Equation 3-2 of Guidelines
50 ft. Gutter flow
Z1 = 50.0 Far Z2
Z2 = 1.0 Type B = 1.0
n = 0.016 Rvlled = 3.5
S _ 0.0400
d= 0.1240 ft. Flvw Width 6.2 ft.
A R Q Tc Tc ta#ai I Qc
0.39 0.06 1.14 0.29 5.58 4.42 9.14
Qpeak for Case 1- 1.14 cfs
CASE 2
Case 2 assumes a Time of Cvncentration less than 5 minutes sn that the
peak flaw =.90(4.58){Irnp. Area} _ 0,99 cfs
So, the Peak flow far the Basin is the greater of the two flvws,
1.14 cfs
PEAK FCOW CALCULATI(]N PEZO.IECT: Prairie Orchard
50-Year Design Storm
BASIN: 3 RIVQ 5B
Tvt. Area - 34,483 SF 0.79 Acres
Imp. Area 10g512 5F
C = 0.38 Lawns 0.15
Imp. 0.90
CASE 1
220 ft. nvedand Flow
Ct = 0.15
L = 220 ft.
ra = 0.400
5 - ❑.[}fi8Q
Tc = 4.93 min.„ by Equativn 3-2 of Guidelines
I 10 ft. Gutker flQw
2i = - 50.0 Fflr Z2
Z2= 1.0 Type6=1.a
n = 0.016 Rvfled = 3.5
5 = 0.0160
d= 0.1 552 ft. FEaw Width 7_8 ft.
A R Q Tc Tc tvtal f Qc
0.61 0.08 1.31 0.86 5.79 4.36 1.31
Qpeak for Case 1= 1.31 cfs
GASE 2
Case 2assumes aTime af Concen#ration less than 5 minutes sa that the
peak flow =.90(4.58)[1mp. Area) = 0.99 cfs
50, the P'eak flow for the Basin is the greater of the twm flaws,
1.31 cfs
RpAOWAY WIDEfVINC SPREAD$HEET Instructons
A Shaded Cells are r.alculated automaGaafly
PrQjecS Name Prame t7rchar8 B Capy the example lines as many times as necessary (rows 73,74 and 15)
C Input ths nan-shaded data
Qate 04P271(]3 Q Ch8C9c CurG SIOpB be lwEen St2 , SIQpe ShOUi[1 qB > ihan 0 5°/0, see engr ft Iss&
E Rememqer to ivrce IQwpoinis whert streeS [s extremely Rat
gY SKM1+1 F Fnr Station tyRe [n the raw numher fe 100e for 10+00 dp nvt type the
Slope E]iftBrential
getween Exfsting S[atinn Elevativn 'Distance to Elevstivn Slope CL Dist Fram Sawcut Calculated Elev Calculated E9ew 5elected Sadvcut to 5lope at Gurh Top of Curb
and proposeci at CL 5awcu[ at Sawcut ta 5awcut fo E[}P aY EDP (-2% frnm a1 EOP (4 596 frpm EpP EOP Between Elev
cross-sioae [Ft) fftl !ft] sawcut tv ECsP sawcut fo EOP Elev '!6 Grade Stations
-0 94°/n 16+54 40 204864 14 204843 1 50% 45 204834 2048 23 204$ 32 -2.44°Io 2448 71
-f 44°l0
-074% 16f65 6$ 20477[} 14 204743 1 93°l0 4.5 204734 204723 21147 31 -2 63°Io 204770
-13.78% -
•0 07'D/o 9 7+{]Q Qp 2p45 35 74 204508 1 9$°]a 4 5 204499 2044 88 204499 -2 OLP°r6 204538 -6 70% '
-007% 17+50 00 204200 14 2041 73 1.939'0 4 5 204164 2041 53 2p41 64 -2 {]6°/0 204203
-rJ 66%
FO 51 °IQ i e+p4 40 243815 14 2038 91 1 7196 4 5 2038 82 2038 71 2438 81 -2 22% 203920
-A F63'o
-4 50°Io 18+27 45 203783 14 203762 1 5i0% 4 5 203753 203742 203753 -2 fld95 2037.92
-1 9556
-0i2% i 8+5D fl0 203740 14 2037 19 1.50% 4 5 2033 1 b 203699 203709 -2 2296 203748
-1 86°/0
•0 94% '15+0060 203658 14 203637 1 503'0 4 5 203628 203617 203626 -2 44°!0 203665
-1 46°/0
007% 19+50 00 203590 94 2035.61 2 07°r6 4 5 203552 2035 41 203552 -2 i7[}% 2035 91
-9 8256
006% 19+8096 203574 14 203542 2 2996 4 5 2035 33 203522 2035 32 -2 2296 2035 71
-1 88%
-0 82% 19+88 58 203522 14 203493 2 ff7°lo 4 5 2034 84 2034,73 203480 -2 8995 2035 19
-1 92%
U iA% 24+00aQ 2034 97 14 2034.67 2 94% 4 5 2034 58 203447 2434.58 -2 06% 2034 97
. J Uanw1 wqesis+d890168 chuhhuckleyceRpain wklenN5 ds
CLC QlSlyn 11 35 Ahi
PEAIC FLQW CALGULATIDN PR0.7ECT. Prairis OrChard 8aW5TRlNG METHOL7 PRaJECT Prairie Orchard
50-Year Qesigf1 Sxorm pETENFIi]IV BlaSIN DESIGN BASIN° 2, 3, and 5
DESIGNER 5ltM -
9ASIN. 2, 3, and 5 QATE. 9-11Aay-03
Tvt, Area 56,993 SF l 31 Rcres
lrnp. Area 20,157 5F T}me Increment {mEn} S
Time af Gvnc. (min) 5.72
C= 0.42 Lawns 0 15 ❑ufflow(cfs) 2
Imp. ❑.90 Qesrgn Year Flow 50
CA$E 1 e4re8 (8cre5) 1.31
Imperviaus Area (sq ft) 20157
180 ft Overland Flow 'C' Factflr 0 42
Area ' C 4.533
Ct; 015 "208" imp Area . 3,500
L = 180 ft.
n= 0.400 7ime Time Inc. In[ens. a❑evel. Vol ln Vol.Out 5tprage
S= 00680 [mira] (sec] (iNhr) fcisl (aa ft) (cu ft) icu Rl ' 5 72 343 438 2 38 1095 688 408 -
Tc = 4 37 min , hy Equation 3-2 of GuideGnQs
5 300 4.58 149 1000 600 400
200 ft Gutter flow 10 E40 3 20 1.74 1246 12170 46
15 900 2 45 133 1353 1800 -447
Z1 = 500 Fdr 7_2 20 1200 1.98 1.08 1416 2400 -984
Z2 = 1.0 Type 8= 1 0 25 1500 168 0.91 1476 3000 -1524
n= 0016 Rofled = 15 3{} 1800 ti 45 0.79 1510 3600 -2090
S= 00160 35 2100 1 30 0 71 1566 4200 -2634
44 2400 1 19 0 65 1627 4800 -3173
d= 0.1941 ft. Flaw Width 9.7 ft, 45 2700 1.09 059 9658 5400 -3732
50 3000 1.00 0 54 1693 6004 -1307
55 3300 092 050 1708 5600 -4892
A R Q Tc Tc total I Qe 64 3E40 0 88 048 1777 7200 -5423
0.96 010 2 38 1.35 5 72 4 38 2.38 65 3900 0.83 045 1811 78[]0 -5989
70 4200 0.80 ❑ 43 1876 8400 -6524
Glpeak for Case 1= 2.38 cfs 75 4500 0 78 042 1956 9000 -7044
80 4800 075 041 2003 9600 -7597
-
85 5100 73 040 2069 102[]0 -8131
. 90 5400 0.70 0.38 2098 10800 -8702
CASE 2 95 5700 0.69 0 37 2181 11400 -9215
100 6000 O.fi$ 037 2264 12000 -9740
Case 2 assumes a Time of Concentratsorm less than 5 minutes so that the
peak flow = 90(4 58)(Imp, ,Area) = i 91 cfs "208' TRFATMEN'F REQLIIREMENTS
Minimum "268" Vvlume Required 146 cu R
Provided Treatment Volume 248 cu ft
Sv, the Peak flow for the Basin as lhe greater of the tuvo flows,
2.3$ Cfs DRYWELL REf1iVIREMENyS - 50 YEAR E3E51GN STORHI
Minimvrn Storage Required by Bo+nstring 408 cu ft
PrvVided 5torage Vvlume cu ft
Number and Type vf l~rywelis Specifed ~Q 0 Single
2 Douhle
Ra,~
~
~
~
~
.
1G-)
~co
~ ~ I I ~ •-I j f ~ ~
r l,~ ~ 1 1~ l l 1
L / r' l~ 1 f I~
I
U)
1°g)~
~
ta~ ol
.
- 11Varksheet
`Illfivrksheet fvr Trapezoidal Channel
Project descnptfon
Wvrksheet Trapeaaidal Chanrs+
Flow Element Trapezaidal Channo
Methvd Manning's For-mula
Salve For Channe9 Depth
input Data
Mannings Coeffic 0 200
Slope 013000 ftlft
Left 5ide Slope 3.00 H lA
Right 5ide Slope 3 60 FB , V
8ottom Width 7 00 ft
Discharge 013 cTs
ResulFs
Depth 0 1 C1 ft
Ffow Area 07 ft'
Wetted Penmi 763 ft
Tvp Width 760 ft
CrihCal Depth 0 02 ft
Cnbcal Slope 2090340 Wft
Vslorary 1s ws
Velvraty Head 4 9e-4 ft
5pscific Enere 010 ft
Frvude Numb, 010
Flaw Type 5ubcritical
Rroject Engfneer. ❑aug Desmond
untitled fm2 CLG AssocPates Inc FInwMa5ter v6.1 [614k]
05109103 04 02•20 PM 9 Hsestad Methods. lrsc 37 Broakside Rvad Watertsury, CT 06708 U5A (203) 755-1666 Page 1 vf 1
Praine C}rchard S0201fiQ
Spokane County, Wa.shingtcrn 45J091[}3
Sfl-Year Design Starm Engineer• T1ZW
CLTRB TNLET CALCULATTONS
on Continuvus Grade
1 Curb Inlet Basin Basin + Gutter Rpughness L7epth Discharge Inlet Sy-Pass
Pond Street and Peak Flmw By-Pass Sl6pe Crass slope Cereff. Z of Flnw per Length Length F1ow
Statiorc (cfs) Q S 11Z n n d* Qa/La** La Q - Qa
. . . . .
24TH P►VE
C Sta 17+98. l 1 1.14 1.14 0.0564 0.0210 0.01 G0 2976 0.11 0.077 6 0.68 -
24TH AVE
r_
C Sta 18}09.21 0,68 0.0475 0.0222 00160 2815 0.10 0.067 6 0.28
24TH AVE _
A Sta 19+50.66 1.31 1.59 0.0164 4.0200 00160 3125 0.16 0.148 12 0.29
24TH AVE
A Sta 19+77.80 , 0.29 0.0178 0.0200 0.0160 3125 0.08 0.056 S 0.01
NC]TE TYT''ES 1 & 2 +CURB INLETS
Cuab Inlefi Depression = 2 in,
* Calculated per Figure 1$ 4f the Sgokane County Guidalines for Stormwater 1Vlanagement
+Calculated per Figure 16 of the Spokane Counry Guidelines
for St4rmwater 1Vlanagement
GurbDropC
Mantz, Gloria
From: Mantz, Gforia
Sent: Monday, .lanuary 27, 2003 'V 1:{l(} AM
Ta: David Randall (E-mad)
5ubject; P1885 C7ramage Language
Dave,
I arra attaching the drainage kacrguage for this prn}ect I made acapy of the revised mylar and put it at frarrt sa it can be
picked up at yaur cnnvenience.
Thanks
Csloria
R
P1885 orainage
Language.doc
1
Office of the Cnunty Engineer
5pakane County, Washington
nate: ►Tanuary 27, 2003
To: David Randall, F.E.
CLC P,ssociates, Inc.
From: Gloria Mantz, P.E.
DevelQgment Engineerixag 5ervices
RE: P1885 - Prairie {7rcYiard
Please note that the follawing inforFnatian must be placed on the face of
the final plat.
nRAaxAG~ ~~GUAGE :
Drainage easements as platted and shvwn hereon, which are fpr the purpose of conveying and stonng
starmwater rranoff', and for xnsta]ling, aperatrng and maintaining drainage ponds and drainage facslities
rvhich dispose of and treat stormwater rtanoff, are hereby granted ta Spokane County and the Frairie Drchard
Hvmerswners' Association.
Spakane County and its autlhonzed agents are hereby granted the nght to iragress and egress te, aver and
from all publac drainage easerrients for the purposes of inspection and emergency maintenance of drainage
swales, pcrnds, ditches, culverts and other drainage facilities, if not propexly maintained by the groperCy
owner(s) or the Prairie [3rchard HQrneowners' Association. Spokane Caunty does nat accepf the
respQnsibility tQ inspect or rnairafiain drainage facillties located outsrde of publrc nghts-of way, exCept in
cases where Spakane Cpunty specifically assurnes that resporasihility in writing. NeiCher dpes Spokane
County accept any liabi]ity far any failure 6y the pzoperty nwner(s) to praperly maintain such areas.
The property cswner(s) witYiin this plat sha]1 be held respansible for keeping apen and maintainrng the
surFace path of natraral or man-rnade drainage f]ow aver and across fiheir respecrive properties. If the
praperty vwner(s) fail to maintain the surface pafih of natural or man-made drainage flow, ar drainage
faci3ittes an pnvate propcrties, a notice of such failure may ~e given to the praperty owner(s). If not
cQrrecded withirs the period indicated on said notice, Spokane County has the nght tq correct the
mairttenance faiiure, ar have it corrected, at #he expense of the property owmer(s)-
Spokarse County does nat accept the responsibility of maintaining the drainage course nn private lats nvr the
responsrbslity far any damage whatsoever, includBng, but not limixed to, inverse condemnation to any
properties due ta deficient canstructian andlor marntenance of drainage caurses in drainage easernents vn
priuaite praperty.
Any building that is constructed ora a 1Qt in this plat sha]l be set at ssuch an elevataan sa as to prornde positlve
drainage away from any drainage entry point to the building (includmg but not limited to a window well, a
wa+indflw unprotected by a windovv rve]1, or a doorway). Said pasitive drainage shall consist of a mmimum
slope of 3°1o away ,frrom the building for a distance of at least 10 feet from the building. The lots shatl be
graded so that erther a) all runoff is routed away from the buildmg, and conveyed over the lot to a natural
dramage swale or approved dramage facility, or b) drainage intercepted on the lot is disposed of on the lot in
an approved dramage facility. All drainage facilities far tlus plat, including any `208' swales, shall be
constructed in accordance with the approved plans on file at the Spokane County Engineer's Office. Any
proposed changes to the approved road and drainage plans must be approved by the Spokane County
Engineer's Office pnor to construction of said changes.
There may exist properties located uphill and adjacent to this subdivision that periodically discharge
stormwater runoff onto individual lots withm this plat. Stormwater runoff from nearby uphill properties
should be expected, and during snow melt periods or wet seasons the lots may be subjected to higher
amounts of stormwater runoff than what is normally observed or anticipated. Because stormwater runoff
from adjacent propemes have discharged onto this plat prior to development, stormwater runoff will likely
continue to do so after development.
The property owner(s) within this plat shall mamtam all natural drainage channels, drainage ditches, and all
water quality swales (`208' swales) situated on their respective propernes, and any portion of a`208' swale
situated in a public right-of-way adjacent to their respective properties, with a permanent ground cover as
specified in the cunently approved and accepted plans on file at Spokane County Engineer's Office. No
structures, mcluding fences, shal] be constructed directly over or within a natural drainage channel or
dramage ditch without the expressed written consent of the Spokane County Engmeer. Spokane County
does not accept the responsibility to inspect and/or maintain the drainage easements, nor does Spokane
County accept any liability for any failure by the lot owner(s) to properly maintam such areas.
The Prairie Orchard Homeowners' Association arits successors in interest shall maintain any drainage
facilities and drainage structures located within tracts and private lots, in conformance with the approved
plans on file at the Spokane County Engineer's Office. Maintenance of drainage facilities mcludes, but
is not liiruted to, keepmg open and cleaning storm pipes, ditches, drainage ponds, swales, etc.,
replacement of drainage facilrties as needed, and mamtaining live native-type dryland grasses or lawn
turf in the `208' swales with optional shrubbery and/or trees, which do not obstruct the flow and
percolation of storm drainage water in the drainage swale as mdicated by the approved plans. The Prairie
Orchard Homeowner's Association is also responsible for removing and disposing of the soil and grass
sod located in drainage facilities located within common areas or private lots at such time Spokane
County deems necessary, and replacing the soil and grass sod. The Praine Orchard Homeowners'
Association shall be responsible for payment of all claims and other liabilities which may become due for
said mamtenance responsibilities.
If the Praine Orchard Homeowners' Association, or their successors in interest, fails to maintain the
drainage facilities in conformance with the accepted drainage plan on file at the Spokane County Engineer's
Office, a notice of such failure may be gyven to the Praine Orchard Homeoxvners' Association, or their
successors in mterest, by the County Engmeer. If not corrected within the period mdicated on said notice,
Spokane County has the right to correct the mamtenance failure, or have it corrected, at the expense of the
Prairie Orchard Homeowners' Association, or their successors in mterest.
Should the Prairie Orchard Homeowners' Associahon be terminated for any reason, the successors in
interest shall be the individual lot owner(s), or their successors in interest, who are members of the Prairie
Orchard Homeowners' Association at the time of said termination. The successors in mterest shall share
equally in the responsibility and cost of mamtaining said drainage facilities.
The developer, property owners, and homeowners' association waive any and all claims for damages against
any governmental authonty ansing from the construction, ownership or maintenance of public facilities.
This waiver includes claims flf any nature, including but not limited tn person and real praperty darnages as
well as any inverse cQndemnatian clairrss
707 w. 7TH AVE. T RA IV 5 M l TTA L
suiTe xoo
sPOKa,NE oENVER
VdA9HIhiCiTON 99204
P sog 458 eaao SPOKpNE
F SO9 45a 6844
5AL7 LAI{E C ITY
CL.C A55CICIATES
TQ: Soakans Counta Enoineers D,aTE: Januarv 23, 2003
1026 W Braadwav PROJECT Prairie Orchard
NAME:
ATTN: Spokane, UVA 99260 - PRC]JECT Caun#v Number P-1885
Glaria Mantz, P" E. Nu w, B E R: S020160
WE ARE SENDING:
X ENG405E0 ~ LJNC]ER 5EPARATE X OOCLJMENTS COMPLJTER O16CB
pRINTB REPRDQLJC16LE6 RIEPORTS OTa-IER
COPIES ❑ESCRIPTION
1 Cvpv of the Draft CC&R's fvr Prairie Orchard
FOR YDLJR L38E / \ F17R YCILJR REVIEW 1/ \,FC]R YOLJR APPRQWAL SSNTPEIZ YOLJR REQ LJE5T
EX,PR,E65 X_MESSEN[iER ~ PICKIJP U.S. MA1L
R E M A R 1C 5: Enclosed are the Draft GC&R's far your ceview and approval. The cnylar that was
revised ta depict the updated private driveway sectivn will be delivered ta your vffice
taday. If yvu have any questions, pleass call
r-a PY T O: File eY: I David Randall, P.E.
6RIAN C. B►4LCH
LAYMAN, LAYMAN & MCKINLEY
fiU'I S. DNISIC]N STREET
SPAF[►41VE, WA 99242-1335
Ilncument Tit[e:
❑ECLARATIC3N ESTABLISH96VG CQVENRNTS, CONQITIQNS, AN❑ RESTRICTfUNS
FQR PRAIRIE DRCNARD _
Grant~rls~:
1.
~Grante~[s~:
Legal Descri tn ian:
ParGel Numbers: -
C]FCLARATIC]N ESTABLISH1NG (Y)VENANTS_
EESIRICTIONS
J2RAIRfE ORCHARD
This declaration is made this day of 2002, by
, referred to as
"Declarant,"
and
, cvllectively+ as "Caratract 1Jendors."
A'RTICLE I- GENERALMMISIQNS
1.1 Declarant is the deveCoper and Cantract
F'urchaser, and CantraGt 1Jendors are the contract sellers, of afl that real praperly lacated
in Spakane County, VVashiragtan, as described vn Exhibit "A" attached hereto, sometimes
referred to befvw as the "Prvper#yT" and sametimes referred to befaw as "Prairie Orchard.,"
1.2 ~~~~plQPnien.t. Declarant interads fia develop and market the Property as
separate Lvts far single famify home purposes. Upon Recordation vf this Declaratian,
Declaran# submits and subject the Praperty, #ogether with all buildings, improvements and
ather permanent fxtures of whafeuer kind now ar hereafter focated thereon, and alE
easements, r+ghts, appGrtenances and privfEeges belanging or in any way per#ainirrg
thereto {all of which canstitute a part flf The Prvperty as hereinaftsr defined}, to the
covenants, conditions, restrictions, riens, c3SSf'S5I11ent5, easements, privileges and rights
confained herein, ali gf which shall run with the land.
1.3 Conditions. Any purchaseF vf a Lot within the Propertyr ackrrowEedges that
said Lvt is suhject to zonirrg and subdivFSian ordinances and reguiatians and such other
governmenta! ~rdinances and regulations, arad approvals hereunder as may 1ae 9n efFect
ar as may fram time to time be irnpvsed. it is saEefy the purchasers obligation to become
familiar ancf compfy wrifh the same.
ARTICLEkA- DECLARATION
Declarant hereby declares that the PrQperky, and each Lot, parcel or portiQn
thereof, is andlar shall be heldT sold, canveyed, encumbered, hypathecated, leased,
used, vccupied and impraved subject to the fallawing terms, cavenants, conditions,
easements and restdctions, all of whicFr are decEared and agreed to be an furtherance of a
2
general p@an for the protectivn, maintenance, subdiuision, imprQVement and safe thereaf,
and to enhance the value, desirability and attractiveness thereof. The terms, ccrvenants,
conditions, easements and resfrictivns set farth herein shail nrn uvith the [and, and with
each estate thereira, and shafl be binding upon ail persons having or acquEring any right,
titEe or interest in said real praperty or any Lot, parce1 or portion therevf; shall inure tv fhe
benefit of and be binding upon Declarant, Declarant's suCCessars in interest and each ,
grantee or mwner and such grantee's or owners respective successvrs in interes#, and
may be enfarceti by ❑ecEarant, hy any vwner ❑r such avuner's success4rs in interest,
against any other ownec, tenant or occupant af said reaE property.
Notwithstanding the fvregoirrgt no provision af this declaration shall be corasfrued
sa as to prevent or 1imEt Declarant's right ta cvmplete devefvpment af the Praperky and to
cansfruct irnprovements therevn, nor Dec9arant's right fo maintain model hames,
constFUctivn, sales or leasing affces or similar facilities {temparary or Qtherwise} on any
partion theceQf, nor Dec6arant°s dght to past signs incidental to constrejctiQn, sales or
ieasing.
ArRT6CLE 119_ DEFIN1TEOliCS
3.1 "Architectural Comrpdee" shall mean the committee createt# by the
Declarant or ara Association pursuant to Article X hereaf, and may be referred to herein as
the "Carnmittee."
3.2 "Arkicles" shalf inean the prticles vf Incorp❑ration of the Association or vther
organizational or charter documents of the Associativn.
3.3 °pssessrrtents" shafi mean those payments required of Owners or
AssocEatian Members, including ReguEar, 5pecial and LFmited Assessments af the
Assacia#ion as further defined in this Decfaration.
34 "AssQciation" shall mears the Prairee C)rchard Hvmeawraers Assvciativn, a
Washingtan non-prvfit c,vrparation, fts successors and assigns, established by Declarant
to exercise the powers and ta carry out the duties set farth an #hES Declaration or any
Supplemental Declaratiern.
3.5 "Board" 5hall mean #he Bvard af Directors or other goveming board or
individuaf, if applicable, of the AssoCiation.
3.6 "Buifding L-ot" shalf inean flne or more lats within a Parcel as specified or
shown on any P@at andlar by any SuppNemental Declaratian, upon which irnprovements
may be corrstructed. With respect ta Assaciatian vating dghts, €3uilding LDt shall aEso
mean a Iot sa specified an any final plat or on any preliminary pfat of the Prvperty-
3.7 "Cammon Area" shall mean aIl real property in which the Assvciatgon hvlds
3
an interest or which is hefd ❑r maintained, permanently or temparariFy, fvr the common
use, enjoyment and benefit of the Qwners. Every Dwraer has a right and easement of
enjoyment to the CvmmQn Area that is appurtenant to the #itle to their Building Lot.
Cvmmon Area may be established frvm time to time by Declarant vn any pvrtiora Df the
Prnperty hy describing it vn a Piat, by granting ❑r reserving it in a deed or other
instrument, vr by designattng it pursuant to this ❑ec[aration or any Supplementaf
Declarativn. CQmmon prea may include easerrrent andlar license rEghts. .
3.8 Maclarant" shalE mean , a
Washington , the contract purchaser of tne F'rvperty as vf the date
o# execution of this Declaration. The term "Declarant'r shali also incaude the successors in
interest of the Declarant, sv long as such successor is expressly designated as the '
successor Declarant by+ the immediateiy preceding Declarant.
3.9 "DecfaratiQn" shali mean this DeclaratiDn as it may be amended from time
to time.
3. 10 "Limit?d Assessmpnt" shall mean a charge against a particuEar Qwner and
such Owners Building LQt, directly aitributab[e to the awner, equa6 to the cvst 6ncurred by
fhe e81550CIatfOn for eorrective action performed pursuant to the prvvisions of this
Declaration ar any Supplemental Dec6aration, including interest thereon as provided in
this aeclaration or a Supplemental Declaration.
3.11 "Membet' shalf inean eacfi person or entity ho[ding a membership in the
A55vCiatiort.
3.12 'shalf inean #hae persvn or other eegaC entity, including Declarant,
which acquires fee simple interest af recvrd to a Building Lot that is cvvered by #his
[]eclaratiQn, as well as purchasers under real estate contracts.
3.13 "PlaL" shall mean any subdivision plat cvvering any pvrtion of the Property
as recorded at the oftice of the Gvun#y Auditar, Spvkane Caunty, WashingtQn, as the
sarne may be amenrled by du6y recordeci amendments thereof.
3.14 "Rege,lar AssesSment" shall mean the pvrtaora Qf the cvsts of the capital
imprvVements or replacements, equiprnent purchases and repfacemen#s or shortages in
ReguCar pssessments whach are authvrized and to be paid by each Dwner to the
Associatian, pursuant to the terms herevf or the terrtas of this Declacation ar a
5uppfemental Declaration.
3.15 " np.r:ial i~,ssessment shal6 rnean the portion af the costs of the capital
improvements ar replacements, equipment purchases and replacements vr shortages in
Regular F155e5Sfi'lf'ntS which are authorized and to be paid by each Owner to fhe
Assflciativn, pursuant to fhe provisions of this Declarativn ❑r a Supplemental Declaration.
4
ART«:~ E M uSE ANa caNSIRI Ir_TiaN REsTRICIMS
4.1 Use of Indimidual_Lots. No lot ❑r dwelling shall be constructed, accupied or
used except far new, site canstructed sirrgle famEiy residences of nat Iess than 900
square fee# fin3shed living roam ira size abave hasemen# grade, (i.e. excluding any
basement areas), by the awners, theEr tenanfs, and socdal guests; and nv trade,
business, professivn, commercial or manufacturing enterprise or activity (vther than
home caccupation) shafl be cmnducted therein. As used in this paragraph the terrn
"home occupation" shali rnean anly an flccupativn, professian rar c~aft, carried on within
ar dweiling by the vwner, which activity does nat change the residential character of the
dwelling, is canducted in such a manner as to not create any vutward appearance at a
business Era the ardinary meaning of the term, as may be further defined by Spokane
Gvunty Regulations.
Qrovided, haweVer, nvthing +n this 5ectivn shall preverrt the pe►reloper or a
Builder frnm using a residence within the development to cvnduc# business and sell lats
or hames, on a temparary basis only until the last fot vr house is sQld.
4.2 Nuisance~. N❑ noxiaus, illegaf or vffensiVe activities sfnall be carried vn in
any 1ot Qr dweflirrg, or 9n any part of the Property, nar shail anyfhing he done therean
which nnay be or may hecome an annoyance or anuisance to or which rnay in any way
interfere with the quiet enjayment of each of the owners of his respective lot, ❑r° which
shall in any way wncrease any rate of Fnsurance fvr any awneF wtthin the PrQperty, oe
cause any irrsurance policy tv be cancs6ed vr to cause a refusa9 tv renew the sarne or
othervvrse conflict with the spirit of this Declarativn in estab[ishing a peaceful, residential
carnmunity within the Property.
4.3 VehirfP and E uinment_Reskrictions. IVo rrtore than one of the following
vehicles, whether personal Qr recreational, shall be a11Dwed and the sarne must be
parked behind the front edge of the dweEling built and ten feet from the side 9vt line of
any If.3f tCc3VeB trailer, camper, matar horne, recreationaB vehicae, baat and trairer„
eommercial vehicle, bus, or truck (except for purpases of fvading and ur+loading of
passengers or persanaf praperty). Na inoperabfe autvmobile, and no vehicle which is in
an extreme state of disrepair, shall be permitted ta remain upon any Iot, dedica#ed
street ar vther area within the Property, vther than temporarify for emergency repairs,
unless placed or maintained within an encfosed garage. Commercial vehicles shaCl net
include sedans, service uans or standard size pickup trucks #hat are used far bvth
business and personak use, praVided that any signs or markings of a cammercial na#ure
on such vehicles shafl be reasanab6y unabtrusive and Fnoffensive. No nQisy or smioky
vehicle shall he vperated on the Property. No otf-road unlicensed motor ve'hicle shall be
maintairaed or apeeafed within the Property, except as reasanabfy necessary to tFre
executiora and the rights and duties of the declararat under this Dec1aration. Na goads,
equipment, materiak, supplies or uehicles used in conrrection with arty trade, service, or
business whenever canducted, shafl be kept parked, stared, dismantled, or repaired
5
outdoars on any lat, or any dedicated street within the Praper#y.
No vehicies may be kept ar parked an a permanent basis on any of the public
stree#s within the Property.
4.4 5ians. Nv s9gns shall be displayed tv the public view Qn any lots ❑r orr
any portion of the Property. "For Sale" or "For Rent" signs shall be allowed, provided
they da not exceed five (5) square fieet in size. '
, 4.5 Animals. No anima6s, lives#vck, pQUakry ar birds of any kirad shall be
Faised, bred or kept in any lot or dweEiing, or vn any portion of the Prnperty; except #hat
nQ more than two {2} usual and ❑rdinary househvld pets, subh as dags, cats, or birds
may be kep# outdoars, provided that they are nat kept, bred mr maintained for any
comrnercial purpases, and that they are kept under reasvnable cvntrol at afl tsmes.
4.E . Afl rubbish, frash and garbage shall he
regularly eemoved from each lot at each awneF's expense, and shall nnt be allowed to
aecumu4ate thereon. Trash, garbage and other waste shall nvt hre kept except En
sanatary cantainers. All equipment, garbage cans, woodpiles, rar sfrarage piles shall be
kept screened and concealed from view from the dedicated streets_
4.7 Riaht to L+ease. Excep# fvr a dwefling in passession vf alerader falfawing a
default in a tifst mortgage, a farecEosure proceeding, or any deec# or other arrangement
in iieu of farecivsure, fhe respective dwellings shall nv# be renfed by the vwners thereof
far transient or hote1 purposes, which shall be defened as (a) rentai for any perivd less
than thirty (30) days, or (b) any rental if the Qccupants of the dwelling are proaided
customary hoteF senrice such as ravm service far food and beverage, maid service,
furnishing laundry and finen, and beIlboy senrice. Subject to the foregQing. restnctions,
the awners of the respective lots shall have the absofute right to rent aut the dwe[lings
(but nvt less than entire dwelling) prouided that the rental agreement is rnade subject to
the covenants, conditivns, restrictions, fimitations and uses contained in this
4eclaration. Any faikure ❑n the part of any tenant ta cvmply with these couenar+ts shall
constitute a default under #he terms vf such rental agreement.
4.8 . At the time constructivn af the exderinr of each
residence is carnp9eted, the front yards of each residence shall he landscaped by each
owner in sukrstantial confnrmity with those homes already built and landscapeef,
4.9 . Witfa the exceptivn of wQrk
carried ouf to ~ur-ther the corrrpletivn of the Prvperty, no residence, kruilding, ferrce, waRi,
obstruction, balcony, screen patio, pativ co►rer, tent, awning, carpart, carpork caver,
improVernent, oc structure of any kind, shall be commenced, erected, painted or
maintained within the Property, nor shall any alteration ar improvement af any kind be
made thereto until the +cvlvr of the same has been approved in writing by the
Architecturaf Cantrof Committee, descr[bed in Sectivn 4 4elvw and hereinafter referred
6
~ .
to as the "Comr►aittee." Plans and specificatiarts shvwing the nature, calor, materiafs
and [ocation of such impravements ar alterataons shalE be submil#ed ta the Devefoper ar
Cammittse for approval as to the calor af the external appearance of the praposed
constructinn. Further, na construction shall be commenced ❑n any lot untif the
Develaper or Commit#ee shall have appraved in writing, the colar of the propvsed
construc#ion ifem on the fot. No permission or apprvval shall be required tv rebuild in
accordance with the original apprvved cafors, ar to rebuiid in accordance with colvrs
previous1y approaed by the Develaper flr Carnmittee for that lot.
4.10 SinaPe Familu. No structures or buildings of any kind shaN be erected,
altered, placed ar permittEd to remain on any lot ather than one detacheci dwelling for
single family vccupancy vniy, with a pfivate a#ached or detached twv-car garage.
Notwithstanding the foregving, the owner of twv adjacent 9ots may construct his
dwelling acrvss #he 9ine between his IDtS, or atherwise withaut regard far the setback
requirements pertaining tv that line (however, any such cambinafian of lats shall not
operate tv reduce the owner's rights and obligations with respect #v each separate lot
as shown on the Subdivisivn Plat).
4.11 RQafs. ACl roofs shall be canstructed vf asphalt campasition vf gvad
quality or tile or comparabfe alfernate praduct.
4.12 Grages. AI[ dwellings shalf have enclosed attached or detached garages
af at least 20 feet by 22 feet in size, with fully improved driveways ta the street; with
said drivevvay+s to be vf a hard surface material, such as exposed aggregate, asphaft, or
concrete
4.13 Mail Boxe%-etc. Mail bvxes and newspaper receptaeles shall be placed
as required by the U.S. Pvstal Service
4.14 Ar.r.esso[y 6uidogs. Ali accessory huildings shall be placed within the
rear ❑r interior side yard area of each lot and shall not be vf a material inconsisten# with
the architecture, materials or cvfor scheme of the dwelling on that lat.
4.15 Fences, Waf1s. No fence, walf, hedge car rnass planting, other than
faundatian planting, may extend nearer tv a streef than the minimum setback line of the
dwelling, as eanstructed. NoweVer, nathing in this subparagraph shalK prevent the
erection af a necessary retaining walQ. Na wire, cyclone or metal fencing af any kind
shall be placOd so as tQ be visible from any dedicated streets.
4.16 Antenna. 6Va radio, citizens band, or other cammunicatian an#enna shaEl
he erected upvn any lot ar dwelling except for standard televisivn antennas which are
reasonabfy+ unabtrusive and inaffensive.
4_17 Tp-mnararv 5t uctures. N❑ trailer, basement, tent, shack, garage, barn,
7
camper ar cr#her outbuilding or any structure of a temparary character erected or pfaced
an any Iot shall at any time be used as a resir.fence.
4.18 Fxteri4r Liahtioa. AI# exterior lighting shall be low intensity and shall be
limited tv landscaping ar structural aceent lEghting.
4.19 Comnletian Time. Any dwelling or other structure erected or placed ❑n
any lot shall be completed as to external appearance, including finished painting and
frortt and sieie yard landscaping pursuant to p1ans and specifications, al6 within twelue
months from the date of commencement vf construction. The owner of each !ot slaall,
as soon as reasonahfy possible after occupying the dwel[ing, but nDt to exceed three
years, continue landscaping rear yard areas, in substanfia1 canformity with ather Iots
within the Properky.
ARTICLE V_ PRAIRIF nRCHARa
HQI~JFOWNERS ASSOCIATIUN
5.1 Qrqanizat6on Qf Pram Q (7rr.harrl Homeowners AssQCiatEon. Prairie C?rchard
Horneowner's Associatian, the "Assvciation", shall be initialky organized by Declarant as a
Washington non-prafit corporation under the provisians vf the Washing#on Code relating
tca general non-profit corporations and shall be charged with the duties and invested with
#he pvwers prescribed by law and set farkh in the Articles, 6ylaws and this Declaratian.
5.2 Membershi - , Each Owner, by virtue of being an +Dwner and far s❑ fang as
such flwnership is maFntained, shall be a Member of the Associatian and n❑ Owner shall
have more than one membership in the Assaciativn. Memberships in the Association,
shall be appurtenant to the Parcel, Building Lot or other partian af the Praperty vwned by
such awner. The memberships in the Assvciation shall nat tae transferred, pEedged,
assigned ar alienatsd in any way except upon the transfer vf C7wnei's titfe and then vnly
ta the transferee of such tatle. Any attempt ta make a prvhibited membership transfer
shall be void and wilk n❑t he reflected an the bogks vf the Association.
5.3 VotiIIg. Vating in the Assaciativn shall be carried out by Members, including
Declarant, who shall cast the vates attrikrutatale to the Building Lvts that they own. The
number vf untes such Member may cast on any Fssue is determined by the number of
Building Lots that the Member awras. Each owner, including the Qeclarant, shall have ane
uo#e for each Building C.v# owned. When more than vne per$on holds an interest in any
Building Lvt, afl such persvns shall share the vate aftributable tv the Building Lot, but
fractional will not be allvwed. The right tv vvte may not kre severed or separated from the
ownership af the Building Lat, to which 'r# is appurtenant, except that any Owner may give
a revocabie prvxy to anw persan. Any sale, transfer of cvnveyance of such Bui4ding Lvt ta
a new flwner shall caperate au#vmatically #a transfer the appurtenant uoting right tv the
new Owner.
8
5,4 Pnwer and D ties of the AssociatEOn. The Associat;vn sha[6 have #he
pvwers of a carparation vrganized under the corparatian laws af he State of Washing#vn
applicable to nan-prafit corpvrations, subjecf vnly to such lirnitations upon the exercise of
such powers as are expressly set forth in the ArticlES, the Bylawrs, and this [Jeclaration.
The A5SdC1at1o61 shal1 have the power to dQ any and all iawful things which may be
authodzed, required ❑r permetted #a be dvne by the AssvCiativn under Washingfan law
and under this Declaration, and the Articles and Bylaws, and to do and perForm any and
all acts which may be necessary fv, proper far, or incidental to the proper marragement
and operativn Qf the Comman Area and the pssociativn`s vther assets, and the af#airs
and the perFarmance vf the other responsibilities herein assigned, including without
limitation:
5.4.1 Assessments. The power to [evy Assessmerats an any [7wner
❑r any portion af the Property and to farce payment of such Assessments,
a{l in accordance wi#h the provisions of this Declaratian
5.4.2 Rioht of Enfar_cemeat. The power and authority from tirne to
time in its awn name, ❑n its own beha[f, or on behalf Qf any Qwner who
- consents thereta, to cammence and maintain actions and suits to restrain -
and enjoin any breach ar threatened breach of this Declaratian or the
Articles vr the ByEaws, including the Associatian Ru1es advpted pursuant to
this Declarativn, and to enforce by injunction or othErwise, aII provisions
herevf.
5.4.3 . The authority to delegate its power
and duties to committees, provided any such committee shall contain at
lease twa Qirectors of the Assvcia#ron; and to cantract for the maintenance,
repair, replacement and operation of tFae Commcan Area.
5,4.4 LirPnses, Fasernertts and RigF~ts-t~f-'W~~. The power to grant
and convey to any third party such licenses, easements anc# rights-vf-way
in, on ar under the Cammon Area as rnay be necessary rar apprapriate far
the ❑rdedy mainfenanee, preservatiDn and enjoyment of the Gommon Area,
and for the preservatir nof the health, sa'fety, convenience and the we6fare
of the Owners, for the purppse of constructing, erecting, vperatEng or
maGntaining:
5.4.4.1 Lines, cahfes, wires, canduits ❑r othec devices for the
transmission or prvvision of electricity vr electroraic signals for
lighting, hea#ing, power, #elephone, tele►risivn, cvmrnunicatians or
other purpvses;
5.4.4.2 Sewers, stnrm drains, undergrvund irrigafion pipes,
water drains and pipes, water supply systems, sprinkling systerns,
heating and gas lines gr pipes, and any similar public or qi,rasi-public
_ 9
imprvuements ❑r facilities; and
5.4.4.3 Niailbflxes and sidewaEk abutments arvund such
mailbvxes or any service facility, berm, fencing and landscaping
ahuiting comman areas, public and prEvate streets or land convsyed
for any public or quasi-public purpose including, but rrrrt limited to,
bicycfe pathways.
The right ta grant such licenses, easernents and rights-af-way are hereby
expressiy reserved to the Assvciatian and may be granted at any time privr
to twenty-one (21) years fvllowing executivn af this Declarativn.
5.4. , gperation an,d MaintenancP nf _Carnmorr Area. dperate,
maintain, and atherwsse manage or prvvide for the vperataon, maintenance
and managernenf of the Cammon Area, inciuding the repair and
replacement vf aiE improvements within any pcrrtjorr af the Commvn Area.
5.4.6 ft_se e Account. Estah1rsh anci fund a resenre account vuith
a reputable bankbng institution or savings and foan associatEOn, which ,
reserve accvunt shali be dedicated to the cos#s caf repair, rep6acemen#,
, maintenance and improvemEnt of the Comrnon Area.
5.4.7 Taxes and_Assessments. Pay all real and persQnal property
taxes and Frssessments separately levied against the Common Area or
against the Association andlor any other property awned by the
Associatian. Such taxes and Assessmerrts may be contes4ed or
CC7mp9'vPTlkSed k]]I tFOB Pl55CJClatl(]n, in its discretiorr.
5.4.8 Water and Other Utilities. Acquire, provide andlvr pay fvr
water, garbage dispvsal, refuse arad rubbish coIlectian, electrical, tefephone
and gas and other necessary serv'rces far the Comman Area, and to
manage all domestic, irrigation and amenity water righ+ts and righ4s to
receive water hefd by the Association, whether such rights are evidenced by
Eicense, permit, claim, stock ownership or atherwise.
5.4.9 ansurance. C)btain insurance from reputable insurance
campanies autharized tm dv business in tlae State of Washington, and
maintain sn efFect any insurance policy the goard, in its discretion, deems
necessarry or advisable, incfuding, without fimitativn fire and casualty
insurance, pubfic lcability insurance, directvrs' and officers' liability
insurance, and such other insurance, including mntor vehicle insurance and
Worker's Campensation insurance, to the extent necessary tr camply with
a!I applicable laws and indemnity, faithful perfvrmance, fidelity and other
bands as the Board shall deem necessary or reqvired to carry ❑ut the
1o
, -
Associativn functiorrs ar ta insure #he Associativn against any lass frvm
. malfeasance or dishvnest of any smpfoyee or vther person charged with
the management or possession of any Associatian funds or other property+.
5.4.1 0 . Apppint and rem❑ve mernbers of
the Architectural +Committee, subject to the pravisivns of this Declaration,
prvvided, at lease #vuv Directors of the Assaciatian shali serve at all times on
this Commitfee.
5.4.10 Fnfor ..m _nt of es ri tion and Rles. Perform such vther
acts, whether ar not expressly authorized by this aeclaration, as may be
reasonably advisable or necessary to enfarce any of the provisioras of the
aeclaration, ar of the Arficles or Bylaws, including, without limitation, the
recordatian of any claim of lien with the Spakane Counfy Auditor, as mnre
fufly provEded herein.
55 Personal Liabft. To the fufiest extent perrnitted by law, no Member
of the Bvard, member of aray cammittee of the Association, officer of the
Associatiran, the [3ec6arant, nvr the manager, if any, shall be persvna[iy liable to
any Owner, or to any ather party, sncludirtg the Assvciation, fvr aray darnage, 'Idss
vr prejudice sraffered vr claimed ❑n accvunt of any act, vmissian, errQr nr
negligence of the rEleased persons, provided that such person, upvn the basis of
such information as may be possessed by such persvn, has acted in gvod fa6th
withaut wifkful ar intentiQna[ misconduct. If a re9eased person has sc+ acted, the
Assocration shalf indemnify and hv1d harmfess said persan from any damage, lass
ar prejudice aforesaid, including actual defense cosfs and attvrney's #ees.
ARTCCLE VI: hIGHTS TC3 CUMIVIDN AREAS
6.1 Use of Cnmmon Area Euery Owner shall hade a nght t4 use the
Cvmmnn Area, which right shall be appurtenant ta and shafE pass with the tifle ta
euery Building Lo#. The Common Area cannot be mortgaged vr conVeyed withcaut
the consent of the Dwners of at least twa-thirds (213) of the Building Lots,
exc[tading Declarant. ]f ingress or egress tv any residenGe is thrvugh the Ccammpn
Area, any cvnveyance or encumhrance of such portion of the Commvn Area will
be subject to sucM Building Lot OwneCs easement. In furtherance of the
deveEopment plan for the Property, the Decfarant and the Associatian shall have
the right to creats easements and construct improvements an the Gommvrr Area,
including but nof IEmited ta providing utilrty and private drainfieEd or drainfield
access, private streets, crossings, walkways, trails, apen space, and vther
improvements desrned desirable by the Assaciation andlor Dec1arant.
6.2 Drainage Facilities. lhe ini#ial cammon areas consist of drainage
11
facilifies withirr cammon area trac#s, as shown vn the faee af the plaf.
Construction, landscaping, and ather improvements, as applicabfe, to the drainage
faci9itaes, and dramage tracts within khe Property (the °'Common Area
Improvements") have been required to be completed in confvrmance with plans
approved by the 5pokane Courrty Engineers Office. The pssociativn shali be
responsible for rnaintaining the [7rainage [mprovemenfs, including payfng the cast
thereaf, through assessments impased an a!I '8uiiding Lots presentfy within pr
hereafter annexed inta the PrQperty. Maintenance of the arainage Improvemen#s
constitutes an obligation running with afl portians of the Praperty, ancfuding any
addifional real properky subsequently annexed. Natwithstanding anything in this
Qeclaratinn to the contrary, provisions regarding maintenance of the Private F2oads
` and ❑rainage Improvements Emposed hereunder, or by any sepaeate covenants
required by Spakane County, shaA not be subject to amendment or madifcatian
withaut the approval of Spakane Caunty. Maintenance of Drainage ImprQVemerats
shaH include ob9igatiQns estabfished by the [3peration and Maintenance Manual
{"(]&M Manual"} as prepared by the design engineer, CLC Assvciates, ❑ra
, 2(]02, far the starmwaier system +withirr the
Property as apprvved by Spokane Cvunty. CQmpfiance wr#h the O&M Manual will
include establishment and accumufativn of reserves far anticipated rnaintenance
and repair vb6igations as prouided in such Manual.
ARTIGLE_]LLL`AgS
7.1 CaUenant _to Pa~4 Assess.ments. By acceptance o# a deed or real
esfate contract to any praperty in Prairie C)rchard, each C7wner af such property+
hereby cv►renants and agrees to pay when due a91 Assessments ar charges made
by the Association, incCuding alf Regular, Speciae and Limited Assessments and
charges made against such CJwner pursuant to the pravisions o# this declarativn or
ather appiicable instrument.
7.1.1 AssPSSment Cons itutes Lien. 5uch Assessments arad
charges together with interest, costs and reasaraable attvrneys' fees which
may be incurred in coflecting the same, sha91 be a charge on thE Iand and
shall be a corrtEnuing lien upan the property+ against which each such
Assessmeert ar charge is made.
7.1.2 Assessment is Persona9~~ation. Each such Assessment,
tagether with interest, casts and reasonable atfvrneys' fiees, sha1E alsa be
the personal obGgatian Qf the C7wner of such praperty beginning with the
fime whera the Assessment fafls due. The personal obligation for delinquent
Assessments shail nnt pass to such Owner's successors in title unless
expressly assumed by them but shall femain such Ovrrner's personal
❑b'ligativn regardfess of whether he or she remains an Owner.
12
7,2 Regular Ass.ssm.nts. Afl [Jwners, not fncluding the flecfarant, are
obligated to pay Regukar Assessments to fhe treasurer of the Assocration an a
schedule of payments established by the Board.
7.2.1 . The pmceeds frQm
Regular Assessments are xo be used ta pay for aII costs and E5{pen5e5
incurred by the Association, including legal and attameys' fees and other
pro#essiana1 fees, fvr the canduct of its affairs, including without limiitation
the costs and expenses of construction, imprv►rement, pro#ection,
maintenance, repair, managernent arad operatron of the Carnman Areas, .
_ including all improvemenfis Eocated ❑n such areas owned andlar managed
and maintained by the Association, and an amvunt allocated fo an
adequafe reserve fund to be used for repairs, replacement, maintenance
and improvemen# of thvse elements for fhe CommQn Area, vr other
property of the Association that cnust be replaced and maintaineci Qrr a
regular basis {cDllectively °Expense"}-
7.2.2 Camputatinn of Reguiar Ass?ssrne_nts, The reguCar
assessment fvr calendar years 2002 and 2043 shall be $ [Juring
thvse years on1y, peclarant shalf pay any+ shortfalG in meeting actual
amounts required in c-onnectiQn with obfigations ta be paid by regular
asssssments, withaut pmvisian far any resenre fund accumulativn.
Thereafter, the Assvciatimn sha61 cvmpute the amount of its expenses nn an
annual basis. Thae cQrnputatian of Regular Assessments for 2004 and
thereafter shall take place nat less than thirky (30) nor mQre t'han sixty (60)
days before the beginning of each fiscal year of the Associativn.
7.2.3 Amounts Paid by Q~nr~. The Board can reauire, in its
discretivn vr as provEded in the Articles ar Bylaws, payment of Regular
Assessments in semf-annual or annuaE fnstalfinents. The Regular
Assessment ta be paid fay any particular Qwner, for any given frscal year
after 2003 shall be cQmputed as folfows: Each Owner, ❑ther than the
Declarant, shall be assessed and shall pay an amaunt computed by
multiplying the Nssacsation's #vtal adVance estimate of expenses by the
fraction produced by dividing the finally pfatted Building Lots attributable tv
the Dwner by the tvtal number of finally platted Building Lo#s irr fhe
Prvperty.
7.3 .
7.3.1 Purposp- and Pracedure. Pursuant ta the obfigation of
Declarant in Section 722 to cover assessment requirements abvve the
amount speeified far Owners, there shall be na special a55e55fi'I~.'f1t5
required of any C,3wners through ihe end of 2003. fra #he event that the
Bvard shall determirae that its respective Regular Assessment for a given
13
calendar year after 2003 is mr vuill be inadequate to rneet #he expenses of
the Association for any reason, including but nat lEmited to cvsts of
construction, recanstrraction, unexpected repairs or replacement of
improvements upon the Common Area, attarneys' fees andlor fitigation
easts, other professianal fees, ar for any other reason, the Board shall
determrne the appraximate arraount necessary to defray such expenses and
6erry a Specia! pssessment against the Property which shall be camputed in
the same manner as Regular Assessmerr#s. Na Special Assessment shall
be Ieaied which exceeds twenty percent {20%} of the budgeted gross
expenses of the associa#ion for the fiscal year, withQUt fhe vote ar wdtten
assent of fhe Owners representing a rriajvrity of #he votes of the Members
of the Assvciation. The Baard shall, in its d15CfEtiCJn, de#ermin+e the
schedu#e under which such Special pssessment will he paid_
7.3.2 ['nnsi5tent Basis of Assessrnent, EVery Special Assessment
levied by and for the Assocration shall be levied and paid upon the same
basis as that prescribed far the le►rying and payrnent of Regufar
Assessments fvr the Associativn.
7.4 l imited Assessments. NotwitFisfanding the above provisians vvith
respect to Regular and Special Assessments, the Baard may levy a Limited
Assessment again5t a Mernber as a remedy to reimburse the Assaciation fvr cosfs
incurred in bringing the Member andlvr such Nlemhers BuiCding Lat inta
campliance with the prnvisions of the gaverning instruments fvr F'rairie Orchard,
including any actuaf costs, cansultanf cfaarges and ariDmeys' fees. This shall
expressly include the authority tv leuy assessments against any Building Lat
Dwner in vio9ation of any of the requirements imposed on such Building Lvt Owner
under this Qeclaration. 5uch assessment may be made in an amaunt up tv ffty
dollars [$50.00] per day (or its equFValent value as campared with January 1, 2002
dollars, as adjusted periodically by the Bvard in 4ts reasvnable discretion), for each
viofativn which remains uncorrecfed afker thirty (30) cfays" written natice gdven tv
such Owner from the Assvciation. N❑twithstanding anykhirag abmue to the
contrary, a aimited assessment rnay be assessed against an C)wrrer for damage to
any 8uilding Lot ar portion of the Common Area within the Property caused by
reasan of the negligence or willful misconduct of such Qv+rner, such C3wnecs
Eesident tenant, or such qwner's family and guests, both mmvr and adult; pra►rided
such 1iabifity shali nvt be absalute but shall be an ob1igation recoverab1e frflm such
Owners adaiEable Ensurance and sha9r constitute a lien against such C)wner's
Buifding Lot an1y.
7.5 Uniform Rate of Assessrnent. Llnless otherwise specificaiiy prauided
herein, Regular and Speciaf Assessments shaII be fixed at a urriform rate per
Buflding Lvt far all members of the Association.
7.6 AsSPSSmen _eriQd. LJniess otherwise provided in the Articles vr
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Bylarrvs, the Assessment period, the "fiscal year"', shall commence on January 1 of
each year and terminate Qecember 31 vf such year. The first Assessmen# shall
be pra-rated accordirrg to the number of rnonths remaining in the fiscal year and
shall be payable an adaance.
7,7 Nntice and Assessment Que Date. Ten {10} days priorwritten natice
af Regular and Special Assessmerrts shall be sent to fhe Dvuner of every guilding
Lot subject there#o, and to any person in pvssession of such Building Lot. The due
dates for installment payment vf Regufar Assessments and 5pecial Asssssments
shall be the first day afi each manth unless some vther due date is estabffshed by
the gvard. Each manthly installmen# of the Regular Assessment or Spec6al
Assessment s'hafl becorne deliraquenf if not paid within fen {10} days after Rhe levy
thereof. There shall accrue with each delinquent installment payment a fate
charge equal to ten percent (1 0°IQ) ❑f #he delinquent instalfinent. In addEtian, each
installment paymerat which is delinquent for rnvre than twenty {20} days sha9l
accrue interest at twelue percent (12%) per annum cafculated the date of
delinquency to and including the date full payment is received 6y the Assvciation.
The Associativn may bring an actffln against the delinquent Owner and may
foreclose the lien aga4nst such [7wner's Building Lvt as mare fully provided herein.
Each Owner is personally fiable fvr Assessments, tvgether with all interest, cvsts
and attorneys' fees, and no Owner may exempt such Owner from such liability by
a waiVer of the use and enjoynnent af the CQmmon Areas, or by lease or
abandvnnnent af such C)wner's BuiEding Lot.
7.8 .The Assaciatian, upon at least f'rve (5) days
prior written request, shall execute, acknawledge and deliver to the party making
5uch request, a statement m writing stating whether ar not, to the knowledge of the
Association, aparticu[ar BuGlding LQt is in default under the provisions of this
peclara#ion, and further stating the dates to which any Assessments have been
paid by the vwner. Any such certifiGate delivered pursuant to this paragraph may
be relied upan by any praspective purchaser or tnartgagee of the C)wner's Building
Lot.
ARTICLE VIC4- ENFQRCEMENT QF ASSESSIVIFNTS,; LlFN9.RR0t'EFDIhlGS
8.1 glght to Enforce. The Assvciation has the right to co[lect and enfivrce its
Assessments pursuant to the prodisians hereof. Each C]wner of a Suilding Lot, upon
becoming an Qwner af such Building LDt, shall be deemed to cavenant and agree to pay
each and BVeIy AS5es5C!`lenf provided for in this aeclara#ian and agrees to the
errfvrcernent of all Assessments in the manner herein specified. In the event an attorney
or a#forneys are employed fQr fihe calfectian vf any Rssessrtient, whether by sust or
otherwise, or to enforce compliance with or specific performance af the terms and
cvnditians of this Declarativn, each Owner agrees to pay reasonabEe attvmey"s fees in
additivn to any ather refief or remedy obtained agarnst such C]wner. The Board ar its
15
authorized representative may enforce the obligations of the Owners tv pay such
assessments by eommencernent and maintenance of a suit pursuani ta paragraph 8.3 to
enforce the liens created hereby. A suit to recover a money judgment for an unpaid
Assessment shall be rnair,taEnable without foreclQSing vr wa9ving the lien hereinafter .
provided.
8.2 Assessment Liens.
8.2, 1 CreatiOn. 7here is hereby crsated a claim of lien vuith power of sale
an each and every '8uilding Lot ta secure payment of any and all Assessments
Ievied against such Buifdirag Lvt pursuanfi ta this Declaration tagether wGth interest
thereon at the maximum rate permitted by 9aw and ail costs of collectian which
may be paid or incurred by the Associatiora making the Assessment in connectian
therewith, including costs and reasonable attvrney°s fees incurred. All sums
assessed tfl aCCOfdaClCF' iN6tEl tlle pI'OVtS9[JnS of tFIES ❑eCIaratiOC1 ShaII CaflStktutE a
iien on such respectiue Building Lots upan recardation of a claim of lien with the
Spakane Caunfy Auditor. Such fien shall be priar and superior to all other liens or
cfaims created subsequerot tQ the recordation of the nvtice of de#inqueracy and
claim of lien except far tax liens for real property taxes on any Buildsng Lot arrd
Assesscnerats nn any 8uilding Lot in favvr of any municipal vr other govemmental
assessing body vi+hich, by law, would be superior thereta.
$.2 2Q1aim of Lien. lJpon default of any Owner in the payrnent of any
Regular, 5pecial or Limited Assessment issued hereunder, the Assvciatian may
cause to be recorded Gn fhe affice of the 5pokane Cvunty Auditor a claim of 4ien.
The claim of lien sha11 state the amvunt of such delirtquent sums and ather
authvrized charges (incfuding the cast of recording such notice), a sufficient
description of the Buifding Lrt(s) against wFaich the same have been assessed,
and the name of the recard +Owner thereof. Each deiinquency shalf canstrtute a
separate basis far a no#ice and claim of lien. Upon payment to the Associa#iort of
such delinquent sums and charges in c€rnnec#iQn therewith ❑r other safisfactian
#hereof, the Associativn shail cause tg he recorded a further nvtice stating the
satis#activn or relie# of such definquent sums and charges. The Associativn may
demand and receive the cost of preparing and recvrding strch release befvre
recnrding the same.
8.3 .Such lien may be foreclvsed by appropriate actian
in cvurk ar by saFe by the Association establishing the Assessment, ats attvrney or other
persan authvrized to make the sale. Such sale shall be conducted in accordarace ►n►ith the
provisians of the 1Nashingtan Code applicable ta the exercise of pvwecs of saEe permitted
by favu, as though the AssociatEVn were abeneficiary designated under a deed of trust
executed on Deed of Trust fvrm LPB #22, as in eifect as of the date of recvrding this
Decfaratian. The Board 4s hereby authorized to appaint its attorney, any afficer vr directvr
of the Assacia#ian, or any title company authvrized ta da business in Washingtvn as
trustee for the purpase of cvnducting such safe or fvreclvsure. -
16
8.4 Re ,uired NQtic. 6VatwEtfastanding arrything cvntained in thts ❑eclara#ion to
the contrary, nv action may be braught to fareclQSe the lien created by recordativn of the
notice at delinquency and claim of lien, whether judicially, by pawer of sa[e ❑r othennrise,
until the expiration of thirty (30} days after the folfvwing have been cnmpleted: a cvpy of
such cfaim of lien has been deposited in the lJnited Sfates mail, certified or registered,
pvstage peepaid to tMe Owner of the 6uilding Lvt(s) described in such rtvtice of
delinquency and claiort of lien; and tv the persan in possessian of suc'h Building Lvt{s},
and a copy thereaf is recarded by the Assvciation in the Office of the Spakane CQunty
Auditor.
$.5 5ubardiraation_ tn f:P[tain Trust DeP~~and ortgaQes. The 6ien for the
Assessrraents pravided fQr herein an cannectian vuith a giVen Buifding Lot shaH be
subcardinate ta the lien of a deed of trust or mvrtgage tha# is of record as an encumbrance
against an Owner's Building Lat prior to ihe recordation of a cfaim of lien far any
Assessmerats. Except as proufded in this paragraph wifh respect to a 4rusfee flr
mortgagee whv acquires t9tle ta vr a security interest in a Buifding Lot, the sale flr transfer
of any E3uilding Lot shall not affect the Assessment lien provided for herein, nvr the
creation thereaf by the recardativn of a claim of lien, an account of the Assessments
becaming due whether before, an, vr after the da4e of such sale ar transfer, nar shaq such
sale ar transfer diminish ar de#eat the persQnal obligation of any C]wner for de6inquent
Assessments as ,prvvidsd tor in this Declaration. Na mortgagee or benefciary under a
deed of trust will be required to collect assessments. Nvthing in this DeclaratiQn makes
fatlure ta pay any assessmenf a default under any mortgage.
ARTICLE FX-
9.1 Creafian. While the Declarant continues to own any L+ot withira Prairie
Orchard, the Declarant shall haVe all right and authority ta appaint all mem'beES of the
Archi#ecturae Commiffee and tv perform ail functions of the Architecfural Cammittee
hereuncfer, unless the Declarant sha6l sooner refinquish sucFr authority to the Assaciativn
in a written document signed by an authorized representative of tkte Declarant.
Thereafter, the Association shafl haVe an Architectural Committee consisting of that
number of persons, n❑ fewer than three nar mcrre than five Fndiuiduals, specified from
time tv time by resolu#iara of the Board, at 9east twv (2) of whvm shafl also he members of
the Board.
9.2 gemieAq of Pronrased C:nnstruction. The Architectural Committee shall
consider and act upan any and all pmposals ar plans arrd specifrcafiians submitted for i#s
approvaR pursuant to this pecEaratiort, and perfarm such other duties as from time tQ time
shalE be assigned tv it by the Board, including the inspectivn of constructivn in progress to
assure Ets ccanfarmance with plans appraved by the Architecturaf Committee The Board
shall have the pawer to determine, by ruEe ar other written designation consistent with this
Declaration, which types of imprrvements shaN be submitted $vr Architectura! Commitfee
17
review and approval.
9.3 ' pe ❑eC151oI3s. ❑eCISIQnS af fhe Architectural Archqtectural Commit#ee and the reasons therefor shall be transmitted by the Architec#ural Gommittee
to the Applicant at the address set forth in the applicatian far apprvvai within thinty (30)
calendar days after filing ail rraaterials required by the Architectura6 Cammittee, failing
rrvhich, the applicatian shaEl be cvnsidered apprmved.
9.4 No Wai r af Futur-E, Approvals. The apprvval of the Flrchitectural
Cvmmittee af any proposals ar pfans and specificatFOns ❑r drawings for any wnrk done vr
pmpcased, ar in connectian with any other matter requiring the approval and cansent af
the Architectura6 Cvmmittee, shall not be deemed to canstitute a waiver af any right to
withhQld approval or consent as to any similar praposals, pfans and specifications,
drawings vr imatter whatever subsequently ar additianalfy submitted for appmva9 or
carrsent. The decision of #he ArchitecfuraF Carramittee shall he final.
AR1CLF x- ANNF3CATIC]N OF ADDkTAQNAL PRQP_ERTEES
10.1 B_y Qecia.ra.nk. Declarant intends to develop the property described on
Exhibit "A," and may, in DecEarant'5 SDIB d15Cietlollf deem tt desirable to annex additional
rea! Rraperty+ to the Property covered by fhis Qeclaration. Addetrvnal real property may he
annexed to the Property and brvught within the provisions of this Declaratian as provided
herein by aeclarant, its suecessors or assigns, at any time, and from time to time, without
the appEava[ of any [7wner ar the Assaciatiorr. The use and develvpment of such
additianal real praperty shall confarm to all applicabIe Eand use regulataons, as such
regulatians are mad;fied by+ variances.
10 2 By the Association. In additian to the provisions concerning annexations by
Decl arant specifie€i in Sectivn 11.1 above, add'ational rea ! property may be an nexed to the
Praperty, subject to the same canditions by the AssocEation upon the exercise by
Members af at ieast tvua-thirds (213) af the votes af the Association.
10.3 giphts and Obligations of Owrers of AnnP.xPd Prope 5ubject to the
prvvisians hereof, upon recvrding of aSupplernenta! Decfaration as to any addttional real
property, a!i provisians contained ira this E]eclaration shall apply to the additivna} real
property tn the sarne manner as if it were originafly cavered by this Declaratian.
10.4 . The additian vf addi#ivnak real pmperty to the
Praperty authvrized under Sections 11.1 and 112 shall be made by filing of record a
Supplemental Declarativn nr other similar instrumerat with respect to the annexed
pro,perty, which shail he executed by Declarant or the C]wner thereof an+d which shall
18
annex such praperty to #Fae Praperty.
10,5 Deannexatioo. Declarant may delete aff or aportion of the real praperty
described on Exhibit "A," or any previously annexed real prvperty, frvm the Property and
from coverage v# this declaration and jurisdictivn o# the Association, so lang as ❑eclarant
haas an interest in such property tv be deleted, and prvvided that a Supp1emental
Dec[aratian of DeletiDn of Prvperty is recvrded in the Office of the Spokane Cmunty
Auditvr in the same manner as a Suppfemental Declaratian of Annexation. Members
other than ❑ecEarant as described abvve shafl nat be entitled tv deannex aII vr any
partian of the Property except on fh€ favarabie vote of seventy-five percent (75°!❑) of afl
members of the Association and wnften apprvval of ❑eciarant so long as Declarant owns
any pvrtion of the prvperty described vn Exhibit "A" ar any other real property which is
then part of the Prvperty.
10.6 En the event there is ever a separate class of membership held by the
Qeclarant, such as a"Class B" membership, #hen notwiths#andirag anything in this
Decfaratian ta the corrtrary, annexation of additiorral praperties, dedication of Comman
Area, and amendment of fhis Declaratian wil6 require privr approval of the Urtited States
Department of Hvusing and Urban Deuelapment and ihe Veterans Adrrainistrafivn
ARTICLE %l: _ EASEMENT_S
11.1 Easements of Fncroachrnent• There shail be recfpracal appurtenant
easements of encroachment as between each Buikding Lot and such portion or portions
of the Camman Area adjacent thereto or as between adjacent 8uilding Lats due to minmr
unintentional wrongful placement or settling ar shifting of the improvements ineluding but
nat 1imited tcr structures, vua1kways, paths, 51dE'WalkS and dNveways cvnsfructed,
reconstructed or aItered thereon in accordance with the terms of this DecParatian.
Easements of encraachment shalE be aalid ❑nly s❑ 1cang as they exist, and the rights and
obligativns of Owners shall not be aEtered in any way because of encroachments, settling
vr shiftEng of the improvements. PraVided, hawever, in na event shalE a►ra[id easement
fvr encraachment occur due to the willful act ar acts of an C]wner. In the event a structure
on any Building Lot is partially Qr tcatafly destroyed, and then repaired or rebuilt, the
Owners of each Building Lat agree that minor encroachments vver adjvining Building Lats
that existed priar ta the encroachment may be recvnstructed pur-suant te the easert`aent
granted hy this pacagraph,
11.2 Easements of Ar-cess: All Owners of Building Lots wi!l have a perpetual
easement far access, ingress and egress over the Cornman Area, including but not
limited #o any private streets, cul-de-sacs and wafkways. This easement shall ran with the
land. 5uch easements may be used by the DecBarant, and by ali Gwners, t'heir guests,
tenants and invetees, residmg on ❑r temporarily vasiting the PrQperty, fQr pedestrian
walkways, vehicular access and such ather pudposes reasortably+ necessary fflr the use
and enjayment of a Building Lot or Common Area.
19
i
- 11.3 Drainage and _Utilitv Easements. Declarant expressly reserves for the
benefit of alI the Proper#y reciprocal easements of access, ingress and egress far a!f
Owners to and from their respeetive E3uilding Lots fpr instalfation and repair of utiiity
S2NIC25, far drainage of water over, acrQss and upvn adjacent Building Lots, and
Common Areas, resulting fram the nvrma[ use of adjnining Building Lots or Commvn
Areas, and fQr necessary rraaintenance and repair of any imprvvement incfuding fencing,
retaining walis, Iighting facilities, mai1baxes and sidewalk abutrnents, trees and
landscapjng. Natwithstanding anything expressly or impliedly contairaed herein to the
contEary, this Declaration shafl be subject to all easements heretofore vr hereafter granted
by Declarant for the installation and maintenance of utilities and drainage facilities that are
required for the develvpment of the Property. In addition, Declarant hereby reser►res for
the benefit of the AssQCiatiQn the right tv grant addstivnal easements and rights-vf-way
vver the Prvperty, as apprvpriate, to utility companies and puhl6c agenC+es as necessary
ar expedient for the proper development of fhe Praperty unfil clase of escrow fior the sale
of the last BuiRding Lot in the Property to an C3wner.
1 1.3.1 . The [7vuners
of BurEding Lots are hereby restricted and enjoined from canstructing any
improvements upon a€ny drainage ar utility easement areas as shawnr an the Plat -
of Prairie [7rchard Dr o#hervvise designated in any recarded dacument which would
inferfere with or prevent the easement from being used fflr such purpose.
Pravided, howe►rer that the Dwner of such Buifding Lvts and fhe Decfarant, the
Association or designated entity with regard ta the Iandscaping easernent
described in this Article, shafl be entitled fa instaEl and maintain fandscaping on
stach easement areas, and alsv shafl be entitled to build and maintain fencing on
such easement areas, sublect to approval by the Architectural Cammittee, sv long
as fihe same wvuld not interfere with ar preuent the easement areas from beang.
used for their intended purpases. Provided further, that any damage sustained to
improvements vn the easement areas as a result of Iegitimate use of the
easement area shafl be the svle and exclusive abfigatian of the Owner of the
Building Lot whose improvements ravere so damaged.
ARTlLE XIC_ Ml5_CELLANFr)! I-S
12.1 Term. The easements created hereunder shall be perpetual, subject only
to extinguishment by #he hofders of such easements as provided by law. The covenants,
conditions, restrictivns 9and equitab1e senritudes of this Declaration shall run far a term of
'kwenty (20) years from the date this Declarafion is recorded, unfess amended as hrerein
provaded. Thereafter, such covenants, candi4ians and restrictivns shafl be autornaticalfy
extendsd for successive periads of ten (10) years each, unFess amended ar extiraguished
by a writtera instrument executed by members hoPding at least two-thirds {213} of the
voting power of the Asspciation and such wriften instrument is recarded with the Spakane
County Ataditor.
12.2 Amendment. IExcept where a greater percentage is requared by express
20
provision in this Declaration, and except as provided in Sectian 6.2 regarding the
Drainage 6mproverreents which shafl not be amencfed +ar modified withvut the consent of
5pokane Gounty, the provisions in this Declaratian rnay be amended by an instrument in
wrrtsng signed and acknowledged hy the president and secretary of the Association
certifying and attesting that such amendment has been ap,proved by the vote or written
consent of Owners representing moee than tirvo-#hirds (213) of #he vvfies of Clwners of
Building Lats, excluding the Declarant. Any such amendment sha[I be efFective upon its
recvrdation with the 5pakane Cvunty AuditQr.
12.3 NQtices. Rny no#iees permitted or required #Q he defivered as provided
hsrein shall be m writing and may be delidered either personally vr by mail. If defivery is
made by mail, it shal[ be deemed to have been delivered seventy-two (72) hours after th~
~ame has been deposited in the United 5#ates mail, pvstage prepaid, atidressed to aray
person at the address giaen by such person to the Association for the purpase of service
of such nvtice, or tn khe residence of such person if nv address has been giuen tv the
Assvciatian. 5uch address may be changed from tEme tv tirne by notice in writing ta the
Rssociation, as provided in this paragraph.
12,4_ Fnforr.Pment and Nort-Waiuer.
12.4.1 R'Uht of EnfQtcement. Each Owner of any Building Lat, the
Oeclarant, and the Assaciation shall each have the right tv enforce any or all of the
prav'rsfvns hereof against aray pcoperty within the Property and Owrters thereof.
12.4.2 ' . The failure of any Owner of a Building Lot
tv r.amp4y with aray provisivn he6eaf, or with any provision of the Articles or Bylaws
of the pssaciatipn, is hereby declarEd a nuisance and will give rise ta a cause of
action by+ the ❑ec1arant, the Assvciatiarr ar any Owner of aBujlding Lot(s) with9n
the Property for recovery of damages vr for negatiae or affirmative injunctive relief
or hoth. However, any ather provisian to the contrary notwithstanding, anly
Declarant, the Association, the 6oard, or a duly authvrized agent af,any of them,
may enforce tay self-help any of the proVisions hereflf only if sucYa self-help is
preceded by reasanabfe n4tice tv the C]wner.
12.4.3 ViQJatiQn ofLa~. Any violation of arry state, municipal or Eocal law,
❑rdinar►ce ar regulation pertaining to the ownership, occupation crr use of any
pmperty within the property is hereby dec9ared to be avia@ativn of this 'Qeclaration
and subject to any vr ali of the enfarcement pracedures set farth in this Declaration
and any oe all enforcement pracedures in law vr equity.
12.4.4 Remedies Gumulative. Each remedy prvvided herein is cumulative
and not exclusive.
12.4,5 Non-YVaiver. The failure to enforce any of the prvvisians herein a#
any time shall not cvnstitute a waiver of the right tv enfarce any such prvvisian.
21
12.6 Interpretabon. The pravisions of this ❑eclaration shall be likreralEy construed
to effectuate its purpose of crea#ing a unifarm plan for the deVelopmenf and operation of
the Property. This Declarat'ron shall be construed and governed under the Eaws of the
5tate of Washington.
12.7 Restrictions . NvtwEthstanding fhe pro►aisions of the foregving
paragraph, each of the provisivns of this Declaration shal6 be deemed independent and
seaerable, and the invalidity ar partiaf invalidity of any prvvision or partian theEeaf shali nQt
afiFect the validity or enforceability of any other provision herein.
EN WITNESS WHERECaF, the parties hereto have set their hands and seals this
day of ZdO2.
DECLARANT:
By:
CQNTRACT VENDQRS:
22
STATE C?F WpSHINC;TON }
)ss-
GOlJNT''f C3F SPOFCANE ]
Qn this day of 2[}02 before me, fhe
undersigned, a Notary Public in and far the 5tate of Washington, duly commissioned and
swvrn, personally appeared to me known tv be the
- of
a 1111ashington
, the that executed the faregaing
instrumerat, and acknowledged the instrument tp be the free and vo1untary act and deed
of the , for the uses and purposes therein ment+oned,
and an ❑ath stated that they are authorized ta execute the instrurrtienf.
1NiTNESS my hand and QfFcial seaf hereto affixed the day arad year in this
certificate above written.
NOTARY PUBLIG in and for the Sfiate
of Washington, residing at .
- My commission expires. .
F'rinted Narne
STATE C)F WASHINGTON )
)$s-
COLlNTY UF SPk7FCANE }
an this day personally appeared before rne to
me knvwn tQ be the individual described in and whv execvted the within and faregoing
instriament, and acknawledged that helshe srgned the same as hislher free and volurataryr
act and deed, fvr the uses and purpases therein mera#ioned.
GIVEN under rny hand and official sea[ this day of
2002.
NOTARY PLJBLIC in and fvr the 5tate
of Washington, resGding at .
My comrnissian expires: .
F'rinted Name
23
- I
STpTE OF WASMb'NGTQN }
}55.
COIJNTY OF SPOKANE }
f_7n this day personalfy appeared before me to
me known ta be the indi►aidua6 described in and whv executed fhe within and fvregoing
instnument, and acknowfec#ged that helshe signed the same as hislher free and v❑Iuntary
act and deed, for the uses and purpvses therein mentioned. .
GIVEN under my hand and vfficaal seal thhs day of
2002.
NOTARY PUBLIC in and for the State
vf Washington, residing at ,
My commissian expires' -
Printed Name
STpTE OF WASHPNGTON ~
)ss.
COIJNTY OF 5POKANE )
On th6s day personally appeared before me to
me knawn to be the indi►riduai desceihed in and wMa executed the within and foregoing
instrument, and acknowlecfged tha# helshe signed the same as hislher free and valuntary
act and desd, fvr the uses and purposes therein mentianed.
GIVEN under my hand and officiaE seal this day of
2002.
NOTARY PLIBLIC in and for the 5tate
of Washington, residing at .
My cvmmission expires: .
Prin#ed Name
24
Mantz, Gloria
From: Mantz, Gloria
Sent: Thursday, January 23, 2003 7.44 AM
To: 'smurphy@clcassoc.com'
Subject: P1885 Prairie Orchard Drainage Language
P1885 Prairie Prairie Orchard RE: Prairie Orchard
Orchard Mylars
Susan,
The drainage language was not written because it was not clear if a HOA was going to be
formed. In addition, 2 have not received the CC&R's yet. I am attaching the e-mails we
have in the file for your reference.
It also appears that the mylars need to be revised to show the paved driveway detail.
Once this is clarified, I can start writing the drainage language.
Gloria
-----Original Message-----
From: Susan Murphy [mailto:smurphy@clcassoc.com]
Sent: Wednesday, January 22, 2003 4:31 PM
To: 'Mantz, Gloria'
Cc: "david randall"@clcassoc.com
Subject: RE: Prairie Orchard
Gloria:
We have finally received a recorded document for the cul-de-sac (called
Public Notice #4) that has been holding up final platting of this project,
and are preparing to final plat Prairie Orchard and do not have the drainage
language, as far as Dave Randall and I can tell. Has that been issued? If
so, could you re-send it to Dave or myself, and if not, could be get it as
soon as you can manage it so we can get the plat on the BOCC calendar?
Thanks,
Susan
-----Original Message-----
From: Mantz, Gloria [mailto:GMantzQspokanecounty.org]
Sent: Thursday, January 02, 2003 3:54 PM
To: 'smurphy@clcassoc.com'
Subject: RE: Prairie Orchard
Susan,
Revising the mylar will also work, the engineer needs to initial the
revisions
to the mylar. Let me know prior to coming to make the changes so I can pull
the
original mylar.
Thanks
Gloria
1
-----Original Message-----
Fram: Susan Murphy [mailta:smurphy@clcassvc.com]
Sent- Thursday, Llanuary 02, 2043 2:40 PM
To: GMantzospokanecvunty.arg
5ubject: Prairie Orchard
Hi Gloria -
Dave Randall tvld me that yvu had indicated a new my1ar cvuld be run foz the
one Praire Orchard street sheet where we have added a cross section and
pavement sectaon fvr the private driveway. Wau1d that be preferable to the
section being added ta the appraved plan with a revisivn note? I anly ask as
a new mylar means tracking down the client, but if we need t9, we will do
that and submit a mylar probably Monday. I alsv understand from Dave that an
indieation of a 2% eross slvpe should be added privr t❑ plvtting the mylar,
which we have already revised in the drawing-
Thanks,
5usan
~
707 W. 7TH AVE. TRAN S NI I TT►a► L
$IJITE 21313 y /
BuPOKANE DENVEF!
WA~'rH11VG7OP4 94264 -IAA►
P 509 45e 6840 ~tir~~• SPQKANE
F 509 458 6844
CLC eA5'r~..r' OCIA`~E5 ~ pJ 9~4LT LAKE ~ITY
C r &(V&~
~
TO: SiDakane Countv Enameers DATE: Januarv 23. 2003
1026 W Braadwav PROJ E CT Prairie Qrchard
nj.o. M E :
A,--rN: 5iDvkane, WA 99260 Pr~OJECt Cvuntv Number'F'-1885
Gioria Man#z, P E N LJ MBE R: S020160 _
WE ARE SENGING:
X ENCLOSE❑ LlNDER 'FaEPARATE DOCL1MENT9 ~ COMPLFTER dE6C6
PRINTS x REPRDOLJCIBLES REPORT5 OTF-tER ~
COPIES . DESCRIPTIOW
~ Caqv of the Revised mvlar showina a2% cross-slooe vn the driaewav
X FOR YOC1R OJSE X FOR YOLdR REVIiEW / \ FOR YQ4R A6FPROdqL 6ENTPER YOLJR REqIJEST
EXYRESS x NYES6ENGER PICKLlP U.S. RAAIL
R E MA R IC 5: Enclosed are the above documents far yaur review and appraval If yvu have any
questivns, please cafl.
9 C° PY $ O: File Bv: I aavid Randall, P.E,
Conversatian Recor~~
~
~
~cloum
Develvptnent 5erviccs Department
Di.+ision af Engmeenng and Rvads
• {509} 477-3600
Fax (309) 477-7655
Date: Tanuary `'L, 2402 'T'iLile: L 7: L 5 a.I71.
With: David Randall Company: CLC Assaciates
Recorded by: GPoria Mantz Phone: 45$-6$40
Subject: F1$$5 Prairie Orchard - Mylars Revisians
Telephone Ca11: X Conference Call: Meeting:
I left a voicemail for I)avid arnd said that the driveway detair appears to be ok with the exceptifln
that the it needs to shnw a 2% minimum Gross slope. T also asked him ta subrrrit the revised
rnylar.
~~~EIVED
DEI~ ~ ~
~~OKME C~UNN ENGINEER
CLC A'SSOCIATES
Qecernber 17, 2002
CLC #Sa201 fi0
Spokane Caunty Pubfic Wvrks
Engineering DeVelopment Services
1[]26 W. Braadway ►4venue
Spvkane, Washingtvn 99260-0170
Aftn: Glorea Mantz, P.E.
RE: Prairie Orchard - Street and 5tarm Drainage Revisivn
❑ear Glvda:
Enclosed please find a crass section pr+vpased for the pri►rate driveway located on the
north end af the plat. Planning Conditivn #11 states " 7he ingress and egress easement
ilfus#rated alvng the northern praperty line of the prapnsed preliminary pkat shall be
paVed."
We propose ta add the enclosed cross section tQ the approved mylars, and note it as
Revision #1. The area of the priVate ddveway was included in the `208' calculativns, so
Pand E3 is sized appropriately for the paved areas and driveways in 6asin 9.
Tkris plan changs shvuld address Planning Condition #1, as #he constructian wvuld be
bonded ser that the final plat ,pracess could move fanward
lf yvu haae any questians, please giae me a call. Thank yoG.
Sincereky,
CLG AS5C3C1ATES INC.
O,fj l-e;) ze
David Randap, P. E.
Project Engineer
cc: file
707 WE5T 7TH AVENLJE • SUYTE ^cO❑ • SP❑ICANE « WA 49204 • P 509 458 5840 • F 509 458 6844
oENVER • SPOICANE + SALY LAKE CIT'Y
s = i 5. Appropriate raad name(s) assigned hy khe Divisian of Building and Cvde Enfarcement
sha11 be drafted on the face of the final pIat.
6. The street address far each lot shall be indicated nn the face of the final plat. The T)iVisian
of E3uildrng and Code Enforr-ement reserves the righk ta conf nn the actual address ati the time a
building permit is issued.
7. The prelimina.ry ptat is given cvnditionaY approval far five (5) years, specificajly to 7ufy 2,
2405. To extend such condrtianal apprflval, the agplicant must submit an extensinn of tirne
application at least thirty 34 days prior to the above expirakian date, bu# no 1ater than ]une 2,
2006. Application far an extension of time shall be proce,ssed under the praaisions of Chapter
12.104.11 S(Extensi+an of Time) of the Spakane Caunty iubdivisian 4rdina.nce, as amended. If
the applicant complies with the criteria of Chapter 12.140.118, the preliminary approva1 and
canditions will be changed to refllect the adopted policy and deve[opment regulataans at t'he time
of the extension appIication.
8. Appropriate utility easements shall be indicated an crapies of tlie propased final plat.
ApprovaP of utility easeiiieiitsby tile appropriate utility compaiiies sha11 be submitted willi any
proposed final plai.
9. Four (4) cLarrent certificaies of litle sTiall be funiisheti to the IJivision of Plan€ung prior io
f ling the final plat. -
10. If a porkion o f ttie appraved preiirninary plak is subta7itted for final reaiew atid approval, tiie
applica-nt's surveyor shall subnut a rnap vutlining in red the area heing finalized and delineate the
arrea to rerr►ain in preliiniRary plat status. 'ftie scale shall match tlie apprcrpriate assessar's map
scale.
11. 7he angress ranrl egr'ess easement tllaistruled crlong the narth praperty line of rhe proposeEt
~ prelinzinary plad shall be paved.
sPaKA-NE cOUNTY nlvzsxON oF ENG~~ERIr~G AND ROA.ms
I'r'ror ta retease of a buitding pem-mit vr usc of praperty as prvpased:
1. Cranditiarial approvai of the pIat lay the Caunty Engineer is given sub'ect to dedication of
riglit-of way and approva3 of the road sys#em as indicafed in the preliminary plat of cecard
2. A Prafessiona! Engiraeer, licensecl in the S'tate of Washingtan, shall submit final road arsd
drainage piruns, a drainage repart and calculations tfiat conform tv the 1999 Cnunty Standarcis for
Road and Sewer Constructian, tYze etirreilt 1999 editfan of the Caunty Guidelisies far Starnnwater
Management, and all standards azad laws that are applieable ta this project if rvad andlQr draiiiage
improvemenks are required. Fina4 road and drainage plans and a drainage report shall receive the
+Counly Engineees acceptance, priar ta rele.ase of a construction vr buildi'ng permit ar approval of
the final plat. prainags language will be drafteci by Spvkane Cour►ty and provided ta the ,
Spansvr's Engineer or 5urveyor for inctusion in the final plat dncument, fallowing plan
acceptance by the Spvkane County+ Engineer. •
,FIE Findings, ConcZusian.n amd Decision PE-1885-01 Page 11
~
~
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~
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~ 20' DRIVEWAY
~ f EAs~~ENT i
~ k I
12' PA1fE❑ ~
~ HXaRGSEEa ~ DRIVEWAY ~
~ SiDE SLaPES ~ ~ ~ I ~P~•
~ . . , . 3:~
r
~ P~•
~
Q 2" CLASS A ASpHALT CaNChETE
~ PAVEMENT C3N 6° CRIJSHED SURFACING
? BASE CQURSE IM ACCORDANCE WITH - ,
cr-
ci WSDOT SPECIFICATIONS.
CD
~
~
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~
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0
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~
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Mantz, GI'oria
From: Man#.z, Gloria
Sent: Wednesday, C]ctober 23, 2002 7:56 AM
To: David Randafl (E-mail)
Suhject: P1885 Prairie Drchard Mylars
David,
The myfars haae been stacnped. Hnwever, I noticed that the drywrell locafed along 24th Avenue is trrore than 8' from the
curb. Instead of re-submitting rreylars, you could ma'ke the re+aisian in the mylars when you pick them up Let me know
vt+hen you would Iike to thts
The nperations and maintenance manual refers ta a Harneowner°s Association (HQA). Ihave not recerved the draft
CC&R's for this project and I need them to write the drainage language. l believe that as part of the 2nd Submittal, fhe
O&M was updated.However, I don't have a c❑py af Et era th+e fle. The Versivn that 7 have mentians 7ponds and a difFerent
project number. In addition, the D&M needs to cpaaify+ that the drainage structures focated within the Iots are ta be
maintamed by the HC]A. Please submit ihe latest version of the p&M writh the CC&R's
Thank you,
Gloria M'an4z, P.E.
Plars Review Engineer
Spokane Caunty
❑ivision of Engineering and Roads
(509) 477-3600
1
f
707 W. 7TH AVE. T R A NSM iTTA L
SL31TE Zoo
SPC3KANE DENVER
WR51iiMG7dN 99804
P 509 45s 5840 SPo KaN E
F 509 458 5844
CLC ASSOCIATES SALT LAKE CITY
Ta: Soakane CQUntv Enaineers DAYE: 1 D122102
~~~~M--u
PRC]JECT Prairie C3rchard
NAME: qO~~ 22 SZ
13 ROJ E CT
ArrN: Cl❑1`la Maf1tz, P.E. NuMBeR; 5020150 SP00X~ Ga4l~T'!
WE ARE 5EP11]ING:
XR, ENCLO5Ed , LJNDER SEPARATE , QOCIJMENT9 COMPLJTER 01905
PRfNT9 REPFtODIJClBLE5 REPpRTB OTFieR
COPIES DE3CRIIP'iTIDN
2 'Mvlar sets - Street and Drainaae Plans
r
d
-a .
- .r
FOR YOiJR LJBE Fdi2 YOLJR REVIEW X FOR YC}UFZ AFIPldOVAL ~ SENTPERYOL]RREQLtEST
, EXPRE9S ,ME85ENGER PICKCJP U.B. MAEL
R E MA R K5: Gforia: Please let us know when vur set of mylars is ready for pick up. We
also have enclased the quantity estimate far this project, and are
requesting drainage language fvr the final p@at.
Thank you.
David RandaH, P. E.
C OPY YI:J: 8Y: I SM •
CI.C ;4~SC3C! ~k`I`ES '
CanstructiQn Cvst Estimate - °
W C) v a9'7'?
17-Oct-ii2
File d.EDvcumentl'?'?a~~)?a~~??
Prairae Orchard S020160
'Frehminary County Bond Cost Estimate
ITEM Nfl. ITEM U1V[T QfJANTTTY R.INIT COST T4TAL COST
I f]AAIIVAGE 1TEM5 ~ I I I
I{I)rywell - Type A{Gnmplete} JEA ~ 4l $ E,500 D€31 $000
2~I)eywell - Type B(complete) I EA ~ 21 $2,7[]0 0€}1 $5,404 0Q
3 ~Concrete Enlet, -rype z 1 F-A I ol $600001 $o aa
4~Cancrete I nlet, Type 1 ;EA I 11 S6UQ.001 $500 DO
5 ~ Catch Basm -'3'ypc i EA I Q l $600.40 $0.00
61WSDQ'T 48" Catch Basin, Type 2 EA I ol 5r1,500.00 $4.00
71 Curb Inlet -']'ype 1 EA ~ ol $150.001 $0.0[]
SiThru Sidewalk Inlet -'C'ype Z JEA ~ 31 $840€}01 $2,400DD
91p,pr, 10° Puc ILF ~ ol $18001 $000
10 1 Pipe, 12° PVC ILF ~ 201 $20.041 $400.00
l 1 I Fipe, 18° PVC YLF ~ ol $28 001 $Q DO
~ 121 Pipe, 14° I-IDFE ILF ~ Or $18 O01 $004
13 1 Pipe, 12° IiDPH ILF , 6l $21 001 $000
141Pipe, 18° HDF~ ILF 0l $25.001 WOO
lSIPipe, 24" HC]PE ILF ~ 0l $40.401 $000
161 Pond Outlet Structure JEt~ I ol $500.06 1 $0 00
171Pcsnd,accessRnad C1' I Q~ $17401 $tll?D
1$1 Pond ExcaVati on CY 1 931 $$.001 $744A0
- 191 EaethPond Liner ISY I 0l $5 O(J1 $0.00
20IDitch Excavation ICY I ol $S 0ti1 $000
21 lTapsail ICY 1 261 $600 $156Q0
221Hydrvseed ISF $551 $0.05 $42.75
ID 231 Sad ISF ol $u0l $UDQ
241Frlter Fahrsc I5Y I ol $3.00I $040
25 1 Fiiprap OutFal l Fad ICY I ol $50.40 N $000
26 R,ePocate Fence ILF 1 3001 $34 i301 $9,00000
$18,742.751
I d I I I
IROAAWA1' 1TEi4i5 I I I I
1 Clearmg and Crrubhmg C.S I 11 $3,000601 $3,OKOd
2 Roadway Exca++atron CY 1 2401 $lO.QQl $2,4000D
31 Base Course iCY 1 1401 $25.001 "a3,500 d30
41Tap Course ICY I (5l $25 401 SO.40
51 Asphalt Concrete Pavement, Class A I'f'I+I I 9ol $45~~1 $4,65000
61 Asphalt Cancrete Pavement, Class E I'I"N 1 451 $45 001 $2,025 06
71Curh and Gutter, Type B I LF ~ 34t11 $9 [~01 $3,066 Q{9
8 1 Curb and Gutter, `~ype R I~.F 1751 $lD o[ll $1,750 00
91ADA Curb Ramp I EA C ol $300 00: $0.00
I0ISidewal[c lSY 1 323j $23 0Q S7,475.00
l 1 ICross-Gutter, Type I ISY I 0l $30001 $4 00
121 1VSDClT T}+pe 1 l 1 Barricade JEA I ol $250.001 $004
13 1 Stecets,g„5 JEA d ol $tonaol $0.00
1415tr,ping ILF I 4l $t 501 $000
159Manuments JEA 1 3 $250001 $75000
161Concrete Driveway ICY 1 4 $1500(J1 5600A0
~ ~ - ~ -
ITEM NO. ITi EM LJAIIT QUANTfTY llNIT CUST TQTAL COST
171Retocaie Water Meter 4EA I 1 ~ $306 {}01 $300.00
181 Temporary Traffic Control kLS ~ ol $500001 $0 00
191ReloCake Mail Bnx JE,A ~ 21 $100001 $200 00
20lRelocate Utility Pale JEA ~ i 1 $1,000OiJ1 $1,00000
IsvsTvaaL s2$,910.001
~ I I I
JER[7SIQIV CONT1tUL ITEMS
i ISilt Fence LF ~ 0 $4 (361 $000
21 Raek Canstructi on Entry SY ~ - 4l $16.001 $0 04
3~Straw Bales IL5 ~ (}l $500ool $0.00
, ~G.04~
JSUBTi}TAL
- - - -a
~5uhcntal of all itens $48,852 75
IGrand Tntal (includes a muliiplset' of l] 0) $53,738.03
JINSPECTIaN
1 I Inspeetian vf Drainage Facilities ILS 1 0; $3,000[101 $4 00
21Iaspection of Raads ISTA f dl $500.001 $4 00
SL18T,0'1'Al. $0.001
~ ~ ~ ~ ~ ~
10I21t42 14:21 FAX CLG Assvciates. Inc. 16001
707 W. 7Tn AVE, F AX CC] VE R SW EET
SUIsE 200
SFp yCA1V E [3 E NYER
WA6HIMGT[)N 99204
P 309 450 6840 Z9ruKANE
go r 509 45E# 6844
SALT LAiCE Cll'Y
r-LC Assomla'rE5
rnn,rrht: 46rff- /.&& [7A"fE: '0/-w A.-ap
G[]MPANYe <`Gaaf FROM:
LBiCATIC7N: PROJECT:
r~~ PF~OJEC`r' t~
FAXt '~77 ~G ?~IUM1II~ER: .70f2~ ~J70
L"1R1GMNAL DOCLlMENT TC]:
FOI-LOW ~YERW G1i'T ~CECOAl6 QAY
LREMAmN r+rirr+ ~ F'L7L6Q►M VIA MJAff~ ~O
CO14tMER1T5:
~
fr TM CA I~`!Sd'i
~
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L7-- I 7QTAl. PAGES INCLUDING COVER
TNC OGcypteNT{$1 q~~amp'AlVY[AiG TMIS FAx T"H4MlG SION C0f47A'm13I INFL7RIMAT[ON. MiM[L'M f$ COMV"l0€NTIAL ANb 0'RlYl6Cj;Cb-
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~ A 5haded Cells arecalsulaled automalraliy
Praject Na me Prairte arefsard S. Copy 1he erarnple Ibea as many bmas, as nasaessary ([sms 13,14 aRd 15)
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Mantz, Glaria
From: Mantz, Gloria
Sent: Vllednesday, actQher 16, 2002 2.33 PM
To: 5usan Murphy {E-mail}
Subject: P1885 Widening Cafculations
$Ll5af1,
We recieved the revised widening calculativns. A##er reviewing the praposed crass slapes arrd consultirig with our desigrr
and traffic graups, we are still concerned abaut the drivability and safety of ths raad due to the large grade breaks (up tQ
2°/p) between the existing and proposed cross slnpes.
We did a quick check and fiound that Ft is possible to keep the grade break difference at na more than 0.75°Io and stdh
imaintain the mm4murn 2°1Q slope With this, the aongitudinal slopes af the raad are very close to the ones proposed wifh
your rnost recent design.
I understand that that the developer is crancerned abaut being able to pave thjs year and ! would wark with yau to ressolve
this issue as quickly as possible.
Thanks,
Gloria lVlantz, P.E.
Plan Review Engineer
Spokarae County
Dad€s3on af Engmeering and Roads
(509) 477-3600
1
Mafltz, GlaPia
From: 5usan Murphy [smurphy,7a clc-inc.com]
Sent: Tuesday, Dctober 15, 2002 7.04 PM
To: 'Mantz, Gloria'
5uhjeCt: RE, Prairie Orchard
Gloria:
Thanks fqr lovking at Prai:ra.e Orchard. z have faxed over a revi$e[3 widening
spreadsheet and prafile, marked with the ehanges we progose. Slight
adjustments in the elevations evened vut the slvpe differential to not more
than 2.03%. Please let me know as soon as ppssible if this is acceptable, so
we can get mylars run and in to yvu. The concern that Dave Randall and 2
have about the cross slvpe being less than the 2% minimum is that with 24th
being an arterial and the design speed associated with that, mcaving water
vff the roadway is less likely with a shallower cross slope once we get past
the steeper slope at the west end of the project, sv water wvuld tend to
mave more diagonally from the saw cuti erige, encauraging an icing condition.
With a fairly uniform grade from saw cut tfl EUP and a flatter longitudinal
slope anee we hit about 18+50, water will tend ta move more peYpendicular to
the saw cut edga, out vf the traveled way. Unti1 24th is widened aZong
adjacent properties, will this area not be striped as a 2-lane, with the
additivnal width being used by traffic enterinq and exiting the driveways at
on 24th at reduced apeeds? This is what Dave and I have discussed, just so
you know vur thinking. Again, thanks for your help getting this maved ahead.
Susan
-----t7riginal Message
Frorn: Mantz, Gloria [mailto:GMantz@spokanecvunty,org]
Sent: Tuesday, pctvber 15, 2002 3:39 PM
To: 'smurphyoclc-inc.cQm'
Subject: RE: Prairie QrChazd
Susan,
I].oaked at the 5eptem}aer 30, 20(]2 Submittal for Prairie Orchard. it appears
that aJl vf the cvmments with the exception of cvmment 2fram our review
letter
dated August 27, 2002 were addressed properly.
There still appear tv be large grade breaks between the sawcut and new
pavement
width (i.e. the grade break is 2.94* at STA 18+50). We are concerned about
the
safety and drivability vf the zoad. For this particular case, we suggest
that
the prQposed czass-slapes be modified to be closer tv the existing. If the
minimurrr crass slopes vf 2% cannot be met, a deaign deuiativn with khe proper
justificativn will likely he approved.
Gloria
_-_--priginal Message-----
From: Susan Murphy [mailto:smurphy@clc-inc.corn]
5ent: Tuesday, Dctoi7er 15, 2002 10:14 Afwl
Ta: GMantz@spvkanecaunty.vrg
Subj ect : Prairie C]rchard
Glaria:
1
Wau1d you be able tv take a look at the Sept. 27th 2nd submittal an thxs
small praject so we can indicate to the developer that he can keep his
schedule for paving? If there is anything outstanding, we will take care of
it immediately. Thank yvu for your help.
Susan
2
~
flflantz, Gloria
From: Mantz, Gforia
5ent: T'uesday, Octaber 15, 2002 3 39 PM
To: 'smurphy@cle-inc com'
Subject: RE: Rrairie Orchard
Susan,
Ilovked at the Septernber 30, 2002 Submittal far Prairie OrGhard. It appears that all of
the comments with the exception ❑f comment 2from our review letter datec.l August 27, 2002
were addressed pYOperly.
There still appear to be large grade breaks between the sawcut and new pavement width
(i.e. the grade bzeak is 2.94% at STA 18+50). We are concerned abvut the safety and
drivability of the raad. Fcrr this particular case, we suggest that the propased cross-
slvpes be modified to be closer to the exzsting. If the min3mum cross slopes af 2% Gannvt
be met, a design deviati.can with the prvper justificatfon will likely be approved.
Gloria
-----Original Message--_-°
From: Susan Murphy [mailto.smurphy@clc-inc.cvm]
Sent: Tuesday, Dctober 15, 2002 10:14 AM
TO: GMantz@spokanecounty.org
5ubject: Prairie Orchard
Glpria:
would you be able tv take a lvvk at the 5ept. 27th 2nd submittal on this
small project sa we Gan andieate ta the developer that he can keep his
schedule far paving? If there is anythang autstanding, we will take care of
it immediately. Thank you far yaur help.
Susan
1
i '
Ma17tz, GIaf la
Frcam: Mantz, Gloria
5ent: Wednesday, September 04, 2002 9.39 APV1
To: Susan iVlurphy (E-mail)
5ubject: P1885 Pra3ne Orchard-Reuiew Letter#1
5usan,
In my letter dated Augusi 27, 2002, I asked for a basin rnap for Vera Crest 5ubdivisivn t6 verify that the basin taoundaries
of Prairie Orchard were cansistent with the drainage design of that subdivision. We have discovcrcd that Vera Crest was
platted in 1978 and rnast likely a basirs map was nat prepared fpr it as we cannot find it within our files
Basin an the contours of the Prairie Orchard basin map, it appears that runaff from the back oF the ]ats of Vera Crest
Subdiuisian is ]ikely to travel towards the proposed drivesvay approach. If this is the case, please revise the basin map,
4therwise prouide a statement in the repcrrt indicating that the run4ff from the back of the lais daes nat drain towards
Praarie C]rchard.
Thanks
Claria Manfz, P.E.
Pfan Reviaw Engirreer
Spokane Gnunty
Divisian vf Engineering and Roads
(509)477-3600
~
r
S ~ C] ~ A N C7 ~T ~T Y
F]iVL510&i C]F F-AdGINEERING ARID RDADS A I71VISEO1+1 OF TF3E PT3Ei.IC WC1HK5 L`lEPA12TMENT
QLlgl15t 27, 2002
David N Itandall, P.E.
CLC Associates, Inc
707 W. 7~' A.ve, Suite 240
Spokarie, WA 99204
L7ear I3ave:
Subj ect: P1885 Praine C}rchard
Road and Drainage Plans- lst Submifital
Dave,
We have reviewed your AugEast 16, 2002 submittal of the rraad and drainage desigrt plans for thbs
project. The f4lIowing items need tv be addrressed or resalVed prior to acceptance of the plans:
1. PrvVide a crass-secrion for Bua-ns Raad.
2. I`Yie widening calculations shoru large grade breaks between the existing and new raad
sectians. For example, at Station 18+50 the sImpe between the centerline and saw-cut lzne
zs fl.D°/v and 4°/v between the saw-cut line and the curb.
3 5how t}te rQad smprovennen# limits in the title lalock for 20 Avenue.
4. Prornde abasin map for y°era Crest Subdivision.
5, The Sowstnng calculations indicate that Pand C{k3asms 2f5} requires aType A drywell.
However, the plans and the summary fables in the report do nnt indicate that one was
provided.
6. Consider dividing Basm 5 intu fivvo sub-basins, as it appears frorn the narrarive that the
runoff from the entire Basin S is going ta Pond A and also to Pand C.
7. The repvrt indACates that the runoff from Basin 4 decreases with develapment. Please
explam.
8. Venfy that the aperations & Maintenance Manua1 is cansistent with the prdpase.d
drarnage faGiliries.
9. Proride a draft copy af the horrieawner's assocxation CCBiR's.
10. Plcase subrrut a typical swale detail with each lat glan.
if you have any questians abaut this reuiew, please contact us at 477-3600.
5ancerely,
Tohn V. Hohrnan, P.E.
r7evelopment Services EngineerlManager
~
{Glana Mantx, P.E.
Plan Review Engineer
cC: Bryan 4Valker, Tarnlrnson $laek Valley - project applicant
Tarnmy ]ones, 5pokane C6unty Plannmg
~;'ze c,
1026 W. Brnadway AWe. + 5pokane, WA 99260-0170 ■(549) 477-3600 PA3C: (5o9) 477-7655 (Znd FioQr) 477-7478 (3rd Floor) • TDD: (509) 477-7133
August 15, 2002
cLC #s02o1so
Spvkane Cnunty Pub9ic Works C L C A 5SC3 C I ATE 5
Engineering Develapment Services ~
1026 W. Braadway Avenue
Spakane, Washington 99250-4170
Attn: Glaria Mantz, P.E. ; ~N~iNE~t
RE: Prair're Orchard - Street and 5tnrm Drainage 5ubmittaa
Dear Gloria
Enclosed please find the follvwiRg, submitted for yaur review:
■ A completed, signsd submittal checklis#.
• flne capy af the street and storm drainage plans, stamped, signed and dated by DaVid
Randall, P.E..
• C7ne capy af the drainage repvrt, basin maps and calculations, stamped, signed and
, dated by David Randall, P.E..
■ Pavement design infarmation for 24th Avenue and Burns Raad, stamped, dated and
signed by F'aul Neisnn, P.E., flf 5Ti NartFawest.
■ A Temparary Erosion and Sadiment Contral Plan, as required by fhe latest Extension of
Tirne.
■ An Operations and Maintenance Manual for the storm drainage facilities.
An inspection agreement has been prepared and forwarded to the developer, a copy of which is
enclased He has been out Qf tawn with a family matter for several weeks, but will sign the
agreement when he returns next week. We wifl farward a copy of tfae signed agreernent as soon
as it is available. The maintenance of the storm drainage facilities outside of the Caunty right-of-
way will be provided by the Hgmear,vner's Assvciation (HaA) heing formed at this time. When a
draft of the CC&R's is available frvm the client's attvrney, it wi11 be farwarded to yau.
Please give me a call if you havs any questians. Thank yvu. ~ECEIvED
CLC A550CIATES ING. t} A~1G ~ ~i
F~ClA~,'~J~C ~UM'ENT
5Ri3VAE GC}17AW MGINEfRS QFflCE SPOKANE CCiUNTyENGINE,ER
. ~ 0
aavid Rar~dalf, P.E. pRLAIE~ # ~ '
Prvject Engineer SUBMRTAL. #
RMRH To caUNV ENGtiNEER
GG: fIEO
7137 WEST 7TH AYENLJE • 5LITE 20O • 5POKANE • WA 99204 • P 509 456 6840 • F 509 458 6844
QENVEF2 . 5POItANE • SALT LA1CE C17Y
707 W. 7TFf AVE. TF2 AN 5MlTTA L
SLlITE 200
5POICANE L]ENVER
WA5HINGT0N 59204
w socJ ase e840 5 PO ICA hl E
CLC AF 5'L79 458 6844 ~'L ~ I ~ ~D SALT LAIC~E C17"'Y
55~CIATE5
aPR 2 2 2002
oATE: ~Il ~11~ Z~ 4~h
PRQJEc-r
NAME:
PRC3JECT
ATTN: NLIhABER:
WE ARE SEhdQihlG:
Y,IENCLQSEO LlNaEF'$ SEPARATE A, QflClJMENTS I C6MPfJTER OISCS
PRiNT5 REPROOLICIBLES REPCIRTS OTHER
COP1E5 DESCRIPTI
1 ~50d6 ln~o 6V4
~ FQR YOLJR LJSE FOR YOLJR REYIEW FOR YQLfR APPROVAL 5EN'T PER YOfJR REiILJEST
, EMPRE55 ~IVIESSENGER PICKLJP , U.S. MAIL
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Mantz, Gloria
Fram: Mantz, Gloria
5ent: Manday, April 22, 2002 8;41 AM
To: Susan MurpYay (E-rnail)
Cc: Hohman, John
5uhject: Orchard Prairie
Susan,
As I was putfing away the Prairie Orchard basin rnaps, I noticed that in the post-deVelnped basin map there is a basin in
which the runoff does nat ap,pear to ga anywhere. The hasin receives runoff frarn the rear side Qf [ots 1 through G. I think
yaur intention rrtay be io haue the runoif from the back of lots 1 tftrough B and the entire lot 7 ga the praposed pond
located in Iot 7 along 24th Averaue HoweVer, the hasin boundary line alang the north and west boundaries a€ lot 7 indicates
ntheewise. Gan you please let me knvw rf my assumption is correGt*?
No sidewalk will be requirsd for the cul-de-sac
Thanks
Glcaria
I
a
7137 W. 7TN AvE. T F4 A NSMITTAL
SUITE Z0O
5POICANE 0£hVE#d
WASHiNGTO1V 94204 _
P 509 456 664❑ SRQK114'NE
F S09 458 6844
CLC A551,7CfATES SALT LAK~ ciTr
T O: ~IE~{Gh/l-~ 17 AT E:
PRCIJECT ~ GT r~ Omjl~tla
~
N A M1+1 E:
RROJECT
ATfN:
4L u 1VUMBER:
WE: ARE SENOING,
ENCLOSEO , LJNDER SEPARATE ~ 17OC4IMENT5 , COMPLITER ❑ISGS
PRINTS RepR6t7ldCIBLES REPORTS OTHER
CQPIE5 ❑E5G TI0N
I
FQR Vf7lJR LJ5E FOiR Y04JR REVIE►N F'f]f2 YOCJR APPROYAL "I 5ENTPERYOLJR REL]LJEST
ERPRE55 ~ ,ME55ENGER PICICLJP , U.S. MAIL
REMARKS:
C 0 PY TO: BY.
1 . ^
nA UWEST
Motenols Testing • GooteChnlCal Engineeflng
March 8, 2005
ALLWEST Projecf Nv.: 206-01$
Sandra Raskell 0 9 2005
City of 5pokane Valley ~
11747 E Sprague Avenue US~ ILJ WORKS
Spakane 1Jalley, WA 992[]8
Rrai~ie +vrchard - C~ ~ ~
Dear M5. Raskell:
ALLIlVEST Testing and Engineering has been requested hy Landwvrks Development tv provide
prvject cert'~'ication vn Prairie Qrchard as a prelude to City acceptance of the project. Inspection
pn this project was perFormed by STI Northv+rest.
The vriginally approved plans showed eight feet af widening along 20 Avenue and the 208
requirements were baseci on this vaiue. ppproved revisgvns ta the plan set lowered the widened
area to fiour and a haff feet. The current cvnffigurativn of Pond Aon 24"' Arrenue provides a
voiume af 192 C.F. I am enclasing the as-buift aaiume calculativns as well as s#orm water
stvrage r,alculations from CLC Assaciates far your review prior to our oertification submftl.
Testing records frvm 5TI dra np# shaw that a gradatrvn was run ara the CSTC used on this
project, bu# there is indication that a proctor test was performed. STI found the `E' mix used an
24th was aut af specification on both the 518" and1/2° screens. 7he pavement was placed
September 3, 2003. The widened area is not in a trave4 larre, nor is there any visihle sign of
failure. pLLWEST Testing and Engineering is thus unahle ta psoVide certification on the Class
E asphalt or the CSTC. Piease let me know 9 theee is any other testing we can do to facilitate
City ae.ceptance.
5incerely, . .
ALLWEST Testing 8 Engineering, LLC
6~
Bob Graham
Project Manager
EncV: As~buift pond voiume calpalatians
CLC storm drafnage cslcufatiorrs
Class E summary &heet
CC' Bruce Haward, l.andworks I]evelopment, Inc.
1010 N. Lake Road • Spakane, Washingtan 99212 •(509) 534-4411 ■ Fax (509) 534-9326
Projeci Name' Prairie archarcl NWerM Teang , C-eo*chnlcd ftinoWng
ALLWEST Project Na • 205-018
C7ate of as-built survey: 211112005
Water depth for caIc,s: [IN] $
5ide slope ratia. 3 :1
As-built bottorrr area: [FT21 275
Tvtal as-buil# perimeter: [FT] 70
As-built sloped perimeter. [FTJ 13 (soufh end only)
Volume wifh vertical sidewaEls: 183
Vofume gained frnr►i sidewafls• 9
I
Water depth fnr ealcs [IN] 8
Side slvqe ratio• 3 1
As-built bottom area: [FT2] 655.4
Tatal as-bud4 perimeter. [FTJ 112
As-bcailt slaped perrmeter. [FT] 105 (aflowance made for vert wal!)
Voiume with vertical sidewalls: 437
Volume gained from sidewalls: 70
1Nater depth for calc5: [IN] fi
Sicfe slope raba 3• 1
As-huilt bottom area' (FT21
Total as-built perimetec: [F1)
As-buii# sIoped perimeter• [FT)
Volume vaith vertical sidewalls: 0
Volume gamed from sidewalls: 0
' 'I
S 42/18/05 15:23 FA;L $09 459 6844 CLC A6sdC1aGe5, InC. - p 4•_ R402
.,xr•~:'*." , .J`
. ~ ~
. Y'
aralrrage CaIculafians 3ummary
~
Bows#rirrg Caiculahon~ have been included for indlvldu~l basirs to deternine the extent of stonn
drainage faCilities req6ired for the 10-year stcem everi#. Weighted °G" Runoff Coef€icients were
cafculated for each basin of less #han 10 acres as r-equireci by tne Spvkane County Cauidelrnes
for Sfcmmv►+ater Managsment. `I'abPe 7 prvvides the basin s'rxe, [o4af impervious area5, ard
runoff coefficients. '
Prvvided stnrage vmlutttes shown In the bawstring taicufations.vvere determined using the pond
battom areas, 3:1 side:slopes and aone-fvot dept.
'208' +CaIcula6ons i
. ' f
T'he `ZD8' sforage vnlume for eeCh basin was designed to a#equately coltain d°ie runoff creafed I~
by the frst haff-inCh oG rairtfait up❑n the street impervious area5 withir9 the basin it serves. the
provide~d pond hattom areas, aRpng with a water quali#y treatment to a depth vi eigh# 'rnches with i
31 side siopes, pravide the tvtal vdlurrte shown. Tabte 2 surnmarizes lha requirements and
~designs at the pc,nds byr basin.
~Tsble 2-"208' Araa and Vqlume Sumtnary . f;
! - -r--" ly14. ~1•1r ~
r • • : ~ f ~,~`~;„a' ,'r: y:' ~ ~ ' • = , • `208' ~Fo~td • ~ ~aiit~FO~'
uM'rt~,e~a~s,, ' ;12t~S"Vvtumo '`2~' Volpr.ne Ar'ea~Pr~vvid~~~ • ;Fei~acieter
ke~pi~d
in,e (CF) provide'~ (~'F) de~`'~~~,
~.~.51A ~ 3,500 p . 346 ~ ' 248 ~I 370
f .
' 'GIB ~ 12.000 ~ 500 ~ 583 750
119.7
°208' impenrlaus area'mnsists of street,area and drPveways at fiODSF per dr'rveway.
. ,
. i"vta! Stormwater Storage GaIculatinns . .
In addition to the `208' Stvrage requirements, the tataf starmwatar storage for the 1 Q-year design
starm was a1so cansid~red, EaCh of the ponds in Prairie +Drchard will have the capacity to
, corttain the required vafume of the 10-yeat design siorm. In addition, tha 50-year design s#emm
, was akso exammed to verify tha# the 5ayear everrt ooutd be sEored in the pond ss designed.
'This anformatvn es sumr,riarized in Yable 3,
9 , • .i
I+ M1 ' il~~
a GLC Assodafe&, fnC. ; 3 _ Pralrie C7tehard
I
42sI3l05_15:23_FAI__509 458 8844 _ CLG rlU2Qj4tes,_Inc. 10003
~~.,.,.~.Y~.-=:-~~s -
s ~s
r ~
F Y ~ I -
Table 3- Stormwa#er Stprage Vorurne 5ummaryi
' ' ' ' ' . ` ' ~ , ' , , " , ' • , , : ' . • . ~
f , , • , : ~.~~p~,y~~'r•~d5ayyear Starage. Vd)ume SUrnmary,
~ . , , ` ' ' . . ' i " ' } • , ' -
Basir'r Pdntl' • 1,V-yearVorume 50-yaar r%(txlUme• Portd wolrime •#;ofl~ qi~s ,
'F~eq.uin~l"(CF', Required','IPF) p, ' A~4,GF] ,
• , rr~vidi~d . •R~a"c~t~i~'sd~.
. i • ; . i . . e i. ' j
4 E3 31:3 - 58D ~ '530 - - 1 douh3e
and 5~ A 85 408 C 408 ,2 daubic
''~olume Prpvided is based an 3:1 side slopes and V depth; (Aree)('I+ (perimeter){1.5 ft2} , .
►nrLEr c~LCULa,rIonts ,
INet caIculations were perforrned in general accordarice G;M and W.S.i]_O.T. Hydrauiic
Manual to determine the runaff received and by-pass #Eaws far each inlet. By-pass flQws
calculated fbr the inlets on Gnntinuaus grades were added to the foilaWing downgrade inlet. The
analysis shQrvs that pond `A' Coquires one 5" tYRe 2 curb 3nlet, twa 6'tYFe hcurb in9ets and three
'4' type 1 curh inlet Pand 'C' requires twa 6' type 7 curb inlets.
' FLaOflED wrnrH cAtCUI-a rIOrvs
f1 dfegram has heen a##ached to the Appendlk of thiS repork depicUng the warsE case far the I
, flvoded width CalCuiatioras. The SC-year starm p►bduced a flooded width of 7.6 feet adjacenE to
, Pond A, ~ cOuc[.usr+au
i
f*s demonsirated by #he cafculativns and body of th"ts report, the stvrrn drainage facifities
~rovided in this design will adequateiy rem4ve from the sEreets, s4ore and dispose of the ,,~tormwafer fram the . si#e fQr the 10-year design storrrt a.5 required by+ 5pokane County.
1Calcufation work9heets for the 50-ye.ar stvrm event have been pravided ta evalUate fhe
, perforrrsance of the desigrted drainage facilities. Addlt]pnallyr th0 required '208' treatmrtt area
is provided forlhe runof€ frorn #he staeet imperrivus areas.
~
i
~
E
' . ,
CLC Assomtas, irr- ' 4 Pralrie Orchard ~
, ~ . . ~ ' • 1 - I
i i
1 .
I
1
<
PEAr( FLCJ'IN CAi,ClJLATiC3N PRDJECT: Prairia fJrchard [3L7WSTRINC3 METWC)D PROJEGT: Pralrle QrrJiard
50-Yeat [3osigri StDfm i' ❑ETFJkEtFOM1I BASlW [1ES1GN 6a,.S(It Z 3 arn15 ~s
DE51GNER 31tRA -
_ _ - - - - - - - - - - - - - BASl11: 2, wxJ 5 - - _ - - - pATE. 1 &Feh-0S c
Tot. Area 5[3,9$3 3'F 1_31 Pu:rw r . _
- I mP- Ama 20.157 SF 'Ti me'! nuement frnhv} 5 - ~
- r T[mB vF Cvnc. (mfn)• 5.72 a
C = 0.42 Lrwrts 0.16 Qutl'knY (cfs) 2 .
- ImP- D.80 [7eslgmYear F[nw 50 s
CASE S Ars9 lartcts) 131 c
ImpenripusArea(sqR) 20157 ~
~ 190 R. dveAand Flousr 'C Fabtor - ' 0.42 - • - s
l4rezS ' C 0.543 a
`
Gt 6 0.15 • "2W fm p.1lsse 3,570
L ~ 1&0 R. ~
n= 0.4[70 rtmo TirriE tnt. In[¢ns. Q Clevel_ Val.In Vol.4u1 Sfvrane ~
S• 0.0660 (min) 9t~ ~iNEu) cfis cu (r~ 113
~ - _ _ , .
5 72 343 4.35 2,38 1995 GBfi 468 -
'fC = AX min.. by EquafiDn 3-2 of GL"elnes -
5 3Oi] 4.58 2.49 1t)!14 600 400
200 R. C'udtBT Ilow - , ~ iD BUD 3m 174 1246 4200 46
15 9Qf1 2.45 1.33 1353 isoo -447 .
~
Z1 = 50_4 For Z2 20 12010 1 98 1.0 1436 2400 -984
22 = • 10 Typa B= 1.9 28 150a 1 BB 091 1476 300D -1524
:
n= • Uis RolE8d=3_5 30 1800 1.46 0.79 751D 3800 -2490 i
5= 0.0160 35 2100 1.30 0.79 1565 42flft -2634 r
40 2400 1_19 0.65 1S27 48tX3 -3973 _ t
d= 0.194111. Flow YVicnh 8.7 fL r•r 45 2700 1xg 0.59 16ti9 5400 -3732 e
50 340f] 1.00 054 1sm sow -4307 e
SS 3300 0_92 050 1713111 6'9W -48E2 !1 R ❑ Tc 7e tataf I _Qc 60 , 315[Ii1 p 86 'Q.de 11777 720[] -5423 ~
go - 0.10 2.38 1.35 - 5.72 4.38 23B -86 3900 ' 4 83 Q_45 18l1 7800 -5989 c
_ ?il 4200 0.80 0.43 7$76 &SOD -6:524
(2peak fnr Cass 'i = 238 ds 76 4600 0178 0_42 1558 9o0lo -7044
80 484D 0.76 6.41 2003 9600 -7T.a97
- • 65 5101] 0.78 0.40 2469 19200 -8131
gfi Wfl , f]_TO ~ 0.36 3095 10800 -87M
c,asE a ss 5700 0.69 037 7167 Itiaao -9219
lcia an¢a a.aa 0.37 2260 +2000 -ffr40
Caee 2 assumes a T'irne erF GoaCanUagan ress than 5 mfiutes so #hal th[s
peak ibw °.90(4.5$)(lmp. Arar~a) = 1.81 cTs . '20$' TREAi'MENF FaEQEJIFtER4ENT$
. r ' Mlnlnwm '208" Valurne Requfred ~ 145 cu ft A:~,, j
F'ro+rided TreatrneN Vo1urRe 248 cU ft
Sa, ihe Peah aow fos theBasin IQ tha grnatBr af th$ hvq Flows,
2.38 Cls
• f?RYW ELL REQl31REM EfVT5 - 54 YEAFi GE8IGPd 5TORM
- , MirlImum 6kxo~e Required by Bov~al~ 4~D8 cu ~ ~
Frc~vided 5ta+~ a Vvluma 4[)6 9 cu 11 '
~
Nurnber and TypB o1 Dryntnetls Specified fl 9in41c ,
l , ~ 2 OcxMB
. Project No.. .a020389A
Psoject Name: Prairie Qrchard
JWITAW N vRTHWEST Lab No.. 1072
Samp2e Date: 09104103
Sample Location 24t' Ave
CLASS `E' ACP L--ABQRA-7C]RY TESTlNG-RESULTS
Gradativn; (ASTM C-136 & C-'! 17)
SFeve Size % Passing Specificativn
1-114" 100 100
1 pp 97 90-1 QQ
518" 91 67-86
1 /2n 84 E0-8Q
1J4" 62 40-62
Na. 1(] 39 25-40
No. 40 18 10-23
No. 200 7 2.0-9.0
Meets Specificafians: 1'es ❑ N❑ ~
Percent Asphalt by Weight of Allix: (NCAT Method)
6_77
Rice Spe+afrc Gravity: (ASTM 0-2041 )
151.0
Aaui T. Nelsnn, P.E.
Laboratory Supenvisvr
lUl15/UZ 1b:57 FH1L Vl.ti A6sflC18Le&, iIIC. E~IUUl
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707 wast 7°i AYertue, 5wte 20t3; Spokarre, WA 99204
t5097 458-600 (509) 45s-aa" 4Faxa
FA)C TiIAN51WIITTAL
oaTE: ~ ~/o~ _ P~aGES: ~ INCf~LiAINt' CC]VE'F~ SHEE3
Ta; FAac` 477-7la45~
CQMPANY. L-V PHQNE:
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infor[nabon m pvatibkd. Tnarik you
, 10/15/02 16.58 FAI CLC Associates. Inc. ~ 009
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~ 2048.48 ~y
2Q4~8.64 otG1N CURq AND GUTTE
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= GB 19+60.96 = GB 19+60.2fis i
2035.50 i 2035.59 ✓E ;
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f~ ROR[1V41AYWlLiENIRlG SPREADSFfEET Ins3rucrdans..
A Shadad CelLs are oalcufalad aufnmaucagy
PrqBC4 Nam@: Prairie f7tchard B. Capy the emmple lines as many tlmes as rueressar'r {r[ews 13,14 and 157
C I npullhe nan-shaded dalA
RaIB' 9fl115122 D Chetk Curb sinPe hehs+aen 6ta , sl[pe Bhiiuld 6e 'A 1lufl 4 5%. sse engr, If Isss
E. Ftsmambar to tome lvnpalnls when streel Is ex7remely Ilai
8y QNFd F, For Shtkvr+ fypu sn 1he raap rtefmher le 1DO0 tw iDfQa tlo no1 typa Ute
Slope DiHerential ~
09ttireen Exlshng Stailorr Flevetinn Dcsgance so ' E[eva9on L]isL Frtarn Sa►vcut Cefected
end pmposed a1 CL Sawcut at Sawsut to Et7P EDP
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-ti s7% 17*00.ao 2o45 35 105 znas Is ~vko a 211144.e4
17+50 o0 2042.40 105 2041-80 t, Cl a 5 2u41 52 35
~ •0.91°Ao 16+0D.OD 2p3915 105 203$.97 2038.76 2 ~P
uo
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r-Le ASSoCiATEs
September 27, 2002
CI C #5020160 RECEIVE '
Spakane Caunty Public Works SP ~ Q 7,002
Engineering aevelopment Services
SPOKANE COUNiY ENViEER
1026 W Broadway Avenue
5pokane, Washington 99260-0170
Attn: Glaria Mantz, P.E.
RE: Prairie i]rchard - Street and 5tnrrm drainage Subrmittall #Z ~"~BUC DocuMENT
Cd}UHN ENGINEER'S OFHCE
Dear Gloria: PRO,lECR#.%'„ AL
In response to review yaaar reaiew cornments in a letter dated Au(iust 27, 2~~kk"Ispg~ ,
itecns have been addressed: ~ FIEMRIV To COllM ENGfPJEER
1 A cross-section a# Burris Road has beerr added tv the plans.
2 The widening calculatiaras and the profife haue 6een corrected ta nnatch the actual roadway
surFace. The top ofi curb elevativrrs were then adjusted to miraimize as much as possible the
grade areak difference an eleuativns frnm the sauvcut Iocation to the edge af the proposed
pavemenC Due to the existing road cvnditions and the limited width of new pavement, t'here are
several lacatians where the grade break is greater then 1°'a.
3. The road impravement limits have been added to the title block for 24Ih Avenue.
4. A basin map for Vera Crest subdiVisian was not availahPe in the Gflunty file. However, a site
visit and same pictures have caarified, the area contributing to the prvject from offsite A map of
trhe present drainage patterrrs ira the existing subdivisian has been added to the basin map.
Seueral pictures are also included in the drainage repvrt.
5. The bawstring calculatians for F'ond C haVe been mvdified #o indicate a peak flaw, not a starm
►rolume, as Pvnd C dves not a have a dnywweH in it. Pand C is used for "20$" Treatment and it
functians as a"inlout" treatmerrt swale discharging to the gutter INne once the depth of the
stormwatar reaches 8". The peak flaw ca4culativrrs were used to analyze inlet capacity vnfy.
6. Basin 5 has been divided into two sub-basins, 5A and 5B, and the calculatioras haVe beera
revised accordingly
7. Yhe runvfF from Basirr 4 decreases due tQ the decrease Ivwer "C" number for the yards vf
Lvfs 9 and 2 Though the back half of the huilding fvotprint for both lots has been incorpvrated
intfl the "C" value as imperuious, the lawer landscape "C" Versus a higher °C for meadow
7137 WEBT 7TFi AVENLJE • 5LJITE 200 • SPOISANE • WA 99204 • P 509 458 6941] + F 504 459 6044
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0$I27I02 FRI 13:38 FA% 6i19 8 tq a:125 SFCIKANE VALLEY FIRE DEPT
[6oa2
R~J21r'm2 12-55 FA% _ CLC AssoCi&tes, Iuc_ R402
FlrG ~~~tr'l~~ ~pproVa1
~
Date: Seprtcmber 27, 2402
Tv: SFOXANE COL3NTY
Development Enghic.,~ing 5ervices - Fhone No. 477-3600
" A DivisiOn caf E.nemeeriag and Rnads Fax No. 477-7655
Frem: SFOKAM C[3UN'!'Y
Fire District No, 1
10319 F Spaa,pe Avenue Phape Na. 928-2462
Spokmne, WA. 99206 Fag Nv. 892-4125
Spokme Cotuny P1955
Prvje+ct No:
Project Narne: Prairie Orckard
5nbject: Fire I]istrict Ajpproval
I have reviewtd the major road clemtats wn the above no#ed project with respect to geom.stry
(such as travr-l widths and tuming radii), gmde*, *wmmim~llPl7BL1C DflCUA~~~~y ~~1~
acc~5, aa~d fnd tl~em~ ta be a,ccc~pt~ile. SP[}iUANE COUMY F.IIGINEER`S QFF1CE
'RRI~IE ~ ~
Sisicarely, Sl1flMTlTAL # _;Z
RE[URN TQ GOU11TYENCLNEftR
Name Date Title
09/27/02 FRT 13:33 [mXrRX No 79501
RQADVIIAY WIAENIid'G SPRE140SHEET Instnrctions
A 5haded Calls are calculated automaticaAy ~
Praject Name: Prairie t3rchard B Copy the example linas as many iimes as necessary (raws 13,14 and 15)
~
C Input the non-shaded data
Date Se ptember 11, 2062 a. Check curEa slape betwesn sta , slope should 6e'than Q 59"v, see engr If less ~
E Remember !o force lowpafnis rahen street is exlremly flat
$y. ❑NR F Far SSaYion type in the raw number te 10170 €or 10+04 da nvt type the
5tatinn Elevatlpn Distance t4 ElevatEOn 5lape CL Qist Fram 5awcut Calculated Elev Calculated Elev 5elected Sawcut tsa Slape at Gurb Top af Cur6
at CL Sawcut at Sawcut trr 5awcut to EOP at EQP [-2°fo f'vm at EOP {-4.5°/v frflm EC7P EflP Between Elev
If[1 Iftl '(ft) sawcut to EOP sawcut t[a EC3i' Elev, °/o Grade 5tations
36+50pQ 2Q48 54 105 2Q48 48~ 1.529"ar 8 2G48 32 2048.12 204814 G -4.25°fo 2(]48.53
-6.31°r6
PL 1 B+fiS 88 204770 105 204748 210°c 8 204732 204712 2047i5 ~ -a.12% 2447.54 ,
' -6 73°/a -
17+00.00 2G45 35 1 0.5 2045.15 1 9096 8 2044 99 2044.79 204464 -3 8$°Ia 204523
-6 64°Io
17+50 00 204200 105 204180 1.90°Iu 8 2041 64 204144 2041 52 -3 50°/0 2a4 1 91
-5M%
18+0000 2039.15 96.5 203897 1.719"0 8 2038.81 203861 203876 -2.63% 2039 15
- -3 72%
18+50.00 2037.40 105 203725 1.43% 8 2037.09 2036$9 2(]3690 -4 37°/0 203729
a,.. -160% 19+DT0i1 203658 105 203642 I.529'o S 2036.26 2035.05 2{]36.10 -4 00% 203649
-1 44%
19+5{}.0(} 203590 105 203568 2 1496 8 2035.52 2035.32 2035.38 -3.75°/a G,~ 203577
-{~1L]V%
CL [7RIVE 19+60 36 203574 105 203550 2 29°e'a 8 203534 2035.14 203520 -3.75% 2035.59
-1.81 Q1a
Pl. 9 9*8$ 5fi 2635 22 10.5 203498 2.2996 8 203482 203462 2034 70 -3 5f7°Jo 203509
-1 92°/0
20+00 00 2034 97 105 2034.75 210°lo 8 2034.59 # t 2034.39 203448 -3.37°/u 2034.87
~
~~CIA. PUBUc DOcuMENT
sPoKANE cOUNnrENGiNEERs aFficE
I~ VAL
~ ~
suBMrrT& # RE7rURN ~O CaUNTII' ENGINEER
ventl pn4ects+d990tB8 chub4uckie:cd5pave widenlnp x1s Ms12002
CLC Oesim 5 13 PM
4 '
QFRCIAL PLIBLJG DOC4~~~S.'J
SROKANE COl1AiTY ENGiNEE-RS 0y RCE
Submitta! Ch~ecklist - Submittal # ~ ~F~~'~ ann far Road & i3rainage Prvjects in Spolaoe County - Plats! ~*S, ~ To Cou~r ENGiNEE'~
Thrs forni needs to be irzcluded wrth eacla plan submittad to dhe Spokane ~'vunty Engineere.
Project Name: ~0iP_iG L``-JZ__r-RARb
Spoka.rde Caunty Praject No . PE-sSE~S -01 Date
Prvject Engineer: PAV 10 DAL'L_ Phone: 45E) ,040
,
Froject Applicant. Lt~J)LWP_K5 17~51eLOPAIEVr Phone: G Z2 -7~00
qo UuAL*_Z~
_ A. preliiniaary Precess
Pnnr to submittal of'rQad and drainage p1ans, the follawing events are tv have already Qccurred:
~ An "Agreement to Pay Fees" has be.en subanitted
~ At Ieast one Pre-Design Meeting has been held with County stafE'at the Engineer's U#~'xce
B. Road and Drainage Pian Submittal
The items listed betaw need ta be provided as a rninimum with each road and drainage plan suhmittal.
Ikem pescriptian
R"Yes Road and drainage plans, one set
g-`Yes Each plan sheet Qf record is signed and dated by the project applicant
V`Ces Drainage reparrt, ❑ne capy.
9"i'es The pIans, drainage r€par-x, basin maps, and any vther calculativns are
stamped, signed and dated by an engineer licensed in Washingtan
N/Yes 0 Prev* C] N/A Inspection agreement between the proje.ct applicant and its engineer.
VYes 0 Prev 0 N/A Cieatechnical repart, ane cvpy (Include all soil test pitlharing logs)
VYes 0 Prev I] N/A Structural paVement catculations, one set
&'Yes 0 Prev N/A Csvss-slape grade calculations - far road widening projects_
q Yes 0 Prev VNIA FFre district approvat for private raads
VYes C] Prev 0 N/A Lot P[ans (required for eVery lot with drainaga easements)
0 Yes B Prev fjY'N1A Any appticable State and Federal permits were ohtained (i e HPA,
JARPA, etc ) and a capy of the conditi4ns is included ira the plan
subrm'ttal.
V"'Yes 0 Prev 0 N/A Maintenance manuaF and sinking fund calculatiQns Far privately maintained
facilities.
0 Yes 0 Prev VN!A A draft capy a£ the Hvmeowner' s Associatian CC&R's:-X _ - -
0 Yes 0 Prev &-NIA Draft easecnent dvcument for any easements. 00 p{~~+e e5,mtb
iKYes 0 N/A Erasivn Gantral Flan tv be included with each road & drainage plara
submittai.
C] Yes 0 Prev VN1A Sight discance analysis W(QC~ ~06 24+11 NC? 0-)TEe5ec--nc~U5
*PreV = Previously accepted by the Cvunty Engineer --44 -k-0 p
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6 GCkiornN
AAti7r1TO r aVement Les1g'1P
l~
DARWin Pavernent Design and Analysis System
A Propraetary AASHTOWare
Computer SQftware Product OFRcIAL PuBu~ ~~CUt;lENr
G1c SAOltIWE CDUMY ENGlNEER'S aFfICE
707 w 7
191MAL
Spakane, WA 5 '
USA MWECT #
SUBMITTAL # I
Flexible Structura1 Design Module . RETl1RN 1A CflUN11Y ENGlHEER
Flrexible Stxuctural Design
18-kip ESALs C3ver inrttal PerFpemance Fenod 59,527
Inittal 5erviceability 4,2
Termirial Ser►>>ceabihty 2 25
Reliabtlity Level 90°/o
Overall Standard De►•ia#ion 45
Rvadbed 5vi1 Resilient Modudus 10,000 psi
Stage CvnSTeuctron 1
Calculated Design Slructural Numbet' 1 93 in
Simple ESAL Calcvlation
Performance Penod {years} 20
Two-Way Traffic {AL)T) 2,173
IVumber vf Lanes m Design I]irectBOn 3
Pereent of A21 TruGks in Design Lane I UD °/a
Percent Trucks in Design Direetton 50°/n _
Percent Heavy Trucks (vf ADT) FHWA Class 5 or Greacer 05%
Average Insti al Truck Factor (ESALsltruck) l.5
Anmial Ta-uck Factor GrawnH Raie D°Io
Annual Trucfc Volume Grvwth Rate 4%
Growth 5imple
Total Calculated Cumulattve ESALs 59,527
Sp@Clfle(~ ~~~er DeS1gI1
STruct Drain
Coef Caef. Thickness Width Calculated
Laver IViatenal Descrintinn (A) Mt Wil(inl Lf1t) SN in
1 ACF-C1asSA- 42 1 2 - 0 84
2 ACP-Class E 0.42 1 2 - 084
3 CSBC 0.14 095 2 - 027
Tn1a1 - - - 6 00 - 1 95
Page 1
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~ TECHNICAL REFERENGE B
- ~ 5tructura! Pavement []esign of Flexible Pavements
• Cvntract with a private firmllabaratary tv perform the MR testing. Sail samples need
~ to be obtained, and sent tv the private lab fvr #esting.
~ ■Obtain sail samples and have a'WSDOT lab perform the test wvrk. WSQQT will nat
I
perform the work directly fvr private deVeiopers ar cansulfing engineers; however,
they wilf perfarm the work for Spokane Cvunty. This wvrk can be requested through
~ Spvkane Caunfy if the work will be for publrc road constructian. Once Spakane
County receives the svil samples, the Cvunty will deliver them to a WSDOT lab.
r ■ Conduct in-situ testing of the subgrade using a nan-destructive deflectian test
f method. The results are to be reported by rvad statianing. The Spvnsor shail
acquire concurrence with the Gounty Engineer on the type of nan-destruc#ive
defiection test method prapvsed, privr ta conducting the tests.
• Index testing of soils. Far certain USC soil elassificativns, lndexed values can be
used to estimate the resilient modulus (MR), in lieu of conducting resilient modulus
' testing. The Index values are listed in the table belvw. Soil samp{ing to classify the
~ sail and recvrd it's lacativn, shall be dane in accordance with the 5vil Samp9ing
Procedure listed in fhis Technical Reference
5oil 7ype Resilient Modulus
per Unified Soil Vaiues (MR) PSi
. Classification 5ystem (L1SC) law-high range(')
' 15,aa(l
~ CaW 1$,OOD
~ 10,000
GP or GM 12,000
~ B,I~00
` SV1! 10,000
5,000
SP vr SM 1 anQ00
, Nate (1) The gradation and fines content needs to be considered when selecting an
~ appropriate MR vafue An MRValue near the iow end of the specified range for 5P or
5M is apprapriate for predorninately fine sands vr silty sand wi#h a fines con#ent
exceeding approxima#eIy 25°Jo. An MRvafue near the high end of the specified range
~ for SP or 5M soils is appropriate for prEdominately medium to course sands or silty
sands with less than 25°Ia fines. Fines content is the sail whECh passes a#200 sieve.
.i
Far the non-desfructive defleckivn test method a statistical analysis is needed, and is fo
include a graph of the tested resilient rnodulus values -vs- road statEOning (i.e.
loca#ivn). The graph shall be included in the design report prepared and submitted by
the Spvnsor's Engineer.
i
3
Spv4cane CQUnty Standards Page B-3
March 1999
~
,
~
~ NORTHWEST
re~
soiLS, rEsr►NG & rnrsPEcr►oN
July 31, 2[}02
Or7~~~'~ -F~- .
SPQMN~ ~upaY ~NU;, _
Mr. Bryan Walker ~
Landworks Qevelapment, Inc. ~itklECT
~~~MITTAL # ~ w-. -
clv Tvmlinson 6lack Valley
721 Narth Pines Rerad ;~MRN T~ ~GINEER
Spvkane, WA 99206
Re: C-70-S420267
Pavement Section Design
Prapvsed Prairie Orchard 5ubdiWisian
Spakane Gaunty, Washington
❑ear Mr. Walker:
We have completed the fie1d investigation and laboratory testing for the aboVe-
referenced project. The purpase of our evaluativn was ta assist yaur design consultant,
CLC Assaciates in designing pavements. Attached are Ivgs of the test pits excauated at
the site.
RESL1 LTS
The test pits were excauated at the Iflcations indicated on the attached sketch and
described on each individual Log of Test Pit sheet. The samples were obtained by a
representatiue af aur firm and are representatiWe +af the anticipated subgrade sails.
Based ❑n the test results, the predominant su~9 rade soil type classifies as SM (sifty
sand) a# locations TP-1 and TP-Z. Alang 24 Avenue, the predominant soi6 type
cfassifes as SP (paarly graded sand).
REMARKS
Services perFormed by the gevtechniGal engineers foe this project have been conducted
in a manner consistent with that level af care vrdinarily exercised by mernbers of the
profession currently practicing in this area under similar budge# and time restraints. No
warranty, expressed or implied, +s made.
2214 East RiVerside Avenue ■ 5polcane, WA 99242 ■ Phane (509) 534-9711 • Fax (509) 534-9755
p Divisinn n! CLC Assoclalss Ine.
I -
GENERAL REMARKS
We appreciate the opportunity ta be of service on this T project. If yau have any
qLV@5tID115 fll' need additiQnal informativn, please call us at (509) 534-9711 at yQUr
conVenierace.
Respectfully,
5TI Nvrthwest
` ~ ti.-.~ ..~J---+~-•-_-. QR'~ .
Clint Wilson, E.I.T.
5taff Geo#~chnic Engi r
3~
~ ~
Paui T. Nelson, P.E. ~ ExPIaEs: • ~ ~ ~
Assaciate
►4ttachments: Test Pit Location Sketch
Logs vf Test Pits TP-1 through TP-6
c: 5usan Murphy
CLC AssaGiates
cawlfltnlckb- P ldocuments12Q021s20D-s2991s02026TM2Q2fi7 subarade srnl fattBr
L(]G OF TEST Plr ~
NaRTHWEsr
PRorEcr: e-70-SO20267 TEST PTT, TR-1
Geotec'bnicai Evaluation T.QCATI(}N
Sail Type Veriiicatinn Burns Rd., STA 13+08 23' RT
Prairie Orchsrd
Spokane County, Washingtun
DATE' 7114l02 I SCALE: 1" = 4'
ASTM
Elev Depth D2487 Descriptinn of Materials WL Tests or Notes
2052_0 0.0 Sym}o]
STLT ~vith 5~L1VIy, ~ine tc~ medium grained, with * Percent passing a~DU
~4~51.~ 1.DI ll,~ r~~, trace nFCrrar~el, darl~ brown, damp to moist sicve: 7.7
I- ~rQ~~~n SP . PUDRLY GRADED SAND WITB SII.T, medium
to coarse grained, few snnts, with anbbles, hrown,
SIVI moist *
1047.5 4.51 (Alluvaum)
o_U ~I. GW WELL GRAI3EIf GRAVEL rwith SAND, medium _
~ to cnarse grained, with cobbles, brovvnish-gray wxth
~ speckles, moist_
(A11u►ium)
~
a
END QF TEST PIT
~
~ Water not observod ta bottaYn of test pit,
~
p° Test pit itnanediately backfilled.
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. LOG C3F TEST P17 , - ~
.'I NOR,KwEsr
PRd]ECT: C-70-SO20267 `T'EST PIT TP-2
G-cotechnical Evaluatian Lf]CATIaN.
Soii Type Verification 8ums Rii., STA 13+31l'14' RT
Prairie Orchard
Sptrkane County, Washington
DA"i'E: 7119102 ~ SCAI.E• 1" = 4`
A5T'M
Elev. Qepth D2487 Descrighon of Materials WL Tests Qr Notes
20513 0_0 SYmbQl
SILT with SANIf, medium to coarse grained, with * Percent passing a 200
Zi15D.3 1.0
~,I, roots, irace of Gravel, dark brovvn. sieve: 13.1
A (`rousoil) ~
SIL,TY SAND with GRAVEL, medium ra coarse
SM gained, with fine ronts, irace of 5and, with c❑bbles,
brown, damp ta maist. *
2046.8 4.5-1 (Alluvium)
a; 20463 WEI1L GRAT)ED GR+IVEL with SAND, medium .
to coarse ,grained, with cobYsCes, brawnish-gray with
~ speckles, moist.
(Alluvtum)
~
~
EA1Il QF TEST PI'C
; Water not ubserved tv tottvm o£ test pit
~
° Test pit immecliateiy bacl~'illed.
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. L(3G OF TEST PT7.
.#rff w~RPiwESr
PRO]ECT C-70-S024267 `I'EST PI'T TP'-3
Geo#echnieaf Evaluation L.OCATIdN:
5oil Tyge Verification 24th Ave,, 5TA 16+87 35' LT
Prairie Orchard
Spolarne Cnunty, Washington
DA'I'E. 7I19102 I SGAC.E. 1" = 4'
AS`FM
EIeV. Depth I}2487 I)escriprion af Materials WL Tests or Notes
2U4$.3 O0 Symbol - -
. U. SM IT_ SIIaTY SAND, medium tv coarse grained, with . *Percent passing a200
cobbles, bravvnish-grary with speckles, damp. sieve: 3.4
(AAlluvium) ,
PQORL►Y GRAiIEI? SAND W'ITH GItAVEL,
rnediun in coarse grained, trace Qf cohbles, dark gay
and speckled, moist *
SP (A}luvium)
0
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'v END OF TEST PIT
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NoRTrwESr
PR{3JBC'T: C-70-$420267 TEST PTT TP-4
Geotechnical Evaluxtion LQCATTQN°
Soil Type Verification 24th Ave., STA 18+00 33' LT
Praitie Orchard
Spokaae County, Washingtvn
DATE 7f14/02 SCAY..E: I" = 4!
ASTM
Elev. Zaepth D2487 Description af Maberials WIl Tests or Notes
2039.6 o.p Symbol - -
209.1 (J. UW WELL fiiRADEI) GRAYEL with STLT and SANIa, . * Perr-ent passing 200 sieve:
OM ~ -fine ta caarse gramed, with saots -1.5', light brawm te. 23
gray> $amp to moist.
(Alluvium)
SP POQRLY GFADEIy SAND WITH GRA►VEL,
me,dium to coarse grained, wFth cobbles, dark gray and
speckled, moist. *
° 2034.6 5.0 (Allu►rium)
a
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~
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~
Test pit unmediately backfiled.
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, L(7G UF TEST P~~~' , . ~
jb'rS NORTHWEST
PROJECT: C-70-Si120267 '1'EST FI'T: TP-5
Geatec'hnical Eraluation LCaCA'iION:
Soil Type Verificatian 24th Ave., STA 19+78 39' LT
Prairie Orchard
Spokane Cpunty, Washingtan
DATE. 7f19I02 I SCALE' 1" = 4'
AS'TM
Elev. Depth U2487 Description Df Mateniais VVL Tests oa Notes
2036.8 0_il Symbol
I SILT with SANI), fine to mediun gmined, fine * Peresnt passing a 200
2U35.$ 1.0 I~' 1~.1 ~roots, tram of GraVel, dark hmwn, damp io moist r sieve: 6.9
CTuA5ai1) 1
PaQRLY GIiADEIf SAND with STLT and
SF "GRAVEL, fine ta coarse grained, larger roats, trace
5M : of cobbles, brawn, mnist. *
(Alluvium)
° 2031.$ 5.0
'
0 I GW WELL GRADED GRA~VEL with SAND, fine to
"o 2030.8 ~i.0 me.dium gmined, witb cobhles, light bmwn, moist f
1
+3 ~ (:411uvfum)
a~
ENl] OF TEST PTI'
~ Watcr nrat ohserved to bottom of test pit.
~
~ Test pit 'smmediately backfiRed
~
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. L[)G OF TEST PIF", ; - - 0
JbW tioRTHWESr
PRO]ECT C-70-SU20267 TEST PIT• TR-6
Geotechnieal Evaluatian LOCATIDN:
Suil Type Veriitication 24th Ave., STA 14+78 55' LT
Prairie Urchard
5pokane Caunty, Washingtan
DATE: 7119102 I SCALE. 1" = 4'
AST,NT
Elev Aepth I32487 Description oF Materials WL Tests or Notes
2037_3 a_0 Symboi
ImiL I I~~I SA1VI}Y SLLT with GE4AyEL fine t4 coarse
2036.3 1-0 1 grained, with raots, c3ark brown, damp ta moist.
- 1 ~QP~~) T
5P PflORLY G1iADED 5A1tiID with SIL'T and
Sm GRAVEL, fine to coarse grained, wnth roats --4',
with c6bhles, hrown, maist~
2033.3 4 d .-No (Alluvium) r
~ WELL GRADE1l GRAVEL with SAND, fine tc7
0 ~ y coarse grainegi, with saats, with cobbles, light brown,
tnoist.
(Aluvaum)
~
~'IW
^d 4 i IL
~ ~ ■
~ As
0
„0 SY 8 Y L. ~ .
~ ~ SIL`~~ ~AND wItfl (xRAVEl,, fiIIB tD G481'Se
0 grauled, with cdbbles,light brn~vtush-gray with
4.'"0., SM speekles, tuoisT.
U2
2022.3 15.a (AIluaiurn)
~
ENl] aF TEST PFT
~
~
~ Water not observed to battom of test pit.
~
CIO
Test pir imznediately backfilled.
~
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RvADwaY vuIoEuIruG spRF-AosH~~~ insbucbom
A. &Fr~dad Cds are cdcufeW sulornahcaAy
PrUJCCt Narite PC8i11e Ofcfh8fd 9 Copy ft mrrrple 1Er" es many Ume.s as reoeasary (ranrrs 15,14 and 15)
C. Inpsrt ft ror►-shat[o1' do6a
Date June 17, 2002 C] Ctwc& curh Wape 6ei+vwn aft,slope shaOd be > then 6 5%, see eW li hm
E. Remember to faw lorpofrsts vhen strget is extrerni*V flet
By F. For Statm ty~ n ft raw rnimber re 10DD fw 10*00 do rot rype ft
5tatron Eievativn C3istance ta EievatFOn ~Slo x ~Dist From 5awsut FAM ~la~; j!4! 5eler~ed et CL 5~ut et SawCUt G7 EC7P ~ ' s -i~ . ~~P ~ ~EIeV
46+5fl 00, 2048.9w 1 105 2048.50 8 2048 94 a•
PL 18+E5 58 2047 66 106 2047.46 S ~2047.10
17+00 OU 2045 60 105 204520 8 2044.84 't~ - - r t -
• _ _ a.
17f50 ao 2042 so 105 204180 8 2041.52 - - - s~
18*00 00 2039 50 105 203900 B ~2038.76
1 i9+,4 40 25737 20 105 203720 8 2036 88
19+04 00 2036 BO 105 203640 ~ 8 2038.04
- _ ~ •
19+50.00 203590 105 203570 8 2485 38
- - - µ F ~ ~
CL BHivE 19+60 96 203518 105 2035.48 - 8 _5k - 203520 . . - 1 ~
P~ i9+88.5fi anaa ss %5 2034 9e a 2034ao 20+ao.00 2035.00 10.5 zaaa 80 s 2034.48 ~
r• 4 ~
~ ~
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J vend pmfocis+desu+ss dMeW&sex~,."nmp m
[xc DOSO ~ ~ 4 3s PbY
1F
/
THWEST
x 1r1y Authorizati'on
2214 East RiVerside
Spakane, Washington 99242
{503}534-1711
Please revieus+ this informatiQn carefully to vecify the rnutual understanding and terms of #his Work Authorizatian
Aktachments applicable ta fh[s Work Authaeization are checked. Provisions af applicable attachments are hereby made a
part of this Work Author¢ation. Please return a signed original Work Authorazation to STI IVorthwest to authorize the work
to begin
I . PRQJECT [NFORMATION
Client'Name . Landworks Develonment. inc. Phone° ( r09) 922-7400
Brfling Address: cl~ Tomfmsan BFack V'allev, 721 Narth Pines Road: Snokane, Washsnaton 99206
C9ienYs Representative- Bntan Walker , Phone f5091922-7400
Representative's Address Same as above
Work Descriptiorr. Construc#ion msoection and ma#erials testina.
~~c~~.
y~^^lY'L ~I R 14'~l„'¢! 1
Y4 V■4 ~/~YY~'~R 1Tl~ ~V~~~ER~ OFFICE
Lacatian of Wark. Prairie C7rchard Sookane CoGnta. Washinaton
PiQ1EC'T m 117
BUBMMM~ '
~
Client Will Prouide- Anoroved otans. aermits. and oraceSsinp fees _
2 APPLICAHLE ATTACHAAENI'
Aftachments which a,pply to this Work Authorization, must be checked.
DE7AfLE4 DESGRlPTIQIV OF WORkC. 5EE ATTAGHMENT"A" ■ 5ee proposal letter dated 8-8-02
IVQTICE YC) QWNER' SEE ATTACHMENT "B" ■
3 F°ROROSED FEE BASIG SERVICES FEE. $4.425.(]0
4 EXECUTRUN DF W{]REC Al1TMGRIZATIDN
The CLlEfVT canfirms that he has received copies of afl applicable attachments as mdicated above and aEl five pages
of this Work Authorization form and that a!I inforrtaatarrn 6ncluded in the Work Autharization is tnue and correct.
CLIENT. Landwosks aevelooment. Inc.
By• Date'
ENGeNEEa STI NORTNWEST
gy- Title, Assaciate C7ate:
Date W A. Received from CLIENT: mate 1N A Proposed. Auoust 8. 2002
Job 6Varne. Prairie Orchard Job Na
STI VJORIC AU'CHC}R12ATfOiV
PAG£ t [3F 5
REV 091{]1
. 5 BASIC SERVICES AIVD SPECIA_ :RVICES Engineering BASIC SEFtVICES shall be those services wh3ch are wela defined at the time af execution Qf the WBRK
AUTHC?RiZATlQN and for which ST] hlorthwes#, hereinafter referred to as the EryGINEER, can esfafalish a fixed fee
maxirnum hudget to perform BASIC SEEtVICES Unless otherwise raoted, ttre BASIC FEE shall represent €ull
corripensation for perfarmanGe of the BASIC SERVfCES ❑n a ane #ime anfy basos The ENGINEER may perfarm
addttional services in additioR to the BASIC SERVICES when the scope of the work required exceeds the BASIC
SERVICES outlined in this Work Authorization, when applFCabPe, and NttaGhment "A" These additional services shal1
be referred ta as SPECCAL 5ERVICES and shaEl be perfarmed as needed or as requested by the CLIEIVT 4E his agent
an a time and expense basis SPECIAL SERVIGES FEES based on time and expense shal9 rrsean that the fee
charged is computed based an the tofia1 number of haurs required by each employee to accomplish the required work
plus an allowance for averhead and prQfit, plus expenses direetiy attributabfe to the job as ❑utlined belvw. Fees
charged for SPECIAL SERVECES shall be in additian ta #he BASIC FEE
fi FEES FoR BASIC SERVICES
The ENGINEER will present the CCIENT wifh an ifemiaed invoice each month for BASIC SERVICES performed the
previaus month. The amount of the BASIC SERVlCES FEE charged each mvnth shald be based an arnount of time
and expenses expended each mvnth but fhe aggregate af all BASIC SERVICES FEES charged on monthly mvaices
sFiall nat exceed the tatal BASIC SERUICES FEE autharized herein.
7 FEES FOR SPECIAL SERVICES
VVhen the services pravided by the ENGIAIEER are not included in the BASIC SER►JICES descrEption o€ work, then the
work will be hilled ta the CL,IENT as SPEGIAL SERfCES based on the arrrount of firne and expenses expended each
month to perForm the SPECIAL SERVPCES.
S COMPUTATIDN C]F TIME AND EXPENSE
To compute the TIME portion ❑f the fee, the total number of hours required by each emplvyee to accomplish Ehe
required wark shall he multiphed by each employee's job classifcation hgurly billing rate The hourly biiling rate shall
include the cQst of wages, payro91 taxes, personal property taxes, employee benefits, vffice rent, telephone charges,
rautme Postage expenses, check pnnts and dncument siae copies used internally to prvduce #he work, depreciafian of
equipcnen#„ miscellaneous office and drafting supphes, cam,puters, plotters, survey equiprrAent, software, administratiVe
overhead, and profit.
The maximurn hourly billing rates ksy jp6 classification are as fallaws.
Job Classificatian Maurlv Bdlinci Rate Joh Classification Haurlv Bilfina Rate
Principa9s $130.00 2-Man 5carvey Crew $105 D0
Assaciate Planner 1000[l GP5 Equiprnent (in additivn ta crew) 90 00
5enior F'ra1ec# Manager 95 00 Ftegistered Land Surveyvr 85 00
Project Manager 8500 Technician 50fl0
ArchiUEngrlLandscape Archit. 8000 Clerica1 35.00
Yhe EXPEh1SE partion of the fee will be for out of packet EXPENSES directly chargeable tv the project Examples of
EXPENSES, which vudl be charged in addition to charges far tirne are as follows.
A. Prints or dacument size copies praduced fos the use of CLIENT or his agents wili he charged at trie foflowing
rates Blueline Prints (24X38) =$4 40IsheEt, Sepia 2nd Driginals (24X36) =$10 00lsheet; Dacument Size capy
(8.5X11 or $.5x14) _ $0 15lsheet.
B Travel related to the praject wifl be charged at $D 40 per mile
C. Per tiem E%PEEVSES for travel, Iodging or meals for CLC Associates, Inc, eroiployees when peesence o€ employee
is required autside the metropaiitan Spokane area wdl be charged at cast plus 1 0g1o.
IIllaterials purchased, equipment rented andlaP fees paid rrn hehalf ofi the CLIEIdT will be charged at cost plus 10°Io
E. Subcontractorslcansultants paid by CLC Associates, InG. ❑n behalf of #he CLIENT will he Gharged at cos# plus
'6 5°/0
5T1 WORK AUTHC]RIZATIC)N
PAGE g flF 5
REV [}11U1
9 MDNTHL'Y BILLING F'ftQCEDIJI iND Ff1RMAT
The ENGINEER will present the CLIEiVT with an snvaice each rnonth with BASIC FLLS [temized separately from
5PE+Cl'Al. SERIJICES FEES and EXPEIVSES. Charges will be itemized by category of ►rvoriC performed by all
employees ccallectively, but wil! NOT be itemized shovying each empfayee's billing rate and number of haurs warked on
the project Informatifln detaieing employee billing rates and the exact number vf hours worked on the CLIENT'S
project wilE be made available to the CLIElVT if requested Charges for E7LPEN5ES will be itemized monthly on each
invoice.
Manthly invoices are due and payable upon presentation and are past due 30 days faliowing the invoice date. Interest
at the rate of 'I l4°I'a per month will be charged vn all past due accounts with mterest being calculated from the indoice
date [nterest wiU be compounded rraonthly The CLIENT agrees tv pay afl reasonable attorney's fees andlor
collec#ion costs incurred to collect past due amaunts WORK MAY EiE SUSPENQED ON ANY PRO,lECT THAT
BECOMES 50 DAYS PAST ❑LJE WORK WILL N(3T RESUME UNTIL THE ACCOUNT IS PAID TC) A CYJRRENT
STA`fLlS
Within 3(] days after the invaice date of any iravoice senf by the E NG INEER to the CLIENT pursuant to this project, the
CLIENT shall give written notice for any claimed defic3encies, defects, or lack af perfarrnance with respect to sennces
coaered by said invoice, atheawise, said services shall be due accordmg to its terms as an account stated. The
purpose o# #his provFSian +s tv prov'sde a means of prampt nvtice so that the ENGIIVLER will not be prejudiced and can
act expeditiously to resalve any claimed defects, deficiencies, or Cack rsf perforrnance
10 ►4!lTHOR1TY
In the case Qf carrf[icts befween the WORK AUTHORIZATION form and its ATTACHMEtiTS vr AMENQMENTS, the
fallowing order shall preVail with the higher document taking precedence over a document listed underneath
A. A'MENpMENT to the WC)RK AUTHORIZATION
B. SPECIAL PROV1510NS to the WORK AUTHORIZATION (Aftachment "B")
G aETA1LED DESCRIPTIBN {DF WORK (Attachment "A")
D Executed WORK AUTHORIZATION fprm
11 GERIERAL PERFQRMANCE PRDViSIONS
R. 5Tf NORTWWEST, herem reterred to as ENGfNELR, agrees #v perForm professional services as described in this
WQRK AUTHORIZATION inGluding applicable attachments far the CLIENT, and the CLIEEVT agrees to employ
arad compensafe the EfVGFNEER in accardance with the terms af fhe WORK AUTHORIZATION
B. During the pertormance of services covered by this VlIOF2K AL1THaRIZATION, #he scape of the ENGfINEER'S
services and compensation thereon may be adjusted by mutually agreed upon amendments
C. This WORK AUTHORIZATION shall be governed by the laws af the aueisdictian of the project for which the work is
being performed or when there is na prajec4 site, then the aurisdiction where the work is perfarmed.
D. 1f, thEaugh no fault of the ENGfhIEER, work contempfated under the WORK AUTHORIZATION extands langer
than twelve months from the date af executian af said WORK AflJTHORITATIQN, the un-billed 6AS1C FEE (if
applicable), SPECIHL SERVlCES bifling rates, andbr expense items may be increased as mutualEy agreed for
eacFr year Che WflRK AUTHORIZATION remams in effec# past the first year, to reflect the increased cost of doing
business anrilor changed conditions.
E. This WORK AUTHORIZATION n-ray be termmated by the CLlENT or the ENGINEER hy giving written notice
ssven days in adaance of the terminatian date; by mutual agrteement; ❑r as a result af substantial failure ta
perform in acr.ordance with the terrns af the WORK AUTHORIZATION hy the other party thraugh no faGlt of the
terminating pactyr If, for any reason this VI1ORK AUTHORIZATION is terminaied, the EINGf NEER sfiall be paid for
the extent of services perForrned by him ta the terminatian date including reimbursable expenses then due.
F. The draw'sng arigiraals, electronic files, specifications, reparts, and general profecC files produced in pursuif gf the
work contemplated under this WC]RK AUTHaRI7-ATION shalP remam in ihe property of the ENGINEER The
CLIENT shall he entitled tv vne set of appraved blueline prints, specifications, reparts, efc, applicable ta his
partrcular WORFC AUTHf]RIZATIDN, as part of fhe BaSIC FEE. The CLIENT shall be entitled to additianal cqpies
andlvt second origiraals af drawings, specifications, reports and prvject files far the cost of handiing and
ST1 WdkK A[1T14ORT7ATfD'N
PAGE 3 OF 5
REV 09101
reproducfion af said documi,- provided thaf the CLIENT is m comF",=-' ;e vti+ith ather ferms of #has WORK
AUTHORfZATIUN, Tihe cosL~ ~~-zproductiorr af said additianal document~r,_,rfill b8 !rl Bddlti0rl to the BA51G FEE
ElectTanic flfes created by the ENGINEER 1n the production of the CLIENT'S work contains proprietary inforrrration
which is the sole praperty of the ENGiNEER. Electronic files sha€I be the sole praperty of the ENGINEER and wiil
be released ta the CLiENT gr the CLIEIVT'S agent solely at the discrefivn of the ENGINEER.
G In the event that the CLIENT pravides erroneaus irrf4rmation tcr the ENGINEER, crr reVises infarmation previously
proVided, creating a situatiean where the ENGINEER has perfarrned work that must be corrected by the
EIVGBNEER, then alf such work wiil be billed to the CLIENT as a SPECiAL SERVICE. lt is iurther understood that
the CLIENT shall hold the ENGINEER HARMLESS from afl Irabdities, whiCh may accrue tv the ENGINEER a5 a
result of said erroneous 4r revised informatian
12 ENCINEER FiESP❑NSIBILITIES
A The ENGINEER will act as the CLIENT'S agent wr#h respect to those phases af the project ta which this WORK
AIJTHOR1Z4TION applies,
B The ENGINEER will pertorm his work in a timely manner, but it is agreed upon betvveen the parties to this WLRI(
AUTHDRIZATION that the ENGINEER is not responsibfe for delays caused by factors beyond his control, or by
factars which ctruld nat reasonably have been foreseen at the time this WaRiC AUTHaRiZATION was executed.
It is agreed that °timely manner° shafl mean a#ime frame roughly equal to that faken by other engineers orr similar
projeeEs under simdar conditions, requiring similar approvals fram simifar ageneies.
C. The ENGfNEER wilf perFarm his work in accordance with generafly accepted professional practices and in
accordance wi#h available published standards o€ ap,provmg agencEes and rnakes no Dther warranty.
D It is understood that the ENGINEER shall be responsible for seruices provided by persvnnel in his direct employ
and #hat the ENGINEER daes nat guaran#ee the performance of any other contractQr assaeEated with this project
E. It is understoad that the ENGINEER rs na# respvnsible €or direefmg the GLIENT'S contractvr or €or scheduling
canstructian ac#iuities.
F It is understoad thaf the EIVGIfVEER shail not be respcansible fo coDrdinate with utifity companies far the design
and installation of efectrical service, felephane senrice, cahle N service, street hghting or other utifities which the
CLIENT may require.
13. CLIEE►IT FtESPDNSIBILITIES
A The CLIENT will provide all cnteria and full informa#ion as to his requiremenfs fvr the project. The CLIENT will
assist the ENGIAVEER by plaeing at his disposal all avadable wriften data pertinent to the site of the projec#
including previpus reports, ccarrespondence with public or private agencies or individuals, topographic maps af the
projeet area, pertinent boundary surreys and right-vf-way sunreys, sDils reparts, pratective crovenanfs, and any
other rr3aterial of a technical nature pertinent tfl the project site which may be required.
B The CLIENT wifl examine al# studres, reports, sketches, specifcatiflns, dravuings, agreements and cather
documents presented by the ENGINEEFi to the CLIEIVT The GLIENT will give prampt writtem na#ice to the
EPdGINEEF2 whenever he vbserves or otiherwise becomes aware of defects pertaining to the ENGINEER'S work
on the projeCt
Within 30 days after the invaice date of any invoice sent by the ENGINEER ta the CLIENT pursuant to this WORK
AIJTHQRIZATIDN, the CLIENT shali give wr+tten notice to the ENGINEER of any claimed deficiencies, defects, or
Iack of perf4rmance +ruith respect to servrces covered by said invoice, otherwise, payment for said services shaq be
due according tv the terms af the 1NORK AUTFiORiZATfpN, 7he purpose of these provisians are to provide a
rneans of prvmpt notice to the ENGINEER so thaf he will not be prejudiced and can act expeditiously to resaPve
any cCaimed defects, de#iciencies, or lack of pertormance
C The CLIENT wi11 designaie in vuriting a person to act as hais represenfative wifh respect to the ENGfNEER'S
services to be performed under this WORK AL1THqRIZATIDN Such person shall have authority to #ransmif
instructions, receive inforrnation for the CLIENT, receive and review the ENGINEER'S invoices, arad interpret and
define the CCIENT`5 palicies and decisions with respect to the ENGINEER'S services c4vered by this WORK
ALJTHaRIZATIQN.
$'P[ lh+C7RK t1L1Tf•iOR[2AT1[JN
PAGE 4 OF 5
EtEV 091{]1
D. The CLIENT will be respons~j" yd make proGisiC]n5 tor the ENGINEER'S,'- _ -I access #a pnvate fands as may he
reqsaired to perform requtred 4ces under this WURK AUTHORPZ4TfC?F I :
E The CLfENT will be responsrble far the preparatian andlor legal review af any canfracts ar other legal documen#s
which may be required in pursuit of work contemplated by this WQRK AUTHOEtIZATf0N
F. The CL9ENT wdl aduise his carrtractor of the contractors respansibility tn prafect al9 sun+ey stakes, monuments,
markers, and refeeence points, The CLfENT or his contractor shail be responsible to notify the ENGINEER three
working days in advance ❑f the requicement for the placement of construction 5takes, as-budt surveys andlor
Enspections. While it is understood by Ehe ENGINEER and the CLIENT that situations rnay aruse where three
wearking days advance notice may nvt be practical, fhe notice provision is established to aid in the determfrration of
whefher overkime charges are justified by #he ENGINEER [t is further understood that in the cases where proper
notice is not practical, the ENGINEER will make every reasonable effort, including mver-time hours, to
accvmmvdate tFre CLiENT'S schedule.
G The CLIEEVT will execute an a timely basis alf appropriate documents required pursuant ta the fuCfillment vf the
ENGINEER'S and CLIENT'S responsibilitres under fhis VVC?RFt AUTHORIZATIQN.
HThe CLIENT will prauide further irrforrnation ar fees on a timely basis, as required Thts in€armatian andlar fee
may include, but is nat limited to, the followrng
1 . Sewer T V. fees
2. Application and processing fees
3 Agency design review fees
4 Cost af printing and maifmg documents and reparts
5 Other fees nat specrfically d€scussed elsewhere in this WORK aUTHORaZATECIN
I. !t shalE be Ehe CLIENT'S responsibdity to make arrangement with apprapriate utility companies for the design and
installation of utilities which may 4e required to be instaEled cancurrenE with street, storm drainage, sewer, wafer ar
other facility being designed andlor mspeeted by the ENGINEER 5aid utilrties may include, but are rrot Iimited
tQ, electrical pawer service, telephone service, cabfe TV service, or street hghting
J. It is specifically understood that the CLIENT has not retained the ENGINEER as a construction manager
respansible for directing the CLiENT'S contractflr andlor scheduling construction activities. The GLEENT shall he
responsible to praaide his contractors with cwrrent apprvved plans and specificatians.
13 WORKING HaIJRS ANE] OVERTIME
9t is understood that the ENGIIVEER'S reguPar ►+vorking hours for aIB of his employees is eight hours per day and forty
haurs per week, less paid ho3iday hours which may occur in aparticular week Regular work days are Monday thrvugh
Friday The ENGlRdEER'S established paid halidays are as follows• New Year's Day, Memarial aay, the Fourth vf
July, Labor Day, Thanksgiamg, and Christmas
When, at the discretion of the EryCINEER, the ENGENEER'S office-wide rruork load reaches a levea uvhere more than
regular worlcing haurs are required tv accomplish the wark on a tirnely basis; and when the CLIENT has given proper
nocice af w❑rk #o be pertarmed, the ENGINEER may elect ta require his erroployees to work in excess of the regular
working hours and charge for afl work at the regular working hvur bdling rate.
If, however, the CLIENT fails tv giue pra,per notice of wcark tv 6e performed or fhe volvme af work to be pertvrmed Fs
abviously in excess of what can be perFormed during the regular wQrkrng haurs avaifable given the ENGINEER'S
norrtnal man,power level, then the ENGINEER may require his employees to work in excess af the regular warking
haurs and charge the CLIENT for the exeess hours at an vvertime rate of 1 5 tirnes the regular billing rate.
It is understoad that the ENGINEER'S FEE for BA51C SERVICES and the haurly rates for SPECIAL SERVrCES is
based on hemg abPe ta pertarm nearly all work proposEd in full shifts of eight hours or more. lf fvr reasans beyand the
control of the ENGINEER, his empfoyees canrsat perform the praposed work substantially in eight hour shifts them the
ENGIIVEER'S FEE may be renegatiated to allow #or oVertime pay rates.
STI W[)RK AUTHOFi1ZATfpN
PAC,ESOFS
REV 491p1
~ ~~~THWEST
SCiItS, 7ESTfNG & lNSPECFIf3N
August 8, 2002
Landworks Development, Lnc.
Attn: Mr. Bryan Walker
Torr►Tinson Black Valley
721 North Pines Street
Spokane, WA 99206
Re: Prvposal far Canstructian Inspectivn
Prairie lJrchard
Spokane Caunty, VVashingtvn
L3ea$ Mr. Walker:
As requested, we have prepared this prapasal to pravide constructaon inspection servaces for the
seven building lots in the proposed Prairae C]rchard development located in Section 26, T. 25 N.,
R 44 E., W.M., Spokane Caunty, Washington. This proposa] sumr,narizes aur estimated scope of
vvork and assvciated cvsts.
I . SCDPE Q3F SERVICES
i]ur pr4posed scvpe of work was developed based on revievv of plans prepared by CLC
Associates, Inc. dated June 18, 2002. 'I'he fvPlow ing sectians detail vur proposed scope fio
address each inspection item.
We vvill praVide canstructican observatiran and rnaterial testing services as vutlined bePaw and
charrge for said services on the ba.sis of time and expense.
A. Cagstruetion Observation Services:
1. Earthwvrk and subgrade preparation.
2. Placement and cvmpaction o£ all trase material aud pavement.
3. Placement and compaction of sewer and water backfill.
4. Verificatian of side services and maxker gosts.
5. Installatiern of sewer system including otaservatlcan of air and mandrel testing.
6. Ernsion contrvl.
7. Cvcrrdinatson u+ith Spakane Cvunty.
8. k'reparation and submittal of street and drainage record drawings; preparatian and
submittal of sewer recard drawbngs.
9. SQiI and material resting for cnmpachon and backfill for ifems 1 thrnugh 3.
2214 East Riverside Avenue • Spokane, WA 99202 • Phone (509) 534-9711 ■ Fax (509) 534-9755
A f3ivWoo n! CLC Ascodales Inc.
[-andwarks I3eveiopment, Inc
Prairae C7rchard Cons[ruction tnspection August E, 2002
5T1 NQrihwesE Pagc 2
B. Dl['L'Ct EXp@I15E
Mileage wili be billed at the established rate at time af biIling (cuffently $0.40 per miI'e).
Actual reproduction casts with a I5°/a markup.
2. I)ESCRTFTICJN aF WORK
Canstructian observation by STi Narthwest personnel vr vther agency persoauae] shall not reTieve
the contractor of his responsibAlity tm cvnstruct the facilities covered by this agireement to the line
and grade shoum vn the approaed pians nr as staked by the engineer. This contract agreement
does not include cvnstruction management, scheduling activities, nr prepatativn of irrigation
Record Drawings.
1. The scvpe af these constructian engineering services includes:
A} Periodic obseraativn aund reporting of specific construetion actiaities vn this
project which include setiver installativn, subgrade, bases, paVernent, concrete
curb and gutter, sidewalks, and material testing;
B} Maintenance vf all cQnstruction records related to construction acfiivities outlined
in paragraph "A" abave, which xnay include daily inspection reports,
manufachurers' certificativns, material test reports, and correspandence;
G) Assusance tttat the construction of the raads is according ta the appraved plans
accepted by the Spokane County Engineers, Spokane County Cieneral Fxvvisions,
the 5tandard Specificatians, and applicable portians af the WSDC3T Construction
Manual;
D) Development of post cansfiruction Recard Drawings far sewer and street facilities;
it is undet`stcaad the faciliries inspected by finms other than 5TI Northwest wilL be
certified by thvse firms in a form acceptable ta Spakane Caunty;
E) Cocrrdination 4f the testing of canstruction rnaterials for complianee to the plans
accepted by the Spvkane County Eragineer, Spakane Cvunty Gcneral Provisions,
Standard Specifications, and appiicabie pQrtions caf the WSD(3T Cvnstreaction
Maraual.
2. Prioa° ta acceptance of the road arsd drainage facilities hy Spokane County, we vviil suhmit
alP cansfruction recQrds and the recvrd drawings fn the 5pokane County Engineer.
Landworks Developmeny ]nc - -
Prairie C]rchard ConstruclFan [nspeetion tlugust 2002
STl Naathwest Page 3
3. The effort to cornplete the canstruction obseruation and certifications in accoxdarace vvith
Spnkane County requirernents varies widely and is closely related tQ how wetl yvur
contractor plans hES activi#ies, cvrnmunicates with vur inspectivn staff, and the quality ot'
his wark. A pre-cnnstruction meeting with the cantractDr, project sponsar, and STT staff
is strangly recommended prior ta cam-mencement of any canstcvctivn activity. This
nneeting vviBl be held to deterrnine the schedule, cliettt contact, owners' represenfiative,
and payment respansibility far re-inspectivn charges fvr incomplete or inadequate wvrk.
4. Any re-testing required by inadequate vvork, requests for Pnspectian when the contractor
is not ready or requests fvar serviGes not specifically stated in tfiis document wiIi be billed
separately as a special service. It is your responsihiIity to arrange far a.ny back-biPling to
the contractor or material supplier.
5. We wili coordinate our inspecti4ns through you or ynur general contractnr. Any requests
for inspecfiiom mn vvark perforcned hy sub-cantraetvrs must be farwarded through you or
yaur generad contractvr. Unless we are nratified ntherwise, we wi1l assune that yaur
general contractor has been given authority ta act as the awners' reprresentative and all
field or general comrnunications eancernrng the cvnstruction activities will be directed
thraugh him.
The cvnstructian observativn and materiaZ testing services are billed an a time and expense basis,
A manthly invoice will be prepared arld sent ta you for these services. The invoice is due within
30 days vf the invoice date. The aFnaunt of testing necessary is difficult to antieipate, and will
require your contractor and construction manager to cvordinate with our inspectinn deparnnent.
We require a24-haur notice for scheduling canstruction observatiora services.
The services described herein wilT be perfarmed as needed and bilFed on the basis Qf time and
expense as outPined gn the maxienum hourly billing rates by job classificakivn included in fihe
VVork Autharization. Durr #'ee af $4p425.00 is based upvn our agreed pricing vf $275.00 per lot
(seven lots total) plus $2,5(}0.00 for prajecY certificatian and Record Drawings. This cost will
not be exceeded without your authorization ar►d rnay be samewhat Zower. This cost does ncrt
inelude casts associated with bond reduction requests or othea work nvt outlined above. Zf
requested, these setvices vvil'1 be billed as a special service. Our basic fee includes aear indirect
expense only. Yvu wil] also be billed for direct expenses listed in paragraph "B" above.
It is also understvad that no vvork shall commence within any portion of the proposerd Spvkane
Cvunty Right of Way withaut first obtaining a written permit and appraved plans fram the
County Engineer. It is alsa understavd that any project facitities consCructed wPthvut adequate
cQnstruction abservation and dcacumentativn hy STT Northwest rvill he retnoved and
reconsiructed in accvrdance vvith approved project glaris and 5pokane Cvunty 5pecifcations, ar
STI will nat be responsible for praject certification or submission crf Record l3rawings to the
Couraty Engineer.
Landworlcs L7eve2apment, ]nc - -
Praine Orchard Constructtorc Inspectian August 8, 2002
5Tf Narthwest Page 4
~MARKS
We appreciate the appartunity to submit this proposal, and we lvok farward to serving your
inspectivn needs. For ycrur convenienceb we haue submitted twwo capies ❑f this proposal letter.
Clur services can be authorized by haVing an appropriafe representative sign and retum one capy
to us. Please understand that the autharizing organization assumes ultimate responsibr'lity far
payment of our serrrices. If you have any questivns vr need additianal information, please da not
hesitate to call.
Sincerely, Accepted by,
5TT Northwest
~ ~'e
Bob Graharai ~ (Signature and Date)
Civil Projects Maaiager
Paul T. Nfelsan (Narne and Title)
Associate
~~proposai~~ryan waikc"-02073 Prainc arcr,atd inspecc,~ propo5al.aoc
I ` I
WoRK AUTHDRIZAYIDN
ATTACHMENT "B"
NQTICE TO OVIINER C3F RiGHT Tt3 CLAIM A LIEN
IM'PORTANT: READ BC7TFi PAGES OF TFiIS NO7'lCE CAREFULLY
Ta. Landworks C3evelonmen#. Inc. TO: Bnran Walker
C]wner Agent/Gontractor
FROM: STI NDRTHWEST
pATE: Autiust B. 2002
PRI7JECT:-EmiL~e Orr~rd PROJECT
THIS fS NaT A LIEN: This nvtice is sent tv you ta tell you whQ is providing prafessianal
senrices, materials, flr equipment for the improvernent of yaur properfy and to advise you
of #he rights vf these persons and yvuc responsibElities. Also take nofe that la4arers on
yaur praject may claim a lien withau# sending yara a notire.
OWNERIDCCURIER OF EXI51'ING RESIDENTI►4L PRaPEFtTY: Under Washingfvn
law, #hose wh~ fumish labor, professianal services, materials or equipment for the repair,
remadel, ar alteration of your owrrer-accu,pied principal residence and whv are nvt paid,
have a right tv enforce their claim far payment against yflur property. This clairn is knawn
as a r,onstructifln lien.
The faw limFts the amount that a lien claimant can claim against your property. Claims
may only be made against that pvrtion of #he cantcact price you have not yet paid ta yvur
prime contractar as of the tirne this nvticse was given tfl you vr three days after this notice
vvas mailed to you. Review the secvnd page vf this nv#ice fvr more infvrmatian and ways
to avvid lien claims.
COMMERCIAL ANDIQR NEW RESIDENTIAL PROPERTY: We have ar will be
providirag professivnal services, rnaterials, or equipment fvr the improvement of yaur
commercEal or new residential project. In the eaent you or your cantractor fail to pay us,
we may file a lien against your property. A lien may be claimed for all professional
services, materials vr equipment furnished after a date that is sixty days before this notice
was given t+o you ar mailed ta you, unless the irnprovement fQ your property is the
cvns#ruction af a new single-family residence, thera ten days befare this nofice was given
ta you or rnaiPed to you.
IMPORTANT fNFQRMATrON ON IdE%T PACE
STI ATTACHMENT B
PAGE 1 CtF 2
, i
S E N aER: STI IVORTH WEST
ADDRESS: 2294 East Riuerside
SPDKANE, VVA 99202
TELEPHONE. (509) 534-9711
Brief descriptivn of prvfessivnaf se¢vices, ma#eria9s, or equiprnent provided ar ta be
pravided: Professivnal engineering and related' services.
IMPVRTANT lNFQRN`ATION FvR YC]UR PRC3TECTIUN: This notice is senf to infvrm
you that we have vr wri11 provide protessianaP services, materials vr equipmenf fo6 the
improvement of yvur prDper[y. We expect #o be paid by fhe person wha ocdered ❑ur
servioes, but if we are not paid, we have the right ta enfarce vur claim by fifing a
construction lien againsf your praperty.
LEARN more abvut the lien faws and the meanmg af tFtis notice by discussing therri with
your con#rac#or, suppliers, Department af Labor and Industries, the frm sending yau this
noLice, your lendP.r, or yaur allarnP.y.
CQMMV6V METHOD5 TD ►4VOID C{]NSTRUCTInN LIENS: There are seVeral rrtethods
availah'3e ta protect your property from cvnsfructian liens. The fallawing are twv vf the
more commonly used methods.
aUAL PAYCHECK (Jaint Checks): 1Nhen paying yvur cvntractor for serviees or
materials, yau may make checks ,payable tv the cantractvr and the frrns furnishing you
this nvtice.
LIEN RELEASEa: Yvu may require yaur confractar to prvvide lien re1eases signed by aIP
tlhe suppliecs and subcontractvrs frvm whom you have received this nofice. !f they cannot
cabtain Eien releases because yau have nat paid them, you may use the d'ual payree check
methvd tQ prafect yourself.
YQ'U SHOULD TAKE APPR(3PRIATE STEPS TO FR4TECT YOUR PROPfERTY FRDfVI
LIENS.
YOpUR PRIME CONTRACTOR AND YUUR CpN57RUCTIQN LENdER ARE
RE4'LIIRED BY LAW TO GIVE YOU WRfTfEN IRCFORMATION ►4BC3UT LIEN CLAiMS.
rF Y(]U HAVE N4T FtECEIVED IT, ASfC THEM F[?R IT.
STP AT1fACHMENT B
PAGE 2 QF 2
.
~ NORTHWEST
SOILS, FESTl1NG & I1N5PEG7"fC?N
,July 31, 20[]2
Mr. Bryan Waiker
Landwarks Qevelopment, Inc.
c!v Tornlinson Black Valley 721 North Pines Road
Spokane, WA 99246
Re: C-70-5020267
Gevtechnical 'Evaluativn
Prvposed Prairie C3rchard
Spokane County, Wasttington
I]ear Mr. Wa9ker:
We have completed the field investigateon and laboratory testing for the abDVe-
referenced project. The purpase of our evaluafian was ta assist yaur design consultant,
CLC Assaciates, in designing a stormwater management facirity. ThFs report
surnmarizes the results of the feld investigation, laboratory tests, and aur anaayses and
recommendations.
RRQJECT DESCRIPTIflN
We understand that the project evnsists of seven residentiaf Dots with associated streets
and a stormwater management faci6ity. The proposed starmwater management facility
consists of a`2+D8' swale with a drywell. The Iocataon o$ #his facility is shown an dhe
attached test pit location drawing. Pavement design recornrnendations are surnmarized
in ouc Paverraent 5ectiQn Design repvet dated July 31, 2002.
RESULTS
Attached are lags of the test pits indicating the vertical sequence of sails andJor rock
encvuntered. The test pits were excavated at the locativns shawn ❑n #he attached
sketch andlar descrihed an each individual Log of Test Pit sheet. Test Pit TP-6 was
excavated in the propased `20$' swale area. The test pits generally encountered abvut
1/2 tn 1 favt of topsvip at the surface. Below the topsail, the test pits encaunfered water-
deposited sands, si6ty sands, and grave6's (alluvium) to their terminatian depths.
1Nater was not observed in the excaVativn of any of the test pits. Based vn the rrivisture
con#ents of the svils and aur ❑bservations of the test pit excavations, it is our mpinian
2214 East Riverside Avenue • Spokane, WA 99202 + Phgne (509) 534-9711 • Fax (509) 534-9755
n D3~on of cLc,a~isses im
:
Landwarlcs Development ` STI Pra3ect C-70-S020267
Prairie Orchard - Geotechnical Evafuation July 39, 2042
5TI Northwest Pa9e 2
that water in the area is a# some depth below the termenation depths of the test pits. We
antichpate seasonaG and annual fluctuations in water levels.
Laboratary tests were perfvrmed an sampfes nbtained from the test pits. The laboratory
tests w~re then used ta confrm vur visuaf elassification af soils. Attached are grain size
dustribution curves fvr the samples tested.
ANALMSIS AND I~ECU!lACI(IENDIo1TEQNS
Accarding to the 5CS Soil Survey of Spakane Cvunty, the site soils are classifed as
Garrrsran very gravelly Ioam (GmB), This is consis#ent with vur field findings. A copy of
the SCS svib survey map is attached. Based on the resu6ts of our fiefd investigativn and
our labvratary tests, it is vur Qpinion that soils encauntered are Garrison sails. These
svils are Type "A" soils and are pre-approved for dryweIls.
REM►41RKS
Services perfvrmed by fhe geatechnical engineers for this projeet haVe been conducted
in a manner consistent with that Ieves of care ❑rdinariiy exercised by members of the
profession currently practicing in this area under similar budget and tirrAe restraints. No
vvarranty, expressed or implied, is rnade.
We appreciate the vppvrtunity to be ofi service on this project. If y6u have any
questivns or need additianal infvrmatian, please ca91 us at (509) 534-9711 at yaur
cvnVenience.
Respectfully,
STI Alorthwest IT.
s-] Q
~
Gaint WiIsan, E.I.T.
StafF Geot nical En 'neer
~ ~
7_3a-a~
X</ K_
PauE Y. Nelsan, P.E. ~
Associate ~ F-xsEArzS: 11-Alf-a3
Attachmerats: Test Pit Locativn Sketch
Lvgs caf Test Pits TP-1 thrvugh TP-6
Grain Size Distribution Curves
5CS Map
c: Susan Murphy
CLG Flssaciates
cawlotnlckb:i•ldocumentsl20021s20d-s2991s02O2671s026267 aeotechnical rebart
' LOG (1F TEST PI 7
jb'rjF ~NmRTHWESr
PRaJEci: c-70-SO20267 TEST PTT- TP-1
Genteehniea9 Evaluation GOCATIQN.
Snil 'Pype Verificatian Surns Rd,. S7'A 13+08 ZYRT
Prairie Orchard
5pakk,ane Caunty, Washington
DATE: 7l19102 I SCALE- 1" =4'
ASTM
Elcv. Depth 42487 Descrsption af Materials VVC, `I'ests cn- Nvtes
20520 0.0 sYmbo1 -
UL II SIILTwi#i SANU, t1lle to mediwrn grairied, wrtth ~ Percent pasSing a 200
2051_0 10~ roots, trace o£Gravel, dark brown, damp ta maist_ sieve: 7.7
- pvo~Y G~nEn~ sAr~a wITH si L~r,
sP : ta eoa,.se ganuxt few roots, with eobbtes, trown,
'm anvist. ~
2047 S 451 ' {Alluvlum}
0-2M"9 5.CM WELL GRAIlED GRAVEL with SANi], meffiun ,
ta coarse gained, with cvbbPes, hrownish-gray wi#h
~ speckles, moist
~ . [Alluviurn]
a~
~
END QF TEST PIT
-
; Watef not vbser►+ed to boitanl of test pit,
~
Test pnt irnmediately backfilled.
~
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` L(}~ ~F TEST PIr-
_ .rj ~0MMMSr
PROrEeT. C-70-SO20267 ~ TEST p1T. TP-2
Geatechnical Evaluabian Lf]CATIOtd:
Soil Type Verification Surns Rtl,, S'fA 13+31174' RT
Prairie Orchard
SpG'kane Caunty, Washingtan
~ I3ATE: 7119102 ~ SCAL,E- 1" = 4'
ASTN
Elev. I]epth D2487 Desenpbivn of Materials WL Tests or Ydores
2051.3 0. il S'yrnbol _
2450.3 1.0 l UL SIILT with '5AN!), meditzm to coarse gmned, with Percent passmg a 200
ro~ts, trwe r~f ~vel, etark ~wn, sieve: 13 1
~ ~ aoq~q1l) f
sHTY sAND wir~ GRAvEL, niediian to coarsc
SM with fine roats, tr~ae of Sand, r~th cobtal~
ro 0
.
huwn, Cwip to tnDiSt, #
2046.8 4 . (Al111V1111]7)
~ . 5'_'f GW WELL GRADED GRAVEL with SANB, meditm .
~ to co~a~yr~ gr~i~, wi~ cc>btrles, ~wnis~t-gray wi~
~ SpG14k~r$' II1o1.5t
(AUlIV1ljtll)
63
3
"s ~F TEST PTT
En
WBteT Aot 0bse1 Vod to bQttAill (}f teSC pll..
~
~ TeSC p1t ltt'I111~$te1y bw~led
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LOG OF TEST PIr=- , 1
; .
NORTHWEST
PROJECT: G70.S020267 TEST PIT: TP-3
Geotechnical Evaluation LOCATION:
Soil Type Verification 24th Ave., STA 16+87 35' LT
Prairie Orchard
Spokane County, Washington
DATE: 7/19/02 I SCALE: 1" = 4'
ASTM
Elev. Depth D2487 Description of Materials WL Tests or Notes
2048.3 0.0 SYmbo1
. d31, S1VI T~ SILTY SAND, medium to coarse grained, with r~ * Percent passing a 200
~c"es, browrush-gray with speckles, damp. sieve: 3.4
(Alluvium)
POORLY GRADED SAND WITH GRAVEL,
medium to coarse grained, trace of cobbles, dark gray
: and speckled, moist. *
SP (Alluvium)
o .
o '
> 2040.8 7.51
' .
END OF TEST PIT
H
~
'b Water nat observed to bottom of test pit.
b
~ Test pit immediately backfilled
0
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~~G OF TEST PI77` 41
NORnKWE.sr
PRaaEcT: c-70-S020267 TEST PIT- T'P-4
Gentrachnical Evaluation LOCAT[ON.
Soi1 Type Verification 24ffi Ave., STA 18+00 33' LT
Prairie Urchard
Spnkaate Connty, Washingtan
I)ATE- 7119f02 I SCAM 1" = 4'
ASTM
Elev Depth I?2487 Descriptcon vf Matedals WL 7esfis vr Notes
20396 00 5ymbo1
203il"C GW 7[ VVELL GRADED GRAVEL with STLT and St1ND. - Fercent passing 200 sieve
GM a ~ fine to caarse gmuned, with raots -1.51, iight bmwn to 23
gray, dsmp to moist.
fAlluvium3 '
SP - PGiURI,Y GRADED SAND'NVITT~3 GRAVFL, '
mediinn w coan^se graine;d, with cobbles, dark gray anl
_ speckled, moist. *
° 34.6 5.0 (Allu►Fium)
a
~ END OF TEST PI'T
~
~ Water not absmved to battom af test piL
Test pit imuzediately backtilled
~
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NaRTHWEsr
PRO.rEcT: e 70-SO2c2s7 TEST PrT: fiP-5
Geotechnicaa EvauuafiQn r.~ATrorr:
Soi1 Type Veeification 24th Av&i STl~ 19+78 39' T.T
Prairi¢ Orchaz'd
Spokane Caunty, VVashington T7A'I`E: 7119J02 I SCALE: 1" =4'
ASTM
Elev, Depth D2487 Descnpuon ofNlaterials WL Tesis ar Nates
2436.8 oo synbo1
SILT with S~iD, ~rrte tti mediun ~'ain4 ~t~e ~ Percerrt passng a 2(Jfl
-2035_$ 1.QI ~ 111 i
raots, trace of Grayel, dairrk brown, demp ta moisk sieve. 6.9
To~~)
POoRLY cRADEO SANn wir~ SIILT and
SP . GRAvEL, s~ ~ co&w p-dbied, larger mots, trxe
sM : ot°cobbies, bfown, m~ist.
(Ailuvium)
° 2031.R 5.4
0 ~yu VV~..L G~iA1DED GR~IV'EL ~vith SA~I►~`D, fne tv
1-243~1.8 6.01 mecbum grained, with cobbles, lighk brovvq moist.
(.Allurviinn) ~
~
~ END OF TEST PIT
~
~ Watcer not o't3served ta bottAm of test pit
b
'o TesC pit immediately backfilled
~
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~~G OF T~ST PI'?' -
.4ffs +~offlwmsr
PROJEcr: c-70-8020267 TBT PIT: TP-6
Createchnical E.auuadon tiOCArrIOrr:
Soil Type Verificaflon 24th A►e., 19+78 56 LT
Prairie Orchard
Spoiane Caunty, Washington
DATE: 7119f02 I SCALE I"=49
~STM .
Elera. Dept1 D24$7 Qescnptxc+I10f M8ieria15 WI. TesGs Or Notes
2037.3 0.0 SYmbo1
2035 3 1_DI ~~I~ ~ANDY SILT witt~ G~1VEL, iine to cvarse
graine~ with to(As, darc browr, damp to moist.
(Tal?soil) ~
SP PUQRLY GRADEI) SANI) with STLT and
- sM GRAYEI., fine tca coarse grair~ wlth roats --4,
with r~bles, ~ ~n~st
~(}33.3 4.0 CA11uvium)
v WELL GRADED GRA"4EL with SA1►1D, fine to r
coam wizted, with roots, with cobbles, ligk bown,
+r rrcoisL
• j (Alluivium)
r ~M
g ~
~
~
Q
a -2024.8: 12_
~ SILTY SAND with iGRAVEL., fine to coarse
wit3 cabbles, li~t t~r~wnish-gca~~ with
~ ~M , . speckles, maist
m' 2022.3 15 4 . (Alluviwn)
~
~ E1VI] QF TEST PIT
R
~ VLWater n(A o'bserved to battarn aftest pit
~
pa Test mt inimediately backfilled
~
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~ U S. S[El1E [3PEN1N3 [Id [Ni' r I U.S SIEVE NvM8ERS ` FitiDROtAE°IER
8 $ Z 1.5 , 3!`4 1Cl~ 3$ B ~10 i416 ~ 36 ~ 5[i ~ 1001'm
100
85 --°--a--
80 ---I I--• -~~I I-----~--I I-°__~-_--I I--•----°F-~.I
85 ---I I----- - I --~_~--~-I I•-------I I°---°---I
~
80 ---I I•---°-~--I I°-------I I--°~-~--I I--------I
75 ~--------1 ~------~----.I I--------I
~-------TI
70
65--- ~ - --T--~ ~-------~I
S2 60---
~ I ~-------~.I
m
~55 u
w 50 ~ ~ ~ ~ -
~ ~ - -
~40_-~-~I A------~-~-~
~ ~ ~-------ll ~-------~I
~35 ~ ~--s
30 ' ~--.----~I I_-------I
- - -
25_--I I I.----~--~ ~--.----~I I__~----I
20---~ ~_c----- ~-----~-~I ~
~--z---- ~ ~ e-----j-~I ~-------ll
~ ~
5-_--
I I I I I I I I I I I I I I~ ~ I
100 10 1 0A 001 o 001
GRAfN SlZE Ihf 8dlILLiMEYERS
CC]BBLES G~VEL ~ SAN❑ 51LT OR CLAY
coarae I ibft I coarse I med'sum I fine
Spscimen Identficatian ~ Description af Matsrial LL PL ~ Pi ~ Gc Gu
• I TP-6 8.0 ~ WELL GRADEC3 G'RAVEL with SAND(GW►) 2.03 34.16
M ~ TR-6 12.0 ~ WELL-GRADED GRAVEL with SAND(GW) 0 ~ 1 1.04 174.55
I I I ~ ~ ~
Specimen Identfication ~ ❑1 00 ~ D6€1 ~ D30 ~ 010 ~%Gcavel ~%5and ~%5i1t I %Clay
01 TP-6 8.0 1 90 1 21.205 1 5.17 1 0.621 1 64.3 ~ 23.8 ~ a.$
ml TP-6 92.0 1 rs ~9.148 ~2.866 ~ 0.867 59.3 36.5 ~ 4.2
~ I I I I I I I I
~~I I I I I I I
~ CRAIN SIZE DISZEtIBUTION
~
~
~ Project: soil 7ype Veriftcahon
~
~ Location: Praine Orchard
~ JWTJ N€3RTHWEST Numher: C-70-S020267 _
- -
-
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~4~
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''~4~ ar 1 ~ .}d'~i~,*;;-E g ~ , ~ a 't; ,s s ~'^c.-~,•:.~e ~ ~ - _ .s,d ~ 5 ~
°n- _ ` 'll~ . ',a~~., r..+~ . P". , F~~ ` ~~y, ~r; ~ra- _ ~ • - - -
` - - ' ' • _ . ~t ~ , 4
~ ~t, _ - : ~ - , rz - ry- , a,:
7. f ~,~Y k L'[i;' ~ ~ • • ``~`J ~ `~'rz ,I,, fR7me~ ~.f 'Wu~x NLLk
z~~- - ""~r. ~ - ~ ` ~ ;f
,
i~^ gy.
I~a`~ ~ he`' - :...•E.i_e',:'• - ~ [S ~ J
~ ,~,~,;'~~h •;I;' ~Sex~• - .
Y `~1~r • ~~~~n , .a~`~!~ W
~ , •"i: ~~,u;,_'~3,•#~v
k...~..A ` _ = =yy-'-.~ R.I
ay."'- - ~e F
' •I' ~ ; ~ ~ ~ ~ - ~ li ~ [k-!~_ Z`~ V. n
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SC47 SOEi_f MAP
STI NflR'I'HVWEST Prairie []rchard Ju1y 31, 2002
~ 5pokane C+nunty,
Washington J08 rra. C-70-5020267
DEStcrr PTN
/ ' • TA .r ~7~+L
' f JJt'~~~ . ~~~T ~i~ 1< P~~~
►i I~ORT~IWEST !
~14 Fwt Ri►ersi&
5prskane, WA 99202
- Rroject Ir►farmation
pr*dNmw. [)atg
Pfa111@ Orchai~ ~ 0/9/2002
Prpiect No.• Rqnt No.:
G7aS020389 1
VVeaffiw I1rrtM rwm: Depmtn T'om
Oear, 56°F 8:00 9:00
cfient Lar,a1 Rwemtgve f ph" nurbw
Landw[rks [}evelaprrient, Inc. Bryan Walker
Qener2l ContacOr. site papemfttn+ef phte mmber
MOuntalnCTest Entarpfl5m ROil, Bftckl 374-602fis 370-2406
8tb=&acWr sTl ftpd mmw 1 pFKne nutw
Alan K. Baint 534-971 ~
Page nro. Or sn P4m=*uveson sb
Mike Cwninghaml 370-6853
- Mwpmw and EWonmtu"
Ca4 325rC Eltcavatorw. sheepsfbot wheel, Case vibrabay roller, Frorit-end kaader
- FmW (bserratm
Arrived on site a# the cantructoes request to obsme installaftan of 4" PVC sevver lines.
4"Type P5M SDR 35PY+G SEVVERPIPE 12454B A5TM-D3034-96 UL 92-FJ-E2 1-L42
4" sanitary 5ewer eactemian ta lct #4 installed Per plans, shcet # 1.
4" sandtguy sewer exCension aad cleazsout to lot 43 instalied per plim, shcct #1.
4" sanidkary sevver extension to lot #S installei per plans, shed # 1,
4" sanitary wwer extensivn and cleanout to lot #6 instailed per plans, sted # 1.
C.onuumr installing 24" sanitary seever extensions and cle.anauts to lrts # lan.d #2 pcr plans, shed # 1.
Cleanort installed on existing sewer stub at sta. 13+4 i prior to cantinuaLicm of 4" sanitary sewer
extensian to lot # 1. Extensicn to lot # 1 shifUd 3' to the sauth to avaid infringing on adjoining propertie.s.
PVC sewer line is teing bodderi in scrwned nabve nmWrml.
~
X
S~'I Fieid R e Con~ra~tor'^~ Representatir+c
Trus mamerr Am mysuNcm lmmA ►F& TO eE oort5rsERm Pmumwm uNru RPAEwED ►ND SscNED srnHE
STT opWMaM ENGNEER aMlaR STf PR[JECT ~GER.
/13
Ixviewed by Qate STI Praject Oanager Date
Cwespordng DeficWcy'Report No: ~ M W20'
f t
~ NQRTHWEST ~ DAi- _ Y FTELU REPORT
STx214 Easfi Riverside
5poksnc~ WA M[]Z
Pmiect htarrrmtiron
nvjectNxne= DatB
Pr811~ ~rchwd 1011 4/2042
Pr+*1 No.. Report No--
C-7asOaess9 2
weauw A[rival Trne° QTwtae rure:
V fGAI , `fiV *F 7.3u 11:00
~ RepmsmMm I phm AUib%
Landwnrlcs Oeveloprnenf, inc. Bryan Walker
Gamrm cv*aetar: sb PwemtaUye I pw* murta
MaUntalnLrest Enherpnses R4n, BIock137HaZ6y 370-2406
subcmhdw 5TI Prcpd Marogw ► phom mmter
Alan K. 8ain1534-9711
Page no. fli sn Reprmer&e&vES on sb
t
- Mawa" and EWonfft Lbed
Cat 325-C F.xcavabnr W. sheepsfkot wheel, Case vbaby fol1e6
- Fidd Obseruafiots '
Arrivod an site at the contractar's request to obsme excavatiau of 16" sftl water rnafn on 20 aVenue,
insufflation of 2 taps far resideatial services„ aad backfifl of xhe esea►ation.
7:30 beginning removal of pavement at the designated locaiaon rsn 24h.
Cancrete Cutters, Inc. on site c.xung pavement edges of excavaban fcn' ptching. 16" steel water main
exposed, - 4.5' be1uw paveinent.
Vera Water District does nat 1aVe tap saddlss available, tap mstalLatiun and backfill will lbe delayed.
2 Saddle tees installed by Vera water, 314" polyethelene ser`+ive lines extended per gtans sheet # 1 through
11.5' u#ilities =ment and tearminadng with bras water valves an lots #5 8t #G.
Bodding cansisting of screened native tnaterial was carefully glaced oVer pipes aad fittings --12" deep,
then a fift of natrve material was pLved to -3.W attd compactea firsc by shoepsfoot wheei then by
+vihratary raffer. Another lift of natiVe nmtoial was pkeed and compacted ta -1.U', #hen SIR" aiinus
crushed raclc was placed and oomgacted to -44" ielow top of pavement,
See "Repvrt of Field Campaction Tests".
~
F
.t
STI Fie1d resentative C.onlraator's Regresentatir+e
Tros nacMErrraM RUEReCaa ADDENDA ►rRE To BE MNMeFdD MaMiruRvuNrL REnEwMaNa 5IGNED sYnE
S'IT cowrm=m ewcnrEER ANofoR STI PRojEcr wriarm.
r 0 I3 Qv~> _
xe,iewea by nate s~ ~jec:64anager / nate
Camwdn9 Ddmmy ReW No- Fiele xqxntv2.2 WW4L
2214 East Riverside
Spokane, WA 39202
509-534-9711
AIOR'THWEST Fax 509-534-9755
RLF(1RT OF FI4LD CoMPACnAN TESTS Nuclear Method ASTM 17 2922 95
suils and aggregatcr
Dste: 1011412002 Prajett Nsme: PraWe Qnchwd
r(:lient• I.andwarks Development, Inc. Pr+ajeel C-70-5420389
Tectnlcian: Mike Cunninghsm F"ield Report Na.: 2
Density Std.; 2617 Fage: 2 of 3
Moisture 5td: 680
Guage Id.: Tmx1cr #21303
'Ctst DepW Beluvn Wet Moisture DrY MaWW Compaction Pearmt Mmu Retest o€
0
ELsvatina /n ~Density Typ~e ~ CwnpaCtiOO ~ L]T NO.
~ 24ih Avcnue at Watcr une 1ic-in
# I I Cmnff of Fotcavafion ~ 3.0 122_2 I 4.1 ~ 117.5 I 1 ~92 1 sa 1N I
#a ~ ~~Excavafwm I 3.0 134.8 6.6 ~ 126.5 ~ i ~92 I96 ~ x I
#3 I ccmrrer afExcavation I r.+n ~ 133.1 r4.2 127.7 ~ X I92 ~97 ~ r ~
#a w~ side ofE=aVafion ~ csTr- ~ 134.5 I s_s ~ 127.5 C2 I 95 ~92 IN I
95 East $ide QfExcavaaon ~ csTC j 133.8 ~ 5.7 ~ 126.5 I z ~ 95 ~ 92 ~ rr ~
#s 1 wer gdcof Euavadon ~ csTC 136.0 ~ 5.2 r 129.3 ~ 2~95 ~ 94 ~ N ~#4
#a I c~ ~Exca►-afi.on I csTC I iao.s ~ 5.3 ~ 133.4 ~ z I 95 I97 Y I
1 N I I I I ~ I 1
1 I 1 I I I 1 I I I
x iModifiea Pmew ASTM D1557-98 M istandard Pmcte= AsTM D699-99
~ ~m inax opt Wff. Max
Nv. densitr moiswre de°nsity
1 , Native on-site matmial, lab #907 131.2 ~ 7.0 ~
2 ~ 518" minusdu.shed rock- matmal and prnctar wplied by Cincle-M 138.0 j M ~ 1 ,
~
I
I 0' FRIVATE DRiVE.
A ~ SEYYER ffi UTILTY
[ f ffRAJNAL'E ERSEyAEfdT EASEMEAET 1 I.
I g N
- ~ (TYP)
rs ~6 f 3 2 I
PRAfRlE DRGF9 NRD '
~ ;
~
~F
•Jy .
4 ~
~
so' EXIsnNc _ lo' unun^
SEWEH EASEMENT EnnsEMEN7 E)asnuc
REl`AINIHG
E%1571HC WALL
gENCE
. ~ 10' SAN. 1'0 9E ~r R
SEWER RELOCATEO
EASE1dENT BY OTHERS
J
~~'jr
$ 7
5
6
: oRnIuncE
s
l 2. 7 ~ aROPasEA
».s unurr
'FASE4ETlT rpRnlNACE pvNn #
1_ ~ II
~ ~ _ ~ i . a
~
. ~ l _ - ~ • ~
iaroo g s7rao ~ ~IVEI+fUE 1aa~ 1a+oa'~ ~ a1~
° f
jWT1 HaRnMM Prairie Orchard ,Jab No.: C-70-3020389
Mllp Field Report
2214 E. Riverside 509-534-9711 Date:lo r n 2-
Spokane, WA 99202 509-534-9755 lfaac Pag2 3OfL3
~vORTHWEST
S
DAILY FTELA REPORT
Proj N CC er ~ _ Qate.
Rrojed No.~~~ ~eport PEa.:~
~@~afl,~ Am a~7 ime 'iepar~r' ime
0 ~~J 1 eLso 1 ,)-i l~~J
Cl'ISn-t lEFca1 RepreSe6lICdtlYed ph«1e RuTriber
k4preaAse rr, W~ 1.aw`
tienerai ~:o tractor r n ap hnns num~r
70
u~ontractor 5 i Pra ect ~+lan er p~ane nu ber
Page tio. ~ ` ~i ~ 6 C!v (4 L4 c"+V ~3 7EJ ~ C~SJ ` ~
Manpower & Equipmenf Used
~ [z~
Comments:
(wor1c canpieted nPparerty l?v, ~a l.~ cL~ G~.~•~ ~j !`2~~P & ~7 ~ 1~ ~t P` ! ~
~ ftw Sp&ffeabons
rac~ Uc, b-aj- d-p-.~~am iti,,c
3c) L a vv'rG- r:i~-- 9- y 4-14 (V &L hhw /-0p of
v . .
PGL
~ .
~ ~~►1~.~~.~-~ ' ~ ~ ` , ; ~'a~~. .
~
5Tf FIELD REP NTATIVE Ct]NTRACTC]Ft'S RERRESENTATIVE
This documsnt and referenceci addsnda are to be considered preliminary until reveiweci and signed hy ths S'fl
ccrnsVuction engineer and,lar 5TI prajeet manaqer.
(5
REVIEWED 6Y: DATE STI PRf]JECT~'ANAGER: Drt
o-uam,ssuTletarep Pns
Corresponding Deftcaency Report hfa:
L
2214 East Riverside
Spokane, WA 99202
509-534-9711
JVTJ NORTHWEST Fag 509-534-9755
REPORT OF FIELp COMPACTION TESTS Nuclear Method ASTM D 2922-96
soils and aggregates
Date: 11/25/2002 Project Name: Prairie Orchard
Client: Landworks Development, Inc. Project C-70-S020389
Technician: Mike Cunningham F'ield Report No.: 3
Density Std.: 2590 Page: 2 of 3
Moisture Std: 694
Guage Id.: Troxler #21303
Test Depth Bdow ~ Moisture Dry ~ Materia) ~~on Percent S~ Retest of
No. ~ti~ SG Elevation ~Fl % (PC~ Type Compacti°" ~ DT No.
~ 24th Avenue
#1 ~ Sta. 18+60 ~ 0.0 ~ 139.7 ~ 7.0 ~ 130.6 ~ 1 ~ 95 ~ 100 ~ Y ~
#2 ~ Sta. 19+20 ~ 0.0 ~ 137.2 ~ 8.6 ~ 126.3 ~ 1 ~ 95 ~ 96 ~ Y ~
#3 ~ Sta. 19+75 ~ 0.0 ~ 132.1 ~ 6.4 ~ 124.2 ~ 1 ~ 95 ~ 95 ~ Y ~
#4 ~ Sta. 18+30 ~ 0.0 ~ 141.3 ~ 7.1 ~ 132.0 ~ 1 ~ 95 ~ 101 ~ Y ~
#5 ~ Sta. 17+90 ~ 0.0 ~ 137.4 ~ 4.3 ~ 131.7 ~ 1 ~ 95 ~ 100 ~ Y ~
#6 ~ Sta. 17+40 ~ 0.0 ~ 132.1 ~ 6.7 ~ 123.7 ~ 1 ~ 95 ~ 94 ~ N ~
#7 ~ Sta. 17+40 ~ 0.0 ~ 130.9 ~ 5.5 ~ 124.1 ~ 1 ~ 95 ~ 95 ~ Y ~#6
#8 ~ Sta. 16+80 N 0.0 ~ 133.8 ~ 4.7 ~ 127.9 ~ 1 ~ 95 ~ 97 ~ Y ~
#9 ~ Cul-de-Sac Sta. 13+40 ~ 0.0 ~ 132.5 ~ 5.5 ~ 125.7 ~ 1 ~ 95 ~ 96 ~ Y ~
#10 ~ Cul-de-Sac Sta_ 13+20 ~ 0.0 ~ 135.4 ~ 5.6 ~ 128.2 ~ 1 ~ 95 ~ 98 ~ Y ~
#11 ~ Cul-de-Sac Sb. 12+80 ~ 0.0 ~ 137.3 ~ 8.0 ~ 127.1 ~ 1 ~ 95 ~ 97 ~ Y ~
#12 ~ Cul-de-Sac Sta. 12+55 ~ 0.0 ~ 126.1 ~ 5.2 ~ 120.1 ~ 1 ~ 95 ~ 92 ~ N~
# 13 ~ Cul-de-Sac Sta. 12+55 ~ 0.0 ~ 131.7 ~ 4.0 ~ 126.3 ~ 1 ~ 95 ~ 96 ~ Y 12
#14 ~ Cul-de-Sac Sta. 12+50 ~ 0.0 ~ 133.0 ~ 6.9 ~ 124.4 ~ 1 ~ 95 ~ 95 ~ Y~
X +Modified Proctor ASTM D1557-98 ~ iStandard Proctor ASTM D698-98
]yateria] Description max opt corr. Max
No. density moisture density
~
1 ~ Native on-site material, lab #907 ~ 131.2 ~ 7.0
2 ~ 5/8" minus CSTC - material supplied by SRP, Proctor by Spokane County ~ 136.1 ~ 8.5 ~
~ M ~ ~
.
` 1 ~ I 1
S + ~ ta° PRivare oRIvE,
~ sEwaR & unurr
IS i ^ . ~QEtAIIVRGE EASEAlEN7 EASEMENT ~g ,~Nl7AFiH
(TfR)
Yrj ~ L ~ ~ ` 2 ~
P`F
PRAIRIE flRCH NRa
.~y pfJt
g 4
20' E7tISTiNG 70' l1TtUTY
SEWER EASEMENT ~ EASEMENT EJaSIING
RETAWINC
IXI511NG WALL
~ FE7dI'E
. L 10' SAH Ta BE
SEWER RELOCATET7 r ~
EASEMENT 6Y OTHERS •]`~r
w
j~
5 7
~
oeniNkcE
EASEMENT =7
11.5* C17fUTY FROPOSEG
EASEMENT --DRAIHAGE POMD ~
I .
f I
!l; ~l
- - f~frr-;~-~ ~--rr--rr-
~e+w , S 1 +v+oo #4'TH AVENUE 1 1e+~ 1sf~~ 20r00 21+e1)
7 5 f~ t ~ LJ
.~~~►~'NoRnmm Prairie Orchard Jvb No.: C-r 0-Sa20389
~
Fie1d Re or~ .3
2214 E. Riuerside 509-534-9711 pa{e; {t y0
Spokane, WA 99202 509-534-9755 fax Page 0
t -
RP JWrff NaRTHWEST
DAILY FIELD REPORT
Project Name Date:
121-0ruq-&-s I ( D ~
Project No. rceport No.: '
C-)n- EY? ~
~ r ~ Amval 1 ime ' Departure 1 ime
~ ~ b-0 , : ~
Client Local Representative/ phone number
L ~o-r1L5 kielrA C'm UJ \l.e,~-
nerai ` nvactor pr~esen v p one number
g(f r)n. «n 3 70 - a40Co
SUboontractor ' Project Man ged phone number
gdb (-i r~u/M ( 5 3y q 7 c(
,r
age o. ( of ~ V~~ ~V V\N1 K 3 7~~ ~~~i 3
Manpawer & Equipment Used ~
Ccc.S-~ v f LJ ✓Ck~c4 r(9 CU14
~
Comments: (1 ..L. ~o ~ `/I f 5L
(work canpieced aaaa~~r .~-r 'f I~U-r~( rr~ 5't ~Li a~ C` cm~0.e7~tJ~! IS t' "cT ~ 1_¢.h S G r~1
per specifxations Prodems I_
and their Sdutior~s) O~'~ g Y1'1 t'Vl l) ~ C S~ L~ 0.r P~1J Ct S C cJ If 1L~ C_J.M/'k
+ 1
O/l nn .,..e o.n^,. ~ ~
sz &jL_- sc~L ,
~e-c crnVX t>ac~-'( cN1 Ovwk c, ~ oe-u-4~1 vyi
' t
2XC.-f~~e~ rl 1"i cSK S. se.Pe
l '
, .
SD 5~a wi o c. w-e
pi 1 St1'~~u .J
yr
STI FIELD REPR ENTATIVE CONTRACTOR'S REPRESENTATIVE
This document and referenced addenda are to be considered prelimmary until reveiwed and signed by the STI
construction engineer andlor STI project manager.
I ZllO~o Z
YAI
REVIEWED BY: DATE STI PROJEJ ANAGER: ~~rreiarep ~,s
Corresponding Deficiency Report No: avom,g
I
2214 East Riverside
Spokane, WA 99202
509-534-1711
NDRTHWEST Faa 509-534-9755
REPQItT DF FIELD C(}MFACTIUN TESTS 1'duclear Methad ASTM D2922-96
sails and aggregatcs
nate: 11126/2002 rrojcct Name: r~c Orchua
Client: Lanaworks newlapmenc, Tnc. Prnaecr c-70-so20389
Technician: NIiCe Cunningham ~i'ield Report Na: 4
I?ensity Std.: 2590 Page: 2 of 3
IVIoiBture $td: 694
Guage Id.: Troxler #21303
Test Depth Fklvw wot Mvish►re Dry Materiai ~on Pervent S~ Rehest of
No. I.ocarion SG E~avatian °~'o ~&4 'C}}'Pa CcmnPactssm pec DT No.
(pCk) (PCF) (Y1N)
~ 24fh Avenue
sta. 16+70 top of csTC I 135.6 ~ 5.5 128.5 I z~ 95 N94 I rr I
#2 I Sta. 17+40 top of csTc ~137.3 ~ 5.8 r, 129.8 ~ 2 ~ 95 ~ sg Y
#3 ~ sta- istio top of csTc ~ 13$.4 1 5.3 ~ 131.4 N2 I95 I sT y~
#a sxa. 18+50 N top Qf csTc 1137.9 ~ 6.4 ~ 129.6 ~2 95 I 95 ~Y ~
#5 Sta. 19+24 ~ tap ofCSTC ~ 137.0 ~ 4.2 ~ 131.4 2 95 ~ 97 ~ Y ~
#s ~ sra. 19+70 top of esTC I 137.6 ` 4.9 N 131.2 2 ~ 95 ~ 96 I x I
#7 E Sta. 16+74 top af csTC l138.2 ~ 5_2 I 131.4 ~ z I gs I 97 Y I# i
fig M Sta. 17+40 tDp uf csTc 137.7 5,0 ~ 1311 I2 95 N 96 1Y~#z
#9 I sm 18+50 top of csTc 139.3 ~ 6.6 ~ 130.6 2~ gs ~ 96 ~ Y ~#4
#10 ~ culAc-sac sta 13+45 Mlopof csTC I 140.5 ~ s.s ~133.1 I2~ 95 98 IY I
#i i~Cua-de-sac sta. 13+15 top ofcsTc I 138.6 ~ s.s ~ 131.4 1 z ~95 I 97 ~ Y I
#r z I cut-de-sac sta. 12+80 M top of esTC 140.3 6.2 ~ 132.1 ~ z I95 ~ 97 ~ N~
413 ~Cut,&-sac sra. 12+55 top of csTc I138.4 I a.s ~ 132.4 ~ 2 ~95 97 I Y I
#14 ~ Cui-&-Sac St& 12+50 ~ ofCSTCI 138.2 1 5.5 1 131.0 1 2 1 95 1 96 1 Y I
X ~ MoMad Pmctor A5Tly[ D1 557 98 Standard Practor ASTM I369$-98 ,
Ma#eerial Descripfion max rspt oorr Max
NQ. density maisture density
I I N811V0 at1-51te 1t1AWIl31, lab #907 131.2 ~ 7.0 ~
2 ~ 518" minus CSTC - materiat supplied hy SRF, Froctaw bv Spokane Coimty 136.1 ~ 8S ~
~ ~ ~ ~
~
I ! fil. ~ I
10 + 10' PRIVATE DRIVE,
sEWErt & unurr
1 I~
N ORAINACE EASEMENT EASENENT eNTRH
(TYP)
er 3 2 i
PRAIRIE ORCHNRD
13 r ~
14
O ~ =
8 4
. ~
~zo' EAsnNC , io• unurr
SEWER EASEMENT EASEMENT EXI4TINC
I RETAINING
~ I}-i-j EXISTiNG WALL
(~Z ) FENCE
10' SAN. TO BE
\ \ SEWER RELOCATID ^ 'Q
EASEMENT BY OTHERS
~
;JJ
Gz 8 5 6 ~ o
\ E- ; DRAINAGE
EASEMENT
1-10 115 unuTV PR
- ~ ~ AINAGE POND
SEMENT
o ~
. . . , r
+a+oo g »+o0 24T}I AVENUE 1s«00 19a00-I :aoo :1,00
o i .
~jVTff NOxniwm Prairie Orchard Job No.: C-70-S020389
Field Re ort L(
2214 E. Riverside 509-534-9711 Date: 1t 2lo~0Z
Spokane, WA 99202 509-534-9755 fax Page 3 Of..-I
~
• ~y
~ 5ify ~
~_F ~ n~~~~HWEsT
~~~~D REPORT
Praject Name aate. 1'Z
PmjW No }teportRo •
nv y ,~~,nat~ a
v e9~na er i4mvaP'lime -[}epart~"-r-el i me
C ~ l ° F 3
~ r
~
Client ~ Locai RepresentaUve1 phorr number
B
[~e~n racio~ " . ~ e re%n rie r~umEer
~ c e c- B m cLI(]](1 / 3 70-~ Vq~"7 Cv
S~ontractor {~5TI Pro'ect Managerl hone num ir
~ i+rv, ..,~b~v 6 ~'l.Li1~LR. J~o
~.~„'r~. ~~i 7~r
Page No. l of 7 9
1 5-
Manpower 8 Equlpment Used
~ VYl E41- ?1 u"y~'4~~ ti w
t
Camments:
(Nrcuk Canqetei Apparerdy -A
J' 1I l A
per Speefficatfnrs Pmblems
ard lhqr 5dutws) ~ s
C`rr-6 c~tr~A S v~C`'r~~ ► ~ v~ ~ I LM
, ~
_r,~~r't Vy~, Wa+pe J -~ax t. cJY` K~~ r
~ ~ w-~~►+~. ~ ~2 L' 4-e- A tl'ttn~.
• -l ~
~ o-~ t' v,\ u-r 6 43nqp~
0-0vr
r ~
~
0 A &A -A A
STi FIELD R ESENTATIVE CONiRACTOR'S REPRESENTATIVE
This document and referenr.ed addenda are to te oonsidered preliminary until reveiwed and signed by the STI
oonstruction engineer and]or STI project manager.
r z~ra~z
REVlE111fED BY: DATE STI PROJEC 2A VT o Vom,slsiffFMrep Pns
Gorresponding C}efiaency Report ldo:
,
' ~ ~ -
Rp
~vORTH~►rES~r
Date f1 Z lnspectves Daily Repor# No-:
srI Project ~ :aC~ ~ ~ q a~ge ~vo. ~ 6r ~
Ccimments:
(Werk C*Tq)med Appamridr coy1 c.V` ttc, ,20 (o7 l ► D ~ Iv►w~ q. $ ln ~•~rcc #.~J cL i v;
~ ~t ~~Pr~,s ~ ~ ~ ~,(C
Gv~'~r~-~ ~~r~t~ c~~ , ~u~ o~~ ~~~S~a ~c. r~ ~.I ~r~. n~'
w c G1
b~. ~~b~► - ~-r .
Atc~
STI Field Rep STI CE 5TI PM GonEractnes Rep
~ ~ ~ ~r►
DCIV~- ~ I 1 ~ \ / 10' PRII ATE DRIVE.
seWER e unun
drop~ c `DRAINACE EASEMENT 's EASEMENT H
(TYP)
2
PRAIRIE ORCH NRD
.1~
►
~J
/
4 O
~so' E%ISTING . r Io' unulr
SEWER EASEMENT I I EASEMENT EXISTING
RETAINING
oasnNC wruL
FENCE
• ~ 10' SAN. TO BE
SEWER RELOCATED n~
EASEMENT BY 07HERS
~
.r~`~ ✓
~J
~7
5
6
oRaHnGE
EASEMENT ~
I ~f PROPOSED
11.5• unuTr- . ~ ~ -~ORAINAGE POND
EASEMENT ~ - - '
~
~ f I ~I •I`.
ic+oo S n+ao ~ 24TH AVENU 1e+oo $11 zo+ao si+oo
p ~ . .
pt"twa►.t c1t'o ~S f
NORTHMFST Prairie Orchard Job No.: C-70-S020389
Field Report#:
2214 E. Riverside 509-5349711 Date: 19oz.10 2
Spokane, WA 99202 509-534-9755 fax Page~Of~
7L77 W. 7TH AVE. TRAN SM I TTA L
SUITE 2EIO
SRCJFCANE C7ENMER
WASHINGTt3N 99^e.04
P5Q9 asa 6840 S POKAihl E
F 509 458 6B44
CLC ASSOCIATES 5AL7 LAKE cIn
DATE:
T C7 :
P R O.J EC T ePct oF^ Gfl CC
NAiNYE:
PROJ ECT
A'f"i' N : ~ ~ L CJ ~ ~S ~
NILJMBEF2:
wE ARE sErvQiNG:
~,ERICLOSEO , UMiDER SEPARATE: , QiQC6FMEN?.5 COMPLJTER UISCS
PRINTS REPRODLJC16LE5 REPORT5 OTFFER
I '
G4PIE5 DE5CFdIPTI❑N
1 e'~~. Qeo, t,,,xA- /a~- P&A--rl-r
I --Lo~~ t ~-cd-
.
>C FdR YOLJR 1JSE FQR YDLJR REVIENI Ft7R YC}LJR APPROVAI. SENTPER YOLJR REQLJEST
EXRRESS ✓ ~ ME55ENZ',ER PICKIJF' , U.S. PkAIL
REMARKS: I t
~p v° i f~a ri C{,G Y1 e,-AL G1►r e- 'kkie kEor''3 ed )C5"?Lp 14 i'L-S
V1 e,T&&7e e-1 fl. 60k+. &t 1J'e- +M'a e-- ei- C 4! )
Vo&c
C O PY TO: IBY:
~ ~
RAYLCC(C
Mantz, Glaria
From: Mantz, Gloris
Sent: Thursday, October 24, 2002 9:47 AM
To: Dauid Rarsdal9 (E-mad)
Subject: P1885 Band Estimate
DaVid,
1 am attaching the band es#imate for Prairie Orchard Let me krrow rf yau have any questions.
9
P1885 Barrd
Estimate.xls
G9aria Allantz, P.E.
Plan Review Engineer
Spokane County
Division of Engineering and Roads (509) 477-3600
1
B4ND ESTfMATE
Rrvject Name: Prairie OrcMard
„
FrojecII Number: Pi $85
Qate: Octoher 24, 2002 ~
Prepared by: Glona Mantz spwmclo~
Item Qescription L•lty Unit l]nit Prlee Total
Drainage Items
1 Drywell, Type B(incl backfll, fiIter fabric, hame & grate) 2 EA $ 2,70000 $ 5.40000
2 Concrete Inlet, Type 1 1 ER $ 600 QO $ 600.40
3 Concrete Inlet, Type 2 3 EA $ 60000 $ 1,80000
4 Metal Frame and Grate 1 EA $ 300.00 5 30000
5 Pipe, 12-inch PVC 20 LF $ 20.00 s 40000
6 Relvcate Fenc>e 300 LF $ 30.00 $ 9,00000
7 Pand Excauatlon Incl Haul 93 GY $ $.40 S 74400
8 Seed, Fertihze and Mulch 855 5F $ 0.05 $ 42 75
9 7opsoil 26 CY $ 6.00 $ 15600
10 Clearing and Gru6hing (undervne acre) 1 IIC $ 3,000.{]0 $ 3,00000
prainage It&ms Sub-Total $ 21,44275
Roadway Items
11 Rough Grade (sub-grade preparation) 240 CY $ 10 00 $ 2,40000
12 8ase Course 140 GY $ 29 Qp $ 3,36000
13 Asphalt Gcancrefe Ravement 135 TN $ 4500 $ 6,07500
14 Curb and Gutier, 7ype 6 5[]0 LF $ 1000 $ 5,00000
15 5idewalk 325 SY $ 23 00 $ 7,47500
16 Temporary Traffic Control 9 LS $ 500.001 $ 500.00
17 Monuments (i apprvx every 300 €t) 3 EA $ 20000 $ 600.00
18 Concrete Driveway 4 CY $ 15000 $ 600.0[1
18 M€scellanaaus Reloration Cflsts 9.f}a LS $ 1 ,500 OD $ 1,50000
Roadway rtams Sub-Total $ 27.51{}.00
Erosivn Control Items
19 Sdt Fence 350 LF $ 4 00 $ 1,40000
20 RQCkCQnstructirsn Entry 111 5Y $ 36.00 $ 1,77604
E►vsioR Controf fEems 5uh-rptal $ 9,175 00
SUBTQTAL vfALL 1TENfS $ 52,12$ 75
3% inflatian irom year 2092 tv 20[14 $ 3,174.64
Sub-Total irtcluding m}Fatrora $ 55,303 39
CflNSTRUCTi[]N T[3TAL (incEudes multiplier vf 1,10) $ 60,840,00
Inspectivn
21 Inspectivn af Drainage Faoilities & Roads 1 L5 $ 4,425.00 $ 4,425 40
fnspec€rvra Ftems Sub-Total $ 4,425,00
a£1BTpTAL of ALL lTEMS $ 4,425.00
336 inflatron irom year 20(}2 ta 2004 $ 269.48
Su6-Total rrrcludtrtg in€latron s 4,69448
INSPECTION TC?TAL (includes multiplier of 1. 10) $ 5,200.00
CRAIVD T43TAL (includes rroultaplier Qf 1.10) $ 66,000.00
ALlg115ti 27, 2002
David N RandalY, P E.
CLC AssoGiates, Inc.
707 W. 7'' t1ve, Suite 200
Spokane, VaA 99204
Dear T)ave,
Subject: Pl$$5 Prairie Chchard
Ttaad and Drainage Plans- 1 st Submittal
L?ave,
We have reviewed your August 16, 2002 subrnittal vf the road and drartnage design plans for this
pr4ject. The following items need tQ be addressed or resolved pnor ta acceptance of the plans:
o LC 1. Provide a cross-section for Burns Road.
2. The widenang calcuiations shovt+ large grade breaks between the exisCing and new rvad
sectaons For exarnple, at Station 1$+54 the slope between the centerline and saw-cut line
is 0.(]% and 4% between the saw-cut Yirne and the curb
Iffi, 3 Show the raad impravement limits m the title hlock for 24`h Avenue;,/
p y,~_ 4. Provide a basin map for Vera Crest Suhdivision. f ov~
QV 5. The Bowstring ca@culatians Zndicate that Prand C (Basins 215) requires a Type A dr}rwell
However, the plans and the sumrnary tables in the report do not lndicate that one was
prornded.
p Kb. Consider divadflng Basin 5 into iwn sub-basans, as bt appears from the narrative that the
runoff fi-orn khe enTire F3asm 5 is going to Fvnd A and also to Pond C.
7 '1The repQrt indicates that khe nanoff fi-ona 8asin 4 decreases with developrnent. Flease
explain.
8. Verify that the C]peratidns 8r, Maintenance Nianual gs canslstent with the proposed
drainage facilities.
gilll-044 9. Provide a draft copy of the homeowner''s assaeiation GC&R's.
GyK, 10 Please submit a typical swale detaal with each lat plan
Tf you have any questions about this review, please cQntact us at 477-36(]0
Sincerely,
! 7ahn V Hohman, P.E.
l7evelcapment Services EngineerlManager
Glor-ia Mantz, P.E.
F'lan Review Engineer
cc: Bryan Walker, Tamlinson B1aek Valtey - project applican#
Tarnrny Jenes, Spokane Counry Plannirag
PrQjeci file
*KANE COC1NTY ENGINEERIN(o
Tlevelopmerrt Services
80WSTRlNG RAETHC30 (FIFTY YEAft S7{7RNi DEStGN] PROJECT: Prairie Qrchard
DETENTIC]fV BASIry CJE5IGN F'R(JJEGT NO: P1$85
BASIN: 2,3,5
NIJMBER aF DRYWELLS RR[]POSEa DES1GNER' DE51GINER NANfE
Q Single (tYpe A) 0 Doubke (tYpe B) DATE:
7ntal Area (calc.) (see ki ) 1.24
Time flf Conc (calc ) (see H 1 ) 5 00
Composite "G" (r.alc.) (see H 1) 0.39
Time of Conc. (min) 5.00
Area (Acres) 1.235399449
C" Factor 0.39
Impervi❑us Area (sq. ft,) 12000
Volume ProVided 208' 607 storm: 0
f7utFlow {cfs} 1
Area ` C" Factar 0.48
#9 #2 #3 #4 #5 #6 #7
Time Time lntensity Q deu. V in V vut 5forage =
Enc. Inc -
(mrn.) (sec.) {in.lhr.) (cfs) (cu. ft.) - (cu. ft.) {cu. ft.)
t#1*60y (a•c•#3) {Outf.*#2) (#5-#6)
5.00 300.00 4.58 2.19 879 300.00 579
5 300 4.58 2.19 879 300 579
10 600 3.20 1.53 1072 600 472
15 900 2 47 1 18 1181 900 281
20 1200 198 0.94 123(] 1200 30
25 1500 1.67 0.80 1277 3500 -223
30 1800 1.46 0 70 1325 180[] -475
35 2100 1.30 0.62 1366 2100 -734
40 2400 1.18 0 56 1409 2400 -991
45 2700 107 0.51 1431 2700 -1269
60 3000 9.0(] 0.48 1480 3000 -1520
55 3300 0.92 0.44 1493 3300 -1807
BO 3600 0.87 42 1537 3600 -2063
65 3900 082 0.39 1566 3900 •-2334
70 4200 0.80 0.38 1642 4200 -2558
75 4500 0.77 0 37 1691 4500 -2809
80 4800 0.75 0.36 1754 4800 -3046
85 5100 0.72 0.34 1787 5100 -33 13
90 5400 0.70 0.33 1835 5400 -3562
95 5700 0.59 0.33 1910 5700 -3790
10[] 6000 0.67 0.32 9951 6040 -4049
DRAINAGE PUN❑ CALCULATIQNS
Grassy swale'208' pond storage dolurne
= Impenrious Area x.5 in 112 in.lft. = required: 5--eu..ft' ~
pravid'ed: 607 cu. ft 0 ~0 0K!
QFiYWELL REQUIREMENTS - 10 YEAR ❑ESIGN STORM
Maximum storage by Bawstring = required: 579 cu. ft.
pravided: 750 cu. ft. {]K!
Num'per and type of drywells required = 0 S1H(;LE
0 D(3UBLE
SKANE CCIUN'TY ENGINEEIUNdo
Development Services
PRC]J-ECT. Prairie archard DE5IGNER. DESIGNER NAME
PROJEGT NC]: P1$$5 C]ATE:
BASIN: 2,3,5
TIME OF CL7NCENTRATICIN (min) Svrface Areas °C'
Tc {averland} Tc (gutter) Qeseription (acres)
Ct = 0.15 L2 = 20000 pavementlasphalt d.2755 090
Z1 = 50.00 dnvesfsidewa2ks 0.1436 0.90
L1 (A) = 64.00 Z2 = 1 00 lawnllandscape 0.8463 [}.15
N(A) = 040 g= 0.00 earthen ditches 0,0000 0.00
S(A) = 0.02 n= 0.02 parkslplaygrounds fl DOOD 0.00
s= 0 02 forestlwaadland 00000 0.00
7c {A} = 3.17 d (ft) = 019 meadowlpasture 0.0000 0,04
d (in) _ 2.26 Total A Comp "C"
1 2354 0.39
L1 (B) = 0.00 Tc (gu)= 1.38
N(B) = 0.00 Tc(a+e) = 3 17 Q=c*i*a= 2.19
S(B) = 0.00 a(e5t.) = 2.1$
Tc(tot.) = 5 00
7c (8)_ 0.0 Intensity = 4.58 A= 0901272
WP = 9.6678
R = 0.0932
V = 2.41
Tc (tota0) = Tc (caverland) + Tc (gutter) Tc(gu) = 1.38
Tc (or+erland) = Ct*(L1'NIS"fl.5)"0.fi} fl(est) = 2.1$
Ct = 0.15
L1 = Length Qf Overland Flow Halding ~ 7.13
N= friction factor of averland flow (.4 far average grass cover)
5= average slope of overPand flow
Tc {gutter} = Length (ft.)Nelcacity (ft lsec )f60
B = 6attflm width af gutter or ditch
ZI = inverse of cross slape one of diteh
Z2 = inverse of cross slope two of ditch
d= depth of flow m gut#er (estimate, check estimate with Flow)
prea = d*B+d"212`(Z1+Z2)
Wetted perirneter r B"ci+(1lsin(atn(11Z1 )}+1lsin(atn{1lZ2})}
Hydraulic Radius = R = AreaNVetted Perimeter
Velacity = 1.4861n'R".667'`s1.5
FPow = Velocity*prea
n = 4,0 16 for asphalt
s= longitudinal slope af gutker
SKANE CC)[JNT'Y ENGINEERIN40
Z]evelopment Services
BaWST'RING N6ETHQi] (FIFTY YEAR STpRM DE51Cld) PROJECT• F'rairie Drchard
QETENTION BASIN DE514;,N PRQJECT ND P1885
BRSIN• 2,3,5
Nl1MBEF2 OF DRYWELLS PROPQSEp ❑ESIGNER: ❑E51GNER NAME
0 Single (type A) p E3auble (type B) DATE
Total Area (calc,) qsee H1) 1.31
Time of Cane (calc ) {see 1-11 } 5.73
C❑rnposite "C" (cale.) (see H1 ) 0.42
7irrae of Canc (min) 5.73
Area 4AcresJ 1,308379247
C' Factor 0.42
Imrpervious Area (sq. ft.) 11340
Va'lume Provided 208: 572 stvrm• D
Outfiow (cfs) I
Area * C" Factar 0 54
#1 #2 #3 #4 #5 #fi 97
Time Time fntensity Q deV. V in V aut Storaga
Inc. fnC.
(min.) (sec.) (in,lhr ) [cfs) (cu. ft.) (CU. ft.) (eu, it )
(#ti•sa) fkC'#3) 4ouff.*#2) (#5-#6)
5 73 343.51 4.38 2.38 1095 343.51 752
5 300 4.58 2.49 1000 300 7[70
10 500 3.20 174 1246 5017 646
15 900 2.47 1.34 1365 900 4E5
20 1200 1.98 9.08 1417 1200 217
25 1500 1.87 0.91 9467 1500 -33
30 1800 1.46 0.79 1520 1800 -280
35 2100 1.30 0.79 1566 2100 -534
40 2400 1.18 0.64 9614 2460 -786
45 2700 1.07 [].58 1638 2700 -1082
50 3000 1.00 0.54 1693 3000 -1307
55 3300 0.92 0.50 9708 3300 -1592
60 3600 0 87 4.47 1757 350(] -1843
65 3904 0.82 0.45 1790 3900 -2110
70 420(} 0.80 0 43 1876 4200 -2324
75 4500 0.71 0 42 1931 4500 -2569
80 4800 0 75 fl 41 20[}4 4800 -2796
85 5900 0.72 0.39 2041 5100 -3059
90 5400 070 0.38 2098 5400 -3302
95 5700 0.69 0.37 2181 5700 -3519
100 6000
0.67
0=36 - ------=2227 , 6000
======Y, 3773r ~V\
DRAINA~'aE PONa CAL+GULATIDNS D ~
Grassy swale'20$' pnnd storage uofume
= Imperviaus Area x.5 an.l 12 in Ift Fequired: 4~3 cu. ~t,
qrt~vided: 572 cu. f~t. - vK!
DRYWELL REQUIEiEMENTS - 10 YEAR DESIGtV S7DRM
Maximum storage by 6owstring = required: 2 cu ~ ~
,~r4►~icfed; ~7197cu. ~t. OK!
Number and type of dryvvells required = 0 SINGLE
0 D❑UBLE QP(l
KANE CUUNTY ENGIN~ERTN11
T)evelopment Serwices
PROJECT: Prairie Orchard ❑ESIGNER: DESlGNER NAME
PROJECT NQ: P1$$5 QATE:
BASIN. 2,3,5
TIME OF CC]NCENTRATlON (min) Surface Areas °G°
Tc (overiand) Tc (gutTer) Description {acres}
Ct = 0 15 L2 = 200.[]0 pavementlasphalt 02603 0.90
Z1 = 50.00 driveslsfdewalks 0.2024 090
L1(A) ~ 180.00 Z2 = 1.00 Qawnllandscape 0.8456 015
N(A) = 040 B= (}.00 earthen ditches d.QOD{] 0 00
S(A) _ 007 n= 0.02 parkslplaygrounds [].0000 000
S = 0.02 forestluvoodlarrd 0.0000 000
Tc (A)= 4.37 d(ft) = 0.19 meadornrlpasture 0.0000 0.00
d(in) = 2.33 Tatal A Comp "C"
1.3084 0.42
Ll (B) = 0.00 r~ ~gua = 1.35
N(B) = 0.00 Tc{A+B} = 437 [.1=C*I*A- 2.3$
S(B) = a.OC} Q(est ) = 2.37
Tc(tof.) = 5.73
Tc (B)= 0.0 In#ensity = 4.38 A= 0959718
wP = 9.9763
R=
v = ° 2.4s
Tc (7.otal) = Tc (aaerland) + Tc (gutter) Tc(gu) = 1.35
Tc (averland) = Ct°(L1*NlS"O 5)"C7.8} - Q(est) = 2.37
Ct = 0.15
L1 = Length of Oaerland Flow Holding = 7.13
N T friction factor of over1and f3ow { 4 fnr average grass cflaer}
5= average slope of overland flow
Tc (gutter) = Length (ft.)Nelocity (ftJsec.)J60
B= Batfom width of gutter or ditch
Z1 = inverse of crass sIope vne of ditch
Z2 = irsuerse of cross slope two of ditch
d= depth of fEaw in gutter (estimate, check estimate with Flow)
Area = d*B+d"2J2*{Z1 +Z2}
Wetted perimeter = B"cI+[11sin(atn('11Z1))+11sin(atn(l IZ2)1)
Hydraulic Radius = R _ AreaMletted Perimeter
G'elocity = 1.486fn"R".667"s" 5
Flovv =11eIoGity'Area
n = 0.015 for asphalt
s= Iongitudinal sl6pe of gutter
*KANE CaUNTY ENGINEERIN40
Develvpment 5ervices
BC:WSTFdING METHQ❑ (TEN YEAR STDRM ❑E51GN) PRQJEGT: F'rairie Orchard
DETENTlUN BASIN DESIGN PRQJECT NO: F1885
BASIN, 2,3,5
fVLlMBER OF DRYWELLS PROPC)SECJ DESPGNER: DESIGNER NAME
9 Single (type A) 0 C]fluble (type B) DpTE• Octaber 91, 2002
Tatal Area (calc.) (see W1 ) 1.31
Time of Cone. (calc.) (see H1) 5.86
Compvsite "G" (calc) (see H1) 0.42
Time af Gonc. (rnin) 5.86
Rrea (Acres) 1.308379247
C' Factor 0.42
Impervious Area (sq. ft.) 11340
Valume Pcovided 208: 572 starm. 0
Outflow (cfs) I
Area * C" Factor 0.54
#1 #2 #3 #4 #5 #6 #7
Time Time Intensity Q dev V in 'W out Storage
Inc. Inc.
(min.) (sec.) [in Ihr) (cfs) (cu. ft.) (cu. ft.) {cu ft.)
(#1 '6D) [A*G*#3] (QutF.*#2) (#5-#6)
5.86 351.33 3.02 164 772 351.33 421
5 30[] 3.18 1.73 695 300 395
10 600 2.24 1.22 876 600 276
15 900 1.77 4.96 980 900 8[}
20 12{}0 1.45 0.79 1039 1200 -161
25 1500 1.21 0.66 1065 1500 -435
30 1800 1.04 0.57 1 085 1840 -715
35 2900 {].91 0.49 1097 2100 -1003
40 2400 0 82 0.45 1122 240(] -1278
45 2700 0.74 0.40 1134 2700 -1566
5€7 3000 0.68 0 37 1152 3000 -1848
55 3300 0.64 035 1189 3300 -21 11
60 3600 061 0.33 9233 3600 -2367
65 3900 0.60 0.33 1310 390[] -2590
70 4200 058 0.32 1361 4200 -2839
75 4500 0.56 O.30 9405 4500 -3095
80 4800 0.53 0.29 1417 4800 -3383
85 5100 0.52 [].28 1475 5100 -3625
90 5400 0.50 0.27 1499 5400 -3907
95 5700 0.49 0.27 1549 57[}0 -4151
100 saaa 0.48 0.26 1596 saaa -4404
DRfIPNAGE P{QND CALCULAFIC7N s
Grassy swale "208' pand storage volurvie S'l~~ ~
= Impervious Area x.5 in.l 12 in.Oft. = required; C572 cuCIprovided: cu. ft. 4Fts
DRYWELL E2EQUIREMENTS - 10 YEAR GESIGIV STDRM
Ivlaximum starage by Bowstring = required: 421 cu. ~fftt. prprrided: 797 cu. OI{! Number and type of drywells required = 1-5tN L'E .
n DOu~~~ tAsl 6L slop e)
0- ~ ~
#KANE CC3TTNTY ENGINEERTNdS
Developrnent Serwices
PROJECT: Praicwe Drchard DESIGNER: DESlGNER NAME
PROJECT NO• IP1885 DATE:
B,4SIIV: 2,3,5
TEME OF CONCENTR4TION {rnin} SurFace Areas "C"
Tc (averfand) Tc (gutter) Description {acres}
Ct = 0.15 1-2 = 200.00 pavemenUasphalt 02603 090
Z9 = 50.00 drivesfsidewalks 02024 090
L1 (A) = 180.00 Z-2= 1 Ofl lawMandscape 0.8456 0.15
RI(A) = 0 40 B= 0.00 earthen ditches 0{]000 000
5(A) = 0.07 n = 0.02 parkslplaygrounds 0.0000 0,00
5 = 0 02 fflresUwoodland 00000 0.00
Tc (A)= 4.37 d(ft) _ 0.17 meadowlpasture 00000 0.00
d(in) = 2.03 Total A Comp "G"
13084 [}.42
L1 ('B) = 0.00 Tc (gu) = 1.48
N(B) = 4.00 " Tc(A+E3) = 4.37 Q=C*I*A- 1.64
5(B) = 0.00 Q(es#.) = 1 64
Tc(tat.) = 586
7c (6)_ 0.0 Intensity = 3.02 a= 0728308
wP = 86907
R= 0.0838
v = 2.25
Tc (total) = Tc (averiand) + Tc (gutter) Tc(gu) = 1.48
Tc (overland) _ Ct*(L1'"NfS"O 5)'^0 6) Q(est) _ 1 64
ct = 0.15
L1 = Length vf (Jverland FIovv Hralding = 7,13
N=frietion factar of overiand flow (.4 for aVerage grass cover)
S= average slope of averland flow
Te (gutter) = Length (ft.)Nelocit}+ {ft.Jsec.}I60
B= Bottom width of gutter or ditch
Z1 = inverse of cross slope one of ditch
Z2 = inaerse of cross slope iwo of ditch
d= depth of flaw in gutter (estimate, check estimate with Flouv)
Area = d*B+d"2d2'(Z1+Z2)
VVeLteLI pePIfT1BteP = B"d+{11sin(atn(11Z1))+11sm(atn(1JZ2)))
Hydraulic Radius = R= ArealWetted Perimeter
VelaCity = 1.4851n'R" 667"s".5
Flaw = Velacity`Area
n= U 016 far asphaft
s= Iangitudinal slape vf gutter
S{>akane County Engineers Project• Prairie Orchard ~
W. 1026 Broadway Ave 477-3600 J❑b No V05S0o01
5pokane< WA 99260 Qisc No •
Fde Narne: 24th RVenue
TYPICAL SEGTkUN C]ATA 16-Ocx-02
Rs]adwap half width ENTER--a 18.5 01,27 pM
Road Name ENTER- 24th Avenue:
Left t]r Fiight ENTER--a Right
: Cu rb Type B
5tation fnterval ENT'ER- Varies
M{AlIM1JlVY MA}CIMUM
EDP Elerr. Et3P Elev. Edge Pave
CENTER % SLOPE E[3GE D157 °Ja SLOPE EDGE plST FRC]M {-4 5°/6 (-2°Io to C;ulter
LINE CENFER- FR,VEMENT ClL TQ CIL TD F'AVEMENT EDGE PVA1lT SELECT- pesign Terp Curb
STATIC7N ELEVRTIUN LIME ELEVATIQN EJF EpGE PAVE °Jo SL~~~ rO GUTTER FACE ED ECIEV °lo GR,AQE °Ie Grade
1650.00 48.64 48 48 1050 -1.52 8.00 4830 -2.25
166568 47.70 -5.99 4748 16 50 -2.1 D -6.38 800 47.12 4732 47.31 -2.12 -6.31
4700 00 45.35 -5.85 4515 90 50 -1.90 -8.79 800 44.79 44.99 44.99 -2.04 -6.76
175000 42.00 -6.70 41.80 10.50 -1.90 -6.70 8.00 41.44 41 64 41 64 -2 0a -6.70
1800.60 39 15 -6.20 38.97 1050 -7.71 -6.18 $.D[] 38.61 38 81 38 81 -200 -6.18
1850.00 37.40 -3.50 3725 1050 -1.43 -3.44 8.00 35.89 3709 3709 -2.00 -3.44
190000 3658 -1.64 36.42 10.50 -1.52 -1.66 8.00 36.06 3626 36.26 -2.00 -1.66
1950.00 35.90 -1.36 35.68 10.50 -2 10 -1 48 8.00 35.32 3552 35 51 -2 13 -1.50
1960.96 3574 -1.46 35.50 14.50 -229 -1 64 8.00 35.14 3534 3532 -2 25 -1.73
1988.56 3522 -1.88 34.98 10.50 -2.29 -1 88 8.00 34.+62 3482 3480 -2.25 -1.85
2000.00 34 97 -2.19 34.75 10.50 -2.10 -2 01 8.00 34.35 3459 34.58 -2.13 -1.92
1.73
Spvkane Goun4y Engineers Prmject, Voss Espressa Budding '
W 1026 Bmadway AVe 477-3600 Jah No VC)554oo1
Spokane, WA 99260 Disc No
Fife 1Vame: Market
TYPICAL SECT10N C3ATA 46-Oct-02
Roadway halfi width ENTER-y 1$.5 01,27 PM
Road IVame ENTER--, 24th AVenue
Left vr Right ENTER- Rrght .
Gurh Type $
Station Interval ENTER- Vanes
MINIMUM MIa7CIMUM
EpP EIeV €OP EfeV Edge Pave.
CENTER % SLOPE EDGE DI$T. °to SL43PE EpGE QIST FRCJM (4.5°/a (-2°la to Gutter
LINE CENTER- PAVEMENT CIL TO CIL TC] PAVEMENT EDGE PVMT SELECT- C]esign `l"op Curb
STATiC3N ELEVRTIC]N LINE ELEII'ATI4N FJP €CIGE F'AVE °/0 SLDPE fO C'aLlTTER FACE ED ELE►J °/u GRADE % Grade
1650 []0 4864 48.48 1050 -1.52 8.64 48.20 -3 5Cl
1665 68 4770 -5 99 4748 10 50 -2.10 -6.38 S.00 47 12 47.32 47 95 -4 12
170000 45.35 -685 45 15 10.50 -1.90 -5 79 8.00 4479 44.99 44.84 -3 B7 -673
175000 42.00 -6.70 41 80 1050 -1.90 -6 70 800 41.44 41.64 41.52 -3 50 -8.64
9800.00 39.15 -620 38 97 9050 -1.71 -618 8.40 38 61 38.81 38 76 -2 B3 -60$
1€350 QO 3740 -3 50 37 25 10 50 -1.43 -3 44 8.00 36,89 37.49 36 98 -3 38 -3 56
990000 36.58 -164 3642 1050 -1.52 -1 fifi 8.0[} 35 06 3626 36.14 -3 50 -158
1950.00 35.90 -1 36 35.68 1050 -2.10 -9 48 $00 35.32 35.52 3538 -3 75 -1 52
9960.96 35.74 -146 35 50 10.50 -2.29 -1.64 B.00 35 14 35 34 35.20 -3 75 -1 64
1988 56 35.22 -9 8$ 34.98 10 50 -2.29 -1 88 $.04 34,62 34.82 34.7(] -3.50 -1.81
200000 34.97 -2 99 3475 1[] 5Q -2.10 -2.01 8.00 3439 34 59 3448 -3 38 -1 92
1 72
#DIVIO1
#QI!!10!
#DI!ll01 -
#oiV/o1
#oiuia1
#aiv/o1
~ `
PLAN REVIEW CHECKLIST
~
gRaJEe-c mp f'3 sREVIEw ~ nATE: I0 2
FRO,IECT NA,ME: Pa1 o 1&a fA.
FR{]JECT EIYGINEER: DctYf- RCJIAaaL~ ~
P1Zf]JECT APPLICANT: ayly~Cs ~ V~Ia(
1
COUN`f'Y REVIEWER: 6NAN~
COUNTV S'i'A1V1)ARDS (eirrle one): 1981 1995 ~ 19991 2001
~ ADM.1NISTRATIVE REQiJZREMEIV"x'S ~
vu oEInin❑ l. A signed fee agreement is 3n the file
rg .11„mCl 1 A campleted Submittaa Checklist has been included with the road and drainage plan subrnictaZ
vpOn6vra 3 T~te pro,ect is lacated outside the AquiFer 5ensiti~•e ~lrea.
v~~e~H~n 4 The plat lies outside designaCed 1[]{]-year Flood Plain Area
vXo❑Nrh❑ 5 The project is lvcated outsade af an identified Siarmwater Management Problerrr Area.
i•.❑vo1:1'nIa~ 6 Any design deviations are approved,
r.Ao13HinD 7. Lacate the Fmdings and Order £ar the project and read the Conditions
vXIndDwn❑ 8. Capy rvad design element tatale t"rom Pre-design Meeting Nutes and attach.
~~es1:1,o0rria13 9. A site visic was perfarrned. I3aPe•
~ PLAN REQUIREMEIVTS ~
v~o0,vraC~ 1. First plan sheet has a prflject t7, a vicmi~ ap, an mdex a~'pIan sh~ and thc cngineer's certificatian siatement.
v?S vZInIa❑ 2. The plans are signed by ehe develaper.
rn v6❑r.r..❑ 3. The plans are stamped, signed and dated by a Washingtan P.E. -
►^~K.NoEl nrn❑ 4. Rvad alignment includes 10(] ft Stationing, stations increase west to east and south to north; station equatioms
slivwn.
V. na1:1 srnEl S SCCti4ri, TQAmship and Range are prvvided,
YeS_ dQNen1]' S. Eearings on che road centerline are provided
vC,OnaQN/,eEA 7. Curve data (radius, delta, arc length and serru-tangent) is sho«m for all rvad centerlines and curb returns
vmULNo❑m.►0 $ Existmg vtilrties are shorasn on the pCans
v~gZJDMA0 9, Progased utilities are shawn on the plans
►~~~fNo❑,tirACI 10. 3ntersecting and adjacent raads are iclentified and shQwn, as are any adjacenC suhdiuisians
1:10 O~~AO 11. Narth arrr~4v and scale (mun li,nch = SO ft; = 140 i~ DK for large lats; = 20 ft for c]~attered plan) are s'~own.
rnE] 12, A NAVfa 88 benchmark is called out on the plans.
r.❑~~n❑ I3 Title Blvck to include: praject name~sheet numbel!~aad name and road limsts (bystation) M;§S)-Arb, PCfto LFft, IIf
res 1o0NInE] 14. Section and loF lmes are shown on the plans,
res 'Qllrwn❑ 15. The Standard Pfan Notes are included on t}ie plans. C\~
v.D(NoCNrn❑ 16 Existing and finash contours are shown on road plans.
ENG Al] FntmslCheeklisisfF'ian Review Chcrklist doc Page l of S
Revised 05/31I02
,
YXI,,dOMA ~EWs`ra~ETs ~ul~n S f~i 00C\
vn[1b0,. 1 The plans shaw a typical road erass-seckian.
rJIYXIwa a. Tf yes, cross-sectivn shows. Exisiing RIGV, propased R11rV, proposed width, future setaside, edge of new
pavernent, caxrbs, sidewalks, and any other required impraVements.
vXINuCIPn b. If yes, crass-seckian arr tlie plans shows ihe CrQSS slope between 2°!o to 4 5°/n
r.❑no131VIA c. If yes, the cross-slope is correct when checked on rhe profile drawings.
rEJAwaQYea 2 The proposed street width rnatches the Finrimgs and drder.
vo OrrIn 3 Centerline slapes are within nununum and maximum
~n nN.❑Nra 4. Vertical curve lengths are adequate (use spreadsheet)
YeNoONJ S Honzontal curve radius values are adequate
rh NoO.Q 6. The curb type is Type B for public roads and Type R for pnWate
r~0~o❑wi. 7. The curta grades are ?0.5°10.
vo 11 no ❑Nda a I£no, there is an appraved design deviation in the file
voOnbONra CUR13 RETURNS
v.13rva11 ~,iA 1 BCR, MCR, and ECEt stacionslcleuations on curh returns are shown m the plan vicw
v.13rra11Nra 2 Curh return radius values are adequate.
v.❑rra❑nra INTEd'{SECTIf]NS
v~. []~ra[:]',ia 1 Interscction separation is j l50° an ]ocal access streets and 300' an arterials
vEg❑rro❑~,a 11 2 The mrersectrons meet the landang requtrements (2°/0 1995 Stds; 2°~0 dOWIigC3deI4°/q upgrade 139912001 Stds).
r.5❑w. ❑NIa 11 3 Wheelchair ramps are prouided at intersectians with sidewalks.
r.SOrro❑,tira 4. Sight disTanGe i5 addressed Par eaCh interseetivn; analysis {plan and prafile} is pravided where apprnpriate,
va[Jno[:]ti~AEI CUL-I"lE-SACS
Yes aIIti~A 13 1, The center af cul-de-sac statian is shown
res 13,iAl] 2, The cul-de-sac curb is shown in profile
Yu, q12-wa0 3 The cul-de-sac radsus is 45°15(}' diameter
res No QYrA❑ 4 The cul-de-sac grades (tmp of cwb) are 1% manimum.
~ r.'Qtio11z~A11 TRAFFIC C{]NTRUL SIGNAGE PLAltif
v"ON4Drv,A~ 1. Street name signs are sho~vn at a11 intersectivi~s.
YJ3;v4❑„a 2. Stop signs are showrt for all srreets that intersect an arteroal; ail cather prapased stop signs vn pub]« roads must he
~?K'd by Gaunty Traf'fic Engineer, Bob Srueggeman
r~❑neOrrin~ 3 F3arriers are shawn at tlie eiid af dead end streets (when necessary).
v~13No❑n/a0 4 5pecial signing issues are addressed (Check with the County TrafTic Engineer)
v-0ra11N1A1_3 C,HANNELIZATION PLAN
Y-91INaEINIn❑ 1 A stnping andlor channelizacion plan has been submit[ed
Ya0NaONrAD 2 Channelization Plan has been reaiewed and QK'd hy Bab Brueggeman tn Traffic Engineenng,
FNS'a All f'ormslChecklistslFlan Acview Checkhst doe Page 2 af 8
Revssed 0513 Vp2
/
Yra11u13M1D STPLEET WIDENING
re5*413MaD 1. A street cross-section is shown far widening existing streets.
v.Jv.OninO 2. Crvss-section shows• exrscing R1W, proposed R1W, future sct-aside, and edge af existitig asid prvpased paverrient
v"'qna❑tiia❑ 3. The grvposed new width naatches the width requiaed in tiie Condatrpns
ARno'❑wnll 4. The curb type is Type II for public raads and Type R for pnvate
rANQOruA13 5. Curb section crass slcspe is between 2°/o and 4.5°/0.
v.%vZI,,,mE3 G. Curb grades are 5°/u.
vAYa❑Nra❑ 7 Length af pavement tapee out of praject = VLaS2=6[} For S 40 mph, WS for > 45 mph
r.❑NsONinO S. "f ransition from end of curb to existing pareing is shown (curb shou3d nose dawn in 12")
v-%so viaO 9. 10flrnsn.} paaement taper anto prsaject is shawn (consider RlW)
v.❑n.Pq1A❑ 10. Widening spreadsheet has been Prpvided, new cross-slopes and gutter grade are appropriate.
Lt~~ s4rG& ~ ~`v, ~ ~ ~+.►ra~ ,
va❑no~~v,~ DITCHES
r.S13NOOrvin i, Ditches are identificd in plans, details provid'cd, and havc a mintmum grade of Q,5°Co,
v.11.Onin 2 Profiles and cross-sections are shatun on the plans far all prapascd channels and ditchcs.
r,J❑hq:v- 3 Ditches with eradmg uclacitics havc limng far crosion prateciian.
rnQ,ti01141n CULVERTS ANZ] PIFE SYSTEiNS
Y.❑Ya❑nin l. All culWerts and ptpes are shown in prafile (typ€s, stations, affscts, lengths, arrd inverts)
r.11~0NIn 2. Ali pipes are ? 12"; 10" is allowed hetween catch basins ar drywells, af the length 5 44 LF and velacity 2 4 fps
v~❑vZIniA 3 Thc minirnum cul►+ert and pipe slape shown as D 5°/a
va13YoE1n1a 4. '1'here is >32" of coucr for all culuerts 1 storm sewer pipes, 12.5' (PVC), 1 5' (CMP), i'(FtCP) {HDPEIAL7S}}
YeSONOOMA13 5. 'I"he culvcrts are stationed frvm ccnterlme statianing
rCS❑N4EInia ' 6. Fipe anchoes are shvwn fvr pipe gaades >20%
t^.❑rvoOwa 7. Encrgy dissipation 1s prmrndcd (r e nprap around culvert outlct)
r~QNZIrria 8. All angle pomts in thc pipe system have suatahle access such as a catchhasm, cleanout Qr rnanhole for cleaning.
rOUN6ON+A 9. All pi pes are located a min imum af 5 feet fram a rear ar side pavpert,y lme,
Y2F11Y413n1AO INZ.G 1 S
vpA9IIYr.aO i The ccntcrlina road statians, offscts, and invert elcvations for all infels are shAwn in the plara uiews.
re90r6❑;via 2 1nIer gratc type is shown.
r.11nQ0Vrn 3. Catch basin, in1et, or spccial manholc details are shawn ar a standard cirawmg is rcfcrenced
v.01o11N1A] 208 SWALE & I)RYWELL 5YSTEMS
vES YOOnIa❑ l. 'Fhe swale is locaced outside a futurc set aside area.
NaOvIn11 2. Swale floor elevativrt is shown on the drawing.
v.1%o11N1A11 3 I]imensions are shown for bgttnm of swale
ti•.V,o0n,,►13 4 5wale flaor is 6" belaw dry.vell grate ele.+atson (8" if soil mi: UrP ,&SP=,fPd Qr CEC testmg rcquirement is nated)
vJONa❑nr,►1A 5 Sodlturf{hydraseed and sprinkler system is spec4fied for puhliely rnaintained pands
r.12~o❑nin❑ 7 Dryland grasses specified for poatris anamtained by homeowner's assQCiations WXw\.1f~
rr1!L13V,AEJ 8 Swale side sieopes do not exceed a 3 l side slope [2:1 sidc slope is allowed if swale depth as < 12")
rES1.23yo ❑;v1n❑ 9. 5wale flvar s6" heZQw nvrmal gutter flowline at curb inlet vwithout dry, we11; > ) 0" with drywell.
ENG t111 FomislChseklistslFlan ftcvicw ChccklisF dQC Page 3 of 8
Revised 05I31102
• 4
r~❑nIInInEI i Q Swale ralust haWe 3° freebaard above the max water surface elevation far thc design storm.
~
r- na~NrnO 1 l. A cross-scCtinn of the pnnd is sho~vri
v~g wQ❑NIa0 12 A grading pian has been pravided for ihe pond, at a rnmimurn, finish Cnnt[]urs have been pravtded
ro•"❑Ixo❑WaN-1 13 A 6 ft visible through fence ds peoWrded if 4hc swale is > 1' dcep, ssdeslopes exceed 5:1 and cannot drain in 72 hrs.
vJ oOVMEI 14 Qverflow from a swale at a low pomt is directed away from srruetures
►rts IN Uva,EI 15. L7ryweU type is specified.
v.s Yo[:]N1A❑ 16. l]ryvvell gratc type is specifiied
reseUn~AII 17. Drywell should he offsei from the eurb inlct.
r~[INXIhra 18. Multiple drywelis are ]ocated rnore than 30' apart, center tvi center,
vesN/a 19. Drywell is iocated within S' of the curb line, vr a mamtenanee access route and easement are provided
ve11,.0,,a%20. A 12' maintenance access driue to the bottvm of pond is provided, necessary,
v~sONo~n~.a❑ a. If yes, an all-weather surface (fi in gravel), min 12 ft wide, min 20 fr. easeanent or tract, with c 20% slope.
vM .vo❑VinU 21. Fivttom of drywell has a 4ft mfmmum clearance from any limrting layer (ie, bedrock, clay, or high grvundwater)
vOONoEI~IA I3ETENTIOIV POND
v.~13NoQHin ' 1 The pand battam battam elevatinn is showm on the drawing
vesElo❑nIA 2 dimensians are shown for the pond bottom
YesOrqoElNrn 3. Sadlturf/hydraseed and sprinkler system is sgeciCed far publiciy maintained pands.
YuQMo1:1nin 4. Dryland grasses specified for pands maintained by homeodvner's associations.
vcsUiQllnia 5. Pand sidc slflpes do not exceed a 3]
Ye5❑nXIMa b A cross-sectson of the pond is shown.
res❑'Y9E1ntn 7. A grading plan'has heen proWided for the pond, at a msnirnum, finish contaurs have been provided
rre11n11,a A 12' maintenance access drive to the battcsrn of pond is provided, if necessary
r.0rro011ia a IFyes, an all-weather suTface (6 in graves), rnin 12 ft wide, mun 20 ft easernent or tract, hi'1(h C~0% SIDpe.
YeS❑N012"A 9. A6 ft vistblc thraugh fence is prvvided tf the swalc ts > 1' deep and sadcslapes exceed 5 1 and cannvt dram in 72 haurs.
Yeg❑ne11'/a _ 10, Berm height is greater than 4 ft ut height
ra❑no❑NIa ' If yes, dessgn mcludes a keyway, clay or geotextile kmer and is in accordanee with Fig 47 of 5W Guidelines.
v.1:1no1:hWn~ 11 Berm height is greater than 12 f't in hei~,ht.
ruEN9~s~,o a. Ifyres, geotechnical report and subsurface anvestigacion has been prepared and suhmitted for revaew.
vEs❑No0.Lra EVA'PORATIVE PC]ND
Ya❑vQ13r:, 1 A cross-section of the evaporative pond is shawm
V" Ov0 OnIn 2 A grading plan has been provyded for the pvnd; at a rninimum, iinish cantours have beei1 pravided
3. ScdlturfAhydrvseed and sprdnkler systerr> >s speceFied for pubficly rraintained peands,
r. ❑Nn❑,reA 4. Impermeabge lzner of Gorazpacted clay, bentonite soil mix, or plastic, with seepage rate ~1 xld"7 cnils.
v.11a0r/a 5. Gryland grasses specified for ponds maintained by h6meowner's assraciations.
v.[:]NeON,a 5 Beron height is less than 4 ft:n height.
v.❑naQ1rn Ifnv, design includes a keyvuay, clay or geotextile liner and is in accDrdance wikh Fig 47 of 5W Gurdelines.
5'esOYoO'n, 11 7. Berm heighC is less than 12 Tt in height,
v~❑r~a~,~,, a If no, geotechnical reporY and suhsurface investigatron has been prepared and submitted for review,
,~0,Qll-.+ 8. A 12' maintenance access drsve ta the bvttom aCpQnds is provided, if necessary
r~30xo❑~aa a. If yes, an all-weatF►er surface (fi in gravel), min 12 ft, wide, mm 20 ft. easeznent ar tract, rvith < 20% sYope.
vuONQ❑nIa 9. A b fl visilaIe [hrough fence rs providcd rf ihe swalc is > i' dccp and sidcsloqes cxCecd 5 1
ENG AI1 FormslChecklislslPlan Review Checklist dac Rage 4 of S
Reuised 05f31102
~
v~❑Ya❑Mn❑ EASEMENT~
~CSOHoOMntA l, All drainage ditches havc adequate drainage easements foe rnaintenancc
va❑NZIhInIA 2 AI[ storm sewer pipes have adequate easements for mamtenanc e
Vm❑no❑vfaEq 3 There arc cxisting ar prvposed eascmcnts fdr natural channels
rp[INZIrvIA 4. Easements for natural ehannels are adequate to pass the SD-year storm plus a 30%
Y.E]N9[:].NIn 5. A public drainage easement is provided wherc public street drainage is d1vertcd a:7tv priVatc prvpcrty.
rm13,tiA:1Vr,e 6 flverflvw easernents are provlded from swalesfponds Ivcated dn low pvints, where necessary and pcassible
i^.[:]rr.❑K,,,'r.71 7 Sight distance casements are identified.
v.~k'oOn»EI 8. Easemcnts for 208 swalcs are shawn an the drainage plans
vQS11o11.0 EROSTC}IV & SE131MEN'1'ATION COIVTRC7L REQL1IREMENTS
v~ ~OvI,.[] 1. The hasic elements are on the plan (silt fence, rack construction encry, checkdams, etc }
s<<g ~va❑~nIa11 2 5tandard Nvtes haNe been mncluded
~ REP(7RT REQUIREMEN'T'S ~
v~ a~n,rn❑ The calculations are sta~nped, signed and dated by a Washington F E
v~ ~o❑N~n❑ 2. A SC5 soils map is included,
v~ rv.~~.in❑ 3 The perpetual matntenance vf drainage systems is provided fvr. ~
r°~Orrd❑niAO 4. The pre-dc►+clopcd CN value matches 4he rccent land usc (pasturelrange = grazed bp hvesYvck; agnculturc = farmed).
+~~Ono❑~vra~ ROADS
vZ1N11 N' a 1. Guttar tlQw depth and non-~laoded road ~uidth eValuated far com,~liance (see GSIV3 Figure 37)
v.~,~~11~ 2. A site distance analysis has been pror+ided for each intersecnon.
veSOrrZIMnD a A sight distancc easernent has been prravaded for encraactunent a2 ft.
v~ro~]r,in❑ 3. Snil borings have been taken and sail has been classified as per ~ISC system
resva❑,ra❑ aCounty matnx in Road Standards was utilized for pavement section design
reslRnZInin❑ b. Pavernent design method and propased seetion(s) are adequafe,
Nes~i\o❑YIA~BASIN M,F,LPS
rE313no1L')%v1n❑ I. 14 pre-deaeloped basin map is provided,
ves nQ❑sr,a❑ 2. A past-deueloped basin map is provided.
r~ ,o❑NIn0 3, NQrth arrow and seuPc are shown
vCs Q1:1MAO 4, Sub-hasins are iabeled and correlate wsth calculations
v~ h9Q;~rn❑ 5 Cantoursf5ppt elevatians are sha.~•n
ro NaOnuaO 6, Tc rvutes are shown
v~s ,rXJNrn~ 7, Exisfing drainage eourses are shown.
2o❑hiv,~ S. Proposcd drainage cQUrses are shown.
911tiia❑ g, The drainage design maintains existing shecY flaw gattcros without cancentraffng fiows
E.NG All FarnmslChecklistst15kan Rewiew Chccklist doc page 5 nf g
Revised 05131102
res~SO~illa~ BAS1NS
~ rCs ~aElia1:1 i. 9-lydrolagi c caleulativns are provaded for each basFn, {Rativnal Forrriula i f lU acres, S C S TR-55 1 f area > 14 acres}
rn o1:1N,a[:1 2 Dn-srte = 10 year design sTarm and off-sitc = 50 ycar design storm.
v- naOwa❑ 3 Runflff rate is caanpared hetween enTire basin and raad area, largcr ratc Cantro ls.
Y~Q,vMNIn l}ITCHES
Y~~~01:31Nrn 1 I)itch calculatiQns havc bccn prvVided (50 year starstt, plus 30% freebpard)
rcs[2No[_7]nrn CiLILVEFtTS AIYQ F1PE SYSTEMS
t~~~~❑VQOnIn 1. Sackwatcr analysis for any pipe andlor ditch is mcluded.
v"~rrOOnIn 2. '-3eadwater eaPculativns for culverts are pro►+ided.
vOOxo❑1VIA 3. The head~uater for culvert entranccs is ufidcr 2~ for < 18 " m~ and 1.5 ~ for Guls~ens greater than l 8" m~.
Y. ❑tio❑'nrn 4. 'The minimum r~elocity within each pipe ef the pspe system is 4 fgs.
V~❑No❑,~Ia ' S. 'Thcrc is a rsiinimum freeboard of 0.75 fcet ir~ cach catehbasm and manhale
v~❑YoOn~~ b. Rdprap dcsign calculations arc grovided
rvo1:1 nrn~ INLETS
Y.
ylm NQ❑Nrn13 1, Curb inlet capacit}+calculatians are mcluded.
vnOrA❑Nra~ 2 Penmetee Calculatsqn does nvt mclude the stdc vf the grate agamst the curb face
r«❑rr6❑~v~n 3 Perimeter of graCe is - 2 for calculativns whcrc there as nv curb vpening
ve,Odo11en13 20$ SLVAI.E & DRYNVELL SYSTEMS
I~KVJ❑nra❑ l, Svsls type is "pre-approved" for drywells withvut percolaiion tests (see page 4-15, GSM).
v~~QO1rn~ a 1f no, ageotec'~nscal repvrt is included and recamm~dations are accounted ~'¢r.
v~ .11NiaE] 2 Swale area is ? required area frvm `208' calculations for impervious areas.
va C13(o114+aE] 3 20$ swale flaar area, valurnc rcquirements sixed properly to treat imperaious sur#ace areas.
vnON6❑nrra DE'TENTFUN pUIVA
rraONoQKI„ 1 Conlams Sp-yr develaped
,rE9❑,o1131YeA 2. Releases at 50-yr pre-d'eveloped.
v,X1rra0Nr.a 3 Consrol structure is desigaied tv release rates specified in the Corrdihvns
ves[INXInIn 4 Dou+r►stream channel or pipe system ean handle proposed flows,
v4"11%a:1ni,+ 5, Ernergency Qvertlcaw weir for li}0-year past-developed flaw rate
ve~~n~~0~~,a fi Sump prior ta outlet ta control sta-uciure.
rz..❑ns0;~,,~ 7, d'' min. freeboard at 50-year design starrn is pro►+ided.
S. SCS method used in rauting analysis for detentiora portd sizmg.
r~90,~❑Nrn a. if yes, basms with CN values that differ tay 20 pQints or more have been evaluated separately, and then added.
vFS❑,o❑nfn 9. Qpast ~Qpre
r~❑.r~~,,~n 10, Vpast Npre, if in Conditaons 4r deemed necessary due decis:an ofCounry Engineer.
ENC'i All FssmislChecklistslYlan Revicw Checklist doc Page G of $
Reuised 05131102
Y'es❑RoI~N1A EVAPV~~IVE POND
T
,~~~❑~6❑Y~a 1 "CQndiTiom A" - no surface discharge; hvid all pvst-deuelnped valurrdc, begin 2 yr cycle wtth 100 }r storm in pand.
ws EItipi❑xia 2 "Condition B" - existmg surface discharge: past rninus pre-development Volume, wnth 12 safety factar; 2 yr cycle.
v~30,.o❑~~,n a Ifyes, in addrtian, a separate detenti4n storage system is pro►•ided to atienuate peak flows during design events.
r~~Yo~n~n 3. T)etention system is designed in accordance with SW Guidelines (see checklbst abowe).
4. Water budget cycle iterations har+e heen pravided• starting ai seaeral different months (tygically Oct through Feb)
r1❑SoDyrA a. If yes, the ananth thaa nets the greatest overall (tatal at end of cycle) storage volume is used for fuial design
rX1,11,n S. Average annual precipitatiun rate has tseen adjusted far lacation (Fig 29).
rXINo❑N,a fi Runaff vQlumes are deternuned by the 5CS hydragraph methrad.
vu ❑N 9[E]IN I n a If yes, rranflff' Volumes have calcutated separately fQr permeable and impervimus area, and shen addcd iagether
ru 13 na1133Nrn b. Ifyes, antecedent moisture cpnditions have been taken Znto accnunt for frozen and saturated ground condinans.
vAIM1XI,r,a 7. Tnvestagation and discussaon has been inrludcd that addresses the potemial for maunding, dowmstream impacts, etc.
Y. 0,V.11nIn0 20$ LC?T PLAN$ CHECKLZST L'~~
~ ~pt [1 A7
vuYZInin11 1 Lot plans are an $'/z" x 11" paper siae
Mes W40,tib0 2. The lot number„ biock number, suhdivisioai nasne, date drarm, scale, nvrth arrow and street name
vu Y.~Ni,a❑ 3. Easernent damcnsians are m relation Eo properfy lanes or corraers.
Yeu❑hIA❑ 4. Locatioii Qf curb and sidevvalk (4r edge af aspha]t} are shawn.
~"EIr,X,,a❑ 5. Setback requirements indicated. s1 ~
v~K,o0waO 6 Swale flcr4r e1eVatxun ShDwn.
va No11ri,-E 7 Swale floor dimensians are tn relatian ta property lines ar corners
Wes tiAy,a E] Rim elevatiarm drywell type, frasne and grate type, center8ine offset ana starion are shawn. Lo4 9
rcs[Jna[3wA ~ 9, Any drainage ditches, or acner related easements are shawn
ra❑No~N1AI~ l[i. Depth from the narmal flawline to bottam of swalz is indicated
YXImZI 313 11. Existing casements, buildings, future set asides, and required buildrng setback lancs are shown.
rcs0,,o 1-4113' 12, A cross sectivn of the drainage faeilitres (ie, swale, drywell, cateh basin, ditch) is on a second sheet.
rC511e- 1n0 13. The Crcrss section shrrws the concrete apran, Ft O.W. iine, and speciFies sod or seed ixux
Ah11.11 14 APE stamped a1l pages af the 1Qt gpans.
~ uNrQuE DEsrGN ELEn~ENTS ~
WEYaONr.►' UNDERGROi]NLti GRAVEL GALLERIES
v.OYXInrFn 1 The Me is suitable for underground gravel galleries based on the site screening critetia in the standards
regElo❑nrn 2, ,3 void ratio for gravel £ree spac e vaTume as used or test infcrmiation is provided to austify rativ used
vE,❑No❑s,a 3. Perc rate from field Cest is used ta develvp 4utflow rate. /
- 1.11ho01A 4. 14-yr eve nc voluane is cantained entsrely undergro und.
s=~❑n~~nr.~ 5 164-yr event valume contained by a combi nation of un dergraund st4rage and ahove graund storage Ysp to 8" depih
r~~tia~y~n 6 Soil mixture is speGified for water depdh in pand exeeeding 8°',
v~13rrdEItIn 7 EIlLYi'e g3l1ery Y5 Wi'5ppea lIl fiICeY FabI1C
v"[1rro0n1A $ Adequace freebaard is pravided in any alaovegrvund storage pond.
ENCF Al1 FormslCheck]istslFlan Review Checklist doc Page 7 Qf $
Revised 0$131I02
Cf]1VDITIUlVS ClF A$'PR[]VAL
A4 e -OLa~ -~--4
l J 4 .
'NA `f2. CkJ - CU -sa.c. s ~ ~t 6e
~
~ 2 k~v\ 'i s 0, tD[LecAo-I C,r~04i cj,
~r ~ ~ ~ r s r d•~- .
~ NOTES ~
I +k A bciA V e va CW-d sU wiq Y v [71"1 . ~
" At Ito,"f b*r,. b ~ ~ - ~1~'► 4 f ►tsw ~ I k vc-4 *W.Ai
~
~ sift -Nt 4W.4 c. - ( ,o-r s
J ~ Y
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d&FA F*K 209
tA V~ ~~C K4 ~ ~X44 T&Uf ~ c.t- n04 A Ai "A
~-p@yVL P 06 W' ~fj IW r1fl 1 nif- 4--
.
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-8Ni A rv)cli rAti. --k'"t C v-ep~ +Ck/`qv,cJk
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~1re 0)sAv~ ~ ~
ENG All FcarmslCheckLstsl]'lan Revi ew Checklist dnc Page 8 oF$
Etevised 65l3 1lQ2
~
~ ~ s r ~I ►~tr~, ~~rr~. I~U,{~ ~ C ~ C~ ~ ~-~1
A2-10c3D ~
2 -3,20,8 ,
313 ep. 30 ~ z OC) ~
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C g'~~ 464 930 7-1 5- 2 -Vl 4 4v
r ~ ~~e.
~r ~ 69 2~1 4665"'
RECEIVEQ
AUG I b 2002 pRE-SUB1VV~ITTAT1 CHECKLTST
sPOKANE cauraTr ENGIuEER
PRa~~CT#: P/29 pRoJEcT NAmE: 1-~(d ~ ~ ~&W& REvrEw 1 aATE: J, t (-,1 a ~
C(J[1NTY REVIElVER: COMM FR(3JECT ENGINEER: &,SQ V1 MJLr0kV ~ REVIEW S'~'FIS:
A
Revreiv ilae Pre-1]esigil Meetrilg Na1es arrd cl:eck~'r~r iii:rque desig►r criterra, copy i:oles f applacabfe.
RClA-D AIVD IlRA1NAGE P1.AN - BASIC E,l.,EMENTS
v~ ~ rro~n~,~~ The first sh~ of th p1anS has t~ e pro)ect trt e, v~i~i map, S'~'R standard iiotes, index, ~"r~d certifcat4oi tatement.
Y.11ra11r11 2. North arrow, sca4Khenchmark and statioi1 equati4ns are sliown.
V~%,ZI,,ra❑ 3. Existing and propased utalities are shown.
v- ~v~~Ntn~ 4, Curb return elevations {F~GR, MCR, ECR} are shflwn
~~zg`~v~11 Nrn~ 5 CurYa grades arc ? 0 5°/o
r.P,No❑Nra❑ b Cul-de-sac curb is shown inprafle
vu o13nra0 7 A typical cross section is identiiied for each mdividual rnad, public 4r priYate
t,sD,o &►E] 8 All dstches are shcrwn in profile and cross-sectio:i, atid have a minimum grade oF4} 5°/Q
vcs❑ oLJnraX 9 Pipes and culverts are shown in profile {types, stations, offsets, lengtlis and muerts}.
ti.ONIaO 10 Locations of curb inlets, grates, drywells (hard structures) are referenced by stations and vffsets
y~ o13Mn0 11 Swaae flonr is damensioned, with floor elevatiozz, sideslopes and depth indreated in the plan view and Grass section
v.),. ONraE] 12 Dryland grass seed rrux is prapased where applicable, ar hydroseed, sod or turf is specified
v❑wea151 11 Maantenance access is graaided to all prsntis, swales and struckures
r~❑xo~K~.s~ 14. Randam check indscatcs l9iat pipe profile infarmakiari correlates with general notes and plan View informat«an,
J~L,oElwll 15 Erosivn and SedimenCation Control plans are pravided as part af the subrtuttal package.
URAINAGE R.EPORT - BASIC REQUIREMENTS
ve~,vo0~,a~ 1 , Separate pre-developed and post-developedbasin maps, wuth Gvntaurs, are prouided.
11 2". 6~ Nin❑ 2 Existmg natural ~ainage courses, floodplains and weklands are showii on the basin maps (and pians, where necessary),
r, 11 3 Exisiing sheet flowpatte6ns are maintatned; no drainage is concentrated inta a paant discharge.
r~~Na❑'nrn0 4. Hydrologic calculations utiliae the appropriate methaad: Ratianal IVlethod for 5 1[~ arres and SCS Method for z 14 acres
ves❑Na0~si.0 S Post-developed basins with CN values thaT dsffer by 20 pt have separate hydrographs far permeable & unpervious areas,
v~~,b❑,,ill f. HydroingFC calcs: ansite 10 yr, csffsite 59_yr runoff' event for swales; 50-yr dev uolurne fQr deien. pands, oe meet
candstions.
VfP ,tia1:1u,%O 7. 208 ealculations anclude driveways, and sidewalks iFdirectly adjacent to roads
v'L]e6❑rv4k 8 Evapvracive pand design utilizes a water balance cycle, l0[3-year storm in pond (Cnnditaon A).
vaONo0N,n ~ 9 Freebaard m rletentian, retention and er+aporahve ponds is a rrunirnurn of l t~.
v~s05o❑K,a 10, 8e~n design is @~rvvitted for detentian ponds in fill areas, particularly iFadaacenc ca developed properry
r~~~r4~~vI n 1 1 Calculatiens far clear passing wic4th are included 12 ft far lacai access, 15 ft fQr colleccor arterials and 24 ft for rninor
arterials.
vu 4 reoll".❑ 12. Runoff rates, for each sepaza#e basin, are campared; lauking at entare basin versus road area only.
Vullo❑„rn _ 13, Ditch calcuiations are pravided and are designed for the SO year storm plus 34% freeboard
ve'❑n9EI„a 14. Pipe network ana9ysis indicates ptpe welaeities af 4 f'tis (min) and afreeboard of 0 75 ft (anin) zn catrhbasFns and
nnanhaies
"unaOY"o 15 Ctarb and grate inlet capaeitgcs are calculated ai1d ziicluded.
w11,X1,,Aq 16 5ight distance analyses are included
Updated 02-11-02 Page 1 of 1
iI
Pre-Desig~ Meeting Notes
Spvkane County Engineers Office %Wf CMIUY
Project Name:_aPt 1P, 11~ (5tVf A-FZ0 Pxaject Nurraber: p(9 $6
Project Applicanc: e'R.•)w Wnf~ev--LAoQVr_*_UCS ~TFJC.
Fro,ect Engineer: SUSi4 O K• MV MAY Fznn: C.LC- 1'°7 SSor_IPtTe5
Meatxng Date: t3 2~ Meeting Time: 1 0: 4 U
~ -
County Staff Present at Meeting: t~;z(~ PaLt-6, /CQ[ ~em LtfOew
{]thet Meeting Attendees:
BoJ Aro vkikcr ~ t~Dt • St3SGwt Ik WJl.►tDhV i CL&
nameJrepresentirig nameirepresenpng ( '
I E) ou W~ oe- ,
na rnresenting nameJrepresentang
Ggnerat Ttems
1. Spokane County 5tanc3aras ta be used (circle one). 1981 1995 I 999 2001
1 Daes the Engineer have a copy a£ the Condirions of Appraval? ~e- c,
3. List speciat requirements requzred by the Condations of Approva3, EIS, nr NMNS.
Cc)O v 13 - Ue dtica~arr rs+F `12- cA.&\ -c\ t - stkc. a. 64-6 s r,,q x-, d
reference dcscrtptton
S"k&va C.oi:Av,'~,.r ~b~ce.. ~a i'u.Wic A - C*an4 It,
referen~ e desc~"zption
~ atOAdt~~aA
reference description
reference descnptran
reference desenptroa
reference description
reference descrlpMan
reference description
reference description
Page
.
~ Rrsad Classifcatian and i7esign Criteria l
I # 1 I #2 I #3 #4 #5
Road Name 2
idm5 Rd
ClassifiGation Lot-pt, Atte55 Co11er.
~-ar'ARTqR►kr.
Land SIrapelTerrain
Minimum RO'uV Wadth L7esign Speed I ~ sO r+^~'~ ~ ~ I
Min. Hflriz. Curve
Maxl"Min C'rrade
Stapping Sight Dastance
SagiCrest Vefticai Gunres ~ !3 - ~ &p I (0p
Roadtivay Width A ;I +/yr, RA
Horder Easement Wzdth IP,
(cammercial) Curb required? Type
' Sidewalk required?
Separated? Bvth skdes?
Intersection Retum R.adii /P(
Road-surfacing design ~
method (County tnatrix*, . H '~Q -
AASH'C'O, crther) ~"EGI~`f 1 X
• In ordcr to use the Caunty matnx, a geotechnical repvrt needs to be submitted 4hat Enclude5 soid hvrings and a recQmmended design soil
type per ihe Uni#"ied 5oil ClassiticatEan C]SC) System.
$a5in IVTap5 i
~ - - - - - - ~
)eYes I£] IVa ~o N/A I A pre-deWeloped basin map is available £ar review.
0Yes I kNo I 0 N/A i The basin map shows su£ficient contours. yy1 kc5 ~ t1 q wQ..4* Ca mGI - 04qS i~£.
'0 Yes I)( No 0 N/A ~ The basin anap depicts all the contnbuting off site nanoff`, 11 ; i1
a Yes 1)(No 0 N/A ~ The pre-deVeloped basin INrruts and surface condktions appear to be earreGt.
I~ Yes 1 CP No ~ Q N/A ~ t"r preliminary post-develaped basin map is available far review. Q'Si ~
9E il`e cL,
~0 Yes ~L No '0 N/A dThe post develcrped basin limiis appear ta be correct '~o Cx3-At+r% rv\ ►j ez
a Yes No I QNIA ~ A 5ite visiT is needed to venfy basin llmit5. F)afie: 0ik-- Ore..tiL.r
Page 2 tif 4
I?rainage llesign - ~
;<Yes 0 Na ] 0 N/A ~ The site is located within the Aquifer Sensitive Area {ASA}.
0 Yes 1% No I 0 N/A ~ T'he site is located xnthin a Stormwater Ordinance Area, ~
Q Yes IX No ~0 N/A ~ The site is located wathin a l00-year tloodplam (contaCtTannnmie VVilliams).
;0 Yes X ,No 0 IVIA A defined natural drainage channel is located on the site (needs to he placed in a~
drainage easement sized according to the Guidelines).
~ 0 Yes X IVo 0 N/A A classified wetland or sbream is located ❑rm the site [contact Spalcane Caunty
Pianning, ]3ept af Ecalflgy andlar T}ept of Natural Resources),
Q Yes XNfl ~ 0 N/A ~ Steep slapes or highly erfldible sails are present.
~ ff Yes X No aNIA A natural depression is located on the site {replaGement of storage vQluane needs ta
, be addressed}-
0Yes ~)(NQ I 0 N/A I The drasnage facality is located an a separate tract if greater fhan 1,200 sq. ft.
l, The ❑nsite soils ara•
2. The type of system propased far disposing af runoff is:
~ Infiltration
Yes No 0 N/A The sails are appraved for drywell installation (Bcarsg*, Eianner( Garrisoz~j Hagan,
Marble*, Phoebe*, Springdale). * ,May require in-place permeability Cesting
0 Y'es JXNo I Q N/A + Tn-place perrneability tesfizng is required.
d Yes X Na 0 N/A Subsurface investigations are required (t.e drywells in nnn-approved sorls and
~ hillside developments, downstrearn analysis).
~ Evapcrration
0 Yes 0 Nv f 0 N/A pDiscussed liner requirements, l
0 Yes dNo 0 N/A Subsurface inve5tigatanns are required (i.e. venfy that limiting layer will not cause !
mounding),
❑ Deten#i4n
0 Yes 0 No 0 N/A T"here is a natural discharge paint aaad legal access t6 drainage way (af no,
~ detentBan is not allowed). ~0 Yes 0 No ~0 N/A Must control discharge to gredeveloped rates.
0 Yes 0 No ~ 0 NIA ~ Must contral discharge to predeveZaped volumes.
~ 0 Yes 0 Na Q N1A Subsurface invesfigations are xequired (i.e. downstream impacts, hillsdde
developrnents, etc.).
I
- - - - - _ _
Page 3 of 4
Discuss arry dovvnstream surface condatians or down-gradient subsurface canditions that will impact the
design of the drainage faciSitYes.
Wi11 a Concept Drainage plan be requlred for a non-ccrnaezatianal system or design element?
Nntes:
SaG 5i Ckwalk , is i~ AeC~e sS af, `j ~
t ,
X A&lank Subrniftal Checlclist was provided to the design engineer.
X A blank Pre-Submittal Checklist was provided to the design engineer.
0 A cvpy of the completed pre-Desip Meeting Notes was prnvFded #o the desigrt engineer,
These Pre-design Meeting 1Votes aae intended tv clarify variaus design elements and requirements for this prvject, and aze not to be canstrued m any manner
whatsoever as a waiver of any Conditians Qf Apprvval, Spokane Caunry Codg, Spakane Caunty 5tandards Far ]taad and $ewer Canstructinn, 5pakane County
Guidelines for Stormwacer ivfanagement, nther cades, statutes or regulations applir.ahle tQ the prvJect
Rev [i?!f s7 2007
F'age 4 of 4
Spakane
Valley 11707 E SPrague Ave Suite 106 * SPokane Valley WA 99206
509.921.1000 ♦ Fax: 509.921.1008 ♦ cityhall@spokanevalley.org
June 19, 2006
Attn: Rashel Richazd
Washington Trust Financial Center
P.O. Box 2127
Spokane, WA 99210-0170
Re: Release of Letter of Credit No. 20880
Principal: Landworks Development, Inc.
Project: PE-1885-Prairie Orchazd
Dear Ms. Richard,
Construction of the public works portion on the above referenced project has been
accepted by the City of Spokane Valley. Therefore you are authorized to release
immediately, Irrevocable Standby Letter of Credit No. 20880, in the amount of
$66,000.00, in full.
If you have any questions, please contact me at 688-0185.
Sincerely,
/ John V. Hohman, P.E.
Seiuor Engineer
cc: Bruce Howard, Landworks Development, Inc.
Page l of 2
Wayne McGavran
From: A91an Jackson
Sent: Vllednesday, MaPCh 15, 2006 1 50 PM
Tp; AlySa 16]ICICk
Cc: John Hohman; Wayne AAcGavran
Subject. Recammendations for RE 1750 & PE 1885
Atysa,
PE-1750 She[l'ey Lake PITD Lake and Shelley Lake Ist Additian
We canducted afield review and all iterns on the pwtich list 5115101 looked accegtable with
t.he exception ofitetns 5 and 8. Item 5 pertained tfl the sidewalk south of 0, on RotchfQrd
which was cracked. There are currently fow cracked panels that will eventually need
replacing. I'iese cracks do nat cvnstitute a hazard at this time. Hnwever, there are alsa three
ather parbels that have settled and are a tripping hazard. Both the cracked and sunken
sidewalk panels are the resudt of pnor compaction either under the sidewalk ar during
construction of the embankment. There is the possibility those repairs listed an the 2001
punch lisfi were corrected and these sidewalk problern axeas only surfaced in the last few
years. Item S stated that the pands aiong the east side of Conk.lin Roael, south of Sprague
Avenue, w+ere nat cvnstructed praperly as per plamn sheet 4 of 16, Note 18. The referenced
plan sheet calls far 0.5' x 2.0' dams at various lvcations along Conklin that were nQt
canstructed. EVen so these ponds are fiulcfiioning adequately and shauld be fine.
A rvarranty Letter of Credit 920227 in the arnaunt of $9,300 dated 5113100 was lncated in the
files. Vv'ashin,g,ton Trust Bank, warranty surety, was eontacted to see if the LCDC was still
valid. WTB has closed this warrranty bond as Sandra Raskell authorized ats release in fWl vn
1125106. There is a$12,14iJ bond titledpunch list & cerlicalian lis#ed as still apen in the
spreadsheet under Shelley Lake PUD. However, a cvpy of this band (969-014-682 dated
9126195) vr any inForamatian relatbng to afi rvas not faund in the files. VVe tried to determine
whv rnight have issued the band bu# the bond niamber is unlike any other bond number listed
on the several Shelley Lake prajects.
Recammendatian: The cracked and settling sidewalk will require replacing in the near
future. Horvever, unless the missing hond holder mentivned above suddenly appears, there is
na abvious optivn that would require the develvper to make good on its repair. aur
recommendation, wnless there is anather altemafiive that can be used ta ho1d the developer
accauntable, is to consider this project clased vvithvut further actian.
~
3r i $/2006
Page 2 of 2
A Fe1d review was conducted 3115106 and fownd this project tv have only minor issues
inVvlving curb and inlets. There are a covpie of places where the backside of tne curb vvas
chipped and one inIet was cracked. It appears that this damage was done during cQnstructimn
of adjacent houses and 1andscaping. These minor issues have not affected perfvrmance of
t,he cut'b vr roadway drainage and likely wi11 nat in the future. Canstruction of this project
was r,ompleted in 2003.
ln rev iewang the f les we were unable to locate the `Record Drawings' fvr this praject, so
could nat fully determine what khe final configurativn (1vcativn of pavernent cuis, irslets,
swales and 208 pand) shQUld have been.
Letter of Credit #26880 in the arrinunt of $66,000 dated 2f7103 far canstnuction, is probahly
still ackive since Bruce I-Iovvard, Landworks T)eVelvpment, was asking about obtaining i#s
release. There is no evidenre in the f les that awarraniy band was ever authorized for this
praject.
Recammendation: Request the suhrnittal [aFas-builk Record Drrrwings bearing an Engineer's
5tamp. Release the surety bvnd in ful] without requiring a vvarranty bond (over two years
since project was finished) Fvllowing receipt afthe as-builts. Wayne or I will vvrite the letter
explairning this ta Landwvrks I:1evelvpment if you agree w+ith vur reeommendatian.
Please let us kraov►+ if i.here are any ather steps we rnay need to take before cInsing out these
praj eGts,
Allan Jackson
311612006
i
;
Page 1 of 3
~ • • •
Wayne McGavran
From: John Hohman
Sent: Monday, June 12, 2006 8-01 AM
To: Wayne McGavran
Cc: Alysa Wiyrick; Henry Allen
Subject: RE: List of project needing response to recommendations
Ok to all. Wayne please wnte the applicable letters to close out the projects or notify developers where necessary.
Thanks.
-----Original Message-----
From: Wayne McGavran
Sent: Thursday, March 23, 2006 10:53 AM
To: John Hohman
Cc: Alysa Wiyrick; Henry Allen
Subject: List of project needing response to recommendations
John,
Shown in the table below are projects awaiting a response to our recommendations. Please see the e-
mail pertaining to each project or ask us if you need more information.
SHP O 1-04 Jochium Short Plat OK - warranty review due in 2007
BSP 00-48 Spokane Valley Mall Indiana It is likely the escrow account is no
Avenue longer valid and a wananty bond was
never established. Therefore, we
recommend this project be considered
closed with no further action
necessary.
PE 1750 Shelley Lake PUD Lake and The cracked and settling sidewalk will
. Shelley Lake 1 st Addition require replacing in the near future.
However, unless the missing bond
holder mentioned above suddenly
appears, there is no obvious option
that would require the developer to
make good on its repair. Our
recommendation, unless there is
another alternative that can be used to
hold the developer accountable, is to
consider this project closed without
further action.
a WUMPgW Prairie Orchard
Alu~s~ ~i r~.•ta Release the surety
-.~-o ~eyatr bond in full without requiring a
t-*wQ ec( warranty bond following receipt of the
~(p as-builts. We will write the letter
~i~~J explaining this to Landworks
6/12/2006
Fage Z of 3
~ Development if you agree with our
recvmmendation.
PE 1852 Sxrawther's Additian ao nathing furtFier until fiature status
of project determined.
PE 1860 Keystone Meadaws 5end letter releasing warranty hand
and close project.
PE 1848 Bradiey Heights Send letter to ]im Mahar Hvrnes, the
develDper, to remoue fabric from
dryvvells along Missivn Avenue with a
reminder tv carnplete swale
construction before warranty bond can
be released.
SP 611-90 Single Residence Consider this project ctvsed.
SF 1251A UR 3.5 Single IZes. Alfieration Praject complete except far remaining
208 swaTe. Release band in full once
sod is placed in swale.
PE 1414B Riverwalk 3`d Additivn Consitier this project closed
FE 1750I] ShelIey La1ce 4th Addition Tne redesigned plan for Pvnd C
should be submitted and punch list
' items carrrected befare reducing or
releasing the surety bond.
PE 1339 Alcatt Grove Addxtion Cvnsider this project cTosed.
PE 981 S'vuthern Mobile Homc Park Consider this praject clased.
PE 1345 Karken GuthrielCarpenker Cansider this pcvject clvsed.
PE 1649F Evergreen F't. 6t' Addition Consider this praject clased.
PE 1414K RiVerwalk Carnmercial T{equest `Recard Drawings' and
project Certificatian be submitted.
Have developer rernoue fabric and
replace frame and grate on drywell
with one rneeting Caurtty Standards.
I.7pon completion of these items,
release bund and close prcrject with nv
further action needed.
PE 1751 B MidiZome East 2nd Addition Consider this project clased.
PE 1206E ~ununerfield East 5th Addition Have 7ohn ar A1ysa eonduct a
vwalkthraugh with contractor tQ ~erify
replacement of cracked sidewalk
6Il 2120OG
page 3 of 3
r `
panels and deterrriine necessary swale
impravements. Have deueloper
remaue fabric frorn drywells and
inlets. [3nce this has been done and
corrections made, release warranty
bond and consider the Droject closed.
Wayne 611212466
SOoIC-ane
Valley 11707 E 5Prague Ave 5uite 106 ♦ Spokane ValleY WA 99206
509.921.1000 f Fax: 509.921.1008 ♦ cityhall@spokaneaalley.org
, - - • . . - ..,.d _
Jurse 13, 2005
Bruce Howard
Larydworks Development
721 N Pines Road
5pokane Valley, WA 99206
Re: Prauie Orchard PE-l8$5-0Y
"Record Drawings" Request
T3ruce,
After reViewing this prvjeGt, we nQted that the "Record aravvings" be,aring an Engineer's
Stamp, were never submii-ted as part of tlie {Certification Package. We are nova requesting
that fhey be sutrmitted in oz°der far us tv axialize this project. Once we receive this
submittal, we will be ab1e tv release your Letter of Credit No. 20580 in the arnount of
$66,000.00 in fu1l, rmmediately.
If you have any questiQns, please cnntact me at 688-01 85.
5incerely,
~
John Hohmaia, P.E.
Senior Engineer
cc: a , ~ ~
QFFICE aF THE COUNTY ENGINEER
SPVKANE COUN'!'Y, WASHINGTON
TD : PALTL, LENNEMANN
F12OM: DAVE BERTd
I]A,TE: March 4. 2003
SUB►TECT : BC]ND ITEMS P1885 PR.AIIRI E ORCHARD
The bond for the abave-mentioned project is far the
fallowing atems:
1) All the ite.ms on the approved road and drainage pTans.
-
k",~ 1
WaShit1gtonTrust Bank
IRREVOCABLE STANDSY
LETTER +DF CREI]IT NC}. 20880
DATE: FESRUARY 7, 2043
AMC)UNT: $66,000.00
5pakane Cotuiry Engineers
1426 W. Broadway
Spokane, WA 99260-0170
Attn. Jahn Hohman
Gentlernan:
1iVe herehy establish our Irrevocable Standby Letter of Credit No. 20880 in your favor for the -
account of LANDWORKS DEVELCJPMENT, INC., 721 N. Pines kd., Spokane, WA 99246, up to xhe aggregate amaunt of SIXTY SIX THC7USAND ANX] ND]rOQ --------Dallars ($66,000.04) U.S
currency, availabLe by your draft(s) drawn at sight an us and presented ta Washington Trust Bank
an ar befvre FEBRTLJARY 7, 2004 vr any extended date covering Prairie Orchaxd p1885 and
accompanied by the following:
1. A signed statement frflm Spokane County Engineer's C}ffice reading exactly
as follows:
"Y, the r,anndcrsigned duly authorized representative of Spakane Caunty
Engineer's affice, hereby certify that the draft drawn under this Letter 6F
Credit represents the amount of money required to camplete the installation
of roadway improVements inGluding grading, gravel, paving, curbs, -
sidewalks, storrn drainage, drainage swales, manuments, street signs andJor
❑ther work as is incidental and relatcd thereto in accordance with fihe
drawings and specificaiions as subrnitted to and approued lay the Spokane
Cownty Engineer's Office."
The ungYnal of this Letter of Credit. _
It is acondition of this Letter af Credit that it shall be automatically extended, wifihout amendment,
for an additional period of ane year fram #he present expiration date or each future expiratron date,
unless we have notified you in wnting not less than thirty (30) days before such expiratian tiate, [hat
we eiect not tfl renew this Letter esf Credit. All written notiication shall be sent via registerecC mail.
All drafts presented under the credit must contain the clause "I]rawn ureder Washington Trust BaraJc
Letter of Credlt No. 208$0".
Washingten Trust Ftinanctal Center P 0 Bvx 2127, 5pokane, Washinglon 99214-2127 (509) 353-4224 Fax (509) 353-3905
i ~
•
y'~ . .
Spokane County Engineers
lrrevocable Standby Letter of Credit Na. 20880
FEBRiJARY 7,2003
Page Twfl of Two
Any and all bankzng charges, ather than those af the issuing bank, are for the accvunt of the
benef ciary.
We herehy engage with the drawers arad bona fide holders of drafts drawn under and in compiiance
with the terms v#' this Letter vf Credifi that the dtafts will be duly hanored upon presentation and
delivery af dQCUments, as specified, to Washington Trust Bank, Intemational Deparhnent, 717 W.
Sprague Ave., 10th Flaor, P.O. Box 2127, Spokane, Washington 99210, on or before
FEBRUARY 7, 2004 or auy extended date.
All drawings under this credit unll be gvvemed by the LTniform Custarns & Practice for
Documentary Credits (1993 Reuision) Intemational Charnber of Commerce Publication No. 5(]0.
Sincerely,
Renrie R. Ditton
Assistant Vice President
Intemational Banking Llepartment
RRDImss
BaNo EsTiMarE
Project Name: Prairde t]rcharcS
Prvject IVumber: P1885
Date: Oataher 24, 2002 m
Prepared 6y: Gloris fVFantz &UQUIf. COUKIT
Item Uescription Qty linit Unit Price Total
DraOnage ftems
1 f]rywell, Type 6{incl backfill, filter fabnc, frame 8 grate} 2 EA $ 2,70000 $ 5,40000
2Cancreie Inlet, Type 1 1 EA $ saa ao $ 60000
3 Concrefe Inlet, Type 2 3 EA $ 600 40 $ 1,80000
4 Metal Frame and Grate 1 F~4 $ 300_00 $ 30000
5 Pipe, 12-inch PVC 20 LF $ 2{}.00 $ 40000
5 Reloeate Fence 300 LE $ 30.90 $ 9,00000
7 Pond Excavation Incl. Haul 93 CY $ B.Qf} $ 744 00
S Seed, Fertihze and Mulch 855 SF $ 005 $ 42,75
9 Tvpsoil 26 CY $ 600 $ 15600
10 Clearing and Grubbing (under one aere) 1 AC $ 3,0000p $ 3,00000
[7reiRage f[ems Sub-Total $ 21,442.35
Roadway Items
11 Rough Grade (sub-grade preparaYiorq) 240 CY $ 1000 $ 2,40100
12 8ase Caurse 140 CY $ 24.00 s 3,3600[i
93 Asphalt Cnncrete Payement 135 FN $ 45.40 $ 6.07500
14 Curb and Gutter, Type 8 500 LF $ `IO 00 $ 5,0000Q
15 Sidewalk 325 SY $ 2300 $ 7,47500
16 Temporary Traftic Cvntrvl 1 L,S $ 50000 $ 50000
17 Mcnurnents (9 apprax every 300 [t} 3 EA $ 200,00 $ 600 Op
98 Concrete Driveway 4 CY $ 150.00 $ 60000
18 Misr.ellaneous Relacadon Costs 1 QO L5 $1,500 00 $ 11,540.00
Roadway Items Sub-Total $ 27,51000
Ervsion Contrnl Items
19 5dt Fence 350 LF $ 4,00 $ 1,40000
20 Rvck Cnnstructivn Entr'y 911 5Y $ 1600 $ 1,776iJ0
Eras+on Corrtra! ltems Sub-Total $ 3,17600
StlB rOTAL of ACL lTEMS $ 52,12$ 75
3% inflatian from year 2002 to 2004 $ 3,17464
Sub-Total rncludrng rrrilatron $ 55,30139
CQEJ$YRUCTIDN TOTAL {ineludes Qnultiplier nf 1.10) $ 60,800.00
lnspection
21 In5pecbon of Orainage Faeilities & Roads 1 LS $ 4,425 00 $ 4,42500
lnspec(ion ftems Sub-Total $ 4,42500
SUBTOTRL vfRLL 1TEMS $ 4,425.00
3°lo Errflation from year 2002 tv 2004 $ 26948
Sub-Total including inffatian $ 4,894,48
INSPECTiON TOTAL (Includes multiplier vf 1 ip) $ 5,200.00
GRAND TOTAL (includes rnultiplier of 1.10) $ 66,000.00
~ . .
Ivt]TICE Tfl TtlE PC7BLIC FORIVI
F FILE # ~P IR&.7~ APPLTCANTS NAME ~ G_i- -4 l`P
ENG BLI3G #
-f A-t 1-E'
OTHER # .89Ar f' ORCA6~b nhArLnvG ADDRF-ss L
S Z.Ca . T z;M , R__q`# C~,w'r~, C~.~-
PAItCEIl # L4 OaG ~ - t&OL'7 PHO1VE - #1
RC7AI3 NAIviE &t(?_-e.eT PHaNE - #2 14 oc.1
~
RC3t1D FiLE #
The fallowtng docwnents are needed before the Spakane County Engineer's Department can begin
processing your land use application as apgroved.
~e AG'ItEEMENT TC} PAY FEES have been callected.
RECORDED Cf?PY 4F UEED (with Auditors Stamp), DEEll OF T1tLlST, contract or
~ cvnveying instrment. These may be Qbtained ftom the Caunty Auditor, 2nd floar of fihe
Caurthouse.
I,EGAL DESCRIPTIQN {detailed and complete} of your access easement.
A IfISTIIVG [7F NAMES of inr3ividuals who wi1l be signing the documents. These
indiuidual na.mes should appear as the persan(s) legally sign their name.
~i~-- CURRENT ASSESSC)R'S M 4P VVY11G~'1 CIej}1Ct5 fihe location of the property and legai
descnption.
OWNERSHTP NNfIICR€}-RUN. These may be flbtaLned from the County Assessorsr I st
floor, of the Courthouse.
RECUR.D UF SURVEY or legal descriptions ❑f parcels
C---
The r1eCe55aty dvcumentS wiY1 Iae prepared by the Engineer's Deparhnent, Right-of way Section, upon
proVisivn of the uzf'omiation nated above. You wi11 be notified when the documents are ready for
signature. The dvcuments may be sent Co you, howeWer, IT SHO[3LD BE N[lTED THAT AL'L
SIGNAT[3RES MUST BE NUTARTZEp. The Engmeer's Department does have notaries availalale if
yau choase ta sign the doc rne at our c~ffic .
C[ c '~Py'A~~t~j~'~°0 ~ t ~ ~ ~ - ( o 1.
Please caIl when teady _ ~ Please rnail when ready
Notice to Public Right-of-vvay
cOnMENTs ~c ~ L - ^ ~ A-c r3 ~U
C+Vo &19fj5 6M-ee°~- ~ rlta~ G~.e~c cc l CSL~.~-_
_Lbt lY1CLc A'T_hjI1) ~
Right-nf way Agent zAA_,MW ~,I Fearward to you frvm -E~ _A~__~j
SPOKANE C{]UNTY ENGINEERING
PWK-2
1026 W Broadway (T.ocation)
1116 W Braadway Ave (Mail)
5pakane WA 94260-0170 (509)477-36[70- FAIC (509)477-2243 -TDTl (509} 324-31CCa
k1MQhceTP-05102
Office of the County Engineer
Spokane County, Washington
Date: January 27, 2003
To: David Randall, P.E.
CLC Associates, Inc.
From: Gloria Mantz, P.E.
Development Engineering Services
RE: P1885 - Prairie Orchard
Please note that the following information must be placed on the face of
the final plat.
DRAINAGE LANGUAGE:
Drainage easements as platted and shown hereon, which are for the purpose of conveying and storulg
stormwater runoff, and for installing, operatmg and maintaining drainage ponds and drainage faciliries
which dispose of and treat stormwater runoff, are hereby granted to Spokane County and the Praine Orchard
Homeowners' Associahon.
Spokane County and its authonzed agents are hereby granted the right to ingress and egress to, over and
from all public dramage easements for the purposes of inspection and emergency maintenance of drainage
swales, ponds, ditches, culverts and other drainage facilities, if not properly maintained by the property
owner(s) or the Prairie Orchard Homeowners' Association. Spokane County does not accept the
responsibility to inspect or mamtain dramage facilities located outside of public rights-of-way, except in
cases where Spokane County specifically assumes that responsibility in writing. Neither does Spokane
County accept any liability for any failure by the property owner(s) to properly maintain such areas.
The property owner(s) within this plat shall be held responsible for keeping open and maintaimng the
surface path of natural or man-made drainage flow over and across their respechve properties. If the
properry owner(s) fail to maintain the surface path of natural or man-made drainage flow, or drainage
facilities on pnvate properties, a notice of such failure may be grven to the properiy owner(s). If not
corrected withm the period indicated on said notice, Spokane County has the nght to correct the
maintenance failure, or have it corrected, at the expense of the property owner(s).
Spokane County does not accept the responsibility of maintaining the drainage course on pnvate lots nor the
responsibility for any damage whatsoever, includmg, but not limited to, inverse condemnation to any
properties due to deficient construction and/or maintenance of drainage courses in drainage easements on
private property.
Any building that is consriucted on a lot in this plat shall be set at such an elevation so as to provide posihve
drainage away from any drainage entry point to the building (mcluding but not lirruted to a window well, a
window unprotected by a window well, or a doorway). Said posihve dramage shall consist of a minimum
slope of 3% away from the building for a distance of at least 10 feet from the building. The lots shall be
graded sv that either a} all nanoff 1s routcri away from the building, and conVeyed over the 1ot ta a natural
drainage swale or appraved drainage facality, or b) drainage Zntercepted on the ]at is dispcrsed of on the lot irm
an apprawed drainage facility A11 drainage faciiities for this p1at, including any `208' swa[es, shall 6e
canstructed in accordance with the approved plans on file at the Spokane County Engineer"s C?ffiGe Any
propased changes ta the approved road and drainage plans must be approved by the Spolcane Caunty
Engineer°s []ffiee pnor to eanstruction uf sard changes.
There may exist properties located uphill and adjacent fi4 th2s subdivision that periodacally discharge
stprmwater runoff ont+a individual lats within this p]aC, atcrrmwater runoff fram nearby uphill properties
should be expected, and during snQw melt periads ar wet seasans the ]ats rnay be subjected to higher
amounts of starmwater runoff than ruhat is ncarmally abserved or anticipated. Because storrnwater runof#'
from adjacent praPerties have discharged anto this plat prior to deuelapment, stormwater runvff' will likely
cantinue tv dv so after development.
The property awner(s) wrthin this plat shall matntain al1 natural drainage channels, drainagc ditches, and all
waker quality swales (`208' swales) situated on their respective properties, and any portion of a`20S' swale
situated in a publrc ngnt-of-way adjacent to their respective properties, wath a permanent grourad caver as
specified in the currently approved and accepted plans on file a# Spakane Count}r Engineer's Office No
structures, includmg fenGes, shall be cpnstructed direckly over c+r within a nakuraI drainage ehannel or
drainage ditch wrthout the expressed written consent vf the Spakane Caunty Engirseer. Spakane County
dnes nQt accept the respansibrlity to inspect andlor maintain the drainage easeanents, nar does Spakane
Caunfiy accept any tiability for any farlure by the lat awner(s) to properly maintasn such areas.
'T'he Prairie Orchard Hc+rneawners' Assaciation oe its successors in anterest shall maintam any drarnage
facilities and drainage structures located within firacts and private lots, in conformance w+zth the approved
plans on fi1e at the Spakane County Engmeer's Office MaintenanCe af drainage facilities includes, but
is not limrted tQ, keeping apen and cleaning storm pipes, drtches, dramage pands, swales, etG.,
replacesnent Qf drainage facrlities as needed, and maintaining liWe natsve-type dryland grasses ar Pawn
turf in the `ZOS' swales rutith opti4nal shrubbery andior trees, which dcr nat obstruct the flow and
percolation of starrn drainage water in the drainage swale as indicated by the approaed paans. The Prairie
Ch'chard Homeowner's Assaciation is alsa responsible for removing and disposing af the sflil and grass
sod located in drainage facilities located within cammQn areas or priuate lots at such tsrr3e Spakane
Cpunty deems necessary, and replacing the soil and grass sod. The Praine Orchard FTameowners'
Association sha]1 be responsible for payment of all claims and ather liabilities whach rraay became due for
said maintenance responsthilrtses.
If the F'ralrie C]rchard HQmeawners' Association, or their suceessors 1n interest, fails ta rnaintarn the
dramage faciltities in canfprmance with the accepfied drainage plan on file aC the Spokane County Lngineer's
Office, a nokice c►f such failure may be given to the Praine gt-chard Hameowners' Associaiion, or their
suecessors in tnterest, by the County Engineer. Ff not corrected withxn the perirad mdicated on said notice,
Spokane County has the nght ta correct tYse rnairrtenance failure, or have it corrected, at the expense of the
Prairie 9rchard H4merrwners' Association, or their successors in infierest.
Should the Praine Orchard H6meo«ners' Associarion be terminated fQr any reason, the successors in
interest shall be the individual lot avuner(s), car their successors in tinterest, whg are members af the F'raine
Clrchard Harneowners' Assoc3ation at the time of said tennxnation. The successors in interest shaal share
equally in the respansrbility and cQSt of rnaintaining said draznage facilities
7 he develaper, property owners, and homeawners' associatifln waive any and all claims for damages agatnst
any governmental authorary arising frcrm the constx-uction, ownership 4r rnaintenance of pubiic faeilities.
This waiver includes claims of any nature, including but not lirnited to person and rea1 property damages as
well as any inverse condemnation claims.
OFFIC~ ~OUNTY ENG2NEER
SPOKANE CaUNTY. WASHINGTON
Tfl : KERREL D. SELL
FRQA3: DAVE BERT[7
DATE: September 18, zooz
SLTSJECT: lan.guage fsar P1885 Prairie Qrchard
The Border Easement as shown hereon are hereby granted ta
Sgpkane Caunty and its authorized agents, and to the public far
raad purposes, including but not limited to curbs, sidewalks,
drainage, signage, and other usage deemed necessary by the
Spokane County Engineer for the safety and welfare of the Public.
No fence ar pQrtion thereaf will be constructed within said
easement without permission Df the 5pokane Crunty Engineer, nar
wi11 any obj ects be placed in said easement that would rabstruct
the sight distance necessary for safe and efficient vehicular
mavement. Any other easements granted ar dedicatcd within thzs
Sarder Easement area will be subardinate to the rights created by
this easement and are subject ta Spokane County Engineers permit
process praor to usage.
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nO'I'ICE TC1 THE PUBLIC FORNT
FzLE -4 APPr.1cANrs N~MF,
ERiG SLDG #
aTHER # PRaL, C r6- C)RCIff] MArLIrrc ADDREss iq-t rt!
s T ~ . R_q
_If Gw/M (n .7
PARcEL# S~Cca 1- ~ PHaNE - #1
.
RQAD NAME &RArc. &#(Z--e.eT ~~ONF, - 42
ROAD FTT..E .
The following documents are needed laefore the Spokarie Cour►fiy Engineer's Department can begira
processinp your land use application as approved.
'*)Q AGREEMENT °F~ PAY FEE5 have been collected.
~RECflRAEI) COPY OF IIEED (with Auditvrs StamP): DEED UF TRUST, contract or
canveyuig unsttvment. These may be abtained from the County AudLtvr, 2nd flaor of the
Gourthause.
LEGAL DESCRTPTIQN (detailed and complete) of yvur acce~s easement.
A LISTING QF NAMEES vf ind.ividua1s vvho will be signing the dvcuments. These
individual names shvuld appear as the persan(s) legally sign their name.
~ .
~ CL]RRENT A55ESSC11t'S IyIAP which depicts the lcacatian of the praperty and legal
descriptian,
UWNERSI3IP MIC'RO-RUN. These may be obta3ned from the CDLLtIty A55e55DI5, t st
flvor, of the cnurthouse.
~ RECORTA QF SURVEY ar legal descriptions of parcels
r-
The necessary documents will be prepareci by the Engineer's Depaitment, Righfi-of-way Sectian, upan
provision of the information nvted above. You vvi11 _be nofiified when the documents are reaiy far
signature. Tlne documents may be sent to yvu, hewever, IT ST3ULLD BE NOTED THAT ALL
SIGNATURES MUST BE NDTARIZED. The Etagineei's Deparkment does have nataries available if
you choose to sign the ~Ac~er~Ra~,N ffic
-PX Please call when ready -r'O ~ Piease mail when zeady
1Votice tQ Public q Raight~~f-way -
Cf3NIl1MNTS 1 -gp QC~6 r,p L( i 2 ~ C L - Q-~ c~' .~C oN Sth)1h
C+IJo ~e1~J5 6~2~l~ ~~►#u5 d,~c~lLc 190 C-Q~.ro.r[~, tjt L ~
~ c ~TTA-t rtl r
Right-of-way Agent Fnrwatd to ynu from
SP0ICANF- CO[INTY ENGLN~ERING
PWK-2
1026 W Broadwa,y (Lacatian)
1116 W BraacFway tj.ve {Mail}
5p0kane WA 99260-0170 (509) 477-36W - FAK. (509) 477°2243 - TDI?: (509) 324-3166
a ~
F 'TRl~.liTSNATTC]N TIT~,E TIrTSTTRA~TCE C(7N(PANY
O1~~ ` NDRTH 72 O ARGONNE
0MG ..V% SgOKAtaE, inTASHTNGTON 99212
Prepared for:
Order Na.: JM-2510Q7
LANDWORKS DEVELOPMEN'I' INC. Charge : $175.00
ATTN c BRYAN WALICER Tax :$1 4.18
N. 721 PINES
cc: CLC AssQCiatesILewis
SE C a N D
PL A T C ER TI FI C A TE
Ceartificate for fiZing Plat af:
PRAIkIE ORCHARL3
In the matter of the subdivision to be submitted tv Spvkane Caunty far
apprpval, this cQrnpany has exama~~ed the records of Spokane County Auciitar' s
and Clerk's affices, and the recQrds of the Clerk ❑f the United States
l]istrict C4urt holding terms in saicl cDUnty. This certificate is made for
the purgose herein specified, and is not to be used as a basTS for clossng
any transaction. Liability is limited to the asnaunt, if any, pasd far this
certi£icate. From such examinatian, the company herehy cerCifies the title
tra the fo7.].owing described 1and, in said Spokane Caunty, ta-wa.t :
The South half af the West half af Tract 208 of VERA as per plat
thereof recorded in Volume "a°, af Plats, Page 30, being a portion
af the Nartheast quarter of Section 26, Township 25 Narth, Range 44
East, W.M.;
Situate i.n the County of Sgokane, State af Washington.
VESTELD IN :
ROBIERT J. GUTHRIE and JEANLEE G[JTHRIE, husband and wife.
F3CCEPTIc7NS :
1. 'Faxes and assessments, if any, na search having been made thereof, as
to Parcel No. 45261.1527.
Farcel Nos. are provided from the latest Assessor's Maps availakale to
the Company. Said parcel numbers are rtot a matter of the pub3ac recQrd
therefor, the Cornpany makes nca assurance as to validity or accuracy
relati.ng thereto.
PM- _ .10B#
cc: List Gnit,al
. ~
~
Page I of 3
~ ~
. 41r- • '
Order No. JM-251007
2. AGREEMEPiT ANrJ THE TERMS AND CONDITZQNS THEREOF:
BETWEEN: Vera Electzic Watear Campany, a corpearation
ANm : D. K. Mcnona 1d, A. C. Jami son , Aradrew Goad
and Vera Land Campany, a corparatian
DATEI] : Apri 1 25, 1908
RECORQED: April 25, 1908, zn Boak "H,I of Contracts,
page 292
RECORE7ING NO.: 200528
REGARDXNG : Paraviding for canstruction ❑f ditehes,
flumes, papelines, etc.; eYectang poles
and distributian lines, with raghC af
ingress and egress to maintain said pipes,
lines, etG.: and prvviding for Iien for
unpaid chaxges for such service
3. Reservatians contained in Warranty Deed recorded under Recording No.
93742B.
4. I?EED C]F 'I'Rt]ST AND '$'HE TERN1S ANQ CONDITIONS THEREDF :
GRAN'FC3R: Robert J. Guthrie arad Jeanlee Guthrie,
husband and wife
TRUSTEE: First Americara Title Insuxance +Comgany, a
Califarnia Cox-poratiort
BENEFICIARY: Washington Mutual Ban3t
aRIGXNAI, AMOT7NT: $114,622.00
DA,"TED: Segtember 22, 2000
RECQRDED: 5egt ember 26, 2000
RECC}RDING NC7. : 4519359
Investigatian should be made to determane the present balance owed by
contacting the approprfate Zender/agency/individual,
5. NOTICE TQ Tfig PU]3I,IC ANL7 THE TEPMS AND CONDITIQNS THEREQF:
GIVEN SY : Spokane Coeanty Division of Engineering
REGARI}ING. Agreemcnt to join and garticipate in the
formatian of an improlrement district Qr
road imgrovernent projeet sanctioned by
Caunty af 5pokane, an3 nat tr dpgase Qr
grotest assessments therefor
DATED: tJanuary 15, 2003
REeORDEa : January 21, 2003
RECORDTNG NO.: 4833433
6. Cavenants, canditions and restrictions imposed by instrument recorded on
January 21, 2603, under Recarding No. 4533434, including but not 1imited
" t❑ rights Qr benefits which may be disclnsed affecting land ❑utsi.de the
baundary described in Schedule A.
Page 2 of 3
s a
. . . . ~ • ` i ,
Qrder NO. JM-251007
7. This grvpsxty may be subject to a charge by Spakane County far sewe:r
construction, referred ta as a Capital Facilities Rate (CFR) . This
chargs is in additian ta the monthly charge €oz sewer seruices. Please
contact the Divisaan af Utilities Silling Sectian fvr informatian (509)
477-3FQ4,
UATED AS OF January 21, 2003 aC 8:[]0 a.m.
TRANSNATION TITLE INS[7RANCE COMPANY
BY
Far service on thi.s order call:
. (509) 922-2222 (FAx) 926-1519
Judie Mitchell, Title officer
sc,I cmb
Page 3 of 3