SP-1262-00
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Vafleyway SP 1262-00
Dminage Calculation~s
RECEIVED
AF'k :1 2001
SnKANE COUNTY ENGlNEER
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OFFlCIAL PU8L1C DOCUMENR
Storhaug Engineering SPOKANE COUNTY ENGINEER'S OFiiCE
ORIGINAL
Civil Engineering and Project Management pROJECT ~ -1
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SUBMiTTAL # ~ .
RET! ►QN TO COUMY ENGINEER
.Apri! 20, 2001
1'abc I
Project VaNeyway Street Widenlnq Street Name Velleyvray
SE .bb Number 00-095 8treet Classlflcadon Arterlal
Dietance Ekvation
CIL hom wwcut Curb at curb 1 Slope `
CIL Street DisUnce to Elevation at Slope C1l SUNI Ekwdon at to curb EleveNon n prcryle asNak aawcul to
Stalion C1l Elev Orade sawcut sawcut to eawcul Onde sawcut inhrface top ot cu►D Orade iMerface curb Station
14+38 10 2025 00 5.00 2028.76 4 8096 2028.76 13.5 2028 56 2028,23 3 9396 14+39 1 O START CURB rSIDEWALK
1.43°o 1.43°0 0,509b
14+50 2028.83 5 00 2028.44 7.8096 2028.44 13.5 2028.50 2028.17 2 00% 14+50
0.08°~ 0.089b 0.50~
15+00 2028.80 5 00 2028.51 5 8096 2028.51 13.5 2028.25 2027.92 4.319b 15+00
-0.06% -0.06°~6 -0.50°~b
15+50 2028.83 5 00 2028.50 8.6096 2028.50 135 2028.50 202811 2.4446 15+50
0.05°~ 0.0596 0.5096
15+88 2028.81 5.00 2028.49 6.b096 2026,49 13.5 2028.31 2027.98 3.78°~ 15i88
0.17% 0.17% -0.5046
16+00 2628J9 5 00 2028.46 6 6096 2028.48 13,5 2028.37 2028.04 3.1196 18+00
0.0896 0,08°b -O.SD96
16+50 2028.75 0.00 2028 75 0 0096 2028.75 18.5 2028.82 2028,29 2,49°~ 18+50
-0.129b -01296 0.70°/b
17+00 2028.81 5.00 2028.49 8.40% 202849 13.5 2028.27 2027.94 4.01°,6 17+00
0.0895 0.089b -0.5096
17t50 2028.77 5.Q0 2028,46 6.2096 2028.46 13.5 2028.52 2028.19 2.00% 17+50
-013°~ -0.1396 O St96
17+65.34 2028.79 5.00 2028.A5 8,8096 2028.45 13.5 2028.44 2028,11 2.57% 17+65.34 ENG CuRe ~SIDEwALK
20+07 56 202819 5.00 2027,99 4.009b 2027 98 13.5 2028 05 2027 72 2 0096 20+07 56 START CURB+SiDfWAlK
021% 0,2196 0.529b
20+50 2028.10 5.00 2027.98 2.409b 2027.98 13,5 2027.83 2027.50 3.5696 20+50
0 31 % 0.31 °~6 0, 5296
20+82.51 2028,00 5 00 2027 92 16096 2027.92 13.5 2027.66 2027 33 4 37°h 20+82 57 END CURB,VDfWALK
sK~~ o m~ro~,ar~ RECEIVED
ORIGINAL ~ M,
~oJfct * ~ Il~ ~ . ~ c~U ~
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SUBMiTTAL i I SPOKANE CQIJNTY EHGINEFA
RETURN TO COUNIY ElIG1NEER
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a1.1.eyway SP 1262-00 . . . . - ' .
, : ..o... . . - . :t- . , . ~ ~ . ~ - -
' - Dminage Calculaflons
\ Iv ~r .
~ . . L~--µ. ,j~.~- ~ ,Yyw.N•!+~"~~r ~:k~w.~.', . ~ ,r' °r
~fr .
Storhaug Engineering J~r5a . ~
~ur>~ C~l^Tr~~0 ~
,.,/o~v,~.~_
Civil Engineering and Project Management
E: i=ln,- - I 17►
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~ Apri! 20, 2001
Page 1
Valleyway SP 1262-04
~ Drainage Suminary
Project Summarv
The project consists of widening an existing portion of Walleyway. Stormwater
conveyance and disposal has been provided for the proposed new pavement as weil as the
existiag pavement from centertine to sidewatk for the length of the project. Due to the
availabitity of well draining soils, the proposed stormwater disposai system utilizes `208'
swales for treatment and drywells for subsurface disposal.
Soils Information
The soils on site have been determined to consist of Garrison Type A soils.
Draiaage Basins
Due to the roadway profile, the past developmerrt drainage scenario has been split irrto
three basins. These basins are termed "Westl", "West2", and "East"; proceeding from
west to east :hruugh the pr+oject. Because each of these basirrs inctvd3es asphalt area, a
`208' swale h~x:- been sized appropriately for each basin. Included below in Table 1 are
the asphalt area; --equired `208' volume and provided `208' volume for each basin.
Required Provided
Basin Asphalt Area (s.f.) `208' Volume (cf) `208' Vo}ume (cfl -
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West i 4800 200 213
West2 3050 127 188
East 3046 127 130
Table 1. `208' Yolume Ircfvrmation
It was further determined that one (I) Type A drywell will pravide adequate conveyance
for the 10-year design sturm in each of the basirrs.
Calculations supporting the above infonnativn follow.
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„ft1
10b oti~
0' 0 •
80WSTRING METHOD (TEN YEAR STORM DESION) PRQJECT: VaNhnNy Street Wfdetwg TIME OF CONCENTRATION (rtanu0ve)
OETENTION BASIN DESI(iN gAgIN; yyM" a,
REVIEVYER: FIoclppew Tc (ovebnd) Tc (Wlbr) AMM /40n. 'C
NUMBER OF DRYWELLS PROPOSED pATE: 23.ppr-0l
I ~(h~Pe A) 0 Daibii (hPe 8) Ct = 0.15 L2 ~ 200090 Street 0.096
roaW Are. (colc.) (eeeH1) 0.19 zt = 50~ ;•33 side~wac o. ar7
Time d Conc. (colo )(see H1) 5.00 L1(A) = ly Z2 s 3~ly Gr~ 0.004
CompoeiEe "C" (ca lc,) (tew H1) 0.72 N(A) = VQ•p16 B= 0 0.00 0.00 0
Tkrn ot Caric. (min) 5,00 S(A) = n= 0.018 0 00 0.00 0
0.18 6= 0.01 0.00 0.00 U
C' Foctor 0.72 Tc (A) = 0.00 d= 0.11 0.00 0.00 0
hVw+'imm Area (,4 R. ) 4800 TofN A Comp'C'
Vdknm Provided 208: 213 ebrm: 283 Lt(B) = 0 Tc (gu) = 2.51 018 012
atnow (Cf+) 0.3 N(B) = 0 Tc(A+B) = 0.00
Mw' C' Factor 0.13 S(8) - 0
=="=zess ===ss=• =s=e~xs ~s-s ar_e _ 0`C'1•A- 0.41
- ::~~u=='=:_= Tc(Eot) = 6.00 Q(set.) L' 0.41
~1 02 p N 05 18 67 Tc (8) = 0.0 Inbnsify = 3.18 Q/p(eat) - 1.00
Time Tirr» InDen*4 Q dev, Y n V aut 3lonpe A= 0.312
Inc. Inc,
(mh.) (Oec.) (in.Rx.) (ch) (cu, n) (a. rt.) (cu. R.) WP = 5.787
R = 0.0641
(01-e0) (AOcw3) (ouawl) i05-M1
--==ssrsr_ss==sasr__e: =z=e:~:s=ssase:-asssa x:====_=_= v' 1,33
--==C= Tc (aohl) = Tc (owrkrd) + tc (fiutter) Tc(pu) z 2.51
5.00 300.00 3.18 0,41 188 90.00 78 Tc (ovwNnd) z Ct'(lt•NIS"0.5)^0.8) 0(eat) = 0.41
C1= 0.15
5 300 3.19 0.41 168 80 18 l.1= Urgth af pvKlend FIoMr Haliinp = 1.13
10 600 224 0,28 204 180 21 N= hictbn iacDa of owrlwd AoW (.4 fa avwap gram oover)
15 900 1.77 4.23 231 270 -39 3= werep slope of overhrxl Aow
10 1200 1.45 0.19 245 3A0 -115 Tc (putte►) = l,wglh (R. WetoCitY (Noec, y90
25 1500 1.21 0.16 252 450 -198 B= Botbm w+dlh of gutW a dilch
30 1 B00 1.04 0.14 257 540 •283 Z t= inveiee d aow Nope one of diiCh
35 2100 0.91 0.12 290 63D -370 I2 = imerte of crae slope two d dftl+
40 2400 0.82 0.11 267 720 -453 d f deptlh of tlow in pulbr (estinw0e, cMck N4maN with Fbw)
45 2100 0.74 0.10 270 A10 -540 Ar" = d•9+d"2J2'(Z1 *Z2)
50 3000 0.86 0.09 174 900 -628 WefbedpwirtMbr=B'd+i11sin(*X1/11))rItskX*(I/Z2I?)
56 3300 0,84 0.09 283 990 -707 Hy&aufic Radiw = R= AreaANetCed Perwneber
80 3600 0.61 0.08 291 1090 -788 Veiociry =1.488M'R11.987'$^ 5
95 3000 0,90 0.08 312 1170 468 Fbw = Vebcihr-Aroe
70 4200 0.58 0.09 324 1290 •938 n= 0.018 ior NpfaR
75 4600 0,56 0.07 335 1350 •1015 a= bnplqrdrnl siope d flutter
80 4800 0.53 0.07 338 1140 -1102
95 5100 0.52 0.07 352 1530 -1178
90 5400 0,50 0.07 358 1820 -1282
96 5700 0.49 0.08 370 1710 -1340
100 9000 0.19 0.0E 381 1800 -1119
:e:aas=- z_ss=ZL_-sseas.. -.aeet=_: as=-_asss sssusa aen-==..=: ssas==z===
DRAINAOE POND CALCIJIATpNS
Roqjned GranY aNob PwW *Wrqp +dume
= Nriperviom Area x.5 n.l 12 in,lR = 200 a. ft,
aovkled: 213 w R OK1
DRYWfLI REGUIREMEENTS • 10 YEAR DESIQN STORM
Mwdnum etoraW reQ►ired bY SawWft = 78 cu, R
p►a+kled 283 cu, R. pK!
NunAa and tYPs of Dr1wob Requirrd = 1 Sinple 0 Dauble
` ~ , W A .Lw
Aftk ~
BOWSTRINO METH00 (TEN YEAR 3TORM DE310N) PROJECT: Vdbywiy Shwt Widerwnp TtME OF CONCENTRATION (rtdrnMs) • O Q~tf,
DETENTION BASIN DESIGN BASIN: 1Mwf2
REVIEWER: NedDpelA Tc (oveifrnd) Tc (pulEer) Ana A'C
NUMBER Of DRYYVELLS PROPOSED DATE: 23,Apr-01
1 Sinpk (type A) a oaWe thve e► Ct = 0.15 L2 = 350 160 SEnet 0.07 . 0.083
Totel Mee (Glc.) (aw H1) 0.11 t1 = 50 3-44 Sidewalk 0.02 0.90 0,018
TinM of Conc. (cdc.) (am Ht) 5.00 l1(A) n lti 7-2 = 3 0.17 Grow 0.02 0.10 0.002
Cornpotia'C" (calc.) (ae H1) 0.15 N(A) = 0,4 p,01(0 B= 0 0.00 4.06 0
Time of Conc. (min) 5.00 S(A) = 0.03 n s 0.016 0.00 0.00 0
Aroa (Acrsr) 0.11 • a 0.01 0.00 4.00 0
C' FacEor 0.75 Tc (A) = 0.00 d= 0.09 0.00 0 00 0
Iny,wvlow Am (sq. ft.) 3060 todl A Comp'C"
Vokxm prpyided 208: 188 alorm 238 L1 (8) = 0 Tc (pu) = 4.92 0.11 0.75
OiAAow (ch) 0.3 N(B) = 0 TqA+B} = 0.00
Arep' C" Factor 0,08 S(8) = 0 Q=C•i'A= 0 26
=-===a==-=--=• =-===s=' - s=-as=:U sss~a_z~s: rerc:=a TC(tDt.) = 6.00 Q(l6t.} = 0.16
At ~ 02 03 04 OS f6 NT Tc (B) r 0.0 Intenaity = 3.19 a/Q(est) = 1.00
Timo T'wrw Inlmei[r 0 clh+. V h V out Sftwe A= 0 223
Inc. Inc. WP = 4.874
(min.) (aec.) (in.fir.) (cis) (cu. R) (cu. R) (cu. it) R = 0.0457
(t11'$O) (A-C'#3) (Otdf.'#2) M-06) V = 1,19
_sca..-•= ==s=s=sa se==:e=a ze_=a=_:ase Tc (toml) = Tc (overland) + Tc (putter) TC(QU) = 4.92
~s.oo r' 300.00 318 0.28 106 so.oo 16 Tc (or.rkwid) = cr(u*wsro.s)^os) acastf; 0.26
Ct = 0.15
5 300 3.18 0.28 108 90.00 18 t1 = Lono d Overi" Fbw Holdav = 12.47
10 B00 2.24 0.18 131 180.00 -19 N= fictiai hctor of owrlmd !bw (.4 fa avenqe grase cavw)
15 800 1.17 0.15 147 270.00 •123 S- overep~ abpe of oyerlmd Aow
20 1200 1.45 0.12 157 360.00 -200 Tc (Qutw) = LwvM► (R. kl/elocily (Rleec y'AO
25 1500 1.21 0.10 181 450.00 •298 B= dattan widlh of gutter a didch
30 I B00 1.01 0.09 164 540.00 378 Z1= invene a1 aat slope orn ddkh
35 2100 0.81 0.08 1 A8 930.00 -184 7-2 = imene o( aan ebpe two o( d'i0dh
10 2400 0.82 0.07 110 720.00 -w d= depth d Ilaw in pultor (eo4mab, check stOneEe wilh Flarv)
45 2700 0.74 0.08 172 810.00 -638 Ano = d'B+d^2f2'(t1+Z2)
50 3000 0.88 0.06 175 800,00 •725 WMbd perhnebr = B•d+{116ir(sh►(112t))+1hin(*fi(11Z2)►}
55 3300 0.64 0.05 181 990.00 -805 HydrtuMc RodMN = R s AreaWetbed Pxknebf
8U 3900 0.81 0.06 191 1090.00 -W3 Veloaty = t.48Afn'R".W7'%^.5
6S 3900 0.60 0.06 199 1170.00 -971 Fbw = Velooiryr'ArN
70 4200 0.58 0.06 107 1290.06 •1063 n= 0.018 ia asplwlt
75 450(} 0.58 0.05 214 1350.00 •1136 e= lorpktudhal elape d pulber
80 4800 0.53 0.84 218 1440.00 •1714
95 5100 0.52 0.04 225 1530,00 -1305
90 5400 0.50 0.44 228 1820.00 -1982
95 5700 0.49 0.04 238 1710.00 -1474
100 sooo 0.4e 0.04 243 leoo.oo •1567
xs===---=_=---
oRAaruoE PoNO cALcvu"tioNs
RaWed arw+yswele p«W slorage volunw
= Impelvfma A►N M.5 iN 12 in.lR y 127 ou. A.
prwWed: 18B ou R OK!
ORYWEII REQUIREMENTS -10 YEAR QES10N 3TORM
MO&xxn stonqe r+4uirw try Bows4tv ° 18 cu. R.
p~uldld' 736 cu. R. OK!
Nurnber and " d Drr4wN Requind ~ 1 Sinpw 0 pouble ~7W A DikJ
AOROk
BOWS1RINt3 METH00 (TEN YEAR STORM DESK31 PROJECT VdeYway Slnet Wideninp TIME OF CONCENTRATION (mirxder) • 1~~ ~~1~q
DETENTION BASIN DE31GN BASIN: Eat ~
REVIEWE Hedgpelh Tc (werMnd) Tc (putbr) 1 AreM~ A'C
NUMBER OF DRVWELLS PROPOSED DATE ~kr~ Str~et ('.01 0.90 0.083
1 SinpN (iyp 0 Da#~ (type 9) Ct - 0.15 L2 I~ 150 ~ 0
Tobd Arsi (cdc.) (tN N1 ) 0.09 21 = 50 SidewWk 0.41 0.90 0.008
Time d Conc. (colc.) (oee Ht ) 9.00 Lt(A) = Z2 = 3 Oram O.M 0.10 0,001
Composile'C' (cmlc )(oee H1) 0,81 N(A) z Q/ B= 0 0.00 0
Time of Ca~a (min) 5.00 9(A) = n= 0.016 0.00 0. 0
q~(p~) 009 s~ 0.01 .005 0.00 0,00 0
C' Faclor 0.81 Tc (A) s 0.00 d~ 0.09 0.00 0.00 0
kr~p+rviaA An@ (eQ. R ) 3018 Total A Comp •C•
Valune Proviclod 209: 130 ~Eam: 180 l1(8) ='j,~.~ 0 Tc (yu) = 2.18 009 O.Bt
OuNbw (eft) 0.3 ~8) =,DI 1p 0 Tc(A+B) = 0.00
n►.a • C F.~ 0.07 s(e) = o o-c7•A= o.x~ ~ Q. 0
=z==eaze z%===c:= ~ar~ar_ rzs__:e= =a-='=ta =s~=rti- TC(EDt.) = 5.00 Q(est.) = 0.23
#1 02 03 a $5 00 n Tc (B) = 0.0 wortmy = 3.18 oro(.e) = 1.00
Time Tinw Inftmily Q dw. V in V out Storape A= OZ02
(nc. Inc. WP = 1.844
(min.) (ac.) (i►.Ihr.) icfi) (ou. R.) (cu. fl) (w.1t) R = 0.0435
(w60) (A'C013) (Outf.'M V = 1.15
==zzszs =sa:esae TC (WW) = TC (OVMIIf1d) * TC (ClAElf) TC,(QU)a 218
5.00 300.00 3.18 0.23 AO 90.00 3 Tc (anrUnd) = Ct6(L1 'NIS110.5)"0.8) Q(eet) = 0.23
Ct = 0,15
5 300 3.18 0.23 93 90.00 3 U= lwopth ot 4wt1mE F1ow HoklinG = 3.34
10 A00 2.24 016 11s 180.00 -06 N= fic,~tion hdor af aeriocid fbw (.4 fa everape press oover)
15 900 177 0.13 128 270.00 •141 S= wwsp elope oI ovwlend 1b+w
20 1200 1.45 0.11 138 3000 -222 Tc (putbx) = Lsrvlh (R•lNoocit!' (Rhec.Y6D
25 1500 1.21 0.09 142 450.00 -309 B• BolOom wblh of gutter a dkh
30 f 900 1.01 0.08 144 510.00 -3A8 Zt = irarve af aoa d" one ddftfi
35 2100 0.91 0.07 148 630.00 a461 22 = knom d aoes ebpe tvro d diEch
40 2400 0.82 0.08 150 720.00 -670 d= deplh d Aow in QutEx (estirtx6e, check eNirtwM with Fbw)
45 7700 0.74 0.06 151 810 00 -am Ar" = d'B+d"112'(Zt+Z2)
90 3000 0.85 0.06 134 900.00 •748 WstMd perlrrodw = B•d+(lhin(ibt(f II1)1+IhMXvn(IIZ2)1)
55 3300 0.04 0.06 169 980.00 $31 HydmLllc Radix = R= kealWetbed PKinnler
60 3900 0.61 0.04 1E6 1090.00 -915 Wbdty =1.488fn'R".667*e.5
65 3900 0.00 0.04 115 1170.00 -AAb Fla►' = Vsbcity'Arso
zo 4200 0.5e o.a 1e2 12e000 -1078 n = 0,01e ror .mphok
75 45oo 0.50 o.a 1ee 1350.00 1e2 6 _ w+chdrdd Of autw
eo 4eoo o.53 o.a 190 1440.00 •1250
e5 5100 0.52 o.a »r 1530.00 •1333
eo 54oo 0.50 o,a 201 18o.00 -141e
96 5700 0.40 0.64 200 1710.00 •1502
100 9000 0.48 0,04 214 1800.00 -1566
aX:sx==. sssa=sx- z=^scsa s=s-zxca s~ssx~: zs=ssrs :aneeast=N=Z=:
DRAINAGE POND CALCUUTiON&
R**wed grvay swob Do^d aOapr'roMmm
= Impervia» Area x.5 in.l 12 in.lR. = 177 a. R
qioNdid: 130 cu. R OK!
DRYYYELL REOUIREMENTS -10 YEAR DE810N 3?ORM
Maanurn vEw up ncNirW bY 9waftg s 3 cu. R
prarided: 180 cu. R OK!
~
Numbor md type d a'pwob Required = 1 Sinpw 0 Oable A
:able ~lb. c tht „ui , iu..
---...csion fat..,:;;jy~ ;Wir..;
h:ap Drnt'• Saad ~ Silt ~'lay ~ Mni.•:r ! Per:nea- IRva~',i l,I i.... ' ~^,an;c ~ ~ I~-n~9•
Z^i a01 Di11C~/ 1 i~8CE2' I!XCC;.. - ii.dttEr lu 11 VI~1111~V
density I iKsat; icapar,iry ; b•'+t, I ~?tw I Kf I T I~gr ;p lindex
:r, I Pct ~ Pc: ;?ct ~ g,Icc ! ia; hr j'_ai ir. ! Fct I Pct
I I i I I ! ' i ~ I i
0-7 j--- I i0-2311.15-:.35j 0.6-2 Iv".25-0.251 0.0-2.9 ~ 2.0-3.0 ~.32 ~.32 ~ 5 ~ 5 j 75
7-17 i--- ~ 10-i8j:.20-:.40. 0.5-2 0.2C-0.301 G.u-2.9 ~ 1.0-3.0 ~.43 .S3 t ~ i
i 17-22 j--- ~ 18-i711.30-1.551 0.5-2 j;:.20-0.301 C.Q-2.4 1 0.5-1.0 ~.43 i.43
I 22-49 I--. i--- ~ 1A-35•1 50-1.7C;C C0^-O.i IC.25-0.351 3.C,-5.9 f 0,0-0.5 1 37 3,37 1 ~
18-40C0^-C.1 jC.25-,,.35{ 3.3•5,9 1 C.0•0.5 1.37 .37 i ~ ' I I I ! I I 1 I I I ! I ~
- a- 0-3 j--- ~ 1D-2C1. 15-1.351 0.5-2 10.25-D.351 0.0-2.9 ~ 2.0-3.0 ~.32 ~.?i ~ 5 ~ 5 I=5
3-1? E 10-18I 1.20 -1.ti01 C.5-2 16.20-0.30; 3.0-2.9 1 1.0-3.0 !.43 ~.43 1 ~
:3-18 I19-27i1.3,0-1.551 0.5-2 10.20-0,301 0.0-2.9 1 1.0-3.J .43 ~.43
j:9-49 ~ 1A-3511.50-1.'1010.000-0.1 14.25•0,35'; 3.0-5.9 I 0.5-1.0 ~.37 E.37
, 94-50 ~ 13-4C~1.50-1.?0 ~0 .D~0 -^,1 113.25-0.35; 3.^-5.9 , 0.C-0.5 ~.37 ~.37 I ~
croe~na::----- -------'i 7-3 j--- ~ 10-231..15-1.351 0.E-2 0.25-0.35j O.C-2.4 ~ 2.0-3.0 I.32 ~.32 ; 5 ~ 5 ~ 56
3-13 I••- i 10-;8(1.20-1,40I, 0.5-2 131.20-0.301 0.0-2.9 I 1.0-3.1 ~.43 ~•43
i 13-16 j--- i--- j 16-2711.30-1.551 10 .5-2 ,L'.20-0.30j 0.0-2.9 1 1.0-3.0 i.43 j.43
~ 16-94 I--- 1 15-?511.SJ-1.701G.OCO-C.1 10.25-C.351 3.01-5.9 ~ 0.5-1,0 i.3; ~.37 I i
~ 45 60 C~,Ir,-C.i I0.25-7.35! 3.C.=,9 I 0.0-0.5 .37
I I I I I ~ i I I ' I I I I
I ! ~ i I! !
I,.4~.!"J.6CI U.6'Z !V.5C'C.7CiI C.V'2.9 I 4C'9U 8
! 22-50 i--• ',~.30-C.5CJ C.6-2 i0 .52- 0.70j C.0-2,9 I 4C-90 I i--- i ~ ~
I 61-70 1 1C-?5{:.30-1.751 0.1-2 I0.I0-0.2',Ij 3.G-S.9 ~:.G-:.Ll ;.28
i I l I I ~ I I I I I I I
i i I ! i i f I ! I ! I ~
~arf:e:c-------------- ~ p.B j_.- j--- j 27-40 j1 .iC -1.30j o 10.:7-J.20i 3.3-5.4 ~ 2.7-3.C .32 ~.32 ~5
~ 8-48 35-4511.2C-:.351C.000-3.1 j0.14-0.16~ 5.0-5.4 ~ 0.5-2.C i.3^ ~.37 48-6G ~ 25-4CI:.2C-1.351 0.:-0.5 I?'.iE-'~.ell 6.0-8.9 ' 0.0-C.5 ~.43 ,93 ~ j
~ i i ! ! ! f I I ~ I l
~
'1~ . . ~ ~ ~ ~
3-15 0.6-2 1Q.:2-^. '~5 ^,C-2.? 2.0-_~.0 ~ .:7 .32 ~ 2 ~ ?
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Parcel: 45133,1011
Owner: SONRISE LAND LLC
CoOwner:
--~i~.-- -1- - Owner Address - 11219 E SUNDOWN DR SPOKANE WA 99206- Broadway rt~ y~-
Site Address
16110 E VALLEYWAY AVE VERADALE r~'1 ~
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Legal Description
VERA EU2 BLK 26 EXC 7
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Notice: This is not a legal document. Data depicted on fhis map is general & subject to constant revision. It is inlended
for reference use only Legal documents should be obtained from the appropriate agency.
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Kimball, Sandy
From: Hemmings, Bill
Sent: Thursday, May 17, 2001 1:29 PM
To: Langbehn,Jason
Cc: Engelhard, Scott; Kimball, Sandy; Parry, Ed; Sims, Brenda; Baldwin, Greg; Hohman, John; ~
Little, Colleen; Berto, Dave
Subject: SP-1262-00 - Proposed final Plat
5-17-01
The proposed final plat does not have the appropriate drainage language on the face of the plat as contained in the
conditions of approval.
Bill hemmings, PE
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'TR.ANSNATION TITLE INSURANCE COMPANY~~~~~~~~~,
NORTH 7 2 O ARGONNE S PoKANE , WASHING':'ON 99212
•
Prepared for:
Order No.: 8M-240101 -DIIRYSA & ASSOCIATLS Charge: $175.00
ATTN: MITCH Tax: $14.76
710 EAST C3LFNCREST DRIVE Total: $189.76
gpORANFs, WA 99208
1ST AMLNDME NT TO P L A T C E R T I FI CATB
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 offices, and the recorde of the Clerk of the United States
District Court holding terms in said county. This certificate is made for
the purpose herein specified, and is not to be used as a basis for closing
any transaction. Liability ia limited to the amount, if any, paid for this
certificate. Frcro such examination, the company hereby certifies the title
to the following described land, in said Spokane County, to-wit:
A portion of Tracts 25 and 26 of VERA as per plat thereof recorded
in Volume "O" of Plats, Page 30, and being described as follows:
BEGINNING at the Northwest corner of the East half of Tract 26,
hereinabove described; thence along the West line of said parcel;
South 00°30' 29" East, 612 . 90 feet to the North line of that certain
parcel of land conveyed to Spokane County for Main Avenue by Deed
recorded June 23_L_1958, under Al.iditor's File No. 54Aj5808L_thence
along saicT North line, South 8904411311 East, 646.42 feet to the
East line of the West hal f of said Tract 2 5; thence along said East
line, North 00041126" West, 613.23 feet to the Northeast corner of
said West half of Tract 25; thence along the North line of said
Tract 25, North 89045150" West, 75.01 feet to a line parallel with
and 75.00 feet Westerly of, being measured at right angles to, the
East line of sa2d West half of Tract 25; thence along said parallel
line, South 00041126" East 195.02 feet to a line parallel with and
195.00 feet Southerly of, being measured at right angles to, the
said North line of Tract 25; thence along said parallel line,, North
89045150" West, 242.54 feet to the East line of said Tract 26;
thence along the East line North 00035' S71' West, 195.02 feet to the
Northeast corner of said Tract 26; thence along the North line of
said Tract 26 North 89045150" West, 327.24 feet to the said trust
point of beginning of this description;
Situate in the County of Spokane, State of Washington.
VESTED IN:
„~~AST VALLFY SENIOR HOUSING LIMITED PARTNrRSHIP, a
~ Washington liiaited partnership and ANN M. MALINAK, ~a ~
W eW. _
Page 1 of 4
Order No. BM-240101
EXCEPTIONS:
1. Taxes and assessments, if any, no search having been made thereof, as to
Parcel Nos. 45133.0902, 0901 and 1101.
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.
2. ANY UNPAID A3SESSMENT OR CHARGES, AND LIABILITY FOR FURTHER ASSESSMENTS
OR CHARGES BY VER.A IRRIGATION DISTRICT NO. 15.
3. AGREEMENT 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
RECOR.DING 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. RIGHT OF WAY for Main Avenue, if any, and any easement rights of
adj oining properties or,the publ-' c to that portion of the '
within such road, aa isclosed b instrument recorded o June 11, 1968
under Recording No. 3;v67751C . 5. SANITARY SEWER EASEMENT AND THE TERMS AND CONDITIONS TH81ZEDF:
GR.ANTEE: Spokane County, a political subdivision f
the State of Washington
PURPOSE: Construct and maintain a sanitary sew
and related structures; Ingress and e,gr ss
AREA AFFECTED: Thie and other property _-RECORDED: August 29, 2004 . `RECORDING NO.: ~ 4511341 `
6. DEVELOPBR REIMBURSEMENT AGREEMENT BETWEEN SPOKANE COUNTY AND SONRISL
LAND, L.L.C. AND THE TERMS AND CONDITIONS THEREOF:
RECORDED: October 9, 2000
RECORDING NO.: 4523101
Page 2 of 4
Order No. BM-240101
7. MATTERS SET FORTH BY SURVEY:
RECORDED: o July 20, 2000
RECORDING NO.: 4499621
DISCLOSES: Property Boundaries
8. TITLE NOTICE AND THE TERMS AND CONDITIONS THEREOF:
GIVEN BY: Spokane County Division of Planning
REGARDING: Land Use Regulation File ZE20-00
DATED: March 30, 2001
RECORDED: April 3, 2001
RECORDING NOS.: 4572507 and 4572508
9. DEID OF TRUST AND THE TERMS AND CONDITIONS THEREOF:
GR.ANTOR: Sonrise Land, LLC, as to a 50%- interest
and James J. Pomajevich and Donna M.
Pomajevich, husband and wife, as to a 50W
interest
TRUSTEE: Transn&t,i^ ance Cornpany
BENEFICIARY: ~"Washington Trust Banjc,
ORIGINAL AMOUNT : ~.2.~, 242 . 01
DATED: February 2000
RECORDED: February 18, 2000
RECORDING NO.: 4457131
10. DEED OF TRIIST AND THE TERMS AND CONDITIONS THEREOF:
GRANTOR: East Valley Senior Housing Limited
Partnership, a Washington limited
partnership
TRUSTEE: Transnation Title Insurance Company
BENEF I CIARY : Cus tom--1-(~, - -Tti-c., P.cc`cammvda't v.IL
onrise Land, L.L.C., a Washington limited
/1"liability comPanY, as to a 50% interest
and Custom 1031, Inc., Accommodator for
James J. Pomajevich and Donna M.
Poma j evi ch, husband and wi f e as to a 5 0W
interest ORIGINAL AMOUNT: $363,698.00 `
DATED: November 30, 2000
RECORDED: December 1, 2000
RECORDING NO.: 4538303
AMENDED: December 5, 2000
RECORDING NO.: 4539232
Page 3 of 4
Order No. BM-240101
11. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF:
GRANTOR: Dennis B. Swartout and Patricia A.
Swartout, his wife
TRUSTEE : Pioneer Title Insura-nce c.~ompany
BENEFICIARY: ~Eq-u3table Savings and Loan Association, an
~~6'~^vi-~ez-iAA
ORIGINAL AMOUNT: $60,000.00
DATED: January 13, 1978
RECORDED: January 18, 1978
RECORDING NO.: 7801180264
Investigation should be made to determine the present balance owed by
contacting the appropriate lender/agency/individual.
12. DFED OF TRIIST AND THE TERMS AND CONDITIOIVS THEREOF:
GR.ANTOR: Ann M. Malinak, as her° le and separate
property
TRUSTEE: First Arnerican Title Co.
BENEFICIARY : e -_°3-po a±3iway-clredi ii
ORIGINAL AMOUNT: $35,000.00
DATED: 4, 1996
RECORDED: June 24, 1996
RECORDING NO.: 4007834
Investigation should be made to determine the present balance owed by
contacting the appropriate lender/agency/individual.
13. This property may be subj ect to a charge by Spokane County for sewer
construction, referred to a9 a Capital Facilitiea Rate (CFR). This
charge is in addition to the monthly charge for sewer services. Please
contact the Division of Utilities Billing Section for information (509)
477-3604.
DATED AS OF April 9, 2001 at 8:00 a.m.
TRANSNATION TITLE INSURANCE COMPANY
BY
For service on th s order call:
(509) 922-2222 (FAX) 926-1519
Brian Mitchell, Title Officer
sc
Page 4 of 4
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MEMORANDLJM
TO: Spokane Cnunty Assessor's Office; Andrea Sandvik
Spokan.e County Engineers, Scott Fngelhard, c/n Sand), Kimball
FROM: Jody Fisher, Seeretary 2" -
Fnr Jason Langbehn, Associate Planner
DATE: May 8, 2001
SUBJECT: Proposed Final Short Plat; SP-1262-00
Attached is a eopy of the Plat Certifieate for the above-referenced proposed final shdrt
plat. Iteview and forward any comments you may have by May 22, 2001. If you have
any questions you may ea11477-7196.
Thank yau.
Attachment: Plat Certificate
lU26 W. liROADV1"A1'' • SC't)KANf., VVAtiHtNt:l`C)N' 992(1)-02211
I'FI()Nl•: M4S)Wl •37I-720r► • FAX: (509) 477-2241 0 1'D1)° (rOq) 477•7133
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M1U1.4G1, V. ti:L`p}fiAN1. D112f•C'°fm GARI` 0HCR(,, I)IRIif.-ft)R
MEMORANDUM
TU: Spokan4 CoUntyj Division of Engineering and Roads, Scott Engelhard, r/o Sandy Kimball
Spokane Cowlty Division of Engineering and Roads, Development Services, Bill
1-Iemmings
Spakane Caunty Division of Utilities. InfArmation IVlanagement, Jun IZed
Spokane County Division Af Utilities, Stnrmwater Utility, Bxenda Sims
Spokane Regional Health District, Steve Halderby
Spokane County Division nf 13uilding and Code Enforcement; Jeff Forryr
Spokanc County Fire District No. 1
Vera Water & Power
FROM: Jason Langbehn, Associate Plminer
DATE: May 8,2001
SUBJE CT: Final Sllort Plat-SP-1262-00
Attached is a cnpy of the proposed Final Short Plat for Sonrise Land LlX ; SP-1262-00. Please
review, and foi-ward your Comments to me by May 22, 2001. If you have any questions
regarding tliis matter, p1ea,Se contact me at 477-71 96.
JF
Lnclosure(s)
copti+ withnut enclosures to:
Scanrise Land Co. LLC, 11219 East Sundown Drive, Spnkane, WA 99206
Jeff Morse, Storhaug Engineering, 1322 North Monroe, Spokane, WA 99201
1026 W. BRC)Af)V1WA?' • SIml:AW, WASWING1'ON %0260-0220
I'NONF (i+t9) 477-7:3111 0 ('i1X (1;INj477-224`i • TDE7 f9049 -3i7-'111
4y9qc,a~1 8k 93 P 40 ~
AUDITOR'S GFR~FlGATE
LE G A L D E S C R I P TI O N Fl~o voa r~caAO TMis ~r a 2000 AT~ IH BOOK OF VEYS p~j tMna oldq ~OfO North WM, SqN~ Op'4~'1J~ P~.! AT PAGE AT 1HE REOUEST OF DURYEA It
A portion o1 th~ Eott hoM d fM 'Mat hoM ot A palion d tM d Troct~ 2S and 24. Ywo. EaN 6t0.SJ 1N1 to tl~ Ca~t Iln~ d tM IYMt A pation of tM Wal hoM ol iroct 25~ Vwa. ASSOpATES Troct 16, Wro, aoor0i~q to tM Plot lMnof eooad~nq to tM Plat tMnof ncorded in Yokrm~ hoM af ~oid iroct ~S: tMna obnq ~ad EaK lina, accadin9 to 1f~ Pbl tlw~of hcorMd M Volu^n
nco~d~d in '0~ of pbb. Poq~ 30. M Spokan~ Counlr North 0041'2b~ M'ut 613.23 f«t to tM ~0~ a~~ Vduem b~ of Ploli~ Poq~ 70, in Spokan~ CoW+t~ YIa~MArpla+, and O~inq dweriE~d a 1dlo~t: NortMoK canN d~ad 1Ywt hall 01 Tract 2S; Poq~ 30, in SpoNan~ Count~ Mfo~hkiqton~ ad Ma~l+inqlo~. and Minp d~artb~d a fdb~ tMnc~ abnq lM NortN Cwu of wid Troet 2S Minq dncrlb~d a fdbin: COUN ,wot rYy
~qNINNG at tM NortMOM eanr of lM Ead tMna alonq 1M Nortl+ fim ol wk paeN, MoN+ ~kMa BEGINMNC a! tM NatMad com~r of tM Eou I+olf of tM Wat lalf o1 Troet 28, Mninabove ag4S'y0' Wp~ 75.01 1wt !o a Ikw pardbl rNh ~►MNG oi tM HortMwt coreN► vl tM wMt
haM of tM MMt Aalf ol Troci 16. Mninabow dreriE~d; and )5.00 fMt WNtvy cf, bdnq rnwwnd at hoM of Troet 2S, MninaEov~ dNCrib~d; tlNnc~ OMeelO~E; MNnc~ abnq 1M North lira of pid parcd, NortN riqhl anqla to~ tM Eat ~ of ~a~E WtN haM d °~0^9 ~ tM~q alonq tM Nor1A W+~ of ~aid poral. Mort~+ lP~S'S0~ Yh~t 16J.62 fNt ta tM Natf~att Troct 25; tMna abrp ~dd parolbl Nn~, South 00 Norfh lin~ ol aid porc~l, Narth 6P4S'SO' ~Mat
e~~s'so' ~.N ,a.e~ +..c ~am. t►~n.~ ~ oa++« p.aa vo~,ar ~a •~i'2~• e~ ~ws.os r..t w o i~» o«o~w .~a~ ~s.~o~ r..i ~o o nM o~~ .nh a~a ~s.oo ~..t GRAPHIC SCALE <o~ ot b~.ai, n~.~. a~q a.ae wa, sartn T+s' ~o.► a,a ,w.oo r..~ so~tn.nr w, e«~q m.o.w.e a~ «~r
ol ~ad Doral, Soul~ 00'27'45' faN 344 7 fNl fo a lirr paroM~l rith anC 260.00 fat NoRMry r{qht anqh~ to. tM wW NoM firn of Tmtt 25; a. b~l^9 "~w~ at AqAt onqia to, tM Eod - N' ,a to a Yn~ paolMl ~eiM and 26l.00 IMt NatMrly ol~ b~irp m~ow~d at riqht anqlM lo, tM No~tf+ th~na abnq wid i~MN &N. HoM EY'45'S0~ !YN of foid Wat IaM of 7roet 1S. ~aiA Oofnt o eo ,a ~ao ol. b~inq m~ownd ot riqht arpla W~ tM NoM lim o1 Uwl artoin porwl 01 ked oo~wY+d lo MIMt 2~2.54 fN4 tM Eat IiM o( wid Troet 26: ~^9 tM TRUE DOINf 0~ BEpNNING of thl~
lin. of tnot c.rta7n porcM a bnd com.y.a to s0oworM cowry ra MoM, Awnw ey o«d ncoro.a n,.na oanq .ad w.tt ~in.. Natn o0'35'S1• w~d 4i"'~'0"~ awnc. daq .o~1e po.aNd Gn.. sartn Spohon~ County fa Ydn Mwnw by DNd ncord~d Jur~ 23, 193a, w~Mr 195.02 fM1 to tM Norfh~od cortwr tMnoh, GO'41'2E' Eod 195.02 1«i to a lim poroMd ~~th ~
~ Y~, 1iSS. und~r Audilor'~ P~ No. IWdila't F1N Mo. 54416EOE, aid vaM D~inq lh~ tMnu ala+q tM North ILN of ak Troct 26 and 1p5.00 INt SoutMAy o(, b~fnq nnawnd ot 54416~08: lMna obnq ~oid poroNd Gn~. South 111UE POMIT 0~ BECINNMIC af Ni~ dacription; ~ ag~ y~' ~ J27.2~ fN! to tM pid trw ~~t onqN~ to. tM aid NortA lim of Troct 25; 1 IOC6 ~ 100 [t
e9'H'11' WM 161.89 fMt to tM Ead IirN of tl~na oont++uinq abnq ~oid Wal Nn~. SouN 00' ~nt of bp Innirp of tler dNCription, and th~na olo~q wW pavMN Nn~, NoAh e9'4S'SO' ^ ad Eott haH of fM Wat hdl of Troct 26; 27'4S' Eat 2le.02 INt lo th~ North An~ of MoM cqdo;ninq 4.01 a~++ af IwM. mon or 1~. M'at 14~.5) fwt tM Eatt f~n~ m.M. c~w,9 .aa Eo.c norn~ ar~o'2~' w.~ ~w; o~ ~n. w.~ ~e.oo ~..t or .ae T~at ts; u~«K. ASIS OF BEARINGS
]4~.b1 twt lo tM w~d poial of bpinninq of Mu p,~} b^9 a wie Eor! ~n., Nora~ OP3S's7' w«t 1~5,02 ~ gE/iq~NG OF H89'45'S01~ kor~G n+E CErrtERUNE oi daeriplion, ond contaninq 1.J0 acra M bnd, 1M NoM 1~S fNt ol tW MMt 9! INl d Troe! f~ to th~ wid North fim ot Tract 25; thma Willl.l1YAY 1S $MOM~N ON Tt1AT CERTAIN flN+ll PIAT -
mor~ a la~ 2S. Vwo. aoordlnq to th~ Pbt Uwr~of ncord~d obnq ~oid Ma~th law, Soufh E9'43'SO' Eatt 144.21 VALLEYWAY AD01fI0N~ REC9RdE~ IN NOlt1ME 2S Oi PLA1S, ~n Ydum~ b' of PbU, Poq~ ]0. in Spokcrw fwt lo tM ~oid trw poinl of Mqinninq~ ond PAGES 90 k Q1 WAS 1AKEN AS iHE 9~1515 OF 9EARINGS Counly Wahinqtan. wnlaninq 0.65 ocrN of lond. mon a iw~. SIqWN ONN i}NS SUNVEY.
f , < <
U N h OCEDURES S11R~EY PEpfORqEp YATF~ LpTI SET MB TOTAL STATIOH
TR.~CT 2s oF v6R,1 +uw ca~vuES w~n+ acw ~e.o~ ~ro w~c as2-isa-o~a.
FR)5 ! ST ADDITION V Y ADDITION , Qi SLIRVEY4R~S NQTES: (-F..ATS-89) (25-P ~-9l dc 92) TRACT 21 OF VERA
Q 1. 1FIE CON1Rpl $URyEY IYAS PERFORMEp AND TNE MONUYEN?$ SMOMN AS iOUND MEAEON M~ERE LOCA1@ IN
MARCH, 1000. I 2 1HE PURVOSE OF iHIS SURVEY riA5 TO ESTABl1SH
~I riD SOLT M/0'A9tlt ~ N REAAR W/CAi BOUNDARY tJNES AfM) SET PR~ERTY F fOR IIERSECIIGM 'J/M 3~t50' iD IRON PIPE W 5119JECT PAN OF CORNERS OR RIE / r /pIN CEL LAND.
~ MOd1E ST ! VULEYwA1' ~ PER Q ~OR 1/16lh WIIUER / Ppt ~ VALLEY 11AY AVENUE (40' 11IDE) ~ 0 m m
~ REFERENCES: R Ner~s'so'w ~e3.a' ) rNr'~s'eo'v eol.u' (B~lStS Of BEARING) N~ ~ ~ - ~ ? ! - - X FlNAI PLAT-VALIEYWAY 11 -P -
R Ns9 4S SO x d06.0➢' R ~ AOW 0►1 (25 lATS 91 k 92) ib).e ~ 16J.62' A ~t7.2ir r i101' 1 tK.r' n 7b.01'~ 15E8~' t5l61' ' Q~,u Pur-~ns~ ~n wana~ ~~-au~-a9)
~ m ~ ROS EO/21 ° ~ QI 1105 27/30
p ~ A Q R~s se/u PARCfl ~ ►ANC[l 4
; H,112 50 fT I~,tS2 SO iS ; 0.N ! AC ~ 0.~S t AC ' 0
~5131~009 0 N ~ 15922 E. VALLEYWAY ~ ~ + Fa~5 ~ Q~~~~ ~ (1671.11) RECORO OISTANCE PER RffERENCED DATA In g ~
2 = ~ • ~s ►~~o ~ 1N.S~'
PARCEI 1 ; 4~"~S 42.'S~~ ~ ~ SET 1/2~ REBAR NITN CAP, 'OURYEA ]3858' S6,4AJ SQ FT N ~ ~ p~ O~ AEFERENCE ~ ~p
1.J0 3 AC ~ W (y ~ ~ n N
3 0 4S11S.0901 N o ~ ; ' o n• SURVEYOR S GERTIFIGATE o ~ tJ 451J3.1011 16111 E VALLEYYIAY q ~ ~ ~a ~p 16110 E. VALLEYWAY 1AN05 OF AUWNAK ~ n~~ ^n s u~
~ o LANOS OF SARFF W~ Y ri ri hNS MA~ CORRECILY REPRESENTS A$UR4EY MApE BY ME ~ e g W rN o a ~ OR UNOER YY OWECI~ON MI CONiORYANCF 1MTF1 hIE AIRVEY ~ ~ ~ ; o~ RECOROINC ACi AT iNE REWEST OF T
p~ ^ U ~441 ~ o ; G N MARdI, 2000. 16 . < ~ n < LL D Ay; m s ~ ~ 1~ ~ ~ ~ .o ~~H~ u4}
"l y y~j • O W Z Y^1' 1 W ~t(, ~~b~ ~ T y PARC~L 2 o ~ n S S ~ ,,r ~
~ a H r~cr zs o~ va~ = z g t q 392~476 SQ FT u $'v
~ *~C ; W~' fRACT 25 OF YERA YITCHELL WRYEA, PLS 3Jb ~ aN z ~ ~ ~
o a ~ 'D ° ~ s~o+r~,s,cM.o ~ ° ~ V N~l LA110 ~
s OA111tS: f-17-01 Z
7'lt~e0
~r~o
t6~.T5' ~ ~6~ 11' ~ JQd21' 9T.5!' 220.20' U 15Y 11' 15y 11' . ~ se~•~~'+rF Ne~w•,S~rr e~o.s~~ YAIN AVENUE 60' 1fIDE ~
- ~ ~ , ~ ~ - RECORD OF SURVEY
R ~seas e,+.~r ~s,.~r R a + ~ PORTION OF TRACTS 25 dc 28 VERA TRACTS
~ RECORDED IN VOLUI[E "0" OF PLATS, PAGE 30, _~o r~e~w w~c+w ~S 27/30 ~O p~~ w/c.~a _~p aEeut w/cw IN THE Slf 1/4, SEC. 19, T 25 N, R 44 E, lf.ll.
o\ 'OUwSwor~ ts tZeoe' 'ouNS~+or~ ~s t2~' 1'RACT 91 OF VERA bur+suatE ~s ~~so~' ~ m ~ TRACf 3i OF ~ERA ° f R O P F.~ Q Q C O U N T Y O T g P O V N E, w 9 H 1 N G 9' O N
DUR EA & AS 0 I CA T ES
f0 COPPER 4ARE IN 2' pPE Land Surveying & Mapping
iM ►~►~T gpx 710 Eut Glencnrt Dri~e pEq Spokane, 11A ~208 tel: SOn {85-8007
fai: 509 4da-8338
~ ~ }o
4511341
' Rei/2000 Sof6
S1QRkAUG fNGiNEfR1i~ aS 02:19P
~i3. QO Se~kane Co.
EXHIBIT-IE~
,
LEGAY. DESGRIPTION
TOlt SArTITAItX SEWER AND ACG'ESS EA5EMENT
A portioa of the of Tract 26, Vera, according to the Plat thereof recorded in Volume "O" of Plats,
Page 30, in Spokaac Couaty Washington, and being dcscribed as foUows:
BEGUKNIlNG at the Northesst corner Tract 26. bereinabove described; thence alon,g the North lilse
of said parcel, North 89°Ob'a4" West 118.06 to the TRTJLl POIIN'i' OF BEGINNLNG of this
- dacription; thEnce teaving said North f ine, South 01 °3433" East 50.27 feet; thcncc Southerly along
a L•ungetit curve to the rig1rt, with a tadius of 160.00 feet, through a central aagle of 25 °22'57", an arc
Ieqgth of 70.88 geet; thence Souih 23 948024" West 33.65 fcet; tbence South 15 °35'54" West 101.25
feet; thence South 01 °35'41 " East 332.25 feet; tlienca Southeasterly along a tangGnt curve to the left
havipg a radius of 47.00 feet, through a central an,gle of 46°SB'37", an acc icngth of 38.54 feet to a
point witli a tadiai bcating of South 41 °25'42p Wcst, said point being in the No,rth linc of Main
Avenue; thence along said Nortit line, North 89°07'40" Wcst 34.44 Ceet; ihence teavins said Norih
lin% North 01 °35'41" Wcst 369.25 fcct; thence Norch 15°55'S4" East 94.18 feet; thence North 01 °
3413" West 153.55 feet to the said North line of Ttact 26; thence along said North line, South
89°06'04p East 52.00 feet to the said true point of beginniAg of tbi.s description.
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DEDItATION i--- - ~ . ~4 i M t,`...~ /3"oe J~ • ~,/I~dYS7~/S.K'- LG.20;_ ` I /`'•+f~~/'/~ ~3' o e ,
~a:- ~ ~ - - ~ llcs Mu and nnd wifa huvt laid off and causod to be ~aNed ~ L K/ K NOw A~~ IJ(N B'~ TMCf( PR65CN75 ~ tha~ G~org[, ,bh~ I1a114S and Beti~ e K4 sb P r I !4 YE,
r 1 I~io 'de~u~bed at Follews ~~•'a " mto btq blocks nn4 sinc4s ►kc land shown harc.oa ~o ba knowe n~'Fn+ke F~ s Add n _ Tht we►4 hnlf e~?rac} 2S e~Vera, nc~ord,~y to plo~ remrded in vo~uma'0' 04 pia+s, pdqe 50, m Spokane Cou~ly,Wa,h;,qton, ; r'%7'~ ~ ~~6.SJ ~.i
Excep~ ~he sou4h l~5fce~ e4 }ke ms~ l85Fx4, f,t~1~~~ ~ ~r;• , Th~ pla ~tcrs herc'o~ acd ~cxte to ~Me ptblic 4er the ux. oF iVw publio Ferevsr ~Me. roaclti and s}ra~ls •hown htreo~. t, ~
A 4'foo~ ~Ir~ e~ la~d ae ekewn htrcen is sc~ asde F++r ubi~c u~~i~4 eut~menEs. ~ 1' .n rs 2~ p p q I , Lo} 7 Bletk j e.~d l04 G 61o<k 4 btin oee Geo4 widc •nd 1y(~' o~ tke~.re hemen i+ hert 6y dedKai~d 4~ Sp~knM1e Coun~y 4~ q~^e~a` Gov~R~ ~ a ~ r 9 "
proper~y tobe d~1d Por ro«1 p~~po+ts Forercra~ suCh hu~t ati1K read♦ o~ tilree~s n~t co~lmued a~ f~q wid~ti ~~h~ o4vi~ . ~ ~ v~ 0 No To.e ihv~ o~e detached dweHing s~ruc~ute shstl bt p4usd o~ any ene. le~, ne~ shall any ~et be Purlher subdw~ ed fbv ~Ne purpoaeti u ~
~~uenl~n arldi4~ona1 b1e er bu'~I~in9 siFes w~4houf Fil~nq a repla~. 137 S0 : a 138C6 ~ g' bf lor o ealt. ` Do,r~es4~c, wnlcr ♦hn(1 be_ rovided to saa1+ 9r ! ~ P . ~ ~
S[nkan. C.nu~fi) will roi be held respen.~bk F or iht ma~ R 4 eeance d i'ne n a t~m l dro~nage Fow ~ro~y ~ p.~N t e t•o v~u ~ l u k t w M y d..~ 1 e w~+ n 4~ p.. p e r 1~ d n e 4 d n i~ ~ I. w ~ i n. a~ d i ~ IH Te~'rir+~owY WHleeet. we Mve herou~4e bc1 eur h~nd on~~ a4~~cd our xol ~1~« 3e day o~.l~ I~lo \u<ro~sM~r rmdw~y~ ` ~ ~l) . r ' ~ ~ W _ . ] ' . Q~ y ~o
.+lrr-n r'f'~.. ~.l~.'~7~. J; 1...rR.~ ~ /,~~4~ ~ ~0 Z Q ~ ~ Z d . 4~0. c,k4~n K4Hus 9ess~e Ka~tas n . ' `~i ~ o ~ 9 S
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A CKNOWIEDGMENT O ~ M1 ~ . k„ 4 , n N ~ i'1 9T.tc ef N'as i g, nl SS .
u+ ef s knne 1e~z~ d P , o ~ C° n'S r 0 1~1Z.95 V
oe lhis ~O do a4 ,~9~o b~Fore me ycrwnnNy appearod G~e~'qe Jel~~ W~las and Bcst~e Ko11si h ibardend w~Ft , ~ ~ d V~ ~ ~ ~ a ~ete o~n ~ns1~aMea4 and acknolcd d 41~e sad ;nsFrum~n~io be ~4~ei~ , . ~ V 'l me k~oW~ ~o~ md~~ ~daa1s ika4 e+~ecuFet~ ikc w(t!i n nd g g 9 Q
v ~ r ac~ and nd ~'or~e uses ned rr ~cs ~I+e2in men4ione~1 ' .c nnd olun a q d 9 P° ~ q 4 ~ o ~ 4'K~al wa1 }Medn a~d a~~ ~vs nbeve wriltee. ,i " s 4 i,s
~"~~TNElS WwfuEOF ~ 1 hnvt h!rcun4e 9t4 my ~n~d and a~F~►td my o~ y ~ ~ b a() ~~~'~~~/~~f.~/ U a• u J~~~E i" ~n M n i• ~en tr ~~res ~ ~u ~~i.°Zr- ~ i!v~~.-l~s----~-'-'- ~ ' IO7,lS ' ~ ti ~ ~ SfP7 /97e cmm,s~
4 ~ ' ' Nets.y Pu blic ;ai o~d 4or i k e S t a 4e o C Was hiny~an v Z i~~ j~ ' r.s~d~og a~ se~~a.~e_--~wssti'roq1en V -~1
~ ti ~ ~ ~ ~ y . I . ~ c ~ N ~J , , 50~1~ ~ ' ~ ti h ~ •tl'~lttf"
p E m i~ ~ 5 azcem h . r 5 IA - ~ ~ y t b Ac ~ n e ~ _ m r t so.rw
SUR.VE`(OR:S CER.TIFICATE -w ; ~ r ~ ~ 165vo' L~' /
~ - . . . . . _ i d i~~~1 eu.v~ or here cer4~f thal tV~;ti phY tcprese~K abut upy cF thc survcy Made by nit ° 0. 1 .1o~eoh L ~~~icinen~ i~ ~~.~nvc ~ ~f y ~ ~ '~S9'S~ E I~SC i i.', m: rc c~~s and ~4 ~t4:cu~l rr~~~dc nrti 1M1 the b~ rc~Mrt and Menua~en}s Ma~ bae ~et. ~ i~ ^
04 _4 osu m / ! ~ ~u ~ ~ . . l.....y~ ~ G~- ~ ' ~~9~ n jl ~
" S~~Pb l, D~ckinsen t t ~ Y, " ' ProFe~s'anal la~ Surv~ er, y I ~lstro y o o ~0~ CDRNFRS Sf7 (prpe)
~ ~ I ~ ; ~ ~ ~ ~ MON JE 7 (p`~ rrsy~k~J v fUBO'YlSpN /OINDA.fY 5 I G h S { ~p I .
~ ' ~ ~ ~ ~ ~ ~ P11 I ti 0 ~
~p~N7`( OFFIC1AlS ~ ~ ? a' ~ .h -I ~ ~o/ ' ~ ^ ~ a ~ C
+ ~'i~c,inr, _i<•n~~~/!~!S!'`h`,Ll4TL~~~,~. y~,~ ~ 0 t an<~ a , ,o~ed th, . da oF ~,T'~! ,1910 - . . - " I z~ ti I ~~„~,n«~ . F9 ~ _ y o Spoknee Coun~y vbomri9 W~nM~ssien Gha~rMan ~ Z ~4~ ~ 0
~ f<< I ~ . ~ ~ 7[~~' ' ~ ~ J~ ~ / ~ ~J I ~ ~ I65 0' 1
?r'_ ~r~ ly't0 ~ - ~ 4 - - -----------L-- E.~M ~ntd ued approvtd {'lik doy dr ~ • • ' • Spek.ne Cau~ty En9~~eer ~~erlf7d E'iklo a ~ I" I~ R ~!a_~~_~. ~~i.:4 . i~e.oo , " , ,~eee~-. . ~ 1f
~ r e - , i . , " I/A~LfY WAY ~ f'~
E.a.~inrd end opqroJ!rl Iti1t _ _day oP , 1910 - - - - - - - - - - - - - - 9poka~e CounFy Aa~esso~ ~P+~~y , i, ~
4~ ~l~ . ~ _I~~->.'. ~ ..f'i- . E..~~ ,na ~7p•o~e+~ +hi. ,an,y c~.v~L ,"r/ ~ ~ ,1910 ; 4-~--~~
$poFane Cou~~y Cornn.i»ween Cna~r~x.n C,17/7UO~S ~MD_D!!1 ~ . 1+ ^ ,~OURSf 10lST~Nff OR N OUrti~ E~~7 .
p~ f 17 J' ! Fr!.SI N! 4} ' C~A ~ S ' ~ ~ Gr~ir"N ~N ~ a rovtu tMi~ 3L7 M4 c~ ~f _ ,1~ ~ ~ S!!Y!lt~E~_H1.h) Of~ N7.cG EFOm ncc; a~u AP - , r, ' i p~
~ ~ Coun ea{{h De rtmeo H~otie►,of4' er ,ti7vx"~ ;rsaoi~eNS _ __L , okone f H W p 9 ~sE1~so'~~f t=res?~ - esm,_ S po•~Tm'w Ise.~f Ise.7c__i ~ sa
FF nG h4u4 DEen ~d }AiL.~+f d0 e~ ~^~e6~• Ic~~p ~'1~s9'SYrt'yi'~ J7Mt01 e.tj J26,20 FI NAL OL AT I he.~ b4 Ce.rfiFy ~haf fh~ rcqu~re~ taxet on 1he, he.r~in p~i tC h Q~ y ;nla,5 _~19fn,7! eNa1~Gl~M a71319 ~
. - ~ +.w<..✓ ~'-a.~..,,•.Y ~ ~ a'~vEAEti~tE ' oao~coi--' jT , ~ ~ ~ _ . . >>.d, .w - FRISKE l - Aoo~r~oN $ knne Coun}yZrensurer ~~Pu}y ApORT,fONOfTNFWfSTflALFTQACr1JOf VERA
P° ' SE'c. !3 7.1sN., R.44E.,W. M,
' SP~KANE CD(IMJY, W~SN/N6Tau sc.ct i~=SC~ Jt D/C~f/NSON
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~ - - - - - - - - - Mer~o,~pY ' - ~ie2.eA' (txt} ~tN.2~' f~5) ~ ~ ` FILE] rpv a,CC°~ iHS 6AV OF ~q 1999 AT ~ ROOK,~~j OF al}'S ~ ~ 1 I - Q'-q~ " - r ~ C~ AT PACE1~ l~ AT THE REOUEST 0~ CQEENFIELD UI, INC.
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I I ~ ~~I y i ( ~ (a' I RECOao or suFrv[r a~ v~cE ~ a I I " l I ~ i (R7)RECO4~ OF SUFVf'/ 900K A0. oAGE 2t
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A~'~~~•'~ ( C ` ` t I C~ rj ~ ~ RECCRC 0~ SLqri" f~~p IH BOOK 19 0~ SJRVEI'S, PApE 1S. ~ I ~ . ~ ~ E i I o h ~ n ♦ . I
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~E6AL DESC,~IPT/ON :
• THE wEST HaIF, EXLEPT THE wEST 6S,9Z fEET, AND THE NEST HALF OF THE EAST nn~F. SUpVEVOR'S CFR11F1[ATE ,
EX~EPT THE EAST 58 FEET OF SAID MEST MA~F OF THE EAST HALF Of TRAC? 3L VERA~ ACCORDING TO PLAT RECORDED IN VOLUME "O" OF PLATS. PAGE 3O~ IN SPOKANE ~OUNTV, ~«~s M,. ~a~..<,,. •r~~/SfN~5l1 MA'H Mf ~/Yff(~ Mv [t~~EC~inY iN ftW~~~M~4(I W~1.~ t..i
WASHING?ON, EXCEPT TME SOUTN 29] FEET THEREOF, AND EX~EPT ?HE NORTN 3O FEET Arou~nt~ti+t nr *H~ si~~vrv nrmsnian n, i o~
1H R ONVEYED TO SPOKANE COUNTY FUR ~IA1N HVENUE h0, ?052. o.~,n5,~a ~t~CMAR!' c r~A~t~r•-^ E EOF. C BV 1!ISTRUMENTS , Mqr 1~ ~~(i~ RECOapED ,IUNE 14, ~~~Z AND ~U~E Z3, lySo, UNDER AUDITOR'S FILE Y05. 005430~ ~~p0 , ~ ,
~ . \ 11N"M IM WMEI,~ •,J~ • . - n~~n 544~916, TOGETHER t+ItH a PERMANENT NON-EXCLUSIVE EASEMENT f0A 1HGRESS aYD z,: ~ ~ ~o~zs
E+;RE55 AND UT1LiT1ES OVER aYp ACA055 T►+E wEST ZS fEET Of THE EAST ~uJ,~a fEET >i ~.,~..,~,~,h~ OF THE NCRTN ~J~ FEEi 0~ THE SOUT4 2a!' tEET OF ?NE ++EST HAIF C~ SAID TQACT jl, f
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N. 99l O 4'//~ ~ N; 'C / r t:.
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PER R.0.5. 79 PAGE D ~ @OOK ,
VALLEY WAY _ AV~NUE _ _ ' o ' - Se7•o~'/7'E P6/76d _ _ - - - -
-----r-----~---------------------- ~ 6~4.41 ' L34.47 G54.47 ~'i G5~.47 ~ ~ ~20~ ~ ~ ~ I I~
~ ~ ~ ~ ~ I i ~
I ~ ~ i , ~ AUDITORS CERTIF'1CATE
~ I ~ i ~ ~ i I ~ FOed fa re~ord thia day of~ChrlAf 1999,
~ ~ I ~ o~,~,~M. In Book Oof Surveye on paqe f1~ at ~ ~~j ~ ~ the request of ~ ,
~ V ~ ~I 1~ ~,q~ ~~~.j~ ~eY N ~ J~' .`~~1~ ~ 0 Nt~ o t p~ r ~ .i oi ~
a~ ''1~~ ^ N~ TnACT r? , ~ ~rt+C. ~i : ~ r 7,..1C~ ..A i ~ '"~:1r.?' +I I ~ I ' IJ~ tl~ I VI fi
, ~ ,W - ~ EqUIPMENT k PROCEDURE' ~ ~ AI I I
~ I ~ I ~ I A Nikon D11~1-1 Tolol Station, ond a Field Trover~e ~ i ; I ~ I were uaed for thla Survey,
~ ~ 81 i I ~ ~ i
~ ~ , i ' ~ ~ ~Qi
, e} ~ I ~ fouNO Yi P~~r, BfHr, i I ~ ~ i cri'wta~ ! o.~~'~eun. , o AASIS OF BEARINC
I , ~ e~ c~:c. ~or~►,en+. ~ I ~ ~ ~f FOUNO r•~vE i.s'eur e~ aROU~o ~ ~ The bearing oi S 96'S8'04"E, elong Ihe centerline of
I _ 636.SL ~ 4s`.st 5eA's~'ao E QENr r.n I O.GS~laurM ifC,1[~, ( ~ h Sprague Avenue, as per Reoad ot Sune recaded q ; - _ + i : y
h , ~'q ?78.ta tos.3z , !2/.94 i 3ta,za --1 ' a ti-' in book 31 of Survey~, page 52 in Spokene Caunty, Z i N ~ s.~• s~'• e' ~ , 1 • t~ S i a W a s h i► ~ q t o n, w a~ u~ e d e s t h e b e a i s o f b e a r i n g f a t h i e
0 ~I~ ~ ~e~eb~ ~'~----1--T~~ ~urve. I ~ ~ i t,~ 35e.4a ~ h ~ 1' ~ o ro~ko i,. REdAR ~ ~ y+/ [~1P I I t404 1 F.uwO Y i ~ 1
~ ~ ~ ' ~ .o, s~.o~ w ~ W~~, ~ , . L E G E N D I RE~~R / I i ~ ~ er c~~c., ,KCrrrra I+~t~~ ' I I~
WI I ~~~k ~ i i ~ Set 1/Y rebor with Plastl~ Cap
s~ I ~.r; S ~ I ~ ~ ~ p morked L.S,8842/LS.9967 I NI 1.. + I r;~.. Dr, n-~ ~ I 1 I I ~Q ~ I N P.. J. R,K.. C I i~. :f ~ "
d „ ' ~ ' ~ ~ ~ • e Found o~ notRd. ' ~ ~ ~ ~ i ' I Iti
I i I ~ ~ ~ I iN ~ 21 ~ ~ ~ ' I ^I
~ n i ~ J ~i ~ I ~ ~ I , I ~ ~ i I h~0
~ v ~ ~ ~ ~ ~ ~ N~G , ~p, ~ i:~~1C~T r"~' ` j.~"~(' ^f? ~ ~I~ """,ir'^'~ ~ I •~f• ~i~ GRAPHlC SCALE (IN PEE1) ~ t~ t ~ .Y,,_1 I~f,Q..
14 + ~ r v ~ ~ ~ i ~ ~ N M) ~ t. r~ ti tk inUMO WE[fORN UP i , r ~ d o so ~a :oo a,, ~ , ~ ' ~v ~I. ' ; 0 u
dy I fe ~ !L"--- ------1------~ M~ ~ ~ ~ ~ v I ~ ~N~ d, tll N l67,lS ~ 1 ~1 ~
~.1 ~ i r.~.b~ i~? ~ r d~ ~"~~oo ~ ~ ~ `w i ~ I AI ~ ~ ~ .
I S w~~ , i ~ ~ ~ r~ ~ ' i ~ I ~ , ~ ~ W~3 z n~,~~ a;; , i , SURVEYORS C~RTIFICAT~
~ i . .~b , ~ , , ~ ~ ~ I o n~,, o;~ , ~ , ~ 1 i i i ~ 4 a' i ~ ~ Thla mop cariectly repreeents a aurvey made by
~ ~ ~ ~ N i ~ i me ar under rny dlrectlon and Is M conformance ~ ~ N~ i ~ ~ wlth the requlnemente of the Survey Recording Act
i~ I ~ ~ ~j.~~ i ~ at the ~equea0 ot p~ s~R , I ~ ~ I
1 ~ I ~ i ~ i i ~ ~ ; ; ~
~ ORIG/NA[ TRAC7 l/NE I ~ I I , ~ ~ a~ t0_~__..r--~---~--~ ~ 207.,~ Isi.l1~ -I~ l~f4 ~ ~ I ~ '~T~
, - - - - - o-------l----1--- 1 I~ I~ - - - r.3e,sa_c~Jf.I ta _ ~ _ 119,2G ; ; ' ' ~ - ---~---11- »t1 - - - - ~t,.~~ ~ , ~ ~
a - ----~-------!--~----_~t~,c-------3:~,:~ti-Y--sa.ss _y ~f9~ ~ ~ a NAg'S8o4'w IG~4.54 - - , ; : ~ :s - - ' ' - - ~ 5~
~S'PRAG UE AVENUE . ti. ~
. , w~ SIV CornerSeeHon 1.~ S% CornerSeetion 13
Fou n d 3• e►ess c~v M Ma„„~m P R O P C R T Y D C S C R I P T I O N FamA copperwire In 1' plpe in monunenl case - R P' S. I n i N E. c o m ~ r M h M l l c s l gne l A d 5/ S' 5 7 42"W RP'S: TR~ marke0' LS 13315' In PP N 29'1T03tiY Si.91';
ee.7a~; rar mar~ee • ~.s. ~29a' In PP N 26•2~sw The West 65.9 Ieel of Trect 31 0( Vera e~ al filed in Book "0" of Plata, T81 me~Ced "LS 12901' in PP N 1a'~T'JO"E ~i.2/~: ~ ~ ~ s»~; ce~~er ~,~c►, on N w eon a i~m~
' p ~ M~'x~' ooncrele ft1W merlca 3 3A'STS4'E ~T.A9'. / atende~dS~e'4!'OZ'E A9.53'. p8Q@ 3O, in Spokene Counly, Washinglon; TOGETHER NlITH the East ,r~~ a T~~ 30 or v~g AL SNYD.CR , ~ ~
EXCEPT the Nath 30.00 (eel thereof end EXCEPT the South 25 fee! RECOkll OF SURVEY IN TNF, thereol; S I!~ Uf TEIE S1Y ll4 OF SEC.,13, T.25 N., R.44 F W.M.
SP ~{ANE COUNTY. ~YASII(NCTON__~- ~ ALSO EXCEPT thet portion lying West oi the lottowing de~aibed ~ine;
Fo~a.e ~o4e
Begin at e pant on the West line of the East halt of said Trec130, 55.00 ~ 1 SOf~ E ?ti2¢TS ITtC. ieel NoAh o( the cente~ line of State Road No, 2(S e Avenue~; ~ ~ r a e~
thence Easl, along Ihe Nor1h line oi ~a;d Slate Road No. 2, 201.3 feet to CIVIL ENGINEERS k LANO SURVEYORS The Tn,e Pant ot BegiAning of ~eid line; thenoa North to a point on the N. 909 ARG~NNE ROAD, SPOKANE WA,, 99212-2789
Norlh fine ot ~aid Tract 208.32 leet East of Ihe MN Corner of the Easl hall PIIDNE (509> 9Z6-1922 FAX (SQ9> 926-1323 of ~eid Tr~d b0 ~nd the end of ~eid line de~aiptian. o~~r~m eY ~ S. W T. IDATE~~/23/9eI~~ECT NO.~DR~wINC H0.
. CHECKED BY~ ~.5. IOAiE~~I~lUe~ J3SGI aF /
8~ ~
- ~ ,
'~;~0 5i) 1~i; , . , ,
, ii~;ff?
, , M~
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/ 'RdCf COR. / j ' ' ~ .
' '~CALE 1~~ lOQ' FEET FNO. t/2'
~ N.BB'S9'59"W. !Ju6;86• VALLEY WAY AVE. IRON PiPt ~11;DIi0R'S CERTI~1CAiE
~ _ . _ , .
- - - - - - - ~ 4
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f~dD I~1~ ~ :~~1~',ty ~.I~~~n Ave,~~:e, tr-~ ~^.~ve {;vGr;,id~ d~s~rbed as IUllc.•,
~ ~j FhD.IRON P.A4S RCN FPC ~6 ' `
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FENCE l~h1E NORTN L NE S, I/2 ,•.q nn'n ~ Ut lh, ntaric. ~ o cl Ihc Esst o
y ~ne of ~kc formcr S pkane ond inb~d f~'~p~~e R~It~iJ /;•t ,:1-e~~j,
~R~1CT 28 ~ P ~
~ ~r a ~
II P.OH. ~B~ I S,l'Si'06"W, r,iong said Scul~e~ly nGnt-cf-way I'r.e. .Ii i)'cr.t; t,.,,,_.
I.SB' V. ~ O 9S' ~titi'S9'Sb"~1., rsicn ' ~
~ 253.61' OF Fl ~ . GF Pl~ .7, q en e~,.n,.o Eusle~l~ cl tht ~,o•tn i,e of t~ `"'t , ,
_ 1~10 120.b IlapS~ h~,l ot hcct 28 ond lhe t~v~h i~,~~ ~I ~F.e Srvlh ha~f of fratt id, 'y~~ r,-.~
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:C~rj~~i,~. 5.38'S9'S8'F S~1 , '•~!1'~YSy~Vl.. 22~C0 leel, U,cnc,: >I.Bb'_9'E+i N. 6554 I:et; :henc» ;:itiel":'~~-
I I~ I;yi,p Icr,t; then[C !I,dB'S9SS~~Y, d61]0 fe«1 to !he i6.t rigt~;-of-wuy I~~~e
~%N o`wh'~c•~ R aA: Ih nt ~ ~y,~.N, ,pa ri~h f~a lir'~c,
' o a c 5.0 'S5 ) East , ~i-~~ ~y
~ v ~ 1~5 9S feel: ~hen•:e 5 DO'~]'S➢ N.. ~Inng :.,J E~;s! (~ht-of -nny 'ine 95.4!? tc,.!
~ 1 C ~Q d , m ~ !o o po~nl '[51 faPt ~Jnrth ol the Sauth l~r~ of Tr~ct 29: Ifenr~ ;°.9' ;6'SA'E.,
j~ PAR~G~ v ~ • l N s ~~I~n~ a linc ~rawn 2y7 fect ~~crth rf r,-d pr,,~;IICI wilh lh.e 5~~~~th I~h~ o( T.i~,~ :1,
~ w. . ~ ~ d31 22 fect, lo c po'~nl ~m lh~ 1Yts! ~inr, ol U~r, F.usl 1.00 feet ol !h~ Pla;t I~~f
' z S i~~y. -N6tl'S3'SA'~Y ~ ~ ol Il~e F.nsl huif ul Tract 29. in~~~~~ ;rvr~i ~ t"~1 . . ~ . ,
I
_.1 r' ° 1.`1z.45~ S.f~. 3,00' _i lire A'C4t n7if ol 1hc Eost hnll uf f i~ct ?9 ' 1." C~7 ~C<S l0 a pcmt on lP.r
Z~ o~ IJ~rth nght-tf-~~oy line ol Spr~~9~e Avenu? 1i; th~~tcg $.8M'S6~5~1'L .
I r) ~ y ~.t-uf-woy tine, JJ~.~ ee1; l'e,~ce'Jf!~<2'S2~E. ibLu~ ~ect.
N I-? `v obr said ~i~ h i' ~ r
. U # lhence $.89'I1'0+3 E., 185C0 f~!t; tneni~~ .i.ii'~'12'.`~'t"N. 1n295 fccl lo tl~~
q
' v i N ' I~;orlh ri~h~-of-~ay lirte ul Spro~~~ie rti~cn,~~. t".ence S.P,~f ~6'S4"[. nlesn~j ~1
I o n r ~hl of- Noy I~ne, 74.43 leot tn ~ p,~n' c~ t~~? Y~esl ~ r.e :i ;he ~:a,t 1.^ r,'
, ~ a ir~[l 30; thence N.C~'21'24'~E, ~.,cn~ thc WeSt ilrc o` lte i.usl h91f al Pr~~tt `i~,
r. b .
„ ~ f'ND-lj7' ~28U2 Ieet'. Ih~nce S89'S6',4'~ Ip3b1 Isr1• ;hencc 'l,7G1'i',•1'E °,cu ~,t
, IRON PIPE thcrvr.¢ S E6'Sfi'S4"E ,~07 71 (vel; ih~n••:e t,CJ 155)"F ,':4.76 1~•;, ~ a~'.
i r,n ~nw hlvi,n re Uf Tr~7r~ !0 'nPti[h „'Co.S: 12et Ecst u! !hr, Pb~r(hnc:t ~
~ Tk;,CT CCR . of !hc _asl hc~f uf hal 30: s~ ~1 point ae~rg cn th? ce~dubc~ of ,~o;'~:..
fRACT COR.
tI ~ ,~~7 Avenir:; t'^.en~c S3n:o'SSF, r,'on~ •;~~f crn!-rGr,~ 12~.1f Ir~. ,I,.
. / ~ I - I ~ f _ ;5: lin,.• •1
',v A~ _ S.BB'Sfi'J]"E.~ c ~.F.eust tarner ~f Troct 27, thence 'l.~. 29 , i';^) L
v~`~ TRACT COR. ~ i ~,}y '~~uct 27, e15 59 feet to the P~~nt of ~n~r~~y ~
vI O W l,..~.,J_~i ~l ~z I ~ 1
~
b W v Oi
, _ ° ~h v ~ 5~luotc in Spok~~re Cuwty, a'~i:hl~~F:~
r'.~ , F?'!sR \'f~l O n0 o n y y f'!D 3~4~
~ ~ PARCEL A ~ :RCN Nir'E , - n~-
Z n w ~
"IU 1!.1 d 1 ~i~;';, 't i PRRCEI. "C~'
N ~
fl _
' fh~1 V'xl:pn of ir~:i~5 ~3 ~ir t 27 .;f . .+r ~i..r, , ~ r,~ .~rr•,
?67q.(~~ "0° ul Ptats. Ga^~e 30. inc!~,.~ ~ ~I ~~•~,,,,r , ii. ~I ,~r~
I l , ~
48tl'S~.d ~I i,~ Railro~id nght-a(-n~vy end ~ ,i . . . ~ r _~i~r _
I w ~ 9P;trbed oY foll,rs.
~,r • - . '!1 - , ~~'ri • I'~ ...i.: ~ ' '
n. tleqmn~nq ut ;he ~nter;ecl.vn _I . ~ '
~u n'~ ~ ~ 2~ onJ U~. Enst ~~~~hl-ol-waq !;r,: ,~!~~_u;~~.,m . ~a: :.7'_'~ ~ ~
I I~ M~ ' ~ ,
~ ~Jurth lir.e af lhe °,oulh hr,U nl Trotl "d. 55! 19 ttnt lhenc,, 5.UU42'S'1''rY.
m 1 11C.U0 leet; thencs N.tld'S~'S9,H 8.00 ~ecl; tne~,ce S)lryl 52",V,. 225 c1~ t, ~
I`
ther+cr. N89'S9'S8+Y1., 9550 tcet; t~rnrc SGv'~t~'S1"~!, 113t1~ feek lhence !
~ NBFI'S9'5d~Vl 767.g0 ~evt, tu the Eust nght-oh•+~~y i^^. ur Sulfiven '~~=1; t'
. I ~ I.In1•Sr,~1~^c . :'l~ ' ~:~L .i , i,~ . 1iei~~i• i ~ . . . .
- ~ . ,.1 11"
;~,n ' c~oug s~.d Fa•et righl• of-way ~ir.e, i9ti,;f ,"1„ ~
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j 1 r;o ~ ~ iv S.Ld'54'S4'F. ~
Fr:J 3~4" f'i F- ui~ ituOlE in $ptkme ~c ,•itv. '~Yn.h;n~)'
~ ~ ~n 1'JJ.jI,
Z 5 89'S6'S4'E. 431 22' b°. 4-ca ~ S 50 Ai
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JUB.B7' t\ 152.}5' ~ ~ t0361'.z~~, PaF:CEI'C"
~ V ~ ~ S.P,FfE~6'54 E. , ~ , I , . ; ~~.t r.,,,,~ • , , , _ ~
~ ~ ih~~ pUrlion ul t, _ N?;t 5:H rf 'r;:l 57 .
(Pi . 1~ I''(',AR~ I rv ~n VO~ume "0' Of F'IUIs, pa~C J0, be.r.y n,~rC pafli:i,lOty '~'~;;ilcJ ~ls la'.'r„~'..
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I N ~ NA9'17'qH"'N Q '
~ r+ D C.mn•?nr,inq al lhe inlcr4rtl:r,n ~f 'he E~s~ I~r.e ol thc 'M1tsl ha~f of fra~l S~, .r.
~ ~ ~ 155i:0' ~ v tP~e M~ilh r~ghf-~of-lica of ;pruque Aveaue: tl,ence N.tlS'So'S4..'~Y, ~:~ony
~~i ~4 ~ S~~T' . ~ 1A 1! h True Po~nl ol 3e~ ~nnim ; ttencc
~ N~IIh ~i~JhI-OI-wt7y lin., .4, pC~ l0 l! ] )
~•i 1 ~ ~ i.i 3 ~ ~ 5 5 ' n - h n~;h -r,l-w0y !.r.?, ~F!5.00 fer!;
I N ~ PARCEL ' i,; ~ t~:~tin~e N 8'_b'_4"'N, ac ,~•J h~'t .+li
. i m~ o t~~enec P~OJ'd2'S2'E. 161 85 1ce1: thcr~_~ II'rF. r•"^~,
I iv m j~ S.t~C'42'S2"`N. Iti2.95 'eol, to !hP 'n c :,f ~~~r~~r~~.
I b FND. 1/2" V Y w ~
Z~~ TRACi COQ, b.- C ~ 5
~ N TU~INC c? ~ p S~tunlc in Sp~:kana COU~iy. WO;h.rq':+i
I i ' 50,044.51 S.F. ~ ~
~IL I ~;i aa = 30,C44 51 F. or O,E4
- ~ , 2J6.35' _ 185.Q0' 1.t.dJ'
~ N - 1fi8.62' 6~ 9 7J' ~ ~ ~ - n ~ 3 ;sis ;1 'ta^nr •:7
• ~ S,BE56'S4"E 40~. d N, TRACT COR.
't .ts ~ . . _ _ . . I ~~,5o54'F. u, :n i . `r• ..e ~,r.
_ TRAf,i f,CR.-f LP O.F, "i,"
- _ _ r~ ♦ = fnA. 5/i" rrba~ w,~tc0 t i. PJu.
Fr,ii_~~i,N ~REC . - - - ° - ~
~s natrd,
SPRAGUE AVE SR N0. 2
p ~ ~t,. ~ i,
` . ~ -
/
~ ~u;rs:vr^~ ."~ur~,r
~~T~i,Ylor Enginecring, nc.
~•.CCiJRACY $TAiEMENi ('NAC 332-130-100) ' SURVE'(OR'$ CERTIFICATE ~f~~ ! ii~il D~~iti~i ~nd lir.d I'l~iuuu~¢
~4~ x,~.,, r i~e w,~,oo a„ : ae
'4, m . S{,nk.~ii~. /n~Ain~l"R ~itii:Ul
-~'.S SUkVEf V1AS p;AffaNEO USINC A I.fEt1 `:ET-4 tHi$ YAP CORkEC'LY REFRESEh1S n S~„P;E'i 6~ADE BY ~6E t^ ~ v~~~; ~•,~,n .i.y-e:~'n ~~xe i•~
'Qf?L S'0.no~i, A tE,;; •,~~~i, a~„ n ioo Focr c~+n~+, oR u~~c~R'A'f pqECilf,~N ~PI CO~~FQFS~A,acc ;ti~rH if,E ' E-70 , INDEX: S.W. 1 4 SEC. 13, T,25N., R.44E., W.M. " F
~+C~iLON'tiL G~~S'M1'ICES APE &4;E0 an THE uAt~r,~lnl REG~I~F~Eui.!ir; r~f inE SUR'JEY REf,GPRIr;G ,1CT A1 iriE ~ ~ ~
c ~ c- ~ a , ~ . / ±
'EGpE11C .l,P.~IF.Y Shl'~k~ATIQN Bh,,cLI~+E Af IEL(5 ~ ECUf.;f C~~ F(;i,td;~'P (:~41PANY IN MGl~fll t99}, ~,~~ur~', o~ v .
~
~~~FI D'FA'~Efi;~ 1lE~•~~~OS uSEG A'E~>E h5 PER ° i;"~
~s~, ~,J~~ .~~G~ `~~~~h~~ RVEY ~OR FRED A~EYER SITE
RECORD OF SU
~,.~~,rs .is ?s
v,:rr7:~;T'.:al:'u:;.,w7,^.c::m
. . :~cb: . _ < ~ . _ . . . .
' '+.y'MiM~ . . ~ .
~
~
~
S V' C3 K A N E U N T Y
DIVLSIt)A1 C)F PIANtVINC, A DIVISION OP 1HE PUH11C WQRKS UF.PARTMENT
MtCti6iCL V. Nm7HAM, D1RCCTOft GAItY OBL•ItG, U[RECPBR
MEMORANDUM
TQ: Spokane County DivisiAn Af Engineering and Roads, Scott Engelhard, c% Sandy K,imbaU
Spokane County Division of Engineering and Roads, Development Services, John
Hahman
Spokane County Divisian af Utilities, Information Managernent, Jiin Red
Spokane County Division of Utilitiesa Stormwater Utility, Brenda Sims
Spokane Regional Health Distriet, Stcvc Holderby
Spokane County Division of Building and Code Enforcement; Jeff Forry
Spokane County Fire District No. 1
Vera Water 8L Power
FROM: Deanna Walter Associate Planner
DATE: Oetnber 2, 2001
SUBJECT: Withdravval of Short Plat-SP-1262-00
This is to inform you that the above-subject short is being withdrawn by the applicant. Please
adjust your records accardingly.
wc
Attaehment: Letter frpm Applicant
c: Sonrise Land Co. LLC, 11219 Easi Sundown Drive, Spokane, WA 99206
John Konen, Sta►rbaug Engineering, 1322 North Monroe, Spokane, VI✓A 99201
1026 w. aROAaKAY • sPOKArrE, w:tisEtnvGrcarv 99260-0220
f'HOlvE: (5M) 477-7200 • FaX: (5119) 477•224:~ • TUD: (594) 477-2113
~ STORHAUG
ENGINEERING
h~rhg an.d PtoJect Management
September 28, 2001
Mr. Jahn Pederson
Spakane County Planning Department
1026 W. Broadway Avenue
Spokane, wA 99260-0050
Re : Request to withdraw Short Pl.a-t Oo. SP-1262-00 Sonrise Land LLC.
Dea.r John,
At the request of Grant Person, Sonrise Land LLC, I am herein
requesting that SP-1262-00, appraved January 23, 2001, be withd.rawn.
Bec ause vf aomplications a,nd timin,g del.ays i.n closing one af the
parc els , the submitted short plat ca,n not be accompZi shed in the
configuration presented for approval. If outstanding issues can be
resolved in the future, Mr. Person will submit a rlew short plat
for the remaining portions of the pro j ect 4
Thank you for your cvnsiderata.on.
js i
~ ,
ahr~ D. I~anen
Devela~ament Consultant
~
1322 North Monroe • 5pokane. Washingtan 99201
Phone (509) 242-1000 • Fox (509) 242-1 0Ol
ENGIi1EER`S REVIEW SHEET
t'ruj~~t ticatus ~1ct;~e
A5 BUiil }'ian. fz«~ived Short Plats File SP-1262 -oo
Road Plans Appro~cd Cumpaniun Filcs: I
Vcw Road Standards ',-1 5-9, Mylar
Related File;:
Ile•rrin};: Huilding UcpL
TCChnical Rcview:
I larvard Rd Plan
f'rcliminary fteview: I2127,'2000 T,,pc: Scheduled For l_argc Lot F31dg. Syuarr Fret
[)ate Ileceived: 12'12~2000 tiu. I.uU: 2 :Vo Acrrs: K
Project Name UR-3.5 SIIC;LE 1tE5
tiitr :1ddreas W. ('ONKLIN, fv %1AIN. I:. Sl!I.l.lV:1n. S. VALLL•Y Wr11".
Applicant Rangc-'l uwnship-5ecuun 44 - 25 - 13 P.4RCEI.(ti): (iirst 20)
Jcli' N-10 rse Cunditiuns Mailrd ICf -(i► 1 4i 133.10 11
S'I OIZI LAUG ENGINEERING Flood 7.onc ~o
13221 N. h1unroc Water Sourcc Public
5f'UtiAVE.1VA 99201-
Sewer Source Nublic
I'hone (509) 242- I c)Of)
School Uist 356 Compauy Engineer
Fire f)ist I
1'honc llist STnRH:1UG LNC;INECRING
1322 N. Munroe St , 201
(mmcr SPOK:1NE, WA 9920 1-
Phonc (SUy) 242-I000 (509) 92~1-5052
SONIZ15L LAnU LLC'
Fng 13illin}; Fax (509) ;28-~3~1 I') Stt~rhaugE~~iaol.com
11219 E. Sundu~vn nr
J cirant Ncrson SPC)KANE, WA 99206-
YI1017C (509)622-3j7j
1 I2 11) F. Sunclown
SP{)K:'1NE, A'A 99206-
11,11une (509) ()221 -3 ~75 (509) 623-1000
Fax (509) 022_3599
tiigned Namc: JF-.RRY S1'OKHAL'G
Liuil(lino Nh: 477-3675 ' Plannliii, I'h: 477_110~ Conlac:t: [)E:ANNA WA(.TFR i
Uate Submitted Ucscriptiun Initials
Lni necd l echni:ally C'uniplrtc Fng Neetl llan ard Rd htitigation Lne need [7rainage Plans I:ng Nccd "lraitic :'lnalysis Eng iv'eed Othrr
1 11?8;'?UUU Ene Agree Pay Fees Recei% r(1 F-ng Final Plat Fees Complcted ,
Copy to Accuuntmg
_ En= Agree Priurity Fees Recci,~cd 11;'30`2000 Fng }'relim Plat Fers Contpleted _ I
' Nuticr lu f'uhlic NOticc tO Puhlic # 1 3 4 6 Complc[cd - or ticcdti tu bc si~_nccl
Dc~iation [)atc;(In-c)ut)
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Hcuring Datc Urcisiun APp ----Den Com(i Appld E3(.'C I
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Appealeei to BC'C Decision App Uen CunJ r1pp1d C'uurt
:lppealed tu ('ourt C)ecision App Den Cu►iJ App1t1
/ Statliped Mylars lo Sccretar`' (SandY)
f / Stamped 1-05 f.nt Plan.~ to Sccrcwiy (San(tv)
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I Spokanem,to.unty Public Works; Division,-of Engineering & Roads "
1-026 W. Br-oadwa_y Avenue 3'd Flr
' 260=,OI70 ~
~ Spokane, ~WA 99 .
Phone No. 509/477=3600 SPOICEAlf C0j~(IY.
Fax !No. 509i477-7478
, Date Fax No. !Sip
TO -~4 ✓`C ' -~.t~ ~ i` ~syf.ls s-j Cornpany. _ - . -s~ r . _ ,
~
'City, 'State -
Nurriber of Pages (inciuding cover sheet)
From _ f~O~ Z;~) - - -
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, 00/ 14/ 2001, ',09:.52 2421001 STORHAUG ENGINEERING PAGE 01
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, T',ItHAl1G
fERONG ~ i; '`.a - - ~ - - ---i . : _ - - _ - -
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To: 6ob flruaggeman Ronee M=Whitrt*n
- - Alm 477 7478 _ Plesaas 4'(10dudirt8 this psge)
PAon.e's 477=7433 Dates 8I1'4101.
Rimb- Valleywey- -.SP4 262-00 CC: _
C] u~ee4 U. fts ftewew 0none G4mmen4 Xpl"se Rgplr a Piease RwyeHO
.v Coninaente:
Bob,
As .we. discussed eartier this -~maming, the -tapers..shown ort ;the attached plan dets►iis
are not;,aoceptable to the -County -Engineer, per the attached oomment from Cirtdy,
Cailen. Could you please {ei us. know what witl'.satisty your department?;, Also, if you
can,'fax:us a copy of the taper cxfteria fnom the MUTCO; I would .appreciate it
Thanks lor-your-assistenoe,
I~ar~ ~fbman
I
1;322North':Monroe. s Spokane, Washington'992.01
, ,SOq• 2.: I.o00 F . rw•. _ . 4.. _ t _ ~ , ~ . } 'i,
~ ~Z . ow sa9*
Z~4tL6o~`
~
08/14/2001 09:52 2421001 STORhAUG ENGINEERING PAGE 02
05116/2001 WED is:ol FAX so 599 ToMLiNSON BLACH ~ IM002/003
s •
~ P C5 ZC A 2-41 19 C O V 1*.F T Y
orMWK oP 8NCDQMMNc AND 1to,voo w vrvnstcr,v oP tds pu8uc woxrs DVA=mhwr
May 21, 2001
Mr. Jerry Storfiaug, P.E.
~ Sborhaug Engineefino
~ 1322 IVortfi Monroe
Spokane, WA 99201
• c Subject: 6P-1262 - Vaileyway Street Widening
~
Drainage Pian and Report-Submittit * i
~ Dear )ecry,
~
g `Ne conducted a wrsary review of your Apnl 23, 2001 svbrnittat cf the design do=umerits fbr this vroject.
We found tfiat the submtttal generally does nat contortn tio the requlrements of the Spokane County
~ Strndar* f»r Road and Sewrer ConMcftn and tEtie Gul4etines far Starmwater ManagemanG The
~ *oIiowing ibeRs need to be addressed or resolved prlor to acceptsnae of the plans:
n
The Design Deviati~on shouki have been approved bafo~e the pians were submi~ed. The D~18n
y Deviation wa9 approved on May 9, 2001 fbr a pavartent sectlon of 4-fnchPs asphatt vyvr 8-inch~
~ -crushed rotk. Piem revise the plans to re.Aect this deds+on.
2, Each Plan She2t needs ta be slgned 8n0 deted by the project spon9or. Tre plan sheets ac►d
drainage ceDort need to be stamped, slgned and dated by a licenud engineet.
3 o exl 'gn, inten nual a n ng tund e~d
b u e rat eN~ib
re I c tde e Cou road right ay. AUso, Fajft 000
what wili onsi main V the d 1
4. Lot plans need to be induded with the submlttal.
p~' 5. Please clarify the existing and new right-ot-way 11nes on the p)an-view drawing.
~S
~ 6: - The tutrent mnveyenoc sysbem from road+vay tv swale includes a secfion of grass, whictt Is not
aaeptable bo tfie CountY betause of pest problerm assotiated with this design. Piease revise
~ yaur destgn to a more stable conveyance sysLem such as conerete.
0~. 7. a vicinftjr rttap needs to be includea on tfie first sheet of the plans.
8. 9asW on MUTCD (Manvat on Unllbrrn Traft ConftV Aevrlaes), the outbound lane taper Is nat
adequate fbr the roaa claSificatian and deslgn spee4. In addition, the Inbound lane taper fbr
G~ tfiis project ts not ameptable to the 5pokane County TrafAC oepartment Please coordinate this
~ with the SpoKane Counry Traffic Engfneer (gob Brueg eman .E).
Awm~
2QZ6 W. Btflddmay ave. • 5pokma, WA 99260-0170 a (509) 477-3600 FAx (509) 477-7693 Rnd FtooT} 477-7478 (3:d Flooc) • TDD: (509) 877-7I33
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control zones
Tvpe of taAer Taper lenoth
Upetream tapera
Merging taper L minimum
Shifting taper 1/2 L minimum
Shoulder taper 1/3 L minimum
fiwo-way traffic taper 100 feet maximum
Downetreain tapere 100 feet minimum
(use is optional)
; Formulas For L*
Speed Formula
40 mph or less L= WS2
60
45 mph or greater L= W xS
*L = Taper length in feet.
W= Width of offset in feet.
S = Posted speed, off-peak
85th percenti.le speed prior
to work starting, or Lhe
anticipated operating speed in mph.
'S
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Callani Cindy - -
, From: Callan; Cindy
Serit: Tuesday,, May 22, 2001 2:03 PM
To: Jeny'~Stofiaug (E-mail)
Subject: SP=1262 Valleyway Street Widening
Hi,~err•y.
_Regardirig.the' ea.seinent~~issue wetie been discussing: .
Please, go ahead -and,change, the easemeht around ,the. d~rainage facilities; to a"6order easement"..
Ttiank xou,
Ciady Callan
Permit3Review ~Eagineer
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OFFICE OF THE COUNTY ENGINEER
SPOKANE COUNTY, WASHINGTON
TO: MITCH DURYEA L.S.
FROM: DAVE BERTO
DATE: May 11, 2001
SUBJECT: language for SF 1262
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, sidewalks,
drainage, signage, and other usage deemed nece9sary 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 vehicular
movement. A.zy 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 Enginezrs permit
process prior to usage.
SPOKANE COUNTY OFFICE OF COUNTY ENGIPIEERS
CALCULATION SHEET
Description: L-,GJ'le- 'dl,t-G'ti0f1 Ga~GAAL0.°tCn'r~.- Project Na: 5P- 1262
Colc. by: Date: 2OO l Title: NIMP-44w6W •5'Weet VVideni.rl~
Checked by : Dote : Sheet j~ J of ~
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6EFORE THE SPOKANE COUNTY DIVISION OF PLANNING
IN THE MATTER OF SHORT ) FINDINGS OF FACT, PLAT
NO. SP-1262-00 ) CONCLUSIONS AND
APPLICANT: SONRISE LAND, LLC ) DECISION
THIS MATTER, an application for short subdivision of land from Storhaug Engineering, acting on
behaif of Sonrise Land, LLC, has been received and was decided upon, pursuant to Spokane County
Subdivision regulations, on the 23`dday of January, 2001.
FINDINGS OF FACT AND CONCLUSIONS
1. The individual signing below has further been properly delegated the responsibility for
rendering the decision by the Director of Spokane County Division of Planning.
2. The proposal is to divide approximately 8 acres into two (2) tracts for those uses permitted in
the Urban Residential-3.5 (UR-3.5) zone.
3. The proposal is generally located south of and adjacent to Valleyway Avenue, approximately
300 feet west of Conklin Road, in the SW %d of Section 13, Township 25 North, Range 44
E.W.M., Spokane County, Washington. Parcel No. 45133.1011.
4. The existing zoning of the property is Urban Residential-3.5 (UR-3.5), which was established
in 1991. Pursuant to the Revised Code of Washington (RCV1) 58.17.195, this proposal
conforms to the requirements of the existing Urban Residential-3.5 (UR-3.5) zone.
5. The Spokane County Comprehensive Plan designates this area as Urban. The development
and uses, as proposed and conditioned, are in compliance with the Urban category.
6. Surrounding uses to the north, east and west are primarily single-family residential and
currenfly zoned Urban Residential-3.5 (UR-3.5). Property to the south of the subject site is
zoned Urban Residential-22 (UR-22), Community Business (13-2) and Regional Business (B-
3). Lot sizes range between .37 acre and 2.25 acres.
7. The Spokane County Arterial Road Plan identifies Valleyway Avenue as a County Collecior
Arterial with a future right-of-way width of 70 feet. The existing right-of-way width of 20 feet,
measured from centerline, is not consistent with that specified in The Plan. In order to
implement the Arterial Road Plan it is recommended that in addition to the required 2.5 feet of
right-of-way dedication, a strip of property 12.5 feet in width along the Valleyway Avenue
frontage be set aside in reserve. Main Avenue, to the south, is identified as a Local Access
Road in the Spokane County Arterial Road Plan with a future right-of-way width of 60 feet.
The existing right-of-way width is 60 feet. Therefore, as conditioned (such as improvements,
dedication, sidewalks and acquisition areas) the proposal conforms to the Road Plan.
8. The proposed site is located within the Public Transportation Benefit Area (PTBA).
9. The proposed short plat will be served by Vera Water & Power. Wastewater disposal will be
as authorized by the Director of Spokane County Division of Utilities.
10. The applicant has a pending zone reclassification from Urban Residential-3.5 (UR-3.5) to
Urban Residential-22 (UR-22), file ZE-20-00, on the subject site. A decision has not yet been
issued by the Spokane County Hearing Examiner.
11. The required public notice was provided for this proposal and agencies having a potential
interest in the project were notified and recommendations solicited.
12. No written comments were received from any adjoining property owners.
13. Recognizing the recommended conditions and Spokane County developmert standards, the
proposed short plat makes appropriate provisions for the public health, safety and general
welfare and that the public use and interest will be served by platting the subdivision.
The subdivision proposal is generally consistent with RCW 58.17 and the County subdivision
regulations, promoting the public health, safety and general welfare in accordance with
standards established by the State and Spokane County. The County Division of 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 noted Findings of Fact and Conclusions, Short Plat Application SP-1262-00 is
hereby APPROVED for five (5) years, specifically to January 23`d , 2006 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.
SPOKANE COUNTY DIVISION OF PLANNING
1. The proposal shall comply with the Urban Residential-3.5 (UR-3.5) zone and other applicable
Zoning Code chapters, as amended.
2. The final short plat shall be designed substantially in conformance with the preliminary plat of
record. No increase of density or number of tracts shall occur without a change of condition or
subdivision application submittal and approval.
3. The preliminary short plat is given conditional approval for five (5) years, specifically to
January 231, 2006. The applicant may submit an extension of time application at least thirty
(30) days prior to the above expiration date, but no later than December 23r°, 2005.
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, as amended.
4. Prior to filing the final short plat, the applicant shall submit to the County Division of Planning
Director/designee for review any proposed final short plats to ensure campliance 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.
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. Any development of the subject site shall comply with all conditions of approval of ZE-20-00, if
approved by the Spokane County Hearing Examiner.
Findings and Decision SP-1262-00 2
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9. The dedication shall contain the following statement: '
"Setbacks shall be determined at the time building permits are requested unless these
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."
10. Four (4) current Certificates of Title shall be fumished to the County Division of Planning prior
to filing the final short plat.
11. The Spokane County Division of Planning shall prepare and record with the County Auditor a
°Title Notice" specifying a future land acquisition area for road right-of-way and utilities. The
reserved future acquisition area Title Notice shall be released, in full or in part, by the County
Division of Planning. The notice should be recorded the same time as the final short plat and
shall provide the following:
a. A strip of property 12.5 feet from the newly dedicated right-of-way is reserved for
future acquisition area for additional road right-of-way along Valleyway Avenue. Note:
The County Engineer required a dedication of two and a half (2.5) feet of additional
right-of-way along Valleyway Avenue.
b. Future building and other setbacks required by the Spokane County Zoning Code shall
be measured from the reserved future acquisition area.
c. No required landscaping, parking, '208' areas, drainfield or allowed signs should be
located within the future acquisition area for road right-of-way and utilities. If any of the
above improvements are made within this area, they shall be relocated at the
applicant's expense when roadway improvements are made.
d. The future acquisition area, until acquired, shall be private property and may be used
as allowed in the zone, except that any improvements (such as landscaping, parking,
surface drainage, drainfield, signs or others) shall be considered interim uses.
e. The property owner shall be responsible for relocating such "interim" improvements at
the time Spokane County makes roadway improvements after acquiring said future
acquisition area.
SPOKANE COUNTY OIVISION OF ENGINEERING AND ROADS
1. Conditional approval of the plat by the County Engineer is given subject to dedication of right-
of-way and approval of the road system as indicated in the preliminary plat of record.
2. A Professional Engineer, licensed in the State of Washington, shatl subrnit fnal road and
drainage plans, a drainage report and calculations that confonn to the 1999 Spokane County
Standards for Road and Sewer Construction and the current edition of the Spokane County
Guidelines for Stormwater Management and all other standards and laws that are applicable
to this project if road improvements are required. Final drainage plans and a drainage report
shall receive the County Engineer's acceptance prior to release of a construction or building
permit or approval of the final plat. Following plan acceptance by the Spokane County
Engineer, drainage language will be drafted by Spokane County and provided to the
Sponsor"s Engineer or Sun►eyor for inclusion in the final plat document.
3. Any applicable stormwater management systems and roads for this plat shall be constructed
and certified to be constructed in accordance with the accepted road and drainage plans, or
all the required improvements must be bonded for in accordance with Spokane County
regulations, prior to the recording of the final plat. Record drawings and all construction
documentation shall be submitted with the proper certification statement.
4. This proposed subdivision or development proposal is located within a drainage basin which
has been identifled by the Spokane County Engineer's and Utilities offices as having
stormwater nunoff problems. Since this proposed subdivision or development proposal is
affected by or is a contributor to stormwater flows, property owners should participate in the
planning and implementation of a future basinwide stormwater management system.
Findings and Decision SP-1262-00 3
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5. Road plans, profiles and cross sections as designed to County standards showing proposed
street centeriine and curb grades be submitted to the County Engineer for acceptance prior to
construction and/or the filing of a finai plat; road plans to be prepared under the direction of a
licensed Professional Civil Engineer.
6. Construction within all proposed public/private roads shall be performed under the direct
supervision of a licensed engineer/surveyor, who shall fumish the County Engineer with
"Record Drawings" 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."
7. No construction work is to be performed within the existing or proposed Public right-of-way
until plans have been accepted by the County Engineer and a permit has been issued by the
County Engineer. All work is subject to inspection and approval by the County Engineer.
8. All construction within the existing or proposed Public right-of-way is to be completed prior to
filing the final plat or a bond in the amount estimated by the County Engineer to cover the cost
of construction of improvements. Construction certification, "Record Drawings" and
monumentation of the street centerlines shall be filed with the County Engineer.
9. Approach Permits are required for any access to the Spokane County road system.
10. Dedication of 2.5 feet of additional right-of-way along Valleyway Avenue is required.
11. The applicant shall grant applicable border easements adjacent to Spokane County Right of
Way per Spokane County Standards.
12. To construct the road improvements stated herein, the applicant may, with the approval of the
County Engineer, join in and be a willing participant in any petition or resolution which
purposes is the formation of a Road Improvement District (RID) for said improvements
pursuant to RCW 36.88, as amended. At such time as an RID is created or any Road
Improvement Project is sanctioned by Spokane 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 Main
Avenue.
13. The following statements shall be placed in the dedicatory language of the final plat:
"The owners or successors in interest agree to join in any County-approved stormwater
management program and to pay such rates and charges as may be fixed through public
hearings for service or benefit obtained by the planning, design, constructing, maintaining
or operation of stormwater control facilities."
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 to 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 authoriiing 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 RCW 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.
Findings and Decision SP-1262-00 4
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If a RtD is propased for improvement of the raad(s) described belaw, s'aid owner(s) and
successvr(s)further agree: (1) #hat #he improvements or construction contemplated within
the propased RID are feasible and (2) that the benefits fo be derived from the formatian af
the RID by the praperty included therein, together with the amaunt of any County
participafivn, exceeds the cast and expense of formation of the RIQ, and (3) #hat the
property within the proposed RID is sufficiently developed; provided, themseRves, their
hetrs, grantees, assigns and successor(s) shall fetain the right, as authorized under RCUIJ
36.88.090, ta object to any assessmen#(s) on the property as a resul# of the improvemenfs
called far in conjunction with the formation of a RID by efther the petitian or re$alu#ion
methad under Chapter 36,88 RCVIf and to appeal to the Superior Court the decision of the
Baard af Caunty Commissioners confirming the fnal assessment rolf; provided further, it is
recognized that actual assessments may vary from assessment estima#e so long as they
da not exceed a fgure equal #o the increased true and fair value improVement(s) add(s) ta
the property.
It is further acknowiedged and agreed that at such #ime as a RID is crea#ed or any County
Road Improvement projec# is authorized by Spokane Cvunty, the improvements requife+d
shall be at the sale expense af the au+rner(s) of property within the R1D or senred by the
improvernents wi#hvut any monetary participation by Spokane County.
The RiD waiver cantained in this agreement shalf expire after ten (10) years from th+e date
of execution below. ThES provisian is applicable to Main Avenue.
14. The County Engineer has designated aCollectar Arteriai Raadway Section far the
improvement of ValCeyway Avenue vuhich is adjacent to the prapased development. This will
require #he installafion af 8.5-10.5 feet of asphalt. The construction of curbing and sidewalk is
alsa required.
15. Direct access ta Main Avenue is prahibited until authorized by the County Engineer. The
appiicant is advised that any access #a Main Avenue shall require frontage impravements ta
fUYain Avenue canstructed ta a Lacal Access Roadway Standard. Frantage impravemen#s
aiong Nlain Avenue wauld require 32 fee# of asphait and the installation of curbing and
sidewalk, The improverrtents to Nlain Avenue vwrould also require off site strip paving fo the
intersection of Main Avenue and Gonklin Road.
16. The County Engineer has designated aLocai Access Raadway Sectian for the improvement
of IlAain Avenue which is adjacent to the propased developmen#. This will require the additian
af apprQximatefy 32 feet of asphalt alang the frontage of the deve4opment. TFte canstruction
of curbing and sidewalk is also required.
17. 7he proposed plat sha11 be irnproved ta the standards set forth in Spvkane Caunty Bvarti of
Gommissioners Resolution No. 99-0265, as am+ended, which establishes regulativns for
roads, approaches, drainage and fees in new construction.
18, The County Engineer has examined this deveCapment proposal and has determined that the
impact of #his proposal upon the existing Coun#y Raad System warrants the dedica#ian af
additional Right af V11ay and the roadway impravements herein specified.
19. The County Arterial Road p[an identifies Valleyway Avsnue as a 70 foat Callectar Arterial.
The existing right af way width of 20 feet, measured from centerline, is not cansistent uvith that
specified in the pfan. In order to jmptement the Arteriai Raad Plan it is recomrrtended that in
addition to the required right of way dedication, a strip af property 12.5 feet in wicith alang the
Valleyway Avenue frontage be set aside in reserve. Thcs prvperty may be acquired by
Spokane County at the tirne when Arterial Impravements are made to Valfeyway Avenue.
Findirtgs and Qecision SP-i 262-00 5
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20. The applicant should be advised that there may exist utilities either undergrdund or overhead
affecting the applicants property, including property to be dedicated or set aside future
acquisition. Spokane County will assume no financial obligation for adjustments or relocation
regarding these utilities. The applicant should check with the applicable utilities and Spokane
County Engineer to determine whether the applicant or utility is responsible for adjustment or
retocation costs and to make arrangements for any necessary work.
21. Prior to the issuance of a grading or building permit for any portion of the property, the
applicant shall enter into a Development Agreement with the Spokane County Engineer for
off-site mitigation to the Sullivan Loop Ramp, which this proposal impacts. Estimated
construction date of the Sullivan Loop Ramp is spring of 2001.
22. Applicant shall comply with Spokane County Zone Change file No. ZE-20-00.
SPOKANE COUNTY DIVISION OF UTILITIES
1. The dedication shall 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.
2. The dedication shall state:
A public sewer system will be made available for the plat, and individual services will be
provided to each lot prior to sale. Use of individual on-site disposal systems shall not be
authorized.
3. Public Sanitary Sewer easement shall be shown on the face of the plat and the dedication
shall state:
'The perpetual easement granted to Spokane County, its' successors and assigns is for
the sole purpose of constructing, installing, operating, maintaining, reparing, altering,
replacing, removing, and all other uses or purposes which are or may be related to a
sewer system. Spokane County, it's successors and assigns at all times hereinafter, at
their own cost and expense, may remove all crops, brush, grass or trees that may interfere
with the constructing, installing, operating, maintaining, repairing, altering, replacing,
removing and all other uses or purposes which are may be related to a sewer system.
The grantor(s) reserves the right to use and enjoy that property which is the subject of this
easement for purposes which will not interfere with the County's full enjoyment of the
rights hereby granted; provided, the Grantor(s) shall not erect or construct any bui(ding or
other structure or drill on the easement, or diminish or substantially add to the ground
cover over the easement. The easement described hereinabove is to and shall run with
the land."
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. Commercial developments shall submit
historical and or estimated water usage as part of the sewer plan submittal.
5. Sewer plans acceptable to the Division of Utilities shall be submitted prior to the finalization of
the project.
6. Sewer plans acceptable to the Division of Utilities shall be submitted prior to the finalization of
the project.
7. Any water service for this project shall be provided in accordance with the Coordinated Water
System Plan for Spokane County, as amended.
Findings and Decision SP-1262-00 6
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SPaKANE REGiONAL HEALTH DISTRICT '
1. The final plat shall be designed as indicated on the preliminary plat of fecard andlor ar,y
attached sheets as noted.
2. Appropriate utility easements shall be indicated an cQpies of the preliminary plat Qf tecard for
distribution by the DivESian of Plannirrg to the utilify companies, Spokane County Engineer,
and the Spakane Regianal Health Dis#r~ict. V1lritten approvaf ai` the easements by the utility
compantes shall be received prior ta the submi#tal nf #he final p1at.
3. Sewage disposal method shaIl be as authorized by the Director of Utififiies, Spakane County.
4. Vllater senrice shall be coordinated through #he Direc#or of Uiiiities, Spakane Courrty.
5. 1Nater service shall be by an existing public water supply when approved by the Regional
Engineer (Spakane), Sta#E Department of Hea#th.
6. Priar to filirtg the flnal plat, the sponsor shall demonstrate to the satisfaction of the Spokane
Regianaf Health District that an adequate and patable water supply is available to each tract of
the plat.
7. 1'rior to fifing the finai plat, the spQnsor shall present evidence that the plat lies within the
recorded senrice area flf the water system propased tv serve the pla#.
8. Prior to filing the final plat, the spflnsor shall demonstrate ta the satisfactivn af the Spokane
Regional Heal#h District that a suitable site for an on-si#e sewage dispasal sys#ern is avaifabie
on tract 2.
9. Prior to fling the final plat, the sponsor shall dernvnstrate to the satisfactFan of #he Spokane
Regianal Health Qistrict tha# the exis#ing system senring the struc#ures Iocated on tract 1is
whol{y focated wi#hin the boundaries of the tract.
10. Subjec# to specific application approval and issuance of permits by the Health afficer, the use
of an individual on-si#e sewage disposal system may be autharized.
11. The dedicatary language of #he plat will state:
"Subject #o speciftc application approvaf and issuance of permits by the Health Otficer, the
use of an individuaf on-site sewage disposal system may be authonzed."
12. 1he dedicatary language on the plat shaif state:
"Use of priva#e uvells and water systems is prohibited,"
13. The final plat dedicatiori shall contain the following statement:
"The public water system, pursuan# to the Water Plan approved by county and state heafth
au#horities, the locai fire protec#ion district, County Building and Safety Department and
water purveyor, shall be insfalled vdithin #his subdiuisian and the appliGant shail pravide for
individual domestic water service as well as fire pratection to each tract prior to sale of
each tract and prior ta issuance of a building permit for each tract."
Approved this 2V day of January, 2001.
4/111/7 Y) V~j
Deanr~a Wa ter f
Associate Pianner
Findings and Qecision 5P-1262-00 7
~
Under State Law and County Ordinance, you have the right to appeal this decision tb 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 Planning, within ten (10) calendar days from the date this decision is signed. Upon
receipt of a complete appeal application, a public hearing will be scheduled.
If you have any questions, please call the Division of Planning at 477-7200.
c: Spokane County Division of Engineering and Roads, Traffic Circulation
Spokane County Engineering and Roads, Development Services
Spokane County Division of Utilities/lnformation management
Spokane County Division of Utilities/Stormwater utility
Spokane Regional Health District
Spokane County Fire Protection District No. 1
Central Valley School District No. 356
Vera Water & Power
Sonrise Land, LLC, Owner/Applicant
Storhaug Engineering, Surveyor
Findings and Decision SP-1262-00 8
Page-1 of 'l
Callan, Ciniiy
' From: CqIlan, Cindy
Sertt: 1lllonday; iVlay 21,, 2001 8:20 AM
To: 'StofiaugE@aol:com'
Subject-.RE: Valleyway, Street-Widening - SP-1262
_H'i Jerry,
I.spoke-with -Bill Hemmings this morning; about the bordei easeinent, and.he said it would b.e fine to
exteinid the border easement-around the, draina$e =facilities. Thewthe .Coucrty vvill be_ responsitile-for
maintainingttie drywell, and a private paRy~will'~be responsible for the grass swale. Just make-sure'the
border easeinerrt is in-the dedication language, on',the,frorrt" of the final plat.
Let. M_ e kao.w if you have any other questions.
ciiidy cauan
5/2-1/2001-
, • ♦ j
. ~t~:yt-b:sT FOa DESiGN iaE%'iA"r~v:.
S3U fJ0
T) -1TF April 9. 2p11I
ItUAD NAN1E VaIteyvay CltP r Rlp it
'iAMF: pf P1. A i' SP-1262-00 I'l. \T ~
ADDRESS UF BUILDING Neaf [ntersection of Sonora and VaUeywa,y
^ aME OF BLDG PRO.fE-CT SP- t 262-00 BLDG# 89 NOT APPLICABLE S T R
FEDERALISTA'TF/ PROJECT # PROJECT LfM1TS
EXTSTiNG CONDRIONS. PROPOSED 1M1'RUVEt1EN'f5-
ROAD VITLATi-I 25 ` .
ROAD SURFAGE Chip sea1/ asphalt Street widening to arterial staodards
f1VG DAILY TRAFFIC Not known
Cument Tratfic Count Desisn 1'ear Traffic Gount
!'RO)1EC'T i)I~SCRIPTIO\
Eight acre short plat segregation . ApproaimAtely 400 fcet of Valleyway frontage will be improved. Street widening tvill consist of
approxintatelv l6 feet of asphalt. with new• curbing and sidewalk
I'RnP()SFD fJf.;tC;N, DFV1 AT10\
To use the 5pokane County minimum asphalt and crushed rock pavement design on for the roadRav design. 1'his is 4" inches af
asphalt underlain wiEh 6 incties of crushed rock. Current county stgndards would require soil testing for determining pavement
design -
]USTIFICATION:
The nxtive soils in this area are tvpical vallev well graded granular material (Garrison). Minimun section is As w•ns utilixed in
adiacent develonment (Vgllevwav Addition). This oroiect was comQleted in Mareh of 2000.
5L►BNUTTED t3Y Jern• Storhaue DATF: 4 (49 2001
AUURESS 1322 North .1v1onroe. Snakane Washineton 9920I LI(' COUf;
PNUti: -509-342- 1000
allN11`ISTRaT1k`E VARiANCF FEE nF 530.04 PA1D TO SPnKANTE COt'`'n'
1Q?G `1' BROAD~~~Al'. SPn[~A'vi: ~~A 99?G0-t~174 PI~10~ft (50~1)=~;6-3bd0 FAX(j . 09):24-340'7~
RE2C GST WIL[. tiO1' 13r FF.~'lfV~ D W'1Tl lOl 'f C=G°1~nS
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A I - - - i,l t r - •
- . ~ DF.SIGN' DEVIATION
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STAFF-RECOMMENDATIONS • `
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Appmvod A~ptOvrod w%eoadldoiii. NO A~peov~
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kppiove& Approved'wYcondiaons Not.Approved
."t -Eftmei~t ~ar
,
APPMv@d ;A~prove~d w%whdiabu N~t A~p"d
:SPOK~ COUIVTY EtYG~'S -
~~'T~►RA~YA'~ION;
~~~~---V ~GllI7W 41Vsf~zk-f Oa&~ -1-~ f'
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Approved',w/,noconditions A proved.as recoinmended atiove No[. Approved
. ~
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Spdkipe Counry;'E4ineer ~am,
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S. P 0 K A. N- E' C 4 U N T Y
DNISION Or-ENGIIVEERWG, AND -ROADS ' A 6M510N OF°THE TUBLiC WORK5 DF.PARTMEN7'
Mayl, 2001,
Mr. Jerry Storhaug, P,E.
Storhaug, ~Engineering
i322 Nortfi Monroe
Spokanei VUA 99201
Subject: SP=1262 - Valleyway Street Widening
~:..S'.~no ; De.414ti0!!
Dear-Jerry,, I
The Design Deviation request for this project was approved':withAfie, condition that *inches ,of,asphalt
over 8=inches ~of ctushed,rock is -used for-the -pavement 'secction. Please- make the `necessary,adjustnenfis
tio'~your plans: Attached=are oopies'ofthe,original teque"st with approval and the recommendations..
Sincerety, .
Ross.E. Kelley; P:E.
Spokane,County Engineer
~
.
- f9 5!9~
-
Cindy. D. Callan, _E.I.T.
. Plan Review Epgineer-
Enclosures
c.c:. Project; file
cc:Grant, PerSOn, Soniise Land LI.C, Project'spon9or
1426,W.: Braadway Ave: • Spokane,.MA=49260-0170,9 (509)• 477•3600 FAX: (509)' 477-7655(2nd Floor) 477-7478,(3rd Floor)
• TDD: (509) ,477•?133
. .
. .
Req uest for Design Deviation
Date: May 1, 2001
To: Bill Hemmings, Development Services En 'neer
From: Gary Nyberg, Plan Review Engineer
Project: Short Plat No. SP-1262-00
Deviation: Valleyway - Pavement Section
DeveloQment Summarv
This short plat is located in the Spokane Valley bounded by Valleyway and Main on the
north and south, and Conklin and Sonora on tbe east and west, respectively. The short
plat received preGminary approval on January 23, 2001. The conditions of approval
include making half-road improvements to the Valleyway frontage abutting the short plat.
Deviatioo Summarv
The developer's engineer, Storhaug Engineering, is proposing to use the minimum arterial
pavement section for the required Valleyway road widening. Valleyway is classified as a
Collector Arterial that requires a pavement design with subgrade testing pursuant to the
appGcable 1999 version of the County road standards.
Design Anatvsis
The proposed pavement section is equal to the adjacent widening approved by the County
Engineers for the recent VaUeyway Addition(P-1797) and probably "equal or better" to
the existing basic road section for Valleyway.
The SCS map indicates a widespread deposit of Garrisa»(GgA), gravely► loam soil covers
the area. However, according to the SCS soil description chart the expected soil type is a
silty gravcl at a typical subgrade depth of 12-24" below native grade. The locai access
street matrix caUs for a 6" gravel base for the best, well-graded gravel(GW) subgrades and
an 8" gravel base for silty gravel(GM) subgrades.
Recommendations
I am therefore recommending a compromise to tbe pavement section to aUow a non-
designed section, but require an 8" total gravel thickness vs. the 6" proposed. This gravel
base is more consistent with the poorest and expected subgrade condition that should be
assumed without soil exptoration to prove otherwise.
pW&idevs~n&SP-12G2:deviaticm.doc
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Received From: Receipt No. 122080
~ Address: ~ ~ r i •
Date:
Amount Paid:--20. ° 0
f z Acct. No.: ~ . :~sh~ ; ❑ .
Sales Tax:
0 Amt. of Acct: ~ d ~ ~ MoreY.Or,dew Total Paid
z Arnt Faia 1 d. ° j ~ n ~ :,C~reck~ ' •'ne~ir:~ ~ . . ~
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Balance Due:
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Received by:
STORHAUG ENGINEERING 2600
JERRY STORNAUG 1322 N. MONROE 549-242-1000 29~811251
SPOKANE, WA 99201 IJutA
Pay to the '
Orderof spX&VA. E^P9 K-4A"
aerlars
Was ' 1hMBank ~ .
5ar(4wA 564 401zt ~
1'tir~l~ 00'66AC qr1 ~
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-4 i 2 5 L000894 100 1806 7i~' 2
• .
0[7'
DS P O KA.. N E O U N T Y
DrvMny og EivcwgERINc aiw Roaas A DNISION OF THE PUBWC WORKS DEE'ARTMENd'
May 11, 2001
Mr. ]erry Stiorhaug, P.E.
Storhaug Engineering
1322 North Monroe
Spokane, WA 99201
Subject: SP-1262 - Valleyway Street Widening
Drainage Plan and Report - Submitt°al #i
Dear Jerry,
We conducted a cursory review of your April 23, 2001 submittal of the design documents for this project.
We found that the submittal general(y does not conform to the requirements of the SQokane County
Standards for Road and Sewer Construction and the Guldelines fnr Stormwater Management The
follovaing items need to be addressed or resolved prior to acceptance of the plans:
1. The Design Deviation should have been approved before the plans were submitted. The Desjgn
Deviafion was approved on May 9, 2001 for a pavemerrt section of 4inches asphait over 8-inches
crushed rock. Piease revise the plans to reflect this decision.
2. Each Plan Sheet needs to be signed and dated by the project sponsor. The plan sheets and
drainage report need to be stamped, signed and dated by a licensed engineer.
3. Based on the existing design, a maintenance manual and sinking fund calculations need to be
provided because the drainage facilities are located outside the County road right-of-way. Also,
who/what entity will be responsible for maintaining the drywells?
4. Lot plans need to be included with the submittal.
5. Please clarify the existing and new right-of-way lines on the plan-view drawring.
6. The current conveyance system from roadway bo swale includes a secfion of grass, which is not
acceptable to the County because of past problems associated with this design. Please revise
your design to a more stable conveyance system such as concrete.
7. A vicinity map needs to be included on the first sheet of the plans.
8. Based on MIJTCD (Manua/ on Uniform Traf~`'rc Conft/ Devices), the outbound lane taper is not
adequate for the road classification and design speed. In addition, the inbound lane taper for
this projett is not acceptable to the Spokane County Traffic Department. Please coordinate this
with the Spokane County Traffic Engineer (Bob Brueggeman, P.E.).
1026 W. Broadway Ave. • Spokane, WA 99260-0170 •(509) 477•3600 FAX: (509) 477-7655 (2nd Floor) 477-7478 (3rd Flaor) • T'DD: (509) 477-7133
9. In reference to the Spokane Gounty standard drawing number 8-8, please provide a detail
indicafing the "L" value for the curb iniets type 1 with the necessary calculations and
documentation.
10. A dryvuell detail should be referenced and a pond cross-section with a drywell shown should be
included on the plans.
11. Drywell stations and offset dimensions need to be called out on the drawings.
12. On the Valleyway cross-settion, a paved-width dimension (to edge of concrete gutter) is needed.
13. Standard Note number 7 should conform to the Spokane County Standard Notes.
14. A detail or note should be provided to describe the curb transltion to the existing grade at the
termination of the curb.
15. Based on experience, we recommend that drywells be offset from curb inlets. This allows the
runoff greater travel time and treatment in the swale.
In addition to the preceding requirements, we have several recommendations that would make the
project more accurate and easier to understand, thereby shortening the review process. The followring
items are suggestions, not requirements.
• In your narrative, please provide an explanation of what part of the road is included in the design
of 208 treatment swale. Are the swales designed for only the new pavement, or both the old
and new pavement to the centerline of the road?
• We found several discrepancies in the Bowstring spreadsheets that should be addressed. The
changes should not affect the design, but will provide more accurate calculations. 1) The flow
path includes ovedand flow from the center of the roadway to the gutter, which should be
reflerted in the spreadsheet The spreadsheet only takes into account the gufiter flow. 2) The
time af concentration lengths (1-2) for the gutter flow in your spreadsheets appear to be larger
than the values we measured. Please check the.se values. 3) The "Za" value in the time of
concentration calculation for the gutter is incorrect for a type 6 curb. Also, the "Z1" value should
be the average slope, not the minimum slope.
• Please evaluate the non-flood travel width in the roadway, as shown in Figure 37, page 6-70 in
the Guidelines for Stormwater Management.
This letter contains items of concern that we observed, but is not to be construed as being
comprehensive. If you have any questions about this review, please oontact Cindy Callan, E.I.T. at 477-
3600. Thank you.
Sincerely,
Jim Haines, P.E.
Assistant Spokane County Engineer
• 6L6 ?1F.
Cindy D. Callan, E.I.T. Ed ry, P.E.
Plan Review Engineer Plan Review Engineer
cc: Project file ,
Grant Person, Sonrise Land LLC, project sponsor
• -
Appendiz 8
Standard Notes for Coastruction Plaas
'Ihe foUowing standard notes are to be included in a road and draiaage plan set, for privately sponsored
developments. These notcs are applicable to both public aad private ioads.
1) pil work and taaterials shaU be ia conformaace with the "SPOKANE COUN'TY STANDARDS
FOR ROAD AND SEWER CONSTRUCTION" 1995, and as amended.
2) Locations of existing utilities shawn in the plans are approximate. The Contractor shall be
respoasible for locatiog aU underground utilities. Acy con$ictiM utilities shaU be relocated prior
to construction of road and drainage facilities.
3) The Contractor is required to have a completie stt of tbe approved road aad drainage plaas oa the
job site whenever construction 'ss in progress.
4) If the Contractor discovers aay discrepaacies between t6e plaos and existiog conditions
eacounwred, the Coatra,ctor shaU immediately notify tbe Desiga Engineer and the Spokane Caunty
Engineer's Office.
5) For construction of drywells, install filter fabric (Amoco 4545 or appraved equivaleni) betw+oen the
dryweU barnel aad the washed dra,iarock, and between tbe wasbed drainrock aad the native soils.
6) Prior to site coastruction, the Cootractor is raspoasible for locating underground utilities. Call tbe
uaderground utility location sarvice at 456-8000 before you dig.
Supplemental NoxsL When Applicable
7) For auy curb grades less tbaa 0.8% (0.008 R/ft), a Wasbington State-lic.eased Professiona] Laad
Survevor shaU verify tbat the curb forms ace at the gradas noted on the approved plus, prtor w
placemcat of curb material. Tbe Contractor is rrsponsible for arraoging and coordioatiag work
wrtth the Professional Land Surveyor. izC :coni Pn en4,. 4r- e3
8) 'Ihe Contractor sball employ a licxosod surveyor to verify tbai the cr+oss-gutter forms are at the
correct plaae giade prior to cancTece plaatneat. The cross-gutters shaU be coastructed prior to
Paviag, aad the pavemeat shall d= match tbe odge of conerete gum.
Use note #9 wherever GPA swcles are used: .
9) The Soor of a Grassod Perr,olatioa Arca (GPA) swale iacludes the level portioa of tha floor of the
swalc, aad the sideslopes of the swale up to du GPA averflaw elevation or trop of drywell. Zhe soil
locatod in the floor of tbe GPA swalc shaU ba a modium w well-drdioWqg material, witb a mioimum -
iofiltrarion rate of 0.5 inches per hour. 7lie Eaginxr shaU provide a written statonent which
veri5es tbat a11 GPA swales conform to tbis roquiremeaYt. Tbis written statemeflt shall be submitted
to the Spokane Cowaty Engieeer's Offioe prior to installing finishod landscaping/sod and prior to
5aal acceptance. The swale floor maLerial sball be installed to a native soil stratum which also
meets or exceeds tbis minimum pcccolation rate of 0.5 inches per hour.
~
Internal Memo
~
sMkf CB"yr
Date: May 2, 2001
To: Bill Hemmings, PE
From: Ciwdy Callan, EIT
Subject: SP-1262 Valleyway Street Widening
Bill, I just have a few questions/issue.s regarding this small short plat project.
1. The Conditioas of Approval requires "dedication of 2.5 feet of right-of-way.a" I don't
see that indicated on the plans, do they need to indicate this area on the drawings?
Are they allowed to put their swales in this area? What are the requirements or
restrictions in this right-of-way?
Bill: The area has beett ifrcluded in the drawings 7'ell tyiem ta include a right-o, f-way
litre on the drawings with a callovt on the plrnt sheet if:dicating the right-of-way is
22.5 feet from centerlifte.
2. The Conditions of Approval says that the applicant has the opportunity to joia an
RID, have they done this? How does this road improvement project work into the
RID?
Bill: I1on't worry about 1his, the issue of RID is resolved before 1he project gels to us
to review.
3. Do I neei to check the taper on the road b-ansition? If so, where do I get the
requirements for tapers?
Bill: Yes, ask 13ob I3rueggemann for assistance.
4. Regarding the routing of the stormwaier from the roadway to the swale; the flow
enters a curb inlet, discharges into a grass strip, errters another curb inlet under the
sidewalk, and discharges into the svvale. Realistically, will the flow get from the fust
inlet to the second through the grass? Should they specify spot elevations in the
grass, so it is constructed properly to drain under the sidewalk?
Bitl: Require the efigi►reer to extend the, first crirb inlet to cfirectly discharge into the
secorid curb inlet, inslead v, fllawing tlrrougli 1he R►rass area.
5. It would be nice if there were a vicuuty map with the plans, but T don't know if we
want to request it. It would also be nice if they discussed the history of this project
and why they are widening the road.
Bill: A vicittity map is required by the Spokane Counly Stcmdards, sv include it ih the
reply ta the erigitteer. The histvry discu.ssion is not required, so don't inclride it ifl the
comments
Based on my knowledge, everything else seems to be in order.
- - - -oFFIcIAL PUeuc ooCuMENt
. ~ , sKKANE coup+rnr-EuaINEa's OMtE
: ORIGINAL ~
Submittal Cbeckiist PROJECT # M-- UL61.
SUB". =AL #
for Roacl,& Draenage Projects, in -Spokane. Count,y - Pl~tSboi;t,~s o_
. FN(:INirFR.
~
1'his Submilta! C6rc.~cklist, is ia be con~pleted and signed by fhe Sponsnr :s l.sngineer, and- iiicluded witfi each plan
.suhmitral irit o the S'pokane Curantv Lngineers, O,~'ice. !f' Rhis forth is not fiilly eonip/etecl.a»d si~r&ep
' t:ot
a
s'u'bmil _ lans a~rJ, calculatian.s ta Spnkane CountYJn P or re~~ietiv ar~d occe tance. Inrvm-lete ~submiu i
P
returnec~ a,t'tl iaiil/ cause unrret•essary delays for yutir clienl: Oo
_ s'~ ? ~ 2
.Nroject Name:- S_Ho=(LT P~ _ ~~a '`4-MFCQ~ ~01
Spokane County Project No: ~jp - kaj.pgL - 0kl1 Date: ~ a3 4 ~ ~FR
E'roject Engineer. Phone: 3y I O00
Project Sponsor. S-f.o ,P_ Phone: a'4,-~ - LOo.C~_
A. Preliminary P_rocess
'Prior to Sutimittal of Road and Drainage t'lansT the following events are to have atready occurred:
, (B
y c/:ecking eacii -irem' off shawil helow, yvu are slati»g, thal yun lrcrve verifred these e vent,s!items hwe beeir completed )
g ~ Adoption of. a Hearing Exariuner's-Report for„this, long plat, or a Planning Report for this.,short pla't.
Ar leasfone-,PreiDesign Meeting'has been held -with County sta _ffat theEnginee'r's,Office. y__ 119 _.p'J
~ An "Agreement-to Pay-Fees" has been .signed by the project sponsor, and submitted to the County
Enpneecs Offcce. _
~A Channetization-Plan,(e.g. ssgning and striping plan) of public roadway improvements; has been
coocdineted and discussed with..the:County -ErtKineeds .O'f~ice. _
B. Road and Draiaage Plan, Subinittal.
The items:listed,below are -to be provide,d'as a'minimum with. a road and drainage .plan -subrimittal. Additioaal
inforn,acion .may be required to demonstrate tbat the plans meet all 'applicabie standards.
(By-ch ' ecking "yes " fvr euch item showjibelrni; yart uri, wrifying that lhese items Itave beet1 corripletedrnrJ crre inCltrded iil
fhis suhmittol. For-any-bux ihecked "n;a a wrflteiiju.stificdtiv» of anry' omissians at tlie end (f.lfiis. .wcfiou ~is,reyuired )
fteni Descriptiott - - -
yes Road and drainage. plans, two print sets. (Certif Gation _statement_on_cover of plans)
;Jl'i yes EachTlan Sheet cif'record:is sig'ned and dated by,the project sponsor.
I yes Tlie road and'drainage design meets the requirements of State law. WAC 196-27 regarding
"conformity with accepted,-standards"; that is, the design reflects the "state of; the practice"
for the proposed concepc._
J? yes Tbe,plans; Drainage Report, basin.,map(s), and any other calculations are stamped, ~signed
and 4aied by an en~iineei'licensed-in tlie State of Washin,~ton.
9- yes 0, n/a Drainage. Repott, two sets. To inctude: basia map(s), -time of concenhmiion routes in basin
cnap, and Certi6caaon stgitement'on.cover of'report and basin map.
~ yes. n%a Geotechnical RepoM one set. (Include al.l soil test pit(.boriug logs.) _
0, yes _A, n/a- 'Struetural Pavement Calculations,,one set '
- ~
t y.es 0' a/a Gross-slope,grade calculations ---for,road widenin ro'eCts.
~
I
'0_yes_ t' n/a Ivlaintenance Manual aad Sinking..Fund calculations for drflinagefacilities loceted outside of i
- ~
I '
♦ • I I' .
• = ' •
Counly road, right-of-way. _
0 ves t n/a Written zxplanation of who/what entity, will be respansible for mai.ntairiing drainage
facilaties wliich are locatecl outside, of pubtic road right-of way, and that die, pl_an is.
= acceptable- to- the County Engin"eers Office.
R,yes 0 n!a Channelization' Plari, or signing and stri ing imf'ormation provided in the road plans. To be
included in,road and drainage plan set. ~s ?W~w~
yes 0 n/a I have cead -the 'Hem'ng. EYamiaer's Repoit (long plat), or Planaing Depi. Findings.-and
:Conditions (short plat), for rhis project..The design.meets the conditions in tlie report.
11 yes iD r~a Copy of A&*@*W Design Deviations.5v~biv4A.ed ~or a Ppr4vAI o►t_ AIW% 5 t
_0 yes n/a Fire,District'ApQroval, for.privaie roads: _
0 yes 0 n/a Loi P1ans. Requixed, for any lots with-drainage,easements and which fibnt a.public road; or
for lots 4vhich receive and tireat ninoff.from apublic right=of-way. Ta brt, 5w,.brn ~ReA 1 cAtt+^ .
0 yes 9 n/a Any 'applicable State and F.ederal permit-s have been obtained. (i.e. HPA;. JARPA; etc.). For
Permits~ witfi conditions, a= copy of -the, permit and conditions are included in. die, plan
snbmittal• -
IL y,es _ 0 n/a Inspecticin -Agreement betwean the sponsor and its engineer. ?rQ V c'o'vsx•, S"l~~VV~Aq,&
0 yes.9 n/a For, of.f-site ea.Sements to be granted to Spokane -County, the foilowing items sbaU be
includecl: lqal .description, exhibit and proof of ownership. _
0-yes- .9 n!a Eiosion Control Plan, required for "1~iajor Land-Disturbi.ng Acdvity." To tie included in the
_ road. and' drai.nage plawset.
Exptanation for any,items listed above -whicb are not-included in this subini'ttal:
.
, T
o.~,r (~sSkc~r.CY,5 G5 ~:c C~nv~r-~+ron t.~, ~ob o in 3,%"YVn-AC"Y
, r•4: C~'~ ~1.Q: C~r ~~:S 5.:~.~ , - -
Note: am insuflicient }us-rification of why an itern was not-incltided in, the submifted, or incomplete~documents, may resc,lt in
the svbmittal being-returned wit_hout review or without acxeptance. Provide attachmems if ne6essary.)
By signing below, the engineer is, stating thau the information provided in the submittal is compleiie, that_ the
-information .pro,vided in the Submitta! G'hecklist is accurate -aud, t4epl"ans snd calculations are_'in-accordance tvith- i
the Spokane Coiuity Standards far IZaad c~r Seuvr i-YIi7.structrert and the C.uidelines for .StOP.nl1ttLllBi' '
Matiagenrettl, e,xcep't ,where,an approved Design De ~tion-tigowi,~!
~
Enginetr's Signature: D te: ~O O l
4er ~ ~
Engineer's Name: 3er -:ry Storhaug 9,
(please print) SS!ONAI.
If'there are any que.stion,s abour this jorm or•'",, lease call Developntent Ser►lices, ,
Spokatle Cvrinty Puhlic Works, at (509) 456-360
For Spokane Couaty'iTseOnly
Submittal~No: County Plan'Revievver:
-0 Accepted iu for Review or Con"struction '
0 Rehuned to the cngineer urithaut review and/or acceptaace, S'ee attached letter'of ea-planation.
Processing Date:
~Submittal Checklist 2
.
~ OFFICE OF THE SPOKANE COUNTY ENGINEER
1026 W Broadway Ave, Spokane, WA 99260-0170 (509)477-3600 Fax (509)477-2243
I~
"ENGINEER'S CONaITIONS OF APPROVAL" SHORT PLATS
TO: Spokane County Planning Department A. r
FROM: Division of Engineering & Roads L~.t 4~titx
DATE: January 19, 2001 ~ ~ '
PROJECT: UR-3.5 SINGLE RES
FILE SP-1262
Review Date: 12/27/2000
Hearing Date
Sponsor/Applicant: JEFF MORSE
Section Township Range: 13-25-44
Pianner: DEANNA WALTER
Technical Review Date:
The Spokane County Engineering Department has reviewed the above referenced application. The
following "Conditions of Approval" are submitted to the Spokane County Planning Department for
inclusion in the "Findings of Fact, Conclusions and Order/Decision" should the request be approved.
1. Conditional approval of the plat by the County Engineer is given subject to dedication of right-of-
way and approval of the road system as indicated in the preliminary plat of record.
2. A Professional Engineer, licensed in the State of Washington, shall submit final road and
drainage plans, a drainage report and calculations that conform to the 1999 Spokane County
Standards for Road and Sewer Construction and the current edition of the Spokane County
Guidelines for Stormwater Management and all other standards and laws that are applicable to
this project if road improvements are required. Final drainage plans and a drainage report shall
receive the County Engineer's acceptance prior to release of a construction or building permit or
approval of the final plat. Following plan acceptance by the Spokane County Engineer, drainage
language will be drafted by Spokane County and provided to the Sponsor's Engineer or
Surveyor for inclusion in the final plat document.
3. Any applicable stormwater management systems and roads for this plat shall be constructed
and certified to be constructed in accordance with the accepted road and drainage plans, or all
the required improvements must be bonded for in accordance with Spokane County regulations,
prior to the recording of the final plat. Record drawings and all construction documentation shall
be submitted with the proper certification statement.
4. This proposed subdivision or development proposal is located within a drainage basin which has
been identified by the Spokane County Engineer's and Utilities offices as having stormwater
runoff problems. Since this proposed subdivision or development proposal is affected by or is a
contributor to stormwater flows, property owners should participate in the planning and
implementation of a future basinwide stomnwater management system.
cC: Applicant JEFF MORSE
Ertgineer/Surveyor
Hlanner DEAM13A Y►P►LTER
.
Faq~ ~
l 2l2712'.SC: tt
12 6?
5. Road pians, profiles and cross sections as designed to County standards showing proposed
street centeriine and curb grades be submitted to the County Engineer for acceptance prior to
construction and/or the filing of a final piat; road pians to be prepared under the direction of a
licensed Professional Civil Engineer.
6. Construction within all proposed public/private roads shall be performed under the direct
supervision of a licensed engineer/surveyor, who shall furnish the County Engineer with "Record
Drawings" 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."
7. No constn.iction work is to be performed within the existing or proposed Pubtic right-of-way until
plans have been accepted by the County Engineer and a permit has been issued by the County
Engineer. All work is subject to inspection and approval by the County Engineer.
8. All construction within the existing or proposed Public right-of-way is to be completed prior to
filing the final plat or a bond in the amount estimated by the County Engineer to cover the cost
of construction of improvements. Construction certification, "Record Drawings" and
monumentation of the street centedines shall be filed with the County Engineer.
9. Approach Permits are required for any access to the Spokane County road system.
10. Dedication of 2.5 feet of additional righ#-of-way along Valleyway Avenue is required.
11. The applicant shall grant applicable border easements adjacent to Spokane County Right of
Way per Spokane County Standards.
12. To construct the road improvements stated herein, the applicant may, with the approval of the
County Engineer, join in and be a willing participant in any petition or resolution which purposes
is the formation of a Road Improvement District (RID) for said improvements pursuant to RCW
36.88, as amended. At such time as an RID is created or any Road Improvement Project is
sanctioned by Spokane 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 Main Avenue.
13. The following statements shall be placed in the dedicatory language of the final plat:
• "The owners or successors in interest agree to join in any County-approved stormwater
management program and to pay such rates and charges as may be fixed through public
hearings for seNice or benefit obtained by the planning, design, constructing, maintaining or
operation of stormwater control facilities."
. `
Page 3
12/27/2000
12Ert
• 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 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
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 RCW 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.
If a RID is proposed for 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 RID waiver contained in this agreement shall expire after ten (10) years from the date of
execution below. This provision is applicable to Main Avenue.
14. The County Engineer has designated a Collector Arterial Roadway Section for the improvement
of Valleyway Avenue which is adjacent to the proposed development. This will require the
installation of 8.5-10.5 feet of asphalt. The construction of curbing and sidewalk is also
required.
15. Direct access to Main Avenue is prohibited until authorized by the County Engineer. The
applicant is advised that any access to Main Avenue shall require frontage improvements to
Main Avenue constructed to a Local Access Roadway Standard. Frontage improvements along
Main Avenue would require 32 feet of asphalt and the installation of curbing and sidewalk. The
improvements to Main Avenue would also require off-site strip paving to the intersection of Main
Avenue and Conklin Road.
~
Page a
1Z/-'"O2OJC
126-1
16. The County Engineer has designated a Local Access Roadway Section for the improvement of
Main Avenue which is adjacent to the proposed development. This will require the addition of
approximately 32 feet of asphalt along the frontage of the development. The construction of
curbing and sidewalk is also required.
17. The proposed plat shall be improved to the standards set forth in Spokane County Board of
Commissioners Resolution No. 99-0265, as amended, which establishes regulations for roads,
approaches, drainage and fees in new construction.
18. The County Engineer has examined this development proposal and has determined that the
impact of this proposal upon the existing County Road System warrants the dedication of
additional Right of Way and the roadway improvements herein specified.
19. The County Arterial Road plan identifies Valleyway Avenue as a 70 foot Collector Arterial. The
existing right of way width of 20 feet, measured from centerline, is not consistent with that
specified in the plan. In order to implement the Arterial Road Plan it is recommended that in
addition to the required right of way dedication, a strip of property 12.5 feet in width along the
Valleyway Avenue frontage be set aside in reserve. This property may be acquired by Spokane
County at the time when Arterial Improvements are made to Valleyway Avenue.
20. The applicant should be advised that there may exist utilities either underground or overhead
affecting the applicants property, including property to be dedicated or set aside future
acquisition. Spokane County will assume no financial obligation for adjustments or relocation
regarding these utilities. The applicant should check with the applicable utilities and Spokane
County Engineer to determine whether the applicant or utility is responsible for adjustment or
relocation costs and to make arrangements for any necessary work.
21. Prior to the issuance of a grading or building permit for any portion of the property, the applicant
shall enter into a Development Agreement with the Spokane County Engineer for off-site
mitigation to the Sullivan Loop Ramp, which this proposal impacts. Estimated construction date
of the Sullivan Loop Ramp is spring of 2001.
22. Applicant shall comply with Spokane County Zone Change file No. ZE-20-00.
End
1
t
Kimball, Sandy
From: Hemmings, Biil
Sent: Tuesday, December 12, 2000 3:30 PM
To: Richardson, James
Cc: Engelhard, Scott; Kimball, Sandy; Parry, Ed; Sims, Brenda; Darreli, Virginia; Baldwin, Greg:
Hohman, John; Little, Colleen
Subject: SP-1262-00 - Sonrise Land LLC
12-12-00
I received the above referenced proposal on December 12, 2000. The proposal does not
require a concept drainage plan since it lies in an area of approved soils. The proposal is
technically complete. I recommend the following conditions of approval:
• A Professional Engineer, licensed in the State of Washington, shall submit final road and drainage
plans, a drainage report and calculations that conform to the 1999 Spokane County Standards for
Road and Sewer Construction and the curent edition of the Spokane County Guidelines for
Stormwater Management and all other standards and laws that are applicable to this project if
road improvements are required. Final drainage plans and a drainage report shall receive the
County Engineer's acceptance prior to release of a construction or building permit or approval of
the final plat.
• Following plan acceptance by the Spokane County Engineer, drainage language will be drafted
by Spokane County and provided to the Sponsor's Engineer or Surveyor for inclusion in the final
plat document.
• Any applicable stormwater management systems and roads for this plat shall be constructed and
certified to be constructed in accordance with the accepted road and drainage plans, or all the
required improvements must be bonded for in accordance with Spokane County regulations, prior
to the recording of the final plat. Record drawings and all construction documentation shall be
submitted with the proper certification statement.
• This proposed subdivision or development proposal is located within a drainage basin which has
been identified by the Spokane County Engineer's and Utilities offices as having stormwater
runoff problems. Since this proposed subdivision or development proposal is affected by or is a
contributor to stormwater flov+►s, property owners should participate in the planning and
implementation of a future basinwide stormwater management system. The following statement
shall be placed in the plat dedication:
"The owner(s) or successor(s) in interest agree to join in any County-approved stormwater
management program and to pay such rates and charges as may be fixed through public hearings
for service or benefit obtained by the planning, design, constructing, maintaining or operation of
stormwater control facilities."
• If no road improvements are required, the following drainage language shall appear on the plat:
The property owners within this plat shall be held responsible for keeping open and maintaining the
surface path of natural or man-made drainage flow over and across their respective properties. If the
property owner(s) fails to maintain the surface path of natural or man-made drainage flow, or the
drainage swale, a notice of such failure may be given to the property owner(s). If not corrected within
the period indicated on said notice, Spokane County has the right to correct the maintenance failure,
or have it corrected, at the expense of the property owner.
There may exist properties located uphill and adjacent to this subdivision which periodically
discharge stormwater runoff onto individual lots within this plat. Runoff from nearby uphill properties
should be expected, and during snowmelt periods or wet seasons the lots may be subjected to higher
1
~
~
amounts of stormwater runoff what is normally observed or anti_.~ _ted. Because stormwater
runoff from adjacent properties have discharged onto this piat prior to development, stormwater
runoff will likeiy continue to do so after development. It is the responsibility of the individual lot
owners to maintain existing surface paths of runoff through their respective lots and to grade the lots
in accordance with applicable rules and regulations, so as to prevent property damage.
Any building that is constructed on a lot in this plat shall be set at such an elevation so as to provide
positive drainage away from any drainage entry point to the building (inctuding but not limited to a
window well, a window unprotected by a window well, or a doonNay). Said positive drainage shall
consist of a minimum slope of 3% away from the building for a distance of at least 10 feet from the
building. The lots shall be graded so that either a) all runoff is routed away from the building, and
conveyed over the lot to a natural drainage swale or approved drainage facility, or b) drainage
intercepted on the lot is disposed ofi on the lot in an approved drainage facility. The approved
drainage facility shall be constructed in accordance with any applicable accepted plans on file at the
County Engineer's Office. Any revisions to the accepted drainage plans must be accepted by the
County Engineer's Office prior to construction of said revisions.
Spokane County does not accept the responsibility of maintaining the drainage course on private lots
or floodplain areas within private lots, nor the responsibility for any damage whatsoever, including,
but not limited to, inverse condemnation to any properties due to deficient construction andlor
maintenance of drainage courses in drainage easements on private property.
The owner(s) or successor(s) in interest agree to join in any County-approved stormwater
management program and to pay such rates and charges as may be fixed through public hearings
for service or benefit obtained by the planning, design, constructing, maintaining or operation of
stormwater control facilities.
• If road and drainage improvements are required for this devetopment, additional drainage
language will be drafted by Spokane County and provided to the Sponsor's Engineer or Surveyor
for inclusion in the final plat document following plan acceptance by the Spokane County
Engineer.
e1ll qeawuaqa, ps
2
. .
Pr.e-I)esigu Meeting :liTotes
.S'poltane CounfyEngineers OtTice
.
Projec.t 1Vame: . ~ ' 3• 5 ~l IN G-4 RS'G• Project Number:
Project Sponsor: _ S ~ ~ P-As e L- ~C,
-SponsoT's Engineer:
, Design
Firm-: ~ ~ O ~ 4 1 A'~Ci e"G ~ N ~1 C~ 'Engineer: .,~Wl 5-Tat~Ahte' -
1Vleeting'Date: y 69 ~ Z O v 1 Nieeting- Time:
. -
- 1
,County, StaffPresent at Meeting: _ ':E~l U- ~~~~j•~-~S C~~D'~ c"i- 64- _
. .
Other.Meeting, Attendees:
; nameJrepreszntiag nunie/representing-
6uiieJr0'_-fe-senting. name%reprc;senting
The Following items aeed to be Di9cussed 'w[the Design Engineer
General- ltems
la: L-ist certain.special requ'irements,.listed in the.Conditions,of Approval, EIS"or MDNS. Thisiis
not awaU=inctusrve, list.. The Engineer and Sponsor is responsible for adhering ,to all Conditions,;and
d:esign criteria. 2.5 'aAdt~-onal. Raw &lollea Vctlle\&46iV GaP\.
,
d'wcriptian" rdei v~rice
1 ZA` vv td t41 et 10 o o► V n.(( P_\l vya-`! fro n~a6 ~-_~~t. a5 td...~ rtserv E; GoA
descriptian ecfcrence
dcscription ceference
description reference
1t Does tlie Eneineer, have a copy of the Examiner's/Staff Conditions of Approva.l? '&_s
2.. Include, Standard' Plan notes,in,the- Road and Drainage Plans. y,s
Pre-Design Mr;eting Notes for Yroject: Puge: 2
Spokanc Cnunty Public Works ,
Road Plans
1. Road Classifications and Design Criteria.
# l #2 #3 #4
. _ -------------.......-----.........-----w
-
Street Name
~ „v e
~
. s:.:._...« - •
~ ~5 I ~Q~~-~~ ~t '
Classification ) . .
~
Roadway Width, W
- - ...........-•---........................Y. • » ~
Mi.nimum right-of-way width ~ ~r;,- o
Sc.~: note (1)
~ ~P~'`..~
IE
Atin. Horiz: Curve w/ super.......................... .
Mi.n. Horiz. Curve w/o super cA .
~.......~.~.~...~..:i~............:1 ~n.........n....«..~.
t
Creneral Land Slope/Terrain
Design Speed, mph 30 .
W._............
Curb Type & Clear Zone ~
(see Sec. 3.15)
..................._......._.__.......:i............................
Sidewalk required? (yes/no)
Note (1) Additional right-of-way may be given by the Sponsor.
Discussion:
2. According to the Design Engi.neer, what is the maximum number af units which will have
access from a single roadway? NIA . What is the max. allowed per Sec.1.03?
3. M'inimum intersection spacing is 300' for along a Principal or Minor Arterial (per Sec. 3.04),
and 150' for a Collector or Local Access street. What spacing is provided for this project?
• , c
Pre-Design Mecting Notes fnr t'rojeGt: Page= 3
Spokane Cnunly Public: Wvrks ,
4. Are any off-site slope easements needed, or off-site right-of-way acquisitions needed? if so,
describe. ~
0
5. What type of turn-arounds are needed? (i.e. cul-de-sac, hammerhead, etc.)
Street Name Turn-araund Type Location
.
.
6. Road Surfacing Requirements (Sec. 3.16)
a) What method in determining road surfacing requirements does the Design Engineer propose
to use (i.e. AASHTO Design Method, County thickness table, or other)? E.rVca wo«
~u parw..-l- %)W, ~4l't --+►o 4se M ,ntIV"u w S v.vb" o &t'R G'' A3
PUL, PAc.~ 2 4+ e4:' 19ow je, Ap <-r 05 .
b) provide the Design Engr. a copy of the Soil Sample Procedures, Design Report Format &
Alternate Pavement Design Table.
7. Does the Engineer plan on applying for any Design Deviations? If so, briefly describe below.
Please note that approval of all Design Deviation's must be obtained prior to construction
plan submittal.
\kS 'SCL. YS4
Storm Drainage
1. Basin Map
a) Did the Design Engineer bring to the meeting a basin map? _)tLS . If so, does the basin
map show topography and sufficient infonnation to be useful? 1 ~ .
bj Does the basin map depict any contributing off-site runoff flowing onto the property?
Does it appear to be correct? lf not, explain.
c) Is a site visit needed to verify the basin limits? AJ o Schedule for: .
(Notc:: Concurrence «ith County Ensinecr's on basin limits is required prior to plan submitlal. )
2. Is the site located within the Aquifer Sensitive Area (ASA)? : . What type o.f water
quality treatment is praposed by the Design Engineer?_
w AMCs -f D9ra WfALS
{ { Pre-Uesign Meeting Nates for F'roject: P~ge: 4
Spokane Count_v Putilic Works ,
3. What subsurface investigations, if any, are needed with this project to rnake sure the
proposed disposal process will function as planned.
N DN 15.
4. Are there downstream conditions which will affect the design of drainage facilities. If so
describe possible mitigative measures.
~Q
5. Is maintenance access provided to each GPA swale or drainage pond? lf there is something
unusual, what requirements were given to the Design Engr.?
1DJ c. 104 CLO. wit.t' W44, Qr. 'sToevw
A,c c k.Q e.' CA5Et►Li4lo"
6. What does the Developer/Engr. propose for providing for perpetual maintenance of the
drainage facilities? Please briefly describe proposed mechanism, and what is needed to
accomplish this.
kr- Q u►f o Le s : ~ ~►C~ ~~5~'f~r ~5~► ~t~ ~"`Q ~
rll A t fi! rtv-, c' oveL .
7a. What Design Storm(s) should be used in the course of analysis (i.e. 10-yr, 50-yr, etc.).
7b. Is a Detention or Retention system proposed? Please describe.
I~( 0
8. Are Erosion Control Measures required with this project? If so, briefly describe applicable
requirements.
9. Is a second Pre-Design Meeting needed? ad .
.
A
Fre-De;sign Meeting Notes for Prnjeci: Pnge° 5
Spakanc C:ounty Public Works ,
List of Documents Provided to the Sponsor's Engineer:
a~ qo-
b) ,
c) _
da
e)
Atly' epSG'IIIeIiIS i1Ceded oritside of the plat h(nutttary, fvr drartirxge ar Qther, are ln he ucquired privr
la t•nad aiid dr•airrageplatisribmcttul. `!'he S'parisvr or S'ponsor's Erigirieer shall provide separalely
a legal desc►'1plTU)1 QIld TJ1IL CDiI1!)lll/j1e111 (Ol' SJII?JICU'~'JPOOf Of OWj?Gl'sh1p) Uf the rrf,~'ecledparcel(.s)
_for prupasecl eascments.
Thc Submrttal ('hecklist, cr,mpleted artcl sigried by the .Spoflsor's• Et1gitieer, shall he pravided wi1h
eaCh p!c»i suhmittcrl.
Note: ProUide a copy of this completed document to t/ie Design Engineer at t1te end vf the pre-
design meeting.
lilename: PreDe.sign meeting
PAGE 1 1ij.~,):34 12 DEC 2000
Road# Road Names.......... MPost. ReferencE Descriptio Road Log TnFo..........
00031 APPLEWAY AV (j'TART) .000 SPR.AGUE AV & CORBIN U 14 PAVED 70
APPLEWAY AV .220 LONG RD ( START ) U 14 PORTLAND CEMENT 44
.380 CORBI N PL ( START ) U 14 PQRTLAND CEMEN'T 44
.460 GREENACRES RD U 14 PORILAND CEMENT 44
.530 CORB IN PL ( END ) LT 14 PORTLAND CFMENT 44
.720 BARKER RD U 14 PORTLAND CEMENT 64
1.050 MICHIGAN RD (START) U 14 PORTLAND CEMENT E4
1.350 BROADWAY AV (NONESTA U 14 PORTLAND CEMENT 44
APPLEWAY AV ( END ) 1.570 WSDOT TURNBACK T4 Z- U 14 PORTLANI7 CEMENT 44
00032 APPLEWAY AV (STRRT)( .000 LIBERTY LAKE RD & I- R 07 PAVED 84
APPLEWAY AV .260 SIGNAL RI? (LIBERTY L R 07 PAVED 84
.570 MADSON ST (END) R 07 PAVED 84
.850 MOLTER RD (END ) R 07 PAVED 84
1.430 SIMPSON RD (END) R 07 PAVED 40
APPLEWAY AV (ELND) 3.180 SPOKANE BRIDGE RD k 07 PAVED 40
00121 APPLEWAY AV (START) .000 WSDOT TURN3ACK LINE U 19 PAVED 44
APPLEWAY AV .180 URBAN AREA BOZTNDAFZY U 14 PAt► ED 60
.240 BR -5515 OVER S POKANE U 14 PAVED 60
.440 WELLES LEY ?AV EXTENS I U 14 PAVED 'o 0
APFLEWAY AV (END) .450 IDAHO STATE LINE U 14 PAVED 60
00001 APPLEWAY BV (START ) .000 D4LLAR RD ( END S P
AP PLEWAY BV .140 1 ST AV & TH I ERNIIIN RD
.200 ELI7ABE'TH RD
.260 BRADLEY RD
.330 DORA ST
.390 COLEMAN RD
.520 G I R.ARD RD
.640 PARK RD
1. 10 0 LEW I S RD
1.370 SARGENT RD
1.460 DALE RI?
1.510 3RD AV
1.590 DISHMAN RD
1.690 UPRR CROSSING
1.710 DISHMAN-MICA RD
1.770 WILLOW RD
2.420 FARR RD
2.320 DARTMQISTH RD
APPL.~WAY BV (END) 2.660 tJNIVERSITY RI3
4 Records Processed
PAGE 1 1'j:v6:35 12 DEC 2000
Road# Road Names.......... MPost. Reference Descriptio Road Log Info..........
02939 MAIN AV (START) .000 HARRINGTON AV U?9 LIGHT BITUM. 18
MAIN AV .030 BESSIE RD (END) U 19 LIGHT BITUM. 18
.060 BESSIE RD U 19 LIGHT BITUM. 18
.160 SARGENT RD U 19 LIGHT BITUM. 18
.290 MARGUERITE RD U 19 LIGHT BITUM. 18
.350 HUTCHINSON RD U 19 LIGH'I` BITUM. 18
MAIN AV (END) .410 ARGONNE RD CT 19 LIGHT BI'I`TJM. 18
02941 MAIN AV (START) .000 HERALD RD U 19 LIGHT BITUM. 30
MAIN AV .120 FELTS RD (START) U 19 LIGHT BI'I'UM. 20
.180 BA.L FOUR RD ( END ) Il 19 L I GHT 8ITUM. 20
.250 R.AYMOND RD U 19 LIGHT BITUM. 20
.370 UNIVEtZSITY RD U 19 LIGHT BITUM. 20
.440 VAN MAItTER RD (START U 19 LIGHT BITUM. 20
.560 GILLIS RD (END) U 19 LIGHT BITUM. 20
.620 PIERCE RD (START) U 19 LIGHT BIT"tJM. 20
.670 MOFFITT RD (END) U 19 LIGHT BITUM. 18
MAIN AV (END) .690 MOFFIT LN (PVT LN) U 19 LIGHT BTTUM. 18
.750 SKIPWORTH RD U 19 LIGHT BITUM. 18
02943 MAIN AV (START) .OOQ WILBUR RD (START) U 19 LIGHT BITUM. 28
MAIN AV .030 FOX RD (STAR.T) U 19 LIGHT BITUM. 28
.120 UNION RD (START) U 19 LIGHT BITUM. 28
.180 PERRINE RD (END) U 19 LIGHT BITUM. 28
.290 WHIPPLE RI? U 19 LIGHT BITUM. 22
.380 SR-27 (PINES RD) U 19 PAVED 3$
.500 HOUK RD (END) U 19 LIGHT BITUM. 20
.880 MCDONALD RD U 19 PAVEII 40
.960 CLTN'I'ON R.D ( END ) U 19 PAVEB 40
MAIN AV (Eh~D) 1.020 EAST END QF ROAD U 19 PAVED 40
02944 MASN AV ( START ) .000 WEST END TO BOLI VP1R U 19 PAVED 40
MAIN AV .050 BQLIVAR RD (END) U 19 PAVED 40
MRIN AV (END ) .080 BOLIVAR RD ( START ) tI 19 PAVED 40
02945 MAIN AV ( START ) .000 HEST RI' U 19 PAVEB 3 G
MAIN AV .110 CA.LV IN RD ( START ) U 19 PAVED 36
MAI N AV ( EriTD ) .240 ADAMS RD U 19 PAVED 40
02946 MAIN AV (START) .000 CONKLIN RD U 19 PAVED 18
MAIN AV .150 SHAMROCK ST (NONESTA U 19 PAIIED 30
MAIN AV ( END ) .250 EAST END OF ROAD U 19 PAVED 30
03153 MAIN AV (START) .000 HOLIDAY CT (END) & H U 19 PAVED 40
MAIN AV .100 HODGES RD (START) U 19 PAVED 40
MAIN AV (END) .130 EAST END OF ROAD U 19 PAVED 40
03167 MAIN AV ( START ) .000 ARGONNE R.D U 19 PA"JED 40
MAIN AV .060 MULLAN RD U 19 PAVED 40
MAIN AV (END) .120 WILLOW RD U 19 PAVED 40
03183 MAIN AV (STAFtT) .000 WEST END TO MAYHEW S U 19 PAVED 40
MAIN AV .020 MAYHEW ST ( STP.RT ) U 19 PAVED 40
.090 MAIMER RD (START) U 19 PAVED 40
MAIN AV (END) .190 EVERGREEN RD U 19 PAVED 36
03195- MAIN AV I,LIBERTY LAK .000 VALLEYWAY AV R 09 PAVED 40
MAIN AV .100 WRIGHT BV (END) R 09 PAVED 40
MAIN AV (ENM) .160 MTTCHELL DR R 09 PAVED 40
02938 MAIN AV ( STAkT ) .000 FAtiTCHER RD U 19 PAVED 3 2
MAI N AV (END) .130 EAST END OF ROA.D U 19 PAVED 32
02940 NIAIN AV (STAkT) .000 WILLOW RD U 19 LIGHT BIZ`UM. 20
MAIN AV (END) .120 LOCUST RD U 19 LIGHT BITUM. 20
02942 NiAIN AV (STA12T) .000 BOWDISH RD U 19 LIGHT BITUM. 22
MAIN AV (END) .120 WILBUR RD (END) U 19 LIGHT BITUM. 22
03105 MAIN AV (START) .000 FLORA RU U 19 LIGHT BITUM. 18
ti. - - -
,
MAIN AV ;(END) TS.CHIRLEY RD (END) U LIGHT BITUM'. 18
0 3 13:0, 'MA-I-N- 'AV, ( START ) . 0 0 0 DYER RD U 19 PAVED 2.2.
. PAGE .2 12 DEC 2 00,0
Road,# R~ad Name:s . . . . . . . . . MPost. Reference Descriptio Road Log I_nfo . . . . . . . . . .
MAIN AV ,,(END) .16.0 THIERMAN ST U 19 PAVED 22
029417; -NiAI-N :ST (MEAD~) (STAR .00'.0 1ST AV U-19 LIGHT BI-TUM. 18
MA:I N S T . 0 5'0 2'ND AV U -Y9L I;GHT B-I T.UM,.. 18
.130 3 RD AV U 19 L I GHT B I T,UM . 1'8
. 2 0 0 4 TH*AV U 19 L I GH'T B I TUM-. 18
MAIN ST .(END) ..250 90R114 END OF .ROAD U 1.9 LIGHT BI iTUM. 1.8
0 3156, -MAII~ ,ST (1VI~?VF MILE ( .000 SOUTH END TO, CHARLFS. R'0 9 GRA;VEL 16
~MAIN ST ('EN-b) . 0 8 0 H.I LL AV R &9 GRAVEL 16
-17 Record's Pro,cessed
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S P O K A N E.' C O U N T Y
DN6ION OF P'LANNWC A DMSIbN OF THE'PUBUC WORKS UEAAR7'MENT
Li1CHAEL V. NEEDHAM, DIRECTOR GARY OBERG, D[RECTOR
MEMORANDUM
DATE: December 12, 2000
TO: Division of Engineering and Roads - Transportation Engineering; Scott Engelhard,
c/o Sandy Kimball
Division of Engineeriag,and Roads=, Development Services; Bill Hemmings
Division of Utilities - Inforqiation- Management; Jim Red
Division of Utilities Stormwater Utility; Brenda Sims
Spokane Regional Healtti District, Steve Holderby
Spokane County Parks and Recreati,on, Doug Chase
Spokane County. Air Pollotion Control Authority, Chuck Studer
Spokane County- Fire' Protection District No. 1 ,
'Vera Water and Power Company '
Central Valley School District-No: 356,
Spokane Regional Transportation Councii, Glenn Miles
Washington State Depaitment of Transportation
Washington State Boundary.Review, Board,'Susan Winchell
I)w
FROM: Deanna Walter, Associate, Planner
SUBJECT: Proposed Preliminary 'Short-.Plat SP-1262=00
Attached is,,a copy.of-the above-subject preliminary stiort plat application and map submitted by .
Stochaug "Engineering-~.for -Sonrise Land,, LLC, to divide approximately 8 acres ' into 2 residential
lots, in the=existiag.Urban Residential-3.5 (tJR-3.5) zone.
Please review,this, proposal and. returnyour written comments -and recommended conditions to
me :by December 27, 2000.
If you have, any questions regarding this'matter, you may contact me at 477-7200..
wc Enclosures:; Appiication, Site-Plan, Vicinity Map
copy without enclosures:to:
Sonrise Land LLC, 11219 E. Sundovrn'Dr:,~ Spokane, WA-99206
JeffMorse, Storhaug Engineering; 1322 N.1Vionroe, Spokane, WA 99201
1025 W. BROADYVAY • SPO[CANE, WAS}iiNCTON 9926U-0220
PHONE:, (509)'477-7200 • FAX: (,"j 477•2243 • 'TDD: (509) 477-7133
\ - -
. ~ - , . . .
' SPOKANE COLINTY DMSION OF PLA►NNING
~
PRELIMINARY SHORT PLAT SPORECEIVEO
KANE COIJMTY APPLICATION N 0 V 8 ! 20to;
• ~ PART I
APPLICANT (NAME OF LEGAL OWNER): ~O N R-s Lr
MAILING ADDRESS: I I~ I a L S lll.lv [»1J1~
C1TY: S0O &A 4.~ ~ STA't`E: ~ ZIP: OLq ao Ip
PH0NE: (work) _UaQA (home) (fax)
IF APPLICANT [3 NO'I' THE OWNER, fNCLUDE WR17°!'EN OWNER AUTHORIZATION FOR THE BELOW
OWNER'S DESIGNATED CONTACT TO SERVE A3 REPRESENTATIVE.
O%VNER'S DESIGNATED CONTACT: STO2. H A1A LA ~ N(ay-~ w~lS LrRZ t~S L.~~ S(~~ QS CS
MAILING ADDRESS: I 3 N.
CI7'Y: ~12D 1C fl til l s STATE: Zl P:
PHONE: (work) iQQQ (home) (fax)
LOCAT'ION OF PROPOSAL STTE (general description by which direction and how far from roads and
intersections and other eommunity features): 1 ) ei L ~ OOP-p1
P e~? ~.~~r X~..z L S ZF--r 1,.~ L (s r.> 1.) R ~L A ~ M.`L.~
WcS~iT Or- talJ-KLz t~l Iv L I2 TLj_L-e
aF VAL-LL 1' w AY AQQ
SECTION(S) 13 TOWNSHIP a5 RANGE ~
I HAVB ATTACHED THB LBGAL DBSCRIPTION OF PROPOSED SITE: ~Q YF.S
(Attach legsl description for the endre area t~o be subdivided on the Prelimfnary Sfiort Plat mep wiifi Uie source
of legal cleariy indiceied.)
STREBT ADDRESS OF PROPOSAL SITB (if any): ~l A
NAME OF PUBLIC ROAD(S) PROVIDINCi ACCESS: I A LL (s V 6) A ~
ALIDTfOR RBCORDDJC3 NO.(S) OF PRIVATE ROAD EASEMENT(S) AND MAINTENANCE
AGRBEMENT(S) PROVIDIN(3 ACCESS: N pt
ASSSSSOR TAX PARCEL NO.(S) OF PROPOSAL SITE?:
SIZE OF PROPOSAL SITB (acres or sq. ft): C& , ne Ci
ASSBSSOR TAX PARCEL NO.(S) OF ADJACBNT LAND OWNED OR CONTROLLED: ~
S1ZE OF ADJACENT LAND OWNED OR CONTROLLED (acres or sq. ft.): A
DESCRIBE EJQSTTNo USE(S) ON PROPOSBD SITE (such as buitdings, well, sewer dra,infield and others):
'T LJ EVSIL"~67 FAIM-M
BOM LV ~JZT H
PRELIMNARY SHORT PLAT APPLICA'I`ION Page 2 of 5
cmccmw
EXISTING ZONE CLASSIFICATION(S): , &._5
CUMPREHENSNE PLAN CATECDORY: A 0
DOES THE PROPOSAI, F'RONT ON AN ARTERIAL OR PLANNED ARTERIAL: (X) YES NO
IdAME(S) OF ARTERIAL ROAD(S): U A L_LL'Y1,,,3 6 Y
LIST PREVIOUS SPOKANE COLJIVTY ACTIOIdS INVOLVING THIS PROPERTY: (such as Tax Segregatian
Appficatioo, Certlfcate of Exemptions, QA or EA AtTidavit, Other Subdivision, Zone Change, Variance,
Conditionat Usa, Tempomty ()se, SEPA Review. Dependent Relative, Zoning Code Violatian, or Others):
zot..)(ql I`.JNA M(3 L ZLr - ~ - no P M_~j aa, 4..) 1.;?
_ji L R iZT.L~~ t~irmr Ol l 039 ck 1 4~_ or - -
PROPOSBD USE OF PROPERTY: Duptexes ) Multifamily dwellings ~
Single family dweUings Bueiness ) Industrial Mixed Use
Manufaciured homes ( ) Othar ( ) - Describe:
PROPOSED NUMBER OF LOTS: ~
PROPOSED ACCESS TO LOTS: Private Dcivewey, 3 lots or tess Private Road, 4 tots or more
Public R/W with Private AccessoQ Fublic Road County Arterial State Highway
IS DEDICA7I0N 4F LAND FOR PUBLIC USB PROPOSED (Roads, Parks, Schools, OpEn Space, other)?
YES NO OQ IF YES, ExPLAIN:
HAVE YOU PROVIDED ACCESS 'PO ADJA ENT PROPERTY THAT IS "LAND LOCKED" WITHOUT
ACCESS TO PUBLIC ROAD? YES NO
lF NO, fiXPLAIN WHY: ~I A
PROPOSBD SOURCT OF WATER:
lndividual welis PubUc system ~ Private Community System
Other ( ) - Describe:
PROPOSED MEANS OF SBWAGE DISPOSAL:
PubGc Sewer 04 Community System Mer tic Tank and Drainfeld
Donble Plumb~ng Dry Sewer Describe:
UTILITY COMPANIBS AND DISTRIC'I`S TO PROVIDE SERVICE TO THIS PROPOSAL:
Electricity: A Gas: 0V Tb7 PI
Water: v A Sewer: 5{~~ ~,(j,t ~ r tQ v Iu Ty
Phone: c L "
<T Cablo: T d-`("
Fire Distdct: School: .LEIVT AL Q8LUEY
Mer:
• I
• - • ,I,_
PRELIIVIINARY- SHORT PLAT APPLICATION Page 3 of 5
' i313Y?
1
(exposed stknding water, pond, year round stream, river or-lake) LIST:
. .
DOES THE_PROPUSAI;, SITE HAVB ANY WETL'ANDS?' o ;water seasonal water marsh . C ) YES ~NO
1~en . , areas, vvater saturated;soils or wetland plants such as'"cat taits") L. T•
u ~ -
~ WHICH T°YPE-OF WETLAND EXISTS ON THE,SITE? Type IO Type tl O Type lIt O Type NO
IF WE'fLANDS.EXISTS, HOW CLOSE TOTHE.ED(3E OF THE WETLAND WiLL DEVELOPMENT BE
AL• LOWED TO BUILD? A FEET EXPL'AiN: ~
DOES THE PROPOSED',STTE PRESENTLY HAVE F(SH OR WILDLIFE HABITAT? YES 04 NO
EXPLAIN THE KNOWN TYPES`OF WILDLIFE: _NO&1e DV OW
DOES~ THE PROPOSED SITE-HAVE CRITICAL ARBAS.(suckas slopes' over 30%, unstable soil or rocks prone,to
landsfides, sevar-eroslon, flooding or otfiers)? I.IST AND EXPLAIIV: Lv Kqup y~ Lj
D4 YOU :HAVE ANY, PLANS., FOR FUTURE ADDTTIONS, ~EXPANSIONS OR FURTHfiR ACTIVITY
.
RELAT'FD'PO THIS PROPOS'AL? YES O NO ~ IF YES; EXPLAtN:
PART II ,
I+'IRE MAItSHAL-L [FIRE MS7[=RICT ~i
, RCW'36:70 B requiros eariy;coordlnatfon artd inforn:adan
A.. TH1S PROFOSAI: IS WITH.YN FIRE PROTECTION DISTRICT NO. ~
B. WHAT IMPROVEMENTS. NEBD TO BE MADE TO MEET THE DISTRICTS FIRE PROTECTION
ItfiQUIREMENTS? G,t~~~ Q-u.P•as ~-e- Ue~ i~i~ . _
C. ( )SEE,ATTACHEDLETTERDATED: -
D. REQUIRED*FIRE FLOW (gallons per minute): Lt ti
I have -reviewed'the proposal and have advised the applfcant of the Fire District
requirements.
r('~ 6,*_ kAwo
aT&REQ_ 5TITLB DATB
! - - ~
. , _
• ' • I
PRELIMNARY SHORT PLAT APPLICATION i Pa e.4 5
L Pf I 00
.
RCW~ 36.70 B requjres early coordination arid. ormation A., THIS PROFOSAL IS, WITHIN WATER D[S7RtCT:. V u I,J~T,I_~IZ. P-ow ar-Rus-
B. SATISFACTORY AWtANGEMENTS FOR DOMESTIC, WATER AND FIRE FLOW HAVE BEEN
MADL AS FOLL•OWS:
AVATER.SYSTEM'PLAN MUST BE PREPARED: YES Soo-j' NO
R.EQUIREMEN'I'S:
C. ( ) SEE, ATTACHED LETTER-DATED:
1 h e r vi d'the proposal ond have advised the applicant of the District req,uirements.
. - .~I.i2FCrm2 eF 0A2AI ).on0 s
SIGNA7'URE TTTLE -DATF
_ SpOKANE REGIOPIALMEALTH DISTRIC'I'
RC.W 36.70 B reqiiires euly coocdination end information
A PRELIMINARY DISCUSSION HAS TAKEN PLACE, A COMPLETE-APPLICATtON MUST
INCLUDfi: Sedd&~ ~ px_~C_- 14,ec yz,-w~ ,
B. SEB;ATTACHED LETTER DATBD:
After a prelimfnaZe 'review of the proposul, I have advised the applicant of some of the
Spokan RegfonaHealthrequirements. A complete and detailed revlew will be,provided
cr, Jt er the: ap : icatfon is: submitte4 ich will result 'in. a complete 1 ist .of requirements and ,
condiho regarding Hecilth p ov ions for the proposal.
i6- ,r-
- SIONA ~ TI't'LE DA,
,
SEWER PURVEYOR
• (City of'Spokane~vr L~erty Lake)
~ . . uir+es early,caordinatlon and infarmation . , . ° PRELQViINARY DISCUSSION HAS TAKBN COMPLETE APPLICATION MUST
~ INCLUDB:
~
B. SEB ATTACHED LETTER DATED:
4Ar a prel iminar.y review of the proposal, I have advised the appl icant o e of the
Sewer requir,ements. ..4 complete and detailed,review will be pro,vided,a~ter the lication-.
is submittect' whfch wlll result ln'a complete list of requirements and conditions re ding
Sewer pr, ovisions fo 1the propos .
~TE~ DATE
L
PRELIMINARY SIIORT PLAT APPLICATION Page 5 of 5
-
LEGAL OWNER SIGNATURE
(Signatum of fegal owner or representative as authorized by legal owner)
I, T L kg-Y STOfZ ,(print rame) SV4lEAR OR AFFTRM THAT THE
ABUVE RESPONSES ARE dViADE 1`RLITHFULLY AND'PO THE BEST OF MY KNOWI.EUGE.
I FURTHER SWEAR OR AFFIRM THAT I AM 'I`HE OWNER OF RECORD OF THE AREA PROJ'USED FOR
THE ABOVfi IDENTIFIED LAAID USE ACT10N, OR, IF 1dOT THE OWNER, ATTACHED HEREWITH IS
WIRIT'fLN PERMISSION FROM THE OWNER AUTHORJZING MY ACTIONS ON HIS/HER BEHAI.F.
ADDRESS: SQ N • mQ" 2Q Lr PHONE: aq a-
Q4~Q ~
C ~ ~ s (Statej ZIP:
N 9 20OD
/D2A-
1GNATURE ~ (F
or Part IYI above)
STATE OF WASHINGTON ) ss: ~
GOUNTY OF SPOKANE ) SLJBSCRIBED AND SWORN to before me this dl't& day of 1, 2000
Mi~k
QS.~ygs~on~E}p~,A~~ ~ NOTARY SIGNA7`URE
~ c. oF m.~ i
; O T A I?y'~ Notary Public in and for the ate of Washington
PUaL1G ; 2'z Residing at:
~ ev
3 0 . `
0
iiiiAi MY sPPointrnent expires:
PART IV
(To be completed by the Divislon of Planning)
DATE SU13MI7`TED: RSCBIVED BY: ~
'IOTAL FEES: ~ ~ • L O RECEIPT NO.:
FILE ATp.: !nV" DA'IE COUNTER COMPLETE: Il ~~~C
PREUMINARY SHORT PIAT APPLICATION -1NrC REV 12J89
f
DUItYEA & ASSOCIAI"ES Land Surveying & Mapping
November 13, 2000
Job No. 00-449
LEGAL DESCRIPTION
RE-ZO1vING
APN 45133.1011
A portion of the of Tracts 25 and 26, Vera, according to the Plat thereof recorded in Volume "O"
of Plats, Page 30, in Spokane County Washington, and being described as foUows:
BEGINNING at the Northwest corner of the East half of Tract 26, hereinabove described; thence
along the West line of said parcel, South 00 ° 30'29" East 612.90 feet to the North line of that certain
parcel of land conveyed to Spokaae County for Main Avenue by Deed recorded June 23, 1958, under
Auditor's File No. 54416808; thence along sa.id North line, South 89 ° 44' 13" East 646.42 feet to the
East line of the West half of said Tract 25; thence along said East line, North 00 °41'26" West 613.23
feet to the Northeast corner of said West half of Tract 25; thence along the North line of said Tract
25, North 89°45'SO" West 75.01 feet to a line parallel with and 75.00 feet Westerly ot being
measured at right angies to, the East line of said West half of Tract 25; thence along said parallel line,
South 00°41'26" East 195.02 feet to a line parallel with and 195.00 feet Southerly of, being measured
at right angles to, the said North line of Tract 25; thence along said parallel line, North 89°45'SO"
West 242.54 feet to the East line of said Tract 26; thence along said East line, North 00 ° 3 515 7" West
195.02 feet to the Northeast comer of said Tract 26; thence along tbe North line of said Tract 26
Tvorth 89°45'SO" West 327.24 feet to the said true point of beginning of this description, and
containing 8.00 acres of land, more or less.
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.S89'4413 E 846.42 - -
SPOKANE COUNTY (AfN :54_416808)
11MN AVENUE
PLAT TO ACC.OMP_ ANY
~ LEGAL DE~SCRIPTION FOR'RE-ZO1VE
'Design. By,_ kiD DURYEA ~C ~~~OCIATES Scale: 1'=Toof
Land Siirveying: & Mapping
.Draw,n 8y MJD 710 _ Eoet Glancrest Drive DatP• NovE~AeER 2000
. Spokana. WA, 99208
tel: ' 508 465-8007 Ch,eck 8y:, ,tax: ~sos 466-833e Job No. 00-449
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COLJN`I'Y a~rVISION~ OF'-B'II~DING AND.'CODE ENFORCEMENT~
1026MEST BROADWAY AvENUE a.SPOKANE, WA 99260-0050
` '(50,9)477-3675
t STTE -INFORMATION 'PROJECT•INFORMATlON ~
,-Site Address: 16104 E VALLEYWAY AVE Pniject Numlier:. 01003248 Inv: 1 Issuc Date:
VERA,DALE, WA 99037 permit Use: 'SP-1262-00 C'INAL
Purcel Number: 45,133.0902
Subdivision: VERA Apnlicsnt: CCENNiNGN11M,'ORVII;LE Ri-DOR01HY
Bluck: I.ut: 16104 E VALLEYWAY AVE
•Zaning:_ AGRI VFRADALE, WA 99037 P6onc: (~SU9)~926-59G8
Owner CLINIJINGHA:, ORVII,LE & DORO"TI-iY Contnct: Grant-Persnn
1'1219 E. Sundown llr
Adclriz's: 161(A E VALLEYWAY AVE Spnkane, Wa 99206-9635 Pbone:,, (509)'92R=Q.160,
VERAIJALE, WA 99037
-
- Sethacks - Fronc: Lc:ft: Right: . Rear: ,
Inspector. DARHOWARD
Woter-Dist:
, Graup, Name: SP-1262=00
Project"Namr:
C pARMITcs, - _ ~ .SbortPlQt Contractor: Ucense q:
' BNGIIVEEIt4iNAL~~1vtAP b'c PLA S100.00 F1NAL: 2•I.OrTS 5318:00
Total°Perniit Fee:, $418:OQ
0
~ . PA'Y'MFN'r'SLIMMARY Pagc 1 uf _ l_ NOTFS ~
1'A:YMENT Processed By: 1NRIGHT,.RAE
Printcd By: WENDEL, GLORIA
Tran Date- ReceiRL4- Pavmea►t, Amt 51416,1 =3076 , $4118:00
Total Fees AmountPaid AmouatOwine,
$418.00 $41 S.qO - 0.00
r
.Spokane County
-Public Works Departinent
.d)ivisvn o, f 'Building Code Enforcement
l~~~ceipt
Receipt-Nunrber: 3076 Cuslomer Number
Projects
Full
'Proiect-lYbr Iirv_.Nbr. : Fee-Antt _ -,InvAmt - - - Urvink, PAID . Pirrt
01003248 1 44~1.8:00 ~ °$4:1`8:~00- $418.00 W
-Tolal: $418.00 "$4E1=8 -00 - :$4-1'8':00 . $41'8:00
Miscelluneous Itcros
Total PAID: $418.0G
Teader
e_ . =Clieck::!! ,Acct; -Brirr~tlce~: ~~CNb'r.- ~'.Exp'Dale T'ENDERED
41;8.00
- - - - - - -
Tatal 'TENDE1tED: 418.00
Over / (Sltort) $0.00
Clrange $0.00'
.Notes:
Tran Date_/,~Ti~~re: 5%4/0,1 4:50:28- PM
By: GWendel
Logoit User gwendel
Stotlon: GWENDEL
O'verrfile°By:
Printed: 514101 4:50:29 PAY Page 1 !oJ!
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1)IYISItIN Ul: E NG1NrIiRING AND ItOADS A I71V15iQN Or TIfG !'U11I.1C 1N0f2K5 DGI'AIZ!`htliNT ~
Wi11iam A. Johiis, 1'.C., Cuuniy Gnginerr
RECEIVEa
AGREEME, N1' 1'O I'AY FJC4ES SPOKANE COUN7Y
0 20D~
l:NCINi.r:R's AcRE~neI, .~v i , . Nunii;i; N0V 3
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DIVlSlON aF PLANNINC
'fliis.-igrcc;tnciit l)etween SI)okaiic County ancl iZA NmP,L 2~O 1~,) ,
. t~t fser~
wliose interest in tlic projcet is L 2
-C ~~~nr; ~e~c~y ~
is eititered in(u tliis Q?)' cf:iy oC to c~L) LM c.rQ , 20(0.This agreeme»t is 7pplicable to thc prc)jec:t
kttuwn ;ts: Q LAT
'fhat the iiiclividuals aiid parties »amed hcreiii as i»vinb a» interest in the abave deseribecl proPertv ur pcajec:t <<Sccc
tu iliC rclllolvill6:
l. krimburse Slok;►ne Cautity loc project rcvicw and inspcctiun ['ccs as src:citic:cl in Chaptcr 9. 14 al'
Ihc; Spukanc Coutity Coclc. 't'he f'rts will bc bIiSCtI Uil 1Cll1:ll sal;try costs inctiti•rccl hy Spokanc
Cciunty f'u+• projec;t rcvic:tivs :uicl / ar iiispcc:liwis plus a 1cn pcrccnt aclmi»istr:itive charsc, and will
bc billecl iiiuiillily as accruccl. Any billitib 7moutits duc, inelucling auny expenses iiicui•retl in tlie
cnllectiuii of an overclue nccauiil, musl be pnid pcior to the Cotiiity's ncceptance of the prqject lor
lilinb. !C a prujcCt is approvccl <<ndlor lilc;cl witli n bal.t»ce still awiiib, l(1C U11pillCl VAIaIICC Sllilll I1C
paicl within 30 ciays nf lhe iizvoice clate.
2. 'I'he tinclersignecl aSrees tliFit thesc fees 7re clue lncl rayab1e upnii receipt of tlie biltiiig as specitircl
7bove.
3. Aiiy iiivoiees not paicl witliin 30 tlays of the invoic:e daee tivill be eoiisiclecetl cleliiiqueiit, tf Fu2y
outstaitclinb balance aii lhe account foc this project is not paid within 30 clays of llie itivoice clate,
no further reviews of the project clocunients will be eoiiductecl uneil the entire accourit balaiice is
paid. /1ny balattce on the account for this project iiul p7icl wi(liin GS days of tlie invoice clate m,iy
resuit in te6a1 actiaii or thc iiiitintion nf otlier collec;tioii praceclures, includi»b rc('crriil tu tt
collection :►gency. The Sponsoc will be littbie for aiiy nii(i 711 exrenses ittcurced by the Couiity far
tlu: cullcctioit ot' ovcrcluc acc:uunls,
4. '1'he niciiitlily billins shcnilcl be scitt ta tlie allcntiati of:
N A Mi L: ~ IZ fl n3'i" P_E25o " _5 o Q 2Zs L L A tJ
AU U It L'• S5 : ~126 1 a S a, t...) DOWL) Ta 2
ClT1', STA'1'C: SpO1~A t.) 11~ A
Z1P CODC: ~
1'1-lONC ll: ['tIONL' 2:
r-Ax
L-Mail u:
I;i;rder stand t!ial 1'aIlurt! cn p.ay lli~5(- t'ccs m:iy rr,rult iii cfclay iii complctinii or 7pproval oC tltc prc.jcct cii• ociicr
rnssible saiictiajis. ~
Jj~ It' this fec <<breement is co»>nletecJ by sonieune atlicr t1i7» tlie Spoiisor (i.e., Ihe project ownrr or a
jirincinal in ttie firin sponsoring t1te project), sucll as tlic Llisineer desisning tlie project, eheri
writtcn :lutli0rtz.ilion froiii tlle Sno»sor speciticaIly authm'I7.IIlb lI1C Agcnt to CxCCttte lltis Fec
Agrcrmenl is atlacliccl to tltis F-cc Asrceincnt.
.
SIGVATUC~G 13v:
~
SelR r
(I'RINT J`1l111-11,:)
1tEI'llltN 1'I1"I.LCaW COI'1' '1'p SI'4K.r1IVE COI)N'1'Y 1:NGI1NE'l:ltS
2I21111U
lU2Ct W Ist•u:ttlw:ty Ave Spolctme «'A 99260•0170 (509) 477-3600 1<<1N: (509) ~177-2243 't'!)I): (509) 324-3166
~
of'SPOKANE COLnVTY DIVISIUN OF BUIi.DING AND CODI qFORMMENT
~
1026 WSST BROADWAY AvEN[JE • SPOKANE, WA 99260-0050
~ (509) 477-3675 /
~ SITE INFORMATION PROJECI' INFORMAITON ~
Site Address: 16110 E VALLEYWAY AVE Pruject Number: 00010660 Inv: 1 Issue Date:
VERADALE, WA 99037 Permit Use: Short plat
Parcel Number: 45133.1011
Subdivision: UNIQJOWIV Applicant: SONRISE LAND LLC
Block: Lot: 11219 E StJNDOWN DR
Zoniwg: iJR 3 Urban Residentia13.5 SPOKANE, WA 99206- Phone: (509) 928-0160
Owner: SONRISE LAND LLC Contact: SONRISE LAND LLG
11219 E SUNDOWN PR
Address: 11219 E SUNDOWN DR SPOICANE, WA 99206- Phone: (509) 92$-0160
SFOKANE, WA 99206-
lgetbacks - Front: I,eft: Rlght: Rear:
In.spector: DAN HOWARD
Watcr Dist:
Gtoop Name: short plat
Project Name:
C PERMT(s) )
Short PIQt CoAtractor= , Ltcense
ENG1NCIIt PRELIM REVIEW $100.00 PRELIMINARY: 2 LOTS 5617.00
PRE CONFERENC&2000 FEES S37.00 [TTII,ITTES (INSIDE PSSA) S100.00
Totnl Pernilt Fee: S954.00
v "
~ PAYMF.NT SCIMMARY Page 1 of 1 NOTES )
PERIvIIT Prncessed By: WRIGHT, RAE
° Prlnted By: WENDEL, CrLORIA
Ymo pla Aedt~t gayment mt ,
11130t2000 10178 S854.00 . •
, o~Fm _Amoundwa 44mouneomft . .
, . . , .
$854.00 5854:00 , s0.00
,
r
0
.
Spokane County
Public Works Department
Divison of Building & Code Enforcement
Receipt
Receipl Number. 10178 Customer Number
Projects
FuU
Projeel Nbr Inv Nbr Fee Antt Inv Aml Owing P.4ID Pnrt
00010660 1 $854.00 $854.00 $854.00 $854.00 ~
Total: $854.00 $854.00 $854.00 $854.00
Misr.ellaneous Items
Total PAID: $854.00
Teader `
Tjpe Check Acct Balarrce CC Nbr Lin DQte TENDERED
Checkl 1072 37.00
Check2 1073 = - 817.00
Total TENDERED: 854.00
Over / (Shorl) $0.00
Change $0.00
Notes:
71run Date/TYme: 11/30/2000 2:04:01 PM
By: GWendel
Logon User: gwendel
SYQtlon: GWENDEL
Overrlde By:
Plinled• 11aA/?000 I:04:03 PM P4ge l ojl