SP-711
r^ '
7/'r ~J
fs Applicatzon for Shart Subdiviszon A.ppxaval ~
PAR'x` O NE
s (To be corapleted by applicant)
A. ,Applacant's Name:- .--James F. Catl i n
A.dt3-ress: E. 4102 42nd, SpaKane, wA 99223
Legal C]wnexs Name:
Adcress: B. Phone nurza.ber where apphcant can be reached: (509) 921-3201
C. Total Acreage a£propasal 2.$4 AC Tax Parcel IvTo. 45261. 1637
D. Number af T.n[s 4 E. Typical lot size 23,734 SF ta
F. Lazid Use Proposed by applrcaiat:
Si ngZ e Fami ly Resi denti al
. , ,
G. Nlethad of 4'Vater Supply: Indivadual Wells { } Public Svstern }
Pnvate Community System ( ) Other ( } (Desczibe)
H Method af Sevuage Disposal: Septic I'aak a-nd DrairfzePt1. ( ) Lagovn ( ~
Treatment Plant (X) Other, Qr combznations ( } (Desczi.'be)
.
Putslic 5vstem
Z Lasfi UtiLiity Companies andlor Uistricts expected to grovide service to thls proposal:
Electzicity Vera Cias , Water Ver~ , Phone U. . West
Do yvu, ar the ownez in the event you da not own the subject land, have any pIans £or
future additians, expansian, or further activity related with this prcaposal? If yes, explaxn
Na
K Do you or the Qwner, Qwn or have optians an land neaxby vr adjacent to this
progosal's 1vcation? If yes, explain•
L. 5iEnazure
I, the undexsigned, swear under penalty of perjuzy that the above responses are rnade truthfully arrd
to the bf-st of my k.tzawledge. I a.lso understand that, should there be any will.£u1 rn.isrepresentanon
or willful iack of full di.sclrasure on nny part, Spokane County may wxthdraw any approva1 it rnight
zssue in relrance upon this applicativn.
Proponent t Y~~,, ~ GC.."t'l 1 L/\~ Date:
~
Daee:
NotaTy y!~,4_4 67 ~ G~~ I7ate:
Notar}~ Publi~; m and fc~r the Sta of Washing~~n
Re~g ai
My arpo:ntment ea:pu-es. , t o
2n .
• Notary SeaP
PA 12"11 7° TW 0 _
(Tv be completed by siarveyor)
T, the undezsigned, a licensed land surveyor, have completed the infarzaaation requested, anci the
preli-mizaary plat has been prepare.d by me under my supeTviszon in accardance wirh the '
requixernents o poka.xtte Caunty 5hart Plat Ordinance and the laws of die 5tate of
Washzngton
cSr~~~~ ~ ~rte~ Date_
(Address) `l~J` . f("M0J13+ Phone
~.~~I7 ~G! A3, P_~ I~J►~ _ 2ip: `71°7' -.?0 Q
5`L.TRVEYOR'S SEAZ. WRS,~~,y t~
~ f: ~
4 ~ ~ g #k ?
7 ~
t .
~
~
• -
ApplicatiQn for 5horf SuUdivzsian Approval
PA~~ ONE
(To be eoznpleted by applacarit)
A. Applicant's Name: James F. CatT in
Adclress; E. 4102 42nd, 5pokane, WR 99223
S egal Owners Name: Address:
B. Plione number where appticant can be reached: (509) 921-3201
C. Total Acreage af proposaJ. 2.84 AC Tax Parcel No. 45261.1637
D Number of Locs 4 E. Typzcallot size 23,734 SF t❑
F. Lancl Use Proposed by applicant: '
5i ng] e Fami 1y Residenti al
G. Mcthod of Water iupply: Individual WeIls { ) PubLic Systern
Pri.vate Community System ( ) C3ther (1]escribe)
H. Mefhod vE 5ewage Disposal: 5eptic Tw* and Drainfield Lagtaon(}
, Treatment Plant (X ) Other, or carnbznativns (17esenbe)
Publi c 5vstem
1. Lisc Utility Coznpanies andlor Districts expecte.d tv pravide service tv this proposal:
Elect-iciry Vera Gas ,Water Vara , Phane ,I S. walt,
J. Do you, or the awner in the event you dv not awn the suhject dand, have any plans far
future addTtions, expansian, ar furthez activity related wath this proposal? If yes, explain.
NQ
K_ Da you ar the owner, own ar have options on land nearby or adjacent tv this
groposal`s location? If yes, expIain:
L. Lignature .
T, the undersigned, sweaz- under penalty of perjury that the ab[rue are5ponses are made firuthfully and
to the best of my kraowledge. I also understand that, ShDuld there be any wi-Ilful mi5repre5entation
or willful lac.k of full elisclosurr, on rny part, Spokane Gcrunty may withriraw ariy approval ir might
issue in reliance upon this applacation.
F"ropcanent T]ate • ~ t
CJwner Date:_,6- 7 a) ~P i
Ncrtar•y Date•
i*Iotaz)71'u"tsii•; in and fax the ate of Washington
i e~~d'agat
iM y ~ppoi:.tment expsres: ~n -r3n -Q2:
Notarry Seal
PART TW4
(Ta be completeci by su.rsaeyor)
Z, the undersigned, alicensed land surveyvr, have completed the infoz-matzon requested, and the
pre1irninazy plat has been prrepared by nie under rny supervisivn in accordance with the
requirements o p[3}CaSIle CflUnCy ShC7it PlaXOTc3C1a17Ce 2I7d The Ia4VS Qf O1e SCc1te 4f
Washzngton
(Signe..d) L~ace: ~I
(Address) 6, f ~ Phone: ~ ~ -5-- 1
_.,.Zip: 17 G! ~ 0 Q
SL1RVEYOR'S SEAL.
~ ' • ~ ~
~,n~ ~ 1~J~Zr~ ~r ~ , ~ ~ L~ ~
t L
. ,
PAkT THREE -
(To te cozapleted by Water Puz-veyor)
A,. This subdiviszon (is) (itvvr) situated witlz7.n our service area.
B. We are (a6le) (am!9zW) and willing tr supply this subdaivision wirh adequate water
for: (damestic) (fire) • ) (GeRWMWFtffj) uses.
C Satisfactory an-axcgements (have not) been made to serve this prvgasal.
D. Signature (only when ztems A, B & C are true and completed)
~~z.a ~.-~,•c~'Pr''.~.~ ~ ,~sC ~ , ] l
Purveyozs name Sagnature and Title I3ate -
PART Fb UR _
(Tv te r_ampieted by Fire Distnct)
A. Thzs subdaVisian (is) (ia-*et) sitLia.ted withxn ou.r sex-vice area. B . Adequate arrangements (hM) (have not) been made to meet aur needs in providing
far an adequate rWater systern arrd facilities for fize protectian purpvses.
C . Signature (anly when items Aand B aze true and conn,pleted).
D. Fire Dist-ict recornmends• AAVf1rreou,aL. 14IMP-ANT(s) To gr- piaou lD-o
5-15"q l
Fire District 5ignature and title Date
- PART FIVE _
(`I'a be completed by Health District)
A. Health istrit gequirements foar short plats (have nvti been sansfied.
B . 5ignat
.
Sagnature and Titie x3ate
PART SIK
(To be comple[ed by County Enganeer's ~.7epartment)
* . County Engineer's Deparnaaent requirements for prelzminary plat have (have nat) been
5ign _
e an Ti e. Date
PART SEV1EN _
(To be cvmpXeted by County i]tilities Department)
A. Cvunty C]tiIifies Department requirements for preLiminary glat have (have not) been
satisfed.
~ ~8,-- 9~
signature and Titze z~ate~
FART EIGIiT
(To he completed by Flanraang Uepaitment)
Date subznitted 17'- ~ 9 Checked by: QI-O
Schoo1 Dzstrict Fzle 5 % l/
Exzstin Zonin r`~ ~ • ~
~ g 'J Date Established: J-i
y .
h~
. ~ L
~ ~ .
~ -
1 A
~
LDG. PERMIT # - or - FILE #
Bate to Review #
;Jate Received
Project Name No. L.ots ~ Nn. Acres
SITI C~ A D D R E SS (r-T /di,~l PARCEL # =9~ U ! - A(e
s -t - r
- Sponsor's Name Phone # lf'd / - .3 °14 /
Address Work #
q s
Date conditions mailed Ir
Contact person Phone #
FLOOD ZONE Yes No
- Engineer / Surveyor's J Architect's Name
Water ~ Address ~-2 S-
Sewer
School3s~
Planning Contact Person Phone #
0
Date Submitted Description Initials
,
'1--
~ Al ~ i'A
)9A-
ae,~ -Ci Z G~r
. 5-A
.
~
~
~
~
~ .
PLA"T NAME NO.
I STATT5TIC5 DATE ~
f I
F1at Check Fee ~ l~
Number af Iots 4-
Road Niiies (New) 0.0 f ~ 1"
Total Area
~
• ; J, M" ~
North Arraw
scale
Legend
Procedures & Equipment
Basis of Bearings a K
piat L.acation By Title
+atficial 5igna[ute Blocks K
1 ~
'
Surveyoas Certificate 0
Flaad Names
Raad WidthS
Adjacent Area
, ID
T.ot ~c B1ack Numbers
RIW Dedicatinn de5ignated I ~ A.1 1 A
1 Fcsac Scnps k) I A
,
3 FtPS on GLt7 tdcarners ~ I V !C
Tract X I ~ ~
0
Lot Areas
Bench Mark A-) A
J
Ciosure D
~
I DEDICATION
I p h.~
- Uescriptian ('I'o Niap)
Description (To Cert) 0 /f..
C?wners 0 iz...
Certificate tv Plat
Y Fcsot Sttips
I FtTD - CPFt Statennent ~ eU
Aeeess PrQhibated
RJW Dedication
Drainage Iranguage
Food Insurance
5tarmwater Management ! C7 1~
PriVace Raad Doc. #'s
Private Road Warning
Road Pkans • ' N I
Bond r Sigil?,~ By E[lgfdleef
KljItlplatlist.cx
..w. . .
Inla'fld
PaCIfIG Transm`tta ~ ,
Eng~~~neeri~ng , . , . . -.a =
' -SouSh 25 AHemvnl Spbkane, WaahingeQn . `
- 506 535Q1416 $J202
. t
qo.; Spvkane Engineer's Office DATE: April 2, 1992
,
RF~~~~FID
OR 0 6
.
"PRflJECT: SHORT PLAT 5P 711-91 (Catlin 91038)
ATTENT TC]N : Dave Berto • a~
.
G'enti emen :
~
We are sending (x) enclased under separate cover cop-ies of the follvwing: ~Descr i ption .
J~ Bluel i ne Pri nts 1 1 CopY of Letter Ix 1 llqdated P1 at Certifi cate ori ginal Drawi ng I ICC1nti"aCt DflCWmentS 1 1
- ~ jW4rk Authori zation f j Report 1 1
;
No. Copies Date Descriptivn 4
~
1 Uvdated Plat Certaficate
- ~
AC~
_ . . _ . • 4
..'.`~9
Q
- ~
V~'F-Mqyested Act I Y R■ l.
t W
, 1~W Infvrmation Revaew & Comments / rDistribution h~
R{ .
Written Approval 1 j Signature & Return
Rerr1arks
"
' ' •ip ~ e~~.-~ - ~ ?~x
,°..'1'f ,you -haVe 3flu C!l]@5t10n5 n1PaSP fPpT-.frp f'n rontart 1- hic._,rfffi'c.o•~•.;9~~,~~,~
4~ - . E -..f "EG
• ) . . " ' , - 9i~~i- . .
:
5inCerely, '
TNL.ANa PACIFIC ENGINEERING COMPRNY, INC.
By: .
Eri c W. Cal kins ,
~ •
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~c'" - 'Y.~:.~5 , . - . - i . _ - . ._.'s.. . w: . , y.,. . . . u.. -~afi~s:.f.: . . . .
a. '
s
TRANSAMERICH TYTLE INSLIRANCE COIj11FANY
North 720 Argdnne
Spokane, tvasha.ngtan 99212
Prepareci Fox-: ardex• No.: D5-159874~
~AMES F. CATLTN Certa..fzcate for Fi13ng Proposed:
4102 E. 42N1J SFIOR'F PLAT 91-711
SPL7F;AVE, WA 99223
cc: Spokane Cvuntv- EnginePring Chax-qe: $125.00
cc: 5pokane County Plannzng Tax : 9.87
cc: inl.and Pacific Engineering Total: $134.87
SECDNI3 REPORT
PLAT CERTIF ICATE
E£fective ❑ate: wIarch 26, 1992 at 5;00 a.m.
In the matter of the subdivision tp be submitted to Spokane County faY
approval, this companv has examined the rec~.ords af the Spokane Count:~
Auditar`s and Clerk's affices, and the office of the C1er4c of the i3niteci
States Distrzct Court halding terns in said county. This certi.fzcate is
made far the purpose hQrein sgerafieci, and as not to be used as a basis for
clasing any transaction. LiabiJ.i.ty as lymzted to the amcsunt paid far this
certifzca`e. From such examinatian, the canpany hereby certi£ies the txtle
to the fo1_losaing described land, in said Spokane Cauntv, to wat:
JANIES F. CATLIN and aQROTHY H. CATLIN, husband and wife.
VESTED IN:
PARCEL 1:
The East 250 feet of the fo11oiaing described property:
The SoLYth laD feet of the ?~orth half af Tract 209 of Vera, as per L31ai-
thereof recvkded in Valune "D" af Plats, page 30,' EXCEPT the Fast 132
feet thereof;
Situate zn the County of Spokane. Stata of Washingtar►.
PARCEL 2:
The !iorthez-ly haIf of Tract 209 af Vera as per plat thereof recarded
in ['alume „0" of Plats, page 30;
EXCEpT the East 1-32 feet therrof;
A\D EXCEPT the South 150 fE?t thex•eof ;
Situate in the Couni-y ❑f Spalsane, State af Washirigton.
tcontinued]
P k
OrdeY lO.: D5-159$74M
Page \o.: 2-2nd Rpt
EXCEFTZONS:
de thereof, as
1. Taxes and assQSSments, ii any, no search having been ma
ta Parcel No. 45261.1636 (affects this and other propPrty) and
45?61.1637.
2. AS5ESSMENT:
C]RIGINAL AvIC?YINT: $5,949.00
TN'£ERES`!' : $ . ~0%
DRSGT4ATIQN DATE: ?1ugust 6, 1991
A\\C:AL IZ5TALLMENTS: 20
. NEXT I?~STALLMENIT DUE. Sep~ember 5, 1992
LEVTEL] BY : County af 5pokane
G.L.I.D. ti(l.: 93.3
PARCEL NO.: 452E4.1634
3. ASSESSMEtiT:
t]RTGINAL AMC7[3NT: $5,949.00
I1TEf2EST : 8• p 0%
QRIGTNATIDN DATE: Augtzst 6, 1991
ANNC:AL IN5TALLMENTS : 20
NEXT INSTAI,Lv1ENT DC7E: Septeni}aer 5. 1992
UEVIED BY: Ccaunty of Spakane
U.L.I.D. Na.. 913
PARCEL NO. : 45264.1637
4. AGREEMENT AND THE TERMS ANI} CONDITIDNS THEREOF :
BETIVEEN: Vera Electrzc Water Crmgany, a
carporatiQn
AtiD: D.K. McDonald, A.C. Jamison, And~ew
Gmod and Vera Land Carnpany, a
cvrporation
I3A'i'ED: April 25, 1908
RECORnED: Anril 25, 1908, Book ''H" af
Contraets, page 292
REC(JkDIi+IG NO.: 20052$
REGARflTNG: Prvvidzng for construction af
d1tChSysr fIL7,IC1L-'S , pJ_pel}.31P_S , PtC. i
with right of ingress and egress to
maa.ntazn said flumes, pipes, Ptc.;
and pravidinq for lien far unpaid
charges far such serGrice.
5. Protective and RestL•i.ctive Covenara-ts impQSed by instrument x-ecrsrcip-d on
August 30. 1991, under Recording No. 9108300513.
(cantinued )
.
arder No.: DS-154874M
Page No.: 3-2nd Rpt
5. Restrictions imposed by lns'trument rer_oz-ded rn December 13, 1946, Linder
Recording No. 7$7220A, as follaws:
No part of said land shaI l be rernoved far commer•cial purpases.
Vo residence placecl on said land shall cost less than $1.000.00
prnG ided t'hat a temLovrarX structure af any va1ue ma!r be placed an a
var_ant unzt of land ownership and iised as a dwellinq for a period nat
esceeding ane(l) year.
Ta.r:tlaer surfaces af all buzldings shall be ~ainted and kept coated taztn
paznt; `l'he £ast one-half (El{2) of said descri}aed land shall have ria
right to water servLCe fram the Grantor distrirt nor shall at be
assessea by thc district for that purpose.
7. i7EED QF TRUST AND THE TERMS ANE7 COiNLIYTI❑NS THERECIF : GR ANTf3R : James F. CatIin and Dorothy H.
Cat1in, husband and wzfe
TF2G5TEE: Transarnerica Title Insurance Campanv
BENEFICIARx: Ernest f3. Niathews and Doris M.
Mathetas
oRrGZNaL aMOrrtiT: $12, 000.00
nATED: ,Tuly 10, 1991
RECaRpED: ,Tu1y 15, 199I
RECQRDING NC7.: 9167150357
AFFECTS: Parce3 1
8. I]EED Ok' TRUST AND THE TERMS AND CONflIT~ONS THERE[]F :
GRANTOR : ,7ames F. Cat 1 i n and Darothv H.
~..'atli[lr r1L15baIZd c14'ld Wife
TRUSTEE: Transamerica Title Insu.rance C~mpanw
BEtiFFICTARY. Raymond E. l3etael and Margaret M.
Retze1, husband and wife
CJRIGI1iAL AN7OLiN'I': $26, 400 . D0
DATED: Ju],y 10, 1991
RECORf3ED: July 15, 1991
RECOFtDING tiO.: 9107150354
AFFECTS: Parcel 2
9. TITLE Nt7TICE AND THE TCRMS A1D CQNDITIC]NS TEiEREOF :
GTV~`N BY: Spokane County Planning Department
REGARDING: ftestrictican an SP-7I1-91 to a sa_ng! e
fdrnily residence
DATED: July 3. 1991
RECORDED: December 5. 1991
RECORDItiG No.: 9112060113
(canta.nued )
~
Drder No.. D5-159874M
Page Na.: 4-2nd Rpt
1[]. Potential liabzlzty for assessments 1evied by 5pokane County Uti1lt•.
- Department far the Aquifer Protectir,n Area. To verifv, call 458-2538.
zn tDrdp-r to make payment, accoun't number is necessary,
TRAN5AMERICP, T LE INSTJRAN('E CQMPANY
B~
~ Da.rk Scott, Ti.tle O.Eficer
Far Servir_e an this arder cal l:
alf
r, ~►~'~tr 141 AIS - . ' W- . o IP r ►cs ,rJ,
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,
'rHICHNEES I3E52GN REPORT
PR[7JECT : ADAMS RaALy SHC}RT FLAT NO. 711- 91
This glat cQntains a 24 foot widening of 167.18 feet of the
east side of Adams Road between 22nd and 24th Avenue. This repflrt
cantains a recDmmendatian as to the thickness of asphalt cancrete
pavement and crushed 5urfacing required on this widening.
TraffiG Laadi.ng
Adams Road
Average Daily Traffic {bath directzons} = 1.168
Truck PercenCage = 5 (Bob Bruggeman 4/7J92)
Grawth Rate = 5% (Bob Bruggeman 4/7/92)
All trucks are assumed ta be buses (bflth schflo] and STA) ,
LFsa.ng the Asphalt Znstitutes "HWY" software the traffic 1Qading £or
a 20 year life is
Cumulative ESAL's = 362,991
Soil 5upport
A subsurface investigation was nQt accomplished for this
proj ect, A review of the Soa.l Conservation Serrice sail survey for
Spokane CQUnty showed that the basic sosl type in the area is "very
' gravelly Garrison laam. An R-Value ❑f 70 was assumed foar tha.s sail
(based Qn conversation with Gary Nelson). The canverted mQdulus
tfram 1972 AASHTd Guidey is
Resila,ent Modulus = 15,700 psi
Nrate that this is an estimate of the actual soal support. The
anaZysis that follows is sensitive to thi.s parameter.
Thi,ckness T]esi,gn
Adams Road
The axle loadirags and soil support information gi.wen abcave
were used in three segarate design prvicedures. The results given
by these prQceduxes are sumunaxized as follows;
Asphal t Thi cknes s
Roclc Thickness pEDMQI] A1* WSDQ'T'
D" 7.36" 6.00" 4.9211
4" 5.39" 4.00" 2.88"
8" 3.35" 4.00" 0.2411
10 " 3.23" 4.00" 0.00"
* Asphalt Institute's pavement design grocedure daes not allaw
1.ess than 4.0011 of asphalt regardZess of the conditians.
r
Rec vmmenda t ians
Adams Raad
Based Qn the results of the above analysis the following road
structure is recammended:
AS'PHALT ' CSTC CSSC
1.5011 Class A 2.0011 6.0011
plus 2.00" Class E
Chad Coles' V
Pavernent Management Engineer
r
!
.
~~7,! ~ i ~~~,~.1~ ~:R~"ll~~ ~~~~~~.s1.+! r'~`. 1~1•' ~ l~-]~~ ~.,`41 • J a . ~~T' _
, ; r
C❑L1NTY ER1GINEEF2
Ranald C. Harrnanrr; P.E.
' _ 1;~. il~ ~ a'a~:,_ • C[7urtTY E►VG11NEER
. .
.3;.; , Sa-9n3EL-b.-3E ,W,%-Sx1Mv0Wn2V 99260
sPoKAne [ounrr eauRr r.ause
'dte:
!I~ ~ ~ '
~
.
~ • , r, ~ `f'i g
RE:
Gent ] emen :
A review of the road, drainage, and parking plans far the above--refer-
enced plat, shvrt plat, hindxng site plan, and/or 'hui]ding permit has been
accompl i shed. Areas of carreern to us are indicated in red on the attached
prints. Please make the carreetions and resu4mit them ta this vfficg in order
that the review process may proceed. When the pTans are resubmitted, mark a1i
changes ❑n the revised print in color. If you have any qtpeSt1Dn5 abvut this review, p]ease contact us at .
45fi-3600. ,
Thank, yvu.
Very truly yours,
Ronaad C. Hormann, A. E.
5pokane County Enganeer
~
~Gar el5vrr-, P'.
Planning Engineer
GSN287:s]a
Attachment
Public Warks Building Nvrth 811 Jefferson S#reet Spcakana, t1141ashington 99260 (509) 456-3600
9305270097
~ BEFGkkE THE BOAP.L} OF C0UNTY COMMISSI+dNERS C]F SPQKAI`+1E C{JUN'TY, WASHINGTOnf
.
RESdLUTION NO. 93 0594
IN THE MATTER OF } I
ESTABLISHMENT OF ) RES QLUTI!D N-
23R,DCCJU]tT } ESTABLT5HM EN'T
~
CC}UNTY ENGINEERS FILE N(3. 2557
YoL. 14 3~~~~E '007-
T'his being the day set for the hearing on Spokane Gaunty Engineer's Report on the prvposed
escablishment of 23RD C+DiJJRT, proceedings for which were initiated by PREGIMINARY RESvL[JTION NO.
93-0478, anei it appearing to the Bvard on proaf duly tnade that Nvtiee of HeacEng was published and posted in
the rnanner and for the time requered by law, and the Baard after examining the report and maps of the Spokane
County+ Engineer and all claims and papers on file and after hearing al vther evidence adducad at the hearing; and
IT FURTHER APFEARING that the cighCs of way have been dec[icaiecl as public road 50 Faet w€cie, and
that said roads are a pubtic necessity and the same should be openea and established as County rQads
THEREFQRE BE IT RESC]L'VEI] by the Board of County CQZrtmissioners of Spolcane County,
Washington, that the hereinafter described roads as reported by the Spakane County Engineer an [he 25th day
of May, 1993, being mare particularly described as fallaws:
23R]7 CQ'fJRT - 50 feet wide, fram the easC right aP way [ine of Lot 2 Slock S(vne foot strip)
'on west ta and includirtg cul-de-sac (adjacent tn Lots "B", "C" and "D") in
Short Plat 711-91.
Located in the Northeast Quarter (NE 1!4) of Sectian 26, Township 25 N'orth, Range 44 E.W.M.
antI as shown by 1he records and maps on file in the Dffice of the Spokarra County Errgineer he and the same
hereby are esrablished as a County road and the same sha31 he known as 23RD COURT, Road Fiie No, 2557.
The raad sup€n+isor of the road district in whECh the said road are ]acated is hereby ditecte~d to ogen and maintain
the sarrie for public use and travel,
BE I7' FURTHER RESC?LVEI3 that the one foot strsp describect as follo►ws is hereby dedicated fior public
raad purposes:
Lat 2 BZock 5 in Vera Crest Additian
FASSED AND ADflPTEQ by the Baard of County Corrtmissiflners of Spakane Caunty, Washington this
25th day of May, 1993
BOARD OF CC)UNTY GC3PvIMISSICJNERS
aF SPCaKANE CC]UNTY, WgSHINGTC3N
, • •
~kY ~ Z~ Patricia A. I'~u , air
. c DQNABl1E
• _~liL}f~
SFUr...!.~ LD4]hT7WA5H.
aEPUrr Steuen
5 ~ .
riNTERO'~~ICE
D.E.~ hilberg
ATI'EST: WILLIAM E. DONAHL7E
ERK i7F THE B b
;PP
F3 Y .
~ DEPUTY
ILvtre~4cadrF2537
0'.9
'9
f
SPOKANE C[]UNTY
ENGZNEERTNGIROADS DEPARTMENT
W. 1026 BRC]ADWAY
SPQKANE, WA. 99260
Attn. Dave Berto
7anuary 27, 1994
Dear Mr. Berto,
I am requesting the release oF my security (Savings Certificate
#1983500323) for Shart Plat 71 1-91.
Accardisng ta my records, the ane year warranty period expized in
Segtember 1993. My expectation was that yvur departrnent wvuld recheck the
qualit},r af the imprnvements privr to thaz exgiration date and would release the
security if the wvrk appeared svund.
Irealize that yvur office has been enormously busy with a1l of the
development prajects in the cvunty this past year so I have nat been quick to
contact you on this issue. However, since fvw manths have now passed since
the expiration of the warranty geriad i felt T vught to makke ccantact, with you.
Tv refresh yaur merrtary on the issue, this secuxaty was not fvr guarantee vf
campletion of the project. The final plat had been recorded cornmensurate vvith
the creatiQn of this security in Septernber 1992. The amaunt was $2,6[]4 .
Please adVise me of your plans.
U"'ajds,
G ames C.~ atlin
JAMES CATLIN 14822 E. 23FlD. CT VERAOALE, VIlASHINGTaN 99037
Hame 448-9293 Work' 9F1-320r Pagar: 459-fg6B E-marl estfln~7c spk.hp com
~
~ -
. ~
, A 5 S IG N M E N T •
FQr securiCy purpvses only, :-avn.e-S F.7 647-1.. LAJ hereby assigcas to
SPOK-ANE COUM, a pvlitical subdivislan of the State of WashingCOn, the
fallawing: t , - .
j ~Firnrivir() j
5ayings CerCificate Nu€aber SEp I o w2
in the faee amount of ~i~l~E~~ ~ar~d Y~eld ir~ at~d by tY~e
Banlc of
f3ranch
T'h s assignnnent is made as security £vr the full and faith€ul performartce
bY ~~`l.r.~~~ of certain roads, monuments and drainage
faeilidles fnr as specified ia the Cypical sec t3.an
and roadway improVemeaC specifl.catious for said praject, daCed
19a and on file in the Office of the Spokrzne Cvunty Engineer. '
Any interest be efits accruing under said savia,gs cer'tificate shall remain
the prvperty of I4&,,17~ 7, ~Q~~~ -•r~ . Said savf.ngs certificate ta
be released Go or any other garty anly with
the privr wri.tten cafiseat and agreemeat of Spokane Caunty.
PROVIpED, P`URTHER, Chid undersigned does hereby authorize &IZZ~24
ta pay vVes to Spokane County al1 vr a sufficient portion o£ the monte$ in the
sarrings certificate referenced hezeinabove'upoa_writtera doeumenCativn being
received from Che SpQkane Cvunty Engineex indicating Chat Ghe purpvses far which
tkze savings certificate was assigned have noC teen fully and faithful.Iy psrf4rssed
as required and a s tatemenC of that amount of moztey whir.h the Couaty Engine er
deezcs necessary to complete such obligaeion. Upon receipt of such writte ~
dvc~entaCian, itereby autharizes
to release ta Spdcane Cvunty that amount of moaey requested up ta rhe maximum
amvunt in the savings eertiEicate,
z~ATED rhis IP day of , . ~
If r
r
BANK (7F 1,12_.c.~c
SecretaYy
,
~ Da~~D this aay of
~EVELaPER ~ .
STATE OF WASHINGTON
;ss
CQunty of Spokane ~
~ ~ • _
On this day personally appeared hefoxe me '--v"4P
to me k,nvwn to be ~he`~`~~i~:'d;u~.1. described in ar~d whv executed the wit in ~nd
foregaing instru~m-~tW\a-nd'~a'r~o~r~.edgedt that signed the same as free
and voluatary a-Ctrahd-%'eed;i1fa-1t,he uses and p rpvses therein ment 0r~ed.
~ • ~~f~~A~r
GIVEN ~t1~EZ ~tY~~AA~Dcf}F~'1~ C*L S~AL thia d of Pu~'~~
ko No ~.c n -
af sh g Ct~ , dixxg a t 5pokane
<<^'ar, "Z6 °9 = ~k Z
Cld26p ~f0 ~'^~a~t►a~ti+~v` ~y ~
WA~~~q~,~%~~~ .
C7F r iCE OF CQUNTY ENGINEER
SFQICAME C4lJNTY, WASHING7QN
!?atP 19 lnter-offiee Con+rnunicption ~
r~ ~5k E_ _2_~ ~~T_ 0
From
Sub jerf ,
~ A- V-E;
~
~
CQ
~ ~L -
~
~ ~
Borro ESTI1IATE
Project: r shart_Platt_711_91 ~---~_-------_N,~E aATE-_16_sep-92~
--❑RAINAGE ITEMS [JlyITS QLTANITY PRI+CE CQST
1) Orywe1l -Type A EA 0.1 1250.00 125.0[]
2) Drywell ~ Type B EA 0.1 1573.00 157 . 30
3} Grate - Type I EA 0.2 325.00 65.00
4} Grate Type 2 EA 0.1 330.00 3 3. t7 a
5) Grate - Type 3 EA 320.00 0.00
6) Eackfi~l For I]W CY 7 14.90 104.30
7) Cancrete Inlet EA 0.1 675.00 67.50
8) C.M. Fipe 10" Dia. LF 3.6 21.30 76.58
9) C.M. Fipe 12" Dia. LF 25.90 0.00
10y C.M. Pipe 1511 Dia. LF 32.00 0.00
11} C.M. Plpe 181" oia. LF 28.80 0.00
12) Precast Manhole EA 1435.00 0.00
13) 5olid lid EA 300.00 0.00
14 }Ditch Excauatian CY 10.00 0.00
15j_Sod'a___-___,~__-__~,_____-----------_-.,___~~--------------__°_7D vaa~-
NC3N STAVDARD ❑RAYNAGE ITEMS
,w-----------------------~-w----P 0.00
2) fJ .00
3) 0.00
4) 0,00
5) 0.00
fi~----------~---------------___--------------------------~-------------------~-~o-
DRAINAGE 5L7BTOTAF, 628.78
1 fi} Manuments EA 0.1 160.00 16.00
17} 8arricad.e . LF 32.00 0.00
].8}-Street'Signs__---___--_--___-------------~~--------------_-75_~3~]-------p-~~-
QTHER SL1BTO'Y'AL 16.00
---CRADINt;, SURFPiCIN+G, Ci]RB, AN❑ SIaEWALK
19} ]Rotlgh Grade CY 54.2 10.00 542.00
20} TQp Course CY 19.7 10.60 208.82
21) Base Course GY 10.60 0.00
22) AsphaTt Cpncrete Tvns 15.9 44.54 707.55
23) Curh Type A LF 54.9 6.50 356.85
247 Curb Type ~ LF 7.90 ' 0.04
25) Cur Tm Type R I.F 7.60 0.00
26} Sidawalk SQ YD 13 16.20 210.60
NC]N-STANDARL3 ROAD ITEM5
I} 00.00
.00
2)
3) [1.00
~}__-~-___-__-__------------------°~-__----____~---------------------y---_-----~-a~-
GRADING ANd7 SURFACING 2025.82
6~~r
- GRAND T[3TA7,- 2,67P
~ ` . • . • . • - . '
«
_ ~ • ' ' ~ , . • . . , .
S P O K A. N E C O U N T Y
OFFICE OF THE COUNTY ENGINEER • A DIVISION OF THE PUBLIC WORKS DEPWRTMENT , Ronald C. Hormann, P.E., County Engineer • • Dennis M. Scott; P.E., Director , ' l •
February 4, 1992
. _ . . . ~FPC E IV F~.
Q .
. JAMEs F cATi-INFFB 2 8 1992 .4102 E 42ND . : • " . , , '
SPOKANE, WA 99223 • . . • , .
' ' • . ~ S-
PtfitliR; G, °JVt;". E3I~iEfR . ,
- Dear Mr. CATLIN: . _ . , • .
' SUBJEGT: SPORT PLAT 91-711 ' ' • . " •
PROJECT # SP-711 • • . Additional information with respect to the above projects subsurface soil conditions is required to complete the plans
review process. SpeciGcally, representative values for soil percolation rates and soil-subgrade "R" values are necessary to evaluate the pr6posec7 pavement scction and storm drainage disposal system. .
The Spokane County Materials •Laboratory has reviewed the proposed development plan; made a preliminary investigation
of the on-site conditions; and has determined a minimum numbec of 1 percolation rate tests and 1 stabilometer "R"
value tests are required. It estimates the cost of such soil borings and tests fo be approximately $600.00 excluding utility
location. • •
. The Spokane County Materials Laboratory is available to'supply this information during Ehe•design review process. • This
. informafion.also may be supplied by'any qualified soils 6rm. Thc tests and methods must meet Spokane County standards,
' and be inspected by Spokane County personnel. . . •
. Please note that the above is a• preliminary estimate only; additional'tests may be necessary dependent on the conditions _
encountered, and therefore, -actual •fees may vary. Actual fees. witl be tiased on hourly equipment usage rates and salary '
costs incuned b.y Spokane County during ttie progress of the work plus a 10 percent administration surcharge. Fees will •
. . be ii►voiced• monthly as acerued. ' , • . . . .
Please be. advised that signawre of'this letter•cdns[iwtes agreement to.pay for the above described fees. Failure •to pay these fees may result i!i delav in completien of approval of the.pcojecc or other pcissibie sanciions.
If you desire to have us undertake this work,•please sign below, and return the onginal to-ou*r of6ce. , '•Respectfully,' . . _ ' • . , • , . -
. . r•
« ' • • y/~ ~ -
~1 . .~~1 . . . . .
. , Gary S. Nen.
' • . . . . . ~ . ~
• . Planriing Engineer ' • - ' ' • , . ~1n~i1; ' ~rx
. . . • . ' • . . . • • . ' . ~L ~ / ~
. . ! . ' . . . ~ v ' . , . • .
' ~
AUTVRIZING S[GNATURE DATE • • ' , ' .
• '.cc: INLAND PAC[FIC ENGINEER[NG • • • . . • , •
. k\gU\r-value.pri • , . . . • ' • • ' - • ' : .
' N. 811 Jefferson •Spukane, WA 99260-0180 (509)•456-3600 FAX (509) 456-4715 , ,
.
~ . -
: sPaxaNF cOUNrr ENGrrvEFR'S aFFrCE
Georec+hnlcar Anafysrs
.
1
ro: MATERrALS LAeoRArORr nare:
~
FRaM: ~r►~ ~e c~ k~ ~
Please furnrsh Stabrlameter ,iR values for the sarls on the follvwrng praJect, in accordarrce
with the a#tached agreement wrth the develn,per.
$eGtfvfl 6 Towf7Shfp 9S R~f+ge 7 ~ {5ge at!'ached sectran maA}
Prajecr #
- aCtlvity #
Roao rvAMF ' R VALuEs LOcArronr
. C/l,
C7ther Tesfs IVeeded Listed Below:
~ .
Drainage - Percolation greater than 72"fhr. Yes n!o Est. Rcr. ~
DrilJing Request ,Estimate
Lj Prrarity (r) rveeds ro be dr►rred
• (2) Estrmate vf 'R' value and perc grVen These esfrrnates can be
used as abasas for plarr approval with Rp[e "aetual surlacing
depihs will be based on 'R' value tests "
(3) Estrmate v{ 'R' +value and perc giverr NQt necessary fo dr►!I
• Remarks*
'Please rrole any unusual characterrstres vf sorls aradlor topography Are the sorls su►fabls far [he use af
drywe«s? Are there arry unusual cfralnags cvr+s+deratrons?
xsC-cF0R,u.❑N2
;
~
q~o gL
s~po k4tb&.
(ADDRESS)
I7ear Mr_._.~~~i •
SUBTECT':
PRf]7Ecr #
Additicrmal inforrnation with respect to the abave projects subsurface sail conditions is required to
campiete the plans review pracess. Specifically, representative values for svil percalatian rates and
soil-subgrade "R" values are necessary to evaluate the propased pavement section and strarm
drainage dispasal system.
We require that the Spakane County Materials Ubaaatary supply this knfarmatian draring the design
revaew process. The Caunty Materials Laborator-y has revievved the propased dewelmpment plan;
made a preIiitainary investigativn of the on-site conditions; and has determined a minimum number
of percQlatian rate tesfs and l
stabilameter "R,' Value tests are required. Tt estimates the cost of such sail borings and tests to be
apprQxim,ately 'e'~e~b excluding utiliry Iacation. Additional Materaials Laboratory
remarks are as follows:
Please n❑te that the abvWe is a preliminary estirnate anly; additianal tests rnay be necessary
dependent on the conditivns encauntesed, and therrefore, actual fees may vary. Actual fees will be
based vn hourly equipment usage rates and saIary cvsts incurred by Spokane County during the
pragre:ss of the wark plus a 16 percent administration surcharge. Fees wiIi be inuoicecl monthly as
accrued_
Please be advised thac signature of this letter constitutes agreement to pay far the abrave describeci
fees. Failaare to pay these fees msiy eesult in delay in cornpletinn of appraval of the projec:t or other
possible szinccions.
If you desire to hfive us unc1ertsike this work, plea%e sign helcativ, and return tliG originzi4 tO Our
office_
Rc:.s~ectfully,
Gary S. Nelson
Planning Engdneer
- A uTHORIZING SIGNATURE ° DATE
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cc: ENGINEER el? ~ ^-a
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- _SP4KANE~CAUNTY~ - - • • • . FFICE_~3F-
• GA'LCULATIaN ~ SHEET-~ • ~ . : ~
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TRAnasAMERIcA TITLE INSUu~NCE c❑MPANY 5EP 16 W
720 tVorth Arganne Raad, Suite T
Spokane, WA 99212 ; 5~OKO.'E Gw~',%'TY F.ifGiN€EN '
(509) 922-2222
TRAN5AMERICA NO.: DS-159$74M
Pregared far:
3AMES F. CATLEN
4102 E. 42N1] sPOKANE. WA 99223
cc: 5pokane Caunty Engineeri,ng
cc: Spokane Caunty FJ.anning
ccr Inl,and Pacific Ersgineering
SUPPLEMENTAL TITLE C[]MMITMENT NIIMBER 1 SECC3NI? P&PdT CERT.
ATTENTlC(]N: This Supplernental cQntains changes which ignpact title to
property set farth in the abave-referenced commbtment.
SC H E D U L E "g":
x Paragraph 8 zs changed as follows:
8. DEED OF TRf]ST AND THE TERMS ANC] CONDI'I'IDNS THEREOF :
GRANTOA: Jannes F. Catl zn and DorDthy H.
Ca'~lin, husbarsd and wife
TRUSTEE: Transamerica Title Insurance Cvmpany
~ENEFICIARY: Raymond E. Retzel and Margaret M.
Retzel, hushand and wife
CaRIGINAL F~~OUNT: $26, 40fl . 00
D?1fiED: Tuly 10, 1991
REC(JRDEI7: July 35. 1991
RECaRDTNc No.: 9107154354
~FIIEcTs: Paxcel 2
NOTF: The beneficial interest is naw held by Margaret M. Retzel, a
widow.
' Z_X C°T7t ?c tC the ;",latt~.`z-S rr_`puwte;-i harv+iF7c.a"JovE: , ti!e v7. `tY~ ~=o ,`__pfse
..'tl~.~ CJi+~c~ E'I4z~ i4`~:.' ~J:-e]-t a'c-:'xc.`?P?i i'1e+.ac.
D? t. e~...~., aS C3 i J;..i ° 22, 1992 w t rrS` . 0U r''3 . H.
1'R:=NSnMEi lr'A "I!T?.eE iNSL1Rr~~7C°L C.0M`'~~5^r`s:,Y
r
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. - . .
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TAANSAMERICA TI',CLE INSURANCE C[!P"IPANY
720 North Arganne Rvad, Suite T
] Spokane, wA 99212 n
[5097 922-2222
TRANSAMERICA NO.: D5--I53$74M
Prepared for:
3AMES F. CA`Z"LIN
4102 E. 42N'G
SPaKANE, WA 99223
cc: 5pakane Caunty Engineering
cc: 5pokane County Planning
cc: Inland Pacifie Engineering
SUPPI,EMENTAL TITLE COMMITMENT NTi7MBER I SECOND PLAT CERT. - -
PaTTEKTzDN: This Sugglemental cvntains changes which ampact title to
property set farth ir~ the ab❑ve-referenced commit~nent.
S C H E D U L E : .
x Paragraph 8 is changed as fa2laws: 8. DEE]R OF TRUST AND THE TERMS AN[l CC]NDITIONS THEREdF : -
_ ~ - - - - -
GRANTOR: James F. Catlin and Dorothy H.
- Gatlin, husband and wife
TR[ISTEE : Transamerica Tit 1 e Insurance Cvmgany
HENEFICIARY: Raymvnd E. Retzel and Margaret M.
, Retzel r husband and wife
ARIGINAL AMOUNT: $26.400.0[1
DATED: 3uly 10, 1991
RECORI3E0: July 15, 1991
REC[7RDING ND.: 9107150354
AEFECTS: FarCeI 2
NQTL: The bc:ne£icial interest is nvw held by Margaret M. Retzel, a
widow. -
x Except as tQ the matters reparted hereinabover the tit.le tv the
propexty ccrvered by thzs order has NOT been re--examirsed.
D~ted as of June 22, 1992 at 8.00 A.M.
Tr~~~SAaMERIca TITzE TNsURANcE caMPArrY
By . .
Dix-k Scott, Title [7ff icer
~ ❑rder No.: nS-154874M
Page No.: 4-2nd Rpt
10. Potantial liabzlity for assessments levied by Spokane County Uti]itti°
DepartIment for the Aquifer Pratection Area. Tv verify, call 458-2538.
In arder tsa anake payment, ar_count number zs necessary.
TRA1115AMERICA T LE IN aURANCE COMPANY
Bv ~
.
Dirk Sratt, Title Officer
For Servire on thxs or•aer ca1l:
alf
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,
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l TRANSANlERICA TITLE` 'INS[IRANCE CaMPA111Y
~ Nortlti 720 Argonne "
Spokane. Washi.ngton 99212
Pregared For• t]rder No.: DS-159874M ~
JAMES F. CATLIN Certi.flcate for Filing Praposed:
4102 E. 42?VD SHORT PLAT 91-711
SPOKANE, UvA 99223
cc : Spokane County Eragi.neeri.ng Charge: $125.00
cc : Spokane Cauntv P1annincj Tax: 9.87
cc: Inland Facific Lngineea-ing TotaI; $134.87
SCCONI] REPORT
PLAT CER'1'TI'IGATE ~
I
Effective Date: March 26, 1992 at 8:00 a.m. -
zn the matter of tYie subdivision t❑ be subma tted to Spokane County frsr
approval, this companv has ea:ar.line(3 the records of the Spokane Countv
Auditor's and Clerk' s offices, and the officP of the Clerk of the Unitwd
States District Court holding terms in sai.d county. Thi.s certifir:ate -s
made fvr the purpase herein speci.fied, and is not tv Yse used as a basis Fa~
clasing any transaction. Liabxlity i.s limited t❑ the amount paid fox• this
I. certa_ficate. Fram such examination, the company hereby certifies t.he tit!e
to the fo].lvwinq described land, an said Spokane Countv, ta c,rit:
JAINlES F. CATLIN and T7OROTHY H. CATLEN, husband and wife.
VESTED I:V : ,
PP,RCEL 1 :
The East 250 feet raf the fallacving descra.bad property:
The SQL1th 150 feet of the Narth half c~f Tract 209 c.sf Verd, as pr rp1at
thereaf recorded in Vvlume "p„ af E'1ats, Pa9e 30; EXCEPT the Fast 132
feet thereaf;
5ituate in the Caunty of Spokane, State of Waslzinqtan.
PARCEL 2:
The Northerly half af Tract 209 of Vera as per plat theremf recarded
iri vQLumP "a„ of Plats, page 30;
EYCEFT the East 132 feet therF:of;
A1D EXCEPT tlze 5outh 150 feat thereof ;
~ 5ituate in the Countv of 5polcane, State af Washingtan. ,
(cantinued)
I
. ,
- - ;
~
~
~ Ordex No, : os-159874%1
Page tio.: 2-2nd Rp* ,
Exc~PTIONs:
1. Taxes and assessments, if any, no searc.h having been anade thereaf, as
to Parcel ?30. 45261.1635 faffects thi-, and other praperty! and
45?6i.1637.
2. AssESsMENT:
ORIGINAL Aa4C)L3NT: $5, 949. (l0
ItiTEREST: 8•00'"
aRzGIvATIOy DaTE: August 6. 1991
A•~t~ra~. INsTaLLk~E:~TS: s a
NEX`F INSTALLMENT Di]E: September 5, 1992
LEVXEC1 SY: County of 5pokane
[l.L. I.D. NC]. : 913
PARCEL NQ.: 45264.1634
3. ASSESSiMENT:
OR I G rNAF.a t-'~MOUNT: $5,949.00
iNTEREST: 8.00'
ORIGINATYON TIATE: Az.agiist 5, 1991
, ANNUaL zNsTALLMENTS : 20
iVE%T INSTALLMENT DUE: 5eptember 'S, 199?
LECTYELi BY: Caunty of 5pokane
U.L.T.D. NC3.: 913 ,
PARCEL NO.: 45264.1637
4. AGREEM . ENT AiVD THE TERMS AND CONflTTIONS THEREDF :
BETWEEN• Vera Electrac L~dat~:r CamParev, a
~ corporation
AND• D.K. h]cL]vna3d, A.C. .7amisori, Andrc::V
Good and Vera Land Company, a
carpnration
DATED: Aprpl 23, 190$ ^
~
RECORDED: April 25, 1908, Eoak "FI" 0
Cantracts, page 292
RECOftQING NO.: 200528
REGARf]TNG: Providing for ccanstructian af
ditches, f.lutnes, pipelines, etc.,
with righL o£ ingress and egress to
maxntain said tlumes, pipes, etc.;
and providirrg fear 1ien tor unpaid
charges for such servi ce .
5. Protective and Restrictive Cnvenants a.mposed hy instz'ument recorded on
~ august 30. 1991, under Rer•ording No. 910$300513.
(r_ont g nued )
. . '
~rOrder No.: nS-159874m
Page No.: 3-2nd Rpt
6. Restrictivns imposed by instrument recorded on December 13, 1946, under
Recording No. 787220A, as fo1lows:
No part vf said Iand shall be remove(i for cdmmercial purposes.
No residencP plar_ed on saad land shall cost less than $1,000.00
provided that a tcmparary structiare of any walue may r}e placed on a
var_ant unit of land ownership anc1 used as a dsaeIling for a period nat
exceedi.ng one (1 ) } ear.
Timber surfarPs of a11 buildings shall be painted and kept coated wath
paint; The East one-ha1F (E11? ) of saxd described land shal1 haVe rIO
right to sJater service frorn the Grantor dastrirt nor sha11 it be
assessed bv the district foa that purpose.
7. DEED OF TRi]ST AND THE TER?45 AND CONDITYQNS THEREOF : •
GRAN'I`DR • James F. Cat1 in and Dormthy H.
Catlin, husband and wife
TRUSTEE: Transamer-ica TYtle Insurance CUmpanv
BENEFICIARY • Err+PSt H. Mathews and Dvris M.
Mathews
~ ORIGINAL AMDUtiT: S12,000.00
DATED: July 10, 1991
RECC]RQEI3: Ju3y 15, 1391
RECCIRDTNG 1V0.: 9I0715[]357
AFFECTS ; Parcel 1
8. 17EED bF TRTJST ANO THE TERyIS AND CONI]ZTIC]NS THEREaF :
GRANTC]R• ' ,7araes F. Ca t1 a. n and Do rothy H.
Catlin, husband and wife
TRLSTEE: Transamerica Title Insurance ComLDany
SENEFICI?1HY: Raymond E. Retzel and Margaret M.
- Retxel, husband and wife vRTGINAL A21,10UtiT: $26.400.00
pATED: .7uly 10, 1991
R}aC;0RDED: JLll]7 1r'Jr 1991
RECC7RDING yO.: 9107150354
?,FFECTS: Parcel 2
9. TITE,E NOTICE AND THE TERMS AND CQIVDITIaNS THEREQF:
GIVE!d BY: Spakane Caunty Planning Department
REGAP.£37NG: Restrzctavn on SP-711-91 to a sa.ngle
fami.ly rPsa dence
LIATEp: July 3, 1991
RECCrRDED: Decembet' 6, 1991
. REcoRnI[vG Na.: 91120601.13
(continued)
Inl~inci _ ~ ROO -IfiG ' ~
Eng -=ineeri~rg 1
r•- ` Sau~h 25 AIEam4nf Spokane, Wnahingtarr - -
'95202
n -
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q PROJECT: C-ior-Q.l M P~A-r_ CO -7 11 SP#A1thE KEEN ~
AZTENTTON : 6V1Re-" K1ELsc>t,]
Genti emen :
We are sending~(tef-enclnsed ulnder separate caver copies of the following.
- bySc'r`I`'~~'~ ~1'C3n
L/ Blueline Prints A 1Cop.v of Letter
lOri,ginal drawi ng 1 1 Cvntract []veuments ~,1 , . .
= wf_. v4
I 1 Work Authcrri zativn f Repart
Np. Copi es nate Descri pt,i,on
+~I1uI P. r «.{~~~z~d PlZ,.,
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~`~"''Y_ -'"v"I:n_f.armation Review & Comirients 1! Di str7 buti on ' ~•r~
L ~ ~ ' • _ .-A
4Vtte,n Approaal lW si9riature Return
~ ~ ' , , •
S?St a .f ` • i • Y. • ~ ` 1i
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t~. F -F • '~1 _
A"'~`„ - i J" „ w--" ~ i 7". - f r- • ; s
5_iincerely, _ . ~
INLAND PRCIFIG ENGINEERING COMPANY, I'NC. , •
- - ~ ~ ,~•By': ' -
Ty~r /
7 k _ •'P~~ u~a,~ T ' ~ ~~L:~_>
CURB DESIGN WITH EXISPING PAVING TYPE "A" CURB
Street: Adams Road Date: 04/04J92
ftject Cdlin Short Plat Desgner: Steve
1/2 Pavinq Width = 20.00 ft
PIELD INFORAAPIOH OPFICE CALCULATIONS E~stinq
Distance Crass u2 PW - Hin Curb. l4in Curb. Proposed Proposed Praposed
Sta, CJL F1ev EP Elev CJL Crade CJL to EP Slape Dist C/6-EP -4.5$ -2.0% Curb E?ev. Slape k Cross-slape
400.00 10.17 64.96 9.00 11.00 69,91 T0,24 10.29 400,00 0.0200
O.OU88 0,0048
950.00 10.61 10.47 9.00 0.0156 11,00 10.48 10.75 10.48 450.00 0.0445
0232 0.0040
500,00 10,11 10.62 9,00 0.016T 11.04 70.63 10.90 10.68 500.00 0,0400
0.0020 0.0040
550.00 70.81 10.13 9.00 0.0156 11.00 T0.74 T1.01 10.88 550.00 0.0318
0.0042 0.0440
600.00 11.08 70.83 910 0,0212 10,80 10.84 11,11 11.08 600.00 0.0231
0.0034 0.0040
650.00 T1.15 10.91 13.30 0.0256 6.10 11,11 11,28 11.28 650.00 0.0194
Spokane Caunty Eng9neers Project:
N. 811 Je#fersan 456-3600 Job Na.:
Spokarte, WA 99201 Disc Na.:
File Name:
FYPICAL SECiION C1ATA 13-Apr-92
Roadway halfwidth ENTERT-> 20 02:23 PM
Raad Idame EN7ER--> Adams Raad
Left arRight EAITER-->
Curb Type lYPE A COdJNTV
5tatian 1 nterval ENTER - -a
MINIMUM MAXIMUM
Curb EL. Curb EL. Edge PaVe
CENTEFi % SLDPE EDGE CiIS7, 96 SLOPE EDGE DISTFROM (-4.5% (-296 to Gutter
lJNE CEWTER - PAV€MENT CIL Tv CIL TO PAVEMENTEDGE PVMT.from EIP + FRDNV EIP + SELECT- [lesign Top Curb
STATIQh1 ELE►JA1101V LJAlE ELE►JATI ON E/P EDGE PAVE % SLDPE TC1 GURB CURB HG7} CURB HGT) ED ELE1J % GRADE % Grade
401.04 7[] 17 69.96 9.00 -2 33 0.00 11.00 69.97 7024 70.28 -1.64
450.00 7061 0,88 70,47 900 -1.56 1.02 11,00 7048 7075 70.48 -4 45 0.40
500.00 70.77 0 32 7062 9.00 -1.67 0.30 11.00 7063 70.90 70.68 -4.00 0.40
550.00 70.87 026 10.73 9.00 -1.56 026 14.00 70.74 71.01 70.88 -3.18 040
600.00 71.08 0.42 70.83 9.20 =2 72 0.20 10.80 70.84 7111 71.08 -2 31 ❑ 40
650.00 7125 0.34 70 91 1330 -2.56 0.16 6.70 7111 71.28 71.23 -2 fi9 0.30
~
~
~
~
Spcakana Caunry Engineers Projsct:
N.,0811 Jeffersan 456-3600 Job Na.,
,,"pokane, WA 89201 ❑Isc.No '
File Name:
TYPICAL SEG11ON DATA 02-Apr-92
Roadway halfwidtEa EPITER-- > 22 12:00 PM
Road Name ENl`ER- AdarrES Road
Left or Righ3 EIVTER-- a
Cucto Type TMPE A CDUNTiY
Statran I ro#er►ial E NTER
MINIMIJM MA](IMUM
Curb EL, Curb EL. Edge Pave.
GENTER 96 SLOPE E[IGE OIST. % SLDPE EDGE DE3TFROM (-4.5% (-2% ta Gutier
VJNE CEAITER- PAVEMENT C/L TC} C/L TQ PAVEMEA9TEOGE PVMT.fram E/P + FR OM EIP + SELECT- Gesign Top Curb
- SYATIOAI ELEVAT1 aN LJ NE ELEVAT1 C7N EIF° EQGE PAVE % SLppE TO G6JRB CURB HGlI CURB HGT) E[3 ELEV %GRADE KGrade
400A0 70.17 69.96 9.00 -2.33 0.00 1300 69.88 70.20 70.20 -2.00
45000 70 61 0.88 70.47 9.00 -1.56 1.02 13.00 7039 70.71 70.39 -4.46 0.38
50000 7077 0.32 70.82 9.00 -1 fi7 0.30 1' 3.00 70.54 70.86 70.60 -4.00 0.42
55000 70.87 0.26 70.73 9 00 -1.56 0.26 13.09 70.65 70.97 70.81 -325 0.42
60[]A0 71.08 042 70.83 9.20 -2.72 ❑.20 12.80 70.75 71.07 ► 1.Q2 -2.42 0.42
650.00 71.25 0.34 70.91 13.3{] -2.56 016 8.70 7102 71.24 71.23 -2.07 0.42
~
~
~
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.
~ lnland r~
Pacif ic TrcL, ismottal
~ Engineering
Sauih 25,AIlemant SpoRrne, Washlnpton
909 535-1410 99202
p/IW ,6ekm
TO : .51-4104A&e aW*TV f-,f1a1&6jV0<" L]AT E: /W~'i 'rll 1'9,
y RE
CEIVED PROJEcr : ,~~r /e:Z4r- y MM 2 3 1992 ATTENI' ION : 5POiiANE (V€MTY ENGINEER -
Gentlemcn:
We are sending ( `enclQSed ur+der separate cQVer copies of the following:
D'~scription
J~81 ue11 ne Pri nts 1 1CoPY of Letter Ae/NIVY
/ J Qriginal arawing Contract Dvcuments 1!
1 1 Wark Authorizativn Report 1 1
No. Cvp;es flate oescript;on
''~C~T``
Requested AGtiC3n
ft;Kinfvrmatian ] 7-Review & Camrnents J ! Distributivn
J~ Written Approval Signature & Return I J
Remal'ks
,Z AIAAC /_-14
'Oe7 It-Irlfrore teeVr.s10,415 reWkY`5- C&FC1C AgI*r I'A5 ~'1Soyl-/725~)
15 04/I ~lr~~rqT~Z? PZAT CeX7T11FICA.TE.
S; r,cerely,
INLAND PACIFIC ENGINEERING CDNipRNY, I'NC.
BY . 116~ wt
,
~
' C7FFIGE OF COUNTY ENGiNEER
5PfllCANE Caf1NTY, WASHINGTaN
r
Date ~ ,9 g
Irrler-office Cammunitation
r" _T A 1/-F _F3 1 to
Fror~ ~ ~ A -p r--)- T_
sub;eo n A7-r
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SONI3 ESTTMATE
PRDJEGT NANIE DATE 07-Aug-92
iR-----__---y--------------
IlFtAINAGE TTEMS UNTTS QUANITY PRICE COST
1) i]ryweZl - Type A EA 0.2 1250.00 250.00
2) DryweBl - Type H EA 0.2 1573.00 314.50
3) Grate - Type 1 EA 0.6 325.00 195 . 00
4) Grate Type 2 _ FA 0.3 330.0[3 99.00
5} Grate - Type 3 EA 320.00 0.00
5} Backfill For DW CY 7 14.90 104.30
7) Cvncrete Inlet EA 0.1 675.00 67.50
8) C.M. Pipe 10" Qia. LF 3.6 21.30 76.68
9} C.M. Pipe 12" Di,a. LF 25.90 0.00
10} C.M. Fipe 15" ❑ia. LF 32.00 0.00
11) C.M. Fipe 1$" Qia. ' IbF 28.80 0.00
12} P]r'ecast Manhale EA 1435.00 0.00
13) Solid lid F.A . 300.00 0.00
14) Ditch Excavat ion CY a 10.00 0.00
15} Sod SE 0.70 0.00
NpN S'I'ANdARD DRATNAGE iTEMS
__---__-------_r___------__-----___ ❑ . 00
. 0.00
0.00
4) O.D~
0.00
6) 0.00
DRAINAGE SLTBTOTAL 1107.08
~,5) -l~+Ianumerl~sr---____-_-----__ EA 1 160.00 160.00
17} Barricade LF 32.00 0.00
18} Street Signs EA 75.00 0.00
❑THER 5i]STO'L',AL 160.00
- GRAQINGr SURFACING, CLFRS, ANT] SIDEWALK
19} Rouglz Grade CY 54.1 10.00 541.00
20) Top Course CY 127.4 10.50 1350.44
21) Base CDUrse GY I0,60 0.00
22) Asphalt Concrete Tons 159 44.50 7475.50
23) Curb Type A LF 274.7 6.50 1785.55
24) Curb Type B LF 7.90 0.00
25) Curb Type R LF 7.60 0.00
26}_Sidewalk SQ YD 1~~2~---- 1a54~~2y
NQN-S^!'ANQARI] ROAD ITEMS
------__-___--_---_-_____...,----_r_ 0.00
1)
2} 0.00
3) 0.00
-
__--_-----------------------~--_-a,----------------_--------______-__--__-0~
4} 4
' GRADING AN❑ Si]RFACING 11807.11
GRANi7 T❑TAL , 13,074.19
~ .
OfiFICE OF THE COUHTY ENGINEER
SPOKANE COVNTY, WASHINGTQN
TO: TOn YAKE
FROh: DAYE BERTO DATE: June 30, 1992
SUBJEGT: HOHD ITEMS 5P711-91
The bond far tne sbave mentiori prdjec$ is for the folloving
items:
13 Al1 the items on the sppraved raad and drefnage plans.
2) Plat hss nat filed.
c:\wpdoc0davelmema\items
BOND ES7TMATE
PROJEGT SP711T91 ' NAME DAVE BERTQ QATE 10-Ju1-92
DRAXNpGE I7EMS UNITS QUANETY PRICE CQS7
1) I3rywe7,], - Type A ER 1 1250.00 1250.00
2) Drywel l° Type B EA 1 1573.00 1573.00
3) Gr•ate - Type 1 EA a 325.00 650.00
4) Gt^ate Type ~ EA 1 330.00 330.00
r) Gr~te - Ty pe 3 EA 320.00 0.00
6) Backfill Fpr UW CY 70 14.90 1043.00
7} Goneret e I n 1 et EA i 675.00 675.00
87 C. M. Ripp 10" Dia. LF 36 21.30 766.80
9) C. Wi. Pa pe 12" Di a. , LF 25.90 L71. 00
10? C. M. Pipe 15°' Dx.a. LF 32.00 0.00
11 7C, M. Pi, pe 18" Di a. LF 28.80 0.00
12) Precast Manhts l e EA 1435.00 0.00
13) 5 0 1 i d 1 i d EA 300.00 L71. 00
14) Diteh Excavatfon CY 10. 00 0,00
15) Soc3 5F 0.70 0.00
.._w..__.._-...on.......-.......,...-................_-----__...--....-__....r--...y_...,---__---_--....--W-__-_---------------------
NDN STANDA RD DRA I hiAG~ ITEMS
1 ] 0.00
2) 0.00
3) 0.00
4) 0.00
5) 0.00
67 0.00
-------------------------------------------__-....--.......-_-__-_...._........_.w_..---_w_--_-_-.~~-
DRAIhlAGE SiJB"!"[JTAL 6287.80
_-______-__r.o.___...-_-_-....------------------------__-__--_-_--..a..._--....,__--__-___--___
163 Mvnusnerrts ER 1 160.00 160.00
17) Harr n c,a,d e LF 32.00 0.00
18) 5treet Signs ER 75.00 0.00
OTHER SL~~TOTAL 160.130
GRADT NG, SURFAC ING, CL]RP, AhII] 5I I7EWALFt
19) '~ough Grade CY 541.5 10.00 5415.00
203 Top ~ourse GY 196.5 1Vt. 60 9Q71
211 Base Course CY 10.60 0.00
22) Asphalt Goncrete "fons 159 44.50 7075.50
23} Curb Type A LF 549.4 6.50 3571.10
24] Curb Type B LF 7.90 0.00
25) Cur•b 7ype Fk LF 7.60 0.00
263 Sidewa1k SQ YD 130.3 16.20 2110.86
L
NON-STANDAR13 RaAp I TEMS
1l 0.00
2) 0.00
37 0.00
41 0.00
--___-__...-..._-_..,....P_------------------------___-----....o.___w____-_____-_w__--_-_---
C RAID ING AND SURFSC T NC 20255. 36
_--_--___....._...___-_.._____..__--..v__-_-...___--_____________..._..~.n,....__~._______....~_....___.~--__~._.....
. ~~6,
GRAND TC3TAL -.2 e
j00 26,703.16
T'if
/
/
. ~
S~
v
~ j ~
A,,~~
~ .
c
~ 1 .
,
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, J
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1 '
'RC]Sf-C1' -S, N h'Ao11: l..i' ~ L}A3'1:
rtem 11 Df.ifnat,e iLCms U>>I L:.t Ou.il:CiLy ]'z-iCe Ct35L'
1) ar y,aeD 1 - Ty pc A EA
2) Dr ywc 11 Ty pe B E:A ~
3) Grate --Type 1 EA
4} Grate - Type 2 F~1
5} Grace - Type 3 EA
6) SackfiI.l for DW CY ~ V
7} Conerete inle[ EA ~
8) C.M. pipe -10" dia. LF
9} C.M. pipe 12- dia. LF
10) C.:i. pipe 15" dia. LF
11) C.M. pipe 18" dia. LF
lZ) Frecast Manhole , F-A
13) 5o13.d Lid EA
IG) Ditch ExcavatT.on C;Y 15) Sod SF
Nan Standard Drainage Items
13
z) ,
3)
4)
S[d I3dI f3wl Ccasie I]ia D1a I7S.a OTk{ER
Page Dw1 Dwl BRF Inle[ Pipe Pipc Picc
l)
2)
3}
4)
53
6) _
7)
`36/4 .
sTREEr QuaNTrrrEs
PROJECT NO.- SP 711 DEszGNER- DAVE BERTo DATE- 4114J92
PRoJECT DESCRIPrrON- 23rd court
STREET # 1
NAME°° 23 G[]URT LENGTH- 88.65 FT. W I DTH- 36.00 FT.
BEGIN6VPN~ STA1`IQN ~ 504.37 ENDING STqTION = 593.02
TERM # 1 a CUL-DE-SFiC STANDARa F'ERM RADIU5 = 45.00 RADII= 20.00
7ERM # 2 : CHOPPED
ITEM h1Et~SUREMENT QUFINT I TY
SURFACE AFtEA- 8015.62 S. F.
RQADWAY EKCAVATI OiV 1.50 FT. 445.3 C. Y.
'GRUSHED SURFACING TZ7F' COURSE 0.50 FT. 148. 4C. Y.
CRU5HEF} SURFAC I iWG BASE COURSE 0.00 FT. 0.0 C. Y.
ASPHALT CONGRETE 0.17 F7. 101.4 TDNS
CURB 7Yi='E A EX ISTI kVG 0.00 FT. PRORQSEI7 336i2 FT.
STF2EET # c
NAME- Ad3AMS RC1AD L...ENGTH-- 213.18 FT. WIDTH- 11.00 FT.
BEGIIVNZNG STATIaN = 457.16 EEVDING STATION = 670.34
❑NE S I DE ONLY PW I DTH= 20.00 EWI DTH= 9.00 OW Y DTH= 0.00
TERiYk # 1 : TAPER 1"APER I..ENGTH = 20.00
'
TERM # 2 : 7APEFt TAPER LENGTH = 26.00
ITEM MEASL]REMENT QI..IANTTTY
SURFAGE AREA- 2597.98 S. F,
RBJADWAY E74CAVAT IOlV 1.00 FT. 96.2 C. Y.
CRUSWED SURFACING TOP COURSE 0.50 F7. 48.1 C. Y.
CRIdSHED SURFACING BASE COURSE 0.00 FT. 0.0 C. V.
A5F'HALT CONCRETE 0.29 F7, 57.5 TONS
ClJRB TYPE A EXISTING 0.00 FT. PROPO5ED 213.2 Fl".
SIDEWALki EXiSTiNG 0.00 S.Y. PROPt75EE7 130.3S. Y.
_----------...,____....-«.-________-______-____---------___________________...__v~--
TQTALS
RdApWRY E74 CAV AT IDM 541.5 C. Y.
CRUSHED SURFAC I NG TC]P CC]lJRSE 196.5 C. Y.
CREJSHEI? SURFACING BASE CaUR~E 0.0 C.Y.
~~~~ALT caNGRErE 159.0 ToNs
cURa TYPE A 549.4 FT.
SIDEWAL..k 130. 3 5, Y,
i
S P O K A N E C O U N T Y
OFFICE OF THE COUNTY ENGINEER • A DNiSION OF THE PUBLIC WORKS DEPARTMENT
Ronald C. Hormann, P.E., County Engineer Dennis M. Scott, P.E., Director
February 4, 1992 3/a p/y'
- , ~E C E EY~F D.
JAIVIES F CATLIN
4102 E 42IVD r . FEB 2 81992 .
SPOKANE, WA 99223
- o SP${tANc D~_',J€; i Y iN,`'siNEER
Dear Mr. CATLIN:
SUBJEGT: SPORT PLAT 91-711
PROJECT # SP-711 ~
Additional information with respect to the above projects subsurface soil conditions is required to complete the plans
review process. Specifically, representative values for soil percolation rates and soil-subgrade "R" values are necessary to
evaluate the proposed pavement section and storm drainage disposal system.
The Spokane County Materials Laboratory has reviewed the proposed development plan; made a preliminary investigation
of the on-site conditions; and has determined a minimum number of 1 percolation rate tests and 1 stabilometer "R"
value tests are required. It estimates the cost of such soil borings and tests to be approximately $600.00 exduding utility
location.
The Spokane County Materials Laboratory is available to supply this information during the design review process. This
information also may be supplied by any qualified soils firm. The tests and methods must meet Spokane County standards,
and be inspected by Spokane County personnel.
Please note that the above is a preliminary estimate only; additional tests may be necessary dependent on the conditions
encountered, and therefore, actual fees may vary. Actual fees will be based on hourly equipment usage rates and salary
costs incurred by Spokane County during the progre$s of the work plus a 10 percent administration surcharge. Fees will
be invoiced monthly as accrued.
Please be advised that signature of this lettcr constitutes agreement to pay for the above described fces. Failure to pay
these fees may result in delay in c-Dmpletien of approval of the projecc or othe: possib;e sanctions.
If you desire to have us undertake this work, please sign below, and return the original to our office.
Respectfully,
/ fo,~
~
Gary S. Ne V
Planning Engineer
C ~ Z~~ q 2i
~ AUTI-gRIZING SIGNATURE DATE
cc: INLAND PACIFIC ENGINEERING
k\g\t\r-value.pri
N. 811 JeEferson Spokane, WA 99260-0180 (509) 456-3600 FAX (509) 456-4715
I
~
d
5 p o E-_ n~ F-_ . ~ C) u r► -r ~
C)fflCE OF TI•IE CC]IJNT's' ENGINEEH • A DIVISlON LlF THE PUL3LIC WC?IZKS IDi:I'A42TMENT
Itonald C 1-iormam}, 1' E, Coun#y Engincer Deiinas M Scott, 1' E. Uirectnr
February 4, 1992
.FAMES F CA'T'LIN
4102 E 42ND
SPOKANE, WA 99223
Dear Mr. CATLIN:
5L]$9EGT: SPORT YLAT 91-711
PROJECT # SP-7l1
Additional infnrmation with respw tfl the above projects su6surfar.c sQii conditivns is required to romplete the plans
review process. Specificaily, regresentativc r+alues for soil perce3lation rates and soil-subgrarie "R" vaZues are necessary to
evaIuate the proposed pa►eement sectian and storm drainage disposal system. _
T'he Spokane County Matcria2s iJaboratory has revncwed the pragosed deveIopment plan; madc a preiiminary in►+estigation
af thc an-site conditions; and has deterrnined a mrnimam num6er of 1 percolation rate tests and, i stabilarneter "R"
ualue tests are required. It estimates the cost of such soil borings and tesLS to be approximately $600.00 e1ccluding utiIity
lnratian.
The Spnkane County lNaterials L,abaratory is available to supply this inCarmation during thc design review process nis
infarmation also ma}+ be supplied by any qualiCed soils firm. Thc iests and mechods must meet Spokane County standards,
and be inspected by Spalcane County personnel.
Please nvte that the aboVe is a preIiminary estimate only; additianal tests may be necessary dcpendent on the conditions
encountered, and thcrefore, actual fees may vary. Actual fees will be based on haurly equipmcnt usagc rates and salary
cascs incurred by Spokane County during the progress of che work plus a 10 percent adrrrinistration surcharge. Fees wili
be irnvoiced monthly as accrucd.
Please be advised that signalure af this lctter constitutcs agreement to pay ior the abave described fees. Failure tra pay
thcsc fces may nesult in delay in campletion af apprvval of the projcct ❑r oiher possible sanctions.
!f you desiFe to have us undertakc ihis work, please sign hciaw, and return the original to aur officc.
Respectfully,
~
~
G. Ne1in
A
Planning Engineer
AUTHQFtIZING SIGN'AT[]RE DATE
cc: dNLAND PACIFIC ENGINEERI1ti1G
k\gli\r-value.pri
h3 lJefferson Spokane. WA 99260-6180 {509I 4 56-3600 FA?C (500) 4 5b-4 7 15
~
, c
F. qoa
.S '0 a kats-
rJ r
r
DeaI MT'.-..2'e1 I
sUB.~ECT: r,►.7~' ~i 1-~" J 1
PROJECr #
Additional information with respect to the abave prajects subsurface sail cnnditians is reyuired to
complete the plans rewievv pracess. Specifically, representative values for soal percolatiQn rates and
501I-SUbgrade "R,' values are necessary to evaluate the proposed gawement sectian and storm
drainage disposal system.
We requare that the Spakane Gaunty Materials L.aboratary supply tfiis informativn during the design
review process. The County Materials Laboratary 1nas re`riewed the prapased deveIopment plan;
nnade a preliminary investigation of che an-site conditions; and has determined a minimum number
af I percalatian rate tests and /
stabilameter "R" value tests are required. It estimates the cost vf such soil borings and tests to be
approximateIy -"*-0 e:~7 excluding utility locativn. Additianal Mater-ials Laboratvry
remarks are as follaws:
Please nate •that the abave is a preliminary estitnate only; adclitz❑nal tests may be necessary
dependent an the condati+ans encountered, and therefore, actual £ees may vaty. ActuaY fees will be
based can hourty equipment usage rates and salary costs incurred by Spokane Caunty during the
progress of the wark plus a 10 percent adminiscratiQn surcharge. Fees wili be invoiced monthly as
accrued.
Please be advised chat signature of this letter constrtutes agreemenl to pay far the above described
fees. Failure to pay these fees cnay resuft in tielay in completinn ❑f appraVal of the project or ottie-r
pC)Sslble SililCtlQlIS.
It yoti ciesire to hiive us un(iertsike: tlyis work, plcasc sign he9ow, and return ttic original tcy otiir
caf'fic:e.
RespectFully,
Gary S. Nelson
Pleilll7lIlg EI]glIleef
auTxoRizING sIGNATuRE DATE
kIgV\T-Va 1 Lie.teS ~
ec: ENGIN'EE~'t
.1
I: ~ L
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x ~~'y ~t
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' - - ' _ ~ .x.=.~ «3..~'~~'~`~■
~EN~II~EEIIN N~,ar~~C:~::.
,
•~r.r'~ r~Tt?cr:t'
5vuih 25 Altomont 5treet 5pa4cane, Washin?gtarr 99202 (5CYg) 535-i4~1~
L ?4. •
_ ~ ~,~~,µi,~~~: • - . _ s 4: .
T`h " - - '
, 'a
ldovember 15, 1991 "_4@2
~ Mr. Jerry 5 i.ms
Spokane Cvunty Eragineer's offi.ce
North 811 Jaf f ersoti
Sgokane, WashingtQn 99260 ~ RE: SPOICANE C~C7UN'`Y SHf3RT PLAT # 711-91
p C7 + • . ~
~ y : •
I3ear Jerry : • • - .
_ ~ r- ' , • ~F, ~
.
. `En.closed please find twca copies af the draft final short pl;a~~;g,~, "'T_
final appraval. EncZ'os,~';~•""~.-~
erenced above. Please review for
is a check for $1(~0 for the fina7~ c~ieck fee a~ad asi9ne,d-
- MFee Agreement, • ~ -
,1~; • " ' ys~i~S
'-:Enc]:vsed also is a copy a£ the plat cextificate.
_ , _ ar
~
Please ca11 if yrau have any queativns. Thank you. _ • z~i;
. - . ' • . _ - .~f..
~,=i'~ ' • Sincerely, • _ :
- - _ - "•s~
- , . . - - a-f- r
INLAND FACIFIC ENGIPTEERING CO. • ='E--
`'~'6=:{=' , - ' . • , • •r'~~
~5~ ~~:u~~~'';Z=~'•';,: ~ 1 _ ~ - ' . - w
•~~,~yE`~ric W. calkins ` -y -
Wp: 1 ld
~ 4-r ~ 3. ' e ~~'riv% •.s~ A~i~
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Engineerirag • Planning • Surve,y+rng • Environmental Analysis
L ,~4e~E`"siff r _ _ - - • - • ~ _ _ _ ~
6 _ ~ , • ~
;~~t`` ~~U~ ' r, • • '~:-r°. , ~ q~ - ~ -
_ ",~•~t~_y~_' ~ ~ ~",~I
= ~ ~
;"5C~` Ft.:.'~ -
~LANNiNG pEPaRrME~uT
~v
BRpAl7WAY CE1dTRE BUILDING M 721 JEFFERSOH 5TRc=T
~E~ PHqNE 456-2205
~
~1~^?~ SPCYKf~HE, WASHtlNGTpN 99250
~r~~~'• - `
5POlLANC GQl1liTY COIiRT 1fOSJ5E
MEMORANnuM ~ DEC 10 199,
TG: Spokane Caunty X7ivisivn of Engineering and Roads ~ 3F'omfq
Spokane Caunty Divisign o£ Buildings
Spokane Counry Divisian of LTbTities .
Spokane County ~ealch Distra.ct
Fire Distnct # 1
Vera Water and Pvwer
FRC]M: Thvmas Veljie ~
Planner r
DA1E: DeCember 10, 1991
SUBTECT: Fina1 Short Plat SF-71 I-91; TAMES C,AT..IlN
Enclosed find copies vf the abnVe xe£erenced fma1 plat. Flease review and itazwaz'd any
comments by December 24, 1991. If you haye any guestivns you may contact rne at
456-2205.
Please direct yaur written connments to Thomas Veljic.
Thank yvu.
Enclosure
c: James F. Cadin, 4102 E. 42nd, Spokane, WA. 99223
5AM/GA-SP•711-911FNL CIRC: hIS.MO
1`
r '
EP 7 P
F' R 0 F I L_ E
3+04e =7, PI L= Csa CX)sD !_/H Pt. = Cr. ()C)o 1111 C) Grade= -1 a 0'74i!
5+04. 66.520
5+05 66.513
5+10 66.460 66. 460
5+1 S 66.392 66.406
5+20 66. '?96 66. 352
5a25 66„ 177, 66a 298
3+3-0 66.022 66.245
5+35 65. 84~ 66.191
5+40 65a 6,:~5 66. 1--7
5+45 65.400 66. r~~~
5+50 65„ 13-7 66a 030
5+30 PI L= 00. 000 LIH f~lt n = 66.511 i:? 5-1-E7a 376 Grade=-10. 000I
5+50 65.137 66.030
5+55 64.847 65. J3t?
5+60 64. 528 6;am
5+65 64.. 18l 64.5750
5+70 6R n (307 64a
3+75 6;~. 404 6~ g 57Ni.)
15-1-80 62.974 6.:3 , 030
5+85 62.516 62. aZO
5+90 6-2. 0.~~
5+9O 62.070
5+90 1= i L-= 0a 000 L/H Ft. = 0.000 t~' C~ GradeW
iCREST "~~RTI Cl_E CURVE, GF1LCULATE f_CNGTH GI`r"EN DESI ~'u'N SF'EED
GRAI]E # 1 = -i. 073B549i001
GRADE #2 = --J.Ee)
DE5 T GfJ SF'EED 30
LEI!II BTH l7F VERT I iGL...E GLJ -',VE (CALCUi_ATED) 2.52. 59].617789
LENGTH OF VERT ICLE CURVE MIVEP+f ) so
WARN I1WG, r. GI VEN LENGTH F S 5HQR7ER THAN CALCULA3ED
SI GH`l" DI STANCE 198.09630508
~
~
F' R 0 F :C L E
0-1-00 F'I L_- r,) CaC) LIH Pta- 0 e CrP! 0 Gr acle- 2n ()(-)7%
0+00 6 5 ~ 07. C)
0+C~~ 65e 130
i) -1- 1() fa5n 231
0+ 15 6 5 o 73 1
0+18.93 PI L= 0a0CaC' Lr'H F'ta = 0n000 I'D 0 Grade= 1.996%
c?-+1Ba93 65u410
0+20 65n 471
0+25 6 ;e 51
0+710 6 a ~ ~ 1
0+°,5 65w 77'1
0+40 615n 87 1
O+'A~5 6 5 d 9.. 13
t)vk'!~pt_Y 66 , l.OO
04 55 ;sESa ].~.[7
a7+60 66a ~70
0-M61 . 52 P I L = ~ ~ . 000 LIH Pt. = i!j 0 Grade = 1 4 995%
0+61e 52 66~ ry60
4 6 5 66a :",a9
~S-~7r~ F~6.~~9
(_)a-?~ 66p 5' 9
0+80 66.629
C)+e5 661 R 7 2 7 66.729
0+90 66a 816 66 e828
tz4~'~'5 66,,e95 66.923
t+()[:3 66p 964 67 K 028
1+05 67 n 024 67. 1 '27
I-wlo 67. 0I; 67.22-7
1+1s; 67.112 67a --27
1 +2 t3 67Q 1,4N1 67n427
1+25 67n 161 67-526
1 -I-Z 0 67.17(1 6d a626
1+32a2 PI f_= 10t3a000 L.IH F'ta= 67d 171 C, 1-f--`2e 174 Grade= -1e997J
1+ti 2 67a 171 67.67t)
.L- r ;15 67.169 67.614
1 -i-q ['a 67u 159 67.514
1+45 67n 135 67.414
1 -~50 67. 108 67.315
.L FEiF.l 6■ e0G7 / 67.215
1+60 67.016 67d 135
L+65 6~'a~ 1756 ia7b 0 15
1+7Cr 66.f38,5 66o 915
L475 66e 805 66-81 5
1 +00 66.71 -1 Ca 6 a 715
:L rOa 66e 616
1+9f) 66.516
1"1-9w'! b6 a 416
66~~ :~16
:"+ta15 66. 216
,r_''i- 1 66.116
~i fl6. _I 7
654 c? 17
65a 817
~'°a•~.~~.~ 65A 717
2„F65.617
65.517
2+45 65. 417
2+5C~ f"35 n 318
5 5 _ 6 5 rs2:I 8
.,"2 W3 65. 1 1 e
2+60 F' I L= 0A 000 L!H Pt.== 0a CsC3U @ 0 Crade°
GCEST VERTICLE CL3RVE, CALCL.ILATE LEhIGTH GIVEN DESIGN 5PEED
S79iA1JC #1 = 2.00739566825
GRADE 02 = 1.99577765579
I,7ESIUN SP~ED ;C'
LEh9GTH L7F 'JERT ICL..E CLJRVE (CALCUL.AT'ED) -1 1S'891. 1 01 294
LEN[a1"H ClF VERT ICLE CLiRVE [GI LJEIV ] C)
GIVEN I5 LARGER
SIUH7 DxSTANC:C 198. 89B30r08
Gf:EST VEFsT I CLE CLJRVE g CALCLiLATE LENGTH G T VEIU DES 3GN SPEETY
G °'iADE # 1 = 1a 99,.i77365,.ci79
GRA1JE = 1 99490s'~~21.T9
DESIC.7N SPEED LO
LEN .~'.3TH OF VERTICLE CUFs.llE t CALCIJLATED)-1Er 1 3 994. 9758 1
LENCTH ClF VERTICLE CURVE [ GI WEhl ] C)
Gz vEN IS LARGER
5IGHT La IiTE4NGE 19E3. 8987030S
CRES°i" VEItiT ICI_C CURVEq l ALCLJLA7'E I,_ChIGTH G3 t1EIV I7E5I GN PEEIJ
GRAI3E #1 = 1.99490662179
GRADL 1#2 = --:f .996974281 74'
DESS G#rl SFEED 30
LEI'•#GTH OF VE~"~T T CLE Cl.lRVE (CALCL.lL..ATED) 47.535761177
LENrTH DF VERTICLE CI.JFrVE (GIVE131) 100
.C`a .C VL.IV IS LARGEF:
SI.~.~HT DI 5TANCE 198.89830508
RATIONAL FORMULA HYDROLOGY
DATE = 1/23I92 bESIGNER = GSN BASIN B
PROJECT NAME = CATLIN SHaRT PLA7 7iT
DESCRIPTION =
SUNAREA 1=.63 ACRES SUBAREA fRUNdFF COEFFYCIENT ~.25
TOTAL AREA = ~63 RCRES GDMPOSITE RUNOFF COEFFICIENT = a25
OVERLAND FLOW VALVE~
Ct - .15
L = 260
N - .4
S - e 01
CNANNEL FL..pW VAL..L.dES
L - 1:'0
ZI = .172
Z^ = .;6
N - R0f6
B - 0
a ~ .007,
TTY = e 14
GOMPLfTEi3 VRLUES
DUR = 13.02
Ti O - 1.93
O]. C) R 13.0
CA = . 30
RRTIpNAL FaRMiJLA HYDRDLaGY
DATE = 1l2Z3/92 DE5IGNER = GSN BASIN A
PRdJECT NpME = CpTLIN SHORT FLAT 711
DESGRIPTIqN =
SUBAREA A = .69 AGRES SUBAREA I RUNOFF COEFFICIENT ~ .2
TO7AL AREA = .69 AGRES COMF'OSITE RuNOFF COEFFiCIEN7 ~ .2
OVERLAND FLOW VALUES
Ct = .15
L _ ?60
f4 ~ .4
S = a 01
CHANNEL FLCJW VALUES
L - 170
L' 1 - .172
Z2 = 36
N - .016
9 0
S = .033
TD n 09
CCtMPIJTEII UALfJEa
DI.JR = 11.04
110 = 2n 13
G! 1 .29
QA - .31
i
PRaJECT sp 711
HEC12 Version: V2.90 Run Date: 01-23-1992
INLET NUMBER a LENGTH 2.0 STATION
TOTAL PEAK DISCHARGE _ 0.30 (cf5)
GUTTER SLOPE = 0.1000 FT/FT PAVEMENT CROSS SLQPE = 0.0278 FT/FT
SPREAQ W W/T SW SW/SX Eo a 5'W SE
2,44 1.7 0.69 0.0278 1.0 0.95 2.0 0.100 0.123
XXXXXXXXXX GRATE INLET ON A GRA❑E XXXXXXXXXX
CFS INTERCEFTED= 0.29 CFS CARRYQVER= 0.01
-----------~---~-------------~~T------------~~~~_
INLET NUMBER ,g LENGTH 2,0 STATI❑N
TOTAL FEAK ❑ISCHARGE _ 0.34 (cfs)
GUTTER SLaFE = 0.1000 FT/FT PAVEMENT CRDSS SL{]PE = 0.0278 FT/FT
SPREAD w W/T SW SW/SX Ea a S'W SE
2.55 1.7 0.65 0.4278 1.0 0,94 2.0 0.100 0.122
XXXXXXXxXX GRATE INLET ❑N A GRPiQE xXXXXXXXXX
CFS INTERCEPTEO= 6.32 CFS CARRYVVER= 0.02
TRANSAMERICA TITLE INSiIRANCE GOPTFAlVY
Nnrth 720 Argonne CP
5pokane, Washington 99212 irt" P
~
Prepared For: Order Na.: Ds-159874M
JAM~S F. CATLIN Certif icate f4r Fil ing Prcapased :
4102 E. 42NIJ VERA
5P[]KA1VE, WA 99223
cc : Spokarae County Engi.neering Charge: $125. t30
cc: 5pakane County Flanning Tax: 9.87
cc: Tnland P~cific Engineexing Total : $134. $7
• PLAT CERTIFTCATE
Etfective Date: ❑ctober 1, 1931 at 8: Dd a.m.
In Lhe matter of the subdiVisa.4n to be suhmitted to Spokarae County for
approval, this company has examined the records of the 5pokane Caunty
Auditor's and Clerk's crffices, and the office of the Clerk of the []nited
States D2strict Court hcrlding terms ira said caunty. This certificate is
rnade for the purpose herein sLaecifxed, and is not ta be used as a basis far
ciaszng any transaction. Liability is limzted ta the amount paid for this
certificate. Fram such examination, the company herekay certifxes the title
to the following described land, in said Spa3cane County, to wit:
u~band and wife.
vEsTEn zN:
PAFiCEL 1:
'Fhe East 250 feet of the fal.lowing descrzbed praperty: The Sauth 130
feet of the North half of Tract 269 of Vera, as per plat thereof
recarded in Vcalume "•0" of Plats, page 30;
EXCEPT t1ne East 132 fe~t therevf;
Situate in the Caunty of SpDkdTler State of Washzngton.
PARCEL 2:
The Northeriy half of Tract 209 of Vera as per p1at thereof recorded
in Valumc "a" of Plats, page 30;
EXCEPT the East 132 feet thereaf;
AND EXCEPT the Snuth 1_50 feet t:hereof;
SitLiate in the County of Spokanc, 5t.ate of Washington.
-r
fcantinued3
. tiDrder No.: D5-159874M
Page No. : ?
EYCEP'I'IONS:
Taxes and assessments, if any, no search having been made the.reaf, as
to Parcel Ner. 45261.1636 (affects tha.s and ather praperty) and
45261.1637.
2. AS5E55N1ENT :
ORZGINAL AMC7UNT: $5,949.00
INTEFiEST , 8• d d 9
ORIGINATIL}N DATE: August 5, 1991
ANNUAL TN53'ALLMENTS : 20
NEXT TNSTALLMENT DUE: September 5, 1992
LEUIED BY: County of Spokane
U.L.I.D. No.. 913
PARCEL N[7.: 45264.1634
3. A5 S ESSMENT :
ORIGZNAL AMaUNT: $5,949.00
INTEREST: 8• 00a
ORIGINATIOiv 17ATE: August 5, 1991
ANNUAL INSTALLN1ENTS : 20
NEXTi INSTALLMENT DClE: September 5, 1392
LEVIED BY: Cvunty of 5pokane
U.L.T.D. NO.: 913
PARCEL NQ.: 45264.1637
4. AGREE1+'fENT AUD TFIE TEFiMS AND CONLIITIL']NS THEREDE':
BETWEEN: [7era E3ectrzc Water Company, a
cQrpQration
AND: D.K. McDanald. A.C. .7amison, Andrek
Goad and Vera Land Crampany, a
corporation
DATE17: P,priI 25, 1908
RECORDED: April 25, 1908, BDok "H" of
CGTitY'c"lCtS r ~~c`ige 292
RECORDING NO.: 20052$
REGARDING: PrvViding .Eor constructa.pn af
ditches, flumes, pipeI.ines, etc„
with ra.ght of angress and egxess t❑
maintain said flumes, pipes, etc.;
and praviding for 1 ien for unpazd
charges far such serVZCe.
5. Frotective and Restz-ictive Covenants S.mposed by instzument recorded on
August 30. 1991, under Recardzng 1Vo. 9108300513.
(corrtinued )
Order Nv.: D5-159874M
Page No.: 3
6. Restrictzons lmpased by instrument recorded ❑n December 13r 1946, under
Recording No. 787220A, as fo3lvws:
No part of said land sha11 be removed far commercial purposes.
Na residence placed ❑n said land sha11 cvst less than $1.000.00
provided that a temporary structure of any value may be glaced on a
vacant unit af land ownership and used as a dwelling for a period nat
exceeding ane(1) year. .
Tzmber surfaces of all buiIdings shall be painted and kept cvated with
paint; The East ❑ne-half (E112) vf said described land sha11 have na
right to water service frvm the Grantar district nor shall it be
assessed by the district fvr that purpose.
7. DEED QE TRIIST ANQ THE TERMS ANp CONDITIaNS THEREaF:
GRAyTOR: 3ames F. Cat1an and Dorothy H.
Catlin, husband and wife
TRuSTEE: Transamerica Title Insurance Com a
sENEFzczARY: IKU
_
DRIGINAL AMOUNT: , .00 -
DATEQ: Ju1y 10. 1991
RECORDED; July 15, 1991
REcoRDYNG NO.: 9107150357
AFFECTS: Parcel 1
DEED 0F TRUST AND THE TERMS AND CONaTTIONS THEREaF:
GRANTaR: James F. Catlin and Darnthy H.
Catlin, husband and wife
TRUSTEE: Transamerica Tit1e Insuranc~ Com anv
BENEFICIARY: Mftmm
ORIGINAL AM0UNT: $26,400.00 -
FJA1ED: Uuly 10, 1991
REcoRDEn: Ju1y 15, 1991
RECORDING NO.: 9107150354
AFFECTS : Qarcel 2
9. Fotential l.iability far assessments levied by Spakane Cvunty Utility
Department for the Aquzfer Protecti_an Axea. To veri_fy, call 458-2538.
In arder tQ make pavment, accraunt number• is necessary.
TRANSAMERxCA ]'~E INSt]RANCF COMPANY
By ~ ,.c. LL-
Dirk~ Scott, Title Officer
For Service an this ozder ca}.1:
dmn f5091 922-2222
s 1 .
219PA611003_- =~..k ,
. ~ _
r-~-1VE~J i
, ~ 7 .3 F~t . ~ t =.teURaEo ~
MqM~~c~ ~ I ;
9~~~~~os~~ ~uc 3q ~13s PH ~~ti
f Y7~. LI,jI E 06KAH11'E
nuo.qiTOR
PROx'BC`'TVB AH[3 RESTR3CTTVE CiS~Y~~S~F~~7rTR8TY.YfASH. 1This neciaratian of Protective and Restrtietive CaNenanta is
deslgned for Lhe purpose ❑E providfng desirable, unfEorm, and
suiCatile desfgns and vses £ar the land end lots in tha
sutsdivision deacrtbed as set fozth hereina
5aid properiy is descrihed as:
rhe Narth 1/2 n£ Tract 264 of V6Rn per plat Ehereof YECQCdEtS ,
in volume "0' of Plats. page 30r fn the~Spis~cane County Auditor's !
QfPiCe, E7CCEFT R'HAT FORTION plattQd 8a VEitA CREST SU9ATYI5IDN, ;
ger plat thereof recorded fn Book 14 of Plats, Page E1. in said ~
Cvunty AuditQr's afEfcei A'~SD SxCEP'~ENG that pQrtivn of the SouEh .
150.00 £eet Iying West of tha west line of the East 382.00 feet
of sadd Horth 1/2 of Tract 209, situste in the Ccrunty of Spokane,
State ❑f washingtan.
SECTiON 1. TtESIDENTIAL CEiARAC3'FR OF PRC]PERTY. The term 3
"rasidential loGs" as used heaCein means al1 oC the lats naw anrl } i
hereafter pkatted on the axisting property. f
Nv 5tructuees Qr buildinqs of any kind ahall kae ereeted, altered. ~
placed, ar permittec3 to remain on any residential lat other than i
ane detached siagle EamS1y dwClling fAr single Eamily occugancy 4
only, not ka exeeed two atories in height, uith a private
detaqhed or atLached garage far not mare than tihree standard size ~
passenger cara. '
SECTION 2. ARGIIITSCTURAL f1ARMONY. Ha dwelling nor garage shall
- be constructed ❑e altered ❑ther than 3n harmony with the oErier
structuras in C!i#s subrlivis3on, in terms of design, quality,
types ❑f materiala, and geneeal overa11 appearance.
SECTION 3. 9[75ENES5 lhN4 COMMERCEAi. V58 C]P PROPERTY PROHTBI'fED. ~
Ro trade, eraEt, Lusiness, prvfession, comm$rcLal ❑r I
manufacturing entergrise, or husinass or commerciak actlvity of
any kind she11 be candvcted ar caerled on upc+n any Cesidential
lat, or within eny building loeated an a resfrlential Iat, nor
shall any gaoda, equ'lpmenC, vehl.sles (fnclvding huses, trucks,
and trailers of any deacriptian) or materiala or supplles used fn
connection x3th any trade, service, ar husiness rherever the same
may he conducte4K or eny vehiclea lr► excess of 6,000 gaunds grass
we3ght [includLng Lusest truckst end treilers of any dsscription}
used far private parpeses, be kept, parked, stored, diemantled ar
repaised autside an sny reaSdsntisl 1Qt or on any st[eet witnin
' the prflperty, nflr she18 anything he dane on any resfdent#al lot ~
-1-
,
. • . !
3
. 5. _ • , i
, , • ' ~
• ~ 5 ' ~ . , ^ Y '
, • S ! . .
` . .i ' i r , • .S •
. ~ e . • i
~ i lll6 51 ALi V1111V€lipy ~ ~!i ff~WkpiH Il Yii i : TIIIS SPACE PROYiO[O IDlI IIEGDpUBH 5 179E T ~ vat. J 2 0 6 Pad 0 G %3 ~ ; E
FI6E0 i9f! AEGpRp A? REO1lESf 0► i ~ 111qry~nreERir.n cnco roa nEeonu Rr RcovEsr af
77,r 5 ! : .
S}`'~ . ,
77
1uC z9 4'll `91 , ~ nn
1110'l1,50353 ~~3nrisnMCx~rntti~~f. ; .
v,~.: ~ u~ndiUE 3 .
i
WHEN AECOHOEO iIETVIIN 4D ~ III111QI1 ~ ' '
;,roxaiar. C6llHfY. NASN f WXEH RECDRUEDAETIIRNiO ,f u~ IJ ~ 28 P7I 'Sl
~
Punr BASTIHS, fX3OM8S & P6T!'ER, P.S. BASTINE[.. Q00lIbS 8 P01`CER, P.S.
__e. ' » . « .
; = Hune..~s _ _ _ _ _ Ai]Illldli ~
Fe4nw I2924 E. SPRAGUE AV6. 12929 S. SPRAC[16 AVE. aP~KA11E. CUGlISY. WASH. ,
....~~.m •
i 1 :a ~f
rnf s~.~..nr SF't7KkNE, NA. 99216 91f}Q I... SFC]KAHE, wA. 94216 f i
._...••••.__•_••_.•..,.»i cnr, e~:,,.:r~..r_ _.~.__W.~ W ....a.,..... _ .e.___ 8108 e... :.-~.'f?~-•°4' ~{).17'PALf `T Ofia.F
Stalutary Warcanty I]eec! Stalutory WurranYy Deed
TEiffi GIIAMIt ERNEST If. HA191EW5 and l](3RI5 H. HA71[F.kS huahand and w' Fe TT[E CiiHAPCORS, IiAYM4Nll E. ki:l"f.CL and MhkGAR6`l M. 121,17[sL, 1nuRl~nrssl nnd wx fc
cprrectly known as Ernest lienry Jka[thews ans] Uoris M. FSatthaws.
auuGFenlEaAVC TFN U(1LLARS ($10,00) aytd other valuable cansideratlpo iurendlncutuideniiona[ TEN DOLir1R5 ($10.00) end other valua6le cansidcration
fnbaadp" oonveyaand wrrrsn4do JAA(ES P. CATLIH and DOROTiIY H. G1TT.IN, husband and xiEe In hmd paid.con+'+Yg and '"ormnt►W Jm1c5 F. CAfLLH nnd P[iHff111Y H. CAi`LLN, fitiis6eiid nizJ ri[c
1he [alfvwlne dncd6ed rte1 ex6a1e, m3luakd ln Iha Cistuntp aI $poksne BkW aI'WMiLuittaa: Iha lalluwinr deberihed +eei nG4. aihtaled tn Sha Counly od Spokane , SiabeL Waeltinclon:
7he East 250 feet af the Eo11Qwing deacciLed trncC: The Horl-herly Czalf vC Trnct 209 oL Ycrn as pcr plnt tlsrrroC tccnri7eJ iii Yolumc "Gf" oF
1`tse SnuCh 154 feet oE the Nnrth halE of Tra[Y 249 vf lieru, na per p1aC Lhereaf rcr.arded t'lnLs, pnge 30;
f ia Valume "dl" oE PIuLs, page 30; EIICEFT the East 132 feet theeenl; ~ E7[CFYI' the Enat 132 feet Lhereaf;
, Sit¢atc in the Caunty of Spokane, State uf Washington. ` ANd EYCBPr the South JSd Ceek Chereof;
51I8,IDCf' TO essemente and reatrlctione common to the arca; 2nd haIf 1991 reol esta[c tuxes; Situate tn the Cnunty af 5pakane, 5Lar,e oE NashDngtan.
~ PreliminQSy kotice af Assesament fae Scwer pJstrict !!o. 913; hgreement hetreen Vera SUfi,]F,CT 7'4 easementa nnJ resrriceinns cnrmoon tn the oren, 211d h.1F 1491 real estaLe taxes;
Ele[CriC Naker GQmpnny and D. X. McUanald, A. C. .lnmisan, Andrew Gaad anJ Vern L2nd fre3iminary HotLce oI Asscssmcnt For Sewer Dtsirict Ho. 913, Agreeineril iieLWrea Vcra
Cnmpanq dated April 25, 19918 und recarded Apri1 25, 1968 in Bauk "11'r oI Cant.ra[ts, pagc Flectric Hnrer Campaiiy eiiA R. K. Fltbvnald, A. C. .lamisen, Ane9rrw [ainJ and Vera Uiiid
242 under RecaedSng No, 200528; Restr3ctzona ampased by lnstrument recarded on aecLm6er 13, Comgan} Jeted Rpril 25, 1908 stiJ recvrded April 25, 1908 in l3vvk "fl" nl GpnLrncCS, pn1•c 2112.
3946 uader Recording Na, 787220A; 8eservutiona contnancd in deeJ, re[orJed an DecankUer 13, kinder Recordin~ Na. 200528, HeFLrirLLona and reFCrvalLaons xmpafiod ily liistcualicizt, iecorilyd
1946 ¢nder Recording Ha. 787220A. liecemlicr 13, 194C1 uiidcF• Kcctirdi ng Nn. 78712[]A.
91001030323 : 9100010325
~v~mda,
sida Ane. 've~~ 1~6p ibi. Arra Fd.
01 `SC1P' CHA.l9tG p,L "SnP" CHRB[RG
-~r~'• saa~, c~~r r.
' b C-mw Tramp,
. 1t~ 77IJ S
.ls 91
~yKr JuTL lOw ...d._e.. . ..........~l9 91._
t
' ..~`e!~7.T 411liXTERHES kAYMS1N ~ ' 1]ORSS M, HR fiEw3 ~Gf P1. RLTl.i:l. ~
BTATE OP WAfrFi]SlCTi]N ~ 3TAT8 OF WASHIHCTON STA`CS mF WASF[INGTIOH~ ^ STATB OF WAS}iIMGTpN A
u. ~a
COLdN'I'] Og KANF tl6]Ut~1TY OF___ _ L9 COVNT7' OF.~...5d'S}KAHE CspUt~`S'Y UF
..._•Sf'fS a_....
Bn this dey perwrully epprcored bsloro me 6n !!ue _ dr ef e 19 . Dn thi~ day paamnnlly srpeared 6dora ma On ihi. dny oI 19 ,
y Ecfore mr, the undare~Rnrd, a Nolary Pu6HC dn and lnr lhn 541ar of Ws.h-
be[ose rne, iha vndenixned, e Nnlary Fublie 1n and [oe lht $i~4 0! Waalr RnYm.° uiiil_„E. RcLzc 7 n 11g l ~I~ip= i~F i. M+
, cLh
Erne3[ !I. Hathews $ bpC~18 M. Het1eCws i~~~ d~~, a~~~ned vid nrara, ~[w~1Pr Oppevec' - ~ U~a tars, dvl~ ~~xane3 and awurn. per~unelly ~ggeare3a._ _ p.._
_ W mr k~sm*rv L. 6e the ~rdiridue] drxnbr.i In and » _ _ .-....-W . ».«...W.
W me k~w~s W hs lhe Indivisl~al d~rihed in a~ the vrithin end Paircoin; inaFrument. who s=eeuCrd 4he mChin End [errgons` ina~evmen~ u~. e_ w......«..,............. _ w Ll~e anJ w . _ _ _ ~
Uul the'~ u nid 1hn a6me r~nd aeknowFeslged llinl, ^..Y,. ci~nrd ihe eame lQ me known fo 6e the .R Frnidrrtt mnd SesrsGrY,
•nd atknoa'1cF
v1 ed » F W me knwrn W 6e Ilw ...~............._e Prasident rnd......_........_.,-Secreiary. as _ Liie i~ frre snl roSunlnry nd ond dred. zr.pmSwrlp.uf
aa LThexr ~ frre end rolunlery ecl end dced, rsspeclire4y.e1..._ . ~ for the wcf and purpaari kh.rdn mrnl+aned. the cvrperstion thal eeecuier] llle fnreqmng in.lrumsnl, and acMnawledgnl
for the wa end gurpaei Ihsrein menSlnoed the tafpnralivn lhAt exrnikd ihe fnnaoing ini[nunent, ind acknnv.IsdYed thr.eid m.lrument In br 11ic Ireo nnd vQlunlnry at6 and dcsd oP vud mrpar-
!hr na{d I n•irumant to bc 11ia ffet nnd vnlunury ar1 snd deed af ufd earpar- a4on, [ar the van nnd norpa:ma lhsrcin mmliancd, an3 oa valh alaled lhai
pudn, fnr thQ uue end purpgSea llierein menunned, e" an wlh alalyd tlul
nuthnNre.I tq e.reute the mid inisravnent and Llmt the seai
au[1iorizrd In exrsute the aatd 3natrwntnt and iIu! the ual CIYEhF under mp henS nnd ull?dal aeal Nua aAi.cr! v lfic m"rair mnl n1 eaid mrrorouon.
YrJ1V$N under my ]und and plTc{mI mnI 66 ;diWn lhrcorpntott oeal ef anid wrpv:uiip2 ~ JuE Y _._,l9_ 91 ►YatnrM mY hend end d6de1 rcal Arreb rfIistS LIw daY and Yeis Rnl
I` dey sI r_
.4~f, d.y ef uly Witnr*, mY hand aml oPfinal aeuS i+eteta Fffizn6 tho dmr yml ytae &nl /r oLnve wrjusn,
._..i 19......d ~ r f .1... _]r~.~_ rt. SIr~ ~n4 Iv aLars wntirn. ' .,r
~E~J,q ..i~ fI1 :PT C~-^71.•7~'~ . _,..._.,......e _ _ _._,._w ~/Walers~ ['aL9ic in and for iha 3lels'ol Wpa4• -.°.Nvinrs f'uhIie~dnnnd fur llia SteI c uf Wnaluii=rnn. _
!u4 J 9 o~'{ " i ` 4.7}
~ no Q ~ tJ ~ ~ N ~ /r~l~
f$ Avs
70 a V 96 ~ rav.f46 ~ ILS 239.P2
. Il.+ 17; ..._y..
1173 •/~f $ p ,P2y aI 71 Y s' o
i • ~8 ~ 9 ~8~7 ~7 n gol y
. . _ ~ ' p
~Rg~ ~ 3 s/, T JS♦ . ~ /J' d.T,A ~ `
• • ~ w . ~ ~ -
y a ,y_
~ .`..'2 ~ , y • , ►o ~ ~ `b ~ i ° ~ ti ('`1 ~ ~ ►a
~ ~~rJ
! ~ _ . s 9' ' 1 w ~a
~ 'r''!r`^ es~T' r~S a ~f'~• Y I=G.
13
3 A~
~ • ' ' .l.~r"' ~9 = H ~I N9~~ .p J 6~ r~~~ 13
~ . , ` ~ • ~ Q ~ , ~ ` ~e
-
, . • - . _ ~ . - ~~F 6 r~~ - ~ fso , t~ . *s. ; o4
~ ~ 8 al~ r I~ ~ s
' M~5 $ 12 1„3
tl s9 ~~'~p ~ dt;
e @4 yti8~ r~~
~1a r7d ~3 0 ~ fSO ~
~ • ~ ~
v
~ 20 Tm ` AyE7
~ Jnn l !~n /ZC /26 /7CLIt ~ ~
y sg Sq
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`~r 2 : ~3 ~ ~4• ~ @~ - V' •@CS ' e 7
9 -~•a •
~ szo x ~~e~.►.~ =e.c~~~ da~.34
A V~ ~.r~~
• ~ - ~~•a- - -
2 0
„ ` 'z wF~~i~.~L;,'~ S~r-,~i .'1^`••„Cd't,i, rrr I$~ i4 - 124 tY •
-~uxk t j
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•!TP ' ~r- ~,..t f-~,f ~ ` A~33 r 22
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~ =8%:. - Y~ ..'Ae:-^:±~a 7~; ~ ~ •
~ ~ ~ ~ I L j ~ ' ~,1. ?j+C ° _ ~•'-L ~ ' ~ _ ~
-.r~..-47~ €►t ~r-r>f .-+~,e.•~y,` r Jv3.Dt r7~
~ ~ ~ ~ 7.%;wi'~~~JW J.~ :~Y': •w V ~,yr' =we:
~ :-f a. `t ..r sFi . 2i~`~`4;.'s e„+ ~b `q +6+~ ~
3 .
~ ~ ~ = „ . ~.~g . aT`_"~::.'~•-- • ` ~
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FRpM ANGLE DIST NORTH EAST Ta
5P 711 Tract 209 Bvundary 12/20/91
AUTO INVERSE '
START 1000.00000 1000.00000 1
1 X NV N 0 00 00.0 E 634.3600 1634. 36000 1000. 00000 2
X 3VV N $ J 59 39.0 E 646. 1.1 00 1634. 4,=f578 1646. 1 1000 3
3 iNli S 0 02 25.0 W 635. 08i7J0 999. 345134 1645.66355 4
4 INV N 89 5E+ 30.0 W 645. E+7Q~0 1000. 003,30 999.993E36 5
LAT^& mEP --0. 00330 0, 0061 2
5 HCI..OSE 5 61 39 13.6 E O. 0070 000. 00000 000. 00000 fl
PREC = 1 Td 368493 AY°'Ea L}09956. 20 5q ft 9.41130 aC
FROM ANGl,..E DIST N[7RTH EAST 7D
a 112 Tract 209 12]20I91
AliTQ TNVERSE
START 1000.00000 1000. 00004 1
1 INV N 0 00 00.0 E 317. 1800 1317.18000 ].~00. 00000 6
6 YiVY S 89 JO 26. 0 E 645.8900 1316.88565 1G+'T5• L78773 I
! INV v.~7 0 02 25.0 W 317• 5T0y'J 977• iJT573 1645. 66Lw71 a
Q INV N 89 56 30.0 W 64i. 67Q40 1000. 0030'9 9°J9. 99704 9
q N,
L.AT & D~P -0. 00;a09 0e 00256
9 HGLOSE S 43 4~.~.. 48.4 E 0.0043 i000, 0fZ►000 1000. 00000 1
PREC = 1 TO 450228 Ar^ea 204943.24 sq ft 4.70485 ac
F FdtdM AIVGLE DiST Ni7 RTH EAS1° T[3
Plat Soundary
AUTD I[4VERSE
5°f'ART 16.s4. 36000 1 000. 00000 2
2 INV N 89 59 39.0 E 514.1100 1634.41234 k514. 11~00 10
10 INV a 0 02 25.0 W 317.4600 1316. p35c.'4: 1513. BB6B3 11
11 INV PI 89 58 26.0 W 250. 0000 1317.06635 ~26,s. 88686 12
12 INV N 0 02 25.0 E 150. 0000 1467.06631 1263.99230 ls
13 IhIW N 89 58 26.0 W 263. 9900 1467. 1866~ ~~00, 00233 14
14 INV hJ 0 00 00.0 E 167.1800 1634.36662 i000. 00c'33 15
LAT & E]EP °-0. 00662 -0. 00233
~
15 HCLOSE 6 19 23 03.5 W 0.0070 1 634. 36000 1000.000013
F'REG = 1 TD 236882 Area = 123508. 94 5g ft 2.83536 ac
FROM RNGLE DI5T NORTH EA57 TO
5P711~~----- 12/20/91
AUTO INVERSE
START 1316.95242 1513.88683 11
11 I NV N 89 58 26.0 W 250. 0070 1317.06635 f263. AE3686 12
12 INV N 0 02 25.0 E fse. 0000 1467. 06631 1263, 99230 13
13 INV N 89 56 26.0 W 251. 99~0 1467.16115 1012. 00233 16
16 INV IV 0 00 00.0 E 167.1800 1E+3k. 36b.15 1012. 0023.;, 17
17 INV N 89 59 39.0 E 302.1100 1634.41227 1514. 11233 18
iB INV S 0 02 25.0 Inl 133.4600 1500, 95231 1514.01851 lg
19 INV hl 89 57 40.0 W 35.0300 1500, 97608 1478. 98F'5k ~.~..0
RADY AL 5 0 02 20.0 W
IfELTA 49 59 41.0 RT
RRI3I U5 20.0000
TAIV 9.3250
l...-AFtC 17.4515
RADIAL 5 50 02 01.0 W
FdF° 1520.97608 1479. ~~209 21
20 +GHC]F2D N 64 57 49.5 W l6e 9031 1508. f29321 1463. 67366 22
TAN@PT IV 39 57 59.0 W
RAI3IAL ~V 50 02 01 s0 E
I3ELTA 279 59 22.0 LT
RADIUS 50.0000
TAN 41.9628
L-ARC 244.3369
RADY AL 9 49 57 21.0 E
RP 147E+. 01241 142..r. 352v9 23
22 CHi]RD s 0 02 20.0 W 64.2858 1443.84351 1463. 63003 24
TAIV@Pl" N 4~'d 02 ,.:'9.0 E
RADIAL iV 49 57 21.0 W
DELTA 49 59 41.0 RT
RAD I k,45 20.0000
TAIV 9.3250
L-ARC 17.4515
RAD7AL N 0 02 20. 0 E
RP 1430. 97595 1478. 94100 25
;R 4 CHORD io1 65 02 29.5 E 16.9031 1450.97595 1478.95458 26
TFl6VCdP7 5 89 57 40.0 E
Qlc- zNv s 89 57 40.0 E 35.0300 1450.95217 1513.98457 27
R-7 zNV S 002 25.0 W 134. 0100 1316. 94221 1513. 89036 28
6 Z
LAT & DEP 0.01021 -0. 00a53
28 1°iCL05E N 19 04 56.5 W 0.0108 13ifa. 952t+2 1513.88683 11
PREC = 1TO 179321 Ra'°ea = 111579.96 5q ft a. 56152 ae
FRL7M ANC3LE DI ST NaR7H EAST TiD
Street CenterlXne
AU°fD TNkIERSE
STAR7 1634.42578 1646.11000 3
3 INW S 0 0~.~. 25.0 W 158. 5600 1475.86582 1645.99853 29
29 I NV N 89 57 40.0 W 220. 6600 1476.01559 1425.33858 30
LF1T & DEF' -0. 0031 S 0.01401
30 NCLQSE 5 77 12 17.2 E 0.0144 1476.01241 1425.35259 23
F'REC = 1 TO 26398 ltEv Area
-
~ , ~~.~.~~~~~l~'! i ~L ~~7 .,~~~'~.~'~Y
PWBLIC WDFiKS DEPARTMENT
~ ! vFF3CE UF
F ~ C9lJNTY ENCINEER
RaNALD C. HvRMANN, P.E.
COUNTY ENGINEER
. 4~
SPOKANE, WASHIhIGTC}N 99260-0170
5~ars,rne [ovnT.- couarHouse
~4z31R_1EE;r'rErrrr •rv L=>I~.Iw FEEs
Agreement Number 4s p
This agreernent between Sgokane County and
whase intexest in the project as ~uJsnr~.~
, is entered intv
this zz day of 19_!a-+ . This agreement is
applicable ta the project known as:
.
~~loi R1.A7 Al - 711
That the individuals and parties named herein as having an
interest in the above +described property or project agree to the
tollDwing;
Reimburse Spokane County for project rev3ew and i.nspection
fee5 a5 specified in Baard o# County Commzssioner's
Resolutian 80-1592 attachment C, as amendsc3. The fees will
be based an actual salary costs incurred by Spafcane County
for project reviews anci / vr inspections pxus aten percent
admznistzative charge, and wir1 be billed monthly as
accrued.
2. The undersigned agrees that these fees are due and payable
upnn receipt of the billing as specified abave. The
mmnthZy trilling should be sent ta the attention af:
'1 f.I ,Aa..~• ~t..~-- ~ t F\
c LA~~Z -~2- -M4
_ ~
I understand that-failure to pay these fees may resalt an
delay in compZeLion or approval of the project or other pDSSible
sanctions.
B
Y ~
ti
Publie Works Building I North 811 Jefferson Street I Spakane, Washingtvn 99260-0170 (549) 456-3600
r~ ; 1 13 L R
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, , . SPaKANE C4C7NT"Y ~ - , ' , HEARZNG EXAMINER COM1YxI'I'TEE
FINDTN-GS OF FACT, C:'(7NCLCTSIC)NS ANI) 'ORDER f ' SEP 2 61991
. , . , . :
,
, 5POIN'TR~T~T.~CTTUN 3 MHE '~~TY ENGtNEEft
- , - .
This mattex has came before the Heazing Exarruraer Committee on 5eptember 19,
1991. Tkxe members of the Camrrittee present are Bud S.kadan, Chairpersan, Veroria
Southerra azad Pkail Harris.
PROPC}SAL
The appellant, David Eash, has apptaled an approved preJzrrunary shart plat, File No.
SP-711-91, ta restfict development on the praposed lots to sixi.gle fazn.iJ.y hames_ The -
1ots are located in the L]rban Residential-3.5 (L7R-3.5) zone which a11aws single ;
farriily and duplex uses if lots rneet minirrxunn zoning requirernents.
FINDINGS OF FA,CT AND CCINCLZ7SxONS
1. The property xs genera.lly located east 4f Adarns Road approximately 150 feet south of
. 22nd Avenue in the northeast I!4 of Sectivn 26, Township 25 Nortli, Range 44 -
EWM, Spakane Caunty, Washingtoji. • -
2. °.The cammittee adopts the PlanrLing Department Repvrt as a.part of this record.
3. The existing land uses rn the area are, single £amily residential, Sunnse ElennenCary
Sclaaal and unde~velaped. : ~
4. The Comprehensive Flan designates this site as Ua'ban. The Urban category is ,
prirnarily far residential uses with denszries of 1unit per acre to 17 units per acre
The proposed short plat of approximately 2.8 acres ianto 4lats (which may be ]aTge
enaugh to allow duplexes) is in accord with the density guidelines of the lirban
Category.
. . „ ,
5. The Artenal Road Pian designates Adams Road as a 1Vlanor Arterial with an existrng
nght of way width of 40 feet and a propased wzdth of $0 feet. To itnplernent the
pla.n, the County Engineer has requested 12 feet of dedicatian and 8feet of future
acquisition area. The propasal has been candidaned to provide fvr ttiese
requirements.
6. The existzng zanang of the property descnbed in the application is Urban Residential-3 5
(UR-3.5), previously estahlished in 1991.
7. The prapasa] is exem pt frozxa envirarymental revlew uild er WA C 137-11-8 00,
8. The legal rtquirements for public natice have been fulfilled.
9. The vwners of adjacent lands expressed disapprovai v£ the proposed shcrrt plat due to
the possibility of duplex development.
~
~
HEG flrder £ar SP-711-9 i Page 2
10. Tlae proposed use is,not comgat~b'e with existing`uses in the area kest.rictang
de~relopment to sin~gle family hoa es would make'the approvedshort plat devekoprraent
compatible.- ~ - - - . -
11. The propasecl residential use wzll iiat be detrimental tv the public health, saf'ety,
rnarals or welfare if canditaoned for single family residences. _
12. The suhdivision propasal is gener-ally consiseent with RCW 58.17 and the County .
suhdivision regulations, promotinlg the public health, safety and general welfare in
accordance with standards establilshed by the state and Spakane Caunty.
13. T'he Commattee addhtiflnally finde1cancludes:
a. The owners, :CVIr. & Mrs. 3amvs Catlin, have agreed ta restrieting the prapased `short plat ta single farnily homes.
CC]NDx7'IONS OR CDNTINGENCIES APPLxEI7 TO THIS Al'PR[]VAL
I. All Condicicrrls fmposed by the Hi,;aring Exartainer Cammittee sha11 be binding on the
"ApPlicant," which terzn sha11 izaclude the owner ar awiaers of the praperty, heirs,
assigns, and successoz-s-in-interest.
HEA,~tING EXAMYNE~. C4~MM~TTEE
1. 'S'he appzvved prelinainary short I lat, 5P-711-91, shall be restrieted ro s7ngXe family
dwelling units. Duplexes are nQk perm.itted vr%thin this short plar. Atitle notice shall
be recorded with the Spokane County Auditor upvn ~inalization of this short plat,
ieqtzmng na duplex shall be allawed on lots within. the short plat:
PLANNTN+G DEPARTMENT Ct7NDXTIONS r '
The pre]imv.nary plat of z'ecord appraval is far the property legally described in the
applicatiora far this proposal.
, A,ll conditions imposed by the Planning Department shall be binding on the
"Apphcant", which terrn sha11 include the owner ox owners of the property, taeirs, ,
assigns and successors, 'I'he praposal shall comply wath the Uxban Residential-3.5 (I.TR-3.5) zane(s) as ,
amendel,
The final plat shal1 be desxgn~d substantially an canformance with the preliminary
plat of recrard. No inccease odensity or nurr~t~er of lots shall occur without a
~i
change of condition applicatinn submittal and approval,
The Planning Directorldesigr) ue shall review any praposed final plat to ensure
compliance with these Findfrgs and Conditivns of Approval.
Appropriate road narne(s) sh,, .ll he indicated.
1
' M .
. • ~ ,
HEC Qrder for SP-7 1 1-~ ~ Page 3
I The preliminary plat is given condstzanal apprvval for rhree (3) yeaxs, specifically tv
August 1, 1944. The appli6ant may request an extension of time by subrnitfing a
written rrequest agprvxunately forty-five (45) days prior tv t.he abave expirarivn
date. .
•Approgriate utili~y easememts sha.lP be indicated an copies of the propased fulal p1at.
Written appi-oval of utihty easements hy appropTiate utility companies shall be
received with the subnnittal of the final plat.
Three (3) current certi.,~'icates of title shall furnished ta the Planning Departraent
priflr to filing rhe final plat. .
The Spokane Caunty Planning L?epa.rtmment shal.l pxepare and record with the
County Audztvr a-Tide Natice speci£ying a future land acquisition area for road
right-af-way and utiliries. The reserveci £utuze acquisition area Title NonGe shall be
released, in fuR or in part, by the Planning Department. The notice shvuld be
recorded within the same time fxame as an appeal and shall prcavide the fallawing:
a. At 1east $ fee[ of reserved futuxe acquisition area for road right-of-way and
utilities, in addidvn ta the exzstzng andlar newly dedscated z-ight-of-way alang
Adams RQad. NOTE: The Cvunty Engmeer has required 12 feet of new
dedicasion.
b. Future building and other setbacks required by the Spokane Cflunty Zoning
Code shall be rraeasured frorn the resez-ved £uture acquisition area.
C. No requaired 1andscaping, parking, '208' areas, drainfield ar allowed signs
shouTd be located wathin the future acquisitiora area fcri raad nght-vf-way and
utilities. If any of the abave improvements'are made withun this area.;=they
shall 6e z°elacated at the applicant's expense when rvadway improvennents are
• . uzade.
. . , ,
d. The future acquisztivn area, untal acqu'rred, shall be priuate property and may
• be used as allawed in the zvne, except that any impz`ovemenfis (such as
landscaping, pay-king, surface drainage, drainfield, signs crr others) sha11 be
- considered interim uses,
~ The fnal plat shall indicate yard setbacYc arc lengths on cul-de-sac lats which rneet
vr exceed the rninimum fZ'antage of the underlying zone of t.he ~'inaT plat.
'I'kze final plat map shall indicate tay a clear, dashed line the required yard setbacks
from all private, "Tract X" ax puhlic roads. T'he dedication shall CQntain the
follawing statement:
"Side yard and zear yard sethacks shall ke deterrmneci at the tame buildang pem-iits
are requested unless these seebacks are specifcally drafted ara this fiinal p1at. The
setbac]ks indicated on thxs plat rnay be varied fram af proper zoning approvaIs are
obtained.A plan for warer facilities adequate for domescic service and ~'ire grotectian sha11 he
apprvved by the water purveyar, appzvpriate fire protection district, +County
BuiIding & Safety T]epa-nienC and County Hea1t-i T7istrict. T'he agencaes wiLl
certi£y on the Water Plan, pn'nr tv the f ling of a~'inaI glat, that the plan is in
I,
HEC C3x-der far SP-711-Y~ - - - - - Page" 4 '
cvnfvimance w'ith ttieir resgec[iad needs artd.reguladons. T'he Water Plan'ahd
-Ceztificatton shall be drafted on a transparency suitable for reprvductiQn aiid be
signecl by the plat sp~rnsor. j . • I-~[3=~`~
~ .j
The water purveyor shall certify 'that appmpriate contractua.l arrangerraents arxd
sGhedule of improvemenfis have been rnade with 4he piat spvnsor for cQnstruction of
- the water system in accvrdan~e with the approveci Water P1an: T`ftie tirne schedule
staall prorride for completian of the 4vater system and irtspectian by the apprcrpriate
health authori.ties prior to applxcation far buxldtng permits within the fizaal plat. TY~ie
arra-rtgements oz- agreements sha~l ir~clude a pr~►Asion halduig 5pokax~e County and
the purveyar harmless £rom clai~s by any ]oC purchaser xefused a builda.ng permit
due to the failure of the subdivision sponsor to sacrsFactorily complete the appra+red
water sysCem.
~ The fLna.1 plat dedacaCion shall contain the follawing statement:
°'The pub]iC water system, purstsant tv the WaterPlan approved by eaunty ane& state
heaith authorities, the local fire pratectivn d"zstrict, County Building & Safety
Department and water purveyor, shall be instaltec3 within this subdiuisxon, and the
applicant shaal pravide for zndivadual damestic water service as well as fire
pmtecrion to each 1at pTior to saie of each lot and grivr to issuance of a buildrng
pernut for each lot."
;
Nv bualding pernmit wi1l be issued far any lot within rhe ~'inal plat untit certified by a
Washington state-licensed engineer that "the rnrater systerrz has been instaRed
pursuant ro the apprcaved. VVaterTlan for the ~'inal plat" including a signed license
stamp. The ceziification rxaay be in the form of a lettez', but is prefezxed to be ' .
certified on acopy of the Water Plan as a schematic map shvwihg4he=,-"as-bui1t'" ,
, water system. - • .J:~s.¢ :t`~ - _ .
The Water Plan and the abowe fvur (4) conditions of approval z'egarditig the Water P1an may be waivecl by the Plaiining DirectorJdesignee upora receipt of letters from
the ap-propriate water purveyar 6d fire,prottction d'zstrict staring that si"rnple '
cQnnectians to an existing, apgrowed water system will prouide a&guate domestic
and fire protection wacer to ensi re rhe publac health, safety and ge~aeral welfaze.
~A s~ar~vey is requxred pnor to th ;filing of a f nal plat.
COU1VTY ENGINEER'S DEPAR"TMENfi COIYDITIC NS
~ The conditional appmval vf th(: plat is giuen by the Gounty Engineer subaect to
dedicariQn of right-of-way a-nd apprvual vf the raad system as indicated in the .
prelirmnary p1at of recvrd. ;
i
Plans, profiles, and cross-sectzvns as designed to County standards showing
praposed st~et centerline and ~urb gzades shal1 be submitted to the County
Engin~er for approval prior Ca corasmiction andJor [he filing of each final plat; road
plans to be preparei under the direction of a Xicensed Professional Civil Engineer. .
l7rainage plans and design calculatians shawing the alignarnent of drainage facilities
shal.l be submitted to the Caun,ty Engiraeer £or appravat prior to constructian and/or
I
. . . r. . -
HEC f3rder fpr S1'-711 Page 5
the filing of the final p1aC. Drainage plans ta be prepared under ttie-d.ir&~tian'Q£-a-~.
•1icen~ed'Professional +Civi1 Engineer.~ • ' . ..;3, ~~r; . : . , r ~
- „ ' j . . Y.- . . • yrr . <<.a ~
per#'ormed
C:aristariactivn within the pmpased public streets and easenaents shall be
under the direct supervislvn of a licensed engi.neerlsurveyar, whv shall,furnish the
, rCounty Engine,er with "a~s-built'° pla~as and a certif cate ~ vvriting tha[ a11 ,
.`:i.iinprovemenfs were insta.1led to rhe lines and`grades shawn on the apprQved~
construction plans and that ali disturbed monuments have been replaced:; ,t
No canstruction work is ta be perfvrmeci wxthin the oxisting or prvpos4puhlic
right-af vvay until a perrrut has been issued by the Cvuntiy Engineer. All work is
subject ta inspection and approval by #he Cvunry Engineer.
Aft
Al1 cvnstruction within the exisring ar proposed pub1Xc right-of-way is ta be
camp1et.ed prior ta filing each firaal plat, or a hond in the amount estimated by the
: Caunry Engineer ta cvver the cast of construction af improvements, constructiQra
eertificatian, "as-huilt" plans and monunnenting the sixeet centertines shall fx fileci
with the Caunty Engineer.
~ Nn direct access from lots to stuh road GonnecfiQns until such roads are canstrueted
to Caunty standards and established as county rpads.
Road design, con,struction, and drainage controJ £or vne-half (1j2) rights-of way
and stub road cannecrians are the zesponsibility af the awner, developer or
applicant. - `
~ I.ndividual driveway-access perrnits are required pzior to:issuance af a:building .
, Permit for driveway approachts to the cflunry rvad system._,-•,. .
' ~ ' , ' ' 1 . , {:,t ~ i i i ^ tT ' - . ,
Detiicatian of 12 feet of additional right-o£-way along Adams R.oadtis~required.
1. '"Existi.ng'county roads providing direct access to the plat shallbe-paved „andlar curbed ta Spakane County standards.
: AIl putilic raads within the plat shall be designed and conscructed ta Spakane
County standards. '
Sidewallcs are requireci along the az-terial on Adams Raad. ,
, The word "applicant" shaJl include the owner or owners vf the property, his heirs,
assigns and successors.
The Counry Engineer has designated Typicat RQadway Section Nurnber'x'wo,
Local Access stanndard for the ampravexnent of East-VLIest Street, which is t❑ be
constructed withm the propased deVelvpment. This will require the rnstallativn af
36 feet of asphalt. The canstz-uctivn of eurbing is alsv required.
The Caunty Engineer has designated Typical Roadway 5ection Number Twa,
Minoz Arterial standard for the unprovernent a£ Adams Rvad, which is adjacent to
the prvpvsed develapment. Thzs wall require the addition af approximately 10 - 12
feet of asphaJt along the frontage af the deVelopment. The constmction of curbing
and sidew alk i salsa required. . . .
~
`
HEC.'C3rder far SP-711-9 d " _ _ . ' - Pa&4--6
;
1i1,Sgokane _
The propc~sed subdivision sha]l be ir~sproved=,Io TIi~ S~aI]t~aT'C~.s 5ek fC3TCh
' C~tunty Board of Cammissioners Resolufiiv~a No. 8011592, as amendea;"wtiich
' resolution establishes regulativn's _for roads, appraaches, drainage,and fees in new
-G(]I1SCi'LiGl7bI3:
The Caunry Engineer has ekamined this development propasai and ~as deterniined
that the xmpact of this prc~posal upc~n the existing county road systez~ wan-ants the
dedication of additional right-afiway and the roadway impxovements herein
specified.
This proposed subd.,ivision or development praposa.l is located wittun a drainage
basin which has been identified by the Spc kane Counry Engineer s affice as having
stormwater nanaff pmblerns. Since this proposed suhdivision or develvpment
proposal is affected by or is a contributQr ta stflrmwater flaws, praperty own,ers
shnuld pardcipate in the planninlg and imglernentahon of a future basinwide
stormwater management system. 'i'he Follvwing statement shall be piaced in the plat
- ded.ication:
"The owner(s) or successor(s) a.n interest agree to jorn in any Gaunty-apprcrved
starxawater management prflgr~ and [o pay sxtch rates and charges as may be fixe~l
through public hearings for service ar bene~'it Qbtained by the planning, design,
constructing, ma.intaining ar operatinn of starmwater cantrol faciJities."
The County Arterial itoad Plan identifies Adanas Road as a Minor arterial. The
existing right-of-way wid[h of 40 feet is nat consistent with that specified in the
Plan. I.n order to iniplemerat the Arterial Road Plan, in additiorz to the required .
ri,ght-of-way dedication, a strzp of properry 8feet in width along the AdaFns Road
frontage shall be set aside in ~-esezve. This property rs~ay'be acquired by Spakane
County at rhe tune wtaen arterial rrnpz-avetnents are made to Adams Road.,, There may exist utilities, either underground ar erverhead, affecting tYre; subject._ .
property, zncluding property to be dedicated vr set aside far future acquisition.
Spokane County assumes no financia.l obligatian for adjustrnents ar relcxatian
xegarding these urilities. AppJicant(s) should check with the applicable utility
ptu-veyar and the Sgokane Coulnty Engineer ta determ.ine whether applicant(s) or
che utiliry is responsible far adjustment or relocation costs and to make
arrangeznents for any necessa~.r wark.
itw. Gul de sac desxgn and locafion shall be rev'rewed and approved by the Counry .
Engineez' prior ta constructian. CQUNTY HEA,LTH i:IISTRICT C4NDITIQNS
Ift The final piat shall be designed as indicated mn the prelaznirtary plat of z'ecard and{or
any attactied sheets as nQted.
APprapnate utility easements shall be indicated an copies of the preliminary plat of
recard for distribution by the Planning Department to the utikxty cornpanies,
Spokane County Eng,ineer andl the Spcakane CQUanty Heal.th District. Written
appmvai of the easements by the utility companies must be receaved prior ta the -
submittal of the- iraal plat.
. . ~ ,
• ~ r
EEC Drder £or SF-71I-91 Fage ?
_ - .
.
~ Sewage disposal metta~ shall'be as authorizeci hy the I]irectar af T~tilities, 5pokane
CQUnty.
W ater serviee shall be coordinated thmugh the Directvr of Utilities; Spokane
'Cvunty;
. ' .l. ,
~ Water service sha.ll be by an existing public water sLypply whera appraved by the
Regional Engineer (Spokane), State T]epartment of Health.
Prior tv filing the final plat, the 5ponsar sha1l present evidence that the plat lies
within the recarded service area of the water system praposed to serve the plat.
Apublic sewer system will be made avaalable fpr the piat and individual service will
be prravided to each tract priar Ca sa1e. Use of individual an-site sewage disposal
systems shall nat be authorized.
8 A statement sha11 be placed in t3ie deciication tv the effect that: "g public sewer
system will be made available for the [platlproject], and individual sernice wilI be
prarided Co each lotJtract pri4r to sale. Use of individual vn-site sewage dispasal
syszems shall not be autharize.d."
The deciicatvry lanp.;uage on the Flat shaI.L state: "Use of private we11s and water
systems is prohzbated."
The plat ded.ication will contain a statement to the effect that; "The pub1ic water
system, as approved by Caunty and state health authorities, rhe 1erca1 fire distzicC and
. purveyor, will be installed within th7is plat, and the subdiv7der wzu pravide faz'
individraal dvmestic water service as well as ~'ire protection ta each tract privr to sale .
of each tract."
. t .
COC]N'FY UTILTTTES DEPAR"CMENT C[}NDITIONS .
Any water service fc►r this project shall be prvvided in accardaaxce with the
Coordinateci Water System Plan fvr 5pokane Cflunty, as amended.
Apphcant shaJi make cnnnectivn to public sewer system. Sewer cotuiection permut
i5 requiz'ed. Plans and specifications are to he zeaievred and apgroved by zhe
Uti]tties T3eparfitxzent.
Plans and specificatiQns for the publac sewer are to be reviewed and approved by
%It, the Utilities Department CQnstruciion securi[y as requzred.
BT]ILD:CNG AND SAFETY DEPAR7'MEN'I' C[]NDITIONS
Requirements of Fire District No. J. need to be satisfieri during the building percnat
process.
Frre hydrants shaU be located at rQadway intersections wherever posszble and the
maximum average distiance between thern shall be nv further than 900 feet and these
hyd.rants shall be placed sa no portaon of the snctures are in excess of 450 Feet
from a hydrant_
. ~
• - . ~ - `
HEC Orderfor SP-711-91' F'age $
. • ` ij j L~.} 7 y . _ . .I :;L.IC• . s} I~ ki'G2.'a' _3:9 .
ORDE'R, -~Y.: v. . .
The HearingEka.fbiner. Commiitee, pursuant to the above- Findangs o£•Facx and •
Conclusion, APPROVES the appeal of SP-711-91 of David Eash fvr restn'~ting
develapment within the approv6d prelinianary shvrt plat SP-711-91 ta sirigle farriily
hvmes.
Moticrn by: Harris' x Seconded by: 5authern. .
vare: (3-0) UNANIMaUS `ro APPuOVE THE AP~EAL DF 5P-7 x L-9 1 AND
RESTR.iLT DEVEWPMENT TO SIlNGLE FAMILY =S C3NLY
, •
HEARTNG EXAMINER CC}NIMMEF.
Y
HEREBY ATUST TO TBE ABC}Vt F`iNDINPS, C3RI7ER, AND VOTE
~ch'.
~
ATTEJ 1 . ` .
~i~ - • '
Ffl~' W1~LIs D. RUBB
Planning lairectvr
f~ Y
~
B~-~ALUL F. 7TNSEN. .
Senirsr Flanner . . , . . . . ~ z L/'
~atr, p,
Pursuant ta County reguiations, any akgx~eved party has the right ta appeal this written
decision to the 5pokane Caunty Baard af Cvunty Carnmissioners within ten (10) calendar
days of the signing of this order. Upo~ recerpt of an appeaL, a public hear-ing wili he
scheduled. If you desire to ~'ile such dn appeal, you must su}amiC a writCen appeal,
preferably crn fvrrns designed far sucA purpase, ta the Baazd vf County Comrnassianers,
W. 1116 Broadway, SpQkane, WA 99260, a.long with $104 processing fee payable to the
Spakane Cvunty Treasurer.
If you have any questivns, please call the P1ann.ing Departnnent at 456-Z205.
I
~
~ . .
, PLANIVING DEPARTIVIEiVT It.EPt]RT
Ta: SPdKANE COLJNTY HEARING EXA1VIINER C[]MMI'FTEE FR()M: CUHRENT PLANNI11l'G SEGTION -
DATE: SEPTEMBER 19, 1991
SUB3ECT: Appeal of SP-711-91
1. GENERAL IIVFC}RMATYON
Sponsar: James F. Catlin
- 4102 East 42nd Ar+enue
Spokane, WA 99223
(509) 921-3201
SurveyorfEngineer: Patrack J. Moore ,
25 5vuth Altamont
Spvkane, WA 99202
•
(509) 535-1410
'Location: Generally lrxated east of Aciams Road apprnximately 150 feet south
of 22nd Avenue in the nottheast 114 of Section 26, 7'ownship 25 North, Range 44
EWM, Spvkane Cvunty, Washington.
Prvpasal: Appeal of the subdivision of approxixnately 2.8 acres inta 4 lots.
The lots are lacated in the Urban Residential-3.5 (UR-3.5) zone which a.lJaws single
farnily a3ad duplex uses if kvts meet mini,mum zaning requirements.
IZ. SI'I`E PLAN INFl7RNTATT[3N
A. Comprehensive Plan: The Spokane County Comprehensive •Plan
designates the site as LTrhan. The Urban Categary is prirnaiily for residentiai
uses with densities of 1 unit per acre tv 17 units per acre. The proposed shart
plat o£ approximately 2.8 acres into 41ots (which may be large envugh to allow
duplexes) is in accvrd with the density guideiines of the Urban Category.
B. Arterial Road PIan: The ATterial Road Plan idenrifies Adams Road as a ,
Minor Arterial with an existing nghc of way width of 40 feet and a propased width of Sd feec. Ta implement the p1an, the County Engineer has requested 12
feet of dedication and 8 feet of future acquisipion area. 7'he prcfpasal has been ~
conditivned to pr+avide far these requirements.
9191 HEC Sta£f Repvrt fDr 5P-71 x-91 Page 42.
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9191 HEC Staff Repflrt far 5P-711-91 Page 40
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9191 HEC Staff ReDort for S,p-711-91 Page 39
P
C. Zaning: Ile current zoning 3s LTrban Residential-3.5 (CJR-3.5) which was
established in 1391. Prior to advption of the Zcinang Cvde the site and Froperty
. to the west and sauth were xvned Agricultural. Both Church Adtiilion to the
north and Vera Crest to the east were platted in 1977 and zoned Single Family
Residenrial (R-1). The Urbar► Residentia]-3.5 (UR.-3.5) zoning allows single
family use on lots of 80 freec vf frot;tage and 10,000 square feet, while duplexes
require 20,000 square feet of lvt area ar dvuble the single family lot area.
D. Land L1s+efF)ensity: Platted single family lats are Iocated to the nvrth and
east. PrQperty to rhe south is prunarily acreage single farnUy lots while the
unplatted p~arcel to the west is Sunrise Elementary School. Single family lots in
the area range in size from 13,000 to 17,400 square £eet with typical 1Qts vf
approximately 13,50[] square feet.
117. ANALYSIS OF THE APgLICATION ANi] A'PPEAL
'i'HE APPLICATIQN ANTI DECISI(3N
An agpIicatian for a#'vur lot short plat was receiveci by the Planning DepaiTment on
May 29, 199I. '1 he Fi.ndrngs of Fact, Conclusians and I7ecisi❑n dated ]uly 3, 1991
was to approve the preliminaxy plat. The appeal was filed on Tuly 12, 1991 by I7avid
. Eash, Iegal cvunsel fvr concemei area home cawners. The prelirninary shart plat .
. cvnciitians of appraval incorporated a11 caf the recc,rramended cQnditions fram variou5 '
cnunty agencies.
THE APPEAL ANd DEPAIZTIVIENT RESPQNSE
Area praperry owners have appeal.ed the shart plat approVal. Z'lhey object to the size of
the lats which vvcruld allow dugiex develagment in the Urban Residentaal-3.5 (UR-3.5)
zone.
The 7oning Code allaws duplexes m areas zoned fvr single family units when thvse
lots are double the minimum area requireaments vf the underlying zone. While the
develaper has never indicated he intends to build duplexes an any af the pmposed
1ats, he does have that option available to him. The Deparnnent recommended private
covenants restrictuag duplexes he attached to the property prierr to issuance vf a
decisian in hvpes that this wauld relieve the neighborhaod cvncerns. The developer
vvished to proceed with the pzeliminary apprvval as allowed in the Urban Residential-
3.5 (LJR-3.5) zvne which has resulted in this appeal.
- CC3NCLi7SIaN AN17 RECOMMENDA'FI+QN
The Departnaent issued an approval of thas preliminary plat in crnfarrnance with
; County regulativns. It is nvt t.he County Planning Uepartment's pvhcy to attach
condYtivns to ashart glat which would deprive a pmgerty ❑wner of right~ pemiitted
under the Zoning Cvde. The DepaYtcnent does recammend chat private cov en ants be
attached to the pmperrty restricting dupiex develflpment an the site, if agreeahle to the
9191 BEC Staff Report for SP-7 i I-91 Page 43
~
owner. Hawever, the Hearing E caminer Cammittee may hear testirncany which
persuades the Ccaminittee ta restcrict duplexes as part of the short plat appeal.
T V. ENVYRQNMENTAL ItEV IEW The project is exempt from envuonmental review under the State Enviranmental
Policy Act pursuant tv WAC 19'-11-800 (b) (a).
v . C[3N'DITTQNS OF APPR DVAL
i. Ail Conditians impased by the Hearing Examiner Comrnittee shall be
binding on the "ApplicanL", which term shalt incZude tne vwner or
ownQrs of the property, heirs, assigns, and successors.
i i. The short plat prvposal encampasses the follawing real praperty:
The North 112 of Tract 2(}9 of Vera per plat thereaf recvrded in Vvlume "Q" of
Plats, page 30, in the Spakan ~County Auditvrs Qffice.
Except that partion platced asVera Crest Subdirrisian per plat thereaf recvrded in .
Baak 14 of Plats, Page 11, in said Caunty Auditvrs Office. '
Alsca excepting that paraifln of the south 150 feet l}ring west a£ the west line of the '
east 382 feet of said nvrth 112 of Tract 209.
PLANNxNG DEPARTIVIENT C(JNDITI[)NS
1. The preliminary plat of record ipgrova1 is for the preperrty legally describel in the
applicativn far this prapasal.
2. All conditions imposed by the PTanning Department shall he binding nn the
"Applicant", which term sha11 include the owner car owners of the property, heirs,
assigr►s and successars.
3. The prvposal shall comply wit,i the Urban Residential-3.5 (UR-3.5) wne(s) as
amended.
4. The final plat shall be designed ~ substar►tially in cvnfvarz~az~ce with the prelirninary
plat of recoard. No rr~crease of density vr number of lats shall occur withaut a
change of cvnditivn applicatiar~ subrnattal and appmval.
5. The Plaiuning Director/designee sha1l review any prvpvsed final plat to ensure n
carzapliance with these Findings and Cvnditions of Apprvval.
6, Appmpriate road name(s) shall he indicated. 7. The preliminary plat is given conditionai approVal far three (3) years, specifically to
August 1, 1994. The applicaont may request axz extensivn of time by submitting a
9191 HEC Sta.ff Report fvr SP-71 I-91 Page 44
r
written request appraximaEely fQrty-fiwe (45) days privr to the above expiraarion
date. -
8. Appragriate utility easements shall be indicated crn copies of the proposed ~tnal plat.
Written approval of utility easements by appropriate utilicy campanies shall be
-received widi the submittal of the final plat.
9. Three (3) current cerdficates of title shaLl be £urnishad ta the Planning Departrrient
privr tv filing the final p1at,
14. The Spokane Caunty Planning Depaxtment sha.ll prepare and record with the
County Auditar a Tide Notice speeifying afuture land acquisition area fvr rgad
right-of way arad utilities. The reserveri future acquisirion area Title Nvtice sha11 be
released, in fuU ar in part,by the F'Ianning Department. The notice shvuld be
.rec.arded within the saine time frame as an appeal and shall pxovide the fvilvwing:
a. At least 8 feet of reserved fizture acquisitivn area fvr road right-of way and
utilities, in additivn to the existing andlar newly dedicated right-af-way along
Adams RQad. NC3TE: '1 he County Engineer has zequired 12 feet of new
dedicatiQn.
' b. Futuxe building and ather setbacks reqraired by the Spakane Caunty Zvning .
Code shall be measurel fram the reserueci future acqraisAtivn area.
c. No required landscaping, parking, '20$' areas, drainfield ar ailovved signs
should be located within the future aGquisitian area for raad right-af vvay md
_ utilities. If any of the abvve iinprovernents aure made wirhin #his area, they
shaU be relocatei at the applicant's expense when roadway imprv~emenTs are
znade.
d. `~e future acquisitican area, untii acquired, sha]I be private property and may
be used as al,Iowe~d in the zane, eXCept t'1at aIly 1I31prt7YeIxlerit5 (SUCh dS
laridscaping, parldng, surface drainage, drainfield, 5kgdl5 DT DT.heI5) 5hall Y3~
considered antearizn uses.
11. The final plat shall indacate yard setback arG lengths ern cu1-de-sac lots which meet
or exceed the minimum fiontage of the underlying zone of the final plat.
12. The fina,l plat map shali indicate by a clear, dashed lane the required yard secbacks
fxvm a11 private, „"I'rract X" ar public raads. The dedication shall contain the
follaw-ing staterrient:
"Side yard and rear yard setbacks sha1l'be determined at the time building permits
are requested unless these setbacks are specifically dra#'ted vn thrs final plat. The
setbacks indacatel an tLtis plat may be Vanied fram if pmper zoning approvals are
obtairaed."
. 13. A plan fcsr waterr facilities adequate fnr dvrraestic service and firire prcptectivn sha11 be
approVed by the water purveyor, appropriate ~'ire protection clistrict, Cvunty
Building & 5afety Depammnt and County Health District- The agencies will
certify on the Water Plan, prirar ta the filing of a final plat, that the plan is in
conforma.nce with their respecbive needs and regulatians. The Water Plan and
9J91 BEC 5taff Repvrt fvr 5P-711-91 Page 45
eertificatian shall be drafted vr a tcansparency suitable for reprociuction and be
signed by the plat spvrasor.
14. The water purveyvr shall certify that aPPrespriate cvntractual arrangements and -
schedule of irnapzovemencs hav6 been made vvith the plat sponsor for construction of
the water system in accordance wirh the approved Water Plan, The arne schedule .
shall provide for cvmplerian vf the water system and inspection by the apprvpriate health authvrities priar dv applicatiore for building pemvts vvidhin the final plat. The
arrangements or agre+ements s~all incluae a prnvision holding Spokane County and
the purveyar harrnless fmm claims by any lvt purchaser refuseci a hui.lding pernit
due to the failure vf the suhdivasion sponsor ta satisfactarily camplete rhe approved
water systean, ~
15. 'A'he final plat de3icativn shall contain che follvwing statement:
"The public water system, pur; uant to che Water P'Ian apprcrved by cvunty and state
health authorities, the local fiiel prvteciivn district, Cvunty AuYiding $i Safety
Deparitment arzd water puraeyor, shall he installed within this subdirrisivn, and the
apPlicant shafl provide for individual darnestic water service as well as fire
pratr.ction to each lflt prior to shle vf each tot and prior tv issuance of a buxlding
peermit for each lot."
16. Nv building permit wi11 be issued for any lot vvithin the fina] piat unti.l certified by a -
Washington sr.ate-licensed engineer that "the water system has been installed
pursuant ta the approved Water P1an for the fknal plat" including a signed license stamp. The certification rnay be in rhe £arm o£ a letter, but is preferred to be "
certif'red on a cvpy of the Water Plan as a schematic map sfiowing the "as-bui.it"
water system. 17. The Water Plan and the above vur (4) conditions of apprcrval regarding the Water
Plan may lae waived by the Flanr►ing Directar'/designee upon receipt af Ietters from
the appmpriate water purveyor and frre pmtection district stating that simple
connectians to an existing, aPp~~ved water syster~n wi~ pxovide adequate dc~mestic
and fire prvt~tion vvater ta en~are tkae public health, safety and general vvelfare.
18. A survey is requixed privr ta th,- filing af a final plat.
COL11Y'TY EIYGINEER'S I]EFAR7i MENT CONDTTZONS
I. The ccrnditional approval of th6 plat is given by tae County Engineer subject tv
dedication vf right-vf way and appmval of the roacl system as indicated in the
preliminary plat of necord.
2. Plans, prafiles, and cross-sectivns as designeci tp Counry standards shvrving .
prvposed street centerline and curb grades shall be submitted to the Cvunty •
En~eer for appn~val privr tv ~vnstruction andlQr the filing af each fina1 plat; road
p1ans to he prepared under ttte directian of alicensed Prvfessional Civil EngineeF. -
3. Drainage plans and design ca1c~_ilatians showing the alignment vf drainage faciliries
shall be subrraitteci ta the Cvunfy Engineer for appmval prior to construction andfvr
5
i
9191 HEC Staff Repart for SP-711-91 Page 46
r
the filing crf the final plaL L7rainage plans to be pTegared under the direction vf a
licensed Prafessional Civil Engineer. '
4. CanstYUCtivn within the prcapvsetl public streets and easements shall be perFQrnied
under the direct supervisivn of a licensed eng-ineerFsurveyar, who shall furnish the
-Cvunty Enp,ineer with "as-huilt" plans and a certificate in writirtg that aY.i
improvements were insta.iled to the lines and grades shvvvn vn the approved
construction plans arYd that all disturbed manwxaents have been aeplaceccl.
5. Na cvnstniction work is to be performed within the +etsisting or proposed public
righC-of-way until a permit has been issued by the Caanty Engineer. A,ll wQrk is
subject to inspection and apgroVaT by the County Engineer.
b. All consiruction within the exisfing or pmpcrsed public right-af-way is to be
conapletW prioF to filing each final plat~ or a bond in the arnounc estimated by the
Caunty Engineer to cvver the cast vf canstructivn Qf improvements, cvnstniction
eertificarion, „as-hu.ilt" plans and manumenting the street centerlines sha.11 be filed
with xhe County Engineer.
7. No direct aceess from Ivts to stubroad connectivns until such roads are constructed
to Caunty standards and established as county rQads.
8. Raad design, cQnstrczctian, and a.rainage cvntrol for ane-nalf (1/2) rights-flf-way
, and stu6 rvad r„onnections are the respansibility of the ownea, deaeioper or
- applicant.
9. Inciividual driveway access permits are reguired privr to issuance of a buiPding
permit fvr driveway approaches to the councy arvad system.
10. Dedication of 12 feet of addihQnal right-of way aTQng Ada.ms Road is required.
11. Existing county roads providing direct access to the plat shail be paved and/or
curbed to Spvkane Counry staardards.
12. All public roads within tne plat sha1T Ye designed and canstructed to Spvkane
Cvunty standards.
13. Sidewalks are requireci along the artearial vn Adams Ftaad.
14. The word "applicant" shall include the awner ar owners of the prrsperty, his heirs,
aSSignS and SuCCes5or5.
15. The Cvunry Engineer has designated Typical Roadway Sectian Number Twcs,
Local Access staradard for the imprvvement vf East-'VVest Street, which xs to be
crrastructr-d within the proposed de►aelppment. This will require the installation of
36 feet oF asphalt. T1he constructian af curbing is also require.d.
. 16 The Cvunty Engineer has designateci Typical Roadvvay 5eetion Number Trva,
Minor Arterial standard fvr the impxvvement af Adams Rvad, which is adjacent to
the propased develapment. This will require t.he addirion vf approximately 10 - 12
feet vf asphalt a1Qng the frontage vf the development. The cvnstruccion of cuxbing
and sidewalk is a1so xequireed.
9191 HEC S taff Report for SP-711-91 Page 47
i ~
17. The proposed subdivisiQn shall be isnprvved co the standards set forth in Spvkarce
County Board vf Cammissioners Resvlutivn No. 80-1592, as amen.ded, which
resoiutivn estahlishes regulatians for rvads, apprpaches, drairaage and fees in new `
CUI15tl'{1Ct10I7.
18. 'T'he County Eng7ineer has exainined th,is development proposM and has determined
that the impact vf this proposal upon the exisring caunty raad system warrants xhe
dedieativn of additional right °-of-way and the madway impmvements herein
specified.
19. Tksis pmpased subdivisivn vr development propvsal is located wiehin ad.rainage
basin which has been identifi6d by the Spokane County Engineer's vffzce as having
starrnwater runaff pmblems. Since thxs proposed subdivisivn or development
praposal is affected hy or is a cantributor to stormwater flows, property vwners
shvuld participate in the planning and impiementataon vf a futtire basinwide -
stonrnvsaater management syst~m. The fvllowing statement shall be placed in the plat
dedicatiQn:
"The owner(s) vr successor(s.~ in intezest agree to join in any County-appro►aed
stvrmwater rsaanagement program and ta pay such rates arid ~harges as may be fixed
thraugh public hearings fivr service or benef t ohtained by the planning, design, .
_
canstructing, mainraining or o,~pezativn of stvrmwater cvntral facilities.,"
20. The County Arterial Road PT I identifies Adatns Road as a Minor arte'iat. T'he
exisbing right-of-way width vf 40 feet is not cansistent vvith that sgecified 3n rhe
Plam. Tn order to implement the Arterial Road Plan, in add.iaon tv the required
right-af-way dedicativn, a strip of prvperty 8 feet in wadth alomg the Adams Road
frvntage shal1 be set aside in reserve. This praperty xnay be acquired 6y Sgakane
County at the time when arterial improvements are made to Adarns Rvad.
21. T'here may exist utilities, eith er' undergmund vr averhead, affecting the suhject
proFerty, ineluding praperty t) be dedicated or set aside fvr future acquisicion.
Spvkane County assumes no financial vbfligativn for adjustments or relocatiara
regarding ihese utilities. Applicant(s) shoulci check with ihe applicata3e utility
purveyvr and the Spakane County Engireeer to detemzine whether applicant(s) or
the utility is responsible for ad'justment ar relocatian costs and tv make
arrangements far any necessaiy wark.
~
22. Cul de sac design and lracatiari sha11 be reviewed and appraved by the County
En,gineer priar to constructian
C[]UN`x'Y HEALTH DISTRxCT {C[]IYDTTIONS
1. The final plat shall be designed as indicateci on the preliminary pPat vf record andlor -
any aEtached sheets as nviced.
2. Appropriat,e utihty easements sha11 be inda.cated an copies af che prelimanary plat of '
recvrd fvr distriiaution by the Pianning I?e~aartment to the ubi~ity campanies,
Spakane County Engin~r and~ the Spakane County Health District. Written
9191 HEC Staff Report for SP-711-91 Page 48
~
appmval of the easements by ihe utility cvmpariies must'be received prior to the
subanittal of the fanal plat.
3. Sewage rlispasal znethoi shall be as authorized by the Directvr of Lltilities, Spokane
County.
4. Water service shall be cvardinated thrnugh the Directvr of Utilities, Spokane
County.
5. Water service sha11 be 6y an existing public water supply when appravedby the
Regional Engineer (5pvkane), State I]epartnent of Health. ,
fi. Privr to fiiuig the final plat, the sponsar sha.ll present evpdence that the ppat lies
within the recarded service area of the wacer system propvsed to serve the plat.
7. A public sewer system will be made availabie fvr the plat arad indaividual service will
. be provided*tQ each tract priar tv sale. Use of individual vn-site sewage disposal
systems shall nat be authorized.
8. A. stacement sha11 be placed in the dedicativn to rhe effe.ct thac: "A public sewer
syscenn will be made adailable far the [platlproject], and indiVadual service will be
pzorided to each lotltract prioX tv 5ale. LTSe of individual on-Sifie 5ewage di5pvsal
systems sha,ll nat be authanzei."
• 9. T"he dedicatvry language vn the plat shall state: "Use of private wells a.nd water
syscems as prvhibitei."
10. 'Ihe plat dedicativn wili cQntain a statement to the effect that: "'1'he public watea
system, as apprv►red by counry and state health authorides, the 1ocal fire riistrict and
purveyor, will be instalTed withiin Chis plat, and the subdiuider will provide fvr
individual domestic water service as well as fire pmtection to each tract privr ta sale
of each tract."
CdLINTY UTZLff TE5 DEFAItTMENT CC7NI7I'i"TONS
1. Any water service fvr this project shaE be provided in accvrdance with the
Coordinated Water System Plan for Spakane Cvunty, as amended.
2. Applicant shaill make connection to puhlic sewer system. Sewer cannectivn perrnit
is requirei. Plans and specif'iGativns are to be revieFr,red and approved by the
LTtiLities DeparxmenL
3. Plans and specifications fvr the public sewer are to be reviewed and apprvved bp
the Utilities Departrxaent. Constructi4n security is required.
- BT7ILIlTNG AND SAFETY ;DEPAR7'MENT CG1NDITI4N5
1. Requirements of Fire District Na. 1 need to be satisfieci during the building pernut
process.
9191 BEC S taff R eport for SP-7I 1-91 page 49
2. Fire hydrants shall be iocaced at roadway intersections wherever passikale and the
maacimum average distancc between them shall be nv further r.han 900 feet and these
hydrants shall be placed sa no pvrtion af the structures are in excess vf 45(} feet
fram a hydrant. -
sam
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919 ] HEC S taff Report fcar S P-7 l 1-9 1 Page 50
}
OISD '
QFFICE ❑F THE COUNTY ENGINEER
5P❑KANE COUNTY, WASHINGTON
-September 3, 1991
~
TO. 5POKANE C❑IJNTY PLAIVNING DEPARTMENT (Current Planning
. Administrator, Attn. Paul lensen)-
FRO#°!'!: SPOKANE CClUIVTY ENC,iNEER~ SUBJ:, Appeal of SP 711-91 -
re: 5ubdivisions
After re►exew of SP 711-91 the County Engineer has no further
comments of additions to the approued conditions ofi approval
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BEFC3RE THE SP(}KANE COUNTY 1'LANNTNG DEPARTMENT
IN THE MATTER OF } FTN;DINGS dF FACT,
aHC]RT P^LAT N43. SP-711-91 } C(}NCLi]SIONS ANID
IIECISI~'JN
THIS MATTER, an application fvr subdivision of land, fram 7aznes Ca,tlin has been
received and decided ugvn, pursuant to Spvkane Cvunty Subdivisivn regulativns, on the
,qtW day of 7u1y, 1391.
FINDINGS 4F Fe4CT AND CONCLT.7SIONa
X. The indiuidual signing below has further been prvperly delegated the responsibility for
rendering the decision by the Spokane Connty Directoz of Planning.
2. The propasai is ta divide approxirnately 2.$ acres intv 4 lots for residential uses. The
i7rban Residen[ia1-3.5 (LTR-3.5) zone allovvs duplexes for these Pots which are twice the
minimum lot area (10,000 square feeC} far singTe famiTy uses. T"he proposed lots rray
exceed the rizinimurri 24,000 square feet requixement to allow dupIlexes.
3. The progosaT is generally Iccated east af Adams Rc,ad approximately 150 feet south af
22nd Avenue in the I'+E 1/4 of Section 25, Tvwnship 25 Narth, kange 44 EWM,
Spakane County,Washington.
4. Surrounding uses tv the ncrrth and east are single fatnily residential subdivisiorns, Sunrise
Elernentary Schvot is adjacent tv the west. Uses south o£ the proposed shvrt plat are
single family residences on small acreage lats.
5. The current zaning af the pxogerty is Z]rban Residential-3.5 (UR-3.5). The proposed lot
sizes, frontage and intended uses are allowed withxn this zone. .
6. The Spokane Cvunty Cornprehensive Plan designates this area a.s Urban. The
development and uses proposed are generaily in accvrd with rhis categary.
7. The re.quired public notice was proanded for this proposat and agencies having a potential
interest in t.he project were notifieci and recvmmendativns solicited.
A nnmher of persons in tine area commented vn the pmposal. The chief cvncems
expresset3 were develapment of duplex lvts in a primarily single family area.
9. Spvkane Counc}++'s Anerial Rvact PIan designates Adams Road as a Ninor Artez-ial with an
existing right vf way vvidth of 40 feet and a proposed width of $D feet. Tv impletnent the
Plan the County Engineer has xecammended dedicatron of 12 feet of additiflnai nght of
way and a reserve flf 8 feet as aFuture. Acquisition Area (FAA).
10. The proposed lr ts wi1T be SerVed by a publzc water and sewer system.
11. RecxeativnaF oppartunities wiE be provided by Terrace View Park which is Icxated
apprvximateTy I 114 - 1 II2 miles west of the proposed short plat.
12. Recognizing the recvnamended condicions and Spakane County develvpment standards,
the proposed subdiVision makes agpropriate provisions for the public health, safety and
general welfare and that the public use and incerest wiIl be served by p]atting the
subdivision.
13. 1r`he praject is exerAapt fmm environmental review under the State Environrnental Perlicy
Act pursuant to WAC I97-11-800 (6) (a).
DECISI4N ,
Based upon the above noteet Findings of Fact and Canclusions, Shart Plat Application
5P-71 1-91 is hereby APFROVET] until August 1, 1994, subject tv cvnditions noted
belvw. Most of rhe canditirsn~ of apprvval shall be accomplxshed by the applicant and,lor
spansvr priar tv ~nalazation vf the short subdivision. Tk►is decisian is f nal unZess
appealed in vvriting, consistent writh adopted appeal procedures.
FINDINGS AND DECI5IL7N SP-711s91 Pa.ge 2
These Conditions of Approval apply ta applicant(s), owrner(s) of the
property, heirs, assigns ar any successors-'rn-interest tv property.
PLANNI1iG x3EPARTi 1VXEN`I` CQNDTTiONS
1. The preliminary, plat of recard apprvval is for the grQperrty Iegally described in the
appliCation for this propvsal.
2. A11 canditions irnpwsed by the Pianning I3egartment shall be bind'uzg on the
"ApPlicant", which terna shall include the vwner or Qwners of rhe prvpez°ty, heirs,
assigns and successors.
3. The propvsal sha11 camply with the Urban Resrdentia1-3.5 (UR-3.5) rane(s) as
amended.
4. The ~'i.ial plat shall be designed substantially in conformance with rhe pretin-linary plat
of record. Nv increase of density or num'ber of lots shafl occur without a change o£
cernditian applicativn submittal and apgroval..
5. The Pla.nriing Directarldesignee shall review any pmpersed final glat tv ensure
cvrnpliance with the5e Findings and Conditions of ApproVal.
6. Appropriate rvad name(s) shall be indicated.
7. The preliminary plat is givt;n conditivnal apprvval for three (3) years, specifically iQ
A,ugust x, 1994. The applicant may zequest an extensiaza of time by submitting a
written request approximately forty-five (45) days prior to the abvde expiration ciate.
.Appropriate uWity easerraents shall be indicated on copies of the prvposed final plat.
Written approval of ucility easements hy appropriate utility ccampanies shal1 he received
with the saabrzittal of the r~na.l plat.
9. Tbree (3) current eeztif'icates of titTe shall be furnished ta the Plannang Hepartment grivr
to fiii.ng the final plat.
10. The Spokane Caunty P1anni.ng Department shall prepare and recorci with the County
Aucitor a'Tat1e Nvtice specifying a furure land ac,quisitian area fvr road right-vf-way
and utilities. The reserved future acquisitivn azea TitTe Notice shail be release.d, an fu]I
or in pari; hy the Planning T7epartizient. The a~otice should be recarded within the same
time fraa.me a,s an agpeaT and shall prvvi,de the fvlTvwing:
a. At Ieast 8 feet of reserved fuiut'e acquisitivn area for mad right-of=way and
utiTities, in additivn to the existing andlvr newly dedicated right-o£ way alvng
Adams kvad. NC3'IE: The County Engineer has required 12 feet of new
dedicatio,n.
b. Future bualding and vt.her setbacks requared hy the Sgokane Connty Zorung Code
shall be measurel from the reservved future acquisition area.
c. Na re.quired landscaping, paAing, '208' areas, drainfield ar afllawed signs shvuld
be iocateci within the afuture acquisitivn area for zoad right-of way and utilicies. Tf
any of the abvve improvemenrs are made withzn this area, they shaU be relocated
at the applicant's expense when roadway improvements are made.
d . The futuxe acquisitian area, until acgui.red, shall br, private prcrperty and may be
used as allowed in the zone, except that any irnprovernents (such as landscaping,
parking, surface drai.nage, drainfield, signs ar others) sha1 be considered anterirn
uSeS.
11. The final piat sha.ll indicate yard setback arc lengths vn cul-de-sac lvts which meet vr
exceed the mini,mum frvntage of the underiying aone of the finaT plat.
12. TFie finak plaC map 5ha11 indicate by ac1ear, dashed lzne the requ.ired yard setbacks fram
all private, "Tract X" or public mads. The dedication shall contain the following
statement:
FINDINGS AND DECISTQN SP-711-91 Page 3
"Side yard and rear yar+d setbacks shall be determirxed at the time building permits are
requested unless these setbacks are specifically da°afted on this final plat. The sethacks
indicated an this plat may be varied fram i£ praper zvning approVals are vbtained."
13. A glan fflr water facilities adequate £ar daxnestec service and fire protection shall be•
approved by the watex puu-veyor, apprvpriate fire pratection dastrict, Cour►ty Bui.l~ding &
Safety Deparcmemt and C"crunty Healrh Distri.ct. Tfie agencies wifl cerd£y on the Water
P1an, prior ta the filing of af"izial plat, ttyat the plan is iri corifornaiace with their
respective needs and zegulativns. TheWatez Plan and certification shall be drafted on a
trmsparency suitahle for reprcxiuctiDn and he signed by the plat sponsor.
14. The water purveyor shall certify that appropriate contractual arrangements and scheciule
of impravements have been ma3e with the plat sponsor fvr construction of the water
system in accvrdance vvith the approved Water Plan. T'he time scheduie shall pmvide
fvr completion of the water system and inspectian by the apprtapriate health autharities
primr to apgTication for buiidy.ng pernzits within the final piat. The arrarrgements ar
agreernents shall include a pro.ision holding 5pokane Cvunty and rhe purveyar
haY7niess from claizns by any lot purchaser ~efased abuilding pernait due to the failure
of r.he suhdirrision sponsvr to satisfacxvrily complete the approved water system.
15. The inal plat derliearion shall contain the following statement:
"The pubUc water system, pursuant to the Wacer Plan approved by cvunty and state
hea,lih authvrities, the 1ocal f'ire pratection tiistcict, County Building &Safety .
Department arad water purveyor, shall be installe.d within this subdivisivn, and the
applZCant shalJ provide far indirradual ciornestic wrater service as weR as fire grotectivn to
each lot prior to sale of each lvt and pricrr ta xssuance of a building permit for each lot„
16. No building gernit will be issue,ti for any lot within the final p1at untxl cemfied by a
Washington state-licensed engineer that "the water system has been inst.aUeri pursuant
to the apprvVed Water Plan far the finat plat" including asigne,d license stamp. The
certificativn may be in the farm of aletter, but is preft;rred to be certified on aco,py of
the Watex Flan as a schematic map shawing the "as-}auilt" water system.
.17. The Water Plan and the abvve four (4) conditions o£ appraval regaTding the Water P1an
xnay be vvaived by t,he Planning Directar/desig,nee upvn receipt of letters fiom the
appropriate water purveyar and fire protectian district stating t.hat sirnple connectavns ta
an exxsting, aPProved warer system vvi.1l provyde adequate domestic and fire protectivn
water tv ensure the public health, safety and general welfare.
1$. A survey is requiret3 pziar tv the filing of afinal piat.
COCJNTI ,CNCrINEER°r,7 DL' Pk~'l RTMENfi CONS►'L 1 4Q11S
1. The conditivnal approWa1 of the plat is giVen by rhe County Eng,ineer subject to
dedication of right-flf-vvay and approval of the soad systern as indicated fun the
prelin-iinary pTat of recvrd.
2. Plans, pra~'~les, and crvss-sectivns as designed to County stazadards showing prvposed
street centerline and ctu-b grades shali be submitted to the County Engineer for apprvval
privr to constructivn andlor the fiting of each final piat; raad plans to he grepared under
the dirrectinn of a licensed Professivnal Civil Engi.neer.
3. Drainage plaais and design caTGUlaticans showing the alignment of drainage facilit€es
sha1l be subrnitted tv the County Engizaeer fcrr apprcrval privr to constructivn aredlQr the
filirag of the fina1 plat. Drairlage plaTaS Lo be prepat"ed under t.he d.ireCEiQn of a IiCenSed
ProfesSianal Civil Enganeer.
4. Consr.ruction within the proposed public streets and easements shall be per#'orrziGed
under the direct supervisron of a licenseci engineerlsurueyvr, whQ sha11 £urnYsh the
Cvunty Engineer with "as-tauilt" p1ans and a certificate in writing that all imprvvements
were installed to the lines and gcades shflwn on the appxoved cvnstructian pians and
that all disturbed monuments have been replaced,
5. Nv cQnsteuctian work is to be peaformed within the existing or propvsed public right-
of-way until aperriit has been issued by the County Enganeer. All work is subject to
inspectiesn and approval by the Cvunty Engineer.
FINDTNGS ANI3 I]ECTSTQN sPa717-9r page 4
6. A11 construction within the exisring vr pmpvsed public rigtat-vf-way is terbe cr3mpleted
- privr to fUing each final plat, vr a bond in the amraunt esti.tmted by the Cvunty Engineer
to CoYeT t°le C(?St of G[?nStrLict1oI1 of ILt1pIoveI]AenCS, CQIfStrLdCtIaI1 CeItlflCat4C1&1, "as-bup1t"
plaras and mvnumenting t.he street centerlines sha11 be faled vvith the County Engineer.
7. Na direct access from lvts to stub rvad connections until such mads are cvnsiructeci to
County sta.ndards and established as cvunty xoads.
8. Road design, cesnsbruccivn, and drainage cvniral for cane-half (1/2) rights-af-way and
stub road conrte.ctions are the respansibility of the vwner, deWeloper or applicant.
9. Tndividual diriweway access permits are required prior to issuance of a builddinng permit
. foar driveway appmaches ca the county mad systern.
10. I7edicativn of 12 feet of additivna.l aight-vf-way alvng .qdazns Raad is required.
11. Existing cvunty roads providing direct a.cce,ss ta the plat shall be paved andlar curbed tv
Spvkane County stantiards.
12. AlI public mads v~ithin the plat shall be designe.d a,nd constructea ta Spvkane County
standards.
13. Sidewalks aze requi.red alang the arterial on Adams Road.
14. The wasd "apPlicant" shall include the owner vr vvvners of the progerty, his heirs,
assigns and successars.
15. Ttre Cvunty Engineer has designated. Typica.l Roadway Sectivn Number 'Cwo, Laca1
Access standard fvr the imprvVement of East-West 5treect, which is to te conswcted
within the propased develvpmenC. This wiR r+equire the i.nstallativn of 36 feet of
asphalt. 'I'he construction of curbing is also requued.
16. T'he Cvunry Engineer has designated Typical Raadway SeGtion Number Twv, Pviinsar
Arterial standard fvr the imgrvvernent vfAdams Road, which is adjacent tcr the
pmposeci development. This will require the additivn of appmximately 10 -12 feet of
asphalt alvng the fi-antage of the deveTopment. The constnuctivn of curbing and
sidewa]k is a1sD required.
17. The pmgcased subdivision shall be amproved tv the standards set fvrth in Spakarae,
County Board of Commissivners Resvlutaan Nv. $0-1592, as amended, which
resvlaation establishes regulatians fvr roads, appraacfies, drainage and fees in nevv
can stnactiart.
1$. T'he County Engineer has exarrdned this development praposal and has deterrnineci that
the xmpact of this prvpasal upon Che existing caunty road syst,ern warrants the
declicativn of additivnal right-vf-way and the -r+oadway improvements herein specified.
13. nis prvpvsed subdaVisinn or developrnerot pmpasal is Focated within a dra.inage basin
which has been identified by the Spvkane CvunCy Engineer's oftice as having
starmwater runvff prvblems. Since this proposed subdiviision or deVelopment progosal
is aft'ected by vr is a contribratar tv stomnwater flvvvs, PToperty vvvners shvuld
participate in the planning and irnplementatian of a future basinwide stormwater
management system. I'he foLiowing st,atement shall be place1 in the pTat ded.ication:
".Ibe ovvner(s) vr successor(s) in interest agree to join in any evunty-approved
stvrrnwater ananageament prograxzi and to pay such rates arad charges as rriay he fixei
through gublic hearings for service ar benefit obtained by the planning, desigrt,
constructing, maantainzng ar operation of stvx-rrxwater cantrol facilities."
20. The County ArteriaZ Road Plan idenrifies Adams Road as a I►riinor arterial. The existing
zight-vf-way widrh of 40 feet is nat eansistent with that specifie.d in the P1an. In order
to implement the Arterial Rvad Plan, in addition to the required right-vf-way dedication,.
a strip of property 8 feet in width alaMg the Adaans Road frontage shali he set aside in
r+eserve. This property may be ac+quiir-d by Spokane Cvunty at the time when arterial
imprvvements are maeie tv Adams Road.
21. There may exist utilities, either undergraund vr vverhead, affectingthe subject
property, including property ta be dedicated vr set a,side for future acquisition,
5pokane Cvunt-y assumes nv fnancial obiigatzon for adjustments or relocativn
FINI7IlVG5 A1VIJ I7ECYSIt7N Sp-71 1-91 Page 5
regarding these utilities. Applicant(s) shauld check with t.he applicable utiUry purveyar
and the Spokane Count}+ Engineer to determine wherher applicant(s) vr the utility is
respansible fos adjustrnent ar relvcativn costs and to make arrangements far any
necessary wvrk.
22. Cu1 de sac design and 1~cation sha1T be reviewed and apprvved by the {County Engineer
prior to cvnstructivn.
COUNTY kIEALTH TiZSTRIC'T C4NT3ff TONS
I. T'he final plat shall be designed as indica.ted on the preliminary plat of record andlor any
attacheci sheets as noted.
2. Apprapziate udity easements s'hall be indicated on capies erf the pzeliminary plat of
I'eCt7Fd fQT d].5tdT7t1tLOT1 by tI]e PZanIh1ng UepartmeI1t t4] tYle Utpllty CpITip8ii1e5, Spolane
Cvunry En,gineer and the Spvkaa-ie Gounry HeaTth DistricL Written approvwai of the
easements by the utility companies mustbe received privr to the submittai of the ~'inal
plat.
3. 5ewage disposa1 rnethoci sha11 be as autherrized by the T]irector af []tlities, Spokane
County.
4. Water service shall be ceordinated t,hrough the Director af Utiiities, Spokane Cvunty.
5. Water seraice shall }ae hy an existing public vaater supply vvhen apprvved hy ihe
Re,gional Engineer (Spakane), Seate Departnent crf Healtl3.
6. F'rior to fili,ng the final pPat, the spc.rnsor shal.l presenC evidence rhat the plat lies within
the recarded serrrice area of the water system propased to serve the plat.
7. A publiG sewer system will be rnade available for the plat and individual saMce wi11 be
pr4vided to each tract prior to sa1e. Y]se of individual vn-site sewage d.ispossal systems
shall nat be authoria.ed.
8. A statemenl shall be placceci in rhe deciacation to the effect rhat: "A public sewer system
will be made available far the [plarJproject], artd individual service will he pZovided to
eacfi lotltract prior rosale. Use af individual vn-site sewage dispersal systems shall nvt
be auYdl~~zed.er
9. T'he dedicatory launguage on the plat shall state: "Use vf pzi,vate wells and water
syscerns is prahibited."
70. 'ne plat dedicatinn wUl contain a statement to the effect that: "The public water systetn,
as apprQVeci by county and state health authorides, the lacai fire distaict and purveyor,
will be instalIeri rvithin this ptat, and the subdiarder wiu pravpde fvr ind.ividual dQmeStic
water service as well a.s fire prrtectivn to each tract pnior to salle of each trract."
CQUNTY C7TII.ZTIES T.)EPARTMENT C[]lYT3IT~ON5
1. Any water service fvr this project sha1l be pmvided in accvrdarzce vvith the Corarciinated
Watr:r System Plaus for Spokane Cvunty, as axnended..
2. Applicant shall madce cvnnectivn to public sewer system. Sewea evnnectian pernut is
required. Plans and speeificaticrns are to be revievved and appmved by the C]tilitaes
Department
3. Plans and specifications foz the public sewer are to be Pevievveri and approved by the
Utilities I]epartment. Constructian security is required.
aurr.DrN~ ANn sAFExY DEPARTMENT CaNDITIONS
Y. Requirements of Fire District No. 1 nee.d to be satisfied during the buiicling pernnit
process.
2. Fire hydrants sha11 be located at roadway intersectivns whereVer possible and the
rnaximum average distance 'tetween them shall be na further than 900 feet and these
. '
LY
FINDINCCS AN7DECTSxON SP-711-91 page 6
hydrants shal1 be placed sv no portion of the mctu.res are in excess of 450 feet frvm a
hydrant.
Appraved the 3 hpL day of Tuly, 1991.
Z0MXA7SvELJ-Ic -
~lanner r
T)nder State Law and County (]rdianance, you ha►re the nght tv appeal this decision ta the
Spokane County Hearir►g Exarruner Gomrrittee. Upvn receipt of an appeal, a gublic heariz~g
will be scheiuled. If you desire to file such an appeal, you rnust suhmit a 1etter aloDg with a
$ 100 processing fee, payable to the Spokane Gaunty+ Treasurer, withxn ten (10) calendar days
frvm the date this decisivn is signed.
If you have any questions, please caJT the Plannireg Department at 456-2205.
pc: Counry Eng;irieer
Courrty LTtilid.es
County HealYh I}istriGt
Cvunty Builciing & Safety
Tames C'atlin, 4102 East 42nd, Spakane, WA 99223
Raymond Retzel, 13915 East 16 Arrenue, Spakane, WA 99037 9616
Fatrick J. Moore, 25 SouCh Altamvnt, Sppkane, WA 99202
Norin and Renee Tollefsr.rn, 14706 East 22 Avenue, Spokane, WA 99037
NIr. and Mrs Wondward, 2304 Sauth 'Srams Rvad, Spalcane, WA 99037
Don Hjorted4 2204 South Bums Road, Veradale, WA 99037
Ran Jahnson, 14848 East 22nd Avenue, Veradale, WA 99037
Delmear R. Bault, 14$21 East 24th Avenue, Veradal.e, WA 99037
Craig Finley, 14808 East 22nd Avenue, Veradale, WA 99037
I!
C1FFI CE C7F THE CQUNTY ENG T IVEER
SPOKANE CC]UhfTY. WASHIhIGTON
3une 11, 1991
TOs Spokane County Planning f3epartment (Current Planning
Administrator)
FROM: 5pokane County Engineers Department ~A o4.
5UH3: Road Conditions for Plat, Name Catlin
I►lumber SP711-91
re: SubdiVisions
The followi€tg ••Conditivns o# Appr-oval" for the aticrwe re°feroenced
subdivisiora are submitted to the 5pokane County Planning
Department #c+r inclusivsi in the "Findings and Oyder" should the
shaert plat be approVed.
F
EI Ttsat conditional approval of the p3at bp the Gounty Ertgineer
is gi uen su4 jert to dedication of Ri gh t-o# yWay and appro►+a 1
Qt the road system as ind.icated in the pre3iminary plat of
record.
E2 That plans, prafiIes and cross seetioras as designed to
County standards showi,ng proposed street centerline and eurb
grades be submitted to the Gcsunl:y Fngineer for appraval
prior to cortstruction arsd/or the filing vt a final plat;
road plans tu 5e prepared under the directivn of a'Yicensed
Pro#essional CiVil Engineer.
E ^ That draYnaqe p3.ans and desiqn sa1culations 7showir+g the
aTianmeest nf drainaqe facilities be subrrsitted tn the Coa_inty
Engzneer for apprnwal prior to eonstructi.on and!or the
filing <<f the fznaI plat. Drainage pTans to be prepared
urider the dire_, }ion of alicensed Pro#essi.ona1 Civa I
Enqirseer.
F 5C!?flsta''l.4Ctl.ofi wxthin ahe prtnposed public streets and
easements sl`oail be performed under the dzreet supervision of
alirensed enqineer/survey~~r, who sha11 furnish the Gounty
Eraqineer with °As Built" plans and a certi#icate in wratirag
that a1l im,provements were installed to the lines and tlrades
shown on the approved cr,nstr9lction plans and that a1I
dgsturbed monuments have been repiaced.
. +
pape ~
E 6 No construction wnrk is tn be performed wxthin the existing
or proposed Pub1ic Right-of-Way 4inti3 a permit has been
zssued by the County Engineer. Ail warE: is sumject to
inspection and approval by the County Engineer.
E 7 All evnstruetiioii wzthin the existing or proposed Public
Right-af-Way is to be campleted prior to fiXing the final
plat or a bond in the amount estimated by the County
Engineer to cvVer the eost of construction of improbememts.
cvnstruction certifieatiori, "As Built° plans and monumenting
the street eenterlines shall be fa3ed with the County
Engineer.
E 9 No direct access from iots to 5tub Road connertions unti3
such roads are ConStY01Cted to County Standards and
establAshed as County Roads.
E10 Road design, cvnstruction and drainage contrvl for 1/2 Right-
of-Ways and Stub Raad connections are the responsibility of
the deweZoper.
E12 The applieaRt shauld be advised that individual driveway
aceess permits are required privr to issuance of a bualding
permit for driveway approaches to the County road system.
~I Dedication of 12_ft. of addi~iona1 Riqht-of-Way alvng Adams
R~~ad. ` - -
Ef~ ~xigtinq County roads providknQ d3rect access to the plat
shal1 be paWed andJor curbed to 5po4°ane County standards.
E47 7h~~ ~ publ a c :°r,ads withxn tFoe p] at be desagned and
constructed tc. 5pc-I;-arre County standards.
E13 5idewa~lks are required alr~nsa the ar±erial ors Adams_Road.
E 39 The word "apPFiGant" shall incl+ade the owner or owners nf
thE' pYOpE'Ytyy, h1.5 h'k"lYSr a551gf1S c3fld SUCCeSSoi'S.
E23 The County Engzneer has designated Typa. cal Roadway Settion
N@amber Two,_Local Access standard for the improvement o#
East-WesT Street which is to be eonstructed w3thirs the
proposed~development. This wil l requi.re the i.nsta2lation of
P t
pdcTe 3
_36 fto of asphalt. The canstruction of eurbing xs also
required.
E24 The County Engineer has desiQnated Typical Roadway 5ection
Number Two,_Minor_Arterial standard for the improvement of
Adams_Road whirh is adjacent to the proposed develvpment.
This will require the additian of approximately 10-12 ft. af
asphalt along the frontage ofi the development2 The
construction of curbing and sidewalk is also required.
E32 7he proposed plat sha3l 5e imprvved to the standards set
forth in Spakane County Baard of Commissioners Resolution
NQ. e0-1592, as amended, whirh estabZishes reguZations #or
roads, approaehes, drainage and fees in new construction.
E33 The County Engineer has examined this dewelopment propasal
and has determined that the impact of this proposal upon the
exzstAng County Road 5ystem warrants the dedication of
additional RAght of Way and the roadway improvements herein
specified.
E34 This plat or development proposaX a5 lvcated within a
drainage basin whiGh has been identified by the Spakane
County Engineers Ofifice as having stvrmwater runoff
problems. Since this plat or development praposal is
af#ected by or is a rontributar to stormwater flows,
propeYty owners should participate in the planning and
impZementation nf a trsture bzsinwide stormwater management
system. The folZowzng statement sha1T be p1aced xn the pPat
dedication: "That the owner(s) or sQaGCessor4s7 in interest
agr~~ to join in any County approVed Stormwater Managerrsent
Progrz~m and Lc, pay such rates and charqes a5 may be #ixed
throu4tr pubkic hearings for serViee or benefit obtained by
trre planning, design, construrting, maxntazninq or r,perati{±n
of str,rrrrwat¢r control faci3ities. "
EF1 The Coun*;r ,4rf,erzal R-aad Pl.an 5.dentifaes Adams- Road as a
Mznor arterxal. The existirrg riqht-of-way width cef 40 feet
is not c,?nsi=tent with that specified in tFee Plan. In order
to irnpl.ement the Arterzal Road Plan, a.n addition to the
required riqht-of-way dedication, a strip of property 6 feet
in wi.dth al-Dnv the Adams_Road frontage sriarl be set asi-de in
reserVe. This prnperty rrtay be acquired by Spokane County at
tFse twme artPrial improyements, are made to Adams_Road.
E90 The applicartt should be advised that there may exist
utilities either underground or overhead affectina the
applieants property, including property to be dedirated or
paae 4
set aside frir future arq«isition. 5p-okane I~ounty will
assume no fanancial obl igatxnn f-Dr ad justments or relocation
r'egaYding these utilzties. The applicant 5hs!u1d check with
the applicahle uts.Iities and Spvkane County Engiraeer to
d+etermine whether the applxcant c}r rxtil ity is responsible
for adjustment or relocation costs and to make arranuements
for any necessary work.
Roadway ilata:
Existing Right of Way Adams Road 40 ft.
Right of Way width after derfication -52 #t.
Wi,dtFr of i.mproved Roadway ~32 ft.
Type of raadway surface AsphaPl,
Functaonal Classifbcation Minor Arteri.al
SpeciaI Ganditirns:
Cul de sar design and location shall be revzewed and approved by
the County Engineer prior to construction.
r
~
EF4SYDI 5P V 1. 01 -ROAI3 SEGMENT INF❑RIWAT ION
Road hlumber : 0004 ° AI3AM5 RI}
Start MP: 00.75 Function CIaSs: Minor Colleetor
Ending MP: 00.80 Rural/Urban: Urban
Federal Route 4097
Favement 5houlders
Ty+,pe: Asph,alt Type: Surfaced
Width (Feet): 32 Left CFeet7e 02
# ofi Lanesc 02 Right (Feet): 02
Med.ians General Information
Type: IVone Curtas: IVorse
Width (Feet): Sidewalks; None
PF5 to List Roaci Zntersertions.
PF}.'S i:o Enter new 5egment.
fiF15 To Fnter new Road.
gASYDI SP V" 1.01 - ROAI] SEGMENT I IVFORMAT ION
Rsxad Numtser : 0004 - AI]AM5 R17
Start r9P: 00.80 Funetivn C1ass: Minor CoIlector
Ending MP: 00.91 Rural/Urban: LJrhan
Federal Route 4097
Pave+merrt ShouIders
Ty;pes AsphaY t Type: None
Width (Feet): 42 Le'ft (Feet): 00
# of LarresC 04 Right (Feet): O[]
Meciians Genera3. Information
7ype: Mone ' Curbs: Hdone
Width (Feet } : 5idewal ks: None
PF5 to List Raad Intersections.
PF15 ta Enter new Segment.
PF16 To Enter new Road.
EASYDTSP V1.01 - ROAD SEGMENT TNFORMATI❑N
Road Number: 0465 - BURNS ST
Start MP! 00.00 Function Class: Local Access
Ending MP: 00.12 RurallUrban: Urhan
Federal Route
Pavement 5houlders
Type. Asphalt Type: None
Width (Feet): 36 Left (Feet): 00
# of Lanes: 02 Right (Feet): 00
Medians General Tnformation
Type: None Curbs: None
Width (Feet): 5idewalks: None
PF5 to List Road Intersections.
PF15 to Enter new Segment,
PF16 To €nter new Road.
CURRENT & PROJECTED TRAFFIC COUN75
5tativn # 4171
ADAMS RD ADAMS RD
RD # 0004 NORTN RD # 0004 S❑UTW
07J02/84 - 784 07/02/84 - 468
CURRENT - 1,028 CURRENT - 614
+ 5 YRS - 1,251 + 5 YRS - 747
+ 15 YR5 - 1,1352 + 15 YRS - 17107
+ 20 YR5 - 2,253 + 20 YR5 - 1,346
24TH AVE 24TH AVE
RD # 5951 EAST RD # 5951 WEST
07/02/84 - 1,124 07/02I84 - 1,320
CURRENT - 1,475 CURRENT - 1,734
+ 5 YRS - 1r795 + 5 YRS - 2,109
+ 15 YR5 - 2,556 + 35 YRS - 3y122
+ 20 YRS - 3,232 + 20 YRS - 3,798
These eounts are seasanaPly adjusted by group mean fartors.
Projected caunts are calculated at 4% per year.
Press <Return> to continue. PF16 to Exit.
ACrZON: R SCRE5N: HAME USERID: RID CHANCE-REASOIa:
PRRCEL HH13EIAI70RESS
9URI50ICTIDN= 11 TR= 91 ROLL= RE PARCEL= 45261.1637 CU: 11
SA?IPLE ! 1$00.. A PEIENSTLYAMIA........ AVE N11 123.. ! QLD PID 26541-1637
ADDRESS ! WASHINGT@H.,... BC 20202..... L15A EDIT? Y! ALTKEY 1720001
DUNER ! if€TZEL, R E BKlPG? ! DEEU BKIPG
GO-[1LNR ! ! DEED ALTICEY
STRFET ! 013915 16TH AVE E ! bDB(TTilA(DO)
ADDRESS ! VERAOALE 4[A 99037-9616 ED[d7 kl !%0WNERSHIP 100.00
! ! S17BDIYI5IDN 294999
SITUS ! 0 ADDRESS UNKNOI,IN . I AGHiV[TT
ADDRESS ! SPQKRN£ 1A1[ DISTRICT: T01400 ! STRTICMP A CO4PLETE
SPECIAE ! fdE1IEL, RAYFtDND C * ! BILL5 TO F[pRTCAC,E CO.
B1LCtuf, ! 613415 16T11 AYE E ! GWE:
AII3S1RE55 @ YERADALE LIA 44037-9616 EDTT? N! ACCT:
FiELD BOOK# 1D; 007906 OP JTR: 11 91 RE RC; F8
RE4ATIQH2 ED: JTR: RC:
ACTlON: R SGREEH: LEGL USERdD; RID CHA?!Gfi-REAS[1N:
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LEGA! DESCRZPTICif]
JU8P50IGTION= 11 RpLI= RE PAftCE[.= 45261.1637 YERR= 91
PAGE= 1
LIHf DESCRIPTION
aS° 1 10 VERA H166FT DF TR 204 E]fC E132FT
92-
a3-
04-
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5Y5TEM AYA1 L
AGTIQN: R SGREEN: qAME US6RIQ: R1fl CRAkGE-REASON:
PAACEL NAilYiE1A[1nRE5S -----------------------e---
JURT'SQICTI4if= 11 TR= 91 RnLL= RE PARCEL= 45261.1636 [xl: 11
SAMPLE ! 1600.. A PENHSTLVANTA........ AYE NW 123.. ! OLD R1D 26541-1638
ADbRE55 I WASHINCTON...,. DC 2020$..... USA EDIT? T! ALTKEY 1719992
OWNER ! MAFHEWS, E H BK/PG? ! DEED BKIPG
CO-Ob1HR 1 ! DEED ALTKEY
STREET ! 002207 AL1AM5 RD S I AOB(YTMMDD)
ADARE55 ! N&RADRLE W4 49037-94[}5 EbtT? N! %ljWFIER5NIP 100.1]0
! ! S1?8DIY15ZON 'c99999
SETUS ! 2207 JIDRMS Ri1 S ! ACTIVITY
AD8RE55 ! Y6RADALE TA% OTST&[CT: 701400 ! 5°fATIG1IF A CCMPLETE
SPECIAL ! F1lTFHEkS, ERNEST ~ ! BItL5 Z0 PSORTGI4GE G0.
B1LLING ! 002207 AORR4S RD S ! CODE:
,RQDRE55 ! VERNNDALE WA 99037-9405 EDIT7 N ! A4:GT:
FZELD 6OOK# T0; 0979CB flP JYR: 11 91 RE RC; F8
RELAT10N2........... IDs JYRe RG:
5T5TEFf RYA t L
ACT[Qa: R SCREEN: LEGL USERIO: RIp CHANGE-REASON:
H- ---°-------------------r_,...---------------------------------------------
LEGAL FIESCRIFTiQN
JURISf?ICTIQH= 11 ROLL= RE PARCEL= 45261.1636 TEAR= 92
PAGE= 1
L1NE OESGRIF+TION
01- 1 10 l1ERA S15OFT OF k112 OF TR 204 EXC E132F7
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STSFEN AYAIL
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'•~'•~.X~~'~'I~I i ;.~.i~_~;i,'~ & [o-
- PLANNtiNG aEPARTIII'6ENT
~ BROR[3WqY CEh+TRE BEIILOIHG N 721 JEFFERSOH S7REET
3i
PHpNE 456-2205
SP€}}iANE, WA5HIkGT4N 99280
u$PpKANE CUueLTY COl1RT lUOklSC
MEMORANDV M
Tb: I7ivision of Engineeruig and Roads ; 0""ECE1 VED I
Divisian of Ut€litie,~ DivisiQn vf Buildings Spakane Caaanry T3eablth District ,JUN 0 6 1991
Spokcane County Fire Disbrict #1
Vera "Water and ~ower , ~~OKANE C~~NTY ENGiNEER '
- .
FROM: Thomas Veijic, Planner
/
I7AT'E; 7une S, 1991
SUBTECT: Preliminary Shvrt P1at SF-711-91
Attached is a cvpy af the apglicadon and praposed prebminary Shart Plat nnap submitted by
rames Catlin for the subdiVisivn of approxirnately 2.84 acres into 41ots foz' single family
resadences and duplexes.
Please xeview t.his prezposal and retum yvur cornments and recQmmendatians by June 19,
1991. If yvu have any questions regarding this file, you may contact me at 456a2205.
Please direct any written respvnse to Thomas'Ve1jie.
Thank yvu for yeur prampt attention.
san
Enclasures
c: Tames Car9an, 4102 East 42nd Avenue, Spokane, VVA 99223
Raymand kLetzel, 13915 East 16th Avenue, Spokane, WA 99037 9616
~ 4.
4 ~
Applieatzon for Short Subdivision Appxawal
P,A:RT ON:~
.
~ (Tv be completed by applicarr,t)
A. E1pplicant's Name:-.-'aames E. Catl a n
Addresg: E. 4102 42nd, 5pokarre, WA 99223
Legal Owners Name: ' .
Address:
B. Phvne number where applicant can be reachecl: (509) 921-320I
C. Total A,creage o£prvposal 2.84 AC Taac Parcel No, 45261.1637
D Number of Lots 4 E. Typica➢.lot size 23,734 5F to
F Land Use Pzoposed by applicalit:
Si rrgle Fami ly ResidentiaT
G. Methc>d of Water Supply: Inc11vir~raa.1 ~Vells ( ) ~'ublic S;~stem
Pz~ivate Go~rnur~ity Systern ~ Other ( ) (Descnbe)
H. Methad af Sewage T7isposal. Septic `I`ank and Drainfaeld T.agQOn
Tzeatment Plant (X) Other, or cambznations (Describe)
Public Sastem
I. List Utility Companies and./or Dzstricts expected tO pravide sezvice to rhas propasal;
Electncity Vera Gas . , Water __-Vara , Phorre H. ~ . WeSt
J Dv you, Qrr the awner in the event you dQ nvt flwn the subject Iand, have an.y plans fax
futuze additions, expanszon, vr fuur-ther activity relateci with this pxopasal? If yes, explain.
Na
K Do you or the owner, own oz- have optzans on Iand nearby or adjacenc to thzs
proposal's gacaticrn? Tf yes, explain:
L. Lignature
r, the underszgned, swear uzzder penaity of perjury that the above respOnses are z-nade truthfully and
to the best of my knowledge. I also understand that, shautd theze be any willful misTepresentation
or wilIful lack of fuIP dascla5ure on my part, Spakaaae County rzzay 4vithdraw any approvai it maght
assue in reliance upan this application.
J?ropcanent , 0 J-V'\ Date: ~ 2-e, ~
5 CA [
i
DaCe:
NO[ary, lt'U ;-f7n~D67 e'\ I1QI~j~~J Date:
Notar.y ,pu~~c:,~ and far r~e Sta of 4Vashxngtc~n
.lResi~:ng ar ~ - -~~Q ~r tl~~
I apg+c7intr:erit• expires: f l) -~1~ -9~ .
- : , - ~Totary Seal
- . - -
_ - - •
P,~..~ T 'I"~'~''~
(`X'o be completed by surveyox)
I, the u.ndersigned, a hcensed Iand surveyoz-, have cnrnpIettd the infvrmatzon z°equested, and the
prelunanary plac has been prepared by zne undez my supervlsion an accordance wrth the '
requirements v V pvkane Csaunty ihort Plat C1rciinance and ttie laws of the State of -
Washington y~
1:- (5igned) T7ate•
f .
(A.dclress) 6, + Phone: .5 55--- 1q/
SQp ~.'C h~Zip: C'i el--20Q
~ ~"a :
SURVEYC]R' i SEAL Vl A~,~l
~ I
S . 71 i
S 4
, LP/0,
,
r ~ .
AppIicativn for Short Subdivisian Approval
PART ONE
, (Ta be cQmpleted by appLicant)
A Applicant's Name: James F. Catli n
Address: E. 4102 42nd, Spokane, WA 99223
Legal Ownezs Name: -
Addsess: B. Phone nuzxa.ber where applicant can be reached: (509) 921-3201
G. Tatal Acreage of propasa[ 2.84 AC Ta7c Parcel Nv. 45261.1637
D Nuzzaber of I,ats ~ 4 F_ Typical lot size 23,734 SF tv ,
F. Land LTse Propased by applicant: ;
Single Family Residentia]
G. Method of Water 5upply: Xndi.vidual Wells Fublic Systezan } .
Fzi.vate COmMunity 5ystem ( ) Orhez { } (Descnbe)
H. Methvd of Sewage Disposat: Septxc Tank and :Drairf'aeld Lagoon
Tre,atment Plant (X } Dther, ar combinations (Describe)
Publi c SvstQm ,
List Utihty Companxes andloa-1]astricts expected to provide ser-rice to this proposal:
WPSt-
Electa-iczty Vera Gas , Water Vpra , Fhone ll_,
J. Do you, or the awner zn the. eve,nt you da not awn the suhject larsd, ,have any plans for
future addations, expansion, or further acpvicy related wzth this prapasal? xf yes, explain.
No
K. Da yau or the avraier, own or have aptians on land nea-rby ar adjacent to this
proposal's location? If yes, expIain:
L. ignaCUre
I, the vntierszgnet3, swear urader penalty of perjury that the above responses are made truthfully and
tv the best of rny knawlecige. Z also understand that, should there be any willful misrepresentation
ar rTvdifu11ack pf full disclgsure on nray pam Spokarae County may wzthdaraw any approval it might
issue in Teliance upora this appllcadvn.
.Prvponent Date- ~S\Z>nACt t
C3wner
~
N ~t ~Lry.-. raate_ k4l
Nataz), k'ubh~-in-arid for the ate of Washington
~ T~~~•.~~~'
Ay appo:r.ient expires: '0 -6C] -43
- - - - _ W ' - - Nvtar-y 5 eal
- - :PART TW 4
(To be completed by surveyor)
1, the undersigned, a licensed 1anc£ surveyor, have corngPeted the infvna7ation requested, and the .
prelimunarry p1at has been prepared by me under my supervzsion iri acc4rdance with the
requYrement5 ~ pokane County Short FLat Drdinance and the laws of Oie State o£
Washingtvn ~ .
(.S1gdZP.d) Date.
(Address) Phone: S-- 1~1~ .
~_SCn &LN-e- 1 ~)4 Zip 1~71 ~i a a ,
. ti
SURVEYOR'S SEAL
A
L ~
tf" s s``~ . pi
0 A
~
~ ! - . .
PL"7..L4.A. A~1REE
(To be com~leted by Water Puzveyoz)
A. This subdivision (is) (is-rivt) situated within vus service.area. .
B. We are (able) (r**W) and willzng ta supply this subdxvisiQn wirh a.dequate water ,
for: (dvmestic) (fize) (immimmoRI) (eeswg~) uses.
C. Satisfactary anmgements (p~M) ,(h.ave not) been mma.de to sezve this proposal.
D. Signature (only when items A, B & C are tte and cornpleted).
Purveyozs name ~-Signatuure ~nt£ Titie Date
k'ART FOUR - • (To be comple[ed by Fire Distr:iet) -
A This subdivasivn (zs) (kope t) situated withzn our sezvice area.
B. Adequate arTangernents (~gM) (have nat) been made ta meet our zaeeds an providing
far an adequate water systerxa and facilities for £ire prvteGtian purpases.
C. Signatuze (anly when itezras A and B are fru'e and completed).
D. Fire Di5trict recvmnends: A001r1aMAc.- 141[ pP-ANT[5) br- jpRxiutpV43
10,5 }
Fire District . ' " Signature anc1 Title Dam
PART FIVE (To te caznpleted by Health Distr-sct)
A. Hea.lth istzi t requireznents far short plats - 4ave- ihave nati been satisfied.
B . 5ignaC
SZgnature, arid Tide . , Date '
PART SIX ,
(To be completed by Caunty Engineer's Department)
A. Coun.ty Engixzeez`s Department requiremerats fvr preliminary plat have (have not) heen
t'~fi ed.
A ~
~ Is ~ ~
si~~ an Ti ~ Dam
.C d'.RRA tJECEN , e
(To be completed by County Utilzties Department)
A. County LTti1ifie5 Depaztnent requzrements far prehrninary plat have (have not) been
satisfied_
S=~~
5ignafiure and Tzt~e Date
P.ART EIGHT _
(To be corngleted by Pla.nnrng Deparnnent)
, Date subrriitted 5- Checked by:
schcol District ~ File
Existing Zaning ~ ~ I7ate Establzshed:
• ~ E, ~
O
}R
& E~AE"F L ~
~ RECE P923469
" '
V RE.CE'!Gl IJ fR[.)A1 ~D ❑ 1 \ L~. C I PJ
~ AddrE:SS ~ 114-LO 11- 4_p- N n VF-
S WA 1301 LRRS aj! ~
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~ 6AI.AIVCE G15I t
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OUF flRDCR
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• . ` ' ~ _ . - ' ' " ' - ~ . ~ .
~s 3A - ~s • ~~v~~~.
'y .JAIMES ~.~O~RIDQROZHY °H .~£*ATLTN 5:~~~a ~3
T~
l~~tl~,r~E:q4;1,ti2NC7
SPC]KPItdE, WA. 9,9223 r , • , -r ~ ° - 19 " - ~ T-
-_-•..i,.~.ai254-
- ` - - - ^ - - ~ T~ ' ~ • • . -
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p ~ : . ~ 3 • _ - ~l4an
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SEAFiRST BAN1C
aPPOs3TVNi;r aa,nr+cw
..r:..~:.,;`~.:..;~, ...:.~Y~..«~:s,.r•.f,y'.~..... ~ - E145T 12616SRFiAGlJE AVE'
••j ' SpOKANE, NrR514i13G'LOH..W218 ~ _ ~y_ _ _ - - ~ • - ,5 ~ ~
Fur
~;4i0 0 0 C}_2~4Gr:~8 2_!,4}_ 5 I0+~'_
. • . . . - . _ = , ~ t
•DpA~~1T,My'.~fl'F~M~.OO~MI '6eoiOPy~ n •
• ]A1IAIES F. C3R OOROTHY H. CATLIN 5 2 7`~"7
E . 4902 - aaND ,nv~E 444-9293
~ SPOKANf, Wh 99223
39 19--2
~ - 1250
' The 9rder t)f ~1 a ir ~J~i lu7 ~
l • .
~ SEAFaRST BANFC ~
[]VPpRTUNI'TY ORANCM ~
EAST 12615 ^aPfiiAGllE AVE -
SPDKANE, WASHIhiGFQAf 89258
Far
~
~ 1:125O00024i: 82441 5L011 ' 5 276
C~un~f~et,c~C4~Dnf~ndam~iFC9l9Mt O~+~N~6e~i
~
QFFICE OF THE COUNTY ENGINEER `
BPORANE C0[TNTY, WASHIHGTaN
Ta s Boh Brueqgeman ~
. S
FROM: Gary Nelsmn
DATE: J8nu8]Cy 24„ 1992
SIIBJECT: Intersectian Sight Distarace prablem
Attached is a section map, and a copy of shnrt plat #711. There
appears to be an intersection sight distance problem at the Burns
Road -23rd Caurt northwest corner. The prvblems is evident when
approacha.ng Burns +rer th- east an 23rd Caurt, and lomking narth on
Burns. ~o;•+~
Please review the situation and addise rne regarding possible
a1ternatives. I have asked the Engineer for tkae plat to review the
prablem a1sQ.
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A INLAND PACIFIC ENGINEERING . TRANSMITTAL
SnuEh 25 A!lamnnt .4 Spokane; WA 99202 .{509}535-14Z0 . FA7{(509) 5345-1432 I.PeLteI" F-~ Fa]C F
TO: ' tEk-ya DA7E; .U~
~P
n~tu~, C~] EluC~.
A'I'TENTIC7N: FAX Na.:
PRC3JEG"T: !~:P --;A :l t 1 P E Proj. No.:
We are sending enclr~sed under separate cover capies ❑f the foll~'~,c E-
DesCript1an . ~ sJ~JIL, L3`rI992 ,
~ ~ y
E] Blueline Prirats ~ Copy af Letter
t-
~g C7riginal Orawing Contract Documents
Wark Au#horization Repvrt F-I
No. Copies Descrrpfion
i EA, SVY'~,) i A, L O'F FWAL SHLR-T pLA-T
~ . WVl~TED QLAT i:f,'r.ZTl F1,!f-ATE-
Requested Actian
Q infvrma#ian F] Reuiew & Camments ~ Distribution
Wriiten Approaai 5ignature & Retum ~
Remarks
PLA-T wt-T" SIcnuATuzF- KE--V1c--, k Dki~.
u POA-7 r- CC=7 PL.A i C-E:RT 1V~ I CATa .
C~1P1~~ oF NN~-Li1L TQ FLAUUeU6 DE?T.
Sincerely, Nate: if any of the copies are
illegibie ar you d❑ nvt receive
INLAfVD PACIFEC ENCaINEERING COMPANY, INC. number of pages including
- this page please contact us
- immediately at (509) 535-1410.
By. r
4
~Inland
Pacif iC
Transmittal
~ Engineering 9ouih 25 Altarnorll Spokene, Wesh9nglon
50 535-7410 asxox
P~i &~re~' DATE : /~pi~'fl 1-~ ''rl.~
Ta : stoolfxw~~ 6ewwf
~
PRDJECT:
~ APR 4
~
~ITTENT IC~N :
Genti emen :
We are sending (6renclosed ( y under separate caver cvpies of the follawing:
~~~~riptian
,f~ B1 uel i ne Pri nts Capy af Letter 1 1
~ 1Origi nal Drawi ng I 1 Cantract Qocuments l 1
1l Wvrk Authorization J,1 Repart l 1
Nv. Copies Date Description
144 /~V/)? 13 -5hr'~ ~ 4,vW Z
-/e-C Aues
ReqMestVd Act !on
/ZKInfvrmatifln /eview & Comments 1 1 DZStributtian
f 1Wri tten Aqprraval r,! Si gnature & Return /I
~emarkS
&WZ05eV ~A54r ,~~rt/~ re~r'~se-v ~~~44
~~7- C6:R7'i,F-rC47-Ar . .Pe-*-Q-F5e-
_Aao ~'a&P ,eft~RA-7` FQl~
~-17MZF7-
5incerely,
If4LAIVD PRCIFIC ENGINEERTNG COMPANY, INC.
By : J-4t~ ' ' I ~ ~0-
•~N Mr_'.. . ,
Y':-~,~-Ir -~S..■ 1nIay~nd
/ '
'f~' `l•L Y~ 5 " _ ; ~ rt y~ ~ ~ ¢
Y.1 R'
Trans.m,J
' • ~~~~Tl~ ~I1~~Pr~IT1 , ',".~t~.~ ;~u..
- ~ so~u~tn' s niierr,Qnt spokane. wA.ningion
• ~ ' '50gi-535-1410 99202
r ~ ' • ' .
• , e =f.
' • ' • ' n Fv'-;tir
T0: 5pokane Count,y Engineer DATE: December 4, 199I-
lV. 811 Jeffersnn
Spakane, WA 99260 . ~
; -
' 1 s
PROJECT: Cat]in 5hort Plat
91--71i
A77ENT I4lN : '
Gentlemen: Gary Ne] son
We are sendi ng (X) encl flsed ~ 3under separate cvver copies 4f the fo] lowi ng~:
~ _ •
~"~,SC~~'~1~~~t io1~ ~
`rt=~
~ • ~ ~'_,/~~(~'~'61ueli~ne Prints J 1 Cvpy of Letter
. j!.~ ~ Origiinal Drawi ng 1 I Contract Documents
M? ~ ~ -
Work Authariaation ~ Report 1 1
.
-Cvpi es Date Descripti an ~
- ° - 21 Rvad jPl,an ,,(1 sheet) ~ • I Storm,,drai,nage ana1ysi,s , .
: ' ' ~ ~ • . .
• - . . .3
, ` ~ ya~~ .e • ~ ~ _~ka~
. r s . _ . - ri-7A
_ • _ ~r:~.~~' . :-T
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' • Y „F•~~. ~ ~1A~i JV►~
- _ . .~~r~,~s-ti Y • .
: informatian ~ x/ Review & Comments DY stri buti an
_ ~ ~n~: , , , ; ~-~,~~s _ ,
•"Y
F1 ~~%4,'~ritten Approual 5ignature & Return
riTr~~~•',x'- I ~ . i~l.F..,J.
~,M~~ , . - •
i~~~~~~•!"~~~~ ■ ~ks • ~ ~ ~ • ~
~•iF- n ~ ~ ~Y ~ - w _ _ ' u- - ~ _ ~
~,~vY A'~,'-~~R Y'"~fi ~ , - ~L,.' _ . , ` " ~ -ry
• '~i " YC~ • £f ~Y-^~' iV'`~ i. ~'F~
V~ - .a i ~_~~~T~ ~ ~ - • , ' ~
f T • . ' s _ ~ , . Y"~R~
_ y ' • .
' ~ . S1nCe1"ely, -
INLAND PACIFTC ENGINEERTNG CoMPANY, TNC. - ,
- .
~ =~rt' _rn~~, S - ~,V~; ~ -
, , .,:lk_ T~ gt~-'Y d ~ ri `,T*, ~ " ' .
• ~1 - r. _ i! y,r , iw r~'~'. ~
- `Bruce A, Howar~ _
~~a "•~j.~ rv F .z. 7.`. ~ - .r. n. w 4x ~_~..i ~:.:RR.:. N~ ...5 . _.wd' ""..f.' _ i u~:~.~~~ iu. . .i -...3..w7_ ~'.'~A ~ ' Y
INLAND PACIFIC ENGINEERING CO., INC.
South 25 Altamont Street Spokane, Washington 99202 (509) 535-1410
December 6, 1991
Spokane County Engineers
N. 811 Jefferson
Spokane, WA 99260
ATTN: Gary Nelson
RE: Catlin Short Plat (91-711)
Dear Gary:
In our drainage analysis for Catlin Short Plat, we have not included
provisions for 1208' treatment. Although the plat is in the aquifer.
sensitive area, we feel that implementing 1208' is unnecessary for the
following reasons:
The surrounding plating was developed before the stormwater
guidelines were implemented and no 1208' provisions have been
made anywhere adjacent to this short plat.
The development of the 4 lot short plat only contributes
approximately 8000 square feet of impervious area.
The downstream end of the roadway serving the short plat is
sloped at 10% and in a significant cut. This slope configuration
makes the grading of the 1208' ponds and the diversion of the
stromwater from the gutter line cost prohibitive.
If you need additional information or have any questions, feel free to
callo
Sincerely,
INLAND PACIFIC ENGINEERING, CO.
6y,~~
Steven P. Soltys
Engineering 0 Planning • Surveying • Environmental Analysis
t-
D
~ 4 a.~. 1
~'~..:~t~~1
PLdBLIC WQRKS REPARTMENT
aFFicE OF
COUNTY ENGGNEER
C: Eu3RONALQ C. FiORMANN, P.E.
TL- 11 COUN7Y ENGINEER
r• ~
SPOKAN'E, WASH I NGTO{V 99260-0170
3P4nanC CDUnrr CpuRr HnUSL
AG~E~MEN~I" ~C3 t'A~C.' FEE ~
Agreernent Number
This agreement between Spvkane County and
whose interest in the project is
. is entezed fnto
this -2-~- day of 19jaj . This agreement is
applicable to the project known as:
.
f~tqokT ,PLAT q1-- 711
That the i ndi.vaduals and parties named herein as hawing an
i,ntezest in the ahove described property or praject agree ta the
followi,ng;
1. Reimburse Spmkane Caunty far project revisw and inspection
fees as specifi,ed in aoard of Gounty Commissioner's
Resolution 80-1592 attachment C. as amended. The fees will
be based ❑n actual salazy cQSts incurred by Spokane CDUnty
f❑r praject reviews and / or inspectidns pl►ss aten pexcent
administratave charge, and wil'i be hilled monthly as
accrued.
2. The undersic3ned agrees that these fees are due and payable
upan receapt of the billing as sgecified above. The
mont~ly billing shauld be sent to the attention of:
"-A qy-
{:f:7 `--l l c Z ;-1 Z n~1
~ r~ c~ ~ r~..~,■ ~ r .1 G ~ ~Z_~,
, -
I understand thaf failure ta pay these fees may result in
delay in campletion or appraval oE the praject oz otner possible
sanctions. .
BY~
\
Public Works Bualdarrg I Narth 811 Jefferson 5treet I Spokane, UVashington 99250-0170 (509) 455-3600
SPaKANF cOurvey FNGrrvEER's aFFicE
GeatechnrcaP .4narysrs
TC): MATERPA[ S LABORATORY Da[e: !A
~
FRt7M_ ~~~9►~. ~I d'~P
!
Please furnish Stabrlameter R values for the svrls an ihe fvllowing ,project, in accardance
wlth the a#tached agreemenf wi#h the developer. ~
Secffon Tnwnshrp Rarrge 7 ~ {see atracrred sectron map}
Project #
AGtivify #
F?ORD lVAME R VALUES LOGAT[aN
C.7r'
, [3fher Tesfs Needed L1Sted Sefaw:
~
Drarnage - PerCOlatran grearer than 72"lhr. Yes fVv Est Aet.
Drillrrtg Request Estimate ~ Pricrrify (i) Needs tv be driued_
(2) Eslrmate aI 'R' value and perc grven. These es[rmates can be
u&ed as a basis lc7r plan $ppravaf wrt17 npEe `actuaf sur€acrrrg
deRrns wltl be based on •R• value resrs."
{3} Es[imate oI 'A' value and perc gnren. Nat necessa+y fo drill.
Ref17a(ff5'"
`Please nvCe any urrusual charac[eristics ol soils and'Jar toAagraphy. Are the soifs sur[able !nr fhe use of
drywells? Are there arry urrusual drarrrage consrderations?
xsE-CFORR+txva
. ~
TDA
15, yra~.
(7WDRES~;)
Dear Mr~~~i
SUBJECT':
PROxECr # ~ ~t "71 f
Addi#ional infarmativn with respect ta the abave prajects subsurface soil canditians is required to
camplete the pians review pracess. 5pecifiraUy, representative values far svil percolation rates and
svil-subgrade "Ri ualues are necessary t~ evaluate the prapased pavement sectian and storm
drainage disposal system. ,
We require that the Spokane County Materials Laboratary supply this infQrmation during the design
review pracess. The Caunty Materials Laboratary has reviewed the propv5ed development plan;
made a preiiminary investigativn of the an-site canditivns; and has determined a minimuzn number
a f percoIation rate tests and
stabxlometer "R" value xests are required. Tt estimates fhe cast of such sail hQrings and tes#s tv Ue
approximately excluding utility lacation. Additivnal Materials Labaratary
remarks are as follaws:
Piease nnte that the above is a preliminary estimate oniy; additional tests may be necessary
dependent an the conditions encauntered, and therefore, actual fees may vary. Actual fees wi11 be
based fln hourly equipment usage rates and saiary casts incurred by 5pakane County during the
pragress of the work pius a 10 percent administratiQn surcharge. Fees will be invoiced mr nthly as
accrued.
Please be advised that 5ignawre of this letter canstitutes agreement to pay farr the abowe described
fees. Failure to pay these fees may resuft in delay in compietinn of approval of the pcnject nr atlaer
pc3ssible sanctions.
If you ciesire to kiave us undertake 111is work, pIwase sign belnw, and retUrn the carigin4►9 t« otir
otFice.
RespectFUlly,
Gary S. Nefscan
Planning Engineer
ALITHORIZING SIGNAT[.]RE ❑ATE
k'Iglf1r-ualue.tes
cc: ENGtNEER
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DFFZCE Ok' THE CO[R+ITY ENGINEER
SPOAANE CvQNTYr AASHINGTVId
Tv: Bob Brueggeman
FROM: Gary Helson
DATE: Janraary 24. 1992
S[TBJECT: intexsection Sight Distance problem
Attached is a~ectivn map, and a capy of shvrt plat # 711. There
appears to be an intersectian saght distance prablem at the aurns
Road -23rd Court northwest corner. The pxoblems is evident when
approaching Burns fTen-*;ke~east on 23rd Court, and lookinq north on
surns. 704 ,•lj
Please review the situativn and advise me reqarr.ling possible
alternatfves. I have asked the Engineer for the plat to rediew the
problem alsa.
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Caurv-rr ErvGIrvEER
,
Ranald C. HoxTnann; F.E.
COUP2TY ENGINF-ER
h~~,,, , r, E
rWAaSxxx..~ Gruar 99260
$P6KAMC COl1N7Y LQI1R7 iiql/5E
Date:
.
RE : 711
Gent 1 emerr :
A review of the road, dra-inage, and parking plans for the above-refer-
enced plat, shart plat, binding site plan, and/vr buiading p@rmit has been
aceomp1ished. Rreas af concern to us are indicated in red an the attached
prints. Please make the carrections and resubmit them t❑ t'his nffice in order
that the review process may praceed. When the pians are resubmitted, mar'k ali
changes an the revased prtnt in cvlar.
If yau have any questions abvut this revaew, pTease cantact us at ,
455-35U0.
Tbank, yvu.
Very truly yours,
RQnald C. Hormann, P. E.
5pvkane County Engineer
e ary S. el son , P. ,
, Planni,q Enganeer
GSN2$7:s3a
Attaehment
Public Works guilding Nvrth 811 Jeffersdn S#reet Spnkane, VLlashingtvn 99260 (509) 456-3600
CATLIN SHQRT PLAT 91-711
ST❑RM DRAINAGE AHA3,YSIS
DeCember 4, 1991
PreDared bv •
gNLArID PACIFIC ENGINEERING
south 25 Altamvat
6pokane, WA 99202
(509)-535-1414
FIIRPOBE n
The purpose of this repart is tv determine the extent of storm
drainage facilities which will be required to dispose of stvrmwater runoff
created by the development ❑f Catlin 5hort Plat 91-711.The storm drainage
facilities an this project will be designed ta daispose of runaff from a ten
year design storm. This develapment is vutside the A~uifer 5ensitive Area
and is therefcsre ~ aubj ect t❑ 12081 r quirements. awtV t r ~ 3 f-
4f 43 dv p a~ h,
ANALYBI S METHOAaLC?GY ,~Pl,~ts ~7' j'~ e r Vi 0
.Sa,t-►~ r r tv n. eh ~ A v ~ d ~
The Rativnal Method, which is ~-ecamrnended f~a ba$ ins iess than ten
acres in size, wiZl be used tv determine the p@dk d15cY1arCJeS and runoff
vDluI[!eS. #
PRL}JECT DESCRIpTIAN
Catlin 5hart Plat 91-711 is a 2.84 acre, 4lat subdivision iocated in
the NW 114 of SectiQn 26, T 27 N, R 44 EWNi. Sheet 76 of the Soil Survev of
.apakane Countv„, Washinaton (copy attaGhed) shvws that the soil type is GtnB
(Garrisan very gravelly lvam, 0 ta 8% slapes).
In the fUiure deVe].oped cmndition, the subdivxsion wiZl be divided
int4 2 basins, A and B hy the crowns and high paints of the roaci
impravemerits (see Basin Ntap).
'
. ~
cALCvLATZOrrS '
The tatal areas and the runo€f cvefficients used to calculate the
times vf coneentratian and the peak flows for eaGh basin as shown on the
pages fvllowing are tabulated below.
T[]TAL AREA IMFERVe AREA
BA9IN sa. ft. ACres sor. ft. Acres # LaTS ~ENSITY C
A 30,000 0.69~ ~4,i70❑ D.1~9 1.00 1.45/ C}2f}J
A 27,500 D. 63~ 4,000 0.09 1.50 2.38/ 0.. 25 /
The runoff cvefficients shawn were based an the lot density and Table
1 in Guidelines.
. ~
BTdRMWATER AIBPOSAL orywells will be used to dispvse 4f the peak flaws generated by aten-
year storm within the plat. Drywells in Basins A and B will be installed on
a continuous grade and calculativns are necessary ta show whether the
struGtures can divert the stormwater from the gutter line. The number and
types of dryweils and other structures needed are summarized below. The
grate calculatians referred to belaw are on the pages follawing.
Basin A
0.28 cfs of the peak flow ❑f 0.130 cfs will be disposed of in 1 Type
",A" drywell on a continuaus grade,J~see grate ealculatiaras)
~
Hasin S
0.31 cfs of the peak flow of 064 cfs will be disposed of in 1 Type
"Arl drywell on a continuous grade/~see grate calculations)
The total exeess flow o 0.05 cfs from Basins A and B will f~.aw ta an
existing drywell to the eas of the praposed piat. The relatiVely sma1Z
amaunt of runoff leaUang ~ pAat daes not warrant the cnnstructican of
additianal drywells.
l
. ~
. ~ ~ ~
t4 cxrs.
In.. 0r 4"k- !5LJ~ ek~-LIljq J
~ ~ t 1--' 1, 1 o
~
6,01 L ti -t ct.,-- t. ~ 'U .
PEAK FI..OW CALCLJLAl°IOn1 f'RC1JECT: Gat].a.n 5hort f'lat "
F~A~tI~: A
T~~t. Ar-a E:~. t~':,~ acres.
Imp. Area -1-00c) s f t
C : c] . :C~
CA5E 1
260 ft. Overland Flow
Ct C}e 15
L. - :'60 ft.
rr = 0.40
, C
'3 = 0.010
~
l"e M 9.69 min., by Equata.ni7 3-2 of Guidelines
X0 ft. Gutter F I c-w
Z - 3~J ~ J
n ~ Cr. ~y1 'J.~
S ~ c~.[~33
d - 0,i)$ ft.
w A 0 Tr_ Tr_ t-Dtal I Oc
2.99 0.12 0. ?[.7W 1.17 f 0. eG 2.14 ^c)
CZQeaEt -Frjr Case 1= 0. a_ Cf Si
CASE 2
Case 2 assumes a Time of Coricentrataon less I-~an a min~~tes st. t1-~at tk~~~
peak flow =.943. 181 (Irnp. Area) y cfs
So, tFre Peak flow f-Dr the ~iasin is the careater c-f the twr-+ flows,
0.3C tfs
rNLAND PACzFIr EniGzNEERING
PEAK FI_C]W CALC1.iLATTC1h3 PRCI.ECT. CatJ.a.ri Short P1at '
FiA5IlV: Ef
Tot. Area 0.63 acr,s
Imp. Area 4000 s~ ft
G s). 25 J
GAS~ ~ ~
260 ft. C7ver1and F1ow
~
Ct = 0.15 ~
L 260 ft.
n - 0. 4~ ~ >
43 0.010
Tc = 9. E9 mirr., by Fquatiorr v•-2 c-f G,_iidelinPs
17() ft. Gtttter F'lc-w ~
Z
n - C). o 1(;
S = C). 033
r~ C).~)~~ f f
d
w A 0 Tc Tc totai I Qr
3.13 0.14 0. 3-14 1.13 10.82 2.15 0.34
~
~
OpeaE: 'For Case 3. c# s
r/
GASE 2
Case 2 ass!tmes a T'ime c-f Concentrataon Iass thtan D minutc~~ so that tFre
peak flsDw =.'9(,3. 18)C Tmp. Area) efs
So, the 6eaE.: fJ.ow fc-r the Basin is the greater rsf the twc- flowsp
v c fi s
xNLAND PACIFIC F'N13INEERING
GRATE CALCULATIQN T CONTINUDUS GRADE Basin A ,
a 0.30 cfs./ ,
S n (D.l000 # /ft ~
fi = 3C ~
d : 0.07
w - 2.43
qrate w= 1.44 Spokane Co. Type 1 f.~rate
f w = 55
'r.`a = '3:' From FiqLire 15 ~.~f GuarJe3ine5
C! dLweri:. = i).:_'8 c -fs ~
C~ exce~~ = 0.02 efs
. ~
iNLAND PACxFrC ENGzNEERzNG
GRATE GALGULATIQN - CDNTINU0U5 GRADE Basin H
C! = 0.34 rfs ~ .
S 0.1000 ft/ft ~
Z = 36 ~
d = t),07
w = 2.54
qrate w= 1.44 Spo4;ane Cra. 'f'ype 1 Grate
w = 57
"/.0 = 90 From Fiqtire iS of CLcidel ines
0 divert. = 0.31 cfis
G! exCess - C). Ga cfs ✓
. ~
INLAND PACIFIC E1VGIfVEERiIVG
.
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CATLIN SRORT PLAT 91-711
STOFtM DRAINAGE AHALYSIS
March 23, 1992
Prenared hv°
T~LAND PACIFIC ENGINEERING
5vuth 25 Altamont `
Spokdnei WA 99202
(509)-535-1410
, .
PURPOSE
The purpose of this repart is to determine the extent of storm
drainage faciZities which wi11 be required to dispose af stormwater runmff
created by the develapment pf Catlin Short P1at 91°711. The storm drainage
facalities an this prvject wa1T be designed ta dispose of runaff from a ten
year design stflrm. This deveXagment is within the Aquifer Sensitive Rrea
and is subject to '208' requxrsments. However, because the adjacent
streets do nat have '208' treatment and because the proposed street
improvements add very little additional impervious area, we recvmmend na
`208' treatment far these xmgrvvements.
ANALYSIS METHODaLOGY
The Ratianal Methed, which xs recammended far basins less than ten
acres in size, wi1Z be used to determine the peak discharges and runoff
volumes.
PROJECT DESCRIPTtdN
Catlin Short Ppat 91-711 is a 2.84 acre, 4 lot subdxvis3vn lacated in
the NW 1f4 ❑f Section 26, T 25 N, R 44 EWM, Sheet 76 of the Sail SurVev of
Spokane County. Washinqton (copy attached) shows that the sail type is
GmB (Garrison Very graVelly flvam, 0 to 8% slopes).
In the future developed conditian, the subdivisian will be divided
into 2 basins, A and B, by the crowns and high paints of the r❑ad
improvements (see basin map attached).
1 r
CALCULATIDNS
The basin areas and runoff caefffcients used to calculate the times of
concentratiQn and the peak flvws fvr each basin as shown on the pages
foliowing are tabuiated beTow.
TOTAL AREA IMPER. AREA
BASIN sQ.tt. Acres sq.ft. Acres # LOTS DVIGA C
A 30,000 0.69 4.000 0.09 1.0 1.45 0.25
B 27,508 0.53 4,000 0.09 1.5 2.38 0.25
The runaff caefficients shown abave were based an the lot density and
Tahle 1 in Guidelines.
PEAK FLdW GALCULATIDN PROJECT: Catlin Short Plat
BASIN: A
Tot. Area 0.69 acres
I mp. Area 4000 sq f t
1.s 0.20
Lrf°lSE i
260 ft. OVlel"la67Cj ~low
Ct = 0.15
f- ° t 260 fte
n = 0.40
S = 0. 0 iC)
Tr- _ 9.69 mfn., by Equata.ren 3--2 «f Guidelines
170 ft. Gutter Flow
Z - 36
n = 0.r716
S = 0.033
d = 0.08 f t.
w A 0 Te Tc tota1 Z Qc
2.99 0.12 0.30 1.17 10.8G 2.14 0.30
Opeak for Case f = 0.30 efs
CASE 2
Gase r assumes a Ta.me of Cor7ceratration less than 5 minutes so traa~ the
F]E.+ak f1oW ~.`'~Cv. ~Ba ~Imp. Ar'ea) = 0.26 tfs
So, the F'~ak ~low for the Basa.n is the greatPr of the two fluws,
0.30 Cfis
INLAEVD PACIFIC ENQIfVEFRING
PEaK FLOw CALCULATItiN PRoJECr. cattiii Short Prat
BASIN: B
Ti,t. Area 0.63 acres
Imp. Area 4000 sq ft
C 0.25
GRSE 1
260 ft. Cfverland FJ.ow
Ct = C). 15
l.. = 260 ft.
n = Q. 40
5 = C). 010
7c = 'D.69 min., by Fquaticnn ^--M.: of Gt_tidel rnps
170 ft. GLttter Flcaw
z - 36
n ~ n.~16
S - 0. 0a^
d = 0.09 f t .
w A 0 7c Tc total I C!c
3.13 0.14 Ca. 34 1.13 1c). sz 2.15 0.34
C3peikE, for Case i= 0.34 efis
GASF 2
Case 2 asEiumes Time of Concipntratis_1n less than 5 minLites sO that tf,e
peak fl-Dw =.9(3. 18)(Imp. Area) - 0.26 cfs
So, the Peak ilow for t[-,e £iasin a.s the greater of the two flows,
0.34 cfs
INLAND PACIFiC ENGr~EERxNG
STORMWATER DISPOSAL
Drywells will be used ta dispose Df the peak fLows generated by a ten-
year storm within the pZat. The inlet in Basin A and the drywell in Baszn
B will be installed on acantinuous grade and caPculations are necessary to
shaw whether the structures can didert the stormwater form the gutter line.
The number and tyges of structures are summarized below. The grate
calculatians referred to below are on the pages follQwing,
Basins A and B
.28 cfs ❑f the peak flaw of .30 cfs frvm 8asin A and .31 cfs at the
peak fiow of .34 cfs from Basin B will be disposed o€ in a Type "B" drywell
in Basin B. The runaff from Basin R will be captured in a Tyge Z Inlet and
piped ta the drywell in Basxn B.
The total excess flow of .05 cfs from BRsins A and B will flow ta an
existing drywelP to the east v€ the praposed plat. The relatively smal1
amaunt of runaff exiting the plat does not warrant the construction af
additional drywells.
GRATE CALCULATION - GONTINUaVS GRADE Basin A
GI = 0.30 c fs
S = 0.1000 #t0ft
Z = 36
d w 0.07
w 2.43
grate w= 1,44 ~~okane Co. Type 1 Grate '
w = 59
IQ = 92 From Fiqure 15 of Guidelines
0 divert. = 0.28 c~s
0 e:fcess - 0.02 05
INLANU PACIFIC ENGINEERI1VG
GRATE CALCULATTDN - CONTINUOUS GRADE Basin H
Q _ 0.34 cfs
S = 0.1000 ft/f t
T = 36
d = 0.07
w - 2.54
qrate w= 1.44 SpcaFtiane Co. Type i Grate
Y. w = 57
. %C! _ 90 Frr_,m Fxpure 15 of Glii.del ines
0 divert. _ 0.31 cfs
0 excess 0.03 cfs
XNLAND PACIFIC ENGZNEERING
CuRs uESIcrr WffH MsSc PaMc TYPE "a° caRB
Stret Adams ftaad Datz 03 f 19J42
Prajet Ctb 5hort Plak Designer; 8teve
1J2 Fayinq width = n ft
FIELD IRFAkMATidN OFPICB CALCi1GATI0H5 Eisbng
Nsance Ccam 1 f2 P[i - Kin L`u,rb, Wn Curb. Praposed Propmed Proposed
StL C~L Kev EP Eiev CFL Grade CJy tu EP Slope DLt C/L-EP -4.5$ -2.4% Lurb Eev. SIoge 5ta, Cro-skpe
400.00 74.11 69.9E 9.00 13,40 69.88 70,20 70.27 M4O QA2IX!
U,a088 9,0038
950.90 10,61 70,41 0,9032 9.00 4256 13A0 70.39 70.11 70,34 450,40 0.0446 -t- -1 T. I
O.~U42
5100 70,71 7Q,62 4.00 GA361 13A 74M 1026 74.60 5MA0 4A400 ~ca7 c~ . 5o
CAQ20 0.0042
550.90 74.17 10.73 9A 0,4156 13,40 70.65 70,91 7031 550,06 OA323
0,4042 0.0097
M4O 71.08 70,83 9,20 4,0272 12.80 74,15 71.07 11.02 500,00 0A242
04034 u.~2
t ~y •~~f
65t1A~ 71.25 70,91 13,3t1 DA2~ 8,10 71A2 7L24 ~.23 ~'~.4~ ~~4~ ~Z 07 1 .7- 1
1^1
A N ~ C C] i T rV °I'
C7FFICE C]F ThIE CoUM"Y ENG[NEER • A L7N151C7N C3F THE PUBLIC Wf]R[tS DEPARTMEIV'f'
Ronald C. Hormann, PE , County Engineer C?ennis Sccaft, P.E., Clireetor
Fehruary 4, 1992 ~ ~ o ~ ~ - • .
- ~ ~~~EWFU E
~~g ~ ~ ~~9~
JAMES F CA'`L,IN 14IA'dA
4I~}2 E 42i~D
SPC)K.ANE, WA 99223 ~
d]e. ;~~5~'3t~'r€~
ar Nfr. iCATLTN:
SUBJEC'[': SYORT P
PROJECT # SP•711 ,
Additional informaCion with respect ta the ahode prajects subsusLace soil conditions is required ta camplete the plans
reinew proress. SpeciFcally, representatzve values for soil percolation rates and soit-suhgrarie "R" values are necessary to
evaluate the propased par+cment scctic+n and storm drainage disposal sysiem.
The Spakane County MateriaLs I.aboratory has reviewed the propDSed derielnpment plan; made a prcliminary investigation
nf the on-site conclitions; and has determined a minimum number of 1 percalation rate tests and 1 stahilameter °R"
value tests are required. Zt e.stlrnates the cost of such soil bnrings and tests to be approximately $604.00 excluding utility
1oeatian.
The Spokane County Ndaterials Lahoratazy is available ta suppiy this inforrnation tlurin,g the design review process. This
information also may be supplied by any qaalifieel soiLs ~irm, 11tte tests aad methods must rrReet 5gokane County standards,
and be irispe.cted by Spokane County gersonncl.
Please nnte thac che abode is a pretiminary estirnate onIy; additional te.sts may bc ner,essary dependent on the rondicinns
encountered, and therefare, actual fees rnay vary. Actual tees will be based on haurIy equipment usage rates and salary
ocasts incurred by Spvkane County during the prcagress of the work plus a 1[] pcecent administratican surcharge. Feess will
de invaiced monthly as ae.crued.
Plaase be advised that signature af this letter c.onstitutes agreernent to pay for the above described Fees. Faiiure to pay
theea fces may result iri delay in compietion af approval oF ttte prnj`cc or oche: possihle 5ancdiana.
TF you desire to haVe us undcrtake this w • se si n beiew, and return the nriginal tD our office. ~
L~,
Respcctfully, 4AP Se:.-10 ~
Gary S. Ne n
Planning Engineer
AL]TIVRIZINU SIc:,NATL]RE IJATE
re: IIVLANI) PAC[FTC ENGINEERIN~'r
k1g1[lr-►+alue.pri
N 811 JeFFerson Spokane, WA 94260-0180 (509} 456-3600 FA?( (509) 456-4715
• ' ; .a• I I~tall[~
H~'• ~i ~ Transm ittal
Raciflc
Engineec7ng
,
, Soulh ?S AlSemonC Sp4kene„ Weahingfan
' 509 535•7410 99202
. ~
TO: '!3P0KANE- Goukrtut ajC.~ wf3Ee 'S DRTE: ~A&+R • 2j-i 1997-
r ~Pp1-FVN ~kd A. q9Ztin c E. C
~ ~ ~ ~
.
P ROJ E CT : ~A-TL► ki ~S~fi` -T>Lr4T° 91- -7I ti MAR 2 4
T
ATTENTI4N: G~Ae-li kf ELSOPJ ~
+ gp~MWE (M~ i-t
Gentlemen:
~ We ar,e sending {,7 enc1vsed under separate cover capies ❑f the following:
- De5cr I p# 1C]n
: J IBlueline Prints 1 1 Copy of Letter 1 1
Qriginal Drawing Cont1"dCt D{]CLCnlent5
~ I Work Authorizati vn J~" Repnrt 1 1 ~9
Nv., Cvpies aate Descriptian .
~ ~ ~ ~ ~~P.~3'~~~e.~ ~~rw~ ~rcu ~A..~f~ ~ ~~I ` _ _ '
~"~¢'`ry.`~'k''`~` , • ~
F~,,~i~.a%s-`
. - ~ . .
"I~ ~ 'ested A►~ct I' ~
~ }
,1 iStri buti urr .
nfvrmati an Rev i ew & Comments D
~.A • Y , - '
j,~ ,7-Written Approval Sagnature & Return
ii _ ~ ^ ~:,L55~ 3
~y~ : - ' - }~e~,~£'S~'_ _ • _ . _ -
1!0-`M a r k s
. 3~.f _r •y_ .
- 4r- n,f~~wr•~ _ .
'
51 nCerel y,
INLRNp PAGIFIC ENGINEERING COMPANY, INC.
,x.'8y~. • - '
t , , - ~•x--„ , , . -
' _ _ • _'.4. `~r~e~'~„ . ~ F...-
• , ~ ,
PLAT:
NAME: -S A1
oATIE: Lt - 2L
PLAN REVdEW CHECK LISI' '
1. ZG/eirall ead Findir~gs and Order in F1e. Note any un►asual rc~nditions, check pZans for them.
2. neces sary prer~ic~us rvad plans {CF.P, ~tiD other private evelnpment}. Put
opy n fe. - ~ ;a':~ -
3. nd so'rls, drainage erraluation sheet to Materials Section. d
,
4. Are existing utilities noted on plans? Lavk fvr these on field inspection. Put this nate 4/0
on plans, if appropriate, °Existing utilities shall be relocateid prior to canstruction.rv
s
5. Are "curb design sheets" or cross secdions praWided for widening existing streets7
Y~ ° ~ r ❑ ~
f. Can existing pauement be added on ta i]
, r 5~lfluZf~ 1t Y7e Cl1t ~]$Ck f1f5~~~,~
~ ~ '
~ ~s~~
7, e plans in, plans out date on pink sheet an file. Note number (1,2,3, etc.) vf
Zbtmission an check print.
Give the pIans a genera3 check for g,rades, horizontal and vertical aIigrunent. Dcr these
iteans eanforrn ta infarmlatian shawn on the plans?" Is the r.orrect infvrmation shwn r,a,n
plans'~ N" 9e~-+~ ~F~ ~ e~law t.-~ V.li, L~--
9. Chec'~ the typical section - are the widtlis in conf~rrmance with tiie Findings &Ord~er`~
H~e~e surf~a~c'rn~ dpthe~heced hy~vur Soil~~epartrr~ent? 5~~'~ F P~~
~n. 1 , a , lfl. Check plans vnuter using "PFtf]FT". ~.]esign sp~ fram Road Standards is a
required i~nput. 1/0 3~1
11. Check pians using output from "PROFl". (Note 1ow paints, high points an plans hy
statian and elevation for reference in Drainage Plan Reviaw. Note which way streets
drain fvr referenee in Drainage Plan Review,
12. Sign pIan pravided? Check with Traffic.
13. Vidhe bencF~ anark shawn?
14. k the tirainage calcs, drainage plan using the attached check shee[.
15. eall drainage facilicies from drainage design shown on plans7
beq ~ I "^~..l
lb. Has interseetian sight distance been checked?
17. Are BCR, MCR, ECR eIevations shown an all curb retiarns%/
-1-
SP01(AtVE COUNTY, WASHlNGT0N ~
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(Jcsrns sFieef 8$)
. ■
18. Are cul-de-sac grades shown?
19. Are curb returns at intersections correct affset7 Eievatian? ~ e~J PO
FIELD RE'VIEW
[9tilitiesi drainage basins pee rnap, obVious drainage channels directed toward ar vn propercy-[yaunty
Raads cut aff drainage per drainage calculations? CulVea#s undsr County roads to►,vard, away frvrry
project?
.
DRAINAGE AND PY,AN REVYE'V GHEGK SHEET
~ TT'rAL:
1. at map was jik submitted.
2ainage c4nfiour map was4vrt submittel vr "best auaitable" ccrntour mag nat submittel.
3. ad construction plans and profiles were-not submitted, f
~
4ydralogic calculations vvert.aet subtnitted,
5. Culvert calculations were nat submitted.
f rate capacity calculations were-not submitted.
7. Retention calculations were not submitted (i.e. drywall capacity, Pand capacity, etc.)
Plars and calculations are not stamped and signed by a Professional Engineer.
9. pitch capacities calculations were not submitted.
10. iIs map was m submitted.
11. 248 calculations were nvt subrnitted.
12. 208 volume calculations were not submitted. Y~lt ~A
-2-
DESIGN:
13. Water was diverted from natural watercourse. ~
14. Water was concentrated where sheet flow existed.
15. Plat is within a 100-year Fiood Hazard Area.
. ~
16. Drainage improvements are nat r.ornpatible wirh planning cammission requirements,
17. Fifty year frequency was not used for off-site areas.
- '
18. ne difference hetween present & future f1Dw is nat retained an-site.
A
INrLLE~: ~ • ~ A1 I ~ ~
~ = . NW 19. 'Tets are net in the stream flaw.
~
20. cr~'ets arff~ r apart ~a~n 50(3'.
21. Curb and gutter inlets are not shawn at sags. /V
22. I.vng vertical curves with flat grade Pose a PQnding Frob3enn.
~
23. Tnlets are not tied ta centerline af road (i.e. stations & offset dist.ances). MCLj(
24. rr~ate elevations.are-naf shown.
25 rates are nQt depre.ssed 2".
26. Ctarb & gutter iniets are not placed on straight aIignment. /v
27. If gravel road, b' x 6' A.C. aprans are nat shawn arvund irlets. '4/M
28. If paved, 1nlets are an high side of the r4ad.
29, Cateh basin or manhvle special details are not shown vr a staridard drawing is not specified.
-3-
34. CritiGal 1ow spots have been pcvv'rded with owerflow easements.
RiE'I'EN'I'Tf?N SYSTEM:
5
31. Types, elevatian of grates specified? N
32. SaiI isw*corripatibTe for drywells (see map)•~
33. F]rywell conflicts with underground utilities.
34. Retentiora system nat tied to centertine or glat boundary.
CULVERTS AND PIPE S'YSTEM5: A/ P~
35. Raad culverxs are not at the law gvint of stream t1nw.
36. Headwater is not calculated fvr culvert entrances and in catch basins or nnanh@les fQr ,gipe systems.
37. Culvert vr pipe anvert eIevations ara nvt shown.
3$. Station ties and oftset distances to culdert extremities are nat shown.
39. Canfliet with underground utilities exists.
40. Energy dissipatian is needed far eulvert vutlets.
41. Drainage easements are neeied.
42. Gulverts are not shown vn rvad prafiIes.
43. Types and [engths of cuIwerts are not s'hnwn.
44. Minimum culaert siae of 1$" is not complied with.
45. Pipe art cttlvert VeZocities da not meei required vetacity of 3 fgs fa,r low flaws.
45. Anchocs are nat sttown far grades greacer then 15%.
-4-
47. +Culverts do not have aminimum 4.5% grade.
48. Water is trappei against afilI witFi no culvert shawn,
49. Profiles and crQSS sections are not shown for ,prvposed channels and ditches.
50. Dicches with eroding velacities are not lined.
7
51. Natural channels are not protected by easemenc,
52. Where rvadside ditche.s meet ,praposed paved curb return, water will not flow onto paverraent.
53. VVhere ditch profIe passes fram cut to fi1l, prarrision is not made tv dispose of flow property.
54. Easemcnt not prouided when skreet drainage diverted vntv private pro,perty.
55, Perpetual maintenance of private systetns not gravided for.
56. 5upp1Y apPropeiate drainage language tv Senior Plan Inspector, Permit Cvordinator, I3esigner.
-G-
n~~~~~~~~Ch bst
~
4FFICE C3F CC3UNTY ENGINEER
SPaKANE +CflUNTY, WASHlNGTaN
aare »
Irrter-office Gommunieatian
From zq-~ ~ ~
Subjeet -711
~ ~ A 1 T ,
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- ~ ►:st I - 1 ~3p-711
~ , ~~POFtT Pg. ~..I of ~
~ OFFICE OF THE SPDKANE CUUNTY ENGINEER
n- ate 7/2919Z Project Name ?-3rs~~~ /qALen•
nspectvr -iLraaks PrQject Na. CRPIRID
Weafher a.m. p.rn. Report Na.
Time Charged ContraGtar this Day -'I2 or 1 Gnntractor and Ivr Sub(s) ~~14 r; W:,lk Cer f
Other Courafy Persanne6 rQl-,Ll AW-4aw
Equiprraent List Hrs. Used Standby
T
2 ~ I
3 I I
4
5
6
Contractor Personne6 Classiticat[an Number
1 -
2
3 _
4
5
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Diaryo 5ectavrr -J • NPr cl ta ea k a,.,d ~J a rdt:f~ Lf ewi A r 1,'rt e
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NQ.
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Signing checked a.m. -
p.m. INSPECTQR'S SlGNATURE
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° s BDAFD E5'I'IMP,TE
~rsr---------__cc--------_----------------_------------`-------------i---------
PROJECT N1APfiE DA'I"E 07-Aug-92
pRAINAGE I'TEMS UNITS Q[lAN3TY PFtICE CC]ST
X) arywelY - Type A EA 0.2 1250.00 250.00
27 prywell - Type H EA 0.2 1573.00 314.60
3) Gra'te - Type I EA 0.6 325.00 195.00
4) Grate Type 2 ZA 0.3 330.00 99.00
5} Grate -Type 3 EA 320.00 0.00
E) Backfill For DW CY 7 14.90 104.30
7} Conarete Iralet F-A 0.1 675.00 67.54
8) C.M. Pige 1011 Dia. LF 3.6 21.30 76.68
9) C.M. Pige 12" Dia. LF 25.90 b0
10) C.M. Pipe 15" Dia. LF 32.00 0.00
11) C.M. Fipe 18" ❑ia. LF 28.80 0.00
12) Precast Manhale EA 1435.00 0.00
13} Sc31id lid EP, 300.00 0.00
14} pitch Excavation CY 0 10.00 0.00
15) Sod SF 0.70 0.00
NdN STANDARU DRAINAGE 1TFMS
D.DO
0.00
a.0❑
4) 0.00
5) 0.00
6) 0.00
DRAINAGE SUBTOTAL 1107.08
16} MonumEents EA 1 160.00 160.00
17) Barricade LF 32.00 ❑.00
18} Street 5igns EA 75.00 0.00
OTHER SUBTOTAL 160.00
GRADTNG, SURFACING, CURS, AN❑ SIDEWALK
19} Rough Grade CY 54.1 10.00 541.00
20} Top Course CY 127,4 10.60 1350.44
21) BaSk: C❑urse CY 10.50 0.00
22) ASphalt Goncrete Tons 159 44.50 7075.50
237 Curb Type A LF 274«7 6.50 1785.55
24] +Curh "I"ype B LF 7.90 0.00
25) Curb "I'ype R LF 7.60 0.00
26) sidewalk SQ Ya 65.1 16.20 1054.62
NaN-STANDARD kUAD ITEMS
1y 0.00
2) 0.00
3) 0.00
r}y {1.D0
GRA❑TPIG AND SLIRFACING 11807.11
GFtAND TQTAL 1 13, C}74.19
C) ) '3JO 0 0
RIOND Esr r MArE
PRO.IECT SP73 f -91 -r ~ ~___.--_---NAC1E [7AVE-BEF3~i Qp----f]ATE '1~1-.7=~3-9R
~
I7RA T i+JpGE I TEI+"i5 IJIV I T5 QiJAi~! Y TY FIR T~CE------TCC]S7
1l Dryc+tell. - Type F~ z 0 EA i iE50. 00 1250.00
27 I7rywe 1 T - Type B Z o EA 1 1573.00 1572. 1/-10
3) Grate - Type 1 2 0, EA 2 325.00 650.00
43 Gr^at e Type c: r~ ~5z, EA 1 330.00 330.00
5? Grate - Type 3 ER 320.00 0.00
6] Backfill Far DW 105, CY 70 14.90 ~04,.:,. OiZi
7) Conerete Inlet t 05, EA 1 675, 00 675.00
$3 C. M. Pipe 10" Dia. r0~ ~ LF 36 21.30 7E6. 80
q) C. M. Pxpe 12" Dia, LF a5. 90 0.00
10) C. h1. F'Lpe 13" Dia. LF 32.00 0. ~210
11) C. M, F° i pe 18 " D 1a. LF . 28.80 0.00
12} F't^ecast Manhti 1 e CA 1433.00 0.00
_
137 Sa1zd lid EA ~~.~c~
14) Ditch Excavat ion CY 10.00 0.00
15} 5ad 5F 0. 7 LA 0.00
NdN S°fANDARU bRAINAGE ITEMS
ir
0.+zio
2) 0.00
J ~
0•y'7~
~~'1
4) 0.00
5) 0.00
6? 0. OL71
DRAINAGE SUBTaTAL 6cB7.80
0 1'
16 l h1on uments I y ER 1 160. k'io 160. 00
17) Par,r• icac[e LF 32. 0141 0.00
18) Street Signs ER 75.00 0.00
E3THER SURTDTAL 1 60. 00
GRAD T IVG, SI,JF2FAC T NG, CURB, AND Si DEWALK
19) Raugh Gr•ade /0 5a CY 341.5 1 0. 00 5415.00
203 7op Caurse cY 196.5 10.60 2082.90
21) Base Caurse C'f 10.60 0.00
227 Asphalt Gonca^ete TorrS 155 44.50 7075. 50
23) Clar-b Type A LF 549.4 6.50 3371.10
24) C=.sr•b Type P LF 7.90 0.00
25) Cl_trb Type R LF 7.60 0.00
26) 5 z d ewa 3 k SQ YD 130.3 16.20 2110.86
N[]N-STAMi7ARD R[]AD ZTEMS
1) 0.00
27 0.00
33 0.00
47 • 0.00
GRAD 3 NG ANT7 SURFAC T NG 20255-36
_ _ ____r____-__.~__
GRAh1I7 Td7AL `;7 G, eCO 2'6, 70 16
~
RC]N❑ IMATE
P€2£].7ECT SP711-91 NAME DRV'~ ~ERTO DATE 10-Jaai-52
DRA I NAGE i TEMS 4JfU X TS QUAhf IT1' PR ICE CQST
1} Drywe 11 - Type A EA 1 1250.00 1250.00
23 T7rywe lJ. - Type B EA 1 I57..:,. 00 3 573. 00
3) Ga'ate - Type 1 EA ~:r~J~.00 650.00
~
43 Grate Tyrpe 2 EA 1 330.00 ,:1..~0. 00
5) Grat e-Type 3 EA 320.00 0.00
6) Back fi}. 1 Fdr I3W GY 70 14.90 1043.00
7] Carscr,et eIn 1 et EA 3 675.00 675.00
13) C. M. Pgpe 10" Dia. LF 3E+ 21.30 766. 8Z
9) G. M. F'lF]e 1a" Dia. LF ,c:J. 90 0.00
10? C. M. F'ipe 15" Dia. LF 32.00 0.00
11) Ca M. F'r pe 18" DY a. LF 28.80 0.00
123 Precast hlanhole EA ' 14~.:~5. 0iZ1 0.00
137 5a 1id 1 id EA 300.00 0.00
14] bztch ExcLavation CY 10.00 0.00
15) 5od SF 0.70 0.00
NOIV STANAARD DRA I NACE I TEM5
i } 0.00
2) 0.00
3) 0.00
4) 0. 00
53 0. 00
67 0.00
°--------------------------------------__y---___--_---_-----_--___-_----------------
DRGIh1AGE SUBTOTAL 6287.80
I63 Mani.tments EA 1 160.00 fhvi. L)0
17) Barr• z ~ade LF 32.00 0.00
18) Street 5igns EA 75. O'Z 0.00
pTHER SUBTOTAL 1 60. 00
GRADING, SURFACING, CLJRBT ANTY 5IDEWALK
19] Ral-igh Grade GY 541.5 10.00 5415.00
20) TC3p ~ouY'Se CY 196.5 10.60 208E.
al) Bd'"L' COUfi SC' CY 10.60 0.00
22) Rsphalt Concrete Tons 159 44.50 7075.50
?'..~f Gur^b Type A LF 549.4 6.50 W571. 10
24) Curb Type B LF 7.90 0.00
25) C:arb Type R LF 7.60 0.00
26} Sidewalk SO YI3 130.3 16. '20 a11o, 96
NaN-STANDARI7 F2DAD ITEM5
1 l 0.00
2) 0.00
3) 0.00
4) 0.00
GRRD I[VG AhlD Si~RFACINC~ ~►c~~.~.,..,. :~6
W_----___-_.~--___-__a-------------------_....-r_-____-..,.____
L! 6
SRANI7 70TAL ?Cv)~j~ 26, -703. 16
a►41LY INSPECTIQN REPflRT pg. -J vf
. C]FFICE DF THE 5PC3KANE COIJNTY ENGINEER
a'te f3/1LI9 t Prajec# Name ?-3rx.L
ispector 4'2fr°~* le Project IVo. CRPI RI ❑9?-EAE-os6
v,leather . a.rri. p.m. Repart No.
Tirne Charged Contractor this Day - f/z or ~ Contractor and Ivr Sub(s) Fa'1f--
Qther County Personnel
1lle
Equiprnent Li5# Hrs. Llssd Standby
1
2 I
3 I ~
4 I i
5 I i
g A I
Gorrtractor PersanneE Classitication Number
1
2
3
4
5
fi
Diary Sectinn C-a Aa,.-+L :v
.l-rN ~ fi ~G T I Tr
~
ITEM QESCRIPTION LDCATIC3N UN1TS QTY. QTY. 70 DATE INT.
N(].
I I ~ I I
I I ~ I I
I I ~ I' I
I I W ~
I I I I I
I I I I I I 1
Signing checked a.m.
p.m. INSPECTOR'S SIGNA7'CJRE
aAILY INSPECTIt7N REPORT pg. i_of ~
_ 4FFICE OF TIiE SPC3KANE CC?UNTY ENGINEEFt -
ate' Ri11/ 9 i Project Name
ispector -1S#XA2nL-- Project Nv. CRPIRI❑ -%L. F-p1E/)-4c
udeather a.m. p.m. Report Na.
Time Charged Cnntractvr this Day -1/2vr 1 Cantractor andlor Sub(s) -EI1Lr
Other County Persannel
~
Equipmerat List Mrs. Used Standby
1
2 I I
3 I I
4 6 I
5 I I
6 f I
Contractor Persannek Classifiication Number
1
2
3
4
5
B
Qlafy SeCraDll ik&5L,rJ _ _r~~+r.C ~,,,11 .1 caL^~r- U4P -
b~~t 4~s-ks _ .4 t "ee.,( -A.0 6-
4a" a" -"o T~,,,.~, .
dTEM pE5GR1PTPON LpCATION UNITS QTY. QTY TO CIATE INT.
IJQ.
I I C I I I C
I I 4 I I P
I I I I
I I I I
I I I I
I I I ~
I I I ~ I I
56gning checketY a.m. /
p-mi• INSPECTOR'S SIGNATURE
~
DAILY INSPECTION REPi)HT pg. _J ❑f I_
. f]FFICE C]F THE SPQKANE C~UNTY ENGINEER
late ' '713 / 19t_ Prajsct fdame~~ 0
ispectvr .j4110-Rx Project No. CAF'1RpD
Weather a.m. p.m. Report Mo.
Teme Charged Contractor this Day -1l2 or 1 Can#ractQr and 1or Sub(s) Other Goun#y Personnel
Equiprnent List Mrs. LJsed S#antfby
1
2 ~
3
a 1 I
5 i I
6 I I
Confractor PersanneR Classification Nurnber
a
2
3
4
5
fi
Oiary SeC4i0n jA e~
fTEM aESCRIPTIpN LflCATIDN L1NIT5 QfiY. QTY. Ta pATE BNT
IVG.
~ I I 1 I
I I I I
I I I I
~ I I I I I
Signing claecked a.m.
p.m. INSPEGTOR'S SIGNATURE ~ _
DAlLY I'NSPECTI[]N REPmRT Pg. _I at E
. OFFlCE QF THE SP(]KANE COUNTY ENGINEER
Date ' 7/ Z9/9 7- Prvject Name
aspector pk3 F'rvject No. CRPI R I❑ y7- ~
VVeather a.m. p.m. Report No.
TFme Gharged Contractar ihis Day - 7h ❑r "k Cantractor andlor Sub(s]
Other County Persannel
7-1"f
EqGipment L`wst Hrs. Used Standby
1
2 I P
3 C
4
5 s {
g I 4
Contractar Personnel Classificatinn Number
1
2
3
4
5
6
Diary Section
!,1
C-11"M CA eAls ~
~
ITEM DE$CRCP7ION LOGATIf3N UNfFS QT1'. OTY. Ta I7ATE INT.
N
I ~ I ~ I
I I I ~ I I
I I f I
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Signing checked a.m.
p.m. INSPEGTaR'S SIGNATURE -A-"4
~
REPORT pg. I of !
- QFFICE C3F THE SPOKANE COUNTY €NGINEER
:--r)ate 7 a9/9 Z Project Name
_"nspeCtar s Propect Nc]. CRF1FiWD
~'"Weather a.m. p.m. R"epart Na.
~w':nklsr
Time Gharged Cantrac#ar this Day - 112 vr 1 Cantractor and I or 5u b(s)
Other County Personnel
- ,
- - - Equipment List Hrs. Used 5tandby
~
2 I
_ 3 f k
4 ~
_ ;5 '
s I
Cantractor Personnel Classificatinn Number
1
2
3
4
5 _
s
D121f,y SBCtIOn _i• e
~ . L_ ~@e'1Fa ~1'~ ~ ~'~~I C~r►1d ~P I ~eR C~C~L 77r,~~j y !!~nea3 NJIa.'r ~
~ ~
H. A~s~f z 3 r~ Yr~ c.~.~ ,ra a~~ ~~c rc ~~~tL.v •
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7. l~Jc ~ f ~ ca u•r.~r ,~u i,.ll.~ ~ A,-) plac_e _ j;, .1~ _ • ~ ~c~ s f'ir__ ~,A 4,1ar, 5,
4...hn,5_( r ~M, 1-k1
C) - PCrl7rl .$r w,dP_ra"~
ITEM DESCRIF'TfflN LDCRTdON UNITS OTY, QTY TO OItTE [NT.
NO.
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p.M. INSPECTOR'S SIGNATLIRE
~ ~
r r
•sr ~ c:rL ! ~ S
REPQRT Pg. I
i OIFFIGE OF THE SPOFCANE +CDUNTM ENGINEER
0ate 7/ z 9I-9_3, Prajec# Name ?-3 rcL<-~ Iau_4,,7,
iispector Project No. CRPI RI ❑
INeather a.m. p.m. Report fVo.
Time Charged Contractar this Day -,Iz ar 1 Cantrac#or andlor 5ub(s)
C3ther Gaunty Personrael
Equipment List Hrs. Used 5tandby
1
_ 2 I I
3 ~
4
s I I_
Corrtractor Personnel Cfassifica#ivn Nurnber
1
2
3
4 _
5
fi
Diary 5ectiQn -1. ►'tFeed +:d ,,„'r4 es k ,r-l ~ cj ig.r_1;`,~. e
3.
c.4,r ~
;9~'', - -
►~f. Asp ~k~,[~- ~ ~~f _ _r'e c.~ sn~~. ~ ~crG _ he~~_~ _
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ITEM ❑ESGRlPTION LC1C/a73(]N UiV175 OTY. QTY. Ta pATE INT
NQ.
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p.rn. INSPEGTOR'S SIGNA7LIRE ~
I]AILY iNSPECTIC]N REPORT pg. t,~of j
' OFFICE nF THE SPQKAME CQUNTY ENGINEER
'7ate 7/ZA`19 ~ Project Name 2-3 r~
rspector Prnject No. CRP1 Ri D9?- EA-E-036
Weather a.m. p.m. Report No.
T+me Charged Contractor this Day - 1/2 ar 1 Contractvr and Ivr Sub(s) E11,e-
Qther Cvunty Personne! .
l~r
Equiprnen# List Hrs. Llsed Standbp
~
2 I I
3 I I
4 I I
5 I I
6 I I
Cantractar Personne! ClassifiGation fVumber
1
2
3
4
5
fi
Diary Section atn~.~~ _ 1&,-L
- - ,
. Pr1-V,~ c aAm.Z
~I~~ ~~_l~.~t~'►~_,.~Pk°.
,
ITEM pESCRIPTION LOCAFIDh9 UNIT^a QTY. QTY TO DATE INT.
NO.
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I I ~ I 6
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Signvng checked a.m.
p.m. INSPECYQR'S SIGMATURE
~
DAI LY I NSPECFI[]N REPDRT Pg, I_ of f
OFFICE QF THE 5F'QKANE CC]UNTY ENGINEER
ate TI~-l9Z Prolect Name
spectar Projeet No. CRPIRiD ~
vVeather a.m. p.m. Ftepart Na.
Trme Charged CvntractQr #fais Day - 1l2or 1 Cantractor andlar Sub{s) -T-/z~.d~Ap~z
Other Cnunty Persannel '
Z411-
Equipment List Hrs, used Standby
1
2 i I
3 ! I
4 I I
5 4
6 ~
Contractor Personne! Classification Number
1
2
3
4
5
fi
❑iary Sectian ~-ri~~• ~ ~w ~ 57`~
A27., Ce . 6)~~,~
l ~
I~~ DESCRfRTION LDCATIDN UNITS QTY. QTY. TO DATE INT.
' I I I I ~
I I I 1 I I I
5igning checked a.rn. ~
p.m. INSREGTOR'S 51GNATURE
~
r DAILY I NSPECTION REP{3RT pg, -1 -of -J
qFFICE QF THE SPaK4NE CC]UNTY E'NGINEER
ate 6f7- tI97- Prvject Name
ispector 5*r
Q,k` Project N+o. CRPI RI Q~LEhd~-Ig 'k
yJeather a.m. p.m. Report Na.
Time Charged Con#ractor this Day -1i2 ❑r 7 Corrtractar and 1ar Sub{s}
C}ther Coun#y Rersonnel
Equipment List Nrs. Used Standby
1
2 I G
3 I l
4 I ~
5 I I
5 I I
Contractor Personnel Glassification Number
1
2
3 -
4
5
fi
Diafy SECtI[]n ~~iciu_, . Azaer.xl v-~
ITEM DESCRiPTIDN LOCATION UNITS QTY. (7TY. TO DATE IN7.
NO
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5igning checked a, m.
p.rn. INSPECTOR'S SIGNATURE ~ '