SP-1183-98
CLARENCE E. SIMPSON
i&Jimpson Pnglneevs, In~,a 1901-1987
RICH'ARD L. SIMPSON
CIVIL ENGINEERS AND LAND SURVEYORS CHARLES,E. SIMPSON
FOUNDED 1946
Licenced in Washington and Idaho
N. 909 Argonne_ Road Spokane,. WA '99212
(509) 926-1322 Fax : 926-1323
February 17, 1999'
Doug-Btisko-P.E.
Spokane County Engineers
W. W~26-Bfoadway. Ave~ue
Spokane, W~ .49260
Re:' Private-Road- 1:1-`L-C. ourC813,- rY83-98- antfiSP- rt$6;-98
Dear poug:
1 am .tcansrriitting the.,following information for the private, road caUed-1,1h-eouR- which
eoRneeted-tQPFOgfess-Ao,ad:-
'serves-SP 1483-98~$ed-S►P 118"&-a~d4s:-
1. Copies of inspection reparts and material testing, results'. (These copies vaere
gttbmitte& dat-ing-fbe oonstuetkle-per-od.l
2. As-built map of roadway with improvements as of January1-1, 1999.
3- L-etEeF WAEl1E. Eonstruetke-aed-MateiFials; abotst ne+_ROfi€ying EngineeF of4N~ner
on day of,paving.
4.- betw o€Fesponse €om-AEM0F_- dated- 2/ 14/1g:
The work-which needs to he-completed this spring is planting grass in "208" ponds and
et~giRg-taeetrb-op+e~~s-~~laa►-~s-~o~e}lew $-minrmtm openmg 0_€'twr-fe0-at'~ the
gutter line instead of the one foot as constructed.
Wrth- AC MUs letter. o€ Fe spor~e hereby aeeepf this-private lane-to. be-tr~ed.
Sincer.ely,
Eharles-E. Simpson
Civil _Engineer.
I 6e; i~ 1;ngineens, Inc. CLARENCE E. SIMPSON
m~son 1901-1987
RICHARD L. SIMPSGfo1
CIVIL ENGINEERS AND LAND SURVEYORS CNARLES E. SIMPSO(d
FOUNDED 1946
Vicenced in Washinqion and Idaho N. 909 Argonne Road Spokane, WA 99212 December 222 1998
(509) 926•1322 Fax:926-1323
A1 Hughbanks
ACME Materiats and Eonstruction
802 N. Fancher Road
Spokane, WA.•99212
Re: 11`h Court Barnes SP 1183-98 and SP 1186-98
Dear Al:
AC11+4E tias a contract with-BarQes Construction to funush and place crushed surfacing
aad asphalt cancrete pavenient an 116' Court, which serves SP 1183 -98 and 1186-98.
The crushed surfacing was placed- and density tests passed on Novernbef 9,-1998.
On Friday November 20, 1998 County inspector Eric called our office and said that the
Cocinty would not allow ACME• to•pave-a. County•Project in• the•vicinity of Barnes-project
due rainy conditions and the temperature being below 45° F,. I called Gary Barnes and
stated-that IFdidn't want-any paving-oa hi9•projeef -with those conditions and Gary tokl me
he had already talked to ACME and they were holding off until the weather icnproved.
About I 1:00 AM. on Monday NoveFnbeF 23; 1998; CCary -Barnes •came to our office and
statedhe had just driven~ by hts project and ACME was just -finishing roUing the paving
oa 11'h. Your firm did not contacc the owner or our firm about paving. The temperature
was around 39°F which is below the recommended temperature in the WSDOT
specifications. I•contacted •StFata Inc.and they did density tests -on November 23, .1998
around 4 P.M. and had densities varying from 87.2% to 95.6% with the average of all
tests- at 90. 8%- (See •attached. density tests): I am requesting that ACME Construction and Materials extend their warranty on material
and workmanship-an extra:year since no•one-was•norified when•paving-was-done.
I am also recommending to Barnes Construction that they withold 10 % of the paving bill
until August 1; 1999 -at that ttme-all• parttes -involved wEll meet at Ehe site and review the
condition of the paving and make a detennination if it is acceptable or not. If it is
acceptable then the 10 - °!o -retained would be released to ACME Coflstruction and
Material.
Sincerely, ,
^ ~crY•J
Charles E. Simpson
Civil Engineer
CC Bc&,,nES Con=4v'c+%or)
ACM
MATERIALS & CONSTRUCTION
Concrete, Sand and Gravel, Asphalt Paving
"Equu! Op#xrrcuniry Employor"
AcMENtr,Ct OIJB
February 10, 1999
Mr. Chartes S fmpson
Simpsan Engineers
N 909 Argonne Road
Spokane, WA 99212
RE: 11 ' Cvurt Barnes SP 11$3-98 a.nd SP 11 86-98
Dear Chuck:
As per your request, Acrne 1rwlaterials & Construction, witl extend our warranty by one
year on the abQVe-referenced praject. Therefare, our warranty period will extend ta two
years from the date of completion.
Acme will also agree that 14% ofour biIl be retained by the owner until August 1, 1999
at which ti.me aIl parties will rrteet ta review the pavement caaditions. If these terms are
not acceptaUle, please natify xne as saon as possible.
7 S' e
I~ug~x s
SF{1k3111' Richland Rathdruan
C.O. i3t,x 2703 935 W_ I.a►:ey 8805 W. WV,,nti1r1L
4rt&wn4,WA 99220 Richlarni, WA ►3N3i? Rathdrum, jLI
009) 537-3081 (509) 946-41il QNS) 5y7-521
~
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► 20 ; I.L;~ ~
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20SP 1186_98 ~'2~ na e Pond
' ' Bottom of nd ~ i I
Elev, 2013.5 i 10 ~
Area = 443 sq. i 30' 1
. CONDI110N o 0 o R
~ D ~o C ..o ~a A +
• • • i ro
o aW mW aW i ao
o ~-_a°o ~ ~
i' N N
WC 0
~ 137
0S / ~
cv i g ~ 14q
075.8' ' N 20-'5.07
.oo e , 0' 145 ° ~~!~5 ~8 . 7
o p
~ 3667 37. 5~• +04 b rw
$~.~3~E34 (5.43
~ o 7 - o
44
5.57
134 .50
- ~ - ~
Utility Casement-~ ~ , i •9 ' 72 ~ o
q 2
075.17~' i i a
. , • ~ Q
o ~ o o
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a o o
o a o o o I ~I d
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W
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i i
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Bottom of ~ nd i a
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lev. 2073,5 i ~
SP 1183-98 Area = 38 ~ q. zo'
~
80.00 80.00 80,00 82.48
S89'59'27'W 322,48 ~ ~2t
(509) 891-.2012 P". O 1
t. peC-29-98 02:22P Spokane
STRATA, . G.eotechnical Engineeriug & -ARateri.als -Testing
1620: N. I1Rmer ~Road, _ #C.100
Sgokane; Wasliington 99216
(509) 89,14.904 FAX,(509) 891•2012
TO:
COMPANY:
FROM: ~ c~ -
REGARDING:. ( I PC ~xtot' S S-
LL DATE:
~
WE ARE-'SENDIING YOU: 0 VIA MAII.. DYIA FED.'.EX
,~A FAX FAXNO: NO/PAGES: ~
;p TEST RESUL-.TS- Q,SAWI.,ES 1~yl[~EPORT pLETTER ❑PROPOSAI.
THESE ARE'tRANSMQ'TTF.D AS -CIMCKED~IBELOW:-
Q, FOIt'REYIEW/COMMIENT, C] FOR YOUR USE C REQUESTED
p FORAPPROVAL O .
NESSAGE:
COP_Y TO: SIGNED:
lfeACta=m are"nol, aalisred ptean Rodfy us ar on- m.
509 ~~891 , 2012 ~ •9?'. P. 01
DEC- 29-1998 14.:31 - '
Dec- 29.-98 O`l : 08P Spoka•ne ,(509 ) 891-2012 P_02
. ~ ,
,
Stra:tol,, Ilnc.
Pro'ect:DaflyAeport
Mr, Ga .ry .Bames
Bames Ccnstruction
,PO 8ox 122
Liberiy Lake, WA 99019 _
'Project ~Namc: 1 -t th Cuurt Addition,
Date: Novcmbrr 9, 1999'
Client-No.: BARNCO,
Project No.: 59801 A
.Daily'No.: 03197
Pernnit No.:- unknown
• inspection: Compa~ction
Personnel: Roy 'Shuan
Pagr 1 of2
'Narcative: Arrived oa site fo check.compaction at random locations,on 1 I,th Gourt. Ser
field,density ~ teport~,for„conzpaction-.data
Sincerely,
' S,TRATA,;INC.
I~?c~c~ li1 -
. Rick, Woodworth
Testins. Serviccs Manager
Dutrib. udon:,
,
~
-
~
- ~ OEOVFCM1iICA1 EIt&MEfi11M0 •'YATMAi ti tE6fING
-DEC-29=1998 13~ 1? '509 891' '2012 37i P:02"
Dec-29-98 01:08P Spokane (509) 891-201.2 P~.03
► ~
Strata,. Inc.
Field --Density Test. Report
RcpertNa. .U3 l97 Page 2 uf 2
Project: 1,11 th Couct Addttion _ 1. Project No.: _HARNGO-5980~1A_
ly, Cloudy I,Test Method: _Nuclear
Daie:~ -November.9. 1998- ~ Weather; Part
Ptrsorcnel: Roy Shunn
Gencral.Ccintractor. ',G:F.:Bames Supe'rietendet+t Garj► ,
Earthwvrk Concractor: . Foreman: ,
Tesc Tcst Location. r Clcrrstiae_!.- PmcMr "Pmbe Test Moisi- - Tcst,Dry Pcrecnr Rerrwics•
Numher Numbcr Ikpth 'Contcnt _Deasitr, pcf C,c►mpACtion '
1 Centcr at=cul,de 9ac. SH ,;t. 4" ' 18 131:2, 95.
-2NoRh side of cuf de sac. SB 1 ' 4" 4.4 130:1 95 - ,
3, West,sicJ~s ol,~cul de sac. SA ' I 4" -5.6 13.0.9 'J5,
" , 4 -South side of cul.-de sac., SB t. 4" 381 130:9 95
• S; Eut side,of,cul de sac. SB A 4" 5.1 ' 134.5: 97, '
b 175' west of Progress; lett of SB ' I 4" 4:6 133.9 97
centec liri e: 6 100' west of Progress, rigkt of SB 1 -4" 3.0 130.6. 95,
center liae. _
.7 -20'~ west of Pcogress; icft of eenter S8 l 4" 4.4 132:0 ' 96
line.
Proccor Numbcr ~ Soil Desceiprion ' Maxifnum Dry Optioium -Mni'sture Method
Uensiry C6nt6t Staadard/Modified
- l ~ Acmc 'S/8 M A 38.0_ Moditicd ~
M
~ - N ~
°!'G = Finlsh Crode 13G =-Below-G.ade SC = SubRrQde BOI' = Bouoni offootinR
~
s e r'?t aT a
GtOTFCwMtaBMpiNEfRIMO ~ it~Tlfluittl,~Ct~G
DEC-49=1'998 13? 17 505.891 2012 9.7i P•'03.
Dec-- Z9 - 98 O 1: 08P Spoka ne (509) 891- 20'1-2 P. 04
, • , - ~ ~
`Project Dsily Ropo.rt
'Mc. Gary Barnes
Sainet.Coastructian
PO'Box 1.22,
Liberty.Lake, WA. 99019,
Project Name: 11 th ,Cour,t 'Additioa
- Nte; , Qctobec-27, 1998
Client No.: BARNC4-
Project No:: S980IA
Daily. No:: 03,179
, Perndit=-No:: unknown
' IInspection: Compaction
Personnel: Roy "Shunn
'higc Lof I
'Nariative: Arrivcdon -site to ~recheck ;.compaciiow at random locations, on; subgrade of
l l'th Court. See field. density°report br cdmpec'tion- data;
Sincerely;,
'STRATA, INC:
&J
Rick Woodworth
Testir,g Services- Manager
~ Distri6ution:
.
; ~S T R ~ i a
~ 6E01/6,1wCAL E!iGuYEEt1IN0 • YAtERiAL9"iU fiMG
DEC729-1998 13:17 509_ 891 2012 9?%P•04
. D'ec-_29=98 01:09P Spokane (509) 891-2012 P.05
StY'ata, InC.
.Fieid Dengity Test- =lteport
aeponWo. 03,179 Pagc 2' ,of 2
P,roJect: llth Court Alddition ProjectNo.: BARNC0-5980:1A '
Dete:, October 27'1998 ~ Weathcr. :Ovacast ~ Test Method~ -Nuclesr
Personnel: -Roy,Sliunn.
General Contractor:* Ci.F. 8arnes ~ Superintenderit: Ga .ry
Esrthwork Conttactor: j Foreman:, Tcst Test Locatiow Elcvattion • pwcwr Pruac Ttst Mourt Tcst Dry Pcn.~cnt ' Remarks Humber -Nuinbec Depth' .Content•!Yo _DewitY pc[ ' Gompactioe
,I 25' west ot Pngnys, ltft of centet ,SG' I " 8" 4.7- 136.4,, 99
Iine. _
Z .100' wesvof Progress, right oFSG 2„7 132;7- 97
_ cented Une. ,
3 1SO' wcxt uffrogress.,center line.- , 'SG. I 4.3 132.0' 97 '
- -
4 North'side'of cul•de;sac. SG Y 10.2 130.0 95
5 Wesrside of cul-iie-sac. SG 1 -8.. ' 4.7 133.6 98
6 South 9ide of cut-de-sac. `SG I 3:7 131.6 96
. - , - -
. ,
ProctorMmbcr 9oi! Uescription Maximum-D ,ry Optimuni Moislurt .Method-
nensity Content- Standard/Mudificc!
. 1. ~ Dark Brown Sandy, Gravei: + 136:5 M 7.5 ~Modified
~ ~ .
° F.G = Finrsh Gruclr QCi = Br1uw,Cctrde llSr •~.SuhgrQde BOF-=-l;0oM oJFooting - ~ _
5 i r~ ~ T a
A 010haMrIe4E461Meea104r. . M.ren1&ce TesrU4
DEC-29-1998 13:16 509 891 2012 96i P.05
Dec-29-98 01:09P Spokane (509-) 891-'2012 P.0;6
. , ~
, v
StrBta,-Inc,
.Project D►sily Report
Mr., Gary'. Barnes
Daines Construction
,PO Box 122
Libet,ty Lake, WA 99,019
'project Name: l lth, Court Addition
Date: nctobec 26, 1998
Ctient, No.: BARNCU
I'roject No:: 59801A
Daily No.:l 03153'
. -Permit No.: unknown
~.Inspection: 'ComPaction
Pcrsannel: Danny.Sclimitz
'Page l of 2;
Nairative: perfonned : in place -field 'density, tiests along, 1'1 th Court, subgrade ~ elevation..
Test results raoged.,froin s9% to 95%o of:proctor vatue. See, feld density.
rcportfor locations.and results.
N01E: Conttactot tiotif ed of low" test Tesulls= and will, rrcompact failing.
dreas. Cornpaction, tests,willbe,re-scheduted.
-Sincerely,
STRATA, lZVL.
Rick'Woodworth
Testing,Services Manager
Di§tribution:
~
~ 'Q80*K!!N!C~l FNOIM~tAlNR ~ YAT@AlA~S'r63TMG
-DEC-29-1998 13: 18 509: H91> 2012 9?i 'p, 06
Dec-29-98 01:09P S'pokane (509) 891-2012 P•07
- Strata, ;Iac.
Fielcf Density Test Report.
Rcport No. '03 l S3 Page- 2 uf 2
Pruject: 1 ttb_Court.,Additioe- ~ Project No.: 8/IR~NCO-9,9801A
!Date:- October 26,1998 ~ Weacher. Sunny N Test- Method:* Nuclear
Pcrsonnel: Danny.Schmitz _
_Geheral,Codvactor. O.F. Barnes I'Superintendent: Gary
" Earttiwork'Contraccor: - - M Foreman;
TeA 'I'cit Lacatinn - Ge_r4tion • Pnxtor 1'tobc 7'cst MoI3t TeSt Dry !'uccnc Rcrlieclo
,NumDer - - , Nulnber Dcpih' TCqotent,Yo Deasity pct 'Cnmpaectoi+' -
I 21-west of' Ptogress..along H th SG I 8" - 4.7 123.2 90'
. Couct..south sidc. _
-2 100' wcst•uf Eesttt l-,; north,side. SG I 8" 3:8 125.4 92
.3 10,0' west,of test!#2, south 9i& SC, I 8" 4,9- 128.7 94
i
.4 66'- westvf;test'a2, south.sidt'ot' SG . I- AU 130:2 95
cu1-do-sac.
S 60' north' of test, 44;. north 'side of SG ; l; 6: g ' 1'2 1.6 - 89
.cul=de-sac. -
6 Reiest-42. SG, J. 4.7 130.2 95,
. - ,
, - - ,
.Pko.ctor Numb& Soil Description Maximum.,Dry Optimum, Moistun: Method
Densiry Content. SwndardlModificd
T ' Dark Brown Sandy. Gravel 136.5 ~ 7:5 ~ _MMifed',
~ - - - ~
' FG =-,FfRftjf'Grade !3G = Be.lowiGrode -.SCi a:SogrQde ,DUF a Boltom nJFooting
~
s i R a i a
~ Gro►ECmcCAl E►eC, r[t+siMr, &YATERU1ef T8911N0
;DEC-29-1998 13:18 509 891 2012 96i. P.,07
'Dec-29-98 01:09P Spokana (609), 891-2012 P:OB'
Ste-ats, Ici~..
'Project. Diily Report .
Mr. Gary Barnes
Barnes, Construction
PO Box 122-
Liberty Lake, WA 99019
Project Name: t lthInd Prugess
Dale: August 28, 1998
Clicnt No.: BA:RNCO
'Project No.. S9801'A
D _sily No.:. 04681
'PerYnit No.: unknown
Inspection:, Compaction
Penonnel:. L- ouis Reedy
.Pago I of-2
Naitative: Atrived on site, to test compactioa of.-backfill, placed over the. san'itary sewer,
with,.results-indicating;;campaction, rangiri~; from y3% to 9,4%, excceding, the
specif ied 92°Yo minimum.
'Sincerely,
STRATA, INC.
Rick Woodworth
Testing, Services Managcr-
Distribution:
O'
5 i R 8 e a
OEOTEGMMtC~I'EMO~seepixo •~•r~mu~,te~n»c.
0'-
DEC=29-1-998, '1T-18; 509 891 2012 96i P. 08
Oec - 2.9.= 98 •O 1• : 09P Spoka.ne '509 ) 891- 2012 P. 09
~
. Strata; .inc.
Field DensifiyTest Repa ct
- r RcpoR No. U4w - 11 P-abe 2' ur 2
Projcct: 111h and Progreics ProjectNo.: BARNCU=S9801A '
Uaie: Ausust.28. 1998 Weather. Ctear- Trst Method: iNuclear.
Pcrsonnel: Louis,,,Reedy
General Contractor: I"Superintendenc: :
EarthwoTk~Conhactor., I Fa'reman:
Tcyt '1'ext 1.0wion LIcwscion i+rocWr ' Pn,ba Test,M~ixt Tcst, Dry Petoene Remorb '
Numbcr Number Dcpih'_ _;Conttnt Dcn31
ty pcC Cumpnction
1 Sanitary scwcr;6ackfifL,,Sta 4±00 2 1,l2• l- 8.. 8.6 1,26,5 93
2. Sanitary sewec backfill, Sta 3+50 3' -1 . 8" 6:S ' 126.! 94
- - 3, Sanitary aewer backflt. Sta,2+50, 3' l$" 6.6127.6 ' 94.
• - - Proctor.Number -So,i1 Dcsc;0ption Maximum,Dry" '.Optimum MMsture Meth(fd
_ Dcnsity• '~Lontent 5tmdard%Modified _
1 - - 'Rrown -Sandy Gravel - - - - ~ 136:5 7.5 ~ 'oeirka
I I_
• Fr i Finisli Grcde. DG. =-Drluw (;iode SG =.Siingiade. BOF =_Bottem of Fonting
~s T R e~ T a
~ GEOVECWHttAl ENGiMrrur~ t'~~fqma~G EfKG
DEC-29-1998' 13 i9 509 891- 2012 '97i ,P. 09
Dec=_29-98 01:lOP Spokane (509) 891-2012 P.1,0
, • - _
.Strata,,Inc.
Pcoject'Dsily Report.
Mr.,Gary- Barnes
-Bames Cons_truction.
'PO B.ox 122
Liberty L ake, WA 9901.9
Project-Name: 11 th and progress
Ddir: August 27; 1998
C;licnt No.: BARNCO
PTUjrct No.: 59801A
Daily No.: 04664
Permit No.: uaknown
Inspection: Carnpacdon
Aersonriel: Louis Reedy
Page 1 of Zl
Narrauve:= Arrived 'oa.site to retest areas not,meeting the specificd 92% on Au~ust '26,,
1998. ReLests indicate conapaction, of 95%.
~
Also tested compaction of backf ll ,placed; over the isanitary scwer line with,
resutts of 96%.
Sincerely,
S17RATA, I1VC.
~ .
,O
Rick Woodworth
'I'estins, Services -Manager
" llistribution:
~
S o R a piOTECMMtCAa CYOiNE811ihG • YA1`Y11,3 IflTiN~
'DEC-29-1998 13': 19 505 891 201-2 9?~: P1•10
. Dec-29=.98 01=: lOP Spokane (509) 891-2012 P. l l
`
. .
'Str'atA? IDc.
Field ]Density Test Report
Repvct No. uaGVa pagc i Or.2
Project:. 11 th,and Progress r Project No:: BARNC0-S9801 A '
Oate: _Auguit;,27; 1948 I'Veathcr: Clrar ~ Test Mechod: - Nucle.v
Personnel. Louis ELeedy _
aeneral.Conhactor. J Superintcridcnt: :Eaishwotk:ConKactor. ~ Foreman:~ ~
Test Tat Loauion Gevabon • 1'roctor Ptohe, 'Tcss Maiet 'Pest nry Percent Remarks' NumDsr . Numbcr Ocpth, Contenm Iknziiy pcf Vnmpnation
fA Satita .ry' sewer b9ckfill, Sta 2*75 -6' 1. ; 8" '6.0 130A 95
-24 Sanita"ry sewei backfilt, Sta 2+25 - 6' 1 8" 7.5 129.7 95
3 ~ Senitar.y scwer backfill,,Sts 4+00. 4' t - 8" 6.3 131.0 96 '
Pr.octoiNumber 5oit Uescription Maximum Dry- .Optimum.Moi'sture Method nensity Content 5tand►nl/Muililic:d
~ - ~ 8rown Sandy Cravcl 136.5 7.5 _
Modified ,
_ _ .
• FG ='Flnlati C,~ade BC = fJelnw f;rede SG =,.Subgrode DOF'= 8o110m~of .Footlng
A_
S i i a~!
~ QE0IHCNMI[AL !MG[NEERIaIQ ♦ IIMAiAIS 1EfTIMO
DEC-~29-1998 13 : 19, 509, B91 2012 97i "P.1;1
Oec.-'2-9 -`98 O 1:,1 OP Spokane (.509) 891- 2012 P. 12
• , -
Strata,IQC.
Project,Da'ily Report.
Mr.: GaryBarries
Barncs-Construction
PO; Hox :t22.
.Libcrty,Lake, WA .990_19
Project-Nacne: l lth~ and Progress
Uate: August 26, 1998
Client No.: l3ARNLU
Project,No.: S9801A.
Da'il'y N.o.: 04650
-Peimit'No.: unkaown
• • Inspection: Compaction,
~ Pcrsonnel: t.ouis Reedy
Page -l-:of Z.
Nanativc:- ,Arrived on site, fo .test ,compactioa of ;backf'ill. placed -over the.sanitary sewer,
line with results indicat'ing; compaction -tanging 11rom -~~_..01/6- to 92%. Thpse-
areas not meeting ihe specified 92% were ieporteci in the field to• the
contrarcor. No recompaction or retests were done at, tliis time.
Sincerety,
STRATA, TNC.
' Rick Woodwor.th
Testing Services Manager
Distributioa:_00^
5 e R ~ r ~
~ QEptE~MNC~i ~~DtMEE~KC • Ma'F11u1! TESTU.G
DEC-29-1-998 13 :''19 .509 -691 2012 9;7% P.12
Dec-29=98>01:lOP Spokane (509) 891-2012 0.13
, '
~ Strate, [nc.
Field IDensity. Test .Report
_ RcpurtNu. 0465U pugc ? al'2
Project:_ _ t.t,th aAd P~ress _ I Project No.: ,BAEtNC4-S9801A ~
Unte: August.26; I998 ~,Weather: Cttur ~'I'est Method: Nuclcar _
Pcnunnel: Louis Reedy -
Gcrieral,Conttactor: I Superintcx►dent: -
Eatthwork Contractor:!- ~ Foreman:.
'I'cst•- 7act Lucatian - Elcvation-' Prorwr Pro1K Tcst,Moisl '1'cst Dry Peraenc tteauukt
Numka Numher . DcptA, Ccntent oi~ Dcnsi[y pc:f c,empsctiun
-I Sanitary; sewer ,backftl,l, Sta 3+30 6' 1 6.6 126.1 92
2Sertitary,sewer backfill, Sta 2+75 6' I 5.8 122.4 90
3 Sanitary•sewer- backCll. Sta 2+25. 6' l 8" 7.0 123:.6 91
. i
PcoctofNumber Soil. Dcscciption MisxlrnurwDry Optimum' Moistute Mcthud-
Dehsily Cuntcnt SLendnrciMtodif ed _
8rownSandyGiavel N 136:5 7.5. ' ,Modified
• FG T Ffnislr, GrQde , BCi = Below Crade SG = Subg►ade- 8.nF - Bottom of f oottng
~
~ o R A a
~ GEOTFCrHC~t fVONEEp~G •'YATERUt! fPt.ltMr,
DEC=29'-1998' 13 :-20, 509. 891, 2012 974w P.13
Dec = 29 =98, O 1- 1 OP Spoka ne (509) 891- 201,2 P.4
. ' " -
StY'1 ta, XAC.
Project Daily. ISeport
'Mr. _Oary,..Bames
_Barnes 'Constniction
,m.Box.122,
I:iberty LBke, WA 99019
-Pcoj cct Name: l 1 th'- and Progress
nate: August 20, 19518
Client No.: BARN'CU
P.rojcct-No.;, S9801 A
Daily-No.: 04636
Permit.No.: unknQwn
lnspcction: Compaction.
Personnel: T,ou'is R+eedy,
Page.14f 2
Narrative: Arriv.ed -on site to check coaipaction,of' backf 11 placed,over the :sanitary'
-sewer line. Cotnpadtion-tests *were- conducted;.and 0' to 6:5' below gmdeJn
the P13' fill with results -indicating compaction of ;9at gradre, exccediag, the'
specified 95% aad 949/i at 6.5', 6elow &"rade, cxceeding, the specilird 92%0.
SinCettly,
S'I'RATA, INC:
4)0"v _
Rick.,Woodworth
• Tcsting~ Services Manager
Distribution:
<
~ .
T, 2k.
' OEOTECMN►CAl EX41A6ERUNa s W•TEnNU A 0 n#u.G
DEC-29-1998 13:20 509 891'.,2012 "96i P.14
. Dec,-29=98 01:11P Spokane (509) 891-2012 P.15
. ,
. Strata, Inc.
Fietd Deasity ''est Report.
_RepuK Nv. 04636. Page 2-uf 2.
Pcoject: '11'th and:Progress - Project"No.:_ BARIVC0=S9801A
pate: Augusc-20, 1998 Weacher. Cleaz Test Mechod: Nuclear _
Personnel: Louis Reedy- _
General Conlractcn ~ Superintendent:_
'Earthwork- Cvntractor_ -Foreman-
Tcg Test Lonttan Elevatian • Pioccor• 1'toee Te9t Moisa 'l'asc Qry I'crcent Rem,uks '
-14un16Ci Numl+tt Iepth Content'% Uensiry' -rwf Compection _
1 Sanica .ry,sewec,baclcfiU, Sta 31-25 fG 1 12" 6.0 131.4 96 _
2 56eitBry" ':scwct'backfill, Slra 4+25 1 12" S:R 128.2 94
~
,
~
~
Proctor;Numbcr Soil-Description Maxirnum Dry Uptimum Muisturc Miched .
Densiry _ Coaknt Standard/Modified
Brown Sandy"Gr3vel ~ 136:5 M 7.5 ~ Modified
- ~ - N ~
' f'Ci =-Flnuh Crade OG = Qilow Grade SG-~.SubArade BOF =13utlum of Foozin~
I.
s i R. `ek i ' aa
- OEOTEOMMrOAt ENOiN6EpIN0 & VATERIAlB IE9T11rC
~
DEC-29=1,998 .13:20. ,509 691 2012- 974 P.15
, Oac.-'29 - 98 •O 1: 210 Spok a ne= (509) 891- 20-12 P. 16
,
Strata, Inc.
Pco ject- I)aily Report
Mr. Gaty 8ames
Barnes Coa9truction
'P O,Box '122
T:,iberty Lskc,WA 990:19
Pruject Name:. 1 fth-und Progress~
llatc: August 'I 7.; 1948-
Cliettt No:: 'BARNCO
Project-14o.: S'9801 A
Daily No:: 04553
Permit -No.: unknown
~ Inspection: Sampie P/U
peisonacl: Roy Shunn
-Narrative: Obtained ; one sewer liae- backfill,material sample and transpocted tio Strata,'
lab for testing per AS'['M;D-1,5.5'7,:Modificd Proctnr.
Sincerely,
S."!'R:ATA,INC.
ltick Woodwocth
- Testing _ServicesManager
Distribut'ion:
~
. 5 0 R A e 3
~ OEQ?EGhYfOALQNOrEtui~i; ~ ~ww~f azw4
DEC-29=i99813~20509 891 2012 97i :P.16
Dec-29-.98 O1.:11P Spokane (509) 891-2012 P.17
, ~ 1 ~ ' ■e~a ~ ~ , . ~ _ .
M`7 I LRGj ~ ~igM
0:0 5.0 10.0 15.0 20.0 25.0
, 150
1- ` , i • ~ .
140~ -_..z.--• , , . ; .
N
. ' \ • . :
; ~ .
06
,
' ~ZerorAir Voids Curve (SpG 2.8)
cc m
130 .
~ . • ! ,
a
Z 120 . : . . . ! , . .
wn
a
• ~ ~
+
! ' • i ' \
~
~ 1pp . . . . , . .
~ , .
~ . 7
90 , • . . - I
~ PRO-.JECT NAAAE:_'99tlt AND PROGRES;S
w 'PROJECT N,U_M BE R: BARNC04.9801 A
Q~. OATE SAM.PAugust 17, 1.996 I
DATE TES~TED: l~uguet 17, -1998
~SARIIPLE LOCATION: ,sewer line backfll
SAM,P,LE 'OE;PTH: slockple
SAi~P-LE DE~SCRIPT'ION: dark brown sandy GRAVEL ~
m MAXIM UM DRY _,D,ENSITY: ,130.5 pcf
013TIMUM AAOtSTUR,E,CON,TEPIT: 7:5°!o '
v, ROC.K C,ORRECTED AADD: 142.5 pcf(2-2% reta'ined on,314"sieve)
m ~ TEST AfliETH00': ASTM 0-1557, C- SAM P LE NO,: S L04t 93
PROC'TOR'TEST RESULTS
0 s i R a i 2►
;e- 0lOTBCNMIGLlW1MBdtINO 6"TEalAt! T88'flNa
PLATE
'DEC-29-1998 13:20 509 891, 2012 97% P.17,
~
S P O K A N E C O U N' T Y
DIVISION OF ENG04EERBNG AND RoADS A DMSiON OF THE PtTBLiC WORKS DEPARTMENT
William A. Jotum-, P.E., County Engineer
December 21, 1998
Gary F Barnes Construction
P 0 BoY 122
Liberty Lake, WA 99019
Re: SP-1183 and SP-1186 (11`h and Progress)
Dear tilr. Barnes,
Please be advised that the Construction Division accepts the quality of construction of the
followiaig system components.
.qll mainline sewer pipe, manholzs, and side services stub-outs loeated beneath
paved roadways within the platted boundaries of SP-1183 and SP-1186.
The above acceptance will allow the County Utilities Department to establish a one year
warrantv period. LZtilities tivill begin this period when all as-built drawings, O& M
rrianuals, easements, and other related system components lave been satisfactorilv
provided. Anv additional defects observed in the system during the warranty period will
be brouaht to your attention bv the Spokane Utilities Department.
Sincereiv,
Erie Atkinson
Field Inspector
c: IStilities - Gene Repp
Vern Jac-vis
File
1026 %V. lirnaGOVay Ave. • Spokane, WA 99260-0170 ~ (509) 477-36A0 FAX: (509) 324-3478 TLID: d509)334-3166
. _ ~ . _ DAILY OBSERYAT1aN DtAFiY - • ~ ; ~ . .
. . . . . .
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• pec-29-98 02:22P Spokane (509) 891-2012 P.0-3
~ ~
FIELD DENSITY TEST REPOR ~
ltcport Nu.
!!rujc~l: ~ • Projecs Na:
. , ,
_ L/ - ~f: .~.y, . i/. ~ ~iu~►,ccs.S r. .
Dalr . f 8 03y ,e±t week:
/ .3~ . . . . ;OOi&6!- j
tAaetiun.u[ f;u: ~a,,~~ T• . . _ , _ . . .
(:encra1 Contractor lnpcrintcndeet:..
F,~rIRv►~kt'ent~acu~r: ~ Foreman,... . . . . . . - • -
ot Pcurlur Ptube' '1'es1 MuLst '1'c-rt UrY ~'rrccnt
Ni ~junber '1'at I~+cacinn, F.lev NuinOen Depllt" Cuuteiil'!~. Desixily yc[ Laiupactiuu , Kraack.
. , . . i
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4,.w K . ~y~ z 9 3 .6Li![t
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/-4S. . 7 9P 7•~
C)
_--`1' . ~3y. s ~ . ~a 8~ ~ _
' •Yr~~cta~ • Soll nestrlptloi~ ~Maximum ()ptimum ~ 4:11nipactlnn MttltuJ
Numher Ury Uearity M(siUUrc (:nntent Requlred ~StaaJi'nJ%1lwfifict!
. ~ -
~'Ccr~~a Etapn~ro~gcirc:~• . r~.tJ~f ~{~>>at~~rr: PaKc ~ a~ ,
~ ~ ~ ~ . . ~ . . . - . . _ . . J.
~ Sttata,,, Inc:.
I020 N Kvitec-Rcrttl, #C; I (X), ,Stwk:Mc, WA .y~12 fG
( SUi)) K91- I9(}a F:1x 0091 RN V,-2O I?
DEC-29=1998 14= 32 509 891 2012 97(i P. 03
° Dec-29=98 02:22P Spokane (509) 891-2012 P,_02
STRATA PROJECT OAILY REPOR i' 03,27.9
Pr'elinninary. / of L
Project:- ~ T~~~~'a~'-~ Ciient No: ,,&aj G._U. . .
Project Address: . ~/r ~ ~ . Project No:'
Date:Permit No: , . _
Codes Project Tm~ eMob' Time RAiles Per Diem Lodging
~ - From To Hours From To, Hours. 8 l. D $
~ :.>a~~ . - - - _
EQUIPMENT ~Nuke:Mobile Lab: Totiq6 e Wrench: Rebar Loc:
Other,(descritie):~...... Weather:
loe
Approved Plans on. Site: Yes No Date: . Architect: .
Type -of Testlinsp:-. .
,Deficiencies: . , .
Action(s) Taken: . ~ , . . .
~Results. Repor.ted to: of , ,
of
Narr,ative:. ooo.,~l~~v<<~ 4m_x,~e4.e _ ~~t~ T~a~'
~ ~ .
_r' OPc.r.s~ri~.cJ ~'_ZT....p.l,/~~~e ~ ~G.._~~ y~ ..~t•~►~
Lv
• , . _ . a
S ple Type ~
~
Mix No. I ) S1ump ~ ~.Mix 7emp, °F
Ticket No. %,Air, ~ ~ - Total, Yd'' ~
Truck Nq. T,emp, 'F Truck'Yd'
~ . , . , . ~ • ,
Sarnple(s) -Obtained:
Descriptip Locatio~r s
~
- - Strata Representative _
? . _ _ _ _ - - - - - - Rtceiv
ed By; _
DEC-29-1998, 14=31 509 891 2012 97% P•02
FIELD DENSITY TEST REPC"'
R~~ rro. 3~s -7
_ Pcnjecii , / / ~u~•.~ ~ ~c.~~~.~ Project No.: S f~QQG.
-Dnte: - S - $ ~ Day' of Week~y~f.j . WLa`thei ~Y Ttsi -Method: e
Location,of Fill: ~
- /;,of ! 4 Le ? S~ /s~. ~ .
Gerteral Contractor:, 8uperintendent: ~
Eacthwork Contcacior: Foreman:
Tes! . Pcoctor Probe TeBi -Moist Test Dry Per+ceat
Number Teat•Locetion Elav- Number Depth Canteat ,;6 Density pcf Compaction Remarks
. ~
e. r-..f t-i, C,
r_~. s ~ ~ l / , -S s s ~
, IV S• 5..~~ J-t .:44-c:,* /.~G. S ~S ~ / r • S. ~ c d ! /a!'i r Le /y~%, F7 _
~ ~ c _ . y ♦ ? . ~ S 7
~ ,~a ~ ~ sr
-7
Proctoc•Numbec ' Soil Deseciption Maximum Optimum. 96 Compuction Uethaf -
~ Dry Density' Moisturc Contont _ Required St6ndard/~[odiGed~
~l~►~~ ~u ~.~f ~ G ~S ~ S^ ,Q - S S 7
~
~ ~ -
Strata Repr+ese,aiativz:
• , .
~I
Strata, Inc.
1620N Mamer Road, #C 100, -Spokane, Wh 992_16,
~ „96 (509) 891'-1904 'Fax (509) 891-2012
. ~ C~ ~1'. , . , • G,P~~~1.~~/~CA~4.~fi
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. r"_"*'FIELD DENSITY TEST REPOcT
Report No.
'Pcoject: t-4 - Ce ..t j ~Q,tJVr T' / 0 OJ Pcojaet No.•. fR
Datc: ~_~~J ~ 5~• Day of Week: j[.j, e_ Weatherp~V,c Test Method: AJ
I.ocation-,of Fill: /4 ! - S
- /
General'Contcsetor. SuQerintendeat:
F,acthwork Contracior _ Fonmen:
• ~
't'est Proctor Poobe- Test. Moist Test Dry Pee+cent
'Numbar Teyt'Locslion E1ev Numbcr .Deptb Conteat 46 Density pcf Compnction Reri~arks
.
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Dry Derisity~, Moiature Cantent Required Staada[d/i~toditied ,
I Di?v z.'). 7. S_
Rep - 'Signatu~re: . ~ Page ~of',~
5tratii cesentative:
. ~f / .
S1620 N Mamer Road, ,.,#C 100,,Spokane, 'WA 992 I 6
1166 (509), 891=1904 Fax (509) 891=2012-
. ~ . e ~ - ' • ~ o.
. .
. ~-Im"ITIELD DEN$ITY TEST REPO"'T
Report No.
, Projest: f ~ { ' • 4 ~ r ~ `1 rrr t~ , 'i ~ ( %1,1, Png c.ct No:.
Qate: Day of Week: Weather: Test Method: J-~ ( i%~ -
- ~
'Locadon of,F'dl:
f
~ Qencral Coatractor. Supcrinteed'ent:,
. J
.lacthwork Cuntr`acwr Foroman: ~
Test Proctoi Probe TeBt Meist Test Dry Perrent
Nu'mber Test Locadon Elev . Number Depth' Content• 96 _ Deasity pof CampacGon ~ -Remarks
A ~ yV
_ i , ' ' t ~ ~ ~ ~ , ~ ~ - . . _ , _
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_ J
_ Drq. Density, -Moisture Centent Required Stender~l~lucliGS!~,
- I ~ ` < t t IJ ? . , ~ f _ ~ I I •h ~ • ~ 1 r ~ .
. ~ ~
Strnta Reprtsentative: Signature: Page,;-of,~ ,
~ 1 -
StrataInc.
.
1620 N Mamer Road,..#C100,.Spokane, WA 9,9216
(549) 8914904 Faz (509) 991-2012
oAiLY oesER-YATION OUIRY .
_ . ~ • . ~ ' ~ar~!~S
- PRQJ ,
'son 1nqir ,zr-s, 4nc. PaoJECT No.
7/ .as. - ~►.w.
OIIY: l•J'e~l • DATE: 'WOft1~G FERIOO..L'~ ?O r.••: .
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Nuw6EA ANO GtASS O'F PEASOaaEL EMFLOrED:
~
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PAOJEC'T NO. 13 '(o --79
OAY:, M O N I>A Y OATE:, WV/9-5 WOAK PEA100~' o.~e. TO
wE~wTtiEA - I-}~OT TE~. t+ux 9 S°F: 1aiN ~8 PiLEGpITATiGM -
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kutilBEA ANO GLASS OF PEASOw1ilE6 EMPLOYgOs
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MAjOA EOUVYEIUT 'ON PAOJECT -
OESCRloTICtr - - - - ~ St2t/CA11►CITY ~ hAi C1EA. ,
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TRATA PROJECT DAILY REPOF'^;;
PYb"ect~:~ ' ~ ~•~G ~Z ~ ~ / _ 6f Z ~ . •
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Codes Project'Tirne Mob Time Miles Per Diem Lodging
_ From , To . Hours Fcom To Hours B, L D $
- _ ~ -
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EQUIPMENT Nuke: V Mobite Lab: Torque'Wrench: Rebar Loc:
OtFier,(descr'ibe): Weathet:
Approved Plans~ on Site: Yes No Date: Architect: -
Type- of; Te _st/,Insp:
Def ciencies: _
Action(s) Taken:
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rIELD DENSITY TEST REPOR
R
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Locavan' of FII:'•
General'Contcactor: , Superinteadent:
Eacthwock.Cgatractor:. ' Foreman:
Tesi• Proctor Pcobe Test'Moist- Test Dry Petceat
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° 1620 N Mamer 'Road, WC 100, `Spokane, WA 99216.
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TRATA PROJECT.DAILY _REPOF
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Date: ~ - . .R'- 2 -1- 5 $3 - Perrnit No:
'Cod'es ~ Project-'Time Mob Time Miles Per Diem Lodging
From To Hours From To Hours B L D $ ~
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. . , . . . :
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1620 N Mamer Road, #C100, Spokane,. WA 99216
~ ~(509) 891-1904 Fax. (509),891-2012
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TRATA PROJECT DAILY REPOF 1 of '8
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Type of TesUlnsp:- C'a•. c n v,~ ~
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Earttiwork Centractor: Frn+err~or -
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Strata, Inc.
1620 N Mamer Rnad, #C,100, Spokaue, WA 59216
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~
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1620 N Mamer Road,, aC100, Spokans, WA 992_I6
(509) ; 891-1904 Fax (509) .89.1-?0 l 2
~ OAILY OBSERVATION DUTAy
. . . ~ _ . _
Impsoh Eng!neea, Inc. PAAdECT YITLE
PAOJECT PdO. 13 6-75
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5095368300 ACME MATERIALS 229 F01 DEC 30 198 15:21
1~ n
ACAM .
MATERIALS & CONSTRUCTION
P O Box 2503, SpokaRe, WA 99220-2503
q Main Office Fax (509) 536-8300
CONTRACT'ORS MISTRATION 0 AC,MEMCCIOIJH
.9aai i~w & eo(74 6 -r
CONFIDEN77Mo
i
,
To:
~
~ Corrspany: • • ,
Phone: ~~Co - oz z ~
Fax-
.
,
Company: Acme M sl.s & Construction Company
Phone: (509) 536-308I Extensien:
Fax.• (509) 536-8300
; Date:
:
. Total pAges w/cover:
i Comrrzents:
;
/
~
C.-Wate • 19pe-
ela~17
~ 7lhe informolfart cw1almd /h th/s lacslntile messoqe fs tonfia'enttcl Infvrrrotion intended o* for the tess of the /ndiv/dwl or enlities
nomad abomm rf the neoder of thir msmgs ts rrot the lntwded neelpienf, you ere hereby ovfified t1rat any dlssttm/nartlon, dislribyfion
or oopy41W of thls aanmvnlcotion Is sA*tlf ► prohibit+ed. If pau have recelVsd lhls c+ommunicallon in error, oleose I,s,mmed;ately rrot;fy e►s
by ttlephane cnd nelwn the ort9liml mmage fo us ot the cbove Qddrass vfit the U.S. Pos1n/5ervlce. T)Safikrau
SEE ACME FOR OTtIER PRODUC?'S vVE SELLI
' •Concrete •Sand & Gravel •Sacked Produets
•Hardwwe •Fiber •Concrete Accessories
•Grouts •R+eeycled Products eAsphalt Produeta
spokaoQ, ww Spoknne, WA xaetiarum, m R;cbtsoa, wA
S4nd & Gravel Asphalt Sand, Grnvel & Aspholt Sand. Gnve1 & Aspbtlt
302 N Park Rd. 1204 E Hawthornc Rd 8803 W. Wyoming 995 W. Lacey
~ (509) 535•3081 (509) 535-3081 (208) 687•5213 (589) 946-4131
~ Fax (509) 922 T718 fax (so9) 467•5545 Fan (208) 687•1735 Fax (509) 943 9979
~
~ M~~ DEC-30-1998 15:23 ~ 5035368300 96% P.01
i -
, . 5095368300 ACME MATERIALS 229 R10 DEC -30, 198 15: 26
• ~ Aemi' e "
~ ~IYlaterials 8c Constructioa Compsny
P O BoY 2503.;Spokaae, WA 99220
(509j _535-3081 _
►
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CUSTOME'R 0004,71,2„8,`89 TO-N 5/6" CRUSH -
.CUS'TOMER NAME: q(M'E - 5 P 0 KANE
,14B,;NANlE: , M Z S C 1,9 9'6 TAX w a 313 ? '
JOB:NO::
,'TOTAL`'PO DaY:~ 0 01 TOTAC DUE
Ta'I`AL J0B=1'aDATE: 3 49.1'0 '
82,61 .10 DELIYERY INF.ORMA?ION: , P ONUtitHER:, -
, TONS; POUHDS- - METIttC _ - ' -
J. GROSS: 8.4 02_ 0" 0.0'02
TARE:~ 8 .-104, 0" 0.182 -
NET: 0.992- 0. 9.0 2
. ,
0 A.V E~ M'.
Mtra.n u a~l W e.i'h t ' WEICHTM115TER oItvEa-, eusroMEt , Wtimt.lis=v Qreon-GlWomct• Pinlc•in.oioa YeUow.File- CAllTION ON•8J1CK -
DEC=30-1998 i5~~28 5095369300, 1977i P:10 ~
~
, • 5095368300 ACME MA7ER -I ALS 229 P09 DEC 30, 1,98 15: 25
, . ,
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Materials & Construction -Cornpoy
pO sox 2503,aspoke6i, wA 99220'
' (509) 535-3081 . 9.766.14 '976616
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1, 11; 8 9/ 9'8 700 '93 8 Q S I N G I. F 2`1.1'10-0. ,
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CUSTOMfiR:NAME; A CME. S P 0 K: AN E
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. JOB N„AME: lq*Z S;C 19 9'6 TAX WA-3 2 12
JOB 8l01
. , TOTAL.TO;DAY;, 326.42 YorAL.ouF
Z'OTAL,JOB-'I'O=DA'Y'E: ..q 3q e . 61 "DELtYSRYINF.ORMATION.:
P_ 0-NUMBEK ~
' ,TONS POUNDS, METRIC - - -
GftOSSi 0. 0 02 8* 0, . 0 0'2 6- 2~5''0 7
t'aRE: S. 042- 0* 0. 00Z
N~; 0 ..002 0 .002
D,AVE M..
* M a ri u a'1 W;@ 1~g Kt'' ' WEICHTMASTER ORIVER CUSTOMER
wAlceWtt~mv qrfti•~cr 'Watc•involce Yd1o*F1la CAUTIONI ON itACK -
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5095358300 ACME MATERIALS 229 P0? DEC 30 '98 15=24
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40
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DEC-30-1998~ 15:26 50953fi8300 3bi P.05
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. :
549535F3e0 ACME MATERIALS 229 P02 DEC 30 198 15
i
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Materiais,$~ ~oAst ruchon CQmpany ~ - _ , • . -
P O.Bo3f 2503, Spolcsne, WA 99220, . .
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9979780997978
.
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'
JOB-TO-DA;TS. • ~ • • • . , ~ ~
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761 ~tb"~ ' DFA
AY INfioxiizwTIorr: ~
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~ TARE: 12.612 as2a~8* ;Z iy..4y&,~ .:u%?~►Okl 1 ! L Nf~t.,c S ~ .
, NEt~ 16. 142 . . _ .
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997y77 ,
' C199197?
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, CUSTOMER. 0121112147 e 151S9 'TON 5/8" l':LASS
CUSTOMBRNAME:,jqs:.t:AGML' - $ROKF~jqE''' : ~ ~••s• i.•'~, t ; ~~i . , ~ ,
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R o
a ~;~~~l .1~~A=i wA3:~3;:
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' TOTAL T'O DAY: 707AL DI]E
TOTAI. JOB-TO-DATE. 749 5 9 4, -tD.EMERY .1NF0 --RMATION:
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~ rARE: ' 28. 412 5682GD* . %•29. 177C 1 q:y f { ~
tv~T: ~,2. :532 2606i~0~► 11. 37$- ES
~ - 15. 882 [t L? %ft780* • R -PROt3RE6'S ' '
- ° • r.i,~'.t tli i "=~I.Iti t :t
Manva 1 We i aht 4•. ~ • ~ ~ , W~.~~i,~~STER DRfvER CUSTOMER T ~
~ 'whilm-~.' ' G~ecn'.G~t r:`,~•.~ Pietlc.tnlroloo'zA Ydl~vw~~e r-A§mnNfwsArr T •
DEC-30-1338 15:24 50953683@8 95% P•02
5095358300 ACME MATERIALS 229 F03 DEC 30 '98 15:21
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. ~ . ~3
- ~ . ,~.,"s •.~~.~e, -~r,.: ~ r 997976 0997976
604 S I IVGI.E 24051
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80.00 80.00 80.C0 82, 48;
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.
Existing rontour
1' _ So' .
$g~ Finisned Pavernent Elevct4on
~ "208" Pond Floor June 26,1998
Lroinage Basin Eoundary DRAINAGE MAP
~ Drywefl SHGRT PLAT 1183-98
3 Runoff Direction (Tc Patr) SHORT PLAT 1186-98
Building Cetbaek _xnE ~
F«.,e.o 1946
- - 10' u t il i t y Easemers t 6 i7ltpso'rt, EngtineeTS, 17tc.
4
10' Future acquisition Line C1VIl QVGINEERS dc LAND SURVEYORS
N.909 ARCONNE ROAD
SP4KANE. WA 99212 FH 928-1322
MIM
JllL-31=-1998 13 :--28 S I MPSQN ENG INEERS 509 926 1323- -P.:01!03,
~owcoo ive
~ impson ETt,gWers, I7tc.
iV, 909 Argonne.Road
Spokan8lNA 9921'2
Phone.926-1322.
Fax 926-1323
RK
Tor' D,o a:v e~-1 e.~+_
Pagem. (Induft,Cwer Shees) 3
. Foc
Re•
. . • _ , . ❑ Vool Fv_~ Rqytew O Ptvw*Ceani6ent [3Pi**i6' Rwpiy ~PerYoiaP Request
'~Co~neR~~ss
, -~1►~i s uje,rjZ
. ~a.l.I ~ 7
~
- _ . ~
I
. ,
tf yau received fiis hax i~ effor ptease caB.926-1322and'!et us krrow. 'Thank yau. - I
~
~
JUL-3i- i998 i.3 28 S i mP~ON ENG*i NEERS 509 926 1323 P. 02/03,
JOINT R~~ ~~D DRAINAGE EASEIVIEN'T
Gmator: A.L. Mcfdmmey
,Cr `rantee; G.F: 8arnes.
Assessor's Tax-Parcel No.: 45234.0704 - 234-:0703
'iHE, GR;AAiTOR, A.L. McKIMWEY, does haby, sive and gant to G:F. $8rnes Conwisctioa
and emment: for xoad and drainae improvenients, oireer, upon aad across the foltowing
describt~d propertj►:
~3eginmg at, tbe-,SE oorner of ~the South 128 feet of the North 138'~fee~t `of the, El/2; of Block ~163
of Yem as: recorded . in Yolume "(r of Plats; Page 30; thenc,e Alorth along the, East,line of, said
Block 163, 25 W; theace West, 212.99 fect tro a.point on s ctuve concave to the North, with z
radius of 47 feet, and g tetdisl - bearing of 168004220"j~, thence `Northwesteriy, Easterly 8nd
Southwesterl,y; through s.central aagle of 1'130,16'34", an, arc, distaace of'92.93 feet to a,poiat on '
the~.sotith tine -vf said Sauth,1Z8-'feet of theNoRh 138'feet of the Ell2 of Blo&.163; eteence East;
along:said 5outh liae, 322.34 fmt -to the: Point of Beginning:
Ssid easement shall be for the us+e and benefit of thm, cectain real property, legalty described'-as
follows.
That portion of the East h of, Tract 163,' af : Vere, as per Plai recorded in Voliaaae- "O" of Plats,
.Page 30, more particularl.y.,:described.as follows:
le& niag at..a poine on the East, line of said T'rtct 163; 138 Net South of the Aloctheast conrer
thereof; Thencse West to a point..in ttie.west, line-of the- East'/a of said Teact. 163,. 139 feet-South of
the- llTorth Iiae of,,said tract, Thenoe South-, alonig: the-Weat liae. of ~thw
F.ast, -'%Z of said Tract,, 1-66.
feet; Thence Fast to ap0iW iIt the Easi liue of,asid. Tract; 1-66, feet South.of the point,of
beginnia,g;1'henceNorth along the East line-of said'fract, 166 feet-to-ttie place of beginning;
Situatt in the County of -Spokpe, State of Washington.
Hereiuafter referrtd to as "Gtatttee's ProFerY"• this ~s-ement sWrun vvith,tbe land.
~
JUL--31-1998 13 :'29 S'I NIPSQN ENG I MEERS 509 -92b 1323 'P'. 03/03
G.F. ~arnes Construcdon A.L.,Mc_kangney
AC KNOWL EDGNIE N'Y'
STATF, OF V1lAS-11NGTON), S'S
oounrnr oF sQOxANEj
On xtiis dey af 1998. before me appeared, Temera M. '8arnes,
signer for C3.F. ,Barnes Con%tructaon. end A.l.. AlttWtnnmey as theAndividuels who'exe+cubed: the
withih and* foregcing instrument end, ackrtauuledged the~same to be tieir,free ettd voluntsr~l act
end' deed gvr~the; uses and purpose.s herein mentioned.
_IN .V'V1rT[tlES6 WHEREOF, i h~ hereur~o set my hend=ae~d,'aifi~ced my c~fficiat seel. the dey and
yesr flrst.ebflve writzen.
` fVfy, r.ommission ecpir.e.s: . .
WMry Rubtic'irt:.and qor'the Stabe:of Wastiington
Resi.d'ing et , Vbashinibon
TOTAL P.03
~ r
. ~
r
TRANSNATION TITLE INSZTRANCf COMPANY
NORTH 7 2 O ARGONNE
SPOKANE, WAS141NGTON 99212 RECE-VED
Prepared f or : J u N 2d 1998
SMNLEUM ENGiNEER
G.F. BARNES CONSTRUCTION Charge: $125.00
115 N. MITCHELL DRIVE ti 1jli'l h~'~'; ~ Tax :$10 . 13
LIBERTY LAKE, WA 99019 Total: $135.13
P L A T C
Certificate for filing Plat of :
SHORT PLAT NO. 118 3- 9 8
In the matter of the subdivision to be submitted to Spokane County for
approval, this company has examined the records of Spokane County Auditor's
and Clerk's offi-ces, and the records of the Clerk of the United States
District Court holding terms in said county. This certificate is made for
the purpase herein specified, and is not to be used as a basis for closing
any transaction. Liability is limited ta the amount, if any, paid for this
certif icate. From such examination, the company hereby certifies the title
to the following described land, in said Spokane County, to-wit: .
That portion of the East half of Tract 163 of vERA, as per
plat thereof recorded in Volume T'O" of Plats, page 30, more
particularly described as follows- ~
~l~ ~
BEGINNING at a point on the East line of said Tract 163, 12 f eet South of the Northeast corner thereof ; thence West to ~ t~
point in the West line of the East half of said Tract 163, ( 29)r~
feet South of the North line
of said Tract ; the South along
the West line of the East half of said Tract, 75 fee.t; thence
East to a point in the East line of said Tract ~ feet South
of the point ,r.a~~ .beginning; thence North along t ~ East line of
said Tract, ~'175 ,feet to the Place of Beginning YC'
Situate in the County of Spokane, State o Wa`g, ~g,
n.
VESTED IN:
GARY F. BARNES and TA,MAR,A M. BARNES, husband and wi f e
EXCEPTIORTS :
1. Taxes and assessments, if any, no search having been made
thereof, as to Parcel Na. 45234.0703.
Parcel Nos. are provided from the latest Assessor`s Maps
available to the Company. Said parcel numbers are not a
matter of the public record therefor, the Company makes no
assurance as to validity or accuracy relating thereto.
Page 1 of 2
1 (
Order No. SH218687
2. AN-Y UNPAID ASSESSMENT OR CHAR.GES, AND LIABILITY FOR FURTHER ASSESSMENTS
OR CHARGES BY VERP, IRRIGATION DISTRICT NO. 15.
3. AGREETSENT AND THE TERMS AND CONDITIONS THEREOF:
BETWEEN: Vera Electric Water Company, a corporation
AND: D.K. McDonald, A.C. Jamison, Andrew Good
and Vera Land Company, a corporation
DATED: April 25, 1908
RECORDED: April 25, 1908, In Book "H" of Contracts,
page 292
RECORDING NO.: 200528,
REGARDING: Providing for construction of ditches,
flumes, pipelines, etc.; erecting poles
and distribution lines, with right of
ingress and egress to maintain said pipes,
lines, etc.: and providing for lien for
unpaid charges for such service
4. TRUST DEED, ASSIGNMENT OF RENTS, SECURITY AGREEMENT AND FIXTURE FILING
AND THE TERMS AND CONDITIONS THEREOF:
GRANTOR : Gary F. Barnes and Tamara M. Barnes,
husband and wife '
TRUSTEE : TransnativrrTitie-&nd crow, Inc.
BENEFICIARY: ~ First Security Bank, N.A. .
ORIGIiNAL AMOUNT: -1-149, 250 . 00 DATED: April 22, 1998
RECOR.DED: April 23, 1998
RECORDING NOS.: 4213017, 4213018 and 4213019
DATED AS OF JUNE 12, 1998 at 8:00 a.m.
TRANSNATION TITL INSURANCE COMPANY
BY G .'1
For service on this order call:
(509) 922-2222 (FAX) 926-1519
Sean Heath, Title Officer
sc
Page 2 of 2
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saeeor Ko. S9e0114 ' Sltl~ Order !to ll6699
1t:torence Nnmbers ot Related OocasVal01
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TftL aRl►NTOR 298 lwPLR ORO4l!• IMC.. lka Milt46RME1tt/S7lE 2VP?E!t OROVP.
tpc., a MasALogloa corpersllon
tor 4nd !n eanstderatlon of the Gw o[ f10.04 aeA olAir QoaA aaa •aluabl•
eoa.ie.cscloo
in hand peid, convors snd vaerant■ to olut? P. BAR11'Ed a+sd lAMAitJ1 M. RJ►IUtts,
HUSBA!(p Apo M1IS
cA• lollowlnq doeaelbsd eeal eotatv. aleuseed !n the Caunty ot spolrane.
Oeae• of xa4hl.nqeons
urA: PoAnoM oF TIM r.&W nAu.F or mAer i's3; '4aiA; -If PEl1 tLr►: aeeornm sa
veotrwz -o• o► ps.nn+. vRoa 30. itoaa ve~trtcvzaaLY nescbhtAil ns rotsaVas
ey
~ aCOINNiNO AT A POIiR ON sstM ai►n LM a► el►to itiuet 163. 12' ►atr aoutn ot
tBR KBR4Mt71s2 COJINEA ?flL!lLOS; T![LlfCE NES! TO A P01lC! IN 'iii6 KESS LINE O► TNt
E11ST Qu./ Or 6AI0 tMC2 lt], !19 lELT S61ilM OT THC ttORR'!! L2HE 0/ SAIO 2RAGTt
t"r.xca souzrt woxo Ta xear L:Irs or rna u+a: eAw or ai►to rancz, t7s ►ttTS
ruCxce t.A8T ro A votxr tN ma ansr Ltpa or an=o TvACY. 179 ►aet aovre or sna
pouer os aao=tM=aop saexcs NoRte nLoxo tM PJM t.tKa or eA:o sRAer. tts ►ezs
TO 2'SL PLACE 01 !lGOI1lNI1tOl ,
S11V11Tit 1!f !8E COUlflY 0► QPOKRQ, SSATE Ot N11EAtN8w11. J1ss4eaor•m Ptepertt Tax Pareel/1►ceount ituaberle)t 43131.0703
9tlgJECT TO# COMBIINTg, R837NICt1aN9, R!S£RV7►TIWiB. DlCL71R117ION9 J1ND
E118EKeNTS OP RHCOAD 1W0 OR SKP0940 0Y 7NS PLJ1T.
TtlilzEiER SUBJLtT Td ?1U1T CERT7IIN U.L.I.D. 1966 4N tNB OIIlCINi►L Ai{OUNt Or
+ $8,000.00 TNB 8J1L"CS i'iCR xFiiCH THS CRl1N?SE NEAEIH HJWED 11CL18E5 TD J1S3WI6 11tt0
\ PAY ACCOROtNO TO ?HL Tt1W8 711PD COltD2TICHS lNEAEOT.
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o, i cacLilr Ehat I knov oe have saLietectory evldents tAaR REMNLTH J. tVPPtR
0 1e the peesontal vf+o 4ppearod Letose ae, oe►d uld pecson(s) seknovfedqed ~
tMt qE ta euttt4ri:ed eo sxecut* the iertsucnani •n4 aolunowledqed lt s• the
T. PAl.SIOttf& o[ SM 19OPLR QftOilP, 1NG. 1N01 MINOERilE8Q/T8R TVP4L1' t OROU9, YNG. A ~--•o ~
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- - ~ " - - - Y 4213017 ar1 °a ev
rr~~ita~, rin~ t~s o0 ot s~i.oo betnt ce, a
- ~ - - - - - - 4213018
.
a~~rl0e °f
04:3P
tAl~fpilN. 1111F Ip4 I~ •~5471 lI1.00 Saaf~~u Co. q
rwcM aMcosWn wAa to:
Rlrst teonrlty 8ank. N.A. 4213018
Spoksas Mortpaps Proauetlon Center P' 1off0
0013if948 01:38P
Vsst 318 eoons Avs..!ul te SSO TiuAMttD. i1DE Iid m i9 Sit.OD Wun Co, q
Spokaae, VA 88201
Arnc f tevs Sveoaon svACE ABovE nas aM Faa SIGNM SECUR TY AGR~E~EM~ENT AND~FlX1tJpELGlO a`",-a
(+Naw-von)
HpiE: TM3 TRtJ9T OgD SEL!!A8! A PROYlSSOAY If0?E rUM1tH BEAR! DREAE$'T AT A RATQ MIHICN
VAR1ES ACOORORq TO CKAftGE! pi T1[E 'VWMR' MTE ; ALL A8 OEFOiEa fN T11Q WAN AaREFJiC1R.
THE YA1tl3tUY VRIftC{iAL AItOUM TO LE AOVANCEO YAt/ BH EXCEEOHO TO COi1RL6TE CQNlTptiC7lON
ovaswxr To aas a.rsWKc).
M19 TRtlST OEM. Il9SfCMQR OF M S. ~tTY AGA~l1T ANa FlXTURE ftlR~lO h mode tNe
n?'~ dyp~ ler1 1945 pe~m
ar~ua~nwt _mn~1wamr~ Y 11ae y,~
• u(iRAMCR AKD 7AUSTOH (refeffed to Aerotn ss qr 'Tnuoor.' .r41+ 40 nWerrce• I+eseh b'Tnrata' to inelude
all Ma'~"Y°mr~'°.", I I k .
transnst 1 en T 1 t le and Escror _ 1 ne o TRtlgiEE,
w~ee aROr"@ y . .
.nd ae►+EFIcMr.
.~e
addms I.ywst 16 9eene ujte e5A Snekgne_ 11-q92el
Aea Stnve Srenaen,
VWTNESSEfFk 1fu1 Tntatot COMVEYS. iAAHSM. ISS04MrD WAAHANTS TO lAllS7EE Oi 7F1UST.
WITFI PO'WER~ ~a~~F~~~~ IM Idlowtrq desafbe0 OroOmD. ~a1s0 bSPnKA F Caur+ry.
Sole a1_vi~ClllllliJ,LQ •
PTM TR 167 YERA PARCEL NO. 45234.0703
~~fWdt~lm.+w mTOOiw.
~ essar, 0007071939 Yage 1 efd ftse,
~
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4213017
P I ol 10
ar~~igs 01:38P
LEGAL DESCRIPTION Smtut to, a
1~1~1G1Idl, illli II~CO Gi
wnW voveny b ra une a mpdmftrr or amtq papogex -ToqoaW wArn, a ra ea", bK me.nd wora, aw
That partion cf the East half of Tzact 163 of vERA, ae per plat Tnnmr ror Au a mry MrwAe acqie, day Yn yn a h p*, tiWe aa, aooe„y en, eee ebMV; m nM
thereof recordea in Volume 00' of Plats, page 30, more paiticularly WW bhM 1* SWO. 10000 *a sO euk*qs, anm,e, re b,pow,wr, ro, a neromeer p=oo on o,e
desczfbed as followe: P09MY NW 20 Owot0n' addUww °ftO1«"w+ ^0M a Mrasia "'de vaa0. toww *'Ih d1 trqtle
OenonWDaoDa►l, Ooodti 6~m. qub~M nwd~6wy, biiAnO boM. ~Ol~[b. rPPYnoe~ rd
BEGINNIN6 et a point on tbe East line of said Tract 163, 129 Eeet ~ oydwm ~~0 ~w "0" a~~°` ~°d h' auoe n 1+~a+oee to oe u~oe b
OW&q; tlmmM a+d homranwu a m M piopsry, lxLdhp .1tw InigIfon tlna lor a,e
South of the Northeast co;mer thereof ; thence West to a point in d m4Dft ad*bLh0 ft*k+p, oooaq, 4%0", o,s. .r,r, .r ,ne b,,i N„e kwk,mq m.
the West line of the East half of said Tract 163, 129 feet South of ~°e11° a"°~- Pkm*kV WRIC 000 !"M. immoM M► Udwn aovWm, kn ft,a,,
the tiorth line of said Tzact thence South along the west line of "110""'MOOi~'m'" a0°'k anwm °°idi. O"dm °"'w. aiu'+ mft "=bind& wo W*wbo~.
the Eaet belf of said Tract 175 feet; thence East to a int ia o°'~ ~0Y0A' b10~~""°'b""i ~°e°""d d~`, '°"'y
Powt~or rptap, .na Gf aew SYnro► eeer rd pooas «+a M denois Wne mvbowwu tlaeb►, n+acw row o►
the East line of said Tract, 175 feee South af the point of lander ~ m pa pmperlr a b rry d tlr 4AdMW or bpomma" 11w" rp bpepw ,up, VOBMTWIIC
begitnning j thence North along the East line of eaid Tract, 175 feet egnn a+.", aowwu aAN q d„ pop„y, Srq„y, r„dk WmffOf,, hwedLonord,, ,o,mO,,, m„W„dm
to the Place of eeginninq. ' Milt M11W+. M3bu. •=LM3& ooboe Nb4 oao.m w we o aaw capodkx, narMWw, a,m„w,,
. 904"r kg+rovAm, rmL+a4 Pow vA~. ,ryer dpty, wor owrpont Yurro a emdc Mn Y cenqlaw maeb
1
Situate in the Cbunt to be OoiNrod 1v Ba^el6inpl. O~+wM P~. 0~d W'~F~' deDaU nd
~ ro6~1a. ~+o
Y of 1~ S kane, State oE 9 Washin ton. ine mner Apro wber o+p ioaorooe a Unreoobed oedorNOn, wdes, bylrm. a Na rw ropWwa►s ea.ElOed
b► mr anwn' mmodmon a dniw eiaty. axlarM md aew Apw wder wvy reoaaoe a weoadea aoranrw,
mlduoro .ia nNldtorr. prr ne Spedle+uaM Ouen, aw +eaa roaoru re an.Yqr. WW wvuneraas d
.~~~~Ommufft W"ft "WbV dim WV .W #VPNU**V.dffw a►owsom .cwkw
4213017 .+e wa a"Lna w uoe Foomr, a.w an awed,.+d WeoW .~m a dooeee~ 11MM860, Mckdft Wupu ~cm5.
PI : 10 o11D ~ o~ooeem ro a aie b~qo~,q ~na ►iaieMwe► a ro1ona b n e~o ~v►aoeiyl, o ry~ `
Y a~r~iis am
a1ltl~~~~, mu ~I~ dl pf tlt.tll saian fn. u FOt nM KM'C= OF sEqJFM (u onaw+ dft raveioamae erWo~noa ey . Raekoorp ►ae, aCee N&~
~ - lnrl l?9 19A!t b the phClp0 tum d i te~~ Qdc8 ~
' 4213018 (p+d► vAndad u++ be+o ft Uw&rNm RNd~tl Aunour " ar6iee h u,e Ap„enrft ,n,d, by
0~91i3119980 Oli~ Nb '►+a,r r ana aan tn~, w~e b~nn oroer a e.~eeary r ub w+w, h o+s ~.na .~en rae~ea ~ ~
1W~lill f~. IIII I Ili fD ISSLY f11.m Saur !e. 4 tlreeN ad bm, rro rryr uwabn, raWmh n mo69cebro tl,ereot pm wre7 Rl ve arhe Nd penemrneo ~
aam oaPua+o wie IoE01e, d twmr 4re. a sppfaEb. YweQ w1aa tlM lanro a ma► mnor+ nndeennw
~ . COnKCHbn 1mM kesenUR. dahd a+ a maA IM twe Miarth (n mryr be einen0ed a aqplpnale0. Or ~
I 4213019 'AOOWed'k M ft Dwom*W d earh 00 r00 n+enl d Tn+da 1144 IQUt In Qii Tnb Daed:141 OW arINN d wmh ~
10 0} 10 wwVuonr b.u a.ewioa e nerosaer a" be npa to 1naw n wter. a eiNr ►fto6a~a waaceon a.sdwu, ,
~ 01 ~1190 01:39 '"im" OVMPVOd b► 11 Po+Nuory ron a other doaiaen roe1Mp dw n" w uaree q In41nm Qoed: rnd M ~
J TMllOR. iIllI IN c0 fs ~1 ~pO~IIN C0, a ft Ds1'inwt d aA anr apend- d a downoe0 bp BaieAdaq' ulds a Punrrl fe tla urrta Mred. mpedo wM
MarJ CMoon a MieM porlded M nb bmn d ue kmwnom PmMa im nme nmi aa dsbasema+ unda► Ine 8
lan 4w de6rd h On ApMmed) tlr prlndpd 6wme d Itw bdabledrou mor houee a eooroau b in rnu#
' % nq In Oto1eA Ob WdiAen PiYwbsl Mqul Nded doro b tmdArre dA Qie lenm d tlr Apna+mV. r4h CM C
AiOurwiwU mdo undor ue braa q 00 Apreemerl b be mdderee 11ue &drnaa, wul Ihb 1nW Oaed of ~
; Secu. wn bnraN, u ftt tam b doaiod by NpaSnEb aw, the rtudmn, rna,+t a pir~d augaidnp r
r►f aM Oee b bawn01ry 06 lnid OeeO k tla wmotnt d Oa A1DAnn+ RhobY Marl aAined abore mid h
• ft ftmmmt n►e nmku, n,oun a mW «naArd-V .dvwm d oI * mbe uo~ee agft rm+ oeea
mry inaew a deoremo. Yom 1t+ne lo tlme. EY M4en rnaidnait ot tl" Tnol 0eed end IM lmreatbM, ~
1. Upan nQuMf d BarSdery ab hom V'M tta the dnle d aidh mqumt Tmmw prem u poy b BwaGdhr, ~
haQMbn b U+e pWPOU ol pkdpd anif Interetl plyaDb vMlor the timn ol ft Noto, m Ihe b01 dry d euT
nWlh W tlk Mote Y Allp Od4 Ihe lomw4tp Wro:
W M haYFroM d IAe taa rid nmmroms bNeO a b 0e IeNed r0erot Ihe Aopeity. WW an
Ydbfliwt af Ihw Pnmwm o prmiLaer Ihm ol Oooonv dw r+d prpbb b rena+ IM h~ m Ce Propary
ooMYq @O161d iw hy 19 a arh aha fsnrft u ropiiW by nr Apro~ a e aw nesionft be npiee
M11 adrp Yn wnouCL W4 ha mn+prryr e mmqmfe~. uCo{mcWy m BaaWrr. Such hmrDwu dr1 be
aa01- moxtlwM- b tlr iaN+wed preiri.n a premlr+r tr mcA Ym+roe. wd tna &d neuimenu, neb aue
. nny d ufla b ppr wdi yvnlm a aankrro nd tae, ne uranurow When due~
. ~
0007071939 Poar ! 08 Pcg
- ~ T 4213048
' Pa? oi iC
' a~iiiN a;xr
a
' . ' rUVNt M. tmr is mI= sit.oo smt,~ Cc
Y~ .
AFFICE OF THE GOUNTY ENGIT`'EER
SPUKAXE COUNTY, WASHI~TGTON
TO: Jeff Forry, lleparhnent of Buildings
FROM: Bill Ilemmings
DATE: Wednesday, February 17, 1999
SUBJEGT: B.C.C resolution #91-0882 Implementation (July 2, 1991)
Attached are the individual lot plans for each lot containing a swale in SHORT PLAT 1183-98, plat # SP-
1183. Please give the appropriate lot plan to the individual appiying for a building permit on the lot, so they
can draw their house and approach to scale on the lot. We will need this plan, and the corresponding $1,000.00
cash surety, in the form of cash, letter of credit, or savings assignment, before we can issue the approach
permit. Also attached are the letter of credit and savings assignment forms.
' KSAINiPLE LETTER OF CREDI'1"
"(LiSE BANK LETTERHEAD)" (BANK NA!VI.E
ADDRESS ZIP COIaE
PHONG # AND nTIIER 1NFORMAT10N
IRREVOCABLE LETTER OF CREDIT
AMOUNT: S 1.000.00
NO.
BENEFICIARY:
SPOK.tuNE C()UTfi1' ENGLNEERS
1026 W BROADWAY
SPOKANE, WA 99260-0170
SUBJECT: LOT BI.OCK SHORT PLAT, 1183-98 (Plat)
PLAT# SP-1183. (Development)
Gcntlenien:
We hereby autharize our irrevocable Letter of Gredit in y ouc favar, and authorize you to draw un the
(bauk), a draft up to one chousand (Dollars) (S 1,000.00) , for the aecount of
(devcloper).
The ciruft, drawn under this Letter of Credit, covers the assurancc of completioa of installation of storm drainage, drainage
swales, sod and other work as is incidental and relateci thc:reto in accordance with the drawings and specificatians as submitted to and
apprvveci by the Spokane County Gngi.neer's Office on (date), and is to be accompanied by the fallowing
doctunents: written re;quest by Spokane County Engineer's Office to (bank), at
the above address indicating non-completion of all or any of the above improvements and that amount of money required to camplete
such improvcments.
We hereby agree with the drawer, endorser and bona fide holder of this draft, negotiated under and in compliance with the terms
nf this credit, that said draft shall be duly hanored upon presentation at the (bank),
at any time befvre conzpletion of the above-descn-bed improvements or performance, in whicli event written notice sball be given by
Spokane County to the bank. (develc►per) shall be responsible for any cost
incurred by the counly in excess of the amnunt of security.
Drafts, dra%va under this Letter of Credir, shall bear on lheir face the words
Drawn uudcr (bank)
(bank address)
Credit No. Dated
Bank tiame:
By:
(authorized signor)
' "AGREEN1E:YT"
In consideration of the issuance of a building perniit for Lot a Blnck ,
SHORT PLf1T 1183-98 (plat) plat # SP-1183
(Develnper)
has deposited $ 1,000.00 with Spokaae County as security for full and faithful performance by I)evelopcr respecting certain drainage
facilities nad sod in accordance witb the drawings and specificatinns as submitleci to and appraved by tlie Spokane Caunry Engineers
Ofiice on
(date) 1 99 .
Developer hereby agrees that should such drainage facilities and sod not be constructed in accordance with the approved
drawing within six months of oCCUpancy, Spokane Counry may then use che security to bring these facilities and sad into
conformance tlierewith. Developer shall be respnnsible for any costs incurrcd by the caunty in excess of the amount of security.
Spnkane County agrees to return to Developer anv unused funds upan satisfattory eomplerion of these facilities and sod.
NAME & ADDRESS TO BE RI:TURNED TO:
(Developer Signattire)
DATC
0 ASSIGNMENT
For security purposes only, (develaper)
liereby assigns to SPOKANE COLfiTTY, a political subdivision of the State of Washingtdn, the following:
Savings Certificate Number _
in the face amount of $1,000.00
and held in anJ by
Bank of
Bruncb
(bank address)
This assignment is made as security for full and faithful perforniance by
(developer) ot'certain drainage facilities and sod for LOT BLOCK , SHORT PLAT 1183-98 (Alat) Plat # SP-
1183 in accordance with the drawings: and specifications as submitted to aud approved by the Spokaae County Eugineers office on
(dnte) , 199 .
Any interest benefits accruing under said savings certiGCate shall remain Ihe property af
(dcveloper). Said savings certificate to be released to (developer)
any other party only with the prior written consent and agreement of Spokane County.
PRqV1DED, FUItTHCR, the undersigned d4es hereby autharize
(banl:) to pay over to Spokane Caunty all or a sufficient portioa of the monies in the savings certifcate referencecl hereinabove upon
written documentatiun beiag reeeived from die Spokane County Engineer indicating that the purposes for which the savings
certiiicate was assigned have nat been fully and faithfully performed as required and a statement of that amouni of money which the
County Engineer as requued and a statement of that amount of money wluch the Counry Enguieer deems necessary to complete such
obligation. Upon receipl of such wrilien documentation, (develaper)
hereby authorizes (bank) to release to Spokane County that
amount of money requested up to the nia.Yinium amowrt in the savings certificate.
(developer) shall be responsible for any costs incurred by the caunry excess of the amnunt of security.
DATED this day of , 199 .
BA:VK OF
Presidcnt
Secretary
DATED this day of , i 99 .
DEVELOPER
STATE OF WASHINGTnN ~
:ss
County of Spokane )
On this day persunaily appeared befure me , to me lonown to he
the individual desrribed in and who executed the within and foresoing instrument, and acknowiedbed tbat signed 1he same as
free and voluntary act and deeda for the uses and purposes therein mentioned.
.
GtVEN tJNDER NiY HAND AIv'D OFFICIAL SEAL this day of 1199
Notary Public in and for the State of ti'Vashington, residing at Spokane
jA a
. ~ ~
I;
Property Line ~ S89°S9'2?'W
Curb Line1
Curb Drop, 6" Deep x 5 LF
11-H -A \l E
~ / rarb In I ef-j-yp e 1, 1 _5' Y ~
S po kane Coun ty S ton dar d
Curb Line CL opening 3+28 Rt., F.L=2074.26
~ See Detail "A"
! A
20' X 25' Drainage Easement ~
U-i j~ Battom of pvnd, Elev. 2073.56 In
I~ ~ 5' ; 5 See Detail A
--------~-f 20' ~ _,-20'~ --E--
~ ~
0
w
Double Barrel Drywetl,Type "8" with ~ v ~
Metal Frame & Grate, i" e No.4 0 D
Spokane County Standard Sto.3+10 ~ o
18 Rt of CL of 11 th Lane cn
Top af Grote, 2074.06 a,
c
v
~
m
in
N
in • r 3
c,v CD . ' u7
N • ~ ~r
wAs~ ~ •
~ b
ki ~ ~q•/~•,f o
z t ' ( .~Z
Y cN y Z J iMl ~ ~'Ic, ~ ~
C s y
2857~~
VAl,
L
L r i.,l`„ 1~ d A7E 1(aM i ta
~ o
GRAPHIC SCALE <IN FEET> ~
0 10 ZO 40 "
~ i' = 20'
80.00
S89'S9'27'W
AUGUST 7, 1998
This is not an as-buiit drawing.
Any modificatians Eo this plan after TRACT B
a
n L~ irteers, Inc.
&MPS
; the date on #he Engineer's stamQ ~~n1 pya~s et LqND SlJRVEYORS
VOlOS the Engineer's Stamp. SHORT PIAT 1183-9U N.909 ARGONNE ROAD
SFQKANE. WA 99212 FH 476-1322
.
- -
' . • 4 ,
r
BPOKANE COUNTY'ENGINEERS OFFICE
OFFICIAI PU81JC' DOCUMENT-ORIGINAI.
CONSTRUCTION PIANS PRIVATEROADS
PROJECT-A! DATE ACCEPTED, ~ ~ ~ ~
'ACCEPTANCE EXPIRES: ~ 1 17'• 4=k-Z-
~ PROJECT tAHE MILES ; i-'Q - aZ~ CONSTRUC110N DOCUMEkTAftWAND CERTiFiED
RECORO DRAWIIdGS; •hS•BUIt15'l1RE -REOUIREp
PRIOR TO REIEASE OF INSPECTIOPI'BOND;
APPROACH PERMIT REQUIRED! (509),4564600
~ PRIOR-TO CONSTRUCTION,
~
r
"208" POND : SECTION DETAIL . ~
U-
o NOT TO SCALE
Y Y
U J
a ~
m o BACK AND SIDES OF "208" POND
~(n o 0 TO BE HIGHER TMAN PAVEMENT SIDE
Qo 0
a 0
w m o 0
0 tc z z
POND ENTRY n v a ~
-do AS PER PLAN, 3' MIN, wo- -am VARIES ~-a 4' MIN, ~
r 31 DRYWELL GRATE I.INE POND WITH GRASS SOD
r
9: 1,SLOA~!`,.;
C '~.;~,t ~ ~ ► ~ 7~'
YCONCRETE CURB INLET, 4° PORTLAND WAVAI SLQPE SOD TO TOP OF DRYWELL
~ ' -
~ TYPE 1 SPOKANE C0. STD. r ~
CEMfNT CONCRETE ~ ORYWEII ~ "208" POND FLOOR
PLAN VIEW: NOTE : Pond floor elevation on plan is top of sod.
f'OND ENiRY NOTE ; All drywells shall be installed with filter
fabric (AMOCO #4545 or approved equal
. . ~ s
~ ~ASPHALT around lhe Orywell barrel pnd between
3' L"=2' MINIfv1UM OR AS the Droin rocl< ond excavotied lateral graund.
EDGE OF PAV'T. SPECIFIED ON PLANS NOTE : To collect sediment,, a4'x4' (miii,) piece of filler
OR BACK CURB fabric sl~all be placed, bptweer~ ~fAe, drywell ring and
cever when the d`ry*ell ,•is ir~s~"m~le~,9 ~i~enchecl<ed
periodic,ally and clearied of se(limenL Once grass~
has been eslablished in llie Clrainage swnle, llie
fabric shall be remove-d.
DE TAIL "A "
fou,d.d ,o,e
6impson Engineers, lnc.
CHAL ENGINEERS dt LAN6 SURYEYOHS
N,909 ARCONNE ROAO
SPOKANE, WA 99212 PN 918-I312
J
r~ a
V
/
1■
SPOIU#NE COUNTY ENGINEERS OFFICE
OFFiCiAL PUBLtC DOCUMENTORIGINAr.
CONSTRUGTIDN PLANS
PAIVATE ROADS
PRoJEC I A '!S~~ u a~ ~ 9~L,-,
DaTE aCcEPTED: . ~ ~ c,2~,
ACCEP'TAWCE DXPlRM; ~z- f ~ ~I-;.
PRQJECT LANE MILO: ° •
cONsTaUC11ON aOCUMErrrATtCN AND CERnRm►
aEcORo aRAWNGs, •As•Bui~~2 AFtE tEauIFtM
PRIORTO REIE45EQF INSPWTIDN 8OND,
APPROACH PEAMIT REQUIREaI (M) 455MQD
PA{OR TO CONSIR1lCTION
f
A
a
s89•59~2711-w~~~,
Property Lir e 80.00 A
,
11-H , A v E Curb Line J ° N
Curb Drop, 6Type " Deep x 5 LF-~ -£t7rb Inl , , y ~
Spokane County Standard ~
CL opening 3+28 Rt., F.L.=2074.26 Curb Line o C\j I
See Detail "A"
~ah 20' X 25' Orainage ment ~
I
J LO
~
Bottom of pond. . 2073.56
5.
/ cv
.iS j t5
See Detoil "A" 1 ! c
0
LO 20' - - 20' E
~
Oouble Barr ywell.Type "8° with o
J~ ~Metal Grate, Type No.4 ~ W
ounty Standmrd, Sto.3+10
Rt of CL of 11 th Lane ~ u =
Top of Grate, 2074.06 ~
`~1+1• °
(n r-
9 ~ ~
~
28578
~
e-
L o~o
~
v)
~ N
3 3
. ~
tn tn ,
v C? Q
~ %D M ~
o _ o
0 0
Z z ,
B
,
► k1
{
• j
n S
• ,
GRHPHIC SCALE (IN F =ET) . b
.
0 10 20 40
I r .
1
S89•59'27•w
AUGUST 7, 1998
~ A
This ;s not on as-built drowing. I m
Any modificotions to this plan after TRACT C 6 irrt son E 1b¢e1'S, 17tC. the d o t e on t h e E n g i n e s r' s s t a m p ~ ~1~ ;
VOIDS the Engineer's stmmp. SHORT PLAT 1183-98 p~L ENGGiNEERS dc LAND SURVEYQRS
N.909 ARGONNE ROAO
SPOKANE, WA 99212 PH 926-1322
• ^ ~I
. . . ,
n
0
- . ~ .
SPOKANE COUNTY ENGINEERS"OFFICE
~ OFFICIAL PUBUC DO,CUMENT OR1GINAL
' CONSTRUCTION PLMS
~
PRIVATE ROADS ' PROJECT
, DATE,ACC,EPTED: Z • 17- 9g , I~CCEPTAtdCE'EXPIRES; Z. ~7. oZ,PROJECT IANE:MILES : a- o~ ~ CONSTRUCTION DOCUMENTAT,ION 14PID CER'T1F1ED
RECOAD DRAWINGS','AS=BUILTS''AiiE REOUIRED ~
:Pfli0KT0 REIEASE OFINSPECTlON BOND.
APPROACH PERMIT REQUIREDl, (509) 456-3600 '
PRICJR TO CONSTRUGTION
_ -
. .
" •
,208 POND : SECTION DETAIL ~ 0 NOT TO SCALE
U J
"
. ~ o BACK AND SIDES OF 208 pOND
~ N p p T O B E H IGHER THAN PAVEMENT SIDE
Qo ° ~
0- w m a ~
POND ENTRY W ~ a a
-.04 AS PER PLAN, 3' MIN. ►--a VARIES a-t 4' MIN. ~
31 DRYWELL GRATE I.INE POND WITH GRASS SOp
1
Zi
1 SL~p
~ 51CONCRETE CURB INLET, an , SLOPE SQI~ TO TOP OF DRYWELL
PoRnANU
TYPE Z SPOKANE CQ. STD. CEMEhT CON~RETE j DRYWELL ~I "208" POND FLOOR
PLAN VIEW; NOTE ; Pond floor elevntion on plan is top of sod.
POND ENTRY NOTE : All drywells shall be instalied witll filter
; ~ fabric (AMOCO #4545 or approved equal
c:. ;•r • a
~ around the Drywell barrel anrl between
'--ASPFIALT~
fhe Drain rocl< and excovated laterol ground.
3' L=2' MINIMUM OR AS
EDGE ~F PAV'T. SPECIFIED ON PLANS NOTE : To collect sediment, 0 4'x4' (m'tn.) piece of filter
, OR B~CK OF CURB fabric shall be placed, between the drywell ring and
cover when the drywelt is installed, ihen checked
periodically and -cleaned of sediment. dnce grass
has been established in lhe drairiuge swale, tlie
fabric shall be removed.
DE TAIL „A „
,.w,dW ,o,e
6 impson Engineers, lne.
C1ML ENGINEERS dc IAND 5URVEYORS
N.909 ARGONNE ROAO
L SgOKANf, WA 99212 PU 826-1322
. •
SPOKANE COUiVTY EfdGINEERS OFFICE
~ OFFICIAL.PUBUC DOCUMENT ORIGINAL
COP18TRUCTION PIA. NS
PRIVATE ROADS
PROJECT SA_1 t, qb ',I ~ Sr .~~.~~2.
4 ~ .9 9
DATE_A(;CEPTED: Z.
I ACCEPTANCE,D(PIRES:
PRQ~JECT LANE MILES :
CONSTRUCTION OpCUM,EI~fTAT10~1 AND CEAT1Flm„
RECORD ORAWIIdGS,'AS BUILTS'AAE41EGUIRFD
. PRIOR'TO RELFA4EAFrINBPC-CT10N BOND.
~ °APPROACH 'PERMIT REQUIREDb (509),456-3600
PRIOR'TO'CONSTRUCTION
STOR:MWATER DR:AINAGE CALCULATIONS
FOR
SHORT PLAT 1183-98
AND
5l-iORT PLAT 1186-98
, o
.
~v Q ~
1" C.9 o
0 ~ W o S~1/4 f Sec. 23, T. 25 N., R. 44 E. W.M.
' n o co
Fcuri o~ rpokane Courn, Washin on
Z _ ~ _ o Y ~
~~5 Q ~ ~~z "
z O!~ a Q~ m Q ao►
' Augcist 7, 1998
~ U 0 m zrZ
t L Q ~ p L k~ `pR ..Q
~
j jV
, t U er ~W2~~ ¢ ~
z C)
-J ~
R ~ J F- Q '
p aD v~ >
, ~ _
~
0 z ° 2 o ¢ ~ Prepared by:
'W~ p ~ ..WWt1~a~W W r.
~Z~`~a ~WUgo3~ a`L,
o~ V 5Q~ ~ ~ j Sin~.psan Engineers, Inc.
w ~~~o Q
o o,¢ w' ya
North 909 Ar~onne Road
~QUarOZ~o a
a o a a a~ iSpokane, ~Vashington 99212
The designn improvenlents shown in ttvs set of plans conform to
the applicable editions of the Spokanc County standards for
road and sewer construction and Spokane County guidelines for
stormwater managernent. All design deviations havc been
approved by the Spokane County EngiBeer. Iapprove these
plans for construction W. Mc
M
t~,J`~ ~ v►~sy~~1C;`,~
tr~ ,r 2 .
1. Surnmary
1 i2$578
II. Stormwater Drainage Calculations ~01< '~~~s~~° •
III. Attachments: EXP DkTE wi"4i
* Soils Map and Tables
* Sight Distmice Analysis for Proggress Road
Storm%v,ucr DraunaSes~prn: % 13679
Stortnwater Drainage Report; SP 1183-98 and SP 1186-98, Spokane, WA
Ie SI;MMARY:
The deveiopment is composed of a two basins; South Basin and North Basin. See Drainage Map for Short Plats
1183-98 and 1186-98. Each basin is composed of two subareas; 1) grass lawns, and 2) impervious asphalt
pavement,, curbs, and roofs. Stormwater flows overland across grass lawns, and asphalt and into grass drainage
ponds. Stormwater from asphalt collects along the curb and enters into the grass drainage ponds through curb
openings located at low poims in the curb profile.
The grass percolation areas (drainage ponds) were calculated to hold the first 1/2" of rauifaU runoff over the
asphalt pavement on 11`h Lane
The Rational and Bowstring Methods were used to calculate the peak stormwater runoff for the basins, and the
type and number of drywells needed for each basin based on the storage capacity of the pond.
Figure 3, page 6-3, of the "Guidelines for Stormwater Management", by Spokane County Engineers, was used
for rainfall intensity and durarioa occurring at a 10-year storm frequency.
In accordance with "Soil Survey, Spokane County, Washingtton", 1968, the soil is categorized as:
GmBa Garrisoa very gravelly loam, similar to Garrison eraveUy Ioam, except that the
surface layer is very gravelly.
S89'59'27'W 322.23
~
80.00 80.00 80.00 82.23
i
i
~
SP 1 186-98 ---'~'O8' Dro;noge Par~d ~ 20
~
Bottom of Pond i 10'
a Elev 2073.56 ~
v, v, 1 30'
D ~ C
~
A ,
N N~ N9 R7~ I N~
p !JO 0o 00 W I 0)
o p o o~ 1 0~ ~
Ln- r oUl 00Ln I o Q
• ! ~ b • ` (
o ~,Tc Path r'
cf nl ~
cu 7HD ~ _
p~ 15, ~ 0A N .00 p1 80.00 322.25i1 °$2.25 +92.7~7.75 +00 a 4 0 5+ 00 11 TH L
d
~
Tc Path i;n a ~
~ 172' @ 0.66% p '2 E
C1 Cl rr2
i~ ~ O
~ CD CD p
r C~ C~
~ 'n / Q %D
O
~ SOU -H ~ BAS ~ ° LLJ
~ p c B a
a ~ ; 3°, ~
a
v v -'208' Droinege po id 1 l po a-
10 a SP 1 183- g$ 8otiom of Pond ~ I
~ ~ Etev. 2073_56 ~
~ i 20'
i
►
80.00 80.00 $O.Otl 82.48 ; I
,
S89°59'27'W 732F.79- .
GRAPHIC SCALE (IN FEET) '
LEGEIVD o 50 100
- - - Existing Contour 1• = so'
Finished Pavement Elevatson
208" Pond FIoQr July 26,1998 Drair.a4e Basin Boundary DRAINAGE MAP
~ Drywell SHORT PLAT 1183-9$
; Runoff Direction (Tc ?ccn) SHORT PLAT 1186-98
Building Setbock Lire- m `
s~w.e ,wa
- - 10' Ut iI it y Eas e m e n t bimpson Eqcgineers, Inc.
4 10' Future AcquiSition '-inz civ~L ENciNEERs & uwo suRVEroRs
N.909 ARGONNE ROAU
SFOKANE. WA 99212 PM 926-1322
II. STORMWATER DRAINAGE CALCULATIONS':
~ North' Basin
Area
.
,
Total = (195')(37') + (1/2).(n)(5.0')2 = 1,1,142 sq. R: - .0.2558-acre
-
-
~ P.avement = 146Lane. (2001)(1 1.5-') = 2,300,,sq. ft.
=3197`.-sa. ft._ -
J fl/2)(046.5)2
.5,697 sq: ft. - 0.1308 acre
Driveways = 4 driveways,'at 1,000 sq. ft:/Eiouse = 4,000-:sq. ft. - 0.0918 acre
-
Im.pervious = 5,697 ,sq.-ft. + 4;000 sq. ft. 9;697 sq. ,ft. 0:2226'-acre
~ Grass Lawns 11,142 sq. ft. - 9;697 sq. ft. = 1,445.sq. ft. _:0:0332 acre
.
StoraQe Reauired:
. _ -
a). "208", -Storage Required =(5,697 sq.:ft. )(1/2"-12-in. per'ft.) = 237 cu. ft.
- -
b)- Bowstring = 1.72 cu. ft. + 1 SingleBarrel Drywell,,Type.,A (0.-3 cfs out)
. ' StoraQe.Provided:
Pond,.;6" deep; '(31.5')(1'6.5*')(0.5') = 260. cu. ft: >237
Pond,,18" deep; (3.2'')(17')(0:67'),= 365 cu: ft:.> 172
19x-34 ft
' - 2.0 ft. '
J
1.9 x 33 ft.
3:1 •6"= 0: 5~ft: 8" _.0.67 ft: /3:1
/
l 5 x 30 ft. Pond Floor
, - ~
(1~8 + 15)/2 = 16.5 and (19 + I S)/2 = l~7' (33 + 30)/2 = 31.5' and (34 + 30)!2 = 321.
I
OETENTION @ASIN OESIGN: RAT(ONAL FORMULA HYDROLOGY & BOWSTRWG METHOO
ORAlNAGE BAS1N ANALYS(S for 10 YEAR STORM EVENT
qate• a/7198 PtojW Name: SP 11 &3-98 and 1186-98
.lob No.: 13679 Pro;eci Localion: 11ltt and Progress
Designer. K. MCMULKIN Drainage Basin Name: Norfh Basin
Diaic Dir.: At :lbowstring Drainage Basin Oescription: Onsite
F'ilerame: 13879.x1s '208' Pondfng Area Name: north pond
For. Barries Pcrtding Area l,ocatiorr North sWe ot 11th Lane
Pofnt of Canzentration: Sb. 3+27.78. [eft
gUgqREAS TIME OF CONCENTRATION (Tc1. minutes
pesciiption Acres C A'C , Ovettand Ftow Channel Flaw
L2 = 172
11nceyvfious '208'Aness: §MnremLA*
Asptmlt Ravemert 0.131 0.80 0.118 Ct~ 0.15 Z1 = 36
Dtiveyyays 0.092 0.90 0.083 Ll(A) = 0 72 a 4.55
Grasg Lzwn 0.033 0.15 0.006 N(A) = 0.016 B a 0
S(A) = 0.008 n = 0.016
Tc (A) ~ 0.00 s = O.OQw
d = 0.154
L1(B) a 0 TC (ch.) 2.11
N(B) = 0 TC(A+B) a 0.00
S(B)= 0 Tc tobl 5.00
7c (B) = 0.0 In6ensrty► = 3.18
Tctal Bastn Ama, acres= 0.256
Composfto Runoff Coefftcient a 0.80
Combined (Area ' Runoff Ccefterrt) = 0205 Q(estimated @ d) ~ 0.85 c.f.s.
Time af ConcentraOon = 5.00 minutes
6208' DRAlNAGE PARAMETERS ,
.ZW PaVe~d Area _ 5697 yq, g, PEAK DISCHAROE. 10 YEAR STORM
'208' Votume Rrovtded a 260 cu. R at 6' depth
Storm Stotage Ptovdded = 365 cu. R at 8" depth G=C• 1• A= 0.85 C.F.S.
BOWSTRING CALCULATtONS
a A & NUMBER and TYPE o! ORYWELLS PROPQSED
Time Ttme tnterfsity Q dev. V In V out Storage
incrtnrtt (rtctmM. 1 Singleaarte! (Spokane Ccurtty Type A)
(mtn ) ( '60 (inJhr) (A`C ) '~'i (cu. R) (CUutf..fL) ( 0 Double4Barre1 (Spafrarte Courtty Type 8)
S. ;~g- ~ OuMaw Provlded: 03 c.l.s.
~ :#m TT m im iz i72'
10 600 224 0.46 323 180 143
15 900 1.77 0.35 364 270 94
ZO 1200 1.45 0.30 388 360 28
25 1500 121 025 398 450 -SZ "20i' TREATMENT VOLUME ,
30 1800 1.04 021 408 540 -134
35 2100 021 0.19 411 830 -218 Raqufred G.P.A. ponding valume:
40 2400 0.62 0.17 421 720 •299 Impenrious'208' Area x t/'1' = 237 w. R
45 2700 0.74 0.15 426 810 -384 votuma provided at 6' deo a 260 Gu, R
50 3000 0.68 0.14 433 900 467 OK!
55 3300 0.64 0.13 447 980 -543
60 3600 0.61 0.13 464 1080 -616
BS 3500 0.60 0.12 493 1170 -677
70 4200 0.58 0.12 512 1260 -748
75 4500 OSS 0.11 529 1350 -821 STORM STORAGE VOLUME
8p 4800 0.53 0.11 533 1440 -907
85 5100 0.52 0.11 555 1530 975 Maxlmum siorage mqufred = 172 cu. R
90 5400 0.50 0.10 565 1620 •1055 volume provided at 8' depth a 365 eu. R
95 5700 0.49 0.10 584 1710 -1126 OW
100 6fl00 0.48 0.10 601 18m •1199
Slmpson Englneers, /nr- 909 North Aigan►ee Rosd SpokanQ WA 99212 (309) 916-1322
esn o• w=erwr1
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II. STOR;MWATER-DRAINAGE CALCUL-ATIONS:
' South Basin-
- Aiea,
Total =(154)(322.48') = 49,662 sq.* ff. - L 1401acre
~ pavement = ITh Lane (200')(111.5') = 2,300.sq.-ft.
~ (112)(n)C46:S)2 = 3.397 sa. 'ft.
5,697 sq., ft. 0.1308 acre
I'
HouseRoofs = 4 ro6fs'at,2;0.00 sq: ft:/house.= 8,0;OO-sq..-ft. - 0.1837 acre
briveways, = 4 driveway,s at 1;000 sq. _ft./house = 4,000 "sq. ft~. - 0.0918 acre
1 Iervious==', 5,697-sq.- ft. ± 8,000, sq: ft. +4,000 sq. -ft. = 17,697'sq, ft. - 0.4463 acre
_ Grass:Lawns = 49;662 sq. ft: - 17,697 sq. ft. 3110 9.65 sq: ft-. ~ 0.7338 acre
Storaee Rerniired%
a) "'208" Stora~e Requiied (5,697 -sq. ft. )(~1~/2'' -1-2, in.. per ft. 237 cu. ft.
b,)" Bowstring =308 cu. 'ft. + 1 Double -ffarrel-Drywell, Type B(L0 cfs out)
`Storaee Provided:
Pond, 6" deep;.,(3L5')(16:5')(0.5') = 260 cu-:ft. >~237
' Pond, deep; .(3,2')(17`)(0:67') = 365 cu. ft. > 308
I;
19 x 34'ft
- - - - ~
2=0 ft.
~
- ~i
1.5 ft.
' 18 x,33, ft.
• ' , .
- -3: 1 6" = 0.5, ft. 81. =.0`:671. 3:1
I
- - $
1 S-x 30 ft. Pond' Ftoor
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(18'.+ 1. 5;)/,2 = 16.5' and (19 + 1-5)/2 = 17' (33 + 30.)/2 = 31.5' and (34 + 30)/2 = 32-'
dETENTION 8ASlN OESlGN: RATIONAL FORMIJLA HYDROLOGY b BOWSTRING METHaO
DRAINAGE BASIN ANALYStS tor 10 YEAR STORM EVENT
8f7198 Project Name: SP 1183-98 end 1186 98
Jab No.: 13679 Projec! L,ocation: 11th and Progtess
Qesigaer: K MCMULKIN Orainage Bas'sn Name: South Basin
Disk Oir.: A1:%bowstring Orairtage Basln Qesaiptlon: OnsiW
Filerratne: 13679.xts 0208' Pand'ing Area Name: sauth pond
For. Bames Pvnding Ar+ea Locatian: South side af 1 tth Lane
Poirrt af CancenUadon: Sfa. 3+27.78, nght
SUBAREAS TIME OF CONCENTRATION (Tc), minutes
DesCriR1iOn Acres C A'C Overtand Ffaw Channel Fla1v
ml Rervfaus "208•Ae~
SeamentA 172
Asphmlt Pavement 0.131 0.90 0.118 Cta 0.15 Z~ _ 36
Roofs 0.184 0.80 0.165 Lt (A) = 155 Z2 = 4.55
DrkvwaYs 0.092 0.80 0.0$3 N(A) = 0.4 B= 0
Grass Lmm ~ 0.734 0.15 0.110 S(A) a 0.007 n= 0.016
Tc (A) = 7.91 s = 0.0066
OtherAreaw d = 0.187
~rperrt 8:
L1(8) = 0 Tc (ch.) 1,85
N(B) = 0 Tc(A+8) = 7.91
S(B) = 0 Tc tatal 8,76
Tc (B) = 0.0 Irrtensity = 2,28
Tolal Bssin Ama, acnes = 1.140
Campogiite Runofl Coefftient a 0.42
Cambined (Area ' Rurtoff Coeftertt) ~ 0.476 Q(estimaLed @ d)= 1.09 c1s.
Time o! Concentratfon = 9.78 mmutes
'208' DRAlNAGE PARAMETERS
`208' Pavement Area _ 5697 sq. R PEAK D[SCNAROE. 10 YEAR STORM
`20V Volume Provided = 260 cv. R at G depth
Stonn Storage Provided = 365 cv. R at 8' depth Q=C• 1' A= 1.09 C.F.S.
BOWSTRING CALCULATIONS
~ in lib 6% ~ NUMBER and TYPE af ORYWELLS PROPOSEO
Time Timfl Intmsity Q dev. V In V out SMr$ge Incrmnt Incrmni 0 Single-8arrel (Spokarse Courriy Type A)
(nrin.) (ses) (fnJhr) (cfs) (cu. R) (cu. R) (cu. R} 1 Dauble-BaRel (Spokane CovrtY TYPe 8)
1080 (A'CV31 (outf.'02 (95~
• ~3~' fia SM ' Oufftow Provided: 1 c.f.s. _Mm f5'i gm ~m iw
10 soo 224 1.07 852 soo 252
15 soo 1.77 0.84 926 soo 26
20 1200 1.45 0.69 965 1200 -zss
25 1500 121 0.56 978 1500 -522 `20ir TREATMENT VOLUME
30 t800 1.04 0.49 989 1800 411 35 2100 OSt 0.43 985 2100 -11t?5 Required G.P.A. poftrtg votume:
40 2400 0.82 0.39 1014 240D -1386 tmperviaus 0246' Area X 12' a 237 cu. R
45 2700 0.74 0.35 tOZt 2700 -1679 volume pravided at 8' depth = 260 cu. R,
50 3000 0.68 0.32 1035 3000 -1965 OKI
SS 3300 0.64 0.30 1065 3300 •2235
60 3600 0.61 029 1103 3800 -2497
63 3900 0.60 029 1170 3900 -2730
70 4200 0.58 0.28 1214 4200 •2886
75 450 0_S;6 027 1252 4500 -3248 STORM STORAGE VOIUME
60 4800 0.53 025 1250 4800 -3540 65 5100 0.52 025 1311 5100 -3789 Mta)cimum storage requlred = 388 cu. R
90 5400 0.50 024 1332 5400 -4068 vofume provided at 8' depth ~ 365 cti. ft,
95 570Q 0.49 023 1375 5700 -4325 OK,
100 6000 0.48 023 1416 6000 -4.84
SJmpson Engfneers„ !na 909 Nord► Argonne Road, Spokane, WA 99212 (609) 928-1322
nne.rsnrsm•:1
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. Stormwater Drainage Repart; SP ' 1 l'83-98..an&'SP 1186-98, Spokane,. WA
~
II; STO-~ATER"DRAINkGE; CAI:,CLJ.LATIONS,: (continued)
I
~ Basin
Curb Openiner at=Low Point; S:ta. 3+89.71, left.arid.right, I 1'~-Lane.
- - -
, -
- -h =,6, m. _0: 50` ft. Total lieight of opening:
H- =-.0.1'87 ft. Depth of ~water • at entrance
~ Q,= 1-:09.cfs Total ~peak.~rat`e of flow
Q=~3,:087(L)(I_j, 3'2 for H/h < 1, :0:1$7/0:50'= 017 < 1
L = , Q - '(3.087)(H) 32 = 1:09 - (3 '087)(,0.18.7)3R 4.37
_ Construct Cwb -Opening; 5, ft. wide, b in.,deep
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Stormwater Drainage Report; SP 1183-98 a.nd SP 1 I86-98, Spokane, WA
II. STORMWATER DRAINAGE CALCULA'TIONS: (continued)
The Rational Method was used to calculate the peak stonnwater flow off the site under two property cond.itions;
a) undevelopeda and b) developed. The undeveloped site was previously cultivated land or pasture and now has
poor grass cover. The developed site (remainder of North Basin) will be composed of house roofs, and grass
lawn.
The undeveloped property has a peak stotmwater runoff of 1.33 cubic feet per second flowing offsite. If
developed, the property woutd have a peak stormwater runoff of 0.78 cubic feet per second flowing offsite.
Since, the developed runoff is less than the undeveloped runoff, no drainage facilities are planned to catch
stormwater runoff.
Figure 2, page 6-3, of the "Guidelines for Stormwater Manageraern", by Spokane County Engineers, was used
for rainfall intensity and duration occurring at a 10-year storm frequency for onsite drrainage.
Areas
Undeveloaed
Total Area of Site= (294)(322.48') = 94,809 sq. ft. - 2.1765 acre
Develooed
Remainder of North Basin flowing offsite = 94,809 - 49,662 - 11,142 = 34,005 sq. ft. - 0.7806 acre
Roofs = 4 roofs at 2,000 sq. ft./house = 8,000 sq. ft. - 0.1837 acre
Grass Lawns = 341005 - 81000 = 26,005 sq. ft. - 0.5970 acre
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~ RATIONAL FORMULA HYDROLOGY
~ i DRAINAGE BASIN ANALYSIS'for '10-YEAR STORM EVENT
- I
D'ate: 7/24/N ~'Pro* Neme: Shoit•Ptats 1183-98.and 1186-98'
Oesign: ~kwm Projed;Number 136'l,9
otsk Flti: A1:Vato„an1o~13M,xts Site locatiorr. 11th and Progress
8asin Name: Undeveloped Site Basin Description: Total'Sibe
I , . _ - . • .
Point of:Coruentradon: None
SUBAREAS: lhtensity-Duration for 10-year:.Stcrm Event
~ Oescriptian Acres C A'C
T1me Time Interisityr
_ Incrtnnt. Incrrrint.
' 'Orass Fieid 2:177 ~0.25 '0:544 ~min:) ,(sec.). Cn.fir)
' -8.88 533.07 245.
5- 300 3:18
I -lo soo 2.24
~ 1s '~00 t.77
- 20 1200 1.45
_ 25 1500 1.21
30 1800 1.04
. Tolat,BssJn.Ar~;acres = 2177 35 2100 0.91
Compasite RtinaftCoefficieM,= 0.250, 40 2400 0.82
Combined .(ArBa,' Rurioft Coefficient) = 0.544 45 2700 0.74
50 3000 0.6&
55 3360 0.64-
60 360 0.61
T1ME OF CONCENTRATION (minutes): 65 36W p,gp -
, - , . .
' .70 4200 0.58
~ Tc (overisnd flow). Tc (gu[ter.flow) 75 4500 0.56
SO 4800 0.53
.Ct',0:15' L2 = 0' 85 6100 0.62.
Z1 = 0 ~90 5400 0:50
; I L1(A).= 300' Z2 = 0 95 Sft 0.49 N(A) =03 B= 0 100 6600 0.48
S(A), = 0 _01 n = 0 -
s - , 10
Tc (A)•8.88 d = .0
Lt(8) = 0 Tc;(gut.), 0.00
' N(B) Tc(A+8)-= 8:88
! S(B) ~ 0'Tc "tatel 8:88
Ir~ensity = -245. PEAK OISCHARGE, 10 YEAR STORM:
- Tc (8) = 04 Holding 0:00'
' . C=C•I"A= 1.33 C:F.S.
~
Q,,,(estirnated @,dj, _ 0.00 c.f.s:
_ Tnie of Wto~on' = 8.86 minutes
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RATIONAL FORMUTA HYDROLtlOY
DRAINAGE BASIN ANALYSIS tar 10 YEAR STORM EVENT
Date: 7124198 Projed Name: Shnrt Plats 1183-98 and 9186-98
Oewgn: kwm Project Number: 13679
Disk FlIa aslMoms+I 0►13e7ein: Site Location: 11th and Progress
8asin Name: Developed Basin Descxtption: Remairtder of North Basin ftawing offsite
Point of Ccncentratian: None
SUBAREAS: Irttensitlr-Duradon tor 10-year Storm Event
Descxiption Acres C A'C
Time T'ime Intensity
Incrmnt. Inamnt.
Roofs 0.184 0.90 0.165 (min.) (sec.) (inJhr)
Gtass Lawns 0.597 0.15 0.090 on'sat
5.62 337.44 3.06
5 300 3.18
10 600 224
15 900 1.77
20 1200 1.45
25 1500 1.21
30 18Q0 1.04
TotalBasin Anea, acres = 0.781 35 2100 0.91
Composite RuROff CoeffiCient = 0.326 40 2400 0.82
Combined (Area • Runaff Ccefficient) = 0.255 45 2700 0.74
50 3000 0.68
55 3300 0.64
60 3600 0.61
TIAlIE OF CONCENTRATION (minutes): 65 3900 0.60
, 70 4200 0.58
Tc (overiand flow) Tc (gutter ffow) 75 4500 0.56
80 4800 0.53
Ct = 0.15 l2 = 0 85 5100 0.52
21 = 0 90 5400 0.50
L1(A) = 105 Z2 = 0 95 5700 0.49
N(A) = 0.4 8= 0 100 6000 0.48
S(A)= 0.01 n= 0
s~ 0
Tc (A) = 5.62 d = 0
L1(8) = 0 Tc (gut.) 0.00
N(B) = 0 Tc(A+8) = 5.62
S(8) = 0 Tc tctal 5.62
Irtter~ - 3.06 PEAK OISCHARGE, 10 YEAR STORM:
Tc (8) = 0.0 Hotdirtg 0.00
Q =C' I' A a 0.78 C.F.S.
0 (estimated @d) = 0.00 c,f.s.
Time of Cancentration = 5.62 minutes
o.reft
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50II~ SURVEY ~ 7 .
s~o~ coux~rY, wAS~aravcTOv • V
~ T~aL~ 6.--I3ri descri tians o sails dnd th~ir ~ p f est~~+a,ted ~h,ysicad and clie~nac~t o ertie p~' g s-Contmued
Cl~ssiScntion -
De tfl Classificntion-Continued Perc~ntage p~in sieve- F g JTup 5oi1 name Description of soil and site from , . A~~ailable
svmbol surtace ° , permeabilitp mater Fteactfon Disperion Shri nk-s~ on Shrink-sne11
LT5Dd texture Yo. 4 ~o. 10 Vo. ?00 cn acit~• 1:3 diiua n ~ ; I~nified A.~1SH4 4. r' P. ( Potenti ( mm.} (a.0 mm.) (4.oi~ potential
mm.) ~ 1~ u
0 0 to 34 erceac Similar to Dr oon sflt loam 0 ta 30 ercent ` hr, ~ sC Drogoon stony silt loam, p ag , p ~ ~n. a~ ~n. m. o/~o►t ~t~
~ slopes. slopes, ex¢ept thut the surface luyer is gtoay. ~ ,
Ds0 Dragoon stony sUt Ioam, 30 to 33 per- ~ cent alo es. ~ A
OvD Dragooa very mckc complex, :0 to o~ Dra~oon part similar to Dragoon siit laam, 0 to
percent slopes. 30 rcent slope~, escept tbnt depth to bed- . ~ roc raa es from 10 to ':0 incba. Rock out~ °
~ crap acluded in this ~omples. •
Ek6 ~toiLa silt loam, 0 to ~0 percent slop+~. 11ed~um-testwed, nell-drained sai! Formed from 0 to Silt loam_
ncial till con~ainin a large amaunt cf vol- a(L-CL.... 85 to 95 80 to 90 80 Eo i0 0. 8 to 5 O, li to 0. :0 .1 B~ S 6 to R, a ft~gh.__.___ Lom to n ~ canic flsh in the surfuce ln~yer; underl~in by .4 to 4~ Gravellp loa~~_.__ Qmt~. Low to mod. Qrate.
ovel at de th oF 30 to 60 iaehes; occu ies ~ to 53 V ~vell sand 31I...____. A-~_.___ i5 to 85 ~0 to 80 35 Eo ~0 0. 8 to 2. 3 0.12 to 0.1~ 8.1 t 6~ P P ~'Y B~ Y Y o 6. 6 H~glL------ Lo~v. undulutiag, morainelike topographp. loam. Low.
a3 to 60 Gruvel_____________ I G~I________ 1 2...___ ?0 to 80 20 ta a0 ,i to 1~ 5. 0 to 0 Q. Qa to A. 09 6.1 to 7. 3 H' ~ GP- :1-1. ?i to 3~ IO t~p ~Rb------- LoR. - - o. 0 to ~ )lU 0. Q~ to 0. Q6 G. 6 to i. 3 IIigE~__.___ Locv, LoR.
E1C Elo~k~ very stoay s~lt loum, 0 to 30 per- Similc►r io Eloiku silt loam, 0 to 20 percent slopes, ' Locv.
cent slopes. e.qcept that they nre very scaay Ghroughout. Eld Eloiba very st~np silt loam, 3Q ta
percent sl~pes. ~
• Em Emdent silt loam. ~Iedium-te~tured, some~►hat poorly drained, 0 to ?6 Silt loam_.________. 1IL-CL___. :~-4._..._, 95 t~ !00 90 to 100 8q to 95 0. 8 to 3 A. 1; ro 0. ?0 r^, •
nikaline soil formed in ulluvium from culcnr- 8 to J. U Hig~___.. _ La~ to rr eaus silt, volcaaia ash, and diat~nite; depth 26 to 41 Gery fine sundy ernte. Law to mod- erate.
to water table fluct~~ates from neac the surface loAm. ~U~-------- to l0U ~JO to 100 80 to i 0 0. 8 to W o A,1 i to 0. ?0 4 to . $ 4 lloderute__. Lo~v. to abaut 6 feet. 41 t~ 60 aandy alap lonm___. Low.
CL_.__.___ r~-8_~___ 9~ to 100 JO to ~Ja 85 to 9Q 0. ? to 11. $ O. lr" to A. ?Il ~ 6. G t" ~ o 3 Loa.--•--- 1lodernt~ \todernte.
FaB Freemaa s~t loum, 5 to ?tl perceat Very deep, moderutelp ~ell drained uplund soils 0 to 2. 5ilt loam_________.. . slo es. Hith medium-te.~cturedsurf~ce l~ er and medi- lIL-CL____ A-~.___. 9a to l0Q 90 ta 100 80 to 90 0. ~ to 8 Q.1"r t~ n, ?0 , " P Y 0 6 to 3.lloderate___ Loa to a Low to mod-
Fa63 Freeman silt loam, a to '?I) percent umormodecmtelyfinete.tturedsubsoil;formed 22 to ~2 5llty clay loam~___. erate. slo seti~erel eroded. ~roro silt oa rollia to hlll lands. CL________ A-8______ 95 to lOp 94 to 100 80 ta 90 <G+, 05 0, li to 0. ?A ' P~~ Y, B Y P Q. 8 ko 3 Lo~----.-- 1lo~lerat~ erate. Moderate.
FaC3 Freemnn si~t toam, ?U w 30 percent slopes, severelp eroded.
Fm Fresh ~rater mnc~sh. Sluillosr, swum v, intermittent poads and fringes aroun ~Inka that have a 8uctuuting
~ Ruter tuble. Engineerin data is $ot givea, as lnnd type is too varis e. ~
GaC3 Gar6eld silty eluq lonm, 0 to 30 percent ;~'ery deep, well-drained soil de~elo ed in loes.q p to 3 Silty clu~ loaca__.__
slo es se~~erelv eroded, an rid eto s and h~obs on the ro' to hill 8 to 23 Silt • clav_._______.. C~-------- A-8.____. 9s to 100 90 to 100 90 to 95 0. ? to 0, S' 0.1 i to 0.18 • A, . , P , ~ Y 8. 6 to r. 3 Lo~v.------ ~toderaG ~ C~-_...___ ~-7..__.. 95 to 100 9U to 1Ap 90 to JB 0 05 to 0, 0,14 to 0.1 ~ ~ • Moderate.
uplaa ~ ~a the Pnlouse soil nre.~. .3 to 60 S~Ity cla;v lau~_____ 6. 8 to r. 3 Lo~c._.____ Fi~ h. CL. r1-8.____. 95 to 100 UO to 100 00 to 95 0. 2 to ~ O. li to Q. ZO ~ g 8. B to r. 3 Lom_ llloderati liigh. 1ltoderate.
G~A Garrison grnvelly loam, 0 to 5 percent Gra~•elly, medturo-textured, somewhut eaces- 0 to 15 Graveny loa~______ ~ S~i____.__. A-~.._____ 8b to 85 ~!0 to 84 35 t~ 5A 0. 3 xo 3. 3 0. 12 to 4. 14 slopes. sivelp drnined soils formed in gruvelly glucinl 15 to ~ Very gn~~ellv loam_. 6. 8 to 3 ~lfoderate Low. : _ _ Low.
C B Gnrr~soa vell luam 3 to ?0 escc~it outnash materinl trom n variet oP ucid, 44 to 60 Snnd nvel and p 1~-------- A r.____. ~45 to 8a 30 to 60 5 to 15 a to b. U 0. 0~ to 0.10 6. 6 to i ~ Q Bm Y r P Y ~ ~ CP._._.__. A- -'S t' . ~ 3 lfoderate.~ Lo~v. Low.
' slppes, igneous pareat rock; on nearl level to mod- cobb estones. 1_. 0 3~ 10 te 20 0 to a ~10 , U. 0~# to 0. A6 6, fi to 3 Hi b__.____ Lo~v. erutelv elo in terrnces~ de t to mi~ture of ~ • g P B ~ P I.orv.
s~nd,~qruvel, 3ad cob6leswnes ranges from 3;S to 5 Feet.
Gm8 Gurrisoa ~~ery gra~~elly 1onm, ~ to 8 Simil.~r to Garrisoa gta~~ell~~ low~n, e`cept that 0 to 13 Very grn~ellv lonm.. i~., ~ ~
excent sld es, the surfuce la~er is ~~crr a~•ellv. 15 to ~ Ve vellv losm__ i- 3U to 60 .0 to 5b ~ to 15 a to ;1 ~ A. P1~ to 0. 1p 1 p p . rY 8r~ to G. G~ioder:~te._. Lo~r. ' A-2______ 45 to 6a 30 to 6Q 5 to 15 3. 5 to S, ~1 " 0. t~S to 0. !0 - ~#4 to 80 Sand, ~ravel, and y ~ ~ 6. 0 to 3 1[oderate.__ Lo~n. Low.
p _ d 1_..__. 3 t o 3 S l tl t o ? 0 0 t ti 3 0 ~ 0. Q~ t o tl, O G c o b b l e s t o n e s, ~ 8. G~ o 3 f I i g h__.___. L o ~ r. Low. Low.
Gn8 Garrison very atoay la~m, 0 to ?0 Similar ta Garrison grn~~ellr loam, escept that E
percent slopes. the ~urface lu~•~r is verv acoav. , 1
GpA Clenrose ~iIt loam, 0 to ,5 perceut slnpP,s. ~'ery dcep, medium-textwed, well-drnined soils 0 t~ i2 5ilt los~_________. ' ~ . , Gp8 Glenrosesiltloam, 5 to?0 erceatslo formed from scid ~ eaus lacial till; su~face CL..__ 80 to 95 7o te 05 80 to 35 0. 3 to 0, L to 0.?0 6.1 to 7. 3 1[od
P P g e r a t e__ L o c v t o GpC Gienrose sat loam, .0 to 30 perceni lu} er influenced by a~s sad tialcanic a~h; on modero Low to moderate.
slopes. gent!}• rolling to steep uplsnds. I ~ GpD Cle~uose silt loam, 30 to 53 percent ~ ~
slopes. ~ ~ ~ ~ ~ i !
. ~ ~ _
i
~
Short;Plats 1:183=98, and 1-186-98
-Sight Distance Analysis: Progress Road
- Intersection of 111~ Lane -with Progress Road
~
(
' Sight- Distance ReQUired:
,
For a_car waiting to,merge-fr: 1 l.`h`Lane onto;Progress Road, the following,criteria were used:
- 1. Progress Road local access'~street with design speed of 30 m.p.h.
, I The stoppin .'ght d' ce is 260 feet.
3. Driver's e s 16 _ ehind edg :pavement on Proeress Road, and
driver':~~y hei t is 5, feet - v road,
4. Tbe obj' tio onco ' g v 'cle. ei t is 4.2.5 feet.
_,32
(sD)2"= (-loo~~ - 2 i(.2h,)' h2)"2 1
{.(100)( _ 2[(2bi)1 (2h2)' ]2I 1,3',:1112
~SD = ,Sight Distanc , feet
~ SSD = Stop;p.ing Sieht Dis - ce, feet
~ 'hl = hei$ht ofdriver's eye `above ro dw surface, feet
h2 = heigtit 4 object -above roadway rface,- feet
.
'I :SD = 1(400)(200)? [(2x3.5)'f +2x4.25)'R]? I 1,329} "2 = 305 feet
.
~
~
I I .J
-
~
i-
i
I
,i
~i
I
I - - I ~ - • I I - • - I I - - I I _ - - - ~ _ _ ' I I I I I i _ ' _ . _ I
- - - - - , Q~66RES-S R oAD '
.,rtinimum Classificatlon IndustriaUCommercla! ResidenPrirre►d
Design . ~ Roadsf0
i Elements-
ADT All 600 and,Above) 8efow 200 NI
_ Canstnictlon ~ Curbed Sfioulder Cuibed (Shoulder Curbed Shoulder , All
. ~
Deslgn _ Flat 35 35 30 30. 25 , 30 20.
Speed (mph) RoWng 30 30' 30 30 25 30- 20
M6unta(noue -25 25 , 25 ,25 20 20 20
Minlmum Horiontal Flat 415, 345 275 215 100 21,5. 100
Curve Radius'-° (R) Rollinp '275 230, 275 215 ,100 ' 215 100
Mounta(ncue 165 145 165 135 _ 100 75 100 •
Superelevedon Rete Maximum - 4 - 6 - 8 -
bA - - i
Grade MaAmum 8 8 8 8, 9 8 12
Mlnimum 0.5 0.5 _ 0.5 0:5 _ 0.5 0.5 0.5
0 150 125
15
Stopplnp Slght Flat 225 225 200 v
Dietance (ft j Rollinp . 200 200 200 , 150 150 125
Niountalnoue 150 1'S0 150 150 . 125 125 , 125
r ,
IntersecdomSlQht Dislence ~ ` AASNTO Cha~ter IX Slght Dietence ~ages 739-768
,
Crest ~Flat 40 AO' 30 30 20 30 10
Verlcal . Ro, ~np 30 30 .30 30 20 30 10
Curves', (K), , Mountalnoue ~ 20 20 20 _20., 10 , 10 10
Sap ' FIffi ' S0 501 40 40 30 40 20
Vertlcal Rolling 40, 40 40 40 . 30 40 20
Curvea'.(K) _Mountalnous 30 .30 , 30 30 20 20 20'
Roedway Wldth (ft)'A Mlnimum 40 40 30 30 28 28 20°
Intereectlon retwn redil Minlmum 30 30 20, 20 20 20 30
(fl) Rlght of Way Wfdth (ft) See SecUon 108 _
See next page for footnotes. TABLE 3.03
ACCESS STREET DES9GN ELEMENTS
Spokane County.Standards Page 17 January 1,995 \
•
, SIMPSON! ENC3INEERS INC.
N 909 ARC30NNE ROAD
SPOKANE, WASM 99212
Short Plats 1183-98 and 1186-98 PHONE 929-1322
Sight Distance Analysis: Progress Road
Intersection of 11 `hLane with Progress Road
SiEht Distance Reauired:
Equarions and figures from AASHTO- Geometric Design of I3ighways and Streets were used to
deteraiine the sight distances required for a car waiting to merge firom 11 `hLane onto Progress Road.
The following criteria were also used:
1. Progress Road is a tocal access street with design speed of 30 m.p.h.
2. The stopping sight distance is 200 feet.
3. Driver's eye is 16 feet behind edge of pavement on Progress Road, and
driver's eye height is 3.5 feet above road.
4. The objeet height or oncoming vehicle height is 4.25 feet.
Case: B-1 Left turn onto Progress Road across one lane of traffic with
vehicle approaching from left.
d = (1.47)(V)(J + t,) _ (1.47)(30)(2 + 4.8) = 300 ft.
d= sigbt distance to the left along the major highway from the intersection, ft.
V= 30 mph, design speed on the major roadway, mph
J = 2 sec.
t, = time required to accelerate and traverse the distance to clear the traffic in the lane
approaching from the left. 1'his distance is the sum of the ten foot setback to the stop line,
tbe length of the vehicle, and the distance traveled to cross the opposing lane(s)
(approximately 1.5 x lane width).
ti = 4.8 sec. from Figure Ix-33 for s= 10' + 19' +(1.5)(20') = 59'
W• 1V1c~ .
~J~ ~ wAs:
Case: B-2b Left turn onto Progress Road across one lane of traflic and ry
merge with traffic from right.
~
d Q -h ~~1 r
_ _ 349' - 56' _ 293 ft. - Zg5
.
~sfo~. H
Q = (1.47)(0.85 xV(J + t,) _(1.47)(0.85 x 30)(2 + 7.3) = 349 fit. iaATE t,
/ci- e
V= 30 mph, design speed, mph
J = 2 sec.
t, _7.3 sec. from Tabie IX-7 for V=(0.85 x 30) = 25 mph, and P= 140 ft.
h = P - 16 - V.G. -L = 140'-16-49'-19'= 56ft.
P= 140 ft. from Fig. IX-34 for V=(0.85 x 30) _25 mph
V.G. =(1.9)(0.85 xV) =(1.9)(0.85 x 3U) = 49 fr.
1 SIMPSON' ~~~~NEER5 {NQ:.
N SWARGONNE ROAD
SPOKANE, WASH 99212
PHONE 826*1322
Short Plats.l1`$3-98..and 1186=98
SiglifDistance Anal.ysis: Progress Road
Intersectionof 11 `hLane with Progress Road
.Sieht Distance~ Reauired_ (continued):
_Case: Cb Right turn onto P-rogress.Road. and.merge, with, traffic from the left:
d= Q-h =-349'-58'= 291 ft.
Q=(1:47)(.0:85 )t V)(J-+ ta) _(1.47)(0.85: x30)(2-± 73) = 349 ft.
V= 30 mph, design speed, mph
J- = 2.: sec.
-t~ = 7:3: sec. from. Table IX-7 for P= 1-4.0 ft.,, and V=(0.85 -x 30)= 25 mph
h = P - 14.3 -,V.G. -L = 140' -1,4.3-49' -19'- = 58 R.
P= 140 ft. from Fig. IX-34 _for V=(0.85 x 30) = 25 nlph
V.G..= (1.9)(0.85 xV) _(1'.9)(0.85. x 30) = 49 ft.
M - • ,
CASE Ib5?OP 'CON7ROL
~
uaJOR*
-
IucNwdr - - - - _ _ _ _
,
a~ - a2
. ,
wiNoA ~HIcHwaY
CASE' Rul - STOPPED VEHICLE CROSSINC,
~ A MAJOR :NtGFi1VAY
~ , .
NAJOR _ . - ------------~----=:-r=r
dl
. ~
;M1NOti iHIGHWAY'ChSE ,1116 • STOPPEQ YEHtCLE TUAMNC IEFT lNTO
T1Y0-lAHE MAJOR HICHYlaY ~ '
i _ _ - _ - - - :
- J ` - -
t MAJOR -_.•._----i
: WGHMfAY - - r- ~ - - _ - -
di
~~C s~ C.b~ -
' &tINtiR '~k1AY
CASE.,,U1C =-STOP,PED VEHICLE TUANiNC RIGNT, iNTO
,TWO-IANE~ MAJOR HiCHwAY' OR'' A1GHT* =TIJAN aN A, RED ~SIGNAL
Figltre M-35: Intereectlon aight, diatance at at-grade .'jntersec-
tlons. ,
- .
. . ~0 . `
! r~h
. ~v 0[iTY OF vEM. J► at = 0 VELOCIT7 OF YEH. 0 ot 1 O.S.
^ • _ -
v~OC1TY OF VEH. A at 6 Vo Vfd.OCITY Of VEH. 9 at 5~- Vc
' l` VEHICLE A ANO d ARE t9' IN IENGTM
' p LEvEi. CONOITtONS ,i vG + L,
0 ' ~
P-14,_
Sa , n - P-+4,3-vC-L
~ ~a I L-
vG , t9' I
12• - ~ - - - - - - - - - -~=~3- - l~~
.
xw
VEHICLE p
Sd = SIGHT 0154ANCE FOR VEHICLE a TO OEPAR7 RaM ~eh O ppSITtON OF STOPPEO VEHICLE A.
STOP PCSITION. CCMPLE7E A RtCNT TURN 4N ~ G
ACCELERATE TO SPEcD Va wITNOUT BQNG 0 EA- O~STANCE TRAVELED BY VEHICLE A ~N COMPLE~iN~
TAKEN 8Y VEHICLE A TR4vELlNC AT DESICN PEED ' THE RICHT TURN. Ti R/2=39.3' 39.3 - ZS =~4•3
AIVD REQUCiIVG To 5PEE0 Va. @Q DISTANCE 'P• TRavELED BY VEHICLE aFaOM S7oP
P= OISATNCE TRAVELEO 8Y VEHICLE A FRON Q 00. POS17tON Art0 ACCELERATINC TO SP£ED vc.
O= O15TANCE TRAVElEO 6Y VEHICLE 8 FROM a(s).
t, a IENC "I'M oF vCFtICLE VEHICLE B
vG = yEhUCtE GAP OISTANCE 9ETwEEN vEHICLES a AND, 8 Q POSITtCN OF VEHICLE 8 TRaVELING aT DEStCN
AT POMT5 0 ANO (D RESPECTNELY. SPEED Z SECONOS BEFORE VEHICLE A STaRTS
n= P-14.3-vG-l P~ THE DENaRTURE MOvEMENT.
sa = o-r, •
n= P-14.3 OISTANCE '0' 1FtovE1.ED 8Y VEHtCLE A wHILE REDUC;NG
FEED, OF'`'=VDft"0E-.fl,~9rR01NT`(% tMPHI X 2 dEG. x t.41. 70 SPEEO vo aN0 9Y N0: ENCROaCNINC CLOSER THAN
VEHICLE GdP DIS?aNC£ TO vEHiCLE A wNEN VEHICLE a
HAS REACHEO POINT (M
L."~^sy I~/~ZO f~~~• 111/~ ~Mw~+wr~ ~iw~iw~w hsw~iww ViwA► ..►wrw d Iwftwm
r
~~rw• H •MN ~ r ~y ~ v ~rrnrs w>. ~M~ ~
vELOGTY OF vEH. a at .Va VELOCITY OF vfH. 8 at Q= va
VEFUCLE A ANO 8 ARE 19' W LENGTI'1
Q LEVEL CONOJTICNS
i n L v.c~ h= 13-16-LC-L I Sd
v~. ~
Q- .
r~~'~'"~.rT. r . • • ' ' r~A1
a, ~n.+►
~ ~ioi
VEHICLE A R-28 ~ -
(5) V.C. - VEHICLE aP 0I ANCE 9ETwEEN VEittClES a aa0 8 aT
POSiTlON Of STCPPED VEFflCIE A ~ POINTS 6 aND AESpEcTivEtY.
Q-Q OISTANCE T1iAVELED 9Y VEHICLE A lN COMPLETTNG Z SEC. 1.47 VEHICLE SPEEO MPH
THE LEfT TURN. IrR/2=44' 44 - 2 8= 16
0-0 OISTANCE TRAVELEO 8Y VEWME A!N ACCELfAATiMC Sd '~o AISTOP POS1TtONE COMFLETENA DEPART
TO SPEED Yo
ACCEIERATE TO SPEED Vo WRNOU? BAING OYERTAKE~i
vE~c~~ eY vEHtCLE B TAavEL;r,c At oEsicN SpEEn ANa
Q POSITIQN OF ~EMIGLe' 8 TRAVEIWG AT OEStGN AEDUQNC TO SP£ED va
SPEEa 2 SECONOS BEfORE VEHICLE A STARTS P= O15TANCE TRAVELEO 8Y VEHICLE n. OR QTO Q F i~. lX- 3E
WS OEPAATURE wOVEMENT.
I S D?SfANCE TRAVELID 8Y VEHICLE 8 NHlLE AEDUCIMG 0= OISTANC£ TFiavElEO 8Y vEwCLE 3, aR IQ'i0Q
TO SPEEO Vv ANO 8Y NOT ENCROaCKINC CLOSER 0= 5a + n ~=~~•4~~t0.s5Yv~~ j4~
THaN v.c. To vqgC1.E A N?tEN vENctE A Mas
AEaGHEO POW? W Sd = Q-h Z Sab~e 1
F1gure iX 36. Cese IIIey stopped vehtcle tuming lefi onto two-lane majcr hlghwsy.
4.6_ - (ti 9)(0.Is x v)
a ~
20 7 o . f
M i~ 60• 5 ' --Y C
W 1 50
tp (n
tn -
m o 0 s ,►cce~.EAAt►oN of
~ (6 - - 7, 40- y- c p45S£NGER CARS Iy
N ~ Q ' ~ yQ 1.E4E1 CON01710N5 ( •
~yJ )o r"~) 1SOuRCE - DEvELGPLO
~ (/1 f~ _ _ ~ fHnl-i aEF.lfif
% za
0, • N ~
W . ~ ~ . _
~ 12
, •
. 5 , _
. • - > i :
, . '
Z i . 0
O 10 , ' ~ c/1 too 400 sau aoo :oor i4no i6oo 1e00 2000 i:oo 2400
~ - ~ ••j~ ~•qr:••' /
Q " f. M"~ 1~ P 6•~• D~ ~ • P• P a S S E G E R : A S I S T A N C E i q A VEL E D i E f :
.
W 8
' ~ ' p
. •
. .
i~' ~Y ~ • • ~ 70
u
u
Q 6 Bo
. r . .
u
0 4 - F S~ ~ iA•P.``: f
_E9
r I I ~ ~ 40 ~ SPE£0.~~1_l~ ~ i
Q tl~~~ F~ - ( I ' 1
J~. tn n~ ~
~
LO n v 80 100 120 W4 (W1 180 2WI .~~.ACLELf~bI~~?F rRUtKS
%a 10• ' ! EVEL CONdITtQNS I
44k t57C0 1.0./NPF.11
S=DISTANCE TRAVEIED DURING ACCELERATION-FEET CL 7C
N
io
Fipure IX•33. Slghl dlstanco et Intersectlons (Case III, accelera-
flon Irom dtnp). c ~ ,
0 lcoo :ooo 3000 .oao sooo aoaa .1cno eooo soooloooc 11000 itooo
TRU:KS - bISTANC: 1RAVEliO - FEET
, Figure IX•34. Acceleratlon curves,
~
~
W
Fur au ubiusc-angk quadcanl the anglc bclween lhe siglit lane A-0 and the Effect af Yertieal PruCtes
~ pelh of ritlicr vchicic is small, and vchiclc operawrs can laor actoss the ful) a
~ oighf irianglc area witb bul a liule side glance fram ihe vehiclc path. Par an The evalualion of sighl distancc al intccscctions in Case Il is baKed aa the ~
ecutc-angle qiieJrant, sight line B•C, npr.rators are required to lurn their safe Ktoppiab distenec: o( e vehicle eraveling nt a stated spoed on 1evci high- t
m heads considarably tn see actoss the whale of thC aight triangle arca. The dif- wnys. One oc mare nf the roads approaching the intetsection rnay ant bo level. c
~ ficulry of Inoking for appraaching trafiic makes it undcsirabie lo treat dic A vchiclc descendiag a gravc rcyuires a samewhat greetcr distance la stop ~
~n intersection unJer the assumptians oFCase I, even wherc aaffic an both roads than daes one aA a level gradc; also, e vehicle ascending a grade requires leas ~
is light. 'fteatment by Caae Il or Case IU, whichever is largec, should he used distance in which to stap.
~ et ublique•angle intersoclions. Thc differcnces in stupping disiaaces on varioua grades at intersectiona i
N ln Case Ul the 5 dislancc ie largcr for oblique•angla than for iight-angle ; arc Ibc same es those given in Clwpecr III, Thc diileRaus indicate that 4
intcrautions. Tlrc pevement width on the path of the emssing vehicle. W, ie grades up to 3 percent hiave linle cffecl on slopping sighl dislances. Gredos an
the actual pavrmcnl width dividal by the side of Ilu intctsection angle- Thc d ~ an interaection lcg should be limited ta 3 pcrunt unless the sight distances
disisnce along the highway in such a case cannol bc cead diractly from Figum are greater than the lowec limita or stopping on e level grode, in which ceae
IX•39, but can be compulcd by the equaiion d= 1.47V (1 + 1.) hy resding t, fhe gcedca shauld nat bc greater Ihen 6 pcrccnt.
direcily Erom Figum lX•33. ln the Case Ill derivatian, the timC rcquired lo crosa the major highway 'ts ,
Table IX•7 9hows the valucl for accclcretian rates far passenger vehicles. materially aifecied by ihe grade of aossing on the minor road. Normally, Ihe ;
gradc ecross an imcraection is so small that it nccd oot be eonsidcrcd, but ~
whcn curvature an the mejor road requires lbe uce af auperelevation, Ihe ~
gTade across it may be significenl, in which case the sight dialancc elong Ibe ~
Speed Dl~tance T. major road ehould bc iacreesed, i~
(mp11) (F'f) (See.) The effoct of grade on acccleretion can be cxpresscd ae a multiplicend to • be uscd with the time, 1. , as detcrmined !or Icvcl condiiions for a glven die-
lS SA 4.5 tance, The epproximate raiios of ihe accelerating time on Ibe grade co thal on
20 90 6. I , the lcvcl, for the likcly raage af emysing disiances, are given in Teblc IX-8.
25 140 7.3
30 215 9.4
35 305 11.3
qA 420 13•5 ' Rytlo, sccelernting time an grnrnde la accekroting tlme an level eoction
tn
m 45 510 15,9 Crnasroad Orado (perccnc)
Sp 764 18,6 ~ Design Vehicle -4 -2 4 +2 ♦4
SS lOQO 21.7 '
; P 0.7 0.9 1.0 1.1 1.3
bp 1315 25.4 SU 0,6 0,9 1.0 1.1 1.3
65 1135 30.0 WH-50 0.8 0,9 1.0 1.2 1.7
70 2320 35.9
Table IX 8, Ettect of gradlent on eccelerating tlme 81 Intersea-
o Ta61e IX-7. Accelerotlon retes for paseongor vehlcles. Ilons.
~
n
vr
r •
N
~J
~
C:<ncClCd FilC ENGINEER' S REVIEW SHEET
uaw r►ird
Date As Built Plar-Ls Reeci
Date Road Pians App~~~~eLl S1iC}ilT11-AT 1-~1LL Sp-1 183
hexv Ruad Stand:ird, j-159~, \11'hr ?
(.l)Illp:iilll)I1 Fl1C
Ilearing Date iI Tilnr: H Nuiuhcr: Related File
'1'echniral Rrview Date: TR Time:
Building Dept Revirw Datr: 05i07/1998 R Tllllt: R NUIIIhCt': Tf'C}~ ~hVIENk `
Date ReceivCd: 04i23/1998 Rrview Tvre. L3rge Lut Lil-c f...
Nu. Lut 4 Nu. Acre 1. ~
Project Name: UK-3.5 SIVGLE RES Rangr-Tc►w•nship-Sertiun: :W- 25
Site Address: W PROGRESSIE 11TH,/N 12TH rARCEt.cS,: (first 20.
Applicant Naiuc: f3ARNES. GARY & TAh1ARA Phcme (509) 255-9341 4523407'':
Applicant Address: PO BOX 1221 Phone 2# (509) 255-6782
1.113f:lt"1'Y I.AKE, NN'A 99019
I)ace Cc,nJiticuLS Nfailr,l
Floud Zone Nu «'ater 4 Sr%~er 5 Schoul 356 Fire l Yhone (1S WES"1'
Billillg BARNES, TAMARA Uwner: BARVT:S, G:1RY & 7'AhiARA Engineer C1IARLES L' S1MYSUN
Addresti: PO BOX 122 ,qddrt`s PU BOX 122 Conlpan}' SI:IIYSUV LNGIti1-;EIZS INC
I.TAFRTY I.AKE, W'A 99019 I.TBLRTY LAKC, WA 99019 :1Jdrrss: `x)9 y ARGONNE !tll
SPOKA:VE WA 992121
Phone: (509) 1-55-9341 Phone: (509) 255-9341 Pho►ie: 509-926-1322
C7 i ~ ~ ~ ~ ~f, ra!c: 509-926-1323
Signcd Name '1'.q`-i.AltA h1 BAR'VES
Ruilding ti 456-3675 r` Nlannirig, 456-2205 C'ontact: STACY I3lORDAHI.
I~atp ~~ihmitte~l Detic~n
DATE TECHNIC~II.L~' C'O~~lf'LI:'l'!:
Dt1TE NOT TECHNICALLY COh•1PLETL
04%161998 D.ATF. PAl' FEES RECEIVED
UA"1'1: PRIORITY FEES RECCIVEU COPN' TO Y1CCGUNTItiG
FINAL PLAT FEES COMPLETED AND COPY 'I'U ACCOt►V-17NC;
I ~ l NO"!'lCE 1'O PUBLIC / NOTICE T'U PU[3I.IC # 13 4 G COMPI.F"fFD -OR NELDS TO 13f? SI(►hEA)
In c)ui a1 tn-Oui In-Ou, ;r ~
I)t-:U;V UFA'IATION D.1TL•S IV-Oi_!'I'
In-vut N-t In-vut Nj In C)u; :?r)
BOND QUANTITIES FOR DRAIN.4GC ITF,NT CAI.('l;LA"1'l-U I
DATE BOND REC'f;l\'FU I3Otil) :1~tOll~~l' Itf:('I:I~'EU
DATE BOtiD RL1.Er1SE - D:11_L I1UtiI) RI:I)t1(T:U 13ONl) IiAI.AN('F:
Hearing Date Dezisiun Appro% ccl U~:nicd Appcal« E3CC :1I,pn,~eil Det;ieJ
Appealed to Court Approved Deniecl Cunluiurcl Final Prujrct Status
STAMPED h•1YLARS TO PERMI'I' "I'I-CIIhICIAN (SY'L)
STAMPED 208 LUT PLANS '1'O SECRETARY (,SANDY)
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t c..-4-t.~ ~K) ~ ~ ~~✓a ~ _ ~u r- _ ,
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S'1'ATIS'I'ICS: - - 1)/l'1'T; ,
Plat Cl1cc P.He 0~ CAJ - - . ~
_ ~ -
~ Numbcr of Lals t
Road'Miles (NcW) e n
. ~ t- . .
'I'cital -Are~- ~ • . , . . . ~ . ~
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M AP
Nartli Arrow
Scaic
~ L.cgcnd,
FAA
t -
- Procctluires & Lquipmc,at
Dasis:of Den%ings . ~ - .
Plat Locntion By Tic1L I
Of(icia! 'Signaturc I3locks_
~ Surveyors Ccrti~ficatc
Roacl Names
Ro;►d Wicltiis
,
Adjacent Arc1
Lot & IIlack Numbcrs
' - I
RlW Dcdication dcsi~gnatcci
'1 T'vo.t Strips ~
3 `RPS on GLO `Corncrs
"1'r.nct X ~
L,ot. Arca.s- ~ W ~4-.~._ r~C~C~~~ ~ ,
. l3cncli Ivinrk v ~
C(aSiffC
_ . - . - -
UEvICA7'ION, ~ ~ -
Description (.To,-hian)
C-)
DcscriPlion (To',Cett) 4v 0 -
.,.Owcicrs
, ~ ~C~[%i~~►' * ~~(.AiC~j,,~, ~
: Ccrtifcate_,to .Piat
, rooc strip-s
Ri D CPR Staten.ient.
~
Acccss -Prohitiitcd
RAv Dcaicacion
' _Dcaiiiage Unguagc
,Q
.
~.Dr;iinlge ~Covcnan,t f!
rlooc] Insurance
'208':Doncfs - '$1';004.00 ca _ -208TLANS. APF'ROVEll-~~O±-~__ , -
,Privatc itoacl Doc: b's
t"
_ g,
rivntc [to;~cl NVnrsiitti_ . _ . ~ _ - - . . - - - -
Roacl -Plans ~3
Ro:til--Raitd Iciiprovcrneitt
Ita:id Bancl Insimetion
SiSnecl Dy. Cngirtcec
~ ~ ~
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PRO.IECT M0:.
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P.... TO 3D~
✓ ~ .
wEA?hEA' ?EmP.. W1X SS ~F: YII483 P"CiMTanOa Non'c
aMOLMO C~YOlit0~5'
Nu1~t8EA /lJ+aO CLASS CF: PEASOIdMEL E60f.pYEO: - ~
7 • ~'G _ n~.-~c ~
OewiOA ,E(jNtoY'ENT 01d, -PNOJEC?
NO. I - DESCRIPTIGN ~ Sl2E/C.AV.wGTY J MAi CPEA.
~ A `T 72-a
~'r <r -C7 SO C'_ pr. ~ ~.1^ ~e.L ~ I k•4i41P-
, • , ~
~
wGAK ACCOWLJSirEG TODAY: ~ - _
~ , .
cn1--), r. J!L~~'~ ~ h^P, Se-•r S t.r_ui S 'S'a il er+~ c~.;~
~UL6' ~~1" . 'Q. LS l n SP A IS Q ~ Te[ ~ ~ C d S~ ~,7 L
"
axrr;~-(, r. ~ ~ c~ v~ b''1 o i-~-1- S• t d 8 ' [ . ~ LL' $1'~ ~ c..T~s d ~4. ~ h c ~
Co h e, S 4c
,
Z ~ ~ ~C C • - - ~ Z ~ ~ - C.r N h ~ ~
~ s 64.
.S ~ M-v~ r- c ~n ~ n, s r1 ~ ~ '1'~'!-G -
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81 ?-f5,I 9 1~ F"►-, J-,x~, ' -
J, i o T~ rn S T ~-t n L r~ L I r1 5 T~i ~ j~~ ~ v T h n. •4 . •/C.'~~, .
. ~
SIGHT DISTANCE EASSMEN'r
Sight distance easements in Lot(s) I . and , Block
, as platted and shown hereon, are hereby granted to Spokane
County and its authorized agents for the sole puYpose of allowing a
clear view sight distance triangle over and across the easements.
The owners of said lots agree not to obstruct or in any manner
allow any obstacle to block this clear view triangle between a
height of three (3) feet and a height of seven (7) feet above the
road pavement elevation adjacent to said lots. Spokane County and
its authorized agents are hereby granted the right of ingress and
egress to, over and from said easements for the purpose of
inspection and emergency maintenance of the sight distance area. If
the property owner fails to maintain the sight distance area in
reasonable conformance with the approved plans on file in the
Office of the Spakane County Engineer, a notice will be given to
the praperty owner. If not corrected after ten (10) days, Spokane
County has the right to correct the maintenance failure or have it
corrected. All costs involved will be charged to the property
owner.
.
SEP-08-1998' 13 :33 S I MR'~N-EhIG I NEERS 509 926 1323 P. 02~03
. .
r .
~
~ ~'ice of the. CouAty Engineer
. Spokane Count.y, Washington
1 September 1998
To : 31mp8on Sagineesa
, grom; Develoyaaent ftgiaeeriag Sesvicea,
Sill 8ammiaqa. P .-8.
R9z $V=1183 & SP-1186
Pfl"edicsiioel. Draioage, caserients. as platted atsd 9hown hereon, wbich ane. for the, purposes of installing; aPcpatin8-..and
maintaining drai,nage ponds and drainage facilities to dispose ; of awnoff-, are hereby granied tv Spokane
Cowity,.
'l'he,propeety owners widiin tbi,s plat sball be held mspooible for_keeping-.open and maintaining the,,surfaoe
path of natura! or maa•made- drainage flow, over,and across their= mspective ,properties: If the. P_roPenY
,ov.mer(s) fails to, maintain the surfa~ce -path of: na~wa! or, maa-made drainage -flow,- or the ~ swale, a
noticr~ of sueh failure may4e g,iven to1he property. owner(s). if-aot ,corrected witlun tb►e. period ~ indicated on
said notice, iSpokanc County has die rigln to eortect the 'm,a,intemoe failure, or have, it oornecx4- aV the
cxpcnse of the pr+operty owaer.
There, may exist' properties lorated uphiU aad adjaceit m tbis subdivision whicb periodically - dischargi:
's~tormwater runvff ;onto individual lois within thus plai. Rtutoff from nearby uphill- properti'cs -should tx
~xper.t.ed, and .durin snowmelt pcriods, or -wet s~asoas the lots may be., subjcrtcd to highcr arnounts of
stormvvatt:r nuio wliat is, nonrially observed or apticipated. Because stoimwater runoff from.adjaixnt
propcRics have disontio~this plat prior to devetoptneat, sionmwater nuaoffw_ili likrfy -oontinuc to do so
aftr-developmeat. It is the eesponsibility of the iadividual lot owaers-to maint,ain= existing -surfaa: paths of
,nu~off tbrough theu re.spective lots and to gade tbe lots in accordauCC with applicable tules and'rC8ulations.
so as to Prevent'proPeKY'.dwmp-
Any build;,ng. that :is constructed on a lot, ia this plat shaU'bc set, et such an rlcv3tion so. as to provide posiave
drdiaage away•froin atty dmuwge entry-point to the building (iatluding but not limited-to'a wiudow wCU, a '
wiadow unproYccted by s windaw.well, or a-doorvvay,). Saidpositive drainage shall consist of,a minimwn
,slope of 30% away, &dirr,ttic,buildiag. for a distaace of -at {east- IO feet, from the- building., 'ilie lots shall, be
gr3ded~so that either;a) all ninoff'is routed away from the buil~din~g, and conveyed over the lot.to~~a aatura!
dra~u~ge,swalc or aPproved drainage faciliry, or, b) drauage ihoercepted-on the lot~-is di'sposed of,on the lat in
an -approveii d~r~iinaw faci,lity. 'Ihc sPProved draioage.facility sball be,oonstrumd :in accordance with any
apPlicable acoepte& plans. on file ai the Countyy Foganca's Offlce_ Any nevisions to the :acccpted dcaina~~
iplans nnust be-accepted by,tbe Caunty Ea,gincxr't Office prior to consttuction,oftaid revisions.
. i
i
I
~ SEP-08= i 998 13 :33 5 i rPSON ENG i'NEERS
' - . 509 926 1323 P.03i03
~ - -
-Spokanc Cvunty dces not, -aW~pt the cesponsibility of AaiaPitsingl, dae diainagc coursc on private', lots. or
-Avodpla& areas,' witbin private=lots, n,or ttie rc.sponsibiliiy for aay.daRiagc wliatsoevet, iaclttdiog, 'but not
liinite.d to. , inverse oondcmnation to any :propeitits, due ro deficjM.,aafttcUctivn: ancVor maintdptirice of
Ilaiaage aout= en7drainage easetaents on private property.
1bc ;ArcPeity owaers witbm tiis 'plat : stiall maintain aU wdter 9itslitY swales ("208" swalcs) and, dmihage,
ditr,hcs,situated oa theiv;wpective properiies, aad aay portion. of a`208' -svwaie situaied~in:a:pnblic ar private
right-of4ay adjicent to their nespective properties, with a pemunent gmund cover, as speciSW' ia tfie
cw=ut1Y aPPraved ' aad acwpied plans on file at Spokaue County,'s,F,.ngineer's Offitoc. No structures,
including ~feuces, shal!,U cocist.ruded .diicctIy ovcr vr withi4,a `208'swale without. the expressed writt~n
, -
consent af thc Spokaae County Eagineet. Spokane Courtty docs not aocept the -responsibility to inspect
andlor maintain-thedcainagc-easements or drainage swales, aor. dues, Spokaae Couny'a~pt any, tiabitity for
any faifi~ by t~ie !ot owa~(s) to progerly;ma~intaia succh areas. .
TOTAL P-: 03
~
r•
~
I 4 / \ \
\
\
RECEEIVED - ,
& imp6on PrIgineens, ln'c,
.CIVII. ENGINEERS, AidD LAND' SUR1/EYORS ,
Spo KA,+iE'COUNTY, EctGINEER N; 909 ~Argonne Ro~ci o ~Sp,okane; V,I~A. 99212
, (509) 926-1,322 c Fax: 926-1323
- - ,
TO: ~o~~ ~vsko z P•~. _ S~ac~C~he, Cou+nS-__lE-vv!)-lo-eers.
SU6JECT: Skor~ Pla~ ,i-~.83~98 / 1186-9 1?
DATE:=
- -
1. ~t ~v e i
1,,r~~.r-. tha. s~'r e~._~.
h cl 4A,d ed +~-e: or i3; n a1 hi~, ~
~"Ckh qKA4, -rof i le --Di l i1" .(.qhe- r S~-ae: Cov~N'~~`s
oA a"hqy'al (COVA A Vella^ ~o.r aVr
%
_j vt c ~%t.tl ~-4 'alir Q C:~o~1 ~S_ fl'T J'-¢.
Akc lo.ts j-aqAwi,~ i~~~vr cygw~ew#'
~ _ w
~o~►.d a~~ {orw~ .woN ~e Sub~~+t~'e~ b~ -~'ke: d~.v.e~ a~~r_._
S ,i h E.e.r e,( j ~
_ _ ~e.~K ~►~M,~c~C~~•~.
Signed °I3'jc _
' I •
6N , o CLARENCE E. SIMPSON
f mpson Engf n~Sers, Inc. 1,901-1987
RICHARD L SIMPSON
CIVIL ENGINEERS AND LAND SURVEYORS c,HARLES E. SIMPSON
FOUNDEO 1946
Licenced fn Washington and Idaho
N. 909 Argonne Road Spokane, WA 99212
, (509) 926-1322 Fax: 926-1323 August 3, 1998
Doug Busko, P.E.
Spokane County Engineers ~ ¢
1026 W. Broadway Ave.
Spokane, VVA 99260 AUV
SP~iUtii~s: EER ;
Subject: Short Plats .1183-98 and 1186-98
Dear poug,
In our predesign meeting, of July 45, 1998, you requested that I analyze the, sight distances for the approach of
11`h Lane onto -Progress Road. I have included for your review, a copy of the sight distance map for Progcess
Road.
In the profile view, a driver turning onto Progress Road from 11" Lane would be unable to see the required 370
feet to the north for a vetiicle approaching at 30 mph (design. speed). However, a driver would be able to see the
290 feet required for a vehicle approaching at 25 mph (posted speed).
In the plan view, both a 370 ft. sight distance and,290 ft. sigfit distance would extead across the adjacent
property to the nortb of Short Plat 1186-98_ A sight distance. easement could be placed on the short plat to
restrict the tocation and heigbt of objects within the easement, and to prevent the line of sight from being
obstructed. However, the adjacent property to the north wouid not have a sight distance easement. Sight
obstructing fences or tandscaping could be constructed on the property within the line of sight.
At best, the sight distance easement could eztend from the driver's eye to the aortheast corner of the plat. This
would provide a- sight distance of approximately 240 ft. for a vehicle approaching at 22 mph.. Please let me
know if this type of eesement would be acceptable with Spokane County.
Sincerely,,
9"_ ad_ I& qk,4'
Kevin McMulkin, P.E.
♦
Short Plats 1183-98 and 1186-98
Si$ht Distance Analysis: Progress Road
Intersection of 11 `hLane with Progress Road
Siaht Distance Revuired:
Case: B-1 Left turn onto Progress Road across one lane of traffic with
vehicle approaching from left.
~ PR~GRESS
Design Speed = 30 m.p.h. Sight Distance = 310 feet from Fig. IX40
Posted Speed = 25 m.p.h. Sight Distance = 260 feet from Fig. IX-40
Q
s
r
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Case: B-2b Left turn onto Progress Road across one lane of traffic and
merge with traffic from right.
Design Speed = 30 m.p.h. Sight Distance = 370 feet from Fig. IX40
Posted Speed = 25 m. p. h. Sight Distance = 290 feet from Fig. IX40
~
y
r
~
Case: Cb Right turn onto Progress Road and merge with traffic from
the left.
~ PFZ~GRE55
Desicrn Speed = 30 m.p.h. Sight Distance = 370 feet from Fig. IX40
= Posted Speed = 25 m.p.h. Sight Distance = 290 feet from Fig. IX40
s
r
~
For a car waiting ta merge from I 1`" Lane onto Progress Road, the following assumptions W• Mc~y
H~
1. Driver's eye is 16 feet behind edge of pavement on Progress Road, and y T, z ,
driver's eye height is 3.5 feet above road.
2. Progress Road is a local access street wnth vehlcte speed of 30 m.p.h. hR 20578
3. The object heieht or oncoming velucle height is 4.25 feet.
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(Case IIIB and Case UIC). w
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~ (Case IIIB'and Case IIIC). tz
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ID
S P O K A. N E C O L~ I-4 T Y
DIVISIO:v OF E`GINEERING AND ROADS • A OMSION OF THE PUBLIC WORKS DE'PART:.SENT
wiu;am A. loh,s. P.E., County Engineer Dennis M. Scott. PE., DiY•ectoc
Kevin McMulkin, P.E.
Simpson Engineers
909 N. Argonne
Spokane, WA 99212-2759
Re: Sight Distance .Analysis for SP's 11 83-98 and 1186-98
Kevin,
Thank you for your submittal of the sight distance analysis you performed for these short
plats. It appears that the proposed sight distance is marginal for the most criticaJ
maneuver off of 11 `hLane, that being the Icft-hand turn onto Progress with a car coming
south up the hiU on Prcagress. The other two maneuvers you analyzed are considered bv
the County to be °`conveniences' situations; however, vve would still like to see the
requirements for these maneuvers met.
From your calculations, a waiting car would need 370' to the north to safely make a left or
right hand turn onto Progress. Using the assumption that the waiting car is at the same
elevation as the centerline of Progress, the available distance falls short of 370'. We •
believe there are two things you can do to ameliorate this situation:
1. Raise the landing area of 11 Lane 1'-3' to allow better sight lines north on Progress.
2. Secure a sight distance easement from the property to the north of Tract A, SP 11860
The easement would need to stipulate that no fenees, plantings, signs, or structures
could be placed within the easement
The County will work with you to try to find a solution to this problem, with the ultimate
gnal being the protectinn of the traveling public.
Please call if you have questions
Sin y,
.
Doug Buskn, P.E.
Plan Review Engineer
c: Tamt►ra 13arnes. Spcansor
SP 1 l83 ancl SP 1186 Projc.~a:t Files
1026 W. 8raadway Ave. • SpAkane, WA 99260-0170 6 (509) 456-3600 FAX: (509) 324-3478 T'DD: ~509) 324-3166
' ',A2/28/, 98 TtiB' 15:1? FAX, 308„ 88'2 41-25 SPONA~iE VAL.LEY FIRfi DBP'f ~,002
'
~3K~lVEdA~LLEY" FiRE DEPARY1WgN'T . .
Spokane, County Fire D1;strlct l
10319 EASf SPRAGUE~AVE: •SPOKANE: wA 992063616 a15M 928-1)00' o,FAX (W9), 892-4125
R. P~ N~~lea
G'AtO
July 28,, 1998
:Douq :8usko
-Sgok'ane Cotiuity Engineers
- 102 6' W.- Bro8d"y, Avenue
SOokaite, iqA 99260-0170
RE:-SP-1183-98
-SP-1186-9,8, -
Dear Mr. 8ueko : `
The,private road meets our requirement -for these two short plats..
Sinc -ely,
~
~ ev' r:rM i ' ller
Fire insgector
KMf md
• I
Pre-I)esign li%Ieetiag Notes
Spolane County E-ngineers Office
Project;Name: .~e5"S Project Number:. ~ - LJ 6-3
Project-. Sponsor:
Sponsor's Engineer:
Design
Firm: Engineer:-
r
Meering Date: ~ S : Meeting Time: o~ ~ ~ .
County StaffPresent ai Meeting:
~
Other Meeting Attendees:
el--I
namelrepresenting - - - namelrepresenting,
name,irepresenting name/representing
~'1'he FoUowing Items aeed' to be Discussed w/ the. Desigii'En gineer
General Items
1 a: List certain.special requirements listed 'in the Conditions of-.Appcoval, .EIS, or -MDNS. This is
:not-an all-inclusive.list. The,Engineer and Sponsor'is responsible for adhering to,al[Conditions and
design criteria.-
description reference-
descripdon reference ~
description. referenoe
description reference
1 b. Does the Engineer have a cop.y of the Exam'iner's/. Staff Conditions- of.Approval? ~S
2. Include. Standard Plan notes in the. Road and Drainage. Plans.
I
_ ~ . . -
,
I Pce-Design •Mdeting Notet-for,Project: ~Page: 2
Spokane~,County PubliMorks Road Plans
J. Road.Classifications-'and:Design Criteria.
- ,
#1 #2 #3 #4
~
Street Name-
- - ~
Classification f ~
. ; . .
'..Roadway, Width, W
~
, iVi'iriimum rigtif-of-way widt}i ~
s;e note,{:L) T '
f •
~ 1V&: Horiz. Curve w/ super,
- `
~
i
:1VIin. Horiz. Ciirve w/o super i 3
,General -Land- Slop~ e/Terrain 2 ~
Design Speed,. mph
Curb Type,& G1ear-Zone ' E
,(see, Sec._ 3 .15)
Sidewalk required?':(y,es/no),
Note. (1) Additional right-of-way, may-be.given by--the Sponsor. Discussion:
~
2. According to_the Design Engineer, what i's.the-maximum,number of,units, wbich~will,have
access from -a single roadway? What,is the, maac. allowed per Sec.1;.03?
3. Minimum 'intersection spacing,;is 300' for-along a Principai or LMinor Arterial (per Sec. 3`04),
and 1 SO' for a Collector or Local Access 'street. What spacing is provided for-this project?
~
Pre-Desigri Meeting Notes,for-,-Project: Page::I
Spokane County=Public Works.
4. Are.any off site,siope easements needed, or off-site-right-of-way acquisitions needed?. If-so,
descri e.
~
. - ~S f Csiu7.
51 'What type :of turn=arounds, are-needed? (i:e. cul-de-sac, hammerhead, etc.)
Street Name Turn-around Type. Location
;ez),
~
,b. Road `Surfacing Requirements"(Sec. 3.16).
a) Wtiatmethod_in determining road"surfac'ing requirements. does the,Design Engineer propose
'to use (i.:e, AASHTO Design Method,, County, tluckness table, or other)?
b) Provide_ the Design tEngr: a copy of the Soi1 Sample Procedures, Design Report Format &
Altecnate Pavement Design Table:
7. Does the -EngineeT plan om applying for- any Design, Deviations? 'If so, briefly describe .below.
Please note tliat.approval of all Design,Deviation's must:be obtained prior to! construction ,
plan submittal.
~
Storm Drainage
1. Basin Map
a) Did -the Design Engineer bring, to the meetin&a, basin- map? ~ . If so, does the :basin
map show topography and sufficient information to; be useful?
b) Does.the.basin map depict any, contributing- off site~runoff flowing onto the property? 3Lk--
Does .it- appear to..be correct'? If not, explain,.
Ic) Ts.,a site visit- needed t&verify the basin limits? /)V Schedule.for: .
{Note:~ Concurrenc.e with.County►, Engineer'-s on basin limits.is required prior to plan,,submittal.}
2. 1s the site located-within, the Aquifer- Sensitive Area (ASA)? What type, of water
quatity treatment is proposed by the, Design Engineer?
~ .
Pre=Dasign'~Meeting. Notes for Project:- Page:4.
Spokane_County Public Works 3. - What subsurface investigations, if any; are, needed with this project 'to..make sure the
proposed disp.osal process wiU fimction as. planned.
4. Are~ tfiere downstream conditions which will affect the design of drainage facilities: If so,
describe possibte mitigative measures.
~ 3E>
5. ts..maintenance access provided -to each GPA swale or- drainage pond? If there is something ,
unusual, what .requirements, were .given to the Design Engr.?
6. What-:does the- Developer/Eog-r. propose for providing for ,perpetual -maintenance of the
drauiage.facilities? Please-briefly describe proposed mechanism, and what -is needed -to
.accomplish this.
77%,~ ~ i v~~,L ~o; C~~1•.~~ E e~ /fO*4
~
7a. What,.Design Storm(s) should be-used in ,the„cour"se;.of ' analysis (i.e. 1-0-yr; 50=yr, etc.).
7b. Is aDetention, or. Retention system proposed? Please describe.
8. Are Erosion Control Measures required with, this:project?' If so, briefly describe.appGcable. I
requirerrients.
9. Is a second Pre-Design 1Vleeting needed? zc S)
.
e • I I,
i 1 .
. a - ~ - . .
Pre-Design Meeting: Notes for Project:. Page: 5,
, 'Spokane touri.ty'Public Works
List- of Documents Provided to the Sponsor's Engineer:
a)
b)
c)
a)
e)
A»y►.easejnents needed;.aritside of;,the,-plat bqu?idary, .f,or drainage oP other, ar.e to be acquir&d.priar
.to road cmddrabiage plLvi, submittal: The Spoiisor or Sponsor"s Engineer shall provideseparalely-
Q 1eglyl deSCPlpIIOIt ,atid Title Co►nmitnient (or similar proof of o►vnership).of the affecfetl parcel(s)-,
fir proposed:ea,sements
Tlze: Sribmittal' Checklist, campleted, arid sigrled,-by 'the ,Sp'onsor''s-Erigi►neer; shall be: provided tivith
each plaii srrbmittal.,
~ Note: P~ovide:a-Fcopy of this conrpleied document-to tl:e=Design -Engineer at-t/re-end 'of the pre-
decign, ,neeting.
61eaame:PreDesign meeting,
spopm- ~ E R
N j(3
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~ddress nf; ` ~ , _
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aj~G~NCE ~ CHECK
MONEY _ N g ~ ~ 13
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S P C3 I< AN, N E C-)l u N T Y
DIVI510N OF ENGI~TEERING AIdD ROADS • A DtvislON OFTHE PG;BUC WORKS DL•P'ARTm&NI'
William A. Johns, P.E., County Engineer Dennis.M. Scott, Y.E., pire-ctar
_ E A 10
To: °Tamara Barnes
Frorn: David A. Berto, L.S.
Subject: Plan Review SP 1183-98
I)ate: July 8, 1998
Our office has received yAUr Short Plat for review prior to accepting a final Short Plat. For lhis
deparhnent to continuc we need aS 100.00 final submittal .fees payable to ihe County Engineer,
Ar a canceled check or receipt showing this has beeQ paici. If you have any questions call n» at
456-3600 . Thank you for responding to this matter.
cc stacy bjordahl
siinpson engineering
1026 W. Bmadway Ave. • Spokane, WA 99269-0170 •(509) 456-3600 FAX: (509) 324-3478 TDU: (509) 324-3166
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COPY
OAlTNAI. FIIED ORREWFIOEQ
SEP 0 8 1gg,g
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COUNTY AUaroA
SP(}KANE CAUNTy Wlt
spoirmc entrnty rli6tiucrs
1026 1'1' lZronclwny
5{i(slctittc `'VA 99240-0170
5I19)456-3600
Mmu»tent '1'itic 1)I:CI,A1tA'1'ION Or COVI.NAN'l'
IteCermicc tVunilmrs
{,ei,;ll I)escrilitlnil Tk e S. 194- -Ae el ef4hG tJerj:h 3D4 -VGt--I- ef :Lk e E.,!1z ef jre~&4 t 6 36f Vmra
i'-urccl Numbcr 4S2-3 4. 070 4~d7G~-
C;i•aiilc»•s titiiicl Grtintccs A,L. NlrnY,& e,v F~3e`r nGS
1 n cansiclcralion of lltc rJiprava1 by Spokanc Cotinty af_.:52 - I 1,8 3-9 8 a,nC4 1 I'aA -9
(hcrc:innftcr rc(crrccl to as the "1)cvciopmcnt"), d►c uncicrslgnccl covcnnnis oncl ngrccs Ihat:
1. '('!ic subdlvtclcr/sronsor wiil cotistrucl !hc ryrtvntc rm►cis niicl nssnctntccl tlrnlnnbc fncititics in confori»nticc wiih
ilic appravcci pInns ait filc in ihc Cotui1y 13ngiiucr's Or(icc.
2. A iot is scrvccl by n nrivaec roncl whcn: n. Ihe only rond frontage for ilic tot in lhc DcvcloJiincnt is o» ilic privsitc
roncf, or, la. .1 lot having fror.tngc o:i itiorc than osic roac! (puU(ic or privntc} consinicRS rii aliproach to thc rrivatc
raacl,
3. '1'Iu owiicr(s) of nny lot crcntcd by ilic Acvclanmcnl or nlteritntion tlicrcef nnd sccvecl by n prlvatc raad slrnll bc
responsfblc far innintciinncc of s1ic1 Privntc rancl, including 1SSOCIIIC(I clrainasc tncilities in cantor»z.111cc wilh
rjilirnvecl r4nns oii filc with ilic County T?nsincers oftice.
4. Maisitcnmicc ftnuncing of ilic rrivatc ro1ds nttcl srssocialcd drninn6c f:tcililics sltall bc in n nt;utncr clctcrmiiiccl liy
titic owncrs af: ,
ilic majocity of lots scrvccl Uy such privatc ronct; ~
h, thc mnjorlty af frontage of lats scrvccl by stich lirivnlc roncl; ~
c, ilic i»s►jority squnrc (ootagc of lots scrvccl by sucli prlvatc roncl; oc
d.The ~e~al Li-n ea.r -F'ee+ mp .}-}%e Propar}Y l.ihe border i,ng cn ! Ii Cour-~-.
~ l.A►JG
S. hi thc evcnt suc1t rrlvnre roncl, includ(iiII assoclated clrnlnnge fnclllttcs ls inirroved to Snokaau County struicinrds
fof public strcets, nnd thc Caunty Is willtiig to nccept the clcciicntlon ot such cos►cl s►nd fnc{litics, cnC11 1At OwI1C1•
shall cxccutc any documents ncccssnry to rccoitihfish such dcdicntion.
t. Otvitcrs of lols wItliin thc Ocvciopiiicnt whn are scrvcct by such ronci, iiiry stic niicl rccovcr clnmnacs n»ci
-ittarncy's fccs ftont nny owncr of nny lot witliln thc DcvcloPmctit whicli is sit»ilnrly scrvctl who rcfusccf in
r;uticip-mc in ilic roncl nnd dralnagc facilitics, coiis►tuctlon, fin~t~icing, niul iiiainlcnancc.
7, 1VAItNING: Sjxkni►e Counly Irn.r iin resjmnriGiliry tn Grtilf1, iniJmove, or i,rniirlrri» or pNreni4.ce sen,rce tJ+r
i ti'aue ranrl.s, iticlirrlilts associnterl (lrnitrttse fRCrlitirs, cnrrtrtiitt(i wilhin or p,•oi~irling fen-ic< <o f/►e propeqy
r1e.~scriGe(! in lllis DevelnJmiurt. !!y ncceplins iliis Devetopnnenu or .ritbseq,iurtly b$, trltowing rr briilrlltts prrirril ln
Ue iss►(ei! JAr prnperry o~i a prr t-nre rnnrl, Sl)akmle Colutt)► nssru,ras rro nbllsatio» lor sni(l pri vate ronel ntrrl NrN
emarer.s Irereb,Y ack),uwlet/Se lllnt the Cniutly hns rro obllgntlai oJMi1v klirt! ojrrntrire wltntsoever ►n estnbJi.sh.
exflllf!lfC, survey, constnict, aIter, relyrrir inrfyrni•r, iirairitain, pravi(le thnlirnge ar.siinis, rc»tn►►nt nii n privnte
rnaul, f»• nssucintett dritrtmsc jrrrilities.
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'N. T!►is,covcnant ancl igreement-shnll nm tvitli. the lnriii 'and sli1{1 Uc' bi»ding.,uPoii. tlie owner, their lieirsi, 'successars
or,lssigns, inciuding dic obligaf ion, top1fllCiP11C I11 lI1C, mnintcnancc ottl►c rrivatc ro-.W, and clraiiiagc f~cifitics ;as
rrovidccl 'Itccciu.
o.wHiR -
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o~~vrijltt ~ j
DATLD tiii's, - C) Yk .dny cif .3u 1
SI A Tr~..01~ lt'~tSllINCTON~
.
. Corr,ity-,oj, Spoknne )
Ori` tltis -iltiy, personalty,appeared Gejore me, a.rv~ ar a~. ~!1~. -~a:r' h e. ~ o►.v~. c~ .A . L- • N1 c:K i;m,rme Y
ltnolvrt lo _filie ''to be- the '.lnillvldrral(s)' descrlLed, lia 'atrd 'wlto ex'ecutad svl!hbj Qqd jore'go'Ing htttrumtn1 nfid,
nckiioivledgeit /liat ;lie/slte/diey slgited '11re -anme m Jils%lierlilte!'r,jree aiid volapilnry, uct a nr! deetl jor 11ie icses, nn«l ~
~iuiposes. ~ihereiii;s~aterl.
~
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GIVF.N 'UNbl;lt A1j' IlANDAN1) 01%I'ICIA'L.SEAL rltis 3 -.aN
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Notnry, P IIY - ,'f ' . o(°a
.oj 4Vnslii~►gto
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s 166
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♦ ~ ~ ~.,~Y ~ 14 . e; .
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Avnlbtcct.I;r 1197
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Spnlcai►c County I:iiginccrs
11126 IV 11rnstclivtty
Spuoimnc Iti'A ))260-0170
5(19),151-3(00
l)ocumcnt '1'illc [)1:CLA1tA'CION Or COVI?NAN'I'
Iicfct'CI1CC N1it11UC!•s
I '
I.e6ni I)escriptian
1'strccl Numbcr
Gr:►ntc,rs uitd Crantecs
ln coiisidcratioii ot ltic nrproval by Sliokanc Coumty nf
(hcrcinaftcr rcfcrred to ns ilic "i)cvciopmcnU"), ilic unclcrsignccl covenanis and agrccs thnt:
'Clic subciivider/sPansor will constnict tlic privnte roncis nitcl nssactntcd clrnloicibc fncilllics in ronrorii}rncc witli
ihc anpravcd rlans oii (ile in ilic Coutuy Ensineer's Office.
2. A Iot is scrvccl by n rrivacc road whcn: n. Ihc oniy rolcl frontngc for ilic loi in thc Dcvclormcnt ls aii ilic priv;itc
roml, or; b. a lot hnving frontagc al itiorc tlinn anc road (nuUlic or privtitc) constructs an anproncli lo chc nriv.11c
roacl.
3. 'fhe owiier(s) ot rny lot crcrtcd Uy ihc Dcvclopmcnt or ntternntion ihcrcof ond scrvecl by n privatc i•oad slinll bc
respcrosiUlc tor tnnintenanee ot said Privnte rond, incictding nssocinted drainnge facilities in canfonnnnce witti
npprovccl nlnns on Iilc witli ilic County Gngincers office.
4. tifaintcnance finnncing of thc rrivatc roacls anct assczciatccl clrrinngc facililics sh;i11 be in .1 ni:►imcr clctcrmiiucl by
ilic awiiers af:
si. ilic ma}ority of lots scrvec{ Uy such privatc ronct;
h. ilic mtijority of frantagc of lots scrvcd by sucli privalc roacl; '
c. ilic majority squarc footagc of lots servcd by such privatc roacl; or
cl.
S. tsi shc cvcnt such priv:►te roncl. iiiclucling nssociatcd clrninngc fncllitics is improved to Spokanc County stlinclnrcls
for pubiic streets, nncl ilic County is willins to rccent ilic cleclicntion of such roncl ancl facilities, cncli lot owticr
shall execute any dacuments necessary to nccamplislt such declication.
6. Omicrs of lots within ilic Dcvclopi»cnt who nre sarvccl by sucli roacl, mny stic ancS rccovcr d11111sC5 niut
attorncy's fccs frotn any awncr of nny lot within lhc Dcvclopmcnt which is simillrly scrvcd who rcfusccl tn
nnrliciPatc in tNc roacJ and drainngc fncilitlcs, cotistnsction, financing, and mnintcnancc.
1Vi1ItNINC: Spoku»e Caunty► Ims iio resNviuiLilily tn bnilrl, inrJmove, or utaiiilniir or oNrenaise sen►ice i/le
prirnte rvnrls, i►iclitrlii►g nssocintei! drninnge jnci/ities, contaiiied wrthiit or provitling sen-ice io tlre prnpei-11►
(IescriUrri in iIris Develop»tent. 13y accepling iltis Developmient or sabsequenlly bv a!lowing nbrtilditrS perinit to
be rssltcrl jor prnperty o~i a prit-nle ront1, Sliokaae Coltrity nssrittrrs ito obligntio» jor snr(i privare roa'd nrril iIrr
oiviier.s herel~y ackirnwled,qe Ninr flie Cotriil), 11ns iro obligntin,r of ni►,v klnd ojilal(rre ivlrarcoever ro esrablish,
eramine, surve}►, conslnict, nlter, repair impunvt. Jl1(11/11R111, provitle (hciiringe vr siin►a rerltnvn/ nti nprfvnle
rontl, or nssociuled &•ainage jaci!<<ies.
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8; This -covcnant antt! agreemcnt shall nin with tlie laiicl ancl sluall ,bc,;bindiiig up"o'ii 'tlie owiier, tticin ceirs., successars
oc assigns, includiisg'.;ilm,obligation ta,na"rticip;ite in the mainten:uue-af tlie privale ronc1, ancl.clrainage f;icilitics as
pr_.ov'idei! {icrein.
OWNislt
O~'YtVI'slt
DATCD"lliis clny, of . 19
S!'AT7s,OI'' 1t'rtSllINCTON )Coliuty, nJ Spoknne ~
Oit rl~is,clay, persaially:,appeared Lefore. nte
'kriown to r»a io bt- ilte lnillvlilrtat(sY descr,lLerl !ii attN who. execrired dre - ivlNrln and-jaregoing Instrri~~re~ir ~~a~id
i~ck~~ii~uled'ge~i. -rhni. -1~elslre%tliey slg~►ed tl~esanie rrs l~islJterlihelr~jree n►r~l ~volunuary-, uct ci~id deed jor tlre itses Q)rd-
piirposes. thererit sto[ed:
G1:V,,IsN UNI)L'R..,U]' IJAND AND DI%1%ICIAL SEA'L,tliis. '.dny oj , 19 .
Nola'ry PirGlic i» nir'd jor lhe,Slnte
.oj`,Wnsliinglan, -resiiling„nt Spokane,
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e
"lVWeel.pr IM7,
FROM ANGLE DIST iVORTH EAST TO
SP118-3 STRECT CEIVTERLINES-7-8-98 D. B.
AUTO INVERSE
START 1000.00000 1000.00000 1
1 INV N 005 00. t[l W 1335. 1,9P1Qt 2335. 18859 998.05805 2
2 INV S 89 57 46.0 E 1326.6300 2334.32674 2324. 68777 3
3 I N V S 0 16 39.0 E 1333. ~0400 1001.30238 23351. 14404 4
4 I NV S 89 56 40.0 W 1331.1400, 1000,01167 1000. 00466 5
LA7 & nEP -0.01167 -0.0046E+
5 HCLOSE S 21 47 14.1 W 0.0126 1000.00000 1000.00000 1
PREC = 1 TO 423876 Area = 17728E9.75 sq ft 40.69949 ac
FROM ANGLE DIS-T NORTH EAST TO
TRpCT 1449145, 162, 163 SIDELINES
AUTO INVERSE
START 10`0. 0311d4 iQ►19. 97089 7
7 I NV N 0 05 00.0 W 1295. 1459 2315-. 17557 1018.08717 8
8 I NV S 89 57 46.0 E 1286. 6974 `314. 33967 2304. 78433 9
9 INV S 0 16 39.0 E 1293. 0719 1021.28290 231 1. 04703 10
1o fNV S 89 56 40.0 W 1291. 0768 1020.03104 1 019. 97089 7
1020.03104 1019.97089 7
,NO CL05URE ERROR Area = 1667949.90 sq ft 38.29086 ac
FROM ANGLE DIST NORTH EAST TO
TRACT 163 SID3ELTNES
AUTO TMVERSE
START 1667.81128 ;'3Qt7. 91568 13
13. INV S 0 16 39.0 E 646.5360 1021.28290 2311.04703 10
10 INV S 89 56 40,.0 W 64i. 5384 14c0. 65E►97 1665. 50896 14
14 Z NV N 0 10 49.2 W 647. 0535 1667. 70729 1663.47236 15
15 I PVV N 89 59 26.7 E 644. 44?3 1667.81128 2307.91568 I 3
1667.81128 2307. 91 566 13
N0. CLOSURE- ERROR Area = 417174. 06 sq ft 9.57700 ac
FROM APIGLE -D.I ST NORTH EAST TO
E 1/2 T RACT 1 6-3
AUTO IPlVERSE
START 1 E67. 81128 2307. ,9.1_56.8. 13
13 INV S 0 16 39.0 E b46. 5360 1021. 28290 23.11.-04703 10
10 INV S 89 56 40.0 W 322.7692 1020. 96993 1988. 27800 17
17 INV N '0 13 44.0 W 646. 7945 1667. 75929 1985. 69402 16
16 I'NV N 89 59 26.7 E 322. 2217 1 b 67. 8-1 128 2307.91568 13
1667.81128 2307. 915E+8 13
NO CLOSURE ERROR At-ea = 208545. 0@* sq ft 4.78753 ac
F-ROM ANGLE DIST NORTH EAST TO
F'LAT BOUNDRY CpLC AUTO INVERSE
START .1529. 81 c9fLi 2308.58405 18
18 ItdV S 89 59 26.4 W 3''_2. 3387 15~9. 76PJ39 1986. 24534 19
19 I NV S 0 13 44.0 E 166.0000 1 363. 76,172 1986. 9065 2 20
20 I N V N 89 59 ,26. 0 E- 322. 479 5, 136,3. 814$5 2309 . 38804 21
21 I N V k C~ 1 6 39,. o W 166. 00td0 .1529 . 81 29 0 2308. 58405 _18
1 529. 81290 2308.58405 1s
NO CLOSURE ERROR Area = 53519. 4,3 sq ft 1.22864 ac
FROM ANGLE DIST NORTH EAST TO
PLAT BOUNDRY PER SP
AUl'O INVERSE
START 1529. 8'1 290 2308. 58405 18
18 i MV S, 89 59 27.0 W 322.2500 1;29. 76135 1986. 3340.6 ?2
'22 INV -5. 0 13 45.0 E 16E. 0eiotZ+ 1363.76267 1966. 998Q►'1 23
23 INV N 89 59 27.0 E 322.4800 1363. 81427 2309. 4780' 0 24
24 I NV N 0 16 39.0 W 166-. Qi000 1529.81232 2308,. E+7402 25
LAT & DEP 0.00058 -0. 08997
25 HCLOSE N 89 37 44.9 W 0.0900 1529. 81 290 2308. 58405 18
PREC = 1 TO 1O856 Area =;3519. 66 sq ft 1. 2286-4 ac
FROM ANGLE DIST NORTH EAST TO
F'LAT BOUNDRY W I 7H NORTH L T iVE CORRECT I OIV
RU70 INVERSE
5TART 1529., 81290 2308. 584Q►5 18 ~
18 I NV S 89 59 27.0 W 3?2. 3400 1529.76133 198E .24406 26 ,
26 INV S 0 13 45.0 E 16E.10000 1363.762E6 1986.90801 27
27 I NV 1V 89 59 27.0 E ;22. 4800 1363.81425 2309.38800 28
28 I NV N 0 16 39.0 W 16&. 0000' 1529. 81231 2308. 58402 29
LAT & DEP 0.00060 0. 00003=
29 HCLOSE N 3 05 23.2 E 0. @006 1529.81290 2308. 58405 16
PREC = 1 7D 163449'8 Area =535',19. 6E sq ft 1.22864 ac
FROM ANGLE DIST NORTH EAST TO
TRACT D AREA\
AUTO INVERBE
START 1529. 761 33 1986. 244Q+6 26
26 YNV S 0 13 45.0 E 166. 0000 1363.76266 1966.90801 27
27 INV N 89 59 27.0 E 80.0000 1363. 77546 2066. 9Qt8Qt1 30
30 IiVV N 0 13 45.0 W 166.0000 I529. ?7413 2066.L24 406 31 -
31 I NV S 89 59 27.0 W 80.10000 1529. 76133 19'86.,24406 s2
1529.76133 19gE. 244Q+6 26
NO CLOSURE ERROR prea = 1 3279. 90 sq ft 0.30486 ac FROM ANGL-E DIST NORTH EAST TO ~
TRACT ,C AREA :AU,TO I N.VERSE ~
'
START 1363.77546 2066.90801. 30
30 INV IV 0 13 45.0 W 166. 0000 1 5129. 77413 206E. -24406 sl ~
-31 INV N 89 59 27.0 E 80.0 ' Ooo 1529. 78693 2146. 24406 33 I
I
33 I'N V .S 0 13 4,5. 0 E 166.0000 1363.78826 2146.90801 34
34 INV S 89 59 27.0 W 60.0@m 1363.77546 2066:90801 35
------------------------7
1363.77546 2066. 90801 30 NO CLOSURE EFtROR Ar-ea = 13279.90 sq ft 0.30486 ac
FROM ANGLE DIST NORTH EAST TO
TRACT B AREA ~
AUTO I`NVERSE ~
**#4* START 1529. 78693 : 246. 24406 33 ~
33 I NU S- 0 13 45.0 E 166.0000 1363'. 7882b 2146. 90801 34
34 ITIVV N 89 59 27. 0' E 80.0000 1363. 80106 22L6. 9@B01 36 ~
36 INV N 0'13 45.0 W 166. 0000 1529. 79973 2026. 24406 37
37 YNV S 89 59 27.0 W 80. 0.00QI 1529.76693 214E. 24406 38
1529. 7'F' 214E+..244'06 31?1
NO' CLO.SU_RE CRROR' Area = L _ 74. 90 sq ft 0.30486 ac s
FRQh1 ANGLE llIST NDRTH EAST TO
TRACT A AREA -
AUTO INVERSE ,
START- ' 1363. 811 1:z 222E►. .9fb80i ;,b
36 'lNV hl 0 13 45.0 W 1661. QtQ~00 1529..79973 22;26. 24,406 37 ~
37- MV N 89 .59 27.0. E 82. 340W 1529.81290 2308.58405 18
18 I-NV S 0 16 39.;0 E 16:6. 0000 13E3. 8-1 485 2309. 38804 39
39 I'NU S 89 :59 27. BI W 82. 48QiO 136•3: ,8tli'l E►5 22cfa. 90804 40
LAT &-DEP -0. @0@60 -0. 00003
40 !-ICLOSE S 305 23.2 W 0.0006 1363. -80106 2226. 90801 3E
PREC = 1 TO 831321 Area _13679.91 sq ft 0.31405 ac
II
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OFFICE OF THE COUNTY ENGINEER
SPOKANE COUNTY, WASHINGTON
TO: SIMPSON ENGINLERING
FROM: DAVE BERTO
DATE: July 6, 1998
SUBJECT: language for SP 1183-98
The Border Easement as shown hereon are hereby granted to
Spokane County and its authorized agents, and to the public for
road purposes, including but not limited to curbs, s?dewalks,
drainage, signage, and other usage deemed necessary by the
Spokane County Engineer for the safety and welfare of the Public.
No fence or portion thereof will be constructed within said
easement without permission of the Spokane County Engineer, nor
will any objects be placed in said easement that would obstruct
the sight distance necessary for safe and efficient vehic-ular
movement. Any other easements granted or dedicated w_thin this
Border Easement area will be subordinate to the rights created by
this easement and are subject to Spokane County Engineers permit
process prior to usage.
I
y,
BEFORE
THE SPOKANE COUNTY DIVISION OF BUILDiNG AND PLANNING IN THE MATTER OF SHORT ) FINDINGS OF FACT,
PLAT SP-1183-98 ) CONCLUSIONS AND
GARY & TAMARA BARNES ) DECISION
THIS MATTER, an application for subdivision of land from Gary and Tamara Barnes has been
received and was decided upon, pursuant to the Spokane County Subdivision Ordinance, on the
111 day of June, 1998.
FINDINGS OF FACT AND CONCLUSIONS
1. The individual signing below has further been properly delegated the responsibility for rendering
this decision by the Director of Spokane County Division of Building and Planning.
2. The proposal is to divide approximately 1.2 acres into four (4) lots approximately 13,000 square
feet in size. An existing single family residence, garage and accessory buildings are located on the
property. The existing buildings will be removed and new residences will be constructed on each
separate lot.
3. The proposal is located west of and adjacent to Progress Road and east of 11 l' Avenue (if
extended) in the in the southeast '/d of Section 23, Township 25 North, Range 44 East W.M.,
Spokane County, Washington. The site address is 1024 S. Progress Road and the assessor's
parcel number is 45234.0703.
4. The existing zoning of the property is Urban Residentia!-3.5 (UR-3.5). The applicant has requested
approval of the short plat for fhe purpose of developing single family residences which are
permitted uses in the UR-3.5 zone. Pursuant to Revised Code of Washington (RCV11) 58.17.195,
this proposal conforms to the requirements of the existing UR-3.5 zone.
5. The Spokane County Comprehensive Plan designates this area as Urban. The Urban category is
intended to provide for the development of single family, two family and multi-family residential
development with densities ranging from 1 to 17 units per acre. The development and uses, as
proposed and conditioned, are consistent with the purpose and inte:-It of the Urban category.
6. The proposal is Iocated inside the Intedm Urban Growth Area (IUGA) boundary adopted by the
Spokane Board of County Commissioners on April 11, 1997.
7. An existing single family residence, garage and accessory structures are located on the subject
property. The surrounding land uses are primarily single family residences on similar size lots. A
preliminary short plat application (SP-1186-98) has been submitted for the property located north of
and adjacent to the subject property. The surrounding area is primarily urban in nature. Adams
Elementary School is located approximately mile northwest of the site at the intersection of 8'h
Avenue and Adams Road.
8. The Spokane County Arterial Road Plan identifies Progress Road as a local access street. The
existing right-of-way width is 60 feet. Provisions for roadway improvements are contained in the
conditions of approval submitted by the Spokane County Divisian of Engineering and Roads.
9. The property is located inside the Public Transportation Benefit Area (PTBA).
10. The proposed short plat wilt be served by public water. Waste water disposal will be handled by a
public sewer system.
11. The required public notice was provided for this proposal and agencies having a potential interest
in the project were notified and recommendations solicited.
1 1
12. A notice of application which inciuded a 14-day pubfic comment period was mailed to adjacent
property owners on April 23, 1998. A letter was received from numerous property owners located
within the adjoining development. The letter identified several issues of concern including the
availability of gas and sewer to residences Iocated on 11' and Burns; the extension of 111 Avenue
to Progress Road; property taxes; and construction activity. A response to each of these issues is
described below.
Response to extension of 19r" Avenue: The revised preliminary short plat no longer provides a
through connection of 11"' Avenue from its present terminus to Progress Road.
Response to sewer and gas availability: Sewer and gas will be provided by the developer of this
short plat to all lots located within this short plat. Extension of sewer and gas to adjoining
residential neighborhoods is not contemplated with this short plat action.
Response to property taxes: Property taxes are assessed by the Spokane County Assessor.
Comments and questions regarding property taxes should be addressed to the office of the
Spokane County Assessor. The Public Works Department and other reviewing agencies do not
have jurisdiction over property assessments and taxes.
Response to construction: Construction of this short plat is dependent upon the actions of the
developer. The developer has five years from the date of approval of this short plat to finalize the
short plat. Construction of residences may occur once the short plat has been finalized and
recorded with the county auditor. All conditions of approval must be met prior to construction
taking place.
A second notice of application was mailed to adjacent property owners and those parties who
signed the ietter described above on May 22, 1998. The second notice of application was sent to
. inform affected Rarties that a revised site plan had been submitted which no longer provided for the
extension of 11 Avenue from its present terminus to Progress Road. No public comments were
submitted in response to the second notice of application.
' 13. Recognizing the recommended conditions of approval and Spokane County development
standards, the proposed short plat makes appropriate provisions for the public health, safety and
general welfare and the public use and interest will be served by approving the short p{at.
The short plat proposal is generally consistent with RCW 58.17 and the Spokane County
subdivision regulations, promoting the public health, safety and general welfare in accordance with
standards established by the State and Spokane County. The Division of Building and Planning
has considered the provision of adequate public facilities as cited in RCW 58.17.110 (2). More
specifically:
a. open spaces f. sanitary waste disposal
b. drainage ways g. parks and recreation facilities
c. public and/or private right-of-ways h. playgrounds
d. transit i. schools and school grounds
e. potable water j, sidewalks
14. The project is exempt from environmental review under the State Environmental Policy Act
pursuant to WAC 197-11-800 (6) (a).
DECISION
Based upon the above Findings of Fact and Conclusions, Short Pfat Application SP-1183-98 is
hereby APPROVED for five (5) years, specifically to June 11, 2003 and subject to conditions noted
below. This decision is final unless appealed in writing, consistent with adopted appeal
£ procedures.
CONDITIONS OF APPROVAL
All the below conditions imposed shall be binding on the "Applicant," which term shall include the
owner or owners of the property, heirs, assigns and successors.
Findings and Decision SP-1183-98 2
SPOKANE COUNTY DIVIStON OF 6UILDING AND PLANNING
1. The proposal shall compiy with the Urban Residential-3.5 (UR-3.5) zone and other appiicable
Zoning Code chapters, as amended. The final short plat shail comply with the Spokane County
Subdivision Ordinance.
2. The final short plat shall be designed substantially in conformance with the preliminary plat of
record.
3. The preliminary short plat is given conditional approval for five (5) years, specifically to June 11,
2003. The applicant may submit an extension of time application thirty (30) days prior to the above
expiration date. Application(s) for extension of time shall be processed under the provisions of
Chapter 12.100.118 (Extension of Time) of the Spokane County Subdivision Ordinance.
4. Prior to filing the fina) short plat, the applicant shall submit to the County Division of Building and
Planning Directorldesignee for review any proposed final short plats to ensure compliance with
these Findings and Conditions of Approval.
5. A survey is required of the subject property prior to filing the final short plat.
6. Appropriate road names and street addresses shall be indicated on the final short plat map. The
east/west road shall be designated as a private road and appropriate setbacks shall be indicated
on the final plat. The hammerhead turn-around shall be designated as an emergency access tum-
around easement and appropriate setbacks from an easement shall be indicated on the final pla#.
7. Appropriate utility easements shall be indicated on the final short plat map. Approval of utility
easements by utility companies must be received prior to filing the final short plat.
8. The dedication shall contain the following statement:
"Setbacks sha11 be determined at the time building permits are requested unless setbacks are
specifically drafted on this final short plat. The setbacks indicated on this subdivision may be
varied from if proper zoning or variance approvals are obtained."
9. Four (4) current Certificates of Titie shall be fumished to the County Division of Building and
Planning prior to filing the final short plat.
10. The Spokane County Division of 6uilding and Planning shall prepare and record with the Spokane
County Auditor a'"fitie Notice" noting that the property in question is subject to a variety of spECial
conditions imposed as a result of approval of a land use action. This "Title Notice" shall serve as
official public notice regarding conditions of approval affecting the property in question. The "Title
Notice" shall be recorded within fifteen (15) days of final disposition of the approved land use action
and shall only be extinguished by the Spokane County Division of Building and Planning. The "Title
Notice" shall generally provide as follows:
The parcel of property legally descdbed as (lega/ description and tax parce/ number) is the
subject of a land use action, imposing a variety of special development conditions, by a Spokane
County Hearing Body or Administrative Official on (date) and as maybe amended, altered or
supplemented by official action or as already changed. File No. SP-1183-98 is available for
inspection and copying in the Spokane County Division of Building and Planning.
SPOKANE COUNTY DIVISION OF ENGINEERING AND ROADS
1. Conditional approval of the plat by the County Engineer is given subject to approval of the road system
as indicated in the preliminary plat of record.
2. Prior to fi(ing of a final plat, reciprocal ingress/egress easements for the private road as shown shall be
granted.
Findings and Decision SP-1183-98 3
a
3. Road plans, profiles and cross sections as designed to County standards showing proposed street
centerline and curb grades be submitted to the County Engineer for acceptance prior to construction
and/or the filing of a final plat; road plans to be prepared under the direction of a licensed Professional
Civil Engineer.
4. Drainage plans and design calculations showing the alignment of drainage facilities be submitted to the
County Engineer for acceptance prior to construction and/or the filing of the final plat. Drainage plans to
be prepared under the direction of a licensed Professional Civil Engineer.
5. Construction within all proposed private roads shall be performed under the direct supervision of a
licensed engineer/surveyor, who shall fumish the County Engineer with "Record Qrawings" and
certification which states the following, "I have reviewed the construction and to my knowledge find it to
be in substantial conformance with approved certified plans and Standard Specifications except as
noted."
6. Approach Permits are required for any access to the Spokane County road system.
7. The applicant shall grant applicable border easements adjacent to Spokane County Right of Way per
Spokane County Standards.
8. The following statement(s) shall be placed in the dedicatory language of the final plat:
• "No direct access shall be allowed frorn lots to the Public Road Portion of 11 ' Avenue on the west plat
boundary." .
~ "The private road as shown hereon is an easement which provides a means of ingress and egress for
Tracts "A", "B", °C" and °D" of SP-1183-98 and per easement.document # recorded
at Spokane County Auditor's Office."
• WARNING: Spokane County has no responsibility to build, improve, maintain or otherwise service the
private roads contained within or providing service to the property described in this plat. By accepting
this plat or subsequently by allowing a building permit to be issued on property on a private road,
Spokane County assumes no obligation for said private road and the owners hereby acknowledge that
the County has no obligation of any kind or nature whatsoever to establish, examine, survey, construct,
alter, repair, improve, maintain, provide drainage or snow removal on a private road. This requirement is
and shall run with the land and shall be binding upon the owner, their heirs, successors or assigns
including the obligation to participate in the rnaintenance of the private road as provided herein.
9. To construct the road improvements stated herein, the applicant may, with the approval of the County
Engineer, join in and be a willing participant in any petition or resolution which purposes is the formation
of a Road Improvement District (R1D) for said improvements pursuant to RCW 36.88, as amended. At
such time as an RID is created or any Road Improvement Project is sanctioned by Spokane County, the
improvements required (curb, sidewalk, drainage control and paving to existing pavement) will be at the
sole expense of the undersigned owner, their heirs, grantees and assigns. This provision is applicable to
Progress Road.
10. As an altemative method of constructing the road improvement stated herein, the applicant may, with the
approval of the County Engineer, accomplish the road improvements stated herein by joining and
participating in a County Road Project (CRP) to the extent of the required road improvement. At such
time as an RID is created or any Road Improvement Project is sanctioned by Spokane County, the
improvements required (curb, sidewalk, drainage control and paving to existing pavement) will be at the
sole expense of the undersigned owner, their heirs, grantees and assigns. This provision is applicable to
Progress Road.
Findings and Decision SP-1183-98 4
11. That the following statement shall appear wfthin the dedicatory language of the final plat:
That in consideration of Mutual 6enefits now or to be hereafter derived, do for themselves, their heirs,
grantees, assigns and successor(s) in interest hereby request and authorize Spokane County to include
the above described property in a Road Improvemenf District (RID) and to support the formation of a
Road lmprovement District for improvement of the road(s) described below by requesbng and
authorizing Spokane County to place their name(s) on a petition for the formation of a Road
Improvement District pursuant to RCW 36.88.050, or by requesting and authorizing Spokane County to
cast their ballot in favor of a RID being formed under the resolution method pursuant to RCUV 36.88.030,
and/or by not filing a protest against the formation of a RID being formed under the altemative resolution
method provided for in RCW 36.88.065 and Chapter 35.43 RCW.
If a RID is proposed fvr improvement of the road(s) described below, said owner(s) and
successor(s)further agree: (1) that the improvements or construction contemplated within the proposed
RID are feasible and (2) that the benefits to be derived from the formation of the RID by the property
included therein, together with the amount of any County participation, exceeds the cost and expense of
formation of the RID, and (3) that the property within the proposed RID is sufficiently developed;
provided, themselves, their heirs, grantees, assigns and successor(s) shall retain the right, as authorized
under RCW 36.88.090, to object to any assessment(s) on the property as a result of the improvements
called for in conjunction with the formation of a RID by either the petition or resolution method under
Chapter 36.88 RCW and to appeal to the Superior Court the decision of the 6oard of County
Commissioners confirming the final assessment roll; provided further, it is recognized that actual
assessments may vary from assessment estimate so long as they do not exceed a figure equal to the
increased true and fair value improvement(s) add(s) to the property.
It is further acknowledged and agreed that at such time as a RID is created or any County Road
Improvement project is authorized by Spokane County, the improvements required shall be at the sole
expense of the owner(s) of property within the RID or served by the improvements without any monetary
participation by Spokane County.
The R1D waiver contained in this agreement shall expire after ten (10) years from the date of execution
below. This provision is applicable to Progress Road.
12. The County Engineer has designated a Local Access Roadway Section for the improvement of Rrogress
Road which is adjacent to the proposed developmenf. This will require the addition of varying amoun#s
of asphalt along the frontage of the development. The construction of curbing and sidewalk is also
required.
13. The private road shall be improved to adopted Spokane County Road and Sewer Standards for private
roads. The private road is proposed to serve a total of 8 lots (4 lots for this proposed short plat and 4 for
SP-1186-98) and will not provide a connection to the Public Road portion of 11 " Avenue. The short plat
which files for a final plat first shall be responsible for submitting road and drainage plans and
construction of the private road.
14. All vested owners shall sign and record private road documents as prescribed by the Spokane County
Engineer. These documents shall be reviewed and approved by the Spokane County Engineer prior to
recording with the Spokane County Auditor. Recording numbers shall be referenced in the dedicatory
language of the plat.
15. The proposed plat shall be improved ta the standards set forth in Spokane County Board of
Commissioners Resolution No. 95-0498, as amended, which establishes regulations for roads,
approaches, drainage and fees in new construction.
16. The County Engineer has examined this development proposal and has deiermined that the impact of this proposal upon the existing County Road System warrants the roadway improvements herein
specified.
SPOKANE COUNTY DIVISION OF UTILITIES
1. A wet (live) sewer connection to the area-wide Public Sewer System is to be constructed. Sewer
Findings and Decision SP-1183-98 5
connection permit is required.
. 2. : The dedication shail state: Public sewers shall be constructed to provide for the connection of
°-~each parcel to the County's system of sewerage. Uses on properties within the project shall be
required to connect to the sewer and pay applicable charges per the County Sewer Ordinance.
Sewer connection permits shall be required.
3. The dedication shall state: Individual tracts shall be subject to payment of current applicable sewer
connection charges and/or general facilities charges prior to the issuance of a sewer connection
permit.
4. Applicant shall submit expressly to Spokane County Division of Utilities "under separate cover",
only those plan sheets showing sewer plans and specifications for the public sewer connections
and facilities for review and approval.
5. Sewer plans acceptable to the Division of Utilities shall be submitted prior to the finalization of the
project.
6. Security shall be deposited with the Division of Utilities for the construction of the public sewer
connection and facifities and for the prescribed warranty period. Security shall be in a form
acceptable to the Division of Utilities and in accordance with the Spokane County Sanitary Sewer
Ordinance.
7. Any water service for this project shall be provided in accordance with the Coordinated Water
System Plan for Spokane County, as amended.
SPOKANE REGIONAL HEALTH DISTRICT
1. The final plat shall be designed as indicated on the preliminary plat of record and/or any attached
sheets as noted.
2. Appropriate utility easements shall be indicated on copies of the preliminary plat of record for
distribution by the Building and Planning Division to the utility companies, Spokane County
Engineer and the Spokane County Health District. Written approval of the easements by the utility
companies must be received prior to the submittal of the final plat.
3. Sewage disposal method shall be as authorized by the Director of Utilities, Spokane County.
4. Water service shall be coordinated through the Director of Utilities, Spokane County.
5. Water service shall be by an existing public water supply when approved by the Regional Engineer
(Spokane), State Department of Health.
6. Prior to filing the final plat, the sponsor shall demonstrate to the satisfaction of the Spokane
Regional Health District that an adequate and potable water supply is available to each tract of the
plat.
7. Prior to filing the final plat, the sponsor shall present evidence that the plat lies within the recorded
service area of the water system proposed to serve the plat.
8. A public sewer system wilt be made available for the plat and individual service will be provided to
each tract prior to safe. Use of individual on-site sewage disposal systems shall not be authorized.
9. A statement shall be placed in the dedication to the effect that: "A public sewer system will be
made available for the plat and individual service will be provided to each tract prior to sale_ Use of
individual on-site sewage disposal systems shall not be authorized.
10. The dedicatory language of the plat shall state: "Use of private wells and water systems is
prohibited."
11. The final plat dedication shall contain the following statement: "The public water system, pursuant
to the Water Plan approved by county and state health authorities, the local fire protection district,
County Building and Safety Department and water punreyor, shall be installed within this
Findings and Decision SP-1183-98 6
~ . .
subdivision and the applicant shall provide for individual domestic water service as well as fire
protection to each tract prior to sale of each tract and prior to issuance of a building permit for each
tract.n
SPOKANE COUNTY FIRE DISTRICT NO. 1
1. The Spokane Valley Fire Department will require the installation of a new fire hydrant at the west
corner of the private road and Progress.
2. The private road needs to be named 11 IhCourt. Access appears adequate.
VERA WATER AND POWER
1. The preparation of a water ptan is required.
Approved this 11day of June, 1998.
0
Stacy Bj ahl
Senior nner.
Under State Law and County Ordinance, you have the right to appeal this decision to the Spokane
County Hearing Examiner. If you desire to file an appeal, you must submit the appropriate Appeal
Application together with the required Fee, payable to the Spokane County Division of Building
and Planning, within fourteen (14) calendar days from the date this decision is signed. Upon
receipt of a comp(ete appeal application, a public hearing will be scheduled.
If you have any questions, please call the Division of Building and Planning at 456-3675.
C:
Spokane County Division of Enqineering and Roads; Scott Engelhard
Spokane County Division of Utitities
Spokane Regional Health DisVict
Vera Water and Power
Spokane County Fire Protection District No. 1
Gary and Tamara Barrtes, Owners/Applicants
Simpson Engineers, Inc, surveyor
Findings and Decision SP-1183-98 7
. i
i
OFFICE OF THE SPOKANE COUNTY ENGTNEER
1026 W BroadtiWay Ave, Spokane, WA 99260-0170 (509)456-3600 Fax 324-3478
"ENGIIYEER'S CONDITIONS OF APPROVAL" SIIORT PLATS
TO: Spokane County Planning Departme FROM: Di,6sion of Engineernng & Roacls ~
DATE: iViay 27, 1998
PROJECT: UR-3.5 SINGLE RES
FILE SP-1183-98 /
Hearing Date -
Review Date: 05I07/ 1998
Sponsor/Applicant: GARY & TAMAFZA BARNES
Section Township Range: 23-25-44
Planner: STACY BJORDAHL
Teclulical Review Date: ( C )
The Spokane County Engineering Department has reviewed the above referenced application. The followuig
"Conditions of Approval" are submitted to the Spokane County Planning Depamnent for inclusion in the
"Findings of Fact, Conclusions and Order/Decision" shonld the request be approved.
l. Canditional approval of the plat by the County Enqineer is given
subject to approval of the road system as indicated in the preliminary
plat of recora.
2. Prior to filing of a final p?at, reciprocal ingress/egress easements
for the private road as shown shall be granted.
3. Road plans, profiles and cross sections as designed to County standards
showing proposed streEt centerline and curb grades be submitted to the
County Engineer for acceptance prior to construction and/or the filing
of a final plat; road plans to be prepared under the direction of a
licensed Professional Civil Engineer.
4. Drainage plans and design calculations showing the alignment of
drainage facilities be submitted to the County Engineer for accegtance
prior to construction and/or the f iling of the f inal pla t. Drainage
plans to be prepared under the direction of a licensed Profess?onal
C?val Engineer.
CC: RpgliCan- GaRY & ;A;+iRRA BARNES
EnginserJSurveror C'ri1ARI,ES SI:NP~ON
?13r.nar STACY S..TAr`tAt,HL
. ~
Page 2 of 7 •
OS/07/1998 ~
SP-1183-98
5. Construction within all proposed private roads shall be performed under
the direct supervision of a licensed engineer/surveyor, who snall
furnish the County Engineer with "Recorei Drawings" and certification
which states the following, "I have reviewzd the constructivn and to my
kr.owledge iind it to be in substaratial conformance witln approved
certi-fi-ed plans and Standard Specifications except as noted."
6. Approach Permits are required for any access to the Spokane County road
system.
7 The applicant shal-l grant applicable border easements adjacent to
Spakane County Rignt of Way per SpokanE County Standards.
8. The following statement(s) shall be placed in thE dedicatory lanauage
of the final plat :
• "No direct access shall be allowed from lots to thE Publ-ic Road Portion
of llth AvenuE on the west plat boundary." .
• "The private road as shown hereon is an easement which provides a means
of ingress and egress for Tracts "A", "B", "C" and "D" of SP-1183-98
and per easernent document # recorded at
Spokane County Auditor's Office."
• WARNING: Spokane County has no responsibility to build, improve,
maintain or otherwise service the private roads contained within or
providing service to the property described in this plat. By accepting
this plat or subsequently by allowing a building permit to be issued on
property on a private road, Spokane County assumes no obligatian for
said private road and the owners hereby acknowledge that the Caunty has
no obligation of any kind or nature whatsoever to establish, examine,
survey, construct, alter, repair, improve, maintain, provide drainage
or snow removal on a private road. This requirement is and shall run
with the land and shall be binding upon fihe owner, their hEirs,
successors or assigns including the obligation to garticipate in the
maintenance of the private road as provided herein.
. .
Page 3 of 7 .
OS/07/1998 a
SP-1183-98
9. To construct the ro3d improvements stated rerein, the applicant may,
with the approval of" the County Engineer, join in and be a willing
participant in any petition or resolutian which purposes is the
formation of a Road Improvement District (RID) for said improvements
pursuant to RCW 36.88, as amended. At such time as an RID is created
or any Road Improvement ProjECt is sanctioned by Spokane County, the
improvements required (curb, sidewalk, drainage control and paving to
existing pavement) will be at the sole expense of the undersigned
owner, their heirs, grantees and assigns. This provision is applicable
to Progress Road.
10. As an alternative method of constructing the road a.mprovement stated
herein, the applicant may, with the app?-oval of the County Engineer,
accomplish the road improvements statEd herein by joining and
participating in a County Road Project (CRP) to the extent of the
required road improvement. At such time as an RID is created or any
Road Improvement Project is sanctioned by Spokane County, the
improvements required (curb, sidewalk, drainage control and paving to
existing pavement) will be at the sole expense of the undersigned
owner, their heirs, grantees and assigns. This provision is applicable
to Progress Road.
11. That the rollowing statement shall appEar within the dAdicatory
language of the final plat:
That in consideration of Mutual Benefits now or to be hereafter
derived, do for themselves, their heirs, grantees, assigns and
successor(s) in interest hereby request and authorize Spokane County ta
include the above described property in a Road Improvement District
(RID) and to support the formation of a Road Improvement District for
improvement of the road(s) described below by requesting and
authorizing Spokane County to place their name(s) on a petition for the
iormation of a Road Improvement District pursuant to RCirT 36.88.050, or
by requesting and authorizing Spokane County to cast thEir ballot in
favor of a RID being formed under the resoluti-on method pursuant to RCrrJ
36.88.030, and/or by not filing a protest against the formation of a
RID being formed under the alternative resolution method provided for
in RCW 36.88.065 and Chapter 35.43 RCW.
.
Page 4 af 7 •
05/07/1998 1
SP-1183-98
If a RID is proposed for improvement of the road(s) described below,
said owner(s) and successor (s) further agree: (1) that the impravements
ar construction contzmplzted within the proposed RID are feasible and
(2) that the benefits to be derived from the farmation of the RID by
the property included therein, together with the amount of any County
participation, exceeds the cost and expense of formation of the RID,
and (3) that the property within the proposed RID is sufiiciently
developed; provided, themselvzs, their heirs, grantees, assigns and
successor(s) shall retain the right, as authorized under RCW 36.88.090,
to obj ect to any assessment ( s) on the praperty as a result of the
improwements called for in conjunction with the formation of a RID by
either the petiti-on or resolution method under Chapter 36.88 RCW and to
appeal to the Superior Court the decision of the Board of County
Commissioners confirining the final assessment roll; pravided further,
it is recognized that actual assessments may vary from assessmer_t
estimate so long as they do not exceed a fiqure equal to the increased
true and fair value improvement(s) add(s) to the property.
It is further acknowledged and agreed that at such time as a RID is
created ar any County Road Improvement project is authorized by Spakane
County, the improvements required shall be at the sole expense of the
owner(s) of property within the RID or szrved by the improvements
without any monetary participation by Spokane County.
The RID waiver contained in this agreement shall expire after ten (10)
years f rom the date of execution below. This provision is applicable
to Progress Road.
12. The County Engineer has designated a Local Access Roadway Section for
the improvement of Progress Road which is adjacent to the proposed
development. This tlill require the addition of varying amounts of
asphalt along the frontage of the development. The constructian oi
curbing and sidewalk is also required.
13. The privatp road shall be improved to adopted Spokane Gounty Road and
Sewer Standards for private roads. The privatE road is proposed ta
serve a total of 8 lots (4 lots for this proposed short plat and 4 ior
SP-1186-98) and will nQt provide a connection to the Public Road
portion of 11~h Avenue. The short plat which files for a final plat
first shall be responsible for submitting road and drainage plans and
construction of t'nc private road.
. .
Page 5 of 7 '
Ob/07/1998 ~
SP-11B3-9B
14. Al1 vested owners shall sign and record private road docunents as
presc.ribed by the Sookane County Engineer. These documents shall be
reviewed and approveC! by the Spvkane County Engineer prior ta recordir.g
with the Spokane County Auditor. Recording numbers shall be rEferenced
in the dedicatory language af the plat.
15. The proposAd plat shall bE improved to the standards set forth in
Spokane County Bnard of Commissioners Resolution No. 95-0498, as
amEnded, which establishes regulations for roads, approaches, drainage
and fees in new construction.
16. The County Engineer has exar*tined this develo-oment proposal and has
determined that the ir;ipact of this proposal upon the existing County
Road System warrants the roadway improvernents herein specified.
Kimball, Sandy
From: Hemmings, Bill
Sent: Wednesday, May 27, 1998 10:11 AM
To: Bjordahl, Stacy
Cc: Engelhard, Scott; Pederson, John; Harper, Pat; Kimball, Sandy; Busko, Doug; Miller, Katherfie
Subject: RE: SP-1183-98 - @ames
5-27-98
I received a revised prefiminary plat for the above project. It shows a hammerhead turnaround that is partly off the
subject property. An offsite easement and fire district approvat of the iurnaround as well as a design deviation will
be required before final plat approval. I recommend a condition of approval advising the above requirements.
The standard drainage condition is still recommended.
From: Hemmings, BiII
Sertt: Monday, April 27, 1998 11:12 AM
To: 8jordahl, Stacy
Cc: Engelhard, Scatt; Pederson, John; hlarper, Pat; Kimball, Sandy; Busko. Doug; Miller, Katherine
Subject: SP•1 183-98 - Barnes
4-27-98
I received the above referenced appiication on April 23, 1998.
This project lies in an area of approved soils so a concept drainage plan is not required.
I have na knowtedge of any critical areas on this site.
I consider this application to be technically comptete.
I recommend using our standard drainage condition.
OW q '
Page 1
DEC-23-1998 11:24 SIMPSQN ENGINEERS 509 926 1323 P.02i03
~
. . ~ _
Order No. SH218687
sp p A~CF
~
k4l'e~ fto .
C,
01AN?ION TITLE INSURANCE COMPANY
' C~•3 ~~~~720 NORTH ARGONNE ROAD
067 SPOKANE, WASHINGTON 99212
(509) 922-2222/FAX 926-1519 -
TRAIYSNATION NO.: SH218 6 8 7
PREPARED FOR:
RE : BA►RNES /SHORT PLAT NQ. 118 3- 9 8
G _ F . BARNES C4NSTRIICTION
115 N. MITCHELL DRIVE
LIBERTY LAKE, wA 99019
SQppLEMENTAL TITLE COMMITMENT N[JlMER 1
ATTENTION: This Supplernental contains changes which impact title to
property set forth in the above-referenced cocnmitment.
S CFiEDULE "A": '
x_ Tr.e legal is amended as follows: ,
That portion of the East half of Tract 163 of vER.P,, as per plat thereof
recorded in Volume "0" of Plats, page 30, more partftcularly described as
follows:
BEGINNIVG at a point on the East line of said Tract 163, 138 `eet south
cr the Nortbeast corner thereof; thence West to a point in the West line
of the East half of said Tract 163, 138 feet South of the North line of
said Tract; thence South along the West line of the East half of said
'Z'ract, 166 feet; thence East to a point in the East line of said Tract,
166 feet South of the point of beginning; t~+_ence North ai ong the East
line of said Tract, 166 feet to the Place of Beginning. ,
Situate in the County of Spokane, State of Washington.
S C H E D U L E "B":
x Except as to the matters reported hereinabove, che title to the property
covered by this order has NOT been re-examined.
Dated as of July 20, 1998 at 8: 00 A. M.
TRA:VSIV~ iON TITLE INSLTRANCE COMPANY
BY . 6'~
Sean Heath, Title Officer
se
DEC-23-1998 11~-:~25 -SI~N,ENGINEERS 509 926 1323 P.03i03_
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DEC-23-1998 11:24 SIMPSOM EPtGINEERS 509 926 1323 P.02i03
~ -
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Order No. SH218687
Spa R~C~c~
fG4~~ V~ J
C
~0,~SNA?ION TITLE IlJSD12~iNCE COMPANY
3I720 NORTH ARGONNE ROAD
SPOKPNE, WASHINGTON 99212
8{J~~f~,~ (509) 922-2222/FAX 926-1519
TRANSNATION NO.: Sri218587
~1Vq
PREPARED FOR:
RE : EIARNES/ SHORT PLJkT NO. 118 3- 9 8
G_F. BARNES CONSTRIICTION
115 N. MITCHELL DRIVE
L T BERTY LAKE, W"A 99019
SUPPLEMENTAL TITLE COMMITMBNT ATQMBER 1
ATTENTION: This Supolemental contains changes which impact titie ta
property set forth in the above-referenced commitment.
S C F:EDULE "A": '
x The legal is amended as follows: ~
Th.at portion of the East half of Tract 163 of vERA, as per plat ~hereof
recorded in volume "0" of Plats, page 30, more particul.arly aescribed as
follows :
BEG'LNNING at a point on the :ast line of said Tract 163, 138 ;ffeet South
of the Northeast corner tnereof; thence West to a point _n the West line
of the East half of said Tract 163, 138 feet South of the Nor~r line of
said Tract; thence South a3ong che West line of the Eas^t ha1.f of said
T=act, 166 fpet; tY~.ence East to a poinc in the East line of saia Tract,
166 feet Seuth of the poant of beginning; thence North ai ong the East
line of said Tract, 166 feet to the Place of Beginning. ,
Situate in the County of Spokane, State of washington.
S C H E D II L E "B":
x Except as to the matters reported hereinabove, the citle to thz property
covered by thf s order has NOT been rn -examined .
Datzd as of July 20, 1998 at 8:00 A.M.
TRA_NSNAi Ov T I TI.~^ INSURANCE COt~PAATY
Bv
/Sean Heath, T=tle Officer
sc
~
DEC-23-1998' 11 :25 S-I hiPSON , ENG I NEE , RS - ~509 926 1323 P. 03i03 -
- JaMAWI.
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Indsading. titit • not :11iMpea W6
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~ • ~ NOTICE OF APPLICATION
ii
DIVISION OF BUILDING AND PLANNING
SPOKAXIM COU\Tn
This Notice of Application is being provided to affected agencies and ownersltaxpayers
of property located adjacent to a proposed iand use application received by the Spokane
County Division of Building and Planning. This notice is to advise you that the land use
application rnay affect you and to invite your comments on the project. Written
comments may be submitted by any person regarding this project. All comments
received by May 7, 1998 will be considered by the project planner prior to preparation of
a decision. The project file may be examined befinreen 8 a.m. and 4 p.m. Monday
through Friday, except holidays, in the Building and Planning Division of the Public
Works Building, 1: Floor Permit Center, 1026 West Broadway, Spokane, Washington. If
you have questions, you may call the project planner at the phone number identified at
the end of this notice. Please reference the PROJECT FILE NUMBER(S) in all your
communications.
PROJECT FILE NUMBER(S): SP-1183-98
PROPERTY OWNERS: Gary and Tamara 6arnes
PO Box 122
Liberty Lake, WA 99019
(509) 255-6782
PROJECT DESCRIPTiON: The property owners havE submitted a short plat application
to divide approximately 1.2 acres into 4 residential lots.
LOCATION: The project is located west of and adjacent to Progress Road and east of
111" Avenue (if extended) in section 23, Township 25 N, Range 44 EWM, Spokane
County, Washington. The street address is 1024 S. Progress Road.
DATE APPLICATION SUBMITTED: 4/16/98
COMPREHENSIVE PLAN DESIGNATION: Urban
EXISTING ZONING: Urban Residential-3.5 (UR-3.5)
ADDITIONAL PERMITS: In order for the project to be developed as proposed, additional
permits must be obtained including but not limited to building permits, access permit,
sewer permit and any other permits identified through the review process.
Page 1 of 2
. ~
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924
.
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REQUEST g ~RDE1Ji~~ DE♦ i.ATION
$30.06
DAT'E -
ROAD NAME
N~.AMEWPLAT Platf#
ADDRESS OF,BL- DG
NAME:OF"BI.DG,?ROJECT - BLDG#119' S-Z3 T Z'.s R~
FEDERAL/.STATE~ PROJECT:# PROJECT LIMiTS.,
'FMSTING -CONDITIONS: PROPOSED.-IMFROVEMENT$;
ROAD WID'I'H t44n~ - 36 •
ROAD SURFACE
AVG: DA.ILY TRAFFIC ~0
-CurreutTrarfic. Couat : Desiga Year'Traffic Count
PROJECT DFASGRIP'I'ION 1rA Q~e L~a.s-~- -~re~,n Sh~~ S -
4=e -,Pna4 reS S P.A.=t%cl n. po ti►nv A Z-~4.•Lc& 51aar.4- PJo6+S.- 1- e n eaG ~
r NALB r
PROPOSED DESIGN: DEVIATION r-e.c~~iYerne~n~ -~,r ~.a►.~i sirlec~~►.11~C
S-;-j ig eF a?t;b1i-G renLA.-"he Agtelmlorr i:S 4m
' ~~d_~ ~ ~U~ 1•L~•S-~ r"CQuireC1 C'Uir'-6 d:rA oe►_1L/Yf4 Te1r~ ~ ~Tli-~Akv-~
JUSTIFICr'~TION:
5-~ a.~ivts cu r h ffir 4►ke Y e~c-~eYass~ e~ e~ ] AY~ u 1 i l1 rna.Ac k wko-+ i's e,.l meAii•
6 u i 1+ *o -~k eule.s -FQ S~ao-P v s S gLMdl. A1 r.4& Pr»a res 5R6t. l.a►,.s h es;d_j_ _e~l.~l~
5~ ~ii 1d:iAa ~tiaPe•_+~.tIL ar~ 1J~H' ~.,~1 1 aQ ne ~.~re _ Alse ~~.sr_ _,~?~a.~~-i-~n--~=~'e= area. ~n_V e. ~Q :5~ e~E~lt! at.~ k S. -
SUBMTTTEID BY D U a.n e N e f~~ S i M.o. 1e h En a i n e e r s~ _ DATE - - -
.qDDRESS tL'16.9 arq orkn e-gd,, S eWA. ZIP CODE. 9 T'2.. ~Z
PHONE -_,(,~:Q~ 13 ; Z "Z., -
~D 'TIVE VARIANCE,FEE`OF !S30.00 PAID TO SPOK;a;NE COUNTY ~!•~,e~p~.
-1026.W BROADWAY, SPOKrtiNE W'A 99260=0170 QHONE.(509)456=3600,FAX.(509)324-3478-
-REQUES"T NILL NOT~HE
I V
- RECENID 1BY. DAT~.
CASHlCHECK
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DESIGN DEVIATION
fZs-eADvw4&tEP40 pC04rhL- . 5109wiLS rFf-c, AfAP~~ Ais- /H 77,&S AR-6W .
Approved Approved w/conditions Not Approved
( ) C ) ~
Project Manager Date
.~n ~~vi w-t.. • 5~ o r~c~~ r,~Lw~1~~- t.r -r
~ AJ ~rm, I-fZr...at,?ee- CtLr tAiC*_ 01-- SfLEt- 199E-Q F S ~''-Vcc t t Ti ►+ti.AIL"Y AJP-O!A~.
~ vN&- Ncu-, ~tiL~ S~ c~~~ ~ f~3 ~,~p ri.,ra ~r T~ ► ~ ~ ~4,n z ~ ~P~ F~~ ~ ~-yr, t.,.-~
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Approved Approved w/conditions Not roved
.
( ' ) ( ) t 1 , ~lp
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Project Management Eagine Dace
Approved Approve,d w/conditioas Not Approved
( ) ( ) )
-
Operations Engineer Date
SPOKANE COUNTY ENGVKEER'S
DETERMIINATION:
Approved wlnb conditions Approved as recommeuded above Nor Approved
.
~
Spakane County eer Date
zr~
um'rr vuavosMWeOFMERoFtfrs aOCLMWrr oorrrAws AOCROVpurtoaa -
INV. NO ! AMaUNT G. F. BARNES CONSTRUCTION
P.O. Box 122 115 N. Mitchel( 11873
~ I Uberty Lake. Washtngton 99019
Z Telephone 255-9341
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~►'0 L ~8 ? 3u~ L 2 50000 21.l: 0020 5 1211' AUT1iORi2ED SIONATURE
~ 71i1S DDp7HM WCWDES A fEpA*11 SCREE71 a19AdC QP iME QIECIC
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PAGE 1 13:37:18 23 APR 1998
Road# Road Names.......... MPost. Reference Descriptio Road Log Info..........
03810 PROGRESS CT (START) 00.000 SOUTH END TO BELLA V U 19 PAVED 40
PROGRESS CT 00.120 BELLA VISTA DR U 19 PAVED 40
PROGRESS CT (END) 00.320 NORTH ENL? OF ROAD U 19 PAVED 40
03787 PROGRESS RD (START) 00.000 SOUTH END TO 36TH AV U 19 GRAVEL 18
PROGRESS RD 00.070 36TH AV U 19 GRAVEL 26
00.320 32ND AV U 19 LIGHT BITUM. 18
00.710 26TH AVE (START) U 19 PAVED 18
00.760 25TH AV (START) U 19 PAVED 18
00.820 24TH AV U 19 PAVED 26
00.960 22ND AVE (END) U 19 PAVED 38
01.040 21 ST AVE ( EIVD ) U 19 PAVED 38
01.100 20TH AV (NONESTABLIS U 19 PAVED 38
01.160 2 0 TH AVE ( END ) U 19 PAtiTED 34
01.320 16TH AVE U 19 PAVED 34
01.510 13 TH Av ( END ) U 19 PAVED 30
01.580 12TH AV U 19 PAVED 30
01.640 11 TH AV ( S TART ) U 19 PAVED 30
01.830 STH AV U 19 PAVED 30
01.950 6TH LN (PRIVATE RD) U 19 PAVED 30
02.080 4 TH AV U 19 P13VED 30
02.180 2ND AV (START) U 19 PAVED 30
02.270 1 ST AV ( S TART ) U 19 PAtTED 30
02.340 S PR.AGLJE AV U 19 PAVED 36
02.580 VALLEYWAY AV t1 19 LIGHT BITUM. 34
02.840 BR0ADWAY AV U 19 LIGHT BITUM. 34
02.920 MALLON AV (START) U 19 PAVED 40
PROGRESS RD (END) 03.100 MISSION AV U 19 PAVED 40
03788 PROGRESS RD (START) 00.000 SR 290 (TRENT) U 16 LIGHT SITUM. 20
PROGRESS RD 00.080 ROCKWELL AV (END) U 16 LIGHT BITUM. 20
00.130 RICH AV U 16 LIGHT BITUM. 20
00.200 LONGFELLOW AV (END) U 16 LIGHT BITUM. 20
00.270 HEROY AV (START) U 16 LIGHT BITUM. 20
00.360 WELLESLEY AVE U 16 LIGHT BITUM. 20
00.430 BROAD AVE (END) U 16 LIGHT BITUM. 20
00.600 CROWtiT AVE ( END ) U 16 L I GHT B I TUM . 20
PROGRESS RD (END) 01.150 FORKER RD U 16 LIGHT BITUM. 20
03852 PROGRESS RD (START) 00.000 MEADOWS RD R 09 GR.AVEL 30
PROGRESS RD (END) 00.270 1VORTH END OF ROAD R 09 GRAVEL 30
4 Records Processed
PAGE 1 13:37:40 23 APR 1998
Road# Road Names.......... MPost. Reference Descriptio Road Log Info..........
05885 11TH AV (START) 00.000 EASTERN R.D U 19 PAVED 36
11TH AV 00.120 DOLLAR RD U 19 PAVED 36
00.250 THI ERMAN ST ( START ) U 19 PAVED 36
00.370 BRADLEY RD (START) U 19 PAVED 36
00.490 COLEMAN RD U 19 PAVED 36
00.630 GIRARD RD U 19 PAVED 36
11 TH AV ( END ) 00.770 PARK RD
0 5 8 8 8 11 TH AV ( START ) 00.000 R.AYMOND R.D U 19 PAVED 36
11TH AV 00.070 OBERLIN RD U 19 PAVED 36
11TH AV ( END ) 00.130 UNI`IERS ITY RD U 19 PAVED 36
05891 11TH AV (START) 00.000 VERCLER RD U 19 PAVED 40
11TH AV 00.120 WOODLAWN RD U 19 PAVED 40
00.250 MCDONALD R.D U 19 PAVED 40
00.380 CLINTON RD U 19 PAVED 40
11TH AV (END) 00.530 BLAKE RD U 19 PAVED 40
06229 11TH AV (START) 00.000 WEST END TO BURNS RD U 19 PAVED 36
11TH AV 00.030 BURNS RD (END) U 19 PAVED 36
11T'H AV (END) 00.060 EAST END OF ROAD U 19 PAVED 36
05889 11TH AV (START) 00.000 PIERCE RD U 19 PAVED 40
11TH AV (END) 00.250 BOWDISH U 19 PAVED 40
06049 11TH AV (START) 00.000 BOWDISH RD U 19 PAVED 40
11TH AV ( END ) 00.130 W I LBUR. RD
06134 11TH AV (START) 00.000 PROGRESS RD U 19 PAVED 40
11TH AV (END) 00.100 ST CHARLES ST U 19 PAVED 40
06141 11TH AV (START) 00.000 WEST END TO DICKEY S U 19 PAVED 30
11TH AV (END) 00.090 DICKEY ST U 19 PAVED 30
06232 11TH AV (START) 00.000 GLENBROOK CT R 09 PAVED 36
11TH AV (END) 00.120 HENRY RD R 09 PAVED 36
05887 11TH AVE (START) 00.000 MARIAM ST U 19 PAVED 40
11TH AVE 00.030 WOODRUFF RD U 19 PAVED 36
00.100 WALNUT RD U 19 PAVED 35
11 TH AVE ( ENU ) 00.180 HERALD R.D
06191 11TH AVE (START) 00.000 SULLIVAN RD U 19 PAVED 30
11TH AVE 00.060 PIONEER CT (END) U 19 PAVED 30
00.190 TIMBERLANE ST (END) U 19 PAVED 30
11TH AVE (END) 00.290 HOMESTEAD ST U 19 PAVED 30
11 Records Processed
a '
S P C] I< .A N e C 3 U N 't' l'
T3citt VrNc.: wNn Pt.aNNING • A D1Vi5tnN ui=TFte PuI31 IC WoRKS Di:PAK't'ME.tvr
JAntE~; Z.. IvtAr~st~r~. C.Fi.CI., I]»t~:c: r('~~ i~i.NNIs M. Sc'~«~~-I', ~'.R~~G VED
A►PR 2 6' 1998
sPoKWCOutMENc~~EER
nMMoRArrDvM
TO: Division taf Engineering and Roads - Transportation Engineering; Scott Engelliard
T.]ivision of Engineering and Roads- Develapment Services; BiYI Hernmings
Division ofUtilities - Inforrnation Management; Jim Red
Division of Utilities -Skarnxwafer Lltility; Brenda Sims
Long Rang+e T'lanning Division; Jo]in Mercer
Spokane Regional Health District
Spokane Couniy Fire District No. 1
Vera Water and Power
(;entral Va[ley Schaol District No. 356
Spokane Regional Transportation Council
Washington State Batmdary Review Board
5pokane Coufliy Departrnent of Parks, Recrealion and Fais
FROM: Stacy BjardahI, Senior Planne
i)AT'E: April 23, 1998
SiTB.TE, CT: Proposed Prelinlinary SP-1183-98
Attaehcd is a c.opy of tlie abave-referenced slyort p1at application and map submitted l~y
Ciar), and Tamara Bames to divide appraxitnately 1.2 aeres into 4 residential tracts in khe
Urban Residcnrial - 3.5 (LJR-3 ).5) 7one.
Please review this proposal and return yaur writte.n camments and recommended
canditions to me bv May 1998.
If yoti have any questions regarding this matter, you inay contact rrze at 456-3675.
,
Fnclastlres
wc
capy without enclosures to: Gary and Trunara Barnes
aiinpson Engineers, Surweyor
1026 Wr~r Br.Oat)w~~~ ~Vr-;vur • S4aOKANr, WAs] iRrvc~T(_)y 914260 Rev. 04122198
i'HONr: (509) 456-3675 - r'Ax: (509) 4564703
I`DD: (509) 324-31tid
~ • .
SPOKANE COUNTY nIVIStON OF I3UILAING ANA PL,ANNING
PREi LIMINARY SHORT PIJAT
APPLICATION
PART I
,
I.F:GAI, OWNER'S NAMC: ~ QY`~ ~ TaYT'1a1ro- Rar Y1P S
MA1I.iNG AUDRESS: ~ . zns
C1TY: STATE: L),,,) tj ZIP: 9ctD19
PiiO:NE: (work) ~vqj (home) ' L-' Z Zc'~- (fax)
1F f1PPI,ICANT IS NOT THE OWNER, IiVCLUDC NVRITTCN OVIrNCR AUTHORIZATIODV FOR TI-TE BEL01V
DESIGIYA'fED CONTAC`C'1'O SL'RVE AS RCPRESCNTATIVE.
011NCR'S DCSIGNATED CONTACT: ~0.r
MAll.1IVG ADDRESS: -4SCA.ATX11_
G1TY: SaY~ STATL: ZIP:
T'I-IONE: (work) (home) (fax)
LOCA'T'IAN C)f PROt'OSAL SiTE (general description by which direction and ltaw far from roads anci
intersectians and otfier commtinity features): ~C~~ ~ ~1r~ ~ 0..~l (3C
~ ~
~Pun 1Z A- . Clt-vp rQ~~0'~~ mcq=>~
SECTION(S) TOWNSNtP itANGL Lig
I 1•IAVE ATTACXIED ThIE LEGAL DESCRIPTfQN OF PROPOSED SI7`E-: Q~,YES
(Attacli legal description for the entirz area to be subdivided on the PreliminarySliort 'Plaf map with tfie source
of 1ega1 clearly indicatecl.)
i J. P_.SS
STRFF;T ADDRESS OF PROFOSAL SITE (if any): loc L
NANtF OF PUBLIC ROAD(S) PRQVIDING ACCESS: ~0 C~tS~ C7l.d'1~ L
AU1)i1'OR RCCORDiNG NO.(S) OF PRIVATE ROAD EASEMCNT(S) AND MAINTCNANCC
AGRFEMEN`i'(S) PROVIDING ACCESS:
ASSCSSQit TAX PARCEL NO.(S) OF PtZOYOSAL SITE: ~1 s a 3~I o 7 03
Sl?.F 01' PROPOSAL SI"CE (ACres or sq. Ct): 1,30 00.re,-.9
ASSGSSOTt TAX PARCEL NO.(S) OF ADJACENT LAND OWNED OR CONTROLLCD:
tJ ~A
STZF OF ADJACL-NT LAND OVVT`ED 02 CONTROLLED (acres or, sq. ft.): AJ /,q
DESCRIBE EXIS'TiNG USC(S) ON PROPOSED SITE{such as buildings, well, sewer drainfield and others):
.
c~~-p
~
1=NISTTNG IONC CLASSIrIC'e1TION(S): u- f Z 3•5 SshA I e- FG11Q'kA-
J
CC11a1nRC1=1CNSIVE PLAN CATEGORY: u J~ I~i ~I Al
DOf:S TIIE hRUPOSIIL rRON'T' ON AN ATtTCRIAi. AR PLANNCD ARTPLR]AL : o.. .e ~C,} 1'E, S NO
~ .
Na1NtI~(S') (7[° ART[:ItIAl. ROAD(S): ne; r'C-scs .1-C .
I.IS'r' ['RCV(OUS SPOKANC COUNTY AGT[QNS 1NVOI.VINC "l"11[S PROPCRTY: (suclti as Tax Se~reeation
Anhlicsition, Cer-ti(icate of Cxeinrtions, GA or CA AFrid~►vit, f~ther Siibdivision, ZOlit~ Cllillll,'C, ~~ai'l1l1Ce,
Gonriitional Use, 'remparary Use, SI:PA Review, Dependent Relative, Zoning Code Violation, e►r Otliers):
PP.E-LIN-IINARY SHORT PLAT APPLICATION Page 2 of 5
PROI'OSED USC Of PROPCRTY: Duplexes O Multifamily dwellings O
Sinole Camily dwellings Business O Industrial O Mixed Lse O
A9aaufaclLireci hames ( riollier ( ) - Describc:
i'ttOPUSED tVUMBER OF I_OTS: " T
PROPOSCD ACCESS TO L47'S: Private Drivervay, 31acs ar tess O Private Roati, 41ots or more
O
Public R/W with Private Access( ) Public Road County Arterial O State Hish~vay O
[
DFSCRIE3E ANY COMIIINATION OF AIIOVF TYPES OF ACCESS:
1S DCDICATJON 0F LAND FOR PUBLIC USC PROPOSED (Roads, Parks, Sciioals, Operl Space, other)?
,
YES NO q) IF' YES, CXPLA[N: 1 1' , czOLAA "k>
.~n. ~ ~.t,h Qr .4~ ~1 ~
~ "
I IAVC YOl1 PROVIDED ACCCSS TO ADJACENT PROPCRTY THAT iS "LAND LOCKLD" WITHOUT
ACCESS TO PUI3LIC ROAD? O YES ONO
iF NU, E-XPL/lIN WHY:
I'RC)i'OS1:D S4URCC Or WATCR:
lndividual wells Public system t4 Private Community System
Other ( ) - Describe:
PItOPOSED MEANS OF SGWAGE DISPOSAL:
PuU1ic Sewer Community System O Sepcic Tank and DraEnfield O
Double I'Itimb ng O Dry Sewer O Otlier O Describe:
UTILITY COMPANIES AND DTSTRICTS TQ PROVIDC SERVICE TO THIS PROPOSAL:
Electricity: V-0-041 Gas: GVQ6k1*11G'Ft31n LUO. b-A. 5)t1-c,v2~„
,
kVater: Setiver: -YV
Pllane: U• J` , tit1.e.~ Cab1e: 'T-c_=
Firc District: School: &?y%fY'a1 UG1. I Lt.vl SG~
~
Other: ~
1
IS Tt-IE PROPOSAL SITE ADJACEN`f TO OR IIv'C1,UDE A WATGR B0DY? O YCS (A NO
(exposed standing water, pond, year roimd stream, river or lake) LIST:
UOES TIIC I'It4POSAL SITE HAVG ANY WE-TLANQS? O YCS QQ NO
(open water, seasonal water, marsh arcas, water satur~t~d soils or ~vett~nd plants such as "cat tAils") LiST:
VVII{GH TYi'E OF 1NETLAND GXTSTS ON THE SITE? Type IO Type JI O Type IU O Type IV O
iI= 1VETLANDS EXISTS, i-IOVV CLOSE TO Ti-1E EDGE OF TWF, VVETL't1ND W[LL DEVELOPIViCNT IIF
ALLOWCD TO BUILD? CCCT EXPGAIN:
r
QOES THE PROPOSED SITE PRESL-NTLY f•lAVE FISH OR WTLDLIFE 1iABITAT? ) YES QQ NO
EXPLA.IN THL'• KNOWN TYPES OF W1I,DL[fE:
DOES THE PROPOSED SITE I(AVC GRITfCAL AREAS (siicli as sfopes aver 30%, unstable soil or rocks prone to
landslides, seuer erosion, floading or uthers)? LIST AND EXPLAIN: Na
!aO YOU I iAVC ANY I'I..ANS fOR rU"i'm- /1DU1'I'(ONS, CXPANSIONS OR FUR`I'I-1CR ACTIViTY
RC[.11TL:n TU Tl-l1S PROPC?SAI.? YES O NO II~ YCS, CXPLt~iN:
I'RELIMINARY SIIURT PLAT APPLICATION Page 3 of 5
PARTn
PUitSUANT RCW 30.70 B, Ti1C A1'I'LICANT AND TI1C APPROVAL PROCESS REQU[RES rARLY
CC70ItDINATIUN AND 1NFORMA'i'fON. PRELtMTTiARY AGGNCY CONSULTA'I'ION IDENTIFIED
BLLOW.
~ ~ ~ Li '
ttGLV 36.70 B requires carlv coordination and infcarmatian
A. T1-IIS PROPOSAL IS W(TII IN rIRC i'ROTECTI4N DiSTRICT NO. I
R. WHAT 1MPROVEMCNTS NEED TA DE MADE TO MEET THE DIST2IC7S F1RE PROTCCTION
REQCJIREMENTS? er4r ~~.e~~ ~,,M ~
C. ~ a SEC ATTACHFD LE'TTEIt DATCD:
U. RGQUI[tED CIRE I'LOW (gallons per minute):
I I1trtipe re>>icwetl the proposcrl nnd have advised the applicat71 of the Fire District
1'G'(IZl1YCljl t11S. BZOC, c-~~3LP. ! l~&3U,
SiGNATurti: -rrrLE nA-rE
WA1711 1
ttCW 36.70 II requires carly coordination and informntion
A. T141S PROPOSAL IS WIT! iIiN l~l'ATER DISTRICT: I/EM A'rEYZ UW67Z,
Q. SATISrACTORY ARRANGEML•NTS T'OR DOMESTIC WATER AND FIRE FLOW HAVC BEEN
MAtir•. As FoLLOws:
A WATEIt SYSTEM PLAN MUST 8C PRCPARCD: YES (>9 NO
12CQUIREMENTS:
.
C. O SFE ATTACHED LETTER DATED: •
I ltcrve i•evi led the p•opnsal at2d ha>>e advised the applicatzt af the District req:iiremcnls.
~ . Q,~grv,e eF 0~~2orye~s 'f-/6•98
SIGNA 1"l1RC TITLG DATE
,
~ ~ U(NUTNE, -ROAM
RCW 36.70 II rcquires csuly caordinat{on nnd information
A PRCLiMINARY pTSCUSSION HAS TAKEN i'LACE, A GOMPLETE APPLICAT[ON MUST
INCLUDE: ,
B. ( } SCE ATTACIIGD I,FTTER'DATCQ:
Ajtcr a preli»2i»ary ret~ie11, nf the proposal, l h~rve adviser~ llze nppllc~rf71 of sonte of the
G'oitt~ty r~gineer Itoa~l ret~irif•ernents. A carrplete and detailed r•evietiv will he provided
trfter 1~~ n~pl' trt' is .sttb itt d, wlticli ~r~ill r•eszrlt in a cp»iplete list ofrequire~rze►7t.s and
eafr~ti!' r~s ~ e rn• irig pf•A~ai 1s for ccess !n tl~e lar•opas~rl.
sic~ ~Rr - TrrLL nAT~
1
SPOICANE t; l _ DRAINAGLi
12CW 36.70 13 rcquires carly coarclination nnd infarmAtion
1SC~JSSTO ~°lAS TAKEN PLACE, A COMPLETE APi'LICATION MUST
A 1'RELIMINARFj-
1NCLUnE:
y
~
~
~
~
t3. SEE ATTACHED LET7'CR DATED: ,
4fter cr prelin7irtar y i•evretitr of llie propostrl, I have advised tlie trpplicant of some of the
Cntinty ftinecr• DrRit!Rg etlrrireinents. A t•omnlete and tlettttled revielt, tiuill be
prol,lCIC' 1afte • t applrc ' n is s hnti!led, wh-'c1i tivill restrlt in a complete list of
reqriit• 4 en. 1 candili s r•eg fflirrg pf•ovisions for di•ainage fa• lhe pra poscrl. ~
. I j ~cl~.
Si A'r . itc ` rirt,r Dn'rE
. `
PRELJMIN~-1RY SI-IOIZT PLAT AI'PLICATIC)N I'age 4of 5
S t E
RCW 36.70 II n:quires carly canrdinatiAn and informatinn
A 1'RE-LIMiNARY D1SClJSSION HAS TAKEN hLACE, A COMPLETC APPL(CAT[ON l1o1LIS`1'
[NCLtJpE: 0.n0(-~%V--AAr' WA~~~ ~eM-q,-LE W~VeFLA-
t3. ( ) SEE ATTACwED LE-TTER DATCD:
.4Jtcr tr prelinriNary r•evie tiv of lhe prop4sal, I jiave aduised the crpplrcant of some of
!he Utilities reqirij•ements. 11 cAmplete nnd detailed reipietiv ti-will be provided after !he
applicalion is stabmitted, which Niill result in a complete list of reqirirements and
eonditians regarding pr•ovisions for access ta llte proposal.
~ 1 S L- & ~ _J r. VisA~
SICiNA"CURI; TITLL' DAI'I's
Lt 1 GIONAL E'
RCW 36.70 II requires early coordination nnd Informntion
A PIZELi►\riTNARY D15GUSSION I-IAS TAKEN PLACE, A C0►v1PLETE APPLICATION MUS7
iNCLUDE: r/erq W . /t--- 5e,t1e-,-
t~. O SEC A'iTACMCD LCTTER DATCD:
A,J?er a prelimijiar1l revictiv of llte prApasal, I have advised ttte applicant Af some of tl:e
Spokane Regiarral Ilealllr reqirir•emetrt,s. A cemplete a►id detailed f•evieuo widl be provrded
after the application is siibmittetl, tivhich will result in tr complete list of reqrrirements rrrrd
conc~' i s regrrrHe I •o Disit~fis.f'dr 117e propAS . ,
`
~ SIGNA7'URE 1'ITLC D E
'
E r i V'OR
(Ciry of Spokane or 1.iberty Lake)
RC1N 36.70 A requires cnriy coordination and information
A PRCL1:1FtINARY A1SCUSSION HAS TAKL•N PLACE, A COMPLETC APPL1CATfON MUST
INCLUDE: re*Je4j 'fp c5 n,j E ea
B. ( ) SCC ATTACfTCn LE;TTCIt DATFD:
After rr preliminnry revietits o_f Ihe propnsnl, I Iiatle advisetl the applicaj2t ofsame of the
.Scsper requirements. A cojriplete and detailed revietiv tivill be pravided nfter 1he applic~rtion
is strbtrii!letl, wlrich will resrrlt itt cr cpmplete 1 ist of requirements and conditrvns regm•ding
Seiver pravisions or the pj•oposrrl.
~ ~&4L' I _ ~ Y1S /ca
- SIGNA'CURL'• TITLC DATl:
1 ~ W PAWIME4 N'f F
h way)
(NOTE: Sisnahice rcquired onty if access is prAVided from a Stat7,g"
ItCW 36.70 l3 requires ensly concelinntion and infarnintion
A PREL]hA1TNARY DISCUSSION 1-iAS TAKCN PLACE, A COMPLCTE APPLIC MCJST
IiVCI.tJAG:
/
/
B. ( ) SI:E ATTACf°-iED LETTER D • :
After n preliminary revie theprAposal, I hawe ndvisctl the applicant ofsome Aftlre
.Stctte 1~~igIrway reV111hinle ents. ~t camnlete trrzd detcriled reviell, ivill he provic~ed aer
!hc npnlicatiofi iI zi«ed, it'1,iGh tivill r•csult itt a earnnlete list qf r'elJ1l1Y@!)1L'1Its at2d
cuiiclitinjts • trrclitrg pr•oW.S•iorrs fnr fliglntifay nccess td tlic propnsal.
I)AT
SICIVt~~~l1lt~: I~~1'1.I: L
- •
PRELIMINARY SH()R7' PLAT APPLICATI0N I'age 5 of 5
_ PAIU III
LEGAL OWNER SICNA'I'YJItE
(Signature of legal owner or representative as autiiArized by legal owner)
~T~~G~ v~~-l 6C,,LC !`I (print name) SVIIEAR Ait AFF[RM TlIAT T(1E
ABOVE RGSPONSCS ARC MADC TRUTI IFULLY AND TO THL-' IiEST OF MY kNOWLEDGE.
i FCJRTI (ER SWEAR OIt AFFIRII>i THAT I AM THE OWNER OF RECORA OF THE AREA AROPQSED FOR
TI-iE ABQdE tDEN fIFJED LAND USE ACTION, OR, IF NOT 1'HE 41UNER, ATTACHED HEREWITH IS
WItl'I°I'EN PERMISSION FROM THC OWNER AUTHOR7ZING MY ACTIONS ON I-IIS/HCR BEHALF.
fF[JRTHER SWF,AR OR AFFIRM TUtAT I HAVC ATTACHED THE SIGuVED AND DATED "AFFIDAVIT OF
ADJAGGNT PftOI'ERTY OWNER / TAXPAYFR ADDRESSCS."
ADURESS: 1~' 0.T~n•-A 1;~3- PHONE: 055 -ct --Sq I
L. i~~A l,v -A ztp: 9`1 O tc~
(City) ~ (State)
V1JC1/r,V1c0RA
6~~TE
SIGNATUR~ 1V U' 1'Att )e '
(For Part ITI above)
STATC OT= 1WASHINGT0N ) ss:
C'OUNTY OF SPOKANE )
St1BSCRIBESWORN to beforc me this 4State 19
1i bA Nt
~
TAATURL
~fotary Ptblic in and ington
~NJ► •.,O ♦ Residing at:
~'~c►~
W ~~w~a
My appointment expires: /UD 11 2-jQ0 f
. PART IV
("Co bc compic;trd tay thc Divisian of Duilciing and f'(annins)
-
DA't'C SL1!BMIT'7'CD: PGEIIJNCR:
TOTAL FECS: 0 RFCETPT
FYL~ S10 COMPLETC AAPLICATI4N:
rr . unu.o t;b.+ kir . te r w
i ~
SI'OICANE COUN'I'Y DIVISION OF I3UILUING ANU i'L,ANNING
PRELIMINARY SHORT PLAT
APPLICATION
,l'n 10- s
.
~j
I.I•:(iAI. C)WNl;i2'ti o+lAMla; ~G1Y'~ ? ~C1ypCl►P'cL b',! 'rke
MAii.iNO nDDrti:Ss: P. C~ . llo c. 1.a
C F ~'Y= _I-y-j ~ 114 - STATE: t) ziP: ~ ct C) l`t
1'i-iONT': (work) -Ct (home) - (fax)
1F AI'P1.ICANT IS NOT TFiC OWNER, 1NCC,UDE WR1TTEIV OWNER AUTI{ORIZATION FOR TtTut BELOW
1)I:SIC,NA'i'Gn CUN?'AC'1"f0 SI:ItVI; AS IiL!'ItCSCN'I'A7'1VE.
OWNl:lt'S Dl:SIGNA'fGU CONTAC'I': ~d~.YYlC~Y`CJ~ r~-1r' ~1f' S
MA1LING AC)1'3RCSS: .
CJTY: STATC: ZIP:
i'[ IONl:: (work) (ho,tie) (fax)
Lf)CA'CION OF PROPOSAL SITC (6enerAl description by which clirection and how far from roads and
ititcrticctions and otlicr commtmity fcalures): • ~ Q VJ -~D 0--CLI cic
- ~
a . C7L a.
til;c "I°ION(ti) '1'OwNSt 1IP ~ ItnNC;l:
1 I IAVE A'i°I'ACl lfiD TItG I.EGAL DI;SC(tlI'TIUN OF I'ROI'OSED SiTC: ,.(~.YES
(Attach icba) de:scription ('ar the entirc: area tn bc; suUciivided an tlie: Preli~tunr~ry Sliort f'I~~t m~p wi~h t~e snuree
nf lcgal elcnrly indicateel.)
S'1'(tEl:'I' AUUItESS OF PROI'OSAL S(TE (if any): ~o ~
N61N1E 0f= PU[3LiC ROAD(S) PROVIDING ACCCSS: vir`OC~'S~ Ol-~"/~ ~
~ AUp1TOR RECORDING NO.(S) OF PRIVATE ROAD CASCMENT(S) AND MAINTENANCE
I1GRfeEIV1CNT(S) PROVtDiNG ACCCSS:
ASSESSOTt TAX PARCEL NO.(S) OF PROPOSAL SITE: '~15-=134 0703
S1zC OF t'ROPOSAL SITC (acres or sq. ft): 1<30
ASSt;SSC)R TAX PARCEL NO.(S) OF ADJACENT LAND OWNED OR CONTROLLEQ:
SiZr OF ADJi1CCNT LAND OVN'NCD OR C()NITROLLED (acccs e►r sq. ft.):
IyI:SCRllif: T;3t1STiNG LJSC(S) UN rROPOSGn SITR•(xeich ns buildings, wcll, scwcr tlrainficld nnd othcrs):
skn4p
Exis•rINGzoNr-.Cl,nsstr•tcn-t-tON(s): Sf vig I e- Eagn~
cOMrrtr•.i Ir.NSIvE ri.AN CATGGORY:
DUI:S 'I'! It-L 1'ROPOSnL f12AN'I' AN AN ARTCTtIAI, OR PLANNCD ARTCRIAL : ~Q YES ( ) NO
NI1MC(S) OF nRTCRIAL ROAtJ(S):
l.1S'f PCtEV10US SPOKANE COUNTY ACT(pNS INVOLVING TI-i[S i'ROPCRTY: (stich as TAx Sesregation
Anplic:ttion, Ccrtitieatc of Cxcmptions, GA or CA At'fidflvit, Other Suvdivision, Zonc C{inngc, Vnriancc,
Conditional Use, Temparary Use, SEPA Review, Dependent Relncive, Loning Cpde Violation, ar Otliers):
~ RECEIPT SfJMMAIr . O
TRANSACTION NUMBER: T9800634 DATE: 09/15I96
APPLZCRNT: GARY BARNES PHONE=
ADDRESS: P 0 80X 122
LIBER~`Y LAKE WA 99019
CONTACT NAME: TAMARA BARANES PHCNE= 509 255 6762
TRANSACTION: PRELIMINARY SHORT PLAT
DOCUMENT ID: 1} 2) 3)
4) 5) 6)
COMMENTS: PRRCEL N0.95234.0703
E'EE & PRYMENT SUMMARY
ITEM DESCRIPTION QUt1NTITY E'EE AMOUNT
PREI,IMINARY PLATS - SHORT I 100.00
LAND USE ACTION REVW 1 100.00
TOTAL DUE = 200.00
TOTRI, PAS D= 200.00
BALANCE OWING= .00
PAYMENT DP.TE RECEIPT# CHEGK# PAYMENT AMOUIvT
09/15/98 00003596 21842 200.00
PP.OCESSED BY: WENOEL, GLORIA
PRINTED BY: WENDEL, GLORIA
,►,r~..:..rr~.*+,rrt~.r.*~,~.~~,r~.~t~►~*rrr.~* THANY. YOU r~~+**s~*f+.aa~.+,w*~,t*+~~**~**,r*r*,~*t,r
wCItMIT CENTER EAST PASSPORT
Date:
~ ~ - Number:
-
Name
Phone
~
Address`
Comments:
CUSTOMER,IZOUTING
~ • ;;tr.; _ • -;.Sr:n~ uT'• ~r=` - 1
1 ~DI`vl'slont;of:Bailillng &•Pl~an[ngs",r
- = ~ :~~C=:'`~ ;o E~'°.
~Dlvlslon,, G
a Add"n,:ssing- Pennit Revicw APPnoach Permit
a Nuilding perniit Shorelines tnfu. Flood Nlnin-Permit
~~Code information. Short Plarinfu. Public/I'rivate Raads
Q Commercinl_Reyiew Subdivisian intu. Res: Dldg Permit R,ev.
Q:Conferencc- . ~ ~ Tcmp. Usc PcRnit ~ ~'Site Uroinage Info.
Q Fire,Safety,,Rcview ~ ~ Vuriurtcc Appl. Subslivision'Review•
Q.Manufacwrad 1•Ioma Zone Cltieck Utility Pcmiit
Q Mechanicul_Permits ~ Zone lnCo. Zone'Change Review.
~i'lumbing 1'ermits~ .9 ~ ~ 7~
. ~
Q Trivate Road Infa ~ ~ F N ;J16 Q UIRCD
Itcyie cTime Out
itcsidcntiai t'tericw W I '
a scwer rcrmits ~~D'.ivisiiin. ~,'of~U
ti'~'•=J: '7 ~ ~t I~:° tilt_E'ies~. try7
Q ~hnformitioji ~ ~ - - 5ubcfivision Rcview ~ ~ - -
~
Q Admin. _Exceplion UL1D/Scwer Info.
l3inding Siee,Ylan Info Zone Change Review
Q Ccrt. Of Cxcrrmtion
Q Comprehensive Plan- A'O FFsBR6QUlRED
Rsviewer Time Out
- Cond. Uss Pennit
E] CrilicAl'Areas Info.
Q Nunconforming Use
NO FEE Rl•QUIRED ~ ~-NO FEE•REQUIRED
Reviewcr Timc Uut Reviewer Time Out• Reviewer Tirtie'Out
- - I I I I
r'
f
1 .
i
.
S I' U It N 1"? I Cr C-3 l_1 N't' Y
Dtvtsfnra hr• r_Nr.mr:FnrNC: nNn RnnD-, • A DIVIStC)N orl'tlf T'1►nl Ir WmKS I)f:t-nn-rKi1:Nr
Willtam A. )tihoss. I' F.. C'cvunly Fnigiiirer Dcomi+ N1. Scoll. f'.r., Direclor
AC;Itl!;EMEN'IT "FO I'AY rT+JES
CNCNNI;rR'S AGRFT:Mi:N7' N[lNtHrrt
"I'liis agreeinent between Spalcane Cotuity anci k, r t Gt .~.Yftec, , .
wlinse interest in the project is Ow-~~L. ,
. a ,
is entereci into tliis cla y o f 19 ~.'1'liis abreement is lrnlicable to llie ptoject
~
knrnvn ns: ~smi~r;i1 ~~tn ~~-~e-~n~iiItse t-~~~►-~~ - t~_ _A C'a~-t~t~ b~ a~ .
Tliat the inclivicluals and parties namecl Iierein as liaving an iiiterest in the abnve clescrihecl rroperty or project agree
to !he i'oIlotvitig:
l. Reimliurse Sroknne Cotinly fnr rrqiect review nncl inspeetion fees 1s speeified in Chapter 9.14 nf
the Spokane Couiity Cncie. 'I'he fccs will he hasecl nn ncltial salary cnsls iticurrecl hy .Spokane
Cautily feir rroject reviews aiicl / nr insrectiniis lilus a ten perceiit nclitiinislrative clinrge, anei will
he tailled i»oiitlily as accrued. Any hilling ntuounts due, includiiig any expenses iitcurred in tite
eollectiaii of an averdue aecrnuiit, i»cist he r-liel rrior to 11tic: County's nc:celiiance of the prnject for
iiliiig. If a project is apprnvecl ancl/or filecf willi 7 b71ance slill owilig, tlie unpaicl balince sltnIl lie
paicl ►vitliiii 3() clays of (lie invoicc clalc.
2. T'lie iiiulersig»ecl 7grees tliat Iliese fce;s 7re clue ancf rayahle iinoii receint nf Ilie hilling as srecifiecl
lbnve.
3. Atiy itivc►iCCS nnt rnicl wi11iiii 30 ciays of liie iiivoice clnte will I►C ccinsiclcrccl clclinnticnt. 1f any
outst:tnding hafance on the accouiit for Ihis rroject is nn1 r-licl williiii 30 clays of tlie itivaic;e clate,
no fiirllier reviews of the lirojecl clcacuments will be crnlcluetecl u»til (lie entire account halance is
paicl. Any tialance on (lie aecotint for l1iis project nnt paicl williiii 65 clnys af tlte iiivoice dale may
result in legnl action or tlie initiation af otlier callection rroceclures, inclucling referral to a
callection agency. The Sronsor will be liable for any ancl all expenses incurred hy (lie Cotmly for
Ilie cnllectian of ovcrclue accounls.
4. The tnrnrihly hilling shntilct be sent tn Ihe alteiilion of:
NA M C: ~TGL~nnwrr~ bar rLe-S •
AnURi'sSS: "P.D- aD,X O-zi-,
CI'T'Y, ,S'1'A'I'['s: L l 6Ar7t, l--~Q • , l.t.~
Zir cnnr:: C(q.0 19
Pi10Nis N: 0255 - C( 3 4
1 understancl that fnilure tu pay lhese fees i»ay restilt in clelay in cni»rltticiti nr approval of tlte praject or other
rossible sanct inns.
Cl 1f this fee agreet►ienl is cotiipletecl by saiite;otie atlier tlian (lie .Sronscir (i.e., flie project owner c+r 7
rrincipal in (lie firm snntisarinb Ilte project), sticli as llie i:nginccr desigiiing tlic lirnject, tlien
writleti niilliorizatioii frnin (lie Slionsor sPecificnlly ntillioriziit6 Ilie Agenl to execiite lliis ree
Agreci»cW is nltaclicc! to Iltis ree Agrccrttetit.
SIGNA'I'URE 1)y: y C~ - m- . &V-
-amL-CC-L ,
~ A-
(I'It1NT rrnNir:)
I~~'1'iRNYT+al.i.OIY_c'OT',y_'l'0-SInItAH1?j-.CO.I!N'I'.Y_rNrlHlirIiS ~
kWnagicer«Atic 211/96
I026 1Y Ilromiwny Avc .Spo1cnnc WA 992611-I1170 (S(lI) 456-360(1 FAX: (509) 324-3978 '1'I)I): (509) 324-3116