SP-938-93
~ x:-
.
S E~ o ~rc A Nr r~ ~ , C o v t~r -r ~r
OFFICE OF TIiE COUN7Y CNGINEER • A DIVISIQN OFTtIC I'UBI.IC WORKS DEI'AR7MENT
RonaW C. j Iorriiaiiii, I'.C., County Citgtneer Dennis M. Scott, I'.C., Director
AGREEMENT TO PAY rErS
ENC;INEE[t'S ACItEEMENT NUMREIt
Tliis agreement Uetween Spokane Cotinty ancl
~nan ~son '
WlIOSe ItllCfeSt Ifl ille rCOjeCt IS
(I.c. owncr, agcnt, tic.) ,
is enterecf into tliis ~ day of 19 Tliis agreement is applicable to tlie project
~
kriown as:
Oar.-.' S 5Lrt 0 7 I V. m G/J
.
(rtajcct aautcsi or iiicnamC a iiic nuniacr)
Ttiat the inclivicluals ancf rarties namecl herein as having an interest in (lie above clescribeci rrorerty or
rrojcct agrce to the following:
l. Reimburse Spokane County for project review anci inspection fees as specifiecl in
Cliarter 9.14 of the Srokane County Cocle. The fees will U:, baseci oii aclual salary
costs incurrecl by Spokane County for project reviews ancl / or insnections rlus a ten
percent aclministrative cliarge, ancl will lie billeci montlily as acertied. Any final
billing amounts, to ineiucle any late fees or any ollier expenses ineurrecl in tlle
collection of an overcltie account i»tist Ue raicl nrior to (lie Cutinty's accertance of
tlie praject for filiiig.
2. Tlie undersignecl agrees that these fees are ciue ancf payabie uron reeeirt af the
biliing as specifiecl above.
3. Any invoices not paicl witliin 30 clays of tlie invoice cfate wilt be subjecteci to a late
fee ctiarge of l°Io pcr month (12°l0 pcc year) on tlie uiiraid balance of tlie account
ancl any aeeruecl late fee eliarges. In adclition, if any outstanclin6 balanee on (lie
account for this rroject is not raicl williin 30 clays of llie invoice date, no fiirtiier
reviews of tlie project clocuments wtll be conctuclecl until (lie enlire account balance
is paid. Any balatice on (lie account for this rroject not paicl williin 65 cfays of tlle
invoice clate tliay result in legal action or the initation of otlier coliection rruceclures,
incluciing referral 1o a collection agenc.y. 71ie Sronsar will be liaUte fur any arld all
expenses incurrecl by tlie County for Ihe collection of overciue accouiits.
4. Tlie montlily billing sliotilcl be sent to (lie attention of: .
NAh1 E: m .0, k4._. ~(r r rt t J'
ADDRCSS: y`I a? vU . /-J c-,~a,,,~
CITY, STATE: Si~ S 1~~ n e
ZIP CODE:
PfIONE 7~ ~
I unclerstancl tliat failure to ray tliesc fees may result in clciay in conirletion or arrroval of (lie project or
other possible sanctions.
❑ If tliis fee asreenicnt is completecf by soineone otlier than tlie Sronsor (i.e., the
projec;t owncr or a rrinciral in Ihe finn sponsoring thc rrojc:ct), sticli as tllc Engtlieer
clesigning thc rroject, tlien written Aulhorization from the Sponsor specificully
Atitttoriziiig tlic Abent to execute lhis ree A6reeiiient is atll►clied to tliis Fee
Agreenienl. ~
SIGNATURE I3y: ~
v
E Ci, rr;
~ S
(PR1NT NAME)
,
RETURN YELI,OW Cni'Y Tn S1"()KANC CQUN'['Y ENCINErRS
ic\pV\,agiccmcn.[cc 8120/93
W. 1026 I3coatiway Ave. ~ Spokane, WA 99260-0170 (509) 956-3600 rAX (509) 956-4715
. ' i'• '
~ ^v
S r~ o~c A Nr r~ ; , C o u rr -r -ir
OFFICE OF TI lE COUN7Y CNGINEER • A DIVISIQN OF Ti IE I'UaI.IC WOltKS IJE('ARIMENT
RonaW C. I iannaiin, I'.C., Cuunty Cngineer Dennis M. Scott, I'.C., Direclor
AGREEMENT TO PAY rErS
ENCINECIt'S AGREENfCNT NUMRECt
This agreement between Spokane Cotinly and cL r~; s
~nam ~son ~
WlIOSe If1lC(eSt 1I1 (lie pfOfeCl IS
(i.c. owncr, agcnl, c►c.) ,
is enterecl tnto tliis ~ day of 19 This agreetnent is applicable to tlie project
~
kiiown as: (
S 51....,,~- Y~~ U 7 I V, m
lrroJcct muuresY ~czr--- ur iiicnaniC oc ii;c nirmocry
Tiiat ilie inclivicluals ancf parties narnecl lierein as having ari interest in (lie above clescriUed prorerty or
prajcct agrce to ilie follawinb:
l. Reiniburse Spokane County for project review and inspection fces as specifiecl in
Cliarter 9.14 of tlie Srokane County Cocle. Tlie fees will bc basecl oti actual salary
costs incurrecl by Srokane County for project reviews ancl / or inspections pIlis a ten
percent aclininisirative cliarge, ancl will tie billecl i»ontlily as acenied. Any final
billing arnounts, to inclucle any lute fees or any otlier expcnscs incurrecf in Ilie
colicctinn of aft overclue account niust Ue paicl nrior to (lie County's accertance of
tlte project for Filing.
2. Tl)e undersignecl agrees tliat tliese fees are due ancl payable uron reeeirt. of the
billing as specifiecl above.
3. Any invoices not paic1 witliin 30 days of tlie invoice clate will be subjectecl to a late
fee cliarge of l°Io per month (12% rer year) on tiie uripaici balance of tlie account
and any accruccl tate fce cliarges. In adclition, if any outstancling balance on (lie
account for tliis nroject is not paicl witliin 30 cfays of tlie invaice ciate, no flirtlier
reviews of the rroject ciocuments will be concfuctecl until the entire account balance
is raici. Any Ualaiiee on the accotlnt for this rroject not raicl within 65 cfays of (lie
tnvoice clate iiiay result in legal action or tlte initation oFotlier eollection rruceclures,
inclucling rcferral 1o a collection agency. 71ie Sronsar will be liabic for any ancl all
exrenses icncurrecl by tlie County fur the collection of overciue accotiiits.
4. The montlily billing siiotilcl be sent to llie altention af: .
NAM C: 8 1'k- ~(r .r r,v
ADDRCSS: y`/ ° ? yV . ~ `
CI7'Y, STATE:
~ ,
ZIP CODE: 1 f2 /t
PfIONE
I unclerstancl that failure to ray tliese fees may result in clelay in eonipletion or aprrovai of Ilie projeet or
other rossiUle sanctions.
❑ If tliis fee t-igreenient is completeci by someone other tlian tlie Sponsor (i.e., (lie
project owiicr or a rrincipal in tlie firm sponsoring tlte rroject), sucll as the Engineer
ciesigiiing tlic projcct, tlien wrilten Autliorization from tlie Sponsor speci(icully
ntillinciziiig (lie Abeiit to execiite llsjs I+ee Abreeiiietit is ailachecl lo tliis Fee
Agreenieiil. ~
SICNATURF DY:
v
CL,. I E
4Ci r r~ S
(PRINT NAMC)
.
RETURN YELI.OW CnPY Tn Sl''()KANC COUN'['Y L;NCINErRS
k1pVlagrccnicn.lcc 8R0/93
W. 1026 llroadway Ave. Spokane, WA 99260-0170 (509) 456•3600 FAX (509) 956-9715
~ I
ti.
• ~
~
S Y (D Tt A N I~ t , . C O U N"I' Y
OFFICE OF TI IE COl1N1Y CNGINEER • A DIVISIQN OFTI IC PUBI.IC WOKKS DEf ARIMENT
E2onalc! C. 1 foriiiaiiii, I'.C., County Ciigineer Dennis M. Scoll, P.E., Director
AGREEMENT TO PAY rECS
ENCINEER'S ACREEMCNT NUMI3ER
This agreement Vetwcen Srokane County and It, ~ c~ rr; c, L S
~oam rson '
wliose 'tntcrest in the project is 6) w'Al-,e '
(i.c. owncr, agcm, c[c.) '
is enterecl into tliis '3 day of /It~ , 19 ~ y. Tliis agreement is arplicable to tlie project
~
kiiown as:
qare: S 5Lrt 7 I V. M~~
(lirojcct aouress ur riicnamc ac iiic numucr)
7`liat tlie incfivicluals ancl rarties namecl herein as having aii interest in the above cieseribecJ property or
project agrce to the fotlowing:
1. Re'tmburse Srokane County for project review anci iiispection fees as specifiecl in
Cliapter 9.14 of tlie Srokane County Cocle. Tlie fees will bc baseci oii actual salary
costs incurrecl by Spokane County for project reviews ancl / or inspections plus a ten
percent acJministrative cliarge, Ancl will lie billed montlily as accrued. Any final
billing amounts, to liielucle any late fees or any otlier expenses incurred in tlie
collectinn of an overclue account tnust be paicl rrior to the Cutinty's accentance of
tlie project for filing.
2. Tl)e undersigned agrees that these fees are due and payable upon receipt of the
billing as specificcl aUove.
3. Any invoices not paicl witliin 30 clays of tlie invoice cfate witl be subjectecl to a late
fec cliarge of l°Io rer tnonth (12°lo rer year) on tlie utiraicl ballnce of ttie account
and any accrtiecl late fee cliarges. In aciclition, if any outstanclinb Ualance on tlle
account for tliis project ts not raicl witltin 30 clays of tlie invoice date, no fiirtlier
reviews of tlie project ciocuinerits wiil be concluctecl until Ilie entire account balance
is raicl. Any balance on the accotint for tliis project not paicl witliin 65 days of tfie
invoice clate iiiay result in legal action or tlie initation of otlier collectioii nrocecfures,
inclucfing rcferral to a colleclion agency. '11ie Sponsor will he liable for any arld all
expe.nses incurrecl by tlic Couiity for the collection of overcltie accotints.
4. T1ie rnontlily billing shotild be sent to the attention of: .
NAMG: MIN kk- re-1V
ADDRLSS: y`/ ° 7 ytl c !,a
CI7'Y, STATE:
,
ZIP CODE:
. PI IONE
I unclerstancl ttiat failure ta pay tliesc fees may result in dclay in conipletion or aprraval of the project or
olher rossiUle sanctions.
❑ If tliis fee i-iSrcemcnt Is comrletecf by someone other than tlie Sponsor (i.e., the
project owiicr or a principal iii the firin sronsoring (lie rroject), sucii as tlle Engineer
cJesigning tlic projcct, tlien written authorization froin tlie Sponsot specificully
atitlioriziiig tlic Abeiit to execnte thjs ree Abreeiiieiit is attacliecf to tltis Fee
Agreement. ~
SIGNATURE Dy: ~
v
E
g Cir~~ S
, (PRINT NAMC)
,
RETUitN YELI.OW Cn['Y TO S1"(aKANC COUN'I'X ENCINErRS
k\pV~agrccmcn.fcc 8/20/'Q3
W. 1026 [lcoat-lway Ave. Spal:ane, WA 99260-0170 (509) 956•3600 FAX (509) 956-4715
.,/r ~\t . .,fi .\!i~'=~~:'I.:.l i~. , o j., , • % ~,.'N~<`~i,~'1~~. . ~ ~ . •~'~'A~:~.'v.~^~VR'•~Ei ' , . ,
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ACCOUN7 ~ HOW PAID . .
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Lida R. Harris
Michael E. Harris 3v
; ~ 54407 N. McDonald 891-6777
3 ~9 tis-v~2so
~ Spokane, WA 99216 ' i
PAYTO
OfiD R OFE ~p D7.
~ ~ t '
~
' ~ -
~ 3LL SE~4F1/~ST BANn
! Opportunfry Branch 051409 L
a E.12816 Spregue
Spokane. WA 99218
j~
FOR
v ~
~
L 1: 12 50000 24X 8 2460 L 2 211' 386 2
~ - _ _
~E~~ - ~ - - - - - - ~ - - -
~1~ ~~~~C'. ~ `~.~i \ , r . .'~i ~ i . . + , . . ~ • , • '
= i • ' . . , ~ R E C E,I PT Date. No.
4 nG 2 5 G
~
Received Fro_m'
. ~ • ` e ' ! n ' ~ j . . ' ; ~
y • . ~ • . • • 44 J >
~ ,~~,1~~+°~~.•'` ~Address ~ f , ~..A•~f.~'( ~v'.*/,`.\~ f, ~ . : ~ ~ . . . . .
~ ~ . . : • . , . . , , ,
)77
. •
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• - ~ ~ ~ y - . , S $ 2A?.,:
For`~ ~ ~ ~ ~ . ' . - . ' .
~ ~ . ' ~ ' ~ •
' . . . c~'~',..
N '
o ~ ALCOUNT M01N PAID
~ • " ,a_ , ;AMT.',Of a' ..'i 1;~ - ; .:~i. : . , . r~~.;'~~. . ~ . • . . . . .
ACCOUNT . • .CASH ; ; . : ' ;,~.a°'~.~'`;~: ~ : ' - : • . - . . ; , .
. ~ ;~~I.~,~.4 , , . . . . . . , •,@'" , . ,..e. . . , . . ; o
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PAID `7 Z;r 'CFiEC
• ~ ; BAIANCE . - MONEY~~~.y. . . 4 : ` ^'a , , . ' . ~s~ : ,
~avE. - . •.~~~':~o~~ BY-' ' ;4'~. , ' .
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~~`f~ ACCOUNT . ~ .~~':~HOW,~PAID,'~i . . ;T,:,, .
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s; ~~RDER~~ ~ * ~ . : , • ' , ' . , . .
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. , . . . . . ' . . , . . . . ' . . F4407 Harris 3862 i
l E. Harris ~
, McDonald 891-677? i9 C~ WA 99216 • r( 3 -...Z 19-2fl 250 i
' PAY TO THE 5
OADER OF Dv ct r. c~ C~~,~,,,~ ~ Is ~p D7.
Bi ob
4NK r r
m
Opportun9ty Brancfi 051409 L
E. 12818 Sprague °
Spokane. WA 99218
! FOR
1: 1 2 50000 2 41: 82460 L 2 211• 38 6 2
~
~ ''Ir• ":Y..a.T:~.-_~°..~e. -
- - ~ ' - ^ -
WlivaUF
~
. •
. • >
S .P OT< A N F O LI N'I' Y
PLANNTNG DEPARTMENT WALLIS D. HUBBARD, DIRECTOR
~ Es..
APR 0 5 1994
SPOKANE COUN1Y.EhGlNEr-1,
MEMORANDUM 'PO: Division of Engineering and Roads
Division of Utilities
Division of Buildings Spokane County Health District
. Spokane County Fire District # 1
Trentwoad Irrigation Dist. # 3
FROM: John Todd, Planner I ~
A,.
l
DATE: Apri15, 1994
SUBJECT: -Ppe-A nary Short Plat SP-938-93
Enclosed find copies of the above referenced final plat. Please review and forward any
com.ments by Apri120, 1994. If you have any quesrions you may contact John Todd at
456-2205.
Please direct your written comments to John Todd.
Thank you.
rP
Enclosure
c: Michael Harris, 4407 N. McDonald, Spokane Wa 99216
Sara Marks, 1801 W. Broadway, #110, Spokane WA 99201
WFST 1026 BP.OADWAY AVENUE • SPOI:ANE, WASxtNCTO►v 99260-0240 •(509) 456-2205
. V,6vff ~ -~ayikcim
HARRIS SUBDTVISION
DESIGN CALCULATION REPORT
March 8, 1994
~
,
04 AB~,.
T ~
L
p 29M ~ °o'~ ~
7 ~
,p,s 801s ~Rg~ `~~V
SN A L
EXPIRES 06/221 9 S ~
WYATT-JAYKIM Ev GINEERS
W. 1801 BROADWAY #110
SPOKAI~IE, tiVA 99201
(509) 328-5139
~P~M • ~r~c~~~
, Ix~~~
{ .
~
~
a RECE~VE
;
;
; JU N 0 91994
~
i
' BAAINI~ t~Ottl~ti~.~G~~
(
;
STORM DRAINAGE ANALXSIS
HARRIS SUBDIVISION
.
PROJECT DESCRIPTION:
The Harris Subdivision is a 3.3 acre tract of land located generally south of Wellesly and
we;t of Sullivan Road between Woodla«-n Road on the west and \icDonald Road on the east,
just north of Rich Avenue within the Northwest quarter of Section 3, Township 24 N., Rancre
44 E, WM, Spokane County, Washington. The property is located within the Urban category
and is within the Aquifer Sensitive Area (ASA) Overlay zone.
This is the second phase of a two phase project. This report was sabmitted as part of Phase I.
The type "B" drywell specified in this report for drainage basin ;:1 \vas handled in the Phase I
construction plan. The '208' basin associated with Phase I, Basin -1 will be enlarQed as part
of the Phase II project.
The soil in this area is classified as GLYA (Garrison) based on She~c 66 of the Soil Survey of
- Spokane Couyity, Washington. A copy of this sheet is attached in the appendix. The GQA
soil is excessively drained and has maderately rapid permeabili:v. Based on the Spokane
County Guidelines for Stormwater lVanagement, this soil type aiiows the use of tne County
~ standard concrete drywells, either type "A" or "B".
~ The project is divided into two drainage basins defined by proposled topoaraphy and roadway
desiQn. A map which defines thesz basins is included in the appenui.~c.
PROJECT PURPOSE: . . .
In accordance with the Planning Department report dated 1/21 j93, (PE-1683-92) this project
- lies within the ASA Overlay zone and is subject to '208' requirements. To assure that these
requirements are met, a storrnwater drainage plan is required. This drainage plan will
determine the storm water facilities requized to adequately handle the runoff from a ten year
design storm in post development condition. -In accordance with the Guidelines for Stormwater Management, the "rational method" will
be used to determine the peak discharges and runoff volumes for the various basins. This
. method is considered adequate for basins less than 10 acres in size. Numerous graphs and
' charts which appear in this publication will also be used and referenced accordingly.
~
: -
~
i
f
CALCULATIONS:
T}ie total basin area and the impervious basin areas used in the followinj calculations are summarized below. Using the # of lots divided by the total basin area, Table 1 in the Guidelines
was used to determine the runoff coefficient.
T0TAL AREA IMPERVIOUS AREA
BASL~T FT2 ACRES FT2 ACRES #LOTS DU/GA C
1. 112,300 2.58 11,400 .26 7 2.71 .25
. ? 53,400 1.23 8,8(}0 .20 4 3.25 .30
~ Dr}lwzils were designed using the buidelines identified in addendum r2 - rWodified Rcztional
_ :Itethod Hydrographs. The peak flows for the two basins will be oisposed of in one type "B"
dnJwell (to be constructed in "Phase 1") and one ivpe "A" drywell (to be constructed in this
phasz;. These drywells are utilized in combination with the '208' basins to adequazel\dispose
~
~ of the Stormwater runoff.
~ The c,-pe "B" drywell and '208' basin will be locaced, based on the Phase I construction plans,
at the northeast corner of the Rich Avenue & Harris Court intersection. The t}rpe "A" drywell
will be located on the northwest corner ol' the sarnz intersection, as noted on this plan set.
:
~
.
:
~ 2
.
APPENnIX
• DRAINAGE BASIN LAYOUT NiAP .
• SCS PROJECT LOCATION
BASiN #1
V
• STORM FLOW CALCULATIONS
• HAESTAD GUTTER FLOW DEPTH MODEL
• '208' POND CALCULATIONS
BASIN #2
• STORM FLOW CALCULATIONS
• HAESTAD GUTTER FLOW DEPTH MODEL
• '208' POND CALCULATIONS
• CURB INLET CAPACITY CALCULATIONS
• CURB CAPACITY NOMOGRAPH
o RUNOFF COEFFICIENTS (C)
• RAINFALL INTENSITY CURVES
o CHANNEL FLOW NOMOGRAPH
• MANNINGS "n" VALUES
. • RICH AVE GRADING SHEET
~ • ASPHALT SECTION DESIGN . "R" VALUE RESULTS
• VERTICAL CURVE CALCULATIONS
.
.
~ 1
GRAPHIC S.CALE
100 o 50 100 200 400
( nN FEEr~
l inch = loo tt
~
Q
O
~
~
~
~
BASIN ; 2 z
0
0
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. ~
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' ENG/NEERS 0 SIJR VErORS
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.
BAS I N #1
?
Total Basin Area= 2.58 Acres
. \
Number Units= 7
DU/GA= ~~~:~'::~~~:v:r :r•~~
.......:,,.:i :'sf~
C= 0.25 Tab(e 1, Guidelines
- CAS E 1:
OVERLAND FLOW:
~ Ct= 0.15 Overiand Flow
n= 0.400 Figure 3, Guidelines
s= 0.032
L=- 250
Tc= Min. Time of Concentration
. GUTTER FLOW.;-
. L= 300 Gutter Length
Gutter Flow Depth Assumption= 0.14
Rd. Slope= 0.0164
' n= 0.016 Concrete
Z= Inversz of Cross Slope
Zln=
~ A=
_ Q= 1.5 ; igure 18, Guidelines
.{1•.tititi{•.~':::ti•::.•':.
Tg = M i n
~ . . .
~ T= Duration, Figure 2, Guidelines
I(10 yr)= ;:2: 42,.,... , rigure 2, Guidelines
~ Q(10 yr)= C F S CONTROLS OVER CASc 2!
Thus, Tc= 8.7 Okay!
1
~J
CASE 2:
~ IMPERVIOUS ONLY:
~ C= 0.9
1= 3.18 Tc<5 min (10 yr Storm)
A= 0.2617
CFS
Q= 5-
:
ea~ _
• '
Triangular Channel Analysis & Design
Open Channel - Uniform flow
- Worksheet Name: HARRIS SUBDIVISION
Comment: GUTTER FLOW DETERMINATION - BASIN nl
• J
: Solve For Depth Given Input Data:
Left Side Slope.. 0.00:1 ;H:V)
Right Side Slope. 50.00:1 (H:V)
Manning's n...... 0.016
Channel Slope.... 0.0164 =t/ft
Discharge........ 1.90 c`s
~
Computed Results:
Depth............ 0.18 fl-
Velocity.......... 2.35 f'os
- Flow Area........ 0.81 s-7
. Flow Top Width... 8.98 i~
Wetted Perimeter. 9.17
_ Critical Depth... 0.20
Critical Slope... 0.0082 =t/ft
= Froude Number.... 1.38 (=?ow is Supercritical)
~
~
~
~
~
Open Channel Flow Module, Version 3.3 (c) 1991
Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708
.
,
Project: Harris Subdivision Basin: #1
Designer: Hoisington
;Date: 3/8/94
7ime Increment (min) 5 "208" Pond Width (ft) 12
Time of Conc. (min) 8.7 "208" Pond Length (ft) 85
Int. @ Tc (in/hr) 2.42 "208" Pond Area (sq. ft.) 1020
Outflow (cfs) 1 "208" Pond Perimeter (ft 194
Design Year Flow 10 "208" Pond Volume (cu. 582.75
Area (acres) 2.58
Impervious Area (sq ft) 11400
C' Factor 0.25
C'"Area 0.645
Time Time Intens Q Dev. Vol. In Vol. Out Storage
(min) (sec) (in/hr) (cfs) (cu.ft.) (cu.ft) (cu.ft)
~ Tc I I I
8.71 5221 2.421 1.561 10921 5221 5701
I I I I I I I
~ 51 3001 3.181 2.051 8251 300 5251
~ 10 600 2.24 1.,d4-
. 1 11231 600 5231
~ 15 900 1.771 1.141 12301 900 330
~ 201 1200 1.451 0.C4 1 12881 1200 88
~ 251 1500 1.21 0.781 13091 15001 -191
{ 301 18001 1.04 0.0-7 1 13261 18001 -474
351 21001 0.911 0.59. 1 1337 2100 -763 1
I 40 24001 0.821 0.531 1363 2400 -1037 1
~ 45 2700 0.741 0.481 1373 2700 -1327 1
~ 501 3000 0.681 0.441 13941 3000 -1606 1
~ 551 33001 0.641 0.41 14361 33001 -1864 1
~ 601 36001 0.611 0.39 1486 36001 -2114
~ 651 39001 0.601 0.39 1578 39001 -2322
~ 70 42001 0.581 0.371 16381 42001 -2562 1
~ 751 45001 0.561 0.36 16901 45001 -2810 1
~ 801 48001 0.531 0.34 17021 4800 -3098 1
851 51001 0.521 0.341 17701 5100 -3330 1
901 54001 0.501 0.32 17991 54001 -3601 1
~ 951 57001 0.491 0.32 18581 57001 -3842 1
~ 1001 60001 0.481 0.31 19131 60001 -4087 1
"208" DrainaQe Pond Calculations . ~ ~ .
Required "208" Storage Volume
=lmpervious Area x.5"/12inlft 475 cu. ft.
"208" Storage Provided 582.75 cu. ft.
Drvwell Repuirements - 10 yr storm
. Maximum Storage Required by Bowstring 570 cu.ft.
Number and Type of Drywells Required
Type "A" 0
Type "B" 1
BASIN #2
Total Basin Area= 1.23 Acres
Number Units= 4
: •.c:rfut•xt.~:
D U/GA=
C= Table 1, Guidelines
CASE 1:
OVERLAND FLOW:
Ct= 0.15 Overland Fiow
n= 0.400 Figure 3, Guidelines
s= 0.015
L= 100
Tc= r4;:~> Min. Time of Concentration
GUTTER FLOW:
L= 300 Gutter Length "
Gutter Flow Depth Assumption= 0.12
Rd. Slope= 0.0164
n= 0.016 Concrete
Z= 'B*0y97-56-1k`* Inverse of Cross Slope ~
ZJn= ~"S&
A=
Q= 1.0 Figure 18, Guidelines
V= ~2~.6
Tg= Min
.
T= Duration, Figure 2, Guidelines
. ...~.....1
I(10 yr)= ,2:68.. Figure 2, Guidelines
Q(10 yr)= CFS CONTROLS OVER CASE 2!
Thus, Tc= 7.0 Okay!!
CAS E 2:
IMPERVIOUS ONLY:
C= 0.9
1= 3.18 Tc<5 min (10 yr Storm)
A= 0.20
Q= C F S
.
i` •
- Triangular Channel Analysis & Design
Open Channel - Uniforrrn flow
• Workshpet Name: HARRISI
F_} Comment: GUTTER FLOW DETERMINATION - BASIN ;;2
Solve For Depth
-Given Tnput Data:
Left Side Slope.. 0.00:1 (H:V)
Right Side Slope. 50.00:1 (H:V)
- Manning's n...... 0.016
Channel Slope.... 0.0100 ~t/ft
Discharge........ 0.62 c=s
- Computed Results: y
Depth . . . . . . . . . . . . 0.13 Velocity......... 1.48 -ns
Flow Area........ 0.42
F? ow Top W: d i h... 6.48 Wet t-ed Perimeter. 6.61 C''"1C31 Deoth 0.13 _ Cri~ical S1ope... 0.0095 ft/flt
` Froude Number.... 1.02 ;=1ow is Sutis_crit-ical)
~
:i.
•s .
~
'.T
~
s~
fLr
Open Channel Flow Module, Version 3.3 (c) 1991
Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708
~
a
~
r;
10
Project: Harris Subdivision
Basin: #2
Designer Hoisington
Date: 3/8/94
Time Increment (min) 5 "203" Pond Width (ft) 8.5
Time of Conc. (min) 7 "203" Pond Length (ft) 86
Int. @ Tc (in/hr) 2.68 "203" Pond Area (sq. ft. ) 731
Outflow (cfs) 0.3 "203" Pond Perimeter (ft) 189
Design Year Flow 10 "243" Pond Volume (cu. f 436.375
Area (acres) 1.23
Impervious Area (sq ft) 8800
C' Factor 0.3
C"Area 0.369
Time Time Intens Q Dev. Vol. In Vol. Out Storage
(min) (sec) (in/hr) (cfs) (cu.ft.) (cu.ft) (cu.ft)
; Tc I I I I I I`~
71 4201 2.681 0.991 5571 1261 4311
~ I I ~ I I
51 3001 3.18 1.171 472' 901 382
101 6001 2.24 0.83 614 180 434
15 900 ! 1.771 0.65 681 270 411
20 1200 1.451 0.541 718 360 3581
~ 251 1500 1.211 0.45 7331 450 2831
30 1800 1.041 0.38 7461 540 2061
35 2100 0.911 0.341 7531 6301 1231
! 401 24001 0.821 0.301 7691 7201 491
E 451 2700 0.741 0.271 7761 8101 -34 1
~ 501 3000 0.681 0.251 7891 9001 -111
. 551 3300 0.641 0.241 8131 9901 -177
~ 601 36001 0.61 0.231 8421 10801 -238
: 651 39001 0.60 0.221 895 11701 -275
' 701 42001 0.581 0.211 929 12601 -331
I 751 45001 0.561 0.211 9591 13501 -391
~ 801 48001 0.531 0.201 9671 14401 -473
~ 851 51001 0.521 0.191 1006 15301 -524
; 901 54001 0.501 0.181 1023 16201 -597 1
~ 951 57001 0.491 0.18 1056 17101 -654
! 1001 60001 0.481 0.18 1088 18001 -712
"208" DrainaQe Pond Calculations .
Required "208" Storage Volume
=lmpervious Area x.5"/12in/ft 367 cu. ft.
"208" Storage Provided 436.375 cu. ft.
Drvwell Repuirements - 10 vr storm
. Maximum Storage Required by Bowstring 434 cu.ft.
Number and Type of Drywells Required
Type "A" 1
Type "8" 0
~ •
CURB OPENING CALCULATIONS
The runoff from these drainage basins flows to low points in the curb and gutter flowline. A
curb opening or inlet will be used to allow the runoff to flow into the '208' ponds and
drywells. Drainage Basin #1 has the greatest amount of flow at 1.60 cfs. Assurne that at Sta
2+47, approximately 50% of design flow has been accumulated. This makes the design flow
for a curb opening at Sta 2+47, 0.80 cfs. With Figure 17 of the Guidelines (next page
entering the nomograph with an inlet height of 8" and a flow depth of 1.68", the length of
curb opening required is 0.80/0.16=5.0 feet for Sta 2+47 (conservative estimate for Basin #2
as well). This means that a 5.0' curb i.nlet will handle 0.80 cfs on basin #1. The remaining
0.80 cfs can be handled similarly in another 5.0' curb inlet at Sta 0+80.89.
All four curb inlets shall be sized to 5.0' in length.
L
. • .
ri 1.0 I I Z
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.7
5
.t ~ IN,
~ - ' 0r 4
~ .S
J;
~c i Z +
5 .08
=
.06 < I .3
. O ~
0
0 04 < I._
- 2.s . L 3 I .2s
• - .2 c:
, < ~ _ c I
. ~ .02 - ~ ~-.z
~ ui
C 0
•L (
2 C
U
.IS- .01 J !5
~ . C .
C ~
L ~ .
• ' ~ T
_ ~ - • a . . . . . , i~+., _
H T.
H CURB
r LOCaL OEPRESSrON (c)
C -
Q
~ ~ .
' ~•z NOMOGRAPH FOR CAPAC(TY OF CURB
euRFau oF PueLic Roaos OPENING INLETS AT LOW POINTS
. D1YIS10N 'TwO, WASHING?ON. O.C.
a"-. ~
' F! GURE i?
. 6-41
13
~ • : .._.^,«~V• . . .-~~~'.~~~,.-~~1;± . ,~'~~'~i•.~:`y~..,::. •
~ a • . . i~~`'~I~• , •T~ ..t~'. ' . . . . . ~
. . . . ' , -^'•c.1.~• •'.5 - . . . ~ . • . ' ' . .
• ~ . . . . ~ " . • . . . . • ~
• " ~I.~ _ . • . ~
. . ' - - ' . ' . , . . ~
. • • = _ . . . . ~TABLEj:l-• ";t ~ ' ~ . . _ _
. . . . . . - - . - . - , . _ . . . -
• ~ ~ _ R
RUNOFF COEPPICIENTS- FO~ ~STORM SEWERS ROLLZNG . -HILLY-
. ~ ~ _ . . FLAT 2X - lOX .-OVER 1OX
~ Paveoent and Roofs . . . . . . . . . . . . . 0.90 0.90 0.90
£arth Shoulders . . . . . . . . . . . . . . . 0.50 0.50 0.50
'
Drives and -:.Wa1ks ' : . . _ . . . . . . . . . . . ~ 0.75 0. 80 U*. 85
Gravel Pavement . . . . . . . . . . . . . . . 0.50 0.55 0.60
Cit;• Business -Areas . . . . . . . . . . . . . r~. ,4t~ 0.85 0.85
~
~ac,-:s , Sandy Soil . • • • - • • . . . . • . . 0.10 0.15 0.20 Heavy Sozl . . . . . . . . . . . . . . . 0.17 0.22 0.35 -
.j
GTass Shoulders . . . . . . . . . . . . . . . 0.25 0.25 0.25
. _ _
Side Slopes, Earth . . . . . . . . . . . . . . 0.60 0.60 0.60
~S
S:ce Slooes, Turf . . . . . . . . . . . . . . 0.310 0.30 0.30
3
_
'!zd_an Areas, Tur--'- . . . . . . . . . . . . . . 0.25 0.30 U.3U
=_~'ate~ Lanc, CIa;- and Lcz_ . . . . . . . . 0.50 0.55 u. bU
I.ar.C, Sz::d a:id G_av>> . . . . . . . U.3U 0.35 '
t .
0 0. 7U 4. 8U ~
- ?-cuz..rial Areas, i.._;hi- . . . . . . . . . . . .
!',:...zFJ.Bl .'-~I'ccS , i_EcV;' . . . . . . . , . . . 'L.'. ~Q 0.80 U. QV -
~
~ ?_=r.:: and CeMetaries . . . . . . . . . . . . . t: 10 0. i-5 0.25
~
a, ounds . . . . . . . . . . . . . . . . . 0.20 0.25 0.30
,
. . . . . . . . . . . . . 1.
~ ~~ooc=znd and }oresis '~10 ~.1~ 0.20
and Pasture !,--na . . . . . . . . . . . i1.25 0.30 0.35 -
~ x -v x
~ .
~ cSI.NGLL FA-M 1LY P,_; T D" \TI: L =
- r
" (Dwe? ling tinit/Gross A.cre) '
(Sandy and Grav~" 1-y Soil) ~
0-1.0 ~:i /Gy . . . . . . . . U.15 -
.
. 1. 0-1• 5 Jv/GA . . . . . . . . . . 0.20
~ 1. j-3. U f:j /GA . . . . . . . . . . U. 2j -
~
3. G-3. 5 DU/GA . . . . . . - . . . 0.30
3. S-4. U DU/GA . . . . . . . . o . 0.35
- "
~Y
4.0-6. U DU/GA . . . . . . . . . . 0.40
•J~
6. U-9. U DU/GA . . . . . . . . . ~ 0.60
~ 9. 0-15- U DU/GA . . . . . . . . . . 0.70
.
•F
. ~
- ►i
*Assumes flat ].ot plus one-half width oi abutting street. Other configurations
~ should be checked by combining individual runoEf factors tor each various surface.
• 11
w....i
Dace 4/4/84 ~
TABLE 1 •y
6 _2 14 _
~ _
~ . I., a~ ' ~Z I ( ' ~ • f••~}i.~rn+l [I'j,1~~~ i,•I. ~ . . i' ; j , • ~ . ~ I
~r 1 . ' . ~ 1 1 I . i 1 ~ I i i . ~ ~ I j ~ ~ • 1 ~
1 1 I I 'I I
►
~ - , .
7 7~___,...
,
I~~'}l~ . • ~ ~
( . AIC~vi~~_"I-~
- . ' , ~ _ . _ ' - - - _ -r-~_ _ _i._ ~
~ i-.{ r~- '-I..~-~~^I-'_'~_ ____--_I-._-_~~ ~ t I
J7 ,,/yy~~y
~'((~~'i
'6 - .~T~ ~~C~/ I,S I ly~ - -L~%'J l U_ _(J._~ .l-~~ f L~_ ~ - - i ~ r
_.J_ "~J
. . ---.----T ~ ~ ~ . J
~ ~ i ~ I - -•---I--__J_-_--_--. ,...~---------'---i-~____i_.I ~ ' ~ ~ ~ ' _ . i i ...1
~ _ '_I..;..t._..._---~- - - ~ ' ' i--
~ i. ,
i ~ ..~.--~I~ .J_-----
~
- ~ _
I i ~1_. _ _I' -r•1- - •~-I"~-j-i
i ~ ~ , i__I... _-I__------ - ' 1
, _ _ •i• _~_'_-•-~--•_.I_ ..I,.~_'. _ _I._I• -•I--------•--I_--_______ _ - -
_FFFr
I 1 I rl ' ~ -•-~-~---•I----~------- ~
' ~ ` - . _ ~I:: l::~ ~ _ _ _ _ _ - - - - - - -
~ _ ~i. _ - - - -i _ -1
TE + --i•
~
-1-
T ~ ~ -I. c ' r i_ ' ; ; ..i.~-l. . ~,..i . _ ~ • -~-i- I - ~ ~
~ i ~ + I I ' .~._i. ._1 . J ~ ~ ~ ~
-~•-i ~ j•-~-i-' .l._I_. ...I._l_-~ ~ _ I__-_.~ ~
, -
~ i ~_ti_ .__.I~..._~.._ ._~_'.i~ _i~~__T ~ I
~
_ _ . I . . ' . I . . . . ~ ~ .I., I. I. , . _ _ . _ . ~I _ - -
I - - , ..,-I~ ' ~ ,I• ; , s_~~_ _ _
3 ---44--~1_
~ ~ 1 ~ T - - ~ i /p' =N'_.~._~_,_ i_ _ I..,_., I ...,_I._~._.~.- ~-i- _ _ ~ _ ~ i
~ ~ - - - ~
~ -I • ~ _ ~ _
~ , - - - - - • - - . . . . _ _ i. . : - - - - - _ - - ~ ~ .L
~ ~ , ' I - - .f~ I! "~l'ia✓.'_I_I. . I, I i '
. ► ~ ! - _ , . -•--.`I_...... _yl..._-•------~----~_,.
-z.
, , ~ . _ ,
=~-T=-=~1_==--;---l-1-r~
_ - ~
- -r-- _
- - _
y _ _ .........................._...__..__E_~-... _
.J - . ............~_I..... •
~ _ ..I ~._...~_...._....~..I_ ~'T~ ^i
••I .I._,...~.~. ~ _ 1
/ _a F _ _ ~ y. - - - _ ~ - - - ^i~ _ _ - -~'-'1-• - - - • ~ - ~
~ 'G~ --7-- y-'~ ~~a ...I._. - ! _ ~
_ _
-l'~
I=-__-_
~ :~.~-i- :►-~.~,:~i: . ~ ~ ;
- . . , ,~•f I!
~ , r- _ _ „_.j _ . . . -.I... . . . .I ~ ; I ~ ~ , ~ :
zvy.
ZD .~O • :fO !i(~ (~'D '70 fI0 90 /00
J~
(J1
~ - ' .1....~I. ~ . ~ " • ~ . . '.i~ iG~=• .~i~ _ . ~ . . _ . • • Y r~ • • - • • ~
.,---y:•-
~ ~ r
o . • . S
- - ' . ~
I ~ • ~ . -
1 - ~
• ' ~ : . ~
; I :Y,': . - • I . . - ~1,~ ~ . . - 2.0 ~
; . f _ , . ,
. .
• _ , tov.r~o~: ••a~~17i~ •
. ' w H•Owr~Cff COt7/iCKrT Ir J0 ,
. ' ~~~~Q
9000 /MVl♦ ♦I'It Oo 11iLtt TO
' , . .6000 MTTO.~ o.'GM...(l .08' 1.0
• '
. • • ~ • 7000 + •s .cw~oc.i o~ c~o~s uo.c _
6000 .c►c•c•cc••.t. r.occca•os IS•a: .07 .
' r~at rf0, tov~T~oa t~~l ' .80
- ~ 5000 F.Oe
- 4000 ~ 1 •
70
FXALPLE fstt o•s•to .1-tsl `-.CS
l00 ~ Ir - .6 0
~ 3000 ~ 71o t • _ - -
8 \ L=•
~/n • ~io0 ~ .50
~ n • .ai 30 L.L '
~ 2000 i. orz U 20 i LL
% .40
r..o, o • zo c► -.C•3 -
0 j Z - -
- -
t.30
- • • , • _
iooo - ^ : '
soo Z__ ` •~2 ~ .
800
~ 700
.7 ~ 600 .20 .
500 =1 i ' I
- ~ r :.oo = w
; I ws- RUcT,o,s f ~Z
= Q L 300 w
.~r s:o•c cs, Q .o: z ~ '
; ~ . •c: 2/f% I,:10
ry r ; , ' ~ ~
LL. r
ZCv ' :t•r.lsi r~.st r.- . :S ~uS~ V - " Q ' :7 ~ -.IO ¢
L
~ LLi
. c c sa:..:,~., Cl- F
y - t ~ . ro• s-•:.e~. - -.G~35 ly,~ -.08
1~ - ~ w~. 0 7
- ~ L loo
- 90 ;4 ° r .os
L so I ~
~ 70 i ' L"l
ii
a.i 0~ .05
F 60 i .~r.. ~ 211.
~ 50 i ~ :a ac*c•-r ~ ~ J CO ~ .
.04
'
' as:~nrct ~ ;
40 - ...~.c T. c:
30 ,i.r. a ,o• ror.~ o~sc-.•cc t .002 ~ .03
~ ! ~ • _
~ (~f~~C KC'c~9r o. [r(• V3C •OMO~~~►.. f0
1
~ ,((~fY/K i• 1A S~~TICM / /0~ Q~►:• ~ ~ ~RS:
r 20 _
~i1 ' ; rs1 ~ ,
-.02
~ , . ~ - ' , 4. :
. CO~►O'Y+C S(G1iC•~ - ° ~ • ;
0 lLJ
ro..io. ~+•vcrio, ~ ~ ~
~ iQ 'o o.t... , a-' i - .~c~
~
stcr,o. _ .»u.co • 1.14 _IV a
ioR ~ i
)lOi( •✓.O 1, •r0 OCrTN d'. TMC~ ?r • '7~ • O' . , i
.01 -
- 7
~ - ~ NOMOGRaPH FOR FLOw
1N TRIANGULAR CHANNELS
. ~
~ 6-42
16 ~t
+ .
- •
COeZ1iCienE-z (.M;int;lt1g*:
Sheet flOw
~a .
~
. . ....'.:'2:C. i:~ i ~:i't..:. C:.
~ .'G. ~ . . . . . . . . . . . . . . . . . . . . . . . . . . . l~• • "
. . . . . . C).
Ci.:GiC~_
~'~_?~li: ::l~• : ~ ~~O~f . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . .
G:- •
. . . . O._.
~Cfl~C ` c. . . . . . . . . . . . . . . . . . . . . . . . . . . .
DerRZUL'sC''r::.:: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0. ~ -
Range (na:lir"'.i) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0.1 J
. Wood.S.'
~ . Light underoc-ic-n . . . . . . . . . . . . 0.40
Dense underoru:sh . . . . . . . . . . . . . . . . . . 0.11:~j
• 1The nvalues are a camposite of inforniatian compt7ed by Engrnan •
' (1~,,~ba. : . , • " . .
=Indudes speaes fmch as wecping lovegr-.~as; bluegrasa, buMlo
, griss, blue gruru grsss, and nati%•e gnsa mixtures:" ~
=Wheu selecting a eonsider co~•er.ta 'a heigfit of abouL~0.1 fL nLs
is the only part of ttx plant cover t.}iat K-ffl obsUuct aheet flow•.
' (210-VI-TR-55, Second Ed., June 1386) ~ 3.-C-
17
- , ~
. R1CH AVENUE GRADING SHEET
STATION C1L ELEV EP ELEV OISTANCE EXiST1NG SAW CUT SLOPE 70 PROPOSED Fl0'W IINE X-SLOPE STREET
C/l TO EP X-SLOPE 15 EP ELEV CENTERLINE? TOP OF CllR6 ELEV CUT TO FL GRADE
• 0 I 99.30 I MATCH I MATCH I MATCli MATCN I NA 99.65 I MATCH I MATCH I 0.38°b
so I 100.10 ( 99.40 I 16.00 I-4.4% I 99.44 I NO 99.84 ! 99.34 2.1°h I 1.92°,b
100 ~ 100•40 ~ 100.40 I 16.00 0.0% ' 100.40 IEVEL 100.8 1 100.3 2.0 °h ~ 2.18°,G
~ 150 ~ 101.40 101.50 ~ 16.00 0.6% 101.49 I YES 101.89 I 101.39 2.1 °.6 ~ 3.58% ~
200 ~ 103.00 103.30 i, 16.00 1.996 I 103.28 ~ YES I 103.68 I 103.18 I 2.0% ~ 5.44% {
250 ~ 106.00 ~ 106.20 I 16.00 1.3°,6 I 106.19 ~ YES I 106.4 I 105.9 1 5.7°.b
MATCN PHASE 1 CURBlNG AT STATION 2;53.14
~
s.
~
~
~
~
~
S
~e
. . ~ ,soe ZZ7
SHEET NO. J OF
WYATT-JAYKIM ENGINEERS C;,LCUlA7E0SY oATE
LEWISTQN, IDAHO 83501
SPOKANE, WASHINGTON 99201 CHECKED 8Y OATE
SCAI F '
. . . . . . .Gr/ D ^ , ~ ~ ~G.-..~ - 74-el,-4s Co.~
, ~
Q 7 ~ lC~'as c ~
, - ~ Z ~S'~ ~ ~ E ~
~
_ / ~ Cjbv i~~'C 'r_ ~ •
~
,
^r7-1 A 6 L`. L - _ ~ O 0,00
.
i
0 A c1 L~ L
i
r _ • I c
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d'0:;~
LrL - ~ 1
C Z.[; : St• ~,Cror S'ueui :OS~ t ~?a~^~ ~~/,LnC.GiotakMnt 01471. To firdn P►K1hE ~Rll Fa:° I 9Lt~i:S o:l.x~
. r ~
3820 E sromdvray Spokano, Washlnpion 44M
~
budinger & associates
gEOtEC~~►icG~ k~ m,cteriai en inE~~~
g
7A.:t T-Rk4SXITTAL FOR►`i DATE 3
:
. /1
~=.L 3 a S -s/ 3 ~
r f
!i t'r 1~~f~r,.~
"-;i.'J:VGER s y5SLCI3'''ES
-:..1 :'i (504) 51 ~3 -?5VA °
,
T_u :I (509) i J J-Jg4 1
n' rAGEc :`iCL:MT.N4G r'':; COV:7!.
=ase cal:. if an-v rages arQ 4r it vou :^ave euesrians.
. ~ . .
= n.ank 7ou'.
'
(S09) 535-88s1 F,C. 3udlnper PE
Stecren 0. 9urchett EIT
1
; .
~ C,4 T
' ~
°
°
~a,-
~ ~ p , . ~ • r 1 ~
V,~
4
~
~
~ :4}. ~ ~ ' • ` • ~ ' 1 , . . ~ ~ i• ~ ~ ~
~ a n
~ , . . . } • ' ' J ~ h
. ~ ~c 1 I b S
. ' ' ~ - " ly 1 ~ ~
~
14
S °
c4
sx
a~
6~Y
t~n
3 JCp-
Src=-i AJO ~ OF
- WYATT-JAYKIM ENGINEERS Cl.:-CULATEOBY-,~5r-"e- DATE
LEWiSTON, iDAHO 83501
SPOKANE, WASHINGTON 99201 C1~:=CKED BY DATE
SC:+LF
~l'.~.C,~ i~ ~ d ~ ~ C46 . . .
~~s.~,.~ . , ~ ~ = 3 d . . .
. ~
T" Z v o Z
~
~
A-21- 4r-
, ~ .
o)2 zda
yoo ~ 3 .5 C?oc~>
,
. ,
~ -x
~r-' C, r C,;,,' ~"l' ~ ~ "
/ ~
-
c~l Y!c.~ rvriwn I.%fn"/_ iK r.,~ u,.. nW1 r,,nOpi cti'aE :c., c;c: ;:it2?5-6330
Uciign ecmtrcils--nnssin ~ si ~ht di~tsincc. I c,~i ~1luc~s c~l'cr ~ ~
~ ~ ) i: c, l vcrliral
curves fut passinb sight c(islancc dii'icr fruin (husc li►r a1u~~~~in~; sibhc clis(;iiicu Ilic ~fil'ic•ully nl' I~i~~iii~; Ili~ rcc~uircil I«nt; vcrlir,il curvcs (u the Icrr,iin, parlic-
because of the different height criterion. The general formulas I and 2 a ( ul~~rly li~r hi~li-~~~ceel r~acls. I';~s~inb si~l~t clisi;~nce un crese vertical curvcs
bue the 4.25-(t height of object resules in the follo~vinb specific formula5~v 1i nlaY 17e I'casible on roadti wieh an unusual combination of Iow design speed
the same terms as above: ; ancl bc»(lc graefes or hib}icr detiign specds with very small algebraic differ-
, cnccs in br;~clcs. Ordinarily, passing sibht distancc it provided only at places
11'hen ti is Icss chan L. I. ~ AS' ' whcrc rnnihin,~lic~ns ~rl' alincn7cnl cincl ~~rc~f'ilc cl~~ nc~( rcyuirc the usc ~~f crest
3,U~I3 ~S~ ~ vcrlic,il cin-vcs.
lYhcn S is grcatcr Ihvi L. L=?s - 3,091
r\
Fur nunimum ))assinb sibht dis(anccs, 'lhhlc Ifl-S, flic rcquirc(l Icnglfis ul' Sag Vcrtic:al Curvcs;;
cres( vertical curves are subscantially Jongcr lhac tlu►sc fiir s1opping sibhl elis- a
eances. The extene of difference is evident by thc values of K, c~r Icnbeh of ver- At Ica~~ li~ur clil~lcrcnt cri~cri.~ IUP Cllahlitihinb Icnb~hs of tia6 vcrtical
cical curvc pcr pcrccnc changc in A, fornassinb tiigl~c dis~ancc` shown in ~;ihlc ~ c~~r`'~'"a~~e''ecc~gnizccl lo sc~mc cxtcnt. 'fhctic s~rc (1) hcadlight sight dititancc,
III•~! I, 1'hrse Ien ~ b~h~ nrc 7~n ? ~ (2) ricler cc~mf~~rt, (3) drain~ibe conlrol, ancl (4) a rlile-of-thurnb 1'or general
1 Itntes Ihc Irnglli` nL:crss:iry
sight distances.
Generally, it is impraetieable eo tlesign erese vereical curves lo provide for l-Ieacllight sibi►t disUincc has becn uscd clirectly by suinc aulhurilics and fur
i, ; he most part is llie basis for detcrmming the length of sight distance used
passing sighe distance because of liigh cosl whcrc crclt culs ,ire involved and '
herein. When a vehicle traverses a sag vertical curve at night, the portion of
~ liighway lighecel ;ihe,icl iti clePendene cm (hc pnsi►ion of the headlights and the
dircclicm ofIlic lighl hc;im. (icncral usc is hcing givcn co a hcadlight hcight nf
A1inilnun► I'ns~in}~ It:ilr 2.0 li ;uu( ;i I" upw;ircl clivcrgcncc nl' Ihc light hc;ii» frum the Itmbilutlintil axis
Ucsign Sit.' 'Ill UItil7ltll'C+ Vcrlir:il (:ur1':1liirc, K,"
iif Ihc vclliclc, 'I'lie u1iw;ircl spncrid Of Ilic li);l)l hcan► providcs somc additiuna!
tipeed Roundcd fcir Uesign ltotnidecl ('ar Iksi};►t visihlc Icng(h bu! Ihiti iti bcncrally ibnurcd. 'I'hc liolluwinb formulati sh~~w the
(mph) (ft) fleng(h (ft) IWr p<<rccnf ol'r1) S, I., ,ind A rclalic>n, using S;is Ilic ditilancc hccwccn lhc vchiclc and point
20 whcrc lhc I",uq;lc 0 liglit ray inlu:sccls Ihc surfacc of (hc rcfadway;
h(}U 2I(1 '
25
30 950 30(1 W
Whcn S is Icss lhan I,I'. (7)
1,100 4U0 ' 400 •I- 3.5S
15
1,300 SS(1
aU I,5(~ 71~~ Whcn S is grealer than L, 'L = 2S _ 400 -h 3.SS (g)
45 n
1,650 890 ;1
Sn 1,800 1,050 '1 ~ whcrc: f, = Icnbth of'sag vcrlical curvc, ft;
SS 1,950 1,230 S= libhk bcam distancc, f'l; and
('fl I(Kl I ,4.10 ~ A ~ algchr,iic clifl'crcncc in gradcti, pcrrcnt.
65 1,300 I.720 ` Fc►r uvcrIll sal,dy om highways, u s,ig vcrlic:,il curvc shuulcl bc Ionb cnou6h
70 2,5(Kl . 2,030 so lhal lhc ligli( hcauii dislauicc iti ncarly the s,iinc as the stoppinb sibht dis-
~ : lancc. Accurdingly, il is pcrlincnl lu usc stoppinb ditilanccs for diftcrcnt
"Computcd from rounded valucs of minimum passin5 sighl (listancc. dcsign spccciti as the S valuc in thc ahovc fi~rmulas. 'fhc resulting Icngths of
'vcrtical curvcs (or the uppcr valuc of the rangc nf stopping sight distances for
Table III-41. Des(gn controls tor crest vertical curves cach (Ictiig,n spcctl arc tih«w) in l-iguic II1-43 wich solid lincs using roundcd K
v~ilucs ;is w;is ~Ic~iic li~r crcs( vcrlical ciu-vcs ;iiu( thc clc~(lcd linc for K=$4.2
`based on passing sight distance.
hcing ail unr0undCcl valuc liir 45 niph lor co~iuparisnn. ('igurc f f I-44 providcs
~
oa .
,
292 i1A,S11'1'!1 (;rr~r~irlrrr'I)~•.c~rri ~,f lli,~hn~i~',~ rui~l,ti'~rrr~a lJ~inc•u1,~ ~~/'1)r•si,~~i ?y;
, o v;ilucs li►r small v;ilucs ~~f A, I~ul lhc diffcrcnccs arc nal significant. "!'ablc
q. " III-I2 shuwti lhc ranbc ol' cumpulcd valucs and Ihc roundcd valucs of K
.
"clcclccl ;Iz dcsibn a►ntrulti. 'I'hc Icngtliti oC siib vcrtical curvcs on thc basis of
-q,~`~~ W m Ilic clctiiZ;n spcccl valucs of' K;ire shuwn hy lhc solid lincs in Fiburc 111-43. lt is
lu hc cinphasi•r.ed thal Ihcsc laiglhs aI'C IllIIlllllUfll VaIUCS baSC(I Ofl dCtil1?tl
16- spccd; Ioiigcr rtn-vcs arc clesircd w-hcrcvcr fcasiblc, but specicil aUcntion to
3 drtin;igc iuusI hc czcrcisc(l wlicrc .i K valuc in cxcctis of 167 is uscd.
o
I Nliniuiuni Irn),lhs ()f vrrlir,i l rut vcs lor HaI gr;itlicnls ;ilzo tirc rccugnizrd .
lur s;ig romdifiuiis. 'I'lu a;ilucs clclcrniiuccl lur crcsI cuntlilitnts appx:ar tu he )
-
~ rr \ --m--W > i ge~~e~•;tlly tiuilablc li~r s;igs. (~cngths ol'sag vcrtical curves, sho~vn as ~~erlical /
:3 lincs in Figurc III-43, zire cqual to 3 times the design speed.
~ o N S;ig vcrtical ciirvcs sh~~rccr ch~in chc Icngths computcd from Tablc 1I1-42
o ~
i6
m,iy he jtisIil'iccl lor cccmomic rcasuns in ca5es where an existing element,
o ~ such as ;i sIruc~urc nc~t rcacly for rcplaccmcnt, conlrols thc vertical profilc. In
> cu'I;iiii ciscs r;ini~~ti iu~iy altic► bc (Icsignccl wilh shc~rtcr sag vcrtical curvcs.
w Q► I~ixc~l suurcc libhtiiib is tlcsir;ihlc in lhcsc cascs. far strccl dcsign, snmc cngi-
~o
° ~ nccrs accc~~I (Ictiign c~f a`,ig c►rcrcsi whcrc A iti ahout I pcrccnl or Icss wilhout
o ;1 (rn~;lli c~l'calciil~ilccl vcrlir;il ~•urv~•. I I)wcvcr, ('iclcl mo~tlific.ilitins cluring am-
A
' sli uriinn utiir,illy icsull in cm1x1ru0mg Ilic cyuivalcnt lo ,i vcrlicul curvc, cvcii
rr \ N
c p , if sluml.
L
G~ ~ . . . . . p r-
or \ o O
c- [
°r • , 4~ ~ ~ \ o c
oe
CY ~ A
. .n ~.~tiiiiiied ltuppig Sighl It.Nc uf 1'ertical Curvalure, K
Uesign Speccl for Cacflicient Uislance (lenglh (ft) per percent of A)
tipccd Cunclilinn ol' I-riclinn Ilpimdcd fnr Houndcd for
a
m w N o ? (111141) (uiph) f Ucsign (fl) Cnmpulcd' UesiRn
~ ?II 20-20 0.40 125-125 14.7•14.7 20•20
(Jua:mad) b saPei9 u1 a:)uajajjjQ :)tpj•jaulV LL 'S 24 •25 0.38 I50•150 21.7•23.5 30-30
:ill 28-30 0.35 200-2(NI 10.8-35.3 40•40
.SS 32.35 0.311 ,?S.?SU 40.8-48.6 50-50
40 16•40 0.12 275-325 53.4•65.6 60•70
45 40-45 0,11 325•400 67.0-84.2 10-90
SO 44•50 0.311 400•475 82,5•105.6 90•110
~ 55 dH-SS 11.7f1 450•550 97,6-120J I00-I30
W u ,5! Idl 11„5?5,(05(I I I(,,7•IS1.4 I:0•I60
;1ti y (I.:') i>II•'!?ti I11,9•178.0 I!U-IKII
i 7n 58-7u 0.21 625-850 I d7,7-? 11.1 I Su•?2f1
~ ''U~in~; r~mputcd ~:ilur> uf ~iu~~~nng ~ighl di~t;mic.
4S f
i
~ Table III-42. Design controls for sag vertical curves based on
i
r . , stopping sight dlstance.
ENGINEER'S REVIEW SHEET
BLDG. PERMIT # -or -FILE# SP=938a-,
Related File # ( P-1683)
Date to Review 2-8-94 Time #
T)ate to AA & DR Time Date Received 1-25-94
Project Name SINGLE RESIDENCE No. Lots 3 No.Acres 1
Section - Township - Range
SITE ADDRESS W McDONALD/N RICH . PARCEL # 03542-9051
Applicant's Name MICHAEL E HARRIS Phone # 891-6777
Address 4407 N McDONALll RD-SPOKANE WA 99216 Work #
Date Conditions mailed ~ - Z
Contact person Phone #
FLOOD ZONE d NO W4 S 1 SCHOOL 361
Engineer / Surveyor's / Architect's Name SARA MARKS
WYATT, JAYKIM ENGINEERS
1801 W BROADWAY #110
SPOKANE WA 99201
328-5139
Planning Contact Person JOHN TODll Phone # 456-2205
Date Submitted Description Initials
,
5 / c.~ /9-f AGREEMENT TO PAY FEES OR PRIORII'Y FEE COMPLETED & COPY TO A.CC017NTIN(§-
v FINAL PLAT FEES COMPLETED & COPY TO ACCOUNTING
~
NOTICE TO PUBLIC # 1 3 4 6 COMPLETED - OR NEEDS TO BE SIGNED
DESIGN DEVIATION SUBMITTED
ALTERATION TO PLAT - BLOCKS & LOTS
HEARING FXAM _APPROVCD _DENIED-_APPEALED BBC / PROJECT _A1'PROVED _DENIED
C0AtfN `t
4- 2Co 4 ~ , . .
/ n! I
S 4 - ~ ~ CoW. .n P in
T ~
7 ~s
l ~iA~sfAii1.~Y21f/F-;,~` ^•Fy'~ (_,?A°7'3C.12_ ~-7 ~ l~$ i ~ e'',L\afcl.~i~C►•. ,?:'1 `Ff J ~ -f~ L,~ ~
- ~ i
f a G I (l1 ~ ~iO la~ C-V
~
/
PJIAT NAME , -314 J
No. ,
51'A1'1ST1CS llATE
Plat Clieck Fee -4 ~~eecr, P
Number of Lots ~3
Road Miles (New) 4~114
'l'otal Area ~
MAP
Nortli Arrow ~
Scale
~
Lep-eiid ~d M G. 4
Proccdures & Equipmeut
Basis oF l3earings 45> `
~QK1c- e
r , ' op
Plat Locatiou Bv Pritle -
Official Sinature Blocks ~
Survevors CertiGcate
ltoad Names
Road Widlhs
Adiacent Area
Lot & l3lock Nuiiibers
R/W Dedication ciesiQnatecl ~14,
1 Faot Slrius N ~
3RPS oti GLO Coruers
Tract X
/A
Lot Areas ~
f3ench Mark N/
Closure ~
1?EDICATI(1N ~
,
Description (1'o Map)
I7cscription (7 o Cert) -
Owners ~
~
Certificate to Plat j C,ieed~ ww
1 Fool Strips j/ /a..
itll) - CPR Statenient (J^~
Access Proliibited A)M
R/W Dedication
DrainaQe LanQuape
Flood Insurance
Storniwaler Managemeiit
~ .
208 Boncis -$1,U00.00 ea 208 1'LANS A!'YItOVEll
Private kaad lloc. #'s
Private Road Warning ~a
Road I'lans
Bond Road Impro AN&
Signed By Eiigineer / d /po LD I-
kU\Rplathstxk
• r
: TRANSAMERICA TITLE INSURANCE COMPANY
720 NORTH ARGONNE
SPOKANE, WASHINGTON 99212
(509) 922-2222/FAX 926-1519
PREPARED FOR: Order No.: ME-184864M
MIKE HARRIS Certificate for Filinq Proposed:
N. 4407 McDONALD HARRIS SUBDIVISION PHASE I
cc: Spokane County Engineers
cc: Spokane County Planninq
cc: Wyatt-Jaykim Engineers
Charqe: $125.00
Tax: 10.00
2ND PLAT CERTIFICATE Total: $135.00
Effective Date: October 20, 1994 at 8:00 a.m.
In the matter of the subdivision to be submitted to Spokane County for
approval, this company has examined the records af the Spokane County
Auditor' s and C1Prk' s off ices, and the off ice of the Clerk of the United
States District Court holdinq terms in said county. This r_ertifir_ate is
made for the purpose herein specified, and is not to be used as a basis for
closiny any transaction. Liabilitv is limited to the amount paid for this
certif icate. From such examination, the companv hereby certifies the title
to the followinq described land, in said Spokane County, to wit:
Lot 1 in Block 1 of HARRIS SUBDIVISION PHASE 1, as per pl.at thereof
recorded in Volume 21 of Plats, page 76, filed December 22, 1993,
located in a portion of Government Lot 3, Section 3, Township 25 North,
Ranqe 44 East, Willamette Meridian;
Situate in the County af Spokane, State of Washinqton.
VESTED IN:
MICHAEL ETHaN HARRIS and LIDA ROSE HARRI , husband and wife.
EXCEPTIONS: 1. Taxes and assessments, if any, no searrh havinq been made thereof, as
to Parcel No. 45032.9051.
Parcel numbers are provided from the latest Assessor's Maps available
to the companv. Said parcel numbers are not a matter of the public
record therefor, the compan_y makes no assurance as to validity or
accuracy relatinq thereto.
2. Liability to future assessments by Trentwood Irra..qat_,i.Qn__Di_strict No.
3.
t~
ti
pa q e 1 o f 3 ' OCT 26 1994
G i
,
Order No.: ~-IE-184864M
3. Restrictions imposed by instrument recorded on Januar_y 20, 1917, under
Recordinq No. 734478A, as follows:
The district reserves all existinq riqhts of way and easements over and
across said premises, and also the riqht at an_y and all times to upon
said premises, or any part thereof, for the purpose of constructinq,
operatinq and ma intaining cana s, ditches, f lumes or pipe 1 ines , which
shall by the Board of Directors of said district be deemed necessary
in the operation of its irrigation system.
4. EASEMENT AND THE TERMS AND CONDITIONS THEREOF:
GRANTEE: The Washinqton Water Power Companv,
a corporation
PURPOSE: The riaht to erect, construct,
reconstruct and maintain an eJ.ectric
and natural qas, distribution lines
AREA AFEECTED: As the S. 10 ft., thereof and a 10
ft., wide strip 1 yinq 5 f t. W., of
and parallel to the W. right of way
of McDonald Rd., thereof
DATED: December 20, 1993
RECORDED: December 21, 1993
RECORDING NO.: 9312210263
5. Restrictions, buildinq set-back lines, slope riqhts, recitals,
dedications and easements as disclosed by the recorded plat of Harris
Subdivision Phase One.
6. TITLE NOTICE AND THE TERMS AND CONDITIONS THEREOF:
GIVEN BY: Spokane Count_y Planninq Department
REGARDING: Land Use Requlation Action File No.
PE 1683-92
DATED: December 22, 1993
RECORDED: December 22, 1993
RECORDING NO.: 9312220523
paqe 2 of 3 1
.
Order No. : yE-184864r1
7. DEED OE TRUST AND THE TERMS AND COIVDITIONS THEREOF:
GRANTOR: Michael Ethan Harris and Lida Rose
Harris, husband and wife
TRUSTEE: Spokane County Title Company, a
corpora
BENEFICIARY: iam Henry Albach and Evelyn
Elizabeth Albach, husband and wife
ORIGINAL AMOUNT: , . ~
DATED: September 14, 1992
RECORDED: September 16, 1992
RECORDIVG NO.: 9209160341
RE-RECORDED: October 29, 1992
RE-RECORDING NO.: 9210290641
AFFECTS: This and other property
8. Potential liability for assessments levied bv Spokane County Utilitv
Department for the Aquifer Protection Area. To verify, call 458-2538.
In order to make payment, account number is necessary.
TRANSAMERICA TITLE INSDRANCE COMPANY
f''~~: ~ r/ " ~
'_/gy ~-Micki Erwin, Title Officer
ENCLOSURES: Sketch
md
paqe 3 of 3
. c
• DEDICATION HARRIS, 3DIV.ISION PHASE ONE • 1 of 2
51,f~XGt r0 RES,EQVAtIONS OF REGORD A5 GONTl111~El7 IN SPOICAAF C.O(NTY
A(,O I rOR'S F I LF N,UMR S' 56 7J `i7 M0 73-4 478ti
7}--' PL/ITTUR(51 DO FOUHY DEDfGATE TO 5PG'KI1W GOl.tJT'Y, Ft;R PttX.1G (15E
, FOREVER. T~f FIVE FOOr WIGE S TR 1P ALONG W-QOWLD S TREFT. T06E7F CR W( 7H 7~ E
, ARFA L YlIJG 5DUnF_15 TERL T OF 7}-f 20 RAD IUS LOGATED A T 7}-f 5OU7}fJ15T GORIEK
OF LOT L BLOGJC t AS RI&+-iT Of= WnY FC?K ROAD PWOSES /15 5~10WN tiEKEOR
~
U(ILITY E~ISEMNTS ARE r9REL3Y &R~WED 70 T}-6 SERVING UT1L1T7
C.ORI'A/11E5 OyER A TEN FDOr WIOE SFRlP LY1NG 5 FEE'f WEST OF MD
PARAlLFL TO RL WES T R 1C+iT OF WA Y OF W-DOWLD ROAD.
l RO/1D IJ.pROVEI.EWT DISTRIGT •
71-E OWNERfS) OR 5tX.GF55UR151 IN lNTEREST AGREE TO AUT3-iC;R1ZE THE
GOU4fY TO PL.AC.E T}-EIR NAKE15) ON A PET1710N FOR Rit' FORbU1TION OF A .
P.011D IM13'90VEJAENT 0151RIGT (RID) BY T}E PE7ITION hE'TH00 P1,95UMIT TO
GWTER 36.88 RGW, 4YFi1Ui PE7lTION INGLLOES TFE OWT"(51' PRnPERTY.
ND FL'RT}-IER h1a7 TO DBXGT, BY 7I-E 516NIN6 OF ti BAl..LOT, TO T~L
FO(LMATION OF AN RID BY Tt-L RE50LU7"fGW MLT}-iOD Pt95UNJT TO OUlP7ER
36.88 RGW. WNlGrt RFSQL(IrfCN 1TaU."5 T1-L OYYTERf51' PROPERTl'. IF /W
910 IS FOkAED BY Ef 1}-" T}-E PET1710N OR RESOLUT ION 1►EnfOO AS
f'ROVIOED FG'R IN U-iJIP°1ER 36.88 RGW, T}-E OYYNERIS) OK 511C,GE550R(5)
TI,R T3-LR AC7RF~-
(p nUAt T?-L l1.1'ROVEMEMt51 DR GCxbTRUGTION GONYE.1°'LATED W1774lN .
7}-iE PROPOSED RID 15 FE1515LE=
f?I YM7 TrE BETLF! TS 70 BE OER 1 VEO FR 01.1 Tf-E FOR1rlA rION OF TW
910 E+Y T}-L PRUPE.RTY I14GI..l,iOED THEKEIN. TOG£T}-lER WITH T}-E
IUrO,Ur OF iUlY C,O(,PfTY PAR7IG1PA7ION, EXC,FM THE G05T M0
E?Pt"}J56 CaF F OR1.lA Y I OS'J (aF nf R 10 : A~D
(3) T}-At THE PROPERTY WITN THE PROPOSED RrD 15 9JFFIGlENTLY
L~EYQ.OP£D. .
;
PROVlDOD fLRT}-i~X Tl-fN7 -T}i OW145R15) OR 51JGGE55OR(5) 9-{Ail R.EfAIN TFE
9I(4-lT. A5 Il1J7}-10RIZE0 I,&)ER RGW 36.68_090. TD 00.96t 70 /lNY
A55,E55MENff51 GW THE PROP'ER7Y A5 A RFSLLT OF T}-C itd'ROVIJMENTS
G1lLLED FOR IN GON.A.NGTION WITN Tt-E FORI►IATION OF AN R!D BY EITrL-"R
PET I T f ON OR RE SCX.IIT t ON 1&7r iOD t,t,DER Gt-1AP7ER 36.88 R G W. N0 TD
. AP'PE,kL TO T}-E St,PER 1 DR' LO(.R T 7}-E OEG I S 1 ON OF rF-E DOAeD OF C,O~
GOM+lISSJOWRS i1fFIUING `T}-f FINAL /155E55hL"NT ROL_!,
,
I r 15 FUe T3-" A GREED 7}-Ul t A 7 SUGN T IME A5 M 910 15 C,R£ATED ae I1NY
R OAD 11.1°'R O VQ.E?J1 PR OJEGT 15 SNJG t I ON~D b Y SPOKAAL C.OI,NTY, T}-LF
IM°ROVEJMET/TS REQUIRF.D (C,l". SfPEWALX. LRA1t,Ll6E GOh17ROL /ND PAYING)•
W ILL BE AT 7}-E SOi.F EMM5E OF T}-E l,rDf_R S 1 GNED 0 Wf ER(51. T}-E1R
~,LIR. 6KAN7EE5 N0 ASSIGNS WIh10UT PARTIGIPATIGYJ f5Y SPOKNNE C,OUKTY. '
7?-E RIO W/11VER 6OrIfAl1LD IN 7N15 A6RE54?JT 511At_i_ EXPIRF AFTER 7EN
(01 1'L1lR 5 FR O►.1 T}-E DA TE OF ExEGUf r ON bao w. HowEVER. 7?-E' O w1ER►51
OR SUC,USSOf'c(5) /►GRff 7Hrtt 1F 5A1D 9I0 WA1VER EaU'1RF5 W1T3-f0(Ir
- CavsrxcKrraN cr T~f REpU1RFD 1WROVEJMENI"5, 7}-L 04VNER(5) OR
5IJGGF5509I51 AGKEE TO GONSTRUGT TrL R£QUIRF_D 11"OVEMLNT5 AT REIR
OWN EXfET15E, PA1' TO SPOKAW C,0l,N7Y TFlE TH~N ESTII►UITQO G051 OF TW
REQVIRFD IWROYE?g~11`5 TO ENJlB{.F T}-L C,OI~fTY TO GOM°I.FTE T}-f SN►C. OR
, FLIRNisH nDOND oR omEx sCc.uRE W-n-tro wrrALDLE ro n-E Ca,frrY 6wr-rit.rr
UAY irx,iuOE TI-C E)TcurroN oF ANoh" RID wnlvEx ~&REDuarn
PRovroiNG FoR G1R 5EC,Ue1NG FO 7}-E C,OUlTY THE AG7UAL LONSTRUGTION OF
n-~ IWIRovE104r5.
Au. oF n-f KEpuiKEMErrrs oF rFris A6REEICx; srtALL Rt,N wrrH rF-E Lwo
IUV 9-1AL.L BE DIt,DING l,l°ON T}-tE O1rYtLR(51 TFE1R 51JGGE55OR(51 OR
A5516"5).' MIS PROVISION IS /1PPLIGABLE TO ROAD.
2 BtJILDI% SETDAUCS
SrDE YnRO M~:) RF..AR YARP SEMAGxS 51-LAt.L DE MER.MMED AY TF-f TIME
8(11L0lNG PEU175 ARF 9FQ(E57ED t,tsL.F55 T}i5E 5Ml1GJC5 ARE
5PEGIFlGAl1..Y DRAFTED ON 1N15 FIILIL PU1T. 7FL SE?DAGJCS 1FVIG/ITEO ON
~_-----"T1115 P1.A7 WlY BE VAKIED FR0M IF PROPER ZONI16 IIPPROV11L5 AKE
(,bTAMD. .
~ . J. PU~'•l_ IG WA 7ER 5 YS T'E1tS -
,
TFi Pt.MIG WATER 5Y57EJ4 PLRSUAN7 TO T}-E WATER Pl..M1 Ilf'PROVED BY
GaI,KrY A117 57ATE W-AL,TN AUT"IriES. THE LOGAL FIRE PROT'EGtlON
0157RILT. GOUrTY BUIL046 A?JD 5AFE7Y OEPAK7MEM lltD WA7ER PI.RYEI'OR. SW,LL t5E INSTAL.L.ED WI?NItJ 71•115 51.WIVI5IOfJ ~11D TF-L Af'P'[_IGMlT 91AL_!_
F'RovicE FcP, It,0IViDUAL POI.CST(G wArf-g sQevicE ns wFU As FrRE PROTEGYIOr/ TO EAU-1 LOr PRfOR TD nlE SAl..F GF EAGN LOT MD PRIOR
TO 1551JA1K.E Ur h MLD:1I,6 PMrt FaZ E.ACN LOT.
2 of 2
' Dedicatian Harris Subdivision
Phase one
~
~
t
P
FRIYA7E 1'VAT6Z 5Y5 T1a6
u~ ~ ~~VA-rC wa_Ls A~0 WArER 5r5M6 15 FzrxH«rr
t.DLir, CO,r~~CVc.N
Ccjqjr 5 r~. ~ ~~-r~.u~ Fc~e ~E6r)~r ro
FLrFLCg AKE:A wltX CCCj-6(-rICN 5MEM5.
6. aNy51rE 56WAc-E s rSIEM
- 5U~..CCT TO nFFLiCArION ~OVAt_. MV 155UAW-,E of- FEUrr5 ar
rr-6 W_A..n r cpFjc.Eg. -rHE u5~9 ff' AN ON= s1TE sEWAc 5r5rEV MAr ~
AU7"1ZED.
7. 1JTIL.1T'z' LMALr 1WKflYDAW 0157RIGT
T)-ff C] 4Yl,~R.t'Sj GR 5UCLE5509151 INTEXE5 TAG-~REE TO JIMlpl~ 17,5 TW
G;K,WY rC7 "C.{E 7r}-E1F, NAW15) DN JI PE']rITf ON FOK Tr-E FOWTrOF1 OF
LLID DY P'E71T lON 14L THCO P4.R S.UNNT TO RG W36.94, WH 1UI fETI TI OO
JNGZXtcS 7}-f OWNERN PK0ft7,7-?". MO FLRT~fK N0] TO Ct5,EGT DY r-f
5J6NING CF lk FR0'rE5T PEMrCH h6A1r45r T~-E FOWTi0ti OF fi L1LIP @Y
RESGLUTICN L67HOO FLMA14fT TO KC4Y C.PAMR M.14 WHlUi 1AdC..LI..,CX5 7~-E
oWI-'X(5r rRortxTr. mvrcca, m15 coNDrrto" sriAu.. rOr Mcf-fr51r TW
ov.mX151 OR 5L<,c.E550915) FRCu oOXCrM6 7O Mr A55E55ME29(5) cV r~-E
FK0FE9rY As A 9f5LLr OF aLrXov6lCx~5 CuU4D Fa~ IN CAONJUNC7+Or wrxH
77-~ FCKUArtorJ c~ ~ ~V i5r 6il--rx Mrt~ION OK KE5GLArTlcN kETrW
~ k r~~ IZCW C-~~€g .36.9,4.
.
6. 5raKu ~JNA&6--
ryr owr~~ ()F Lar` rOr mo-cx a gwu.. E~E r-ra~ Pc~
KE.19"M~ Cff-ar )V,D MAINTAWr% rr15 PArH cr TI-E NAnKAL CR UM, -
MAC)E t.)K+►MuC-E FLOtiv oYF~ AND Ar...Kt}55 T7-E f'RCM7Y, ~
77-C LOwE5r DVr~~tr,7 of'ENIW. INu.LOrN& a~5EWEVr OperMa. FM
~ My rEw ~IL~lW6,5 cN LOr c N..OCK r ~ ~ ~IGH ENG(X5+4 TO
AUOw A M)MVJ sLOt"E OF JI AwAY FXOM TW DvrLat~~ ~ FEEr:
Ii-~- 0RAlNl66 54lDkLL' 'l>E RC{.I7rEU h WAY PROW 7HE Di1l LDf~* TO Nr4 TLFIVtL.
l CKA1MA&E5 ~ L-AWVLL DR4Wr4C-r6 FF-4TLFE5. `
. ry
. .
. ,
~ .
• F►►.EO
_ 9312~;20~23
' Tl"!'LE NO'1'ICL oCC 11 ~ 21 f'."', ',3j •
SN6t.~.:
• rILL•;U ItY;
Spokane County Plan+iinb Dcp:tfiDtCll!
1026 Wcst 13roaJway
spokanC, WA 99260 vo~.15 34 vAGE 17 0 2
(509) 456-2205 f SPOKANE COUN'1'Y 1•IAS'CAKEN TFIC f'OI.LO1VWG I.AND USE RLGULATIQN ACT'IQ~V
It*~,1POS1NG A VARIGTY OF St'L'C1AL nCVt:LOPMEN'f CONDt !'IONJ ON JnNUAkY Z'l,
19I3. 1=1LE NO. Pii- 1683-92 1S AVAlt.At3LC l"QR 1NSP(:C1'10N IN TI ((s SPOKANE
• CQUN"(`Y PLANNING DL•PARTMGVT i2LGAK171NG 1'l lE 13L'•LOW-DGSC1tU31iD
PROI'L'K'1'Y:
AsscssoPs F'arcc! No.: A no,7ion of 45032.9051 I,'\
~
• L.cgal !)cscrij)tion: lA,t i, 131cx;k l al'! IARRIS SU131)tVISt[)N
. NO'1'tCL: IS GIVL'N TO A[.t. l'Alt`l'11:5 WI7'I t 1N'i'EKLS'1' IN'Ci ll: Al30VC? PltOt'L'tt'l'Y:
f'lanninb Dcpanmcni Fiic Nu.: PL•-IG83-92 RcviCw ilicse t"ilcs Cor additiunal rcgulaiions whcr .
IL:tn Iltoac slntcJ be ow. ' ` .
, Authuriry: Spukaiic County Sulxiivisiuti Ordin:mcc
`i
' At Icast S Ceet of rescrvcd fuiurc acquisition arc.i for road righl of way anJ utilitic:s, in
addition ro tlic cxisting anct/or ncwly dcclicaicd nblit oP way along McUonald l2aad. E
N0TC; 'ilie Coutuy Enbinccr has rcquim.d 5 fcct of ncw duiicatiun alunb McDonalJ Raul. •
2. 1'tuurc builJing ;uid othcr sctb.ccks rcquirccl by ihc Sixikanc Cowtty Zaning Cixlc sh:iil bc
nic:asurcJ from the cdgc oF ihc fuuue .u:quiaition ;uc:t.
7. No rey►iircd landscapin6, parkinb. '20S' arcas, drainfield or allqwcdsibns sliall bc within
. thc futurc acquisilion .ve:► for road rigbi-oF-way and utilicics. lf auy of tlic ubovc
mnprovc►ucnts ;irc mnde wiihin this arca, thcy sliali tx: relocaiul at dic nppticnni s enpc,ibc
when roadway improvcnzcnts arc maJC.
4. 'T'Iic fuitarc aryuisiiion nrcn. until acquircd, sl►all lu priw,uc propcny and may tx uxd as
aUowul in tlie zone exc;ept any ituprovciuencs (aueli as landscapiiig, parking, aut(aet
draina6c, drainficlcls. signs or oQicrs} shall tx: consiJcrcd "intcriui" uscs.
, S. 1'hc proEx:ny owner shall bc responsible fot rclar:uinb such "iiueriin" iinpraventeuis at thc
time SEfokane County makes raadway improvenients aficr acquiritib s:iiJ future aaiu►sitiou '
area.
T! 11: TL•i2MS OF Tt I(S NOTICE SH.1L1, RUN W17`I! 'I'I IC LAND ANU APPI,Y l'O Ti IG
' AI'PI.ICANT, OWNL'1tS, 11G!l2S, ASSIGNS AiVD SUCCi:SSORS !N !N7'L'ltCST.
RELEASE flF'1'1-IIS TI'I'LL' NO'fIC[: CAN ONI.Y uL'• ACC(?MNI.lSf 113f7 13Y 77 tC
_ AU"CFInIZt"1'Y OFTi-IE SPOKANE COUNTY PLANNIiVG D[PARTNIENTOIt SUCCESSnR
13Y RL•COItUING ON R'"11TLL• NO'1'ICL'• CX't'INGUlSI tNICN1'" BAS13D UPON A rlNDttvG
'CI•IA'1' RLl.EASE SI•iOULll QCCU12.
tiY SPOKANE CQUN`l'Y PLAiVNtNG UL'PAR1'\9L'•N"1':
N;nne: Juhn'I'u.ic! 'l5tlc: Planncr 1
• Sibn:~turc: ~:IIC: y~'Gt.c. Rcr 9?, /S~ S-T
4 :j, ~ " . r
33122100"I.f3 . ' • •
RIGHT OF WAY EASEMENT IN WITNESS THEREOF, THE UryDERSIGNED HAVE CAUSED TNEIR NAMES TO BE
AFFIXED TNIS _-90 DAY OF 0,1993• r
. . , :!-,i ? p ~yc~C~L'`~!_/l•
Mael Eihan Harris and Lida Rose Marris, husband and wife, in considerafion of mufual
belisfits, Dollars f_$0 - 1, in hand paid, conveys and warrants to THE WaSHINGTON
WATER POWER COMPANY, a corporaiion, its successors and assigns, the right to erecl,
conslruci, reconsfruci and maintain an eleclric and natural gas disiribulion lines fo be ACKNOWLEDGEMENT
locqled on, under, over, along and across the tollowing described property in Spokane
County, Staie of Washington, to wit:
STATE OF WASNINGTONJ
:SS
THE EAST 394.00 FEET OF THE SOUTH ONE-THIRD OF THE EAST 1038 FEEf COUNTY OF SPOKANE }
OF GOVEANMENT LOT 3 IN SECTION 3, TOWNSHIP 25 NORTH, RANGE 44 Y-v
EAST, WILLAMETTE MERIDIA N, LYHqU-N i, ON THIS DAY PERSONALLY APPEARED BEFORE ME
N1441tl5 TO ME KNOWN TO BETHE INDIVIDUALS DESCRIBED
EXCEPT THE WEST 253.41 FEET THEREOF; ~ IN AND WHO EXECUTED 7HE WITHIN AND FOREGOING INS7RUMENT, AND
AND EXCEPT THAT PORTION DESCRIBED AS FOLLOWS: , ACKNOWIEDGED THAT THEY SIGNED THE SAME AS THEIR FREE AND VOLUNTARY
, ACT ER MYDHAND AONOTSEAL THE A~W~A RflFS HEA 99 MENTIONED. GIVEN
. UND
BEGINNING AT A POINT ON THE WEST LINE OF MCDONALD- ROAD •
WHICH IS 7.00 FEET SOUTH OF 7HE NORTH tINE OF SAID SOUTH ONE-
THIRD OF GOVERNMENT LOT 3; THENCE NORTHERLY, ALONG SAID .
WEST LINE, 7.00 FEET; THENCE WESTERLY ALONG SAID NORTH LINE .
TO A POINT WHICH IS 394.00 FEET WESTERIY, MEASURED AT RIGHT
ANGLES, FROM THE EAST I.INE 0F SAID GOVERNMENT LOT 3; THENCE
SOUTHEASTERLY TO THE POINT OF BEGINNING;
AND ALSO EXCEPT MCDONALD ROAD; . N07ARY5EAL: NOURY PUBUC IN ANO FOR 7HE STATE OF WASHINGTON
This i,lility easemeni, as shaii be more delinitely shown on Phase i, Harris Subdivision,
and uy Ihis re(erence shall be made a part hereof, is described as the soulh ten feel -eRESIDING4T:
fheiho( and a ten ioot wide slrip lying live feef wesl oi and parallel lo the west right of MYAPPOINTMEN7~XPIRES; ~/.?5~/ « •
"','Y o1 McDonald Road lhereo(, is hereby dedicaled io the serving ulility companies for
tho I.,,nslruclion, reconslruction, mainlenance and operalion of utilities, together with the 'righl lo inspect said utililies and to frim andlor remove brush and trees which may
inloil,.-re with the construction, maintenance and operation oi same.
' !La
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~r,~!~ A' ;M ~ ~ 'Jy~y ~'~.Y~. ; , : ' • ~ l~-'j}Xr`,.
' ii1 ~ r,%~~ .~~~,N„%,~', . . t ~,1~t~ ~
` • y
to~3, at the Count
'oenaid*rsLion of aix
?and yaid, oonvoT apd
A hwbandand wifo thi~+:': '
Sitwted~io the Cotiaty af ipobr4 .
. ' ~4~' . ~Y p .~~~!/li~i4s~`M ~Q"~'1r:t,T~~'~'t~,,( ,J 2 • i ~q ' .
!.Ual'lM1Fr ~'liv~~;~~.~lR~'yr~ 1'V ,r ~~j ,~1~' •;i11.~t+~.' Rf?."1„~'rSJi"I~~'•~ .;1.~ .
Beit 1038 ieet ot aov , . . ~t; R s , t fs~ ♦ p~ ernm+no~~
w 1"LrN rQ=: /'r~1a~ ~4 ~ f 5~~•'
' , Ot~~ :k ,h~i.fb.J'IlPr i , '~;~i,~.• }1 ' ' ; • • - , ' • . ' .
i 1 r ` t6 • t ~ v '~~Ir.. ' ' r ~.~''l~i' •J'!11 1}'.', +t,yik•~•,i2!i~•r1~^.' ' , , . ..,1r,I 'I`' • , r
dirtriot:.Ttp~ end rnroas esld preer,,,7 ~~a1ro•.4~vdt• 1 tlats togc upoo soid preniess, or •ny part thereot
t~ . '`4t'rOCp~~"t10~3~•~NI'si otsd'm~nbiaUg-Coasls, ditahai fluaei or pi
Seee, v~ ot' soid dSa4rict be- dattie4 neoueorp in
o r~ ilai: itt:.iri►~aiio~M7~Lsi~.s.;.,~~ ~,~•i. , .,.,F~;u. • , f~~/}, ~ t ~ ~•^nA,. ~ . f, , '
~ ..g ~ ~'^'1<~, ~~Z7~~1~'n .'i.,r li~. .`w r.'~: i• S'1 ~ .
Snb~e • 1.t. aaY ot, rmaM~' .
In trt iotr:2ui- awecl, iti• tMmei to. De sSgned k*r+to •nd 1 ta oor-1,
• pantet,~~~i~Yob~'t "rot,Deoeabsr, 194. . . . ' . 'L:;.,,1'~ ~1. . • . 8.. • '
~ Tr.
.~ntxooQ';Irtl4. itlou.biitM0i3 `~:;y~~,. • Trsae►ood rrrigetion Diptriot 13
Spaiafw 4ann~ ~xY~ i*:-~'~",L,,,. Eerl 1iaddon, Aa itr rresidep0
.~tesEl T. 0, Rsaey,Ae ftt 3eoreter7
CbuAtr'of" Spob~n'~:*+~ ';:',i •?~+x~' ~s~: ; • , , . .
• ` 9tsbw of 1lomhiag,Atrd, diy ot Oeaorbar A.D. 1946 before me, p Hotert Puhlio.
in opd••forlM- -9 boYt ~tn'-Coemt7-otd• atate ; persctellr• aDWetvd ~rl baddeb wnd T..O. Romney
ta at knc~tt:bo-be';.~ b+~;?»t3de~►ii'*l~dlalcreLarr ree~otivel,p of tM aoryoration th►t executeQ
' ,.tb~"~rlthi»~~Q.ro~olAg:-.2au~0~,end sokaouieaqed -tM isld instrumgnt to bo the frt* apd
. volu~t~~rx•.~btt~d~,~e4::cd:•t~1td~q,oa~po~~tioa,, !or the we• tnd purpoees therein mentlone4# ond
"atoh on .ath?`~Oi9td~:A2t00~h~~N1',•'~~4h~i~~d bo exeaate uib ipstrunent cc,d Ehot the neel o!- .
. tixed •in, tbt-oerq+ot~~t<~~l1..oL~1~iQ•eosportCioa.• • . ' .
1 ,l
~ ; •:~1•~~=^I'`•..
;'~•~2-.. ' .
I~ 1a4aeu.,fterol,~ r.Aive~bti'ewlooof xq l»nd,ttW Oirlxed m.y offlciol ae41 tha doq ot►d
pj.ar firob tbo" Trtttea:." . ,
~~~M~~~IIM~~r~r N~~d"`)
Prea J, CumilngAox, ROtat'~.,-,fablios:`i.~,., ~Pred J. OunnirE;tum, Z;ot.ry Publ . , $tata ot l1oehingtop . I for tho 3tbtt of Tloahiagton
~ Corm.ieelon explren Auc. 5, 1947 t ~••1~'~.~~ „
~
S
1
. ,
.
. ~
w
E i ; : EL t ~
FILED FOR RECORD A~aUFST OF YOI..~•m►_1~`1 PlIG l ~ °
" ~ ~ ~'7 G ~
, .
Y~~l~•,~.;41G ~.+1C% . ' ~32Q9 ~ 3 ~ tzt11" i
c~ 9209160341 ~ Fil~T)',, ~60
! . . ;7 w~~ ~vw+ ~v SEP lu 1
~ i ' - 7 "Or .
(tF(~~~' I r
NM1E WAl.I)0 lJ7D SC}tR'WA, PS !e \
FILED FOR RF,WItU BY & RE'TURN T'0: 771.+ s ed' r aa~de~.uae ~D~ ~~0fb P'9° ~
~ ~`~tF~~~' 1a crrvSCA7E. ZIP: Spo~m WA 992D6 92~,029064~
5~t'~~~~
fienncescy, EdwarcL+ end Bos+•ell, F.S. "m .vr:5,r' ~-'S LY~~g STA'TUTORY SVARRAPt'1'Y DEEU
\ S. 1403 Grand Blvd„ Suile 201•S ' 0 r~ Yo .9 ~ E i~
Spokene. NA 99203 U"
~ n+e cw~oas. SnW1 M. LYON, wbo acquircd tiUc as SYLVIA M. PEDlG ~eaVing'it~hc uparatc
\ DEED OF TRUST property, and Wll.I.IAM E. LYON, ber busband,
\ CJ, QI . ,i i 0 Pa a ta, ,m in ,~n..t. Cr Ten DoUars (S10.00) and oeher valuable cOruidcntion
T1i1S IIEED OF TRUSC, mnde tlus dey of Septembcr, 1R92, between hiICHAEL ;,/M1CF{AEL E1~iAN HARRIS aod I.JJ~AROSE HARRIS, husband and wife,
4 ~;q u~e ..mn ~
1lA4.R13 ".ND i,[Cl, R.~~L lu~~JS, iiuaband an~ wife, Grnnwr, wbose oddre~s is 12918 Eosl y,
22nd Avenue, 5pokane, Wh 9921G end Si'01WiC (xUNtY T1TI.Fi COMPM1Y e corporntion, a+?ruatcc, the (dbaing dau{bod tul aut4 dtuamd ia ik Caery of Spotsnt, S019 d WweiMoa
whoae sddrem u W. 426 9oone ' Slwkane, WA 49204 nnd R'11.LIMS f[ENAt ALBACH of the ~ast 1038 feet
MA EVELYN ELIZAIIEfH ALBACH, hueband and aife, os &neI'ieiary ahose odJrera is Norlh 722 That portion of the South onathird'of Government L.ot 3 in Secuon 3. TnanchiQ 2L~
aur~~, S~okane, V~'n. 902~~. Range 44 Fast of the 1Villamctte Meridian,l}ing Eastcriy of the West 644 teet and North ~
thc SOum~Ui~ft;
~ ~ v
p gnins, seUs and conveya lo Truslee in Trusl, wilh power af
WITNE53E`fH: Crsntar hueh btv
~ snlc, the foUowuig described renl properly in 5pokane Counly, Wnaltinglorc ' EXCEPT that portion describcd as follows:
/of the East 1038 feet
41ia1 porlion a( lhe Soulb onrliurd o( Government Lot 3 in Section 9, Twmsliip 26 NorUi, Mnpe gEG1N`NIT1G at a poinc on the West line o! McDonald Road which is 7.00 (eet South of the
44 E.1V.D1„ lying Enslerly of lhe Vr'esl 644 feel and North o( dhe'uouth 30 (eet; EXCEP'1' that North Gne o( said South one•third o[ Govemment Lot 3; R
porUon descrilmd es follows:
Thence Norther{}', along said West line, 7.00 (eet; :
HEG[NNWC nt e point on the Weet line o[McDonald Roed mhith is 7.00 fecl South otthe North Ilente Westetly, along said North line, to a point which u 394.00 feet Westeriy, measured
{ine of said Soulh onrlhird of Gmemment Lot 3: lhsnce Norlherip, nlong aaid Wesl l'NC.'1.00 feet; ' at right angics, from the Fast line of said Government I.ori 3; ,
thentt R'ester{p, nlong euid Norlh line, b e point which ie 384.00 feel Weaterlp, mensvred nt right Thence Southeasteriy to the Point oi $eginning; i
angles, troro the Easl line of eeid Cbvemment l,ol 3; the~e Southeasterly to Ure Point of ~
;
aeg;nn'ng
AND EXCEPT McDonald ,e,~~p ~(~pT McDonald Road;
Roaa; •
Situole in Uie Cowty o(Spokane, Stnle of Waslunglon. .
. Swate in the County o( Spokane, Sta1c o[ ~'ashin~ton.
which real properly ia not used prin~pallq fnr egrieuituraJ purposea, logelhcr with all tenemenLv,
bercd~w~~ents, ard npptutennnLcs now on ccreaficr Uiereunw lreioubrii+g m in mrr wi;e npp:rlnuunp„ ru,d . SUBJECT T0: Liability for future assessments levied by Trentwood irrigation D'utrict
the renl~ issup and profita lhereof, Np, 3; EasemenLs, restric►iona, reservalions, protiisions and agreements ot rccord.
This deed u(or the purMSe o( securing performnnce o( eoch etnrerment of Cranlar hereus 5200014838
•
,,cu, ~+x reA ~
~
conlained and pnytnent ot t6e sum o( ONE HUNDRED TWEN'['Y 7V0 TBOUSAND DOLLAiIS AND 9200017597
r ~.c,ti. 1a,, red an
~ OO1100THS (b122,D00.001 wilh inlerest, in eccor~unce with the lerms o( e promissory nole of even dnle DATrA+ Seplembe[ 14, 1492 W. A'~' ~~y~~ 5a1. Amt. Pd •~•ao `
hereWith payoble to BeneCanry of order, nnd mede bp Grantar, and ell renewaSs, modifrcnGons and p,E ~~~~G U.
oorh l~.u E '~SY.IP" CHftBBtG
esknsions qiereof, and eleo suth (urlher ewu as rtvry be ndvAnccd or lonned bp Benefinnry W Crenlar, 59~~R°/~ 9~~ G ~v~. ~~.a
or aury of the'u euccessors or auigns, lagelher wilh inlerest lhereon et aveh ralc as sl~all be egreed upon. q
7'o proled the security of lhis DeeJ ot Trust, Griudor cmenants end agrecs: N~7
1. To keep She propcrlq in good crondilion and repnir; ln permil no waste tfrereof; to rnmplele SYLNIA / M. L
I ~
ney buiicung, etructure or imprwement being built or about la bc buill lhercon; to reslarc promppy xny
building, structure or imprrneinent ihereoa which may be dnrneged or destroyed; and lo rnmpty ti~tilh all • ~WILLIAM E (,YON ~
~ STATE OF WASHING7'ON )
)ss,
' . ; , . I COUN7Y OF SPOi:ANE )
Oo IDY J i~ dh' t( Sqicmla, 1991 Dc(dc mc pe+mmDJ %Frond SYLVLI M. LYOY &ol R'1113AM E. LYON. b mc Rx*t W Et
'
Iht indh40rYY 6tY7lhd 1D aad wh0 LslCmOd Ik rilhi0 Md IOrejdnj IdWmml, ud acka~ UJI lbc7 Li^al IEC YmC M IbG( IRG NW vCIIIRUIy
waid da4lor the u+a md pupno lhcrtin mcmioood
. , • , ' ' ~ p(VQ1d andc my End r.od offd►1 al t6c dn v4 rot kd &bvK rri~
. . . . r'" :
• . ro'".IT 13, NYALD0 `NOTARY PUE3UC in and tor the Statc of
;
'r~"70"'"~' Washingtan, Ruiding at Spokane
~ 1 .J ~11..n1f^rl~n~~7 ~
~ ' , . . . MY Appointmcnt Fxpires. 5-15•43
, Q p(LErf T}E WESi
~T
TRANSAA9ERICA TITLE INSURANCE COMP~INY ~ DE~GIatNING ~ AT A P!
O
This sketch Is previded. wilhou: charge, }or your 7,00 nZ1 50M ,
I in}ormntion. I; is not intended to shOw all maUers ~ GOVEM&xt l.ot :
I no+cF w~sr~u.r
related to the properry including, bul not limiled wEStou.r, ~E~tsuu
to, area, dimensions, easements, encroachments, or Q ~ot s~ r►~ so
r EvA 2N0 Iocalion oi bounderies. It is not part of, rtor does ~ ,vo N.so occ~r
WEST LII~E Of THE it maJity, the commitment or po:icy to which it is < Si~~ o~ n~ U
~N ~ App I I ON EA51 394.00 FEEY atlached. The Company essumes NO IIABILITY fnr any Z ~~t to RES~
13 DoOK 13 OF GOWT L0T J ►,pRTH LlM+~tr'ff r~ed to this sketch. Relerence s Id bo ,u.pira:s Fn~ r~
PAGE 56 ~ov'r ~or 3 / SOUTH 01A,~1169n0Ecurate survey tor tunher iat~~ I ~ ~P,,~ttpRsl a
~t5
OF PLATS
FoREVEX nE vivI
0 I ~ oor'
\Q~ ~ llfIU1T EASf)!?1fS
~ ca+°u+Ies ov~x i
~O 58`fl2'46'E 39Q.06' PA1tA11F1. TO TFf
25
588'07'35"E 369.22' 25' 1 RoAo tWrcovae
- - ~ 4160 GOI.NTY 1WNSW0 M
253,54' 110.67' 00 ROAD 11rROVE1FN
~n m rai
T- ~ I F~r)~ ~ ~
F0. PIPE p. ~ ~ ~ ~~r b.ba RGW, WMIC.H
S* OEDIGATION RID IS FORIt'D D
FOR ROAO PURPOSES ~Y IN
1 ~
I,~,~o d I I. ~ S FOR fUTURE
AG~UISITION AREA
:VA A r
D11~ION
300K 12 qF P~A 5 ~ V 11 ~}{~y1 ~y{
'A6E 5 "woW'
n I ,°d w I w n~~a
~
Q r 0 a I o FtoviCm futnrt
o RiC4+r. ns tiunO
n
CALLED s raK + i~i
~ rEriria+ o~ r~x
O NfEN. 10 Tlf S
N LOIYISSIOrFJtS N
ir is iutn~ ~u
Z Rono iIFKovoMa
cd crv w►rxo~s ~
Q ~ ►~IR ~s ,
J d~ ~ F0. PIPE ry IN V~ I ~ nf 910 wtiIva
(O) TFJVRS Fltpl
Q ry~ aK successcxni
o M nw
11 UvuiKv W10%
w
CN~ ~ov ow~
j<
~ ~ w E S E~ST r 253.41 LIN: OF F 1~ r p v~
I ~ z I N
~ OF Tlf EAST 394.00 g ~ 0
4 F0, PIPE fEET OF C70V'T ~s~Gnt~ n~iis!
O ~ I ~ O
Z LOT 3 I I~ z z ouiLoiWT sf
SIDE TARO AFD
I ' ( 10' WIDE I I r ~ DUILOftXi PFRMII
UTILI'fT SPfGIFIGNIT 0
24'1 EASEMENT I m1s rur ►ur
~r - I o61AuF0.
?5 n,aic wnr
nf n.d.ic wA
L-__ J 25 - ?S'
Gal,M7 NO ST
R'20T 1 OISTxIGt, fALM
~ • ~ .G.~JI14' ~ SFW.L DE INSiti
F0. PIPE 253.Q4' L eRovioE vac u,
ro isww+cE o~
N89'06'00"W 369.06 rRorfcria+ ro
• ~ ~ FO Bq.1 o
48.16' Rh N9Y06001N ~46.U' REOAR
R IGH AVE P~ A,q,~ - Ne~o6'oo•w 345.91~ ~ AT,SE CoRNER
FROM ANGLE DIST NORTH EAST TO
SF'938 PLAT BOUNDRY 5-4-94 Do B.
AIJTCI INVERSE
START J00o 000Q10 J00o Qa000tZ+ 1
1 IiVV N 0 01 24.0 W 3900 1600 890. ].595►7 4990 8411 1 2
2 XNV S 88 07 3Sm 0 E 110. 6700 886. 541E+3 610. 45194 3
3 INV S 1' 01 24.0 E 3670 96lZo0 518. 58166 610a 60179 4
RAD I AL N 89 58 36o@ E
DELTA 90 55 24.0 FIT
RAD I US 20.0000
TAN 20o 3`49
L-ARC 31 n 7382
RAD I AL r 0 54 00.0 W
RR 518.57351 590. 60179 5
4 CHCIRD S 45 26 18.0 W 280 5113 4980 57598 590. 28765 6
TAN@`'T N 89 0E+ 00.0 W
6 I NV EV 89 06 00.0 W 90.2900 499. 99419 50Q+. 00879 7
LAT R DEP 0.00581 -0. 00879
7 HCLC]SE h! 56 32 54 a6 W 0.0105 500. 00000 500. 00000 1
F'REC = 1 TO 94081 Area = 42962.84 s4 ft 0.98629 ac
_ . ~,.s .~..s
OFFICE OF THE COUNTY ENGINEER
Spokane County, Washington
July 8, 1994
To: Sarah Sue Marks - Wyatt Jaykim
From: Development Engineering Services
RE: Language for Plat Dedicatiom
Short Plat # 938
1. 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.
2. 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
(including but not limited to a window well, a window unprotected by a window well,
or a doorway). Said positive drainage shaU 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 disgosed of on the lot in an approved drainage facility. The approved drainage
facility shal.l be constructed in accordance with the approved plans on file at the County
Engineer's Office. Any revisions to the approved drainage plans must be approved by
the County Engineer's Office prior to construction of said revisions.
shrtplat.ded\ 18Feb94
E
~ -
BEFORE THE SPOKAN]E COUNTY PLANNING DEPARTMENT REC
EIVED
ZN THE MATTER OF ) FINDINGS OF FACT,
SHORT PLAT NO. SP-938-93 ) CONCLUSIONS AND MAR 0 3 1994
) DECISION
5POKANE COUNTI' ENGINEER
THIS MATTER, an application for subdivision of land, from Michael Harris has been received
and decided upon, pursuant to Spokane County Subdivision regulations, on the L4 day of March,
1994. ,
FINDINGS OF FACT AND CONCLUSIONS
1. The xndividual signing below has further been properly delegated the responsibility for
rendering the decision by the Spokane County Director of Planning.
2. The proposal is to divide approximately 1 acre into 3 residential lots and those uses permitted
in the underl}►ing zone.
3. The proposal is generally located northwest of the intersection of McDonald Road and Rich
Avenue, in the NW 1/4 of, Section 3, Township 25 North, Range 44 E.W.M. Spokane
County, Washington.
4. The existing zoning of the property described in the application is Urban Residential-3.5 (UR-
3.5), previously esta.blished as Agricultura] (A) (f~le # 4-24-42) zoning in 1942 and
redesignated to UR-3.5 on January 1, 1991, pursuant to the Program to Implement the
Spokane County Zoning Code. Pursuant to RCW 58.17.195 the proposal does conform to
the requirements of the existing UR-3.5 zone.
5. The Spokane County Comprehensive Plan designates this area as Urban. The development
and uses proposed are generally in accord with this category.
6. Surrounding uses are primarily single family residences on mixed urban size lots and open
space.
7. The required public notice was provided for this proposal and agencies having a potential
' interest in the project were notified and recommendations solicited.
8. No written cornuments were received from any adjoining property owners.
9. The Spokane County Arteria] Road Plan identifies McDonald Road as a Collector Arterial with
a future right of way width of 70 feet. The existing right of way width is 50 feet. In order to
implement the Arterial Road Plan, the County Engineer has requested that a strip of property 5
feet in width along the McDonald Road frontage be set aside as a Futuxe Acquisition Area. In
addition, the County Engineer has required 5 feet of new dedicated along McDonald Road.
10. The site is located within the Public Transportation $enefit Area (PTBA). The nearest transit
service is the Spokane Transit Authority (STA) Valley/I'rentwood Route # 201ocated
approximately 1/2 mile east of the site.
11. The proposed short plat will be served by a public water system. Waste water disposal will be
as authorized by the Director of Utilities.
12. The Spokane County Parks Department has commented on the proposed short plat. The
Parks Department has requested a voluntary agreement be completed between the Parks
Department and the property owner to mitigate impacts to the County Park system. County
legal counsel has indicated such agreements may be required. The Spokane County Planning
Departnzent recommends the property owner negotiate with the Spokane County Parks
Department to provide for appropriate capital facilities as required by the Revised Code of
Washington (RCW) 58.17.110. Approval of this short plat should include conditions
requii-ing that provYsions for appropriate facilities be in place prior to recording this final plat in
the form of a written agreement between the owner and the Spokane Counry Parks Department
13. The proposed short plat has direct access to public right of way at McDonald Road.
Sidewalks were required by the County Engi.neer regarding this proposal.
14. Recognizing the recommended conditions and Spokane County development standards, the
proposed short subdivision 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 Planning Department has
.
~
FINDINGS AND DECISION SP-938-93 Page 2
considered the provision of adequate public facilities as cited in RCW 58.17.110 (2). More
specifically: ,
a. open spaces
b . drainage ways
c. public and/or private rights-of-way
d . transit
e. potable water
f. sanitary waste disposal
g. parks and recreation facilities
h . playgrounds
i. schools and schoolgrounds
j . sidewallcs
15. The project is exempt from environmental review under the State Environmental Policy Act
pursuant to WAC 197-11-800 (6) (a).
16. The following facts are also relevant:
a. The proposed Short Plat is a replat of Lot l, Block 1, of Harris Subdivision Phase One
(PE-1683-92), which was recorded as a final plat on December 22, 1993.
b. This proposal was received by the Planning Department prior to January 1, 1994 and the
implementation of new Washington State Board of Health regulations on the use of on-
site sewage disposal systems.
DECISION Based upon the above noted Findings of Fact and Conclusions, Short Plat Application SP-938-93
is hereby APPROVED until March 1, 1997, subject to conditions noted below. Most of the
conditions of approval shall be accomplished by the applicant and/or sponsor prior to finalization
of the short subdivision. This decision is final unless appealed in writing, consistent with adopted
appeal procedures.
COUNTY PLANNING DEPARTMENT CONDITIONS
1. All conditions imposed by the Planning Department shall be binding on the "Applicant",
which term shall include the owner or owners of the property, heirs, assigns and successors.
2. The proposal shall comply with the Urban Residenrial-3.5 (UR-3.5) zone as amended.
3. The final plat shall be designed substanrially in confomlance with the preliminary plat of
record. No increase of density or number of lots shall occur without a change of condition
application submittal and approval.
4. The Planning Director/designee shall review any proposed final plat to ensure compliance with
these Findings and Conditions of Approval.
5. The preliminary plat is given conditional approval for three (3) years, specifically to March 1,
1997. The applicant may request an extension of time by submitting a written request
approximately forty-five (45) days prior to the above expiration date.
6. Three (3) current certificates of ritle shall be furnished to the Planning Department prior to
filing the final plat.
7. Appropriate utility easements shall be indicated on copies of the proposed final plat. Written
approval of utility easements by appropriate utility companies shall be received with the
submittal of the final plat.
8. Appropriate road name(s) shall be indicated. 9. The final plat map shall indicate by a clear, dashed line the required yard setbacks from all
. private, "Tract X" or public roads. The dedication shall contain the following statement:
"Side yard and rear yard setbacks shall be detenmined at the time builcling permits are
requested unless these setbacks are specifically drafted on tlis final plat. The setbacks
indicated on this plat may be varied from if proper zoning approvals are obtained."
~ i
FINDINGS AND DECISION SP-938-93 Page 3
10. The Spokane County Planning Department 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 Tit1e Notice shall be released, in full or in part, by the .
Planning Department. The notice should be recorded within the same time frame as an appeal
and shall provide the following:
a. At least S feet of reserved future acquisition area for road right-of-way and utilities, in
addition to the existing and/or newly dedicated right-of-way along McDonald Road.
NOTE: The County Engineer has required 5 feet of new dedication.
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 urilities. If any of
the above improvements are nzade 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.
11. A plan for water facilities adequate for domestic service and fire protection shall be approved
by the water purveyor, appropriate fire protection district, County Division of Buildings and
County Health District. The agencies will certify on the Water Plan, prior to the filing of a
final plat, that the plan is in conformance with their respective needs and regularions. The
Water Plan and certification shall be drafted on a transparency suitable for reproduction and be
signed by the plat sponsor.
12. The water purveyor shall certify that appropriate contractual arrangements and schedule of
improvements have been made with the plat sponsor for construction of the water system in
accordance with the approved Water Plan. The time schedule shall provide for completion of
the water system and inspectio❑ by the appropriate hea.lth authorities prior to application for
building pern~.its within the final plat. The arrangements or agreements shall include a
provision holding Spokane County and the purveyor harmless from claims by any lot
purchaser refused a building pernut due to the failure of the subdivision sponsor to
satisfactorily complete the approved water system.
13. The final plat dedication shall contain the following statement:
"The public water system, pursuant to the Water Plan approved by county and state health
authorities, the local fire protection district, water purveyor and Spokane County Division of
Buildings, shall be installed within this subdivision, and the applicant shall provide for
individual domestic water service as well as fire protection to each tract prior to sale of each
tract and prior to issuance of a building permit for each tract."
14. No building permit will be issued for any lot within the final plat until certified by a
Washi.ngton state-licensed engineer that "the water system has been installed pursuant to the
approved Water Plan for the final plat" including a signed license stamp. The certification may
be i.n the form of a letter, but is preferred to be certified on a copy of the Water Plan as a
schematic map showing the "as-built" water system.
15. The Water Plan and the above four (4) conditions of approval regard.ing the Water Plan may
be waived by the Planning Director/designee upon receipt of letters from the appropriate water
purve,yor and fire protection distr'ict stating that simple connections to an existing, approved
water system wi.ll provide adequate domestic and fire protection water to ensure the public
healrh, safety and general welfare.
16. The owner shall negoriate with the County Parks Department and submit a recorded copy of a
voluntary agreement malang provisions for public parks prior to finalization and recording of
the plat. The agreement shall provide a written description of the subject property to which the
agreement applies and also state the dollar amount and any other agreed to mitigating
measures.
FZNDINGS AND DECISION SP-938-93 Page 4
The owner shall also notify any potential purchasers who have made an agreement to purchase
property within said plat pursuant to the Revised Code of Washington (RCV) 58.17.205, that
adequate provisions for park facilities must be made condirioned on a fiiture agreement
between the plattor and Spokane County Parks Department.
Voluntary agreements between the owner and Spokane County Parks Department shall
confonn to the requi.rements of RCW Chapter 82.02. .
17. A survey is requized prior to the filing of a final plat. COUNTY DIVISION OF ENGINEERING AND ROADS CONDITIONS
1. The conditional approval of the plat is given by the County Engineer subject to dedication of
right-of-way and approval of the road system as indicated in the preliminary plat of record.
S;1submitted Drainage plans and design calculations showing the alignment of*drainage facilities shall be
to the County Eng-ineer for approval prior to construcrion and/or the filing of the
final plat. Drainage plans to be prepared under the direction of a licensed Professional Civil
Enguleer.
3. No construction work is to be perfornled within the existing or proposed public right-of-way
until a permit has been issued by the County Engineer. Al.l work is subject to inspection and
appxoval by the County Engineer.
4. Individual driveway access permits are required prior to issuance of a building permit for
driveway approaches to the county road system.
5. Ded.ication of 5 of adclirional right-of-way along McDonald Road is requized.
6. Existing county roads providing direct access to the plat shall be paved and/or curbed to
Spokane County standards.
7. Sidewalks are required along the arterial(s) on McDonald Road. 8. The word "applicant" shall include the owner or owners of the property, his heirs, assigns and
successors.
9. To construct the road unprovements stated herein, the applicant may, with the approval of the
County Engineer, join in and be a willing participant in any petition or resolurion which
purpose is the formation of a Road Improvement District (RID) for said improvements,
pursuant to RCW 36:88, as amended. At such time as an R]D is created or any Road
Improvement Project is sanctioned by Spokane County, the improvements required (curb,
sidewalk, drainage control and paving to e;cisting pavement) will be at the sole expense of the
undersigned owner(s), their heirs, grantees and assigns. This provision is applicable to
McDonald Road and Rich Avenue.
10. As an alternative rnethod of constructing the road improvements stated herein, the applicant
may, with the approval of the County Engineer, accomplish the road improvements stated
herein by joining and participating in a County Road Froject (CRP) to the extent of the
requixed road improvements. 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(s), their heirs, grantees and assigns. This provision is applicable to
McDonald Road and Rich Avenue.
10. The following statement shall be placed i.n the plat dedication:
"The owner(s) or successor(s) in interest agree to authorize the County to place their name(s)
on a petition for the formarion of a Road Improvement District (RID) by the petition method
pursuant to Chapter 36.88 RCW, which petition includes the owner(s)' property, and further
not to object, by the signing of a ballot, to the formation of an RID by the resolution method
pursuant to Chapter 36.88 RCW, which resolution includes the owner(s)' property. If an
RID is formed by either the petition or resoludon method as provided for in Chapter 36.88
RCW, the owner(s) or successor(s) further agree:
(a) that the improvement(s) or construction contemplated within the proposed RID is t,
feasible;
, -
FINDINGS AND DECISION SP-938-93 Page 5
(b) tnat the benefits to be derived from the formation of the RITD by the property included
therein, together with the amount of any County. participation, exceed the cost and expense of
forrnarion of the RiD; and
(c) that the property within the proposed RID is sufficiently developed.
Provided further that the owner(s) or 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 an RID by either petition or .
resolution method under Chapter 36.88 RCW, and to appeal to the Superior Court the
decision of the Board of County Commissioners affirnung the final assessment roll.
It is further agreed that 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) will be at the sole expense of the undersigned owner(s), theu heirs, grantees and
assigns without participation by Spokane County.
The RID waiver contained in this agreement shall expire after ten (10) years from the date of
execution below. However, the owner(s) or successor(s) agree that i.f said RID waiver
expires without construction of the required impzovements, the owner(s) or successor(s) agree
to construct the required improvements at their own expense, pay to Spokane County the then
estimated cost of the required improvements to enable the County to complete the same, or
furnish a bond or other secure method suitable to the County (which may include the
execution of another RID waiver agreement) providing for or securing to the County the actual
construction of the improvements.
All of the requirements of this agreemetit shall run with the land and shall be binding upon the
owner(s), their successor(s) or assign(s)." This provision is applicable to McDonald Road
and Rich Avenue.
12. T'he County Engineer has designated Typical Roadway Secrion Number Two, Collector
Arterial Standard for the improvement of McDonald Road, which is adjacent to the proposed
development. This will require the addition of approximately 10-12 feet of asphalt along the
frontage of the development. The construction of curbing and sidewalk is also required.
13. The County Engineer has designated Typical Roadway Section Number Two, Local Access
Standard for the improvement of Rich Avenue, which is adjacent to the proposed
development. This will require the addition of approximately 5-7 feet of asphalt along the
frontage of the development. The construction of curbing is also required.
14. The proposed plat shall be improved to the standards set forth in Spokane County Board of
Commissioners Resolution No. 80-1592, as amended, which resolution establishes
regulations for roads, approaches, drainage and fees in new construction.
15. The County Engi.neer has examined this development proposal and has determined that the
impact of this proposal upon the existing county road system warrants the dedication of
addirional right-of-way and the roadway improvements herein specified.
16. The applicant shall ded.icate the applicable radius on McDonald Road and Rich Avenue.
17. The County Arterial Road Plan idenrifies McDonald Road as a Collector Arterial. The existing
right-of-way width of 50 feet is not consistent with that specified in the Plan. In order to
unplement the Arterial Road Plan, in addition to the required right-of-way dedication, a strip
of property 5 feet in width along the McDonald Road frontage shall be set aside in reserve.
This property may be acquired by Spokane County at the time when arterial improvements are
nlade to McDonald Road.
1$. There may exist utilities, either underground or overhead, affecting the subject properry,
including property to be dedicated or set aside for future acquisition. Spokane County
assumes no financial obligation for adjustments or relocation regarding these utilities.
Applicant(s) should check with the applicable utility purveyor and the Spokane County
Engineer to deterrnine whether applicant(s) or the utility is responsible for adjustment or
relocation costs and to make arrangements for any necessary work.
COUNTY HEALTH DISTRICT CONDITIONS
„
_ 1. The final plat shall be designed as indicated on the preliminary plat of record and/or any
attached sheets as noted.
FINDINGS AND DECISION SP-938-93 Page 6
2. Appropriate utility easements shall be indicated on copies of the preliminary plat of record for
distribution by the Planning Deparrment to the urility companies, Spokane County Engineer
and the Spokane County Health District. Written approval of the easements by the utility
companies must be received prior to the submittal of the final plat.
3. Sewage disposal method shall be as authoTZZed by the Director of Uti.lities, Spokane County.
4. Water service shall be coordinated through the Director of Utilities, Spokane County.
5. Water service shall be by an existing public water supply when approved by the Regional
Engineer (Spokane), State Department of Health.
6. Prior to filing the final plat, the sponsor shall demonstrate to the satisfaction of the Spokane
County Health District that an adequate and pota.ble water supply is available to each tract of
the plat. .
7. Prior to filing the final plat, the sponsor shall present evidence that the plat lies within the
recorded service area of the water system proposed to serve the plat.
Subject to specific application approval and issuance of permits by the Health Officer, the use
of individual on-site sewage disposal systems may be authorized. Note: Special construction
requirements may be necessary for the installation of on-site sewage disposal systems.
9. The ded.icatory language of the plat will state: "Subject to specific application approval and
issuance of perm.its by the Health Officer, the use of individual on-site sewage systems may
be authorized. Note: Special construction reguirements may be necessary for the installation
of on-site sewage disposal systems."
10. The dedicatory language on the plat shall state: "Use of private wells and water systems is
prohibited."
11. The plat dedication shall contain a statement to the effect that: "The public water system,
pursuant to the Water Plan approved by county and state health authorities, the local fire
protection district, water purveyor and County Division of Buildings, sha11 be installed within
this plat, and the applicant shall provide for individual domestic water service as well as fire
protection to each rract prior to sale of each tract and prior to issuance of a building permit for
each tract."
COUNTY DIVISION OF UTILITIES CONDITIONS
1. Pursuant to the Board of County Commissioners Resolurion No. 80-0418, the use of on-site
sewer disposal systems is hereby authorized. This authorization is conditioned on compliance
with all rules and regulations of the Spokane County Health District and is further conditioned
and subject to specific application approval and issuance of permits by the Health District.
2. The dedication shall state:
"The owner(s) or successor(s) in interest agree to authorize the County to place their name(s)
on a petirion for the forniation of ULID by petition method pursuant to RCW 36.94, which
petition includes the owner(s)' property; and further not to object by the signing of a protest
petition agai.nst the formation of a ULID by resolution method pursuant to RCW Chapter
36.94 which includes the owner(s)' property. PRQVrT.DED, this condition shall not prohibit
the owner(s) or successor(s) from objecting to any assessment(s) on the property as a result of
improvements called for in conjunction with the formation of a ULID by either petition or
resolution method under RCW Chapter 36.94." 3. Any water service fo.r this project shall be provided in accordance with the Coordinated Water
System Plan for Spokane County, as amended.
4. The dedication shall state: "Fach new dwelling unit shall be double-plumbed for connection to future areawide collection systems."
COUNTY DIVISION OF BUILDINGS CONDITIONS
1. The applicant shall contact the Division of Buildings at the earliest possible stage in order to be
informed of code re,quirements ad.ministered/enforced as authorized by the State Building
FIlNrDINGS AND DECISION SP-938-93 Page 7
Code Act. Design/development concerns include: ADDRESSING, FIRE APPARATUS
ACCESS ROADS; FIRE HYDRANT/FLOW; APPROVED WATER SYSTEMS; BUILDING
ACCESSIBILITY; CONSTRUCTION TYPE; OCCUPANCY CLASSIFICATION;
EXITING; EXTERIOR WALL PROTECTTON; AND ENERGY CODE REGULATIONS.
(Note: The Division of Buildings reserves the right to confirm the actual address at the tinze of
building permit.)
APProved the daY of March, 1994.
,
,
JOHN PEDERS ON
Senior Planner
For: John Todd, Planner I
Under State Law and County Ordinance, you have the right to appeal tlis decision to the Spokane
County Hearing Examiner Comrnittee. Upon receipt of an appeal, a public hearing will be
scheduled. If you desire to file such an appeal, you must submit a letter al.ong with the appropriate
appeal fee, payable to the Spokane County Treasurer, within ten (10) calendar days from the date
this decision is signed.
If you have any questions, please call the Planning Department at 456-2205.
pc: County Division of Engineering and Roads
County Division of Utiliries
County Health District
County Division of Buildings
CoLinty Division of Parks, Recreation and Fair
East Valley School District
Fire District #1
Michael Harris 4407 N. McDonald, Spokane WA 99216
Sa.ra Marks, 1801 W. Broadway, #110, Spokane WA 99201
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; Michael E. Harris I
4407 N. McDonald 891-6777
Spokane, WA 99216 19 (9 • r~~` 3 19-2/1250
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Spokono, WA 99216 ~
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S I~ O it A N i= ~ C O LJ N "f Y
Or-FICE OF TIlE COUN7Y CNGINEEN ~ A DIVISIQN O1: 7'11L• I'UUI.IC WURKS DEf ARIMENT
Ronalcl C. Ilorinann, I'.ki., Cuuuty Ciigineer Dennis M. Scott, ('.E., Director
AGRECMENT TU PAY FErS
ENCINEER'S AGRCEMENT NUM13EIt
This agreement between Spokane Co►inty and ~(n e I ~_~i f r; s ,
-InamCoCpersan
whase intcrest in the rroject is ~w
(i.e. owner, agcnt, tic.) '
is entered into tltis '3 ciay of 19 Tliis agreement is arplicable to (lie project
~
known as:
~af-e- S 5 I,..., ,t L) 7 nS . M
.
lprojcci auuress ur iiienanic ac iiie numucrJ
Iliat tlie inctividuals anci r<<rfies narnecl lieretn as having an interest in tlie above cJeseribecf rrarerty or
project agree ta the following:
l. Reimburse Spokane County for rroject review and insrection fees as srecifieel iil
- Cliarter 9.14 of ilie Spokane County Cocle. Tlie fees will b:, basecl oii acttial salary
costs incurrecl hy Srokane County for project reviews ancl / or inspections plus a ten
percent aclminislrative cliarge, ancl will tie billecl inontlily as aeerued. Any final
billing arnounts, to inclucle any late fees or any otlier expenses incurrecl in llle
collection of an overclue aecaunt must be paicl rrior to ilie County's accertance af
the project for filiiig.
2. The undersigiiecl agrees tliat these fees are ciue and payaUte upon receipt_ oF tlle
hilling as specifecl above.
3. Any invoices nat paicf witliin 30 days of the invoice clate will be suhjectecl to a late
fee charge af l°lo rer month (12% per year) on ilie unpaic1 halance of the account
anci any aeeruecl late fee eharges. In actclition, if any outstanclinb Ualanee on tlle
account for Iliis project is not raid witliin 30 ctays of the iiivoice dale, no fiirtlier
reviews of the rroject clocuinents will be concluclecf until ilie entire account balance '
is raicf. Any balancc on tlte aceount for tliis rraject not raicl witllin 65 cfays of the ,
invoice cfate tiiay result in legal action ar tlie iniiation of otlier collcction rrucedures,
inclucling referral to a collection agency. 71ie Sponsor will be liable for any ailcl all
expcnses incurrecl by ilie Cuunty for ilie collectioti of overclue accounts.
4. Tlie montlily billing sliotilcl be sent to the attention of: .
NAME: m iNK- ~i6 r~t t I'
ADDRCSS: yq ° ? JrV . /-I `l,a~
C[TY, STATE: (AJ ~
~ •
ZlP CODE:
PfIONE
I uncferstancl tliat failure to pay these fees may result in clclly in comrletion or approval of the project or
otlier rossible sancttons.
❑ If tliis fec iibrceniciit is comrlcteci by someone other tlian tlie Sronsor (i.e., the
project owner or a princiral in the firm sronscaring the project), sucli as ilie Engincer
clesigning tlic project, then writtcn atitliorization frorn the Sponsor specificully
nutiiorizing tlie Ageiit tu exee:ute t1iIs Fee A6reeiiient is attachccl to tltis Fee
Agreenient. '11~
S[GNATUI7r Dy: c
v
. l) cLe I E
gct rr' f
, (PRiNT NAMC)
,
RETUItN YEI..I,OW Cn['Y Tn SP`0KANG C()IJN'['Y ENCINCFRS
k4AV43grccmcn.(cc 8/20/93
W. 1026 [3coad%vay Ave. Spakane, tiNA 99260-0170 (509) 956-3600 rAX (509) 456-4715
. OFFICE OF THE SPOKANE COUNTY ENGINEER
1026 W Broadway Ave, Spokane, WA 99260-0170 (509)456-3600 Fax 324-3478
-SHORT PLAT REQUIREMENTS-
TO: Spokane County Planning Department, Plats Administrator
FROM: Division Of Engineering & Roads Su i ENC~Eu~~o
DATE: February 15, 1994
SUBJECT: SP # 938 1 HARRI3, MICHAEL E.
The following "Conditions of Approval" for.the above referenced subdivision
are submitted to the spokane County Planninq Department for inclusion in the
"Findings and Order" should the short plat be approved.
E 1 That conditional approval of the plat by the County Engineer is given
subject to dedication of kight-of-Way and approval of the road system as
indicated in the preliminary plat of record.
E 3 That drainage plans and design calculations showing the alignment of
drainage facilities be submitted to the County Engineer for approval
prior to construction and/or the filing of the final plat. Drainage
plans to be prepared under the direction of a licensed Professional
Civil Engineer.
E 6 No construction work is to be performed within the existing or proposed
Public Right-of-Way until a permit has been issued by the County
Engineer. All work is subject to inspection and approval by the County
Engineer. E12 The applicant should be advised that individual driveway access permits
are required prior to issuance of a building permit for driveway
approaches to the County road system.
E13 Dedication of 5 feet of additional Right-of-Way along McDonald Road.
E16 Existing County roads providing direct access to the plat shall be paved
and/or curbed to Spokane County standards. '
E18 That sidewalks are required along the arterial(s) on McDonald Road.
E19 The word "applicant" shall include the owner (s) of the property, his/her
heirs, assigns and successors.
E20 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
McDonald Road and Rich Avenue.
E21 As an alternative method of constructing the road improvement stated
herein, the applicant may, with the approval of the County Engineer,
accomplish the road improvements stated herein by joininq and
participating in a County Road Project (CRP) to the extent of the
required road improvement. At such time as an RID is created or any
Road Improvement Project is sanctioned by Spokane County, the
improvements required (curb, sidewalk, drainage control and paving to
existing pavement) will be at the sole expense of the undersigned owner,
their heirs, grantees and assigns. This provision is applicable to
McDonald Road and Rich Avenue.
E22 That the following statement shall appear within the dedicatory language
of the final plat:
The owner(s) or successor(s) in interest agree to authorize Spokane
t i I - ' I
SHORT PLAT: # 938 / HARRIS,, MICHAEL E. 2
County to place their name (s) on a petition for the formation of a
Road Improvement District (RID) by the petition method pursuant to
Chapter 36.88 RCW, which petition includes the owner(s) property, and
further not to object, by the signing of a ballot, the formation of
a RID by the resolution method pursuant to Chapter 36.88 RCW, which
resolution includes the owner(s) property. If a RID is formed by
either the petition or resolution method, as provided for in Chapter
36.88 RCW, the owner(s) or successor(s) further agree: (1) that the
improvements or construction contemplated within the proposed RID is
feasible, (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
suff iciently developed. Provided, further, the owner(s) or
successor(s) shall retain the riqht, 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 petition or resolution method under Chapter 36.88 RCW,
and to appeal to the Superior Court the decision of the Board of
County Commissioners affirming the final assessment roll. It is
further agreed that 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) will be at the
sole expense of the undersigned oraner, their heirs, grantees and
assigns without participation by Spokane County.-
The RID waiver contained in this agreement shall expire after ten
(10) years from the date of execution below. However, the owner(s)
or successor(s) agree that if said RID waiver expires without
construction of the required improvements, the owner(s) or
successor(s) agree to construct the required improvements at their own
expense; pay to Spokane County the then estimated cost of the required
improvements to enable the County to complete the same; or furnish a
bond or other secure method suitable to the County (which may include
the execution of another RID waiver agreement), providing for or
securing to the County the actual construction of the improvements.
All of the requirements of this agreement shall run with the land and
shall be binding upon the owner(s), their successor(s) or assign(s).
This provision is applicable to McDonald Road and Rich Avenue.
E24 The County Engineer has designated Typical Roadway Section Number Twot
Collector Arterial Standard for the improvement of McDonald Road which
is adjacent to the proposed development. This will require the addition
of approximately 10-12 feet of asphalt along the frontage of the
development. The construction of curbing and sidewalk is also required.
E24 The County Engineer has designated Typical Roadway Section Number Twot
Local Access Standard for Lhe improvement of Rich Avenue which is
adjacent to the proposed development. :This will require the addition of
approximately 5-7 feet of asphalt along the frontage of the development.
The construction of curbing is also required.
E32 The proposed plat shall be improved to the standards set forth in
Spokane County Board of Commissioners Resolution No. 80-1592, as
amended, which establishes regulations for roads, approaches, drainage
and fees in new construction.
E33 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.
E38 Applicant shall dedicate the applicable radius on McDonald Road and Rich
Avenue.
E61 The County Arterial Road plan identifies McDonald Road as a Collector
Arterial. The existing right of way width of 50 feet is not consistent
with that specified in The Plan. In order to implement the Arterial
~ .
SHORT PLAT: # 938 / HARRIS, MICHAEL E. 3
Road Plan it is recommended that in addition to the required right of
way dedication, a strip of property 5 feet in width along the McDonald
Road frontage be set aside in reserve. This property may be acquired by
Spokane County at the time when Arterial Improvements are made to
McDonald Road.
E90 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 for 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.
ieeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeeqReport Viewerfleeeeeeee~eee~Qeeeeeeeeee~eeeeee;
°PAGE 1 14:41:27 28 JAN 1994 0
°Road# Road Names.......... MPost. Reference Descriptio Road Log Info..........
004144 RICH AV (START) 00.000 BANNEN CT (START) U 19 LIGHT BITUM. 200
° RICH AV 00.090 BEST RD U 19 LIGHT BITUM. 20
° RICH AV (END) 00.190 ELLEN RD (START) U 19 LIGHT BITUM. 200
004145 RICH AV 00.000 WEST END OF ROAD U 19 LIGHT BITUM. 20
° 00.050 BURNS RD (END) U 19 LIGHT BITUM. 200
° 00.1.90 PROGRES S RD U 19 PAVED 40
° 00.270 UPLAND DR U 19 PAVED 360
° RICH AV (END) 00.320 SOMMER ST U 19 PAVED 36
004239 RICH AV & CT (START) 00.000 WEST END OF ROAD R 09 PAVED 400
° RICH AV & CT 00.030 MOORE RD R 09 PAVED 40
° 00.210 ISENHART RD (START) R 09 PAVED 400
0 00.350 LILLIAN RD (END) R 09 PAVED 40
° RICH AV & CT (END) 00.390 EAST END OF ROAD R 09 PAVED 400
004284 RICH AV (START) 00.000 MARTINSON ST (START) R 09 PAVED 36
° RICH AV (END) 00.100 CANAL RD °
004143 RICH RD (START) 00.000 WEST END OF ROAD U 19 PAVED 40
° RICH RD 00.030 VERCLER RD U 19 PAVED 400
° 00.090 WOODLAWN RD (START) U 19 PAVED 28
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°PAGE 2 14:41:38 28 JAN 1994 0
°Road# Road Names.......... MPost. Reference Descriptio Road Log Info..........
0 00.210 MCDONALD RD U 19 LIGHT BITUM. 200
° 00.270 SILAS RD (END) U 19 LIGHT BITUM. 20
° 00.300 KELLER RD (END) U 19 LIGHT BITUM. 200
0 00.550 MAYHEW RD (START) U 19 LIGHT BITUM. 20
0 00.600 AVALON RD (END) U 19 LIGHT BITUM. 200
° RICH RD (END) 00.660 EVERGREEN RD U 19 LIGHT BITUM. 20
004157 RICHEY RB 00.000 THORPE RD R 09 GRAVEL 240
0 00.200 ELM LN R 09 GRAVEL 24
0 00.600 CHISOLM TRAIL LN R 09 GRAVEL 240
° RITCHEY RD (END) 01.030 MCFARLANE RD
004156 RICHEY RD (START) 00.000 ESPANOLA RD R 09 GRAVEL 180
° RITCHEY RD 00.520 HALLETT RD R 09 GRAVEL 18
0 01.560 RR TRACKS R 09 GRAVEL 200
° RICHEY RD (END) 01.830 THORPE RD R 09 GRAVEL 20
004146 RICHLAND RD (START) 00.000 HAYFORD RD R 09 GRAVEL 080
° RICHLAND RD (END) 00.310 EAST END OF ROAD R 09 GRAVEL 08
004278 RICHLAND RD (START) 00.000 LINKE RD 22 09 GRAJEL 300
° RICHLAND RD (END) 00.160 EAST END OF ROAD R 09 GRAVLL 30
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10 FAGE 3 14:41:04 28 JAN 1994 0
°Road# Road Narnes.......... MFvst. Reference DeSCr'lptlo Road Lag Info.,,.......
002908 MCDONALD RD (START) 00.000 SR-290 (TRENT AV) U 17 PAVED 200
° MCDONALD RD 00.210 RICH RD U 17 PAVED 20
° 00.360 HEROY AV (START) U 17 PAVED ' 200
0 00.380 xEROY AV (END) u 17 PAvED 20
° 00.450 WELLESLEY AVE U 19 PAVED 28°
$ McDONALD RD (ENo) 00.870 SANso~ (~TART) v 19 GRAVEL 22
003161 MCDONALD ST (START) 00.040 31ST AV U 19 PAVED 400
° MCDONALD ST 00.090 SKYVIEW AV U 19 PAVED 40
° 00.150 29TH AV U 19 PAVED 40°
0 00.214 ZSTH AV U 19 FAVEa 40
0 MCDoNALD ST (END) 00.280 27Tx AV °
0
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PIrA~'1~1NG DEPAR'I'MEN'r V.`ALi_.ts u HUBBArzD, DIRFCTOR
MEMORANDUM
T'O: Division of Engineering and Roads
Division of U tilities
Division of Buildings RECE VED
Spokane County Health District
Spokane County Parks Department
Spokane County Fire District # 1 J A N 2 5 1994
Trentwood Irrigation Dist. # 3 Spp~ COUNTY ENGlNEEf3
East Valley School District
FROM: John Todd, Planner 1
DA'fE: ranuary 26, 1994
SUBTFCT: Preliminary Short Plat SP-938-93
Attached is a copy of the application and proposed preliiiiina-ry Short Plat map submitted by
Michael Harris for the subdivision of approximately 1 acre5 inta 3 lots for single family
dwellings and those uses allowed in the underlying Urban Residendal-3.5 (UR-3.5) zone.
Please review this proposal and return your comments and reconlniendations by February
8, 1994. If you have any questions regardinb this file, you may contact nie at 456-2205.
Please direct any written response to John 'I'odd.
Thank you for your prompt attention. "
rA
Enclosures
c: Michael Harris, 4407 N. McDonalci Rd, Spokane WA 99216
Sara Marl:s, 1801 W. Broadway #110, Spokane WA 99201
1'ti'EST 1026131ZC)ADWAY AVE\L'E ' SPQi:?.\L, \'\lASlil\G'!-Q\i 99?6Q-0?4U • (509} 456-2205
~ ~ • ~
SPOKANE CO-tj'NTY _PLA.~ ~ ~ NG
~ PR~ ~ IMf~~ ARY S.f-10_LZ`T' PLA' I' APPLI. CA_ I: lON
. A . G{ ~~E, B A L f JN R ~R MA T' r() N:
NAhE OF C~C•~e-
M,?,,U-l,NG ADDRE55- HA-D ~ P~,,l ~D o~
CITY, (k SIWiT-; \-,/Q
a
PliDI\?E: (wor'c) 9 -7 (horliG) 5c~
I1+ APF'L.TCANT JS NO`S' OVVNEi:, FsN, MVIN'J?R MYI,I1{)1WI,.1"C'fON,
},()R AP['I_.IC; iNT 'E`O SF~~~ZVt? AS E"t i; l'1.If:i"~'TA'1'1 }1l".
LE G.Al OiN -E R'S N A Ni F': ~o, Pf [OME: ~ 9 1 y
, MAILTiNG ADDR..l15S:
~ PROFJECT{PROPt75 AL SITIs A_I1I: .f1 ~~7~•~ t~~~ wt_~, [ I~
A;55FSSOR PARCEL tdS DF f'RDfECTfPROE'OSIIlr _
:~DJACE.NIT ARTA OV~I...D ORCONTELCILI-~:i~ (f~c;res ar Sq f!_)
A~SE5SC)R PA1111CE-.L !!'S OF` ADJACIENTAREA WYNLD O1Z C(JN']ROL{..D)
S TREET ADDRk:S~ ~F PROPOSAL q_~' 4C ~G 4t
FiXIsTING Zo~.lE cLAss[F[CATION(s) (DATF EST,.O Usi-~T-D) ~ ~ • ~
EX[s-lla~~ ~~SE OF PPoPERTY 5_F -
x
Cot~~RE~~ENsWE- PLAN C1kTEGO;ZY'
5CH~OL D[ST"RIC:T :5,4
, ~
l
T-IRil-- iJjSTR1C"]' 'W A TE R l'lJ N\'L- Y0 Iz
PROPOSED USE OF Z'ROPER'FY:
Sifig1c ~amtily dwellings Dugalexcs Mohil'aini3yr cjwcllvags
Manufacturra9
Dclicr { ) - DCScribc; - -s.
L I S T P~'tF V 10US PL~[N?,,,l fN G C) E f'A itiT~I l;W A C:TI C)NS I I\11C) 1YV [hlCa T1 9~S 1'FtiC) 1 'I:RT1r: __m----
Lr0
~
B . L'• ' A1 , ,1 NFMMVI A" 1' 1 ON'
~ ~ ~ti ~ ~ c~ ~
LOCATION OF PROPOS.kL.
F
SE-CTION -3 - • ~'~1~rN~i~lE'' ~ fZA i,4[il~
NAME OF F'UBL1C RO11D(S) PF~OVI1.31'G AwsC1w.SS. m ~'~J~•n~~~ _ ~ ~ -
WITJTH C7F }'i?()pisi?TY FR()N-j'Gi,,lC: ~i~.f 1'L~IiC,?~' 1'C7;11~:
~ DOi:S niE FRC}j'OSAI. HAV}i, ACCESS'l-0 E:f~l~~la C3IZ Ili."!'El? IAL f1S E'C~
NAMC"'~~ OF,~~~~ERIAL ROADS
{
~ ~ -
~
~ l;d
~ . 4 ~J 4.,~ ~'p ~ ~ ~
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!`1.1,_CL.1_MMARY .][-ORFa PL11 Af'~PUCA1 IO1N Pii 2 f;?1 d
LEGAL DESCR.IPTI0€~ OF PRDPEi~I-Y (r1(mcf7 lcgal CGc3Cripii~.~E~ ~imnpcd by (,anrj 5t~rve;v4r)- iNC'1_UDE
LE'1GAL DESCRIM-701\1 ~0111~ Em+r m c- "roB F siJB OiV lDE:D Oa E'fZ~Lr~m lNt~R y Sf i c)R-f Pt,.m,-
. -P .~~''d~r-~G•~".•-~-~ ..r_.~T11 ~ r ~ ~ ~
Ef` )'OU I?a NO"i` fiCaLD "ITFi_,Iy 7"D P}70 P.'•:f.'f Y. W 1-1 A `f' 15 Y (D U1Z I N-1 f-- !{i:S-f !N !r?
A.) .
C. PALlNITNAR7' SI-lORriS P1..r11,r1~ (oi:INERA.l._r J{N1`ORMArl'4ONI.
~ ~4-3 .
N'lTA°I B k.R C?F L.O'f S. G k? OSS ARF:.A; I t ~
LO~' S~~~ --t 2 s 1~.1) R3E'[ ~.iN'S!"d'~''
,~~ZF-,:; ~.~.r~'~ ~~l~~i~~4~~•~ i=itC~NTAGr:l
PROPOSFD SOUi~C'E OF WATLR:
inclividti~i wcLs rallbI1C 5yslC11) ~ riVtiL€; C'OnlniUnil;~ Systerst [ )
0 thcr Dcscn bc:
PROPO5ED MEANS OF SEVVr'tCrP- D151'OSAL
T'ubLic sewer ~ornrilur7iL)+ s}~,tcr77 Scptic t.iln{.` 61 -i_11f1I1c A ~
lDa«blc PIuMbirIg ( ) I_7,:ry ~c~~~ca• ~ 1 C~~f~~r ( )
Desc:rib-e:
U-iILITY COiAMAt~TIES ANtUfO}l D1S-rfzim`4, PE'llovfl71: SutiVlcl: ~r()
5cwrr: -
G ilS: WalCC'
L~O YOU, OR Tr'-i;-- OWNFR INTHE-1 EN+CEN.€, '1,.O4_] ])(D NC7T 0~~~1N, "1''E-fi5 PIZOPEEZT1', H.-\I.'E: ,-4N V
F'D.ANS FOP, }=UTURTE A C7D 11'10 M S, f:X 1-1 Jl'!S ~ 0 H S 0 l; Fl1RTHE1: f1Ct'l1f fT1' R1=J...°1TF1:) TOTp tiS
PR01-1,0~AL? ves I i- r--S . a~-" ti~N.A 9iN:
. IfFIM ~IN A R Y ~~~10 P, T P L A`i~ I i\. 1111Z 0 V I{;iVll.." NFf' f dN IZr1I.-V IAION:
~ 6wE v i3L o F 5I` I M P i-Z C) N11°1=4::NT~ 11 R 0 P0 ~13~ Priupc ra'ick
I'u N ~~ads Aj-tcCMi Mti{jS ( j Traci X ruids
DLS CPJB E A,N 1f C-CJM B iN A"1 IC]N C) F A 130 V L;
FS`I`IMATF-DA'~IME PC-3?IOD EXPECTEi3 FC?I" COMPl,..E1-1: T~~:~ Vl:C.Of'M F~'_'f' O}„T9-iF, SUB 0IVfSION'
lS !P J4 A S 1JyG l_lF Tf~U. FI I\TA, E.1Z A'TI0 N' 0 FJ1 t«'. S T10 P T 171vA'1" 1`1 LC)i'()fil-~ f Y lN S7
~F Y51-f0 W' P HA S 3iN CJ ON "~~i 11 C P lZ 1:1,1M_1~j,\ 12 SI-1 C7}Z'1" P f..A'i' iM A f'
1S DEDlC,AT1DN OF LAND FOh FUBLIC lJM=; C0ti4 f 1-:M~'1-AT1.'.J] fl-',7rks, NChoC)lS, CIC.}? ~'C.ti t\~o
IF YS1S, ~.~11SCWE3F;
~
* NILT DENSITY IS UNI`!"S QR id.O-f"S P1:R :tL:f~li jN-fliNUS 1'f%'I!lr+1TF- rtINi-W0I~
(t-' ; ~ . 5 ~'~h ~ +~`t i
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~ • f L ~ f ' }`J ) ~ '
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ao~ LIiN l(IN A f:l' S i 10 R-l` P i__J1T A t'1~f.1CA'f'I(.)~J =1
~
- - - ~ ~ -
p f1PZT I t
"[HIS SECTION OF Tf-E AFPLfCA'I"101',! VfILL f'1tOVlDr T1-IL I'L.A.NNiNC.i
4NrRITI*EN NrER11-71Cf1TlQNTRA"I'T}-3F APPLTCAN"f' HAS T-fAD PRELIMIN1\Ri' CONSULTATIC)N `rVfT(( TllE
AGFMCIES IDLN'T'IFCFD. fZ.ESUL"fS OF '('HE PREL1MlNAIZY CONSULTATi0N SHf11.L Bf; INCrQRi'0RM"Ll7
`IN Tf-M PROf'OSAL GErORI3 1=1NA1, SUt3M!'I`I"AI.'I'O'i'IlL I'LI\NMM; I)Irl'Ald'~,,fFN'i'.
FJ.lZE:, i~~Ir~IZSEl:\L[~(!~IlZI~ UISTI21CT
A. T9JS PROPOSA.t.. IS Wi"['FUN FI]ZF PROTC.:LTiON DISTRiC".I' NO. ~
B. ADEQUATE AP.RANGEMF_N'i'S -J4~_-j" '(ilAti`L NC)T) BECN IM,ADE "I'O NtEl="I- OUI2 T,EED$
, IN PROVIDI~iG FOR A.~'~I nllF-QUATE tiVATL=R Sl'STEM AND FACILI"I'[CS 17OR 1=IRT
~ PROTFCTION PUFtPOSFS.
C. RECOM KENvED FLRE FLoW: orz v+\,' n13L F- ro cA i-c:u1.n-rr_ N r~NV
' BECAUS~ L;SE ~S NO-I' DEf'1~'I'1'I'~IE; A~~v ~ti'ILL f3E I~T'T1~Rt11Nl~I~ ,~~`I' F3U[LL)It1C I-t:F7~~if~1~
APPLICATIOIti "1`IME.
n . REQUIREMF_NrfS INCLU-DE::
1- r 111Aj5-4znz_ ~ ~4%~
~ ~
- - -
r-rrzE DI5TRICT ~iG,vA'IURL.fl_ITLL I?A"1'~
~,Y;\ T?; l l 1' U[ Z 1' O l Z
A. SA.TISFACTORY ARt.ANGEMENTS FOIZ A•• .S;(1C: 1'✓A"1'FIZ ;1NID F[IZf.: FI_OW
RECaUtRL-MENTS (1-1i1.V1?) Vl~: U ~ f3G l--- N N tA UL
13 . RFQUI.REyMNlTS/C0M?viEN7_5: r1q nn p1 Ris ha.vd7been submi, tted
, _ .
f
WA1FE12 DISTRICi D ATk=. .
COUN'{'1'
A PRELIMI.'ARY DISCUSSiO1`I HAS "I°;-\KEN f'LAC;FL ANla GEN17-RAL REEQU117&MEi`'FOR (:O.r1DS
A.NU DRAiNAGE HAVE BECN DjSCUSS}~D WI'I'71]L APP
A . CO`.f~iENTS:
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,A Pf2CI_.1M11NA_RY DISCLISSION H,AS TAKE-t\' 1'I._A ANU C;rN11R;11. 1ZCWI1:l;iMlD,,l"C'S f'U!2
SUBA4ITT'AL OF °THiS Pp,OPOSAL (I-lAV(?) (IIA~5 NQ'1') 13EN1 SA"I°1SF11;i). THC: l-)(:S(c_iNA`i'E:I°?
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P}2UVISION 0F 1'UBLIC SE l,vER ARE UNDERST«UD Bl' '('H FL AI'11_.IC; AN"1'.
A. COiAMENTS:
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f PRELIMLNARY SI-IORT PLAT API'LXCA`I. JPage 4 oC 4
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couN-rY OF sPoKArrE ~
SIGh'FD AND SWOi`N OR AFFLR.1vtED BFFUIZE O\' TIi1S
1993, B Y ~--i ~1) A_/
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SPOKANE COUNTY PLANNING
P1ZEY..,IMZNA.RX SHORT PL.AT .A.PPLICATZON
I'ART Z
A. CENERAL. INFnRMATIC)Ns
NAME OF APPLICANT/REPRESENI'ATIVE: I" L t C, v,,e,,
MAlL1NG ADDRESS: tA, q~ On aj d .
CITY: S 7 c K C.l nQ- S?'ATE: W~ "LI P: ~C?~ I~
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PHONE: (work) (~-7 ? ? (homc)~Q ~
IF APPLICANT IS NO"I' OWiVER, 7NCLUllE WRITTEN OWNt;12 AU'I'HOtZILAT10N
FOR APPLICAZVT "I*O SERVI? AS RI?PI21:SI;N'I'A'1'IVI",.
LEGAL OWNER'S NAME: M;~-~►uL L id~ rl~ r s PI•IONE: g~ I-~-7?-7
. MAILING ADDRESS: N, ~~Io7 M G 0p t,~ 1 cf
PROJECT/PROPOSAI. SITE ARL-n (acres or sy. l*l) ~f c( 6 Z, S~ _
~
ASSESSOR PARCEL #S OF PROJECT/PROPOSAL
ADJACENT AFZEA OWNED OR CONTROLLED (acres or sq. tt.) qg~ (o
ASSESSOR PARCEL #'S OF ADJACENT A12EA OWNED OR CONTROLLEU
STREET A.DDRESS 4F PROPOSAL M qqo7
EXISTING ZONE CLASSIFICATION(S) (un'fE ESTAT3LISE(EU) U 2 3, 5
EXISTI.NG USE OF PROPERTY S~ k z,r : e,f~ K4,'~ (
COMPREHENSIVE PLAN CATfiGORY Gf iz 3"g
SCHOt7L DISTRICT Vu I ~t- 4
, FIRE DISTRICT "~=I l WATFR PURVEYUR 1 rt., '~w o G t,~
PROPOSED USE OF PROPER"I'Y:
Single Camily dwellings Duplcxcs O Multifamily dwcllings ( j
ManuCacturcd homcs ( ) BusinCss ( ) induslrial ( ) Niixctl l►sc ( )
Other ( ) - Describc:
LIST PREVIOUS PLANNTNG DEPA.RTMEN'1' ACl'IONS INVOLVING TF{1,S PROPERTY:
Na~ PE I~,°,3~ R2
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I3 . LEQA INFnRMATInN:
LOCATION OF PROPOSAL: A/ ~ Co~►.a-- o'~ ~~'~L~t MG~~~,c:/C~
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SECTION ~ TOWNSf•111' Z ~ CZANGL y ~
NANE OF PUBLIC ROAD(S) PR4VIDING A;.CCSS: I\1 9) v~~ ai
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tiVIDTH OF PROPERTY FRON'I'ING ON PUB[_IC R0All: :38b
DOES THE PROPOSAL HAVE ACCESS "I'U AN ARTL'RIAL OR PLANNED ARTERInL YI;S O NO
NA1vfE(S) OF ARTERIAL ROADS
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PRELLMINARY SI-IORT PL,AT APPLICA"]'lON Paoe 2 of 4
LEGAL DESCRIPTION OF PROPERTY (Atuich Icgal dcscription sLimpcd by Land Survcyor). INCLUDE
LEGAL DESCRIP"I'ION FOR ENTIRE AREA TO BE SUIIDIVIDED ON PR,FLIMINAR1' SHORT PLAT.
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IF YOU DO NOT I•IOLD TITLL 7'O PROPLR"T'Y, WFfAT 1S YOUR 1NTCREST IN 17?
C. PRLLZMYNARY ,SIYO]ZT PLA'r' GENLRAL 7Nr()RMATI()N:
NUMBER OF LOTS: ~ GROSS AREA: 't q I
TYPICAL LOT SI7E: PROPOSED NE'1' t7LNSl"l'Y*:
SMAi.LEST 1..OT SI7,.F..; _ y M1N(MUN4 1'RON'I'i1Cr:;
PROPOSED SOURCE OF WATER:
Tndividual wclls O Public systcm Privalc Comniunily Syslcm O
Other ( ) - Dcscribc:
'PROPOSED MEANS OF SEWAGE DISPOSAL:
Public sewer Communily system Sepcic tank ancl drainfield ~
Double Plumbing Dry Sewer Otlicr
Describe:
UTILITY COMPANIES AND/OR DISTRiCI'S TO PROVIDE SEf2VICE "I"n TII1S Pf201'OSAI,:
Electricily: 1,1)~ ~ Scwcr: N 4'
Gas: ('U w P tiVatcr: 'Tl''<- »-4-w o,o I'hanc: G~ S We sf-
DO YOU, OR TFi.i OWNER IN THE EVEN'1' YUU DO NOT OWN TH.IS YROPEI2TY, HAV E: ANl'
PLANS FOR FUTURE ADDITIONS, EXPAN'SIONS OR FURTHER ACTIVITY RELATED"I'O '1'1-lIS
PROPOSfIL.? . Ycs No 11= YES, f:XI'[_A1N:
D. PRELINr7NARY .SH()R'I' PY.,AT INIPIZ()VI';Ml?N'"1' INF()RIVIATf()\':
LEVEL OF STREET IMPROVEMLNTS PRC)POSEll: PrivaLc roads O
Public roads V flrtcrial roads O Tract X ruiids O
DESCRIBE ANY COMBTNATION OF ABOVL:
ESTIMATED TIME PERIpD EXPECTED rOR OMPLLTE DLVCLOPMEN`I' QF THL- SUi3UI\'ISIQn:
IS PHASING OF 114E FINALIZATION 0f= TIfE; S1-iORT PLAT PRnPnCEI)? Ycs iN o
1F YES, SHOW PHASING ON THE PRELIA-i WARY SI-iORT PLAT MnP.
lS DF-DICATION OF LAND FOR PUBLIC USFL CON'I'CMPLA`I"E L7 (F'tirks, S0001s, ctc. 1'cs ONo ( j
1F YES, DESCR[I3E:
* NET DENSITY IS UNIT'S OR LO't'S PER i1CRC MTNUS PRIVA'1'E AND/OR PLfRI-IC ROAU ARF.:A.
~ PERMIT CENTER PASSPORT
Date: Number: -
Name P ho ne
Address
Comments:
CUSTOMER ROUTING
/
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. artment~~==~''::===~~~r~4;:`'~=.~v~::>: ENGiNEER'.3~D~e ~artment;:~::~~=~~•,~-
BUtLDING DePartment-~- PLANNING`~De
~ . P . . . _ . -P . . .
i Addressing s Admin. Exception i Approach Permit
= Building Permit ~ Arterial Rd Plan Info ~ I=1ood Plain Permit
~ Code Infomiation i Binding Site Plan Info i Public/Private Roads
: Commercial Review i Cert. of F-xemption i Res. Bldg Petxnit Rey.
i Confercnce i Comprehensive Plan i Site Drainage Info
s Energy Code Info i Cond. Use Perrnit s Subdivision Review
~ Fire Safety Review i Nonconforniing Use i Utility Perrnit
~ Wnufactured Home i Pemi it Review i Zone Change Review
~ - - ,
Mechanical Perrnits Shorelines Info
~ ~
Otlier Permits Short Piat Info NO E rIl ~
" -Revf r T'ime out
i niunibing Pemiits ] Subdivision Info
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~ ' . . . - •4•:,= ~ • - • • • ~
i Private Road Info i Temp. Use Pemiit ..TILITIES~Oep
~ Residential Review i Variance Appl. i APA Payment
i Scwer Permits s Zone Ciieck : Cert, of Exemption
Zone Tnfo Subdivision Review
UL.ID/Sewcr Info
i Zone Change Review
t' NO FF Is IZ1?QUIRE D NO F-EE IZE- QUIRED
Revicwer Time out Reviewer Tirne aut Rcviewcr Time out
I I 1 I
MASltiR1PASSNORl.C1'R 21I8J93
. - • ^
RECEIPT SUMMARY
TRANSACTION NUMBER: T9302373 DATE: 12/21/93
APPLICANT: MICHAEL E HARRIS PHONE= 509 891 6777
ADDRESS: 4407 N MCDONALD
SPOKANE WA 99216
CONTACT NAME: MICAHEL E HARRIS PHONE= 509 891 6777
TRANSACTION: PRELIMINARY SHORT PLAT
DOCUMENT ID: 1) 2) 3)
4) 5) 6)
FEE & PAYMENT SUMMARY
ITEM DESCRIPTION QUANTITY FEE AMOUNT
PRELIMINARY PLATS - SHORT 1 100.00
~
TOTAL DUE = 100.00
TOTAL PAID= 100.00
BALANCE OWING= .00
PAYMENT DATE RECEIPT# CHECK# PAYMENT AMOUNT
12/21/93 00014233 3511 100.00
PROCESSED BY: WENDEL, GLORIA
PRINTED BY: WENDEL, GLORIA
THANK YOU
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