Sprague E 14301 Simpson 60 Unit Condo
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REVIEW COMMENTS
SPOKANE COUNTY ENGINEER
DEVELOPMENT ENGINEERING SERVICES
PRAJECT B94110 REVIEWLR: Faul Lenneinann
PROJECT NAME: Simpson 60 unit Condo DATE: 1 Aug 94
ADDRF88: 14301 E. Sprague REVIEW 1
CammmS
A benchmark is required for this project. A benchmark is a physical
mark or object used as a reference for elevations. This point must
be left undisturbed by construction. Please indicate on Site Plan.
rhe County requires a Spokane County Type 4 drywell lid for
drywells in 208 swales. Specify on the drawings this type of lid.
Show a typical section of a swale. The swale must be sodded and
side slopes should not be steeper than 2:1 for up to 12" in depth.
For swales with greater depths use 3:1. The top of the swale should
be a minimum 2 in, above the drywell lid.
Please use drywell detail attached.
Drainage report must be stamped and signed by a licensed Eng.
Define the areas for the 208 calcs.
Show calcs for swale volume.
Show the length of ponding in the street. 12' is maximum for a cul
de sac.
Move the inlet to the low point.
Side walk width is 61.
Show detall of inlet.
Taper lengths are 100' minimum.
Show fog stripe.
Include R-value tests to support the 6" SCTC.
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Property deed is needed for 5' of R/W on Best and Main and a 20'
radius at the intersection.
Show a type B curb or give a detail.
Mound sod around drywell.
Grade sheets are required.
Correct gutter grades on plans.
A bond or some other form of financlal surety approved by Spokane
County needs to be submitted for proposal.s that require
improvements within the adjacent right-of-way. To expedite your
tbquest for a buildinq permit the County has 3 pre-approved bond
formats. If you chose to use a different format a member of the
County's legal staff will have to review it which will likely
result in a delay. The amount will be forthcoming.
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l'l o~►~ ENGIliTEER.'S RE ~SHEET
_ CH= WHEN LQ(GED llV, PINAL
gLDC. PE104IT # •Ur •FILE# B9411
Related File # ( )
Date to Reyiew 7-11•94 rume 11;00 a4~ P1t&CONSTRiTCTION
Date to AA & DR T~ime
Date Received 642-94
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Frajesct Name bU uNIT C0NDO SIMPSON
a,M A21'r/ No. Lots No.Acres
-Sec1foiu- - Towas0p - ikanp
SITE ADDRESS SPRAGUE E 14301/E BEST PARCEi. # 14543-9249
Applicant's Name DENMS BROVVN Phone # 276-7377
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Address 5314 HA3fiMtY QWNS RD DF..LR PARK WA 99006 Work- #
Date Cbnditions mailed
Contact person Phone #
FL.OOD Z-ONF J NO W S StH00L,
Engineer / $wvqor's / Arthiceet't 1Vame
Plaani.ng Contact Persou Phone # 456-2205
iDaterSubmitted Desmiptivn IWtials
~ZS.. J_f&AGR0avMNT TO PAY MSS OR PItlOltt'FY FEE COMPI A'rM & COPY TD ACCOUNTING
t FINAL PLAT F,CES OOMPLETED 8c COPY 'Ib AC:W[JNEN('i
% N4'TICE TO PUBLIC # 1 3 4 6 CO.iVTLETED - OR NEEDS 'Io BE SIGiNED
1~ DESIGN DEVIATION tUBMrMD ~
I ~ ALTERA77oN To p11AT - sLocx~ & LOTs ,
1 1 Borm REtEMM -ROAD & D`RAIIMAGE IlViPROVENEM
xEAItnvc EXAM -DENIEP- APrsAs:En esc ~ PRoJECr aPrIkov~ DMMn
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GlNMR*s REVEEW SHEET
EN
~ . ~escription Inihals ~
~ Date Subnut~ea
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k~,pV1te7Acw.for
PROJECT NUMBER= 95001179r APPLICATION , DAr - 03/09/95 PAGE= 01
THIS IS ~~T A fit£RMIT
PENALTIES WILL BE ASSESSED FOR COMMENCING WORK WITHOUT A PERMIT
SITE STREET= 19301 E-SpRAGUE AVE #001 PARCEL#= 45143.9249
ADDRESS= SPOKANE WA 99206
PERMIT USE= CONDO -(2) UNITS (PHASE I)
PLAT#= 999999 PLAT NAME= RANGE
BLOCK= LOT= ZONE= UR-22 DIST#= F
AREA= 00000000 F/A= F WIDTH= DEPTH= R/W=
# OF SLDGS= 1 # DWELLINGS= 2 WATER DIST = VERA
ORNER= SIMPSON, BEN PHONE= 509 226 3802
STREET= 24305 E RIVER RD -
ADDRESS= OTIS ORCHARDS WA 990 7•
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CONTACT NAME= MARK MC MANUSf PHONE NUMBER= 509 455 5411
BUILDING SETBACKS : FRONT= UNKN LEFT= UNFQJ RIGHT= UNEIN REAR= (JNFQJ
***,ir******~*~~,t***~~***~***~*~ REVIEW INFORMATION
DEPARTMENT REVIEW REQUIREMENT
BUILDING REVIEW COORDINATfJR - J FORRY
CONMENTS : ,
BUILDING PLAN REVIEW REQUIRED ~ 715
ClJNMENTS: D~JPt~~ 00 Sz"GLF !'AM Y.
ENGINEER APPROACH/FLOOD PLAIN/DRAZNAGE
COMMENTS: ,
ENGINEER DRAINAGE PLAN REQ' D a✓~ 3'!s
COMENTS : ,
HEALTHDIST NEW OR ADDITIONAL AASTE WAT R
CON~IENTS : L ~ " Jl
PLANNING SITE PLAN VIEW REQUIRED
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CoMMENTs :
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UTILITIES W/IN PRIORITY SEWER AREA ~ Q.•
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PROJECT Simpson Condo 89411014301 E. Sprague NAME tPL DATE 26=May-95
DRAtNAGE ITEMS UNRS QUANTITY P,RICE COST
1) Drywell - Type A EA 125000 0.00
2) Dryweli - Type B EA 2 1560.00 3120.00
3) Grate - Type 1 EA 31500 0.00
4) Grate Type 2 EA 34000 0.00
5) Grete - Type 4 EA 2 30000 600.00
6) Backfill For DW CY 80 16.00 1280.00
7) Cvncrete Inlet EA 75000 0.00
8) C.M Pipe 10" Dia LF 23.00 0.00
9) C.M Pipe 12" Dia LF 27.00 0.00
10) C.M. Pipe 15" Dia LF 27.80 0 00
11) C.M Pipe 18" Dis LF 31.50 0 00
12) Precost Msnhole EA 1500.00 0.00
13) Solid lid EA 310.00 0.00
14) Ditch Excavation CY 10.00 0.00
15) Sod SF 0 70 0 00
NON STANDARD DRAINAGE ITEMS
1)1Mlbert Vault Curb Inlet EA 25000 0 00
2) 0.00
3) 0.00
, 4} 0 00
5) 0 00
~ 6) 0.00
DRAINAGE SUBTOTAL 5000.00
16) Monument,s EA 18500 0.00
17) Batricede LF 3300 0 00
, 18) Street Signs EA 85 00' 0.00
OTHER SUBTOTAL 0.00
GRADING, SURFACING, CURB, AND SIDEWALK
19) Rough Grade CY 488 10.00 4890.00
20) Top Course CY 293 1600 4688.00
21) Bese Course CY 116 00 0.00
22) Asphaft Concrete Tons 200 4440 8880.00
23) Curb Type A LF 7.00 0 00
24) Curb Type B' LF 326' 8.00 2808.00
25) Curb Type R LF 8 00 0.00
26) SidewAlk SQ YD 274 1670 4575.80
NON-STANDARD ROAD ITEMS
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1) 0 00 ;
Z) 0 00
3) 0 00
4) 0 00
GRADING AND SURFACING 25841 80
GRAND TOTAL 30,641.80
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STRIE'I' QUANTITIE$ .
PROJECT NO.- 894110 DESIGNER- DATE- 5/26/95
PROJECT`DESCRIPTION- 5nowbird
STREET # 1
NAME- BEST LLNGTH- 326,.00 FT. WIDTH- 32.00 FT,.
BEGINNING STATION = 105.,00 ENDING STATION = 431.00
1: CUL-DE-SAC OFFSET PERP+I RADIUS = 45 .,0 0 RADI I= 20.00
TERM # 2 : CHOPPED
ITEM MEASUREMENT QUANTITY
SURFACE ARLA- 15867.73 S.F.
ROADWAY EXCAVATION 0.83 FT. 489.7 C.Y.
CRUSHED SURFACING TOP COURSE 0.50 FT. 293.8 C.Y.
CRIISIiED SURFACING BASE COURSE 0.00'FT. 0.0 C.Y.
ASPHALT CONCRETE 0.17 FT. 200.8 TONS`
CURB TYpE B, EXI`STING 0.00 FT. PROPOSED 823.8 FT.
SIDFWALK EXIS'I'ING 0.00 S.Y. PROPOSED 274.6 S.Y.
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TOTALS
ROADWAY EXCAVATIOAT 489.7 C.Y.
CRUSHED SURP'ACING TOP COURSE 293.8 C.Y.
CRUSHED SURF'ACING BASE COURSE 0.0 C.Y.
ASPHALT CONCRETE 200.8 TONS
CURB TYPE B 823.8 FT.
SIDEWAIK 274.6 S.Y.
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REQLTEST FOR DESIGl`T DEVIA` r0N' $30-00
DATE v vs~ $1; 19 9~-
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, R O A D N A M E R"-~ R Da4- - C R P/ R I D
NAME OF PLAT - ~-$3 kitowo~ a.s 'SYtoH/bi rcf', ~Piat #
ADDR,F,SS OF BLDG Bn 0f IVLa i V1 I~V~-• ~$~SK.
NAME OF BLDG PROJECT BLDG# 39 S 1t T 2 S R'tt?
FEDERAL/STATE .PROJECT # PROJEC-'T IMMTTS
EMSTING CONDTTIONS: PROPOSED IlVIPROVEMENTS:
Ro,aD wID17x , 01+' 3Z ' w ,
kQAD SURFAGE V040ye- a S~G~a tf DT ~
AVG. DAILY T~~AFF'IC A O d A DT
Curienti Tiraffic Count Design Year Traffic Count
PROJEGT'DESCRIPTION 60 Mc! l4ip1-e-- ~a' m il4 d N/~I1 in S jq
DY~ 1 Gres -
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PROPOSID DFSIGN DEVIATl.ON 5 n i ne.zr ►Covt 4i+i ov1 J110. 7 i yt a+e4
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NSlMGATION:
A s+i' n wr b'i vt a vt 8&,s + R o acQ a rx,cQ ~Vl.a r~l Ayen✓-e.
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SUBMTI'MD BY DATE 8
4DDRESS 17 ZO V~/ •~O V~1 ~~Vi Vt,~ 5_ oka t,e, JVVA> ZIWP j D£ ,~9 24~
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?HONE # (S0_1) 74~ 7 •1+4 0 O
ADMIlvISZ'RATNE VARIAN,CE F'EE OF $30.00 PAID TO SFOKANE COUN'fY
•RE411FST W1LL NOT 8E REVIEWED WI7HOUT FUNDS-
rASH,/CHECK # RECEIVED BY nelV
DESIGN DEVUTION
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STAFF RECONM[ENDATIONS , ~ , ~ ~
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~'6G4tM ~IN p I~~~OV ~L . Approved Appraved, */coadiuons Not APProved ' ~ s
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Projeet Manager Date
A~P/ZA~Il.v~dTG r~Q"1 fJ / c r ,
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Approved AppraPVed w/condibons Not Approved
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Plamng & Traf6ic Engineer Date
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Appraved Approved wconditions Not Appro_ved
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o~ecc Managment.,e6guieer Date
Approv,ed Approved wldondit►ons Not Approved -
Operations Engineer Date
SFOKA,NE COUN1`Y-ENGINEER'S
DETERMWATION:
-%pproved w/no conditions Approved as recomaended zrbove Not Approved
Spokaoe Counry Eagwear Date
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S P O K A N E C O U N T Y
OMcE oF THE Courw Etvcuvm • A Dnr[sroN oF rrE PtnUC WOttKs DgPatrrHtEvr
Ronald C,Hormann, P E, County Enginneer Dennis M Scott, PS, 'Dix*ctor
rVEM0 _~UM
DATE: August 11, 1994
TO Bill H
FROM: Paul L. IOC--
SUBJECT Design Deviabon for Simpson 60 Unit,Condo
Ali the existing curb ;is type "A" in the vianity,. I recommend approval of the design
deviation
1026 W Broadway Ave_ • Spokane, WA 99260=0170' •(509) 456-3600 FAX (509) 324-3478 1'DD,'(509)' 3243166
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= - RECEIPT Date 19~'_L No '~-v3~.7
F NO YOU ~
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94- ~ Address
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ADAMS & CI.AIM IlNC. FAAMEfiS 8 MENCHANT'S BANK
ENGiNEERINQ & LAND SURYEYING ~ Wrootn 81dg CRIce 0004807
1720 W 4TH Spolaane. WA
SPOKANE, WASHINGTON 99204-1702
(b09) 747-a6D0 sas7a12s1 No oa~ vEtcoR r~o
4807 8/09/94
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Spokane County Engineers
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•I~UTHOAIZED ~
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1190 01. 8 0 7 "l• 1: L2 5 L 0 5? 4 L1: 8 0 081134 31116118
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OFFICE OF T'FE COZNTY SNrINEER
SPOKANB COUN't"Y, WASHIN+GTON
Project: Simpson 60 Unit Condo Date 7-11-94
Address: E. 14301 Sprague
Parcel No: 14543-9249 Ref No. B94110
The County'Engineering Department has completed a review of
the above referenced project. The following information must be
provided in ordep for us to proceed with our review.
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A) For any~n surface area, for an asphaltic roof, or
roof 5o~w-hard
t 'nih HVAC machine , a drainage plan
for thesi,te shall be prepared cornpliance with
Spokane County "Guidelines for Stormwater Managentent". At
a minimum the plan must contain:
1. Drainage calculations for stormwater volumes
generated on site.
2. Calculations for total impervious surfaces
contained within the site.
3. Finished grade elevations for structures to be
constructed on site.
4. Finished grade elevations at the top and bottom of
the 208 swale.
5. A typical cross section of the 208 swale.
6. Calculations to justify the number and type of
drywells propased.
7. Elevation of drywell inlets where applicable.
8. Copy of the proposed landscape plan.
8) The subject property is affected by the "Findings and
Order" and the uConditions of Approval" for the following
land use action:
Spokane County Zone Change No. ZE-46-93
C) The following improvements withi.n adjacent Right of Way
are requi.red prior to the release of a building permit:
1. You must submit road and drai.nage plans for street
improvements. These must be prepared by an
engineer. Plans must be prepared for the following
streets:
a. Main Avenue,. Typical Roadway Section No. l,
Local Access Standard.
b. Best Road, Typical Roadway Section No. 1,
Local Access Standard. Applicant shall design
and construct the cul de sac at the terminus
of 8est Road to Spokane County Standards.
All required construction (sidewalk/curbing/pavement) within
the Public Road Right of Way is to be completed prior to the
release of a building permit or a financial guaranty in an amount
estimated by the County Engineer to cover the cost of
construction or improvements shall be filed with the County
Engineer. Required plans are to be submitted prior to estimating
the amount of the financial guaranty or permit release.
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2. Applicant shall dedicate an applicable radius on
Main Avenue and Best Road and 5 feet of right of
way on Main Avenue and Best Road.
3. Please submit a copy of a recorded property deed
from the Auditors officE for the subject property.
Upon recea.pt of the deed our staff will prepare the
right of way deed.
4. Approach permits must be obtained, after a site
plan has been approved, and before the issuance of
a building permit, from the County Engineering
DePartment for any new or improved driveway
appfoaches to the following streets:
,
: Best Road
b Sprague Avenue
D) Insufficient information was submitted with the proposal.
We are unable to proceed with our review. We will need
the following before we can proceed:
1. Site Plan.
2. Drainage plan as specified.
3. 4ther information:
a. A parking and traffic circulation plan shall
be submitted and approved by the Spokane County Engineer. The
design, location and arrangement of parking stalls shall be in
accordance with standard traffic engineering practices. Paving as
required by the County Planniag Ordinance, will be required for
any portion of the project which is to be occupied ar traveled by
vehicles. It is illegal to back out onto the Right of Way.
b. The County Arterial Road Plan identifies
Sprague Avenue as a Principal arterial. The existing right-of-way
width of 110 feet is not consistent with that specified in the
Plan. In order to iniplement the Arterial Road Plan, in addition
to the required right-of-way dedication, a strip of property 10
feet in width along_the Sprague Avenue frontage shall be set
aside in reserve.+This property may be acquired by Spokane County
at the time arterial improvements are made to Sprague Avenue.
c. Applicant shall dedicate a 30 foot Tract X
road from Sprague Avenue to Best Road. 1"his shall be accomplished
through a Notice to the Public #l.
d. No access from Best Road to the Tract X road,
(driveway) shall occur without specific authorization from the
County Engineer.
e. Driveway access shall meet Spokane County Fire
District #1 standards for emergency service vehicles. Written
verification shall be submitted with building permit plans.
E) Utility Condition: Permittee is responsible for arranging
for all necessary utility adjustments or relocation as
required for completion of the improvement.
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F) The owner of the property or the authorized
representative must complete and sign Spokane County
Engineers "Agreement to Pay Fees". This document must be
returned to the County Engineers Office. Plan review will
not be completed until this document is executed. This
document is attached to these conunents. Please return
the completed Agreement to your contact person at the
EngineeXs, Department.
The applicant or his representative has been given a mini.mum
requirements list. This list is not inclusive of all the
requirements ne d,,but should be used as a minimum guideline.
Without the "mi ' " requirements the Engineers Department may
not be able to p!Ttzorm a complete review of the project and could
result in prolongilag the period before permit issuance. Only
after all the information and requirements listed above are
supplied or completed and the necessary review has been
accomplished will your building permit be released.
Your contact person at the County Engineering Department is
Robert Turner, 456-3600.
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NOTICE OF TRA*NSMITTAL
ADDRESS: z ~ PRO]ECT lf
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BUSINESS NAME. PARCEL NO./LEGAL
DESCRIPTION:
PROPOSED SE• , ~
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PHONE:
REASON FOR TRANSMYTTAL
PREAPPL[CATION CONFERENCE PRECONSi'ttUCTiON CONFERENCE OTHER
DATE: TIME'
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DOCUMENTS CIItCUI.ATED
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' DISTRiBUTED TO:
ReD DESCRIPT[ON BUILD[NGS PLANNINa ENGINEERS HEALTH SCAPCA FUtE DiST t OTHER.
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r5z Site P[an (new (rewsuo
/~,,,ilti~l l'►a T v~~, +l + v4 r~o0^N• r~vj .n ' ~Y~ a1t YF
~..~~lS List
IPadung Plan
SlSnaBe Plan iZ ti++5~~ ,n rt',#. s rn 1~n `~-~t:
.~~;r~ s~ . , v1.<. ~f`;~~~
$tE~\"` fi' ~t -AV
Laghting Ptaa 4ti u
><j.''~',.'a.3'¢ ~
Drainage Plan - ,
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Drauaage Calculatious ` v-~~ s,~,. J~w 4 +Y,Y E,
' e- `,~~ipr`~.~+T~jpt•}~vry l'~ ~ , Y , ~ fifiW w~ f ~ yl I ~
w~ v st l h ~ Jl+. .r-. t ~++~N{ H }+~~44c. 4
Agreement to Pay Fees ~..fy~ ~ i~.+-`~~ ~ i ~rl~• ~1`r~.y~i J > k~3 : rxr h y~~~~~~ ~i<iU
r'~C N M i w i
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Imgahon Plan : Y r t f• ~rrv~ ~
.v~ ~ ~ ~ 'RKtt ! i i > 1 r S M ~ 1
L8l1&capC pl8fl
PsVQVsaa/~V i/irs~Vi
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r ~S+'~CY_ ~ r + {1r / icM1sv$~ C a ti ~ ~ Ir ~ w Wpri
l1l,YY ti I. / F k'fAh I ✓
I.AZidSCAPB COg FAl[[1StC
WPn
Traffic G.cculation Plan
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• . . "s virw ! .,I ~ ,r~{A~~r~ti~
~ ConstrucUon Drawings
{ Y ~It ~A~ 1 A fX M Y
i',oot Pian I Y r ` ~sr~:ii}`~~ jt ' ry f+c~ i - • ~ ~e... ~ .
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?he aboue items havoe been ' b
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recerwed: ~ ~~~-~y ~N~►B
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Date of Trnnsnuttal.~- Rewew Caord
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Circulated hy
SJmLaite Coutity Diwcirm of 8yildrngr # 1026 WN%i Bomrdwaa Atwnue ~ Spoknue, WA 99260 *(509)456-3675
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S P O K A N E C O(.J N T Y
OFRce aF Ttte CvuNry EHCtNEn • A DrvWON oF nM I'ueuc WORtcs DEPAttnMEnrr
Ronald C. Haranann, P.E., County Engineet Dennts M. Scott, P.B., Director
PRIORITY FEE AGREEMENT
ENGINEER'S AGREEMENT NUMBER
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Thja agreement between SPokane CountY and h ~
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whose lnterest 1n the project is Oxtw ~
' e8e~ .
Is entered lnto this ~ day of J ,19 94C. This agreement is applicable to the project
known as: 5noa `r -2 E. - 4-6 -13 ,
That the individuals and partieAs named herein as having an interest in the above describeci praPerty or
project agree to the foUowing.
l. They reque,st thet priority teview be g'nren to their project.
2. Reimburse Spokane County for project review and inspectian fees as specified in
Chapter 9.14 of the SpolcAne Caunty Code. The fees will be based on doubte-time
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a?st inaurred by Spokane County for project reviews plus ten percent Administratrve
charge, and wiil be billed monthly as accrued. Any final biiling amounts, to include
any late fees or any other expenses incurred in the aallection of an overdue account
must be paid prior to the County's acceptance of the project for 61ing.
3. The undersigned agrees that these fees are due and payable upon receipt of the
billing as apecified ebove.
4. Any invoices not peid within 30 days of the invoice date will be subjected to a late
fee charge of 1% per month (12% per year) on the unpaid balance of the account
and any accrued late fee chatges. In addition, if any outstanding balance on the
account for ttus project is not paid within 30 days of the invoice date..no further
reviews of the project documents wi11 be oonducted until the entire account balance
is paid. Any balance on the account for thie project not paid within 65 days of the
invoice date may result in legal action or the initiation of othcr collection
procedures, including referral to a collection agency. The Sponsor will be liable for
any and aU eapenses incurced by the County foc the coflection of overduc accounts.
S. The monthly billing shou be sent to the attention of:
P~y1 s~' SDI~
NAME• drt,
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ADDRESS. 0
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crrY, srATE: 04: s Orclldds,10i4
ZIP CODE: I 47O 2 7
PHONE a 2(o - 3 8 o z
I undec$tand that failure to pay these fees may resutt in delay in completion or approvat of the project or
other possible sanctions.
❑ If this fee agreement is oompleted by someone otlier than the Sponsor (i.e., the
project owner or a principat in the firm sponsoring the project), such as the Engineer
- designing the project, then written authorization from the Sponsor epecfiicAlly
euthorizing the Agent to execute this Fee Agreement is attachecl to l1tis Fee
A,greement.
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SIGNATURE By: •
z, i~ M~5o11
(PRIIVT NAME)
RETURN PINK COPY TO SPOKANE COUNTY ENGINEERS
k1P"rbrily.laa 6R0/43
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~ BUILDING PERMIT C4ECKLIST
N-PRE-APP
NPERMIT # Ji- . . ADDRESS ~ MEE1'!NG
TY i~d I ~ N
1FR-EQUiRE01 COMPLETED I
M MANAGEMENT ~
AGREEMENT TO PAY FEES ~ X ~
RIGHT OF WAY DEPARTMENT I I
DEEO
EASEMENTS I I
RNV oo M,^ .-N S~ o.ti ~e- sr ~ l~~ ~,~s X ~
RID - I
LEGAL DESCRIPTION CHECK I I
LETfER FROM SCAPCA I I
RECIPROCAL USE AGREEMENT I I
APPROACH PERMIT ~ X ~
N 7►' P-ti tAa 3o' °t~AcT ( v I
N . SITE - ~
NORTH ARROW ~ X ~
SCALE ~ X ~
BENCHMARK ~ X ~
ROAD NAMES ~ X ~
R/W DiMENSiONS I X ~
PROPERTY LINES ~ X ~
SET-ASIDE shown on plans ID ' oN s~--~ a4 PA A-Lei I X I
GRADES (min 1.0%) ~ X ~
STAMP I X ~
PAVING (surface description) ~ X J
TRAFFIC CIRCULATION PLAN ~ X ~
LANDSCAPE PLAN (208 CONFLICT) ~ X ~
DrywelVLid/InIeUSplash Btodc Detail ~ X ~
I I
I I
I I
N oRaitvAGE ~
Roof construction ~ X ~ NVAC on Roof ~ X ~
Swale volume calculations ~ X ~
iSwale Cross Section ~ X ~
Pre Developed CondiUon ~ X ~
Post Devetoped Condjtion X ~
SPECIAL SOIL TESTS ~
DITCH CALULATIONS I I
Pipe/BACKWATER CALCULATIONS I I
GRATE CALCULATIONS
RETENTION/DETENTION CALCS I I
10/50/100 YEAR STORM
TR-55 ANALYSIS I I
I I
I I
North Arrow I X l,. ~ !
Benchmark
scale I X I ak-- r
~ )C I
Gutter Grades (>0 8%) sk.,,,, ~,stZir-'CT
Cross Slope (2 0%-4 5%) t3eed c~i~¢
Drainage Report I 1l I
Dramage on Ptans T,,Aer I ~ I
Curve Data (radius, hc, vc) I ~ I
Pavement section (NF-o Rod uceJe, R- Vat we ) I ~ I
Tapers/fog stripe I 1~ I
Engineers Stamp I '~l I
Quanbbes/8and estimate
Bond ~ ~ ~
Myler I 1
Owners Signature
County Stamp ~ X
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APPLICATION ViI.ORKS,H~ET
L Generai Information
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we oguzua Ztiocupant 03 u~ ~ng ui t / 3tona
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Spokane County Dwision oi 6uitdings
1026 West 6roadway Ave " Spokane. Wa 99260 '(509) 456- 3675
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SCAI.E I N FEET\
1"a60 •
V2CINZTY KAP
LEGAL DESCRIPTION
Part of the SE 1/4 SW 1/4, Section 14, Township 25 North, Ranqe
44 East, W.M., Spokane County, Waahington, described as follows:
Heqinninq at the southwest corner of said Section 14: thence N.89°
41100"S. alonq the aouth line of tbe SW 1/4, 1797.50 feet; thence
North, 80.00 feet, to the southwest corner of that survey shown
on Document No. 7708250232, the True Point of Heginning; thence
S.89°41000"W, alonq a line parallel with and 80.00 feet northerly
~ of the south line of said SW 1/4, 449.78 feet, to the intereec-
tion with an exteneion of the westerly boundary of Vera Vu Addi-
, tion as recorded in Volume 2 of Plats, Paqe 80; thence N.0'
02154"8. alonq said extension and eaaterly riqht of way line of
Best Road, 662.34 feet, to the southerly riqht of way line of
Main Avenue; thence the followinq three (3) courses alonq said
~ right of way line, N.89024112"B. 147.68 feet; S.81'40106"B.
302.99 feet; N.89641'00"E. 1.75 feet, to the nortbwest corner of
said survey, shown on Document No. 7708250232; thence South,
alonq the westerly boundary of said survey, 617.50 feet to the
True Point of Beqinninq.
~ EXCFsPT that portion of the SB 1/4 of the SW 1/4 of said Section
14, described as follows:
Commencfng at the southwest corner of said Section 14; thence
~ N.89'411'00"8. alonq the eouth line of said SW1/4 1797.50 feet;
► thence North 80.00 feet to the eouthwest corner of that survey
recorded under Auditor's No. 7708250232 and the Point of Begin-
i ning; thence S.89041000pW. along a line parallel with and 80.00
~ feet northerly of the south line of safd SW 1/4, 419.78 feet;
thence N.00002'54"E. 250.00 feet; thence N.$9'41'00"$., 419.57
feet to the weet line of said survey recorded under Auditor'e
No.7708250232; thence South, alonq said west line, 250.00 feet to
_ the Point of Beginning.
AND bXCSPT that parcel of land as described 3.n Document No.
89032302389 (Said document beinq a riqht of way deed to part of
Beat Road).
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' PARCEL NO. 45143.9249
SECTZON 14-25-44 EVl.
SPOKANE COUNTY, WASAI:
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REVIEW CONMENTS
SPOKANE COUNTY ENGINEER
DEVELOPMENT ENGINEERING SERVICES
PRQJECT B94110 REVIEWER: Paul Lennemann
PROJECT NAME: Simpson 60 unit Condo DATE: 21 Mar 95
ADDRESS: 14301 E. Sprague REVIEA 2
COIMNTS
A benchmark is required for this project. Abenchmark is a physical
mark or object used as a reference for elevations. This point must
be left undisturbed by construction. Please indicate on Site Plan.
The County requires a Spokane County Type 4 drywell lid for
drywells in 208 swales. Specify on the drawings this type of lid:
Show a typical section of a swale. The swale must be sadded and
side slopes should not be steeper than 2:1 for up to 12" in depth.
For swales with greater depths use 3:1. The top of the swale should
be a minimum 2 in, above the drywell lid.
Please use Spokane County drywell detail.
Provide 208 calculations for swale volume.
Dedication is needed for 5' of R/W on Best and Main and a 20'
radius at the intersection.
A bond or some other form of financial surety approved by Spokane
County needs to be submitted for proposals that rec[ture
irnprovements within the adjacent right-of-way. To expedite your
request for a building permit the County has 3 pre-approved bond
formats. If you chose to use a different format a member of the
County's legal staff will have to review it which will likely
result in a delay. The amount will be forthcoming.
COORDINATE ROAD PLANS AND 3ITE PLANS WITH EACH OTHER.
Either an Engineers Stamp or an Architects Stamp must be on each
page.
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Provide backwater calculations for the plpe network.
Revise spot elevations to eliainate offsite flow into R/W and
ensure correct flow patterns internally.
Cleanouts must be installed at each angle point and junctzon in
pipe network.
Dedicate a 30' tract "X" road Notice to public #1.
Provide written verification of approval by FD #1.
Detail the lawn maintenance under the bridge to ensure 208 pond
effectiveness.
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S i>~ K ~ N 4C O L3 N'I' Y
OnqaE oF TmE Cowry F.NcuNsER • A DIVTSION OF THE PUBLIC WORKs DEPARTMENT
Ronald GHorniann, P E, County fingineer DennLs M Scott, P E, Director
March 21, 1995
Snowbird Condos
Marc McManus
455-5411
A review of the road, drainage, or site plan for the above-referenced building permit has
been ac,complished Areas of concem to the Spokane County Engineering Department
are indicated m red on the attached plan set and calculations marked "ORIGINAL" Please
make the correc#ions and re submit them to the Buildong Department in order that the
neview process may proceed. Highlight all changes to the resubmrtted plans and inciude
the comment mark-up copy with them
Piease note that the pian set and caiculations marked "ORIGINAL" are official public
docxaments and must be retumed with the revised plans and calculations Review of the
revised plans will not proceed until the "ORIGINAL" set is retumed to the County.
tf you have any questions about this review, please contact us at 456-3600 Thank you
Very iruly yours,
Ronald C Hormann, P E.
Spokane County Engineer
Paul A Lennemann, E I T
Plans Review Engineer
1026 WBroadway Ave • Spokane, WA 99260-0170 •(509) 456-3600 FAX (509) 324-3478 TDD (509) 324-3166
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S P O K A N E ~ C O U N T Y
OEPARTMENT OF BUILDWGS • A DIV[S[ON OF THE I'UBLIC WORKS OEPARTMEMT
jAMES L MANSON C B O, DIRECTOR DENNlS M SCOTT P E, DIRECTOR
AMENDMENT
TO: Dennis Brown
FxoM: sheme wxignt, secretary RECEIVED
Division of Buddings
J U L 18 1994
DATE: July 14, 1994
SPOKANE COUNTY ENGINEER
RE: Amendment to 7/11/94 Pre-Application Conference Summary
14301 E. Sprague 60-Qnit Condo Project
AMENDMENT TO SUMMARY OF DEPARTMENTAL REQUIREMENM-
1. ENGINEER'S DF.PARTMENT - BOB TURNER
4THER REQUIRED SUBMITTALS ADDITION
Road plans for Best & Maut
Please revise your summary accordingly. Shauld you have any questions or need additional
information, please feel free to contact me.
sw
oc: Dennis Scott, Fublic Works Dinector
Kelle Vigeland, Spokane County Air Pollution Control Authority
CODE ENFORCEMENT DIVISION
WEST 1303 BROADWAY 0 SPOKAIVE. WASHIIVGTON 9926o-O55o 0 (509) 456-3675
FAX f5o91 456-4703
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NON-NEGv s1ABLE 0 ~s~.~
t'~
FARMERS & MERCHANTS BANK
OF ROCKFORD ~
ROCKFORD WASNINGTON Date JUNE 13, 19 95
Thls certitles that bW SIMPSON
has deposited wlth this bank for safekeeptng, the following descrlbed property, viz:
~
F DEFCkSIT F1UR BEN SIMPSON. HELD FUR SP'0KANC COUNTY t
CD # 3060016170 CAN NOT BE RELEASED UNTIL FARMERS & MER!CEiANTS 6ANK
RECEIVES A RELEASE FRC++1 THE SFOKANE CCXJNTY.
t`D AM]IU $3,0. 700 . 00*
.
to be dellvered upon the order of the depositor. or~ legal representattve or attorneys. on the return of
this certificate. This neceipt !s not negotiable and Is not transferable.
ThcpropeetyreiaybedcUurredwlthoutthcreturn vtthtsrecelpGattheoptlonofthebank tntheeRoKpcopadytocartforandpneservethepropeitydepoWtea
be
lsereunder the hank wtliextmtse asgt+eat precautlorss aa It exetts to sateguard Its own peopettq. but In aplte ofsuch preeeotlona should aald ppertyoranyotlL
lost destroyed oratoka the bank w1U nat be Uabk and bey~ond tha extnclae of auch due dUtge~nee no Ilabllirywhatever ahatl auach to the bank byreaaon otsald
dtpoatt: horshall the bank be llabte forproperty returned orddivered to nny peraon who ahall pradua elther the orlgtnal mcefpt ocany authortzed dupitcate. nniesa
wntten notlca prevtous to such ddtvery. shal! have beengtven to the bank byoron behalfof the depoeltoc 3etting forth that eald reatlpt hasban IosLm1s1a:Q.atakR
orhaaothervvtsepasxdf:omthepossesstonufiheawner TRcdepoaitoragrem prcmpUytowlthdrawaa! roperty.shouldtheQankiequestthatttbewtthdrawn
O/U-2 - ~ c ~f s
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I concur in a11 the foregoing and agree I hereby acknowledge reoefpt of the above described
i
to each of the above tions properly. this day of 19
Deposf tor signe htre~ n LF~IVING propcrty. Depasitor slgns here on TAKING PROPER'IY AWAY
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08/17i94 09t57 a 509 747 9913 ApAMS&CLARK-SPD. 02
AUG-17-94 WED 7:41 GIFFGRD CQMBUL*TANTS PNC. P043342975 F•02
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Asphtttc Techriology • Aspkajt L:rtulsi4tts • PolyMor Aspbalcs • Rh►eotogY
N, 4617 Pitya St 0 03 ►P,0. Sox 6304 11 SQokane, WA 99207
(509) 469-17S8
a i f Portl Cor►su 1 tants , 1 nc .
2020 F. Springfield
spokane, WA 99202
AugusZ 16? 1994
ProJect #2740
Attn s arant Ctttnmr ne
Rat WSDOT R-vatuo on soi 1 PrOm Bdst Rd, extans i on.
A samU1o of soil contairring gravai was recelved 6-8-94. Yhis
nia-t,ar i a 1 was scal pod on the 3/4" a i ove and sGreonod Qiti other sieve
s i zas to a 1 1 ow f ot~ acCurat• batch j ng of teat sanip 18s . No awa 11 was
roGorded, tF,e «••va 1 ue i s roported ati 400 ps tiexudation•
~m'l I --Q- :..Y.A.I.~t ~
4asL' Rd, TO F~ompect~~,ll sut~miL~,ed,
Kent ander son, M I CE1' I I I
RECEfVED
AUG 16 1994
oir►oO►e eeNIVLYaNtO. iNG
I'OKAN•
s 9
`98,/17i94 09157 :R 5b9 747° 6913 ADAMS&CLARK-SPO. @ 3
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Clark, DANIEL I3. CLARK; P.L.S.
~ i~~t7s & Ine, - LE31dE D. KtLLINGS'WORT'H, P.E. ,
Ctvil ^Engir►rers e Iud Sun►eyora • Land Pimm- brs • Laitdsc-ape ArchiteM STUART A. DEYSENROTH, A.&.LA
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F" (509) 74708913
F1~ es 4-56-471,G
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1720 W.°Fourth Ave. 9 Spokanh, WA 99209-1,702 0 (009) 797•4600 4 It'ax (509), 79?-Bi11 3
• , ADt4MS & ClARK INC ' . ~ 1720 W Fourth Avenue
LETTER OF TRANSMITTAL
Spokane, WA 99204•1702
(549) 747-4600 Fax• (509) 747-8913
TO Date Jo
b No 9!C _13d'
~
Attention "pj
Re R4 ~ - y
WE ARE SENDING YOU:
~ Attached Under separate cover ma the following items
Shop DravAngs Prunts Drawings Samples
Copy of Letter Change Order Specifications ~
Co ~es Date No. ~
Description
r}
~
THESE ARE TRANSMITTED AS CHECKED BELOW
For approval Approved as submitted Resubnut copies for approval
~ For your use Approved as noted Subrmt copies for distnbution
As requested Returned for correction Return corrected pnnts
For review and comment For bids due Pnnts retumed after loan to us
. ~
~ RECEIVED
coMMMNTs: SEQ
- ~ SPOKA ~
COPY TO SIGNED
4 C 1~z
EC'A7L GIFFOAD CONSULTANTS, INC. E- 2194 - 2 9
Geotechnical Engineers
2020 E Spnngfield • Spokane, WA 99202 • Telephone (509) 534-3670 • Fax 534-2925
August 17, 1994
Adams and Clark, Inc.
W. 1720 Fourth Avenue
Spokane, Washington 99204
Attn. Mr. Randy Labeff
RESULTS OF SOIL SAMPLING AND SUHCONTRACT R-VALUS TLSTINa FOR THE
BEST ROAD EXTENSION PROJECT, SP4RANE, WASHINGTON
This letter presents the results of soil sampling and subcontract
R-value testing for the proposed Best Avenue Extension project in
Spokane, Washington The purpose of this work was to provide
soil strength parameters for pavement design for the proposed new
roadway extension
We understand that the Best Road Extension pro3ect includes
constructing a 270 ft. long paved extension of Best Road, south
of Main Avenue, as shown on Figure 1. When we visited the site
on August e, 1994, the alignment was covered with a 9 inch layer
of compacted, crushed rock base course. We excavated through the
base course and collected a representative bulk soil sample of
the native subgrade at the approximate location shown on
Figure 1. We estimate that the sample was obtained from an
approximate elevation of 2022 ft. The sample was visually
classified, in general accordance with the procedures described
in ASTM D 2486, as cobbly, sandy GRAVEL.
The sample was tested for R-value in general accordance with
WSDOT Method 611. Test results, which are presented in
Table 1, indicate an R-value of 70.
We appreciate the opportunity to be of service to you on this
Allen B GiHord P E
President
. e
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Adams and Clark, Inc. E-2194-29
August 17, 1994
Page 2
project. If you have any questions concerning these results,
please contact me or Allen Gifford.
Cu
7 qy
Sincerely, Q11
~c GIFFORD CONSULTANTS, INC.
Owit
Grant R. C mmings , PA., P. G.
Geological Engineer
~N 8. C
Q'v~P Ole W ~,~,yQr ~4
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FGiS ~EP►F
Allen B. Gif
President
EXPiRES 05I23la~ R
Encls: Figure 1
Table 1
Drawing Date 9/1 ~~9y Drown By Checked By Field Rep
So1 P,PIC # 1
EX1SrWG ENO S.I. 4+31.02 6FST
END aSPHALT Q OF ASPNALT 1+00 YAM
PROPERIY UNE STA 1+05 ~ vft ~
~'IYP1CAla rN z 20' ASPNAl.7
j~ c°~ c~ B T s P E R
~ -
EDGE OF ASPHALT 1 ~
Ma 1 z BEST 3 12.a~a' 1- A F o 4-. c---- .
~ ` R~AD s i a o paST1NG MH
AQ N d0'02'S4' E 331.02' _ ~
O 19.56, F.O.C E)qS71NC
O MH
3a
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C~ ti ~6 I 169.45~
" g
R-45' sz ~
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aNDnRD c~Errr
R=61.5' £ND SlDEWqIK CONCRE[E ARPROACH DQ
SUl 2+1284 ~A 2+75 TO 3+ 10 j W
sTANDRa
WHf.EI CHAlR
o a ~
CURB tNIET RMQ
'ME l "20~' POND, STA 0+66 Ta 1+15 z I
STA 0+90 gpnOW a
Z018.28 ~ j
TYPE A D.W. 0 STA 0+77, 16 S' R? ~
GRATE Q. 2018.78
Roac( Exteitsloh
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Sces lf,; 1~= Sa' AaV c+SZ, 1~r9y E~l9y~9
~ QIFFO~ H ~at EutsiN~s INC. FIG. 1
2W0 E, 8pdaglGN A"., Speuaa WA 99202
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a , E-2134-29
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ftftC&UM &ien"S' lw. T$bl@ ~
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Asphat Tecynntogy a AxpW! Emul4oAm + Po1ymes AsphiIta • Rhology
N 4817 Fxcya 5t., #3 0 P 0. Bax 6304 ■ 5pakane, WA 99207
(549) 489-175$
Gifford Consultants, Inc,
2020 E, Springf iald
Spokane, WA 99202
August 16, 1994
Prvject #2780
Attn: Grant Gummins
Re: WSpO7 R-value on soi 1from Bost Rd. extenstvn.
A aamp]e of soi i conta i nii-ig srave1 was rece i ved $-8-94. Th is
mater ia 1 was aca1 pec! on the 3I4" fiieYe and screened an ather s ievo
a i zes to aI 1 aw f or accurata hatah i ng of test samp 1 es . N+a swe 1 1 was
recorded, the R-vai ue i s reported at 400 ps 1 exuclat tion .
a 1e R-v~:1ue
Best Rc#. ?Q
Respectf ult submitted,
Kent Hetldel"SOn, NI CEr I!I
RECEIVED
AUC ~6 94
aiFFoRD coNsvLYAwr9. JWc4
lpfalGtNS
.
AnAM &cLARx,nvc. LETTER OF TRANSIIITTa►L
1720 W. Fonrth Aveaue
Spokane, WA 99204-1702 oATE Jos tvo Pboae: (509) 747-4600 ATTENTION
FAX- (509) 747•8915 RE:
TO &Aj
~ (.['J• ~
Rt FrxAvrn
J
WE ARE SENDING YOU ❑ Attached ❑ Under sep ~ENGINEER e following rtems:
❑ Shop Drawings ❑ Pnrtts Plan , , ❑ Sampies ❑ SpecHications
~ . ~tlr
❑ Copy of Letter ❑ Change Order
Z ~ COPIES DATE NO OESCRiPT10N ~
•
•~r, 171
.
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THESE ARE TRANSMITTED as checked below
~ Forapproval ❑ Approvedassubmitted ❑ Resubmrt copies for approval
❑ For your use 0 Approved as noted ❑ Submit copies for distnbution
❑ As requested L, Retumed for corrections ❑ Return conected pnnts
For review and comrnent ❑
FOR BIDS DUE 19 ❑ PRiNTS RETURNED AFTER LOAN TO US
. i
REMARKS
.
COPY TO• SIGNED:
- - - - - - - - - - - - -
~ Adams & Clark, Inc. ProDect: BEST RQAD I
I W.1720 9th Ave. Job No.• 94-130 I
I Spokane, WA 99209 Disc.No.* I
~ (509) 797-4600 File Name: P\94-134\GRAllE I
~ TYPICAL SECTION DATA DATE: 5-Auq-54 ~
~ Roadway half width ENTER--> 20 Desiqned by RLL TIME: 3:15 PM I
~ Road Name ENTER--> BEST ROAB Checked By: I
~ Left or Right ENTER--> RIGHT I
I Curb Type TYPE A COUIJTY (
~ Station Interval ENTER--> 25 I
~ - _ _ - - - ~----~w = ~ _ _ _ _ ~
I I I I DISTANCE SLOPE DISTANCE I TOP I TOP I D E S I G N---- (
I I (t SLOPE I CENTER- ( GENTER- I % SLpPE I FROM I CUR9 I CURB I I DEVIATION
I I I OF EDGE OF I LINE ( I,INE I OF I EDGF I(-4.51 I(-2.0* 1 SELECTED I EDGE PAVE I TOP ~ FRdM
I I~~ERLINE- ( CENTER PAVEMENT I TO EDGE I TO EDGE I EDGE I PAVEMENx I FROM E/P I F'ROM E/P ( TpP CURB I TO GOTTED I CURB I ENVELOPE
~ STATION I ELEVATION I LINE ELEVATION I PAVEMENT ( PAVEMENT I PAVIIMENT I TO CURB I CURB HGT) I CURB HGT) I ELEV I% GRADE I I GRADE I (IN FT)
~ - - _ - - _ - _ - _ _ _ 1 -
.
~ 125.00 1 20.27 1 18.73 1 62.4 1 2.47 1 1 -42.42 I 21.082 I 19.984 1 I I I '
150.00 I 20.47 I 0.80 18.81 I 70.0 9 2.37 1 0.32 1 -50.00 1 21 503 1 20.216 1 32.543 bFFICLopgatnQOCUMEW I
I
175.00 ) NG 'SFl E
20.67 I 0.80 19.32 I 62.4 I 2.16 I 2.04 I - 92.42 I 21.672 I 20.574 I 32. 6 S801'OANE CQ~U F~.ff~ ~NE
~
~ 200,00 1 20,87 1 0.80 24.16 1 29.9 1 2.85 1 3.36 1 -9.88 1 20.623 I 20.663 1 32.660 1 .30 1 11.8679
~ 225.00 1 21.07 I 0.80 20.57 1 20 0 1 2.50 1 1.64 1 0.00 1 21.013 1 20,976 1 32.'755 1 . I . 0 1 11.7420
3'L
~ 250.00 1 21.27 1 0.60 20.77 1 20.0 I 2.50 1 0.80 1 0.00 1 21.213 I 21.176 I 32.800 ECT~17 , 07
~
6 I1T .
275.00 I 21.48 I 0.84 20.96 I 20.0 1 2.50 1 0.84 1 0.00 1 21.923 1 21.386 I 32.9 , 6.30 I .
I
300.00 I 21,69 I 0.64 21.19 I 20.0 I 2.50 I 0.84 I 0.00 I 21.633 1 21.596 l 32.98 tO-040UN1Y EpGMEM 11.3"5
~
~ 325.00 1 22.10 1 1,64 21.60 1 20.0 1 2.50 1 1.69 1 0.00 I 22.043 I 22.006 1 33.055 1 736.633 1 0.30 1 11.0120
~ 354.00 1 22.50 1 1.60 22.04 1 20.0 I 2.50 1 1.60 S 0.00 1 22.993 1 22.405 I 33.130 1 716.967 1 0.30 1 10,6610'
~ 375.00 1 23.11 I 2.44 22.61 I 20.0 1 2.54 1 2.49 1 0.00 1 23.053 1 23.016 1 33.000 I 667.633 1 -0.52 1
~ 0.023-1
I 425,00 I 0.00 1 0.40 32.79 1 17.5 1 -187,37 1 0.24 1 2.50 1 33.121 1 33,146 1 33.117 1 9. 82 1 0.23 1 0.0288
( 450,00 j a- 0 I 0,00 32.89 I 17.5 1 -187.94 1 0.90 1 2.50 1 33.221 1 33.246 1 33 175 1 9.0 ~
~ 975.00 ~ 0.04 1 VW -U.98 1 17.5 1 -188,96 1 0.36 1 2.50 1 33.311 I 33.33b 12.21E 1 0.23 1
( 500.00 I 0.00 1 0,00 33.02 1 1 1':~ 1-s8.W ' 0.16 1 2.50 1 33 1 33.292 1 10.383 1 0.23 1
~ 525.00 1 0.00 I 0.00 33.07 1 17.5 1 -186.97 1 . 33.401 I 33.426 1 33.350 1 9.55C 1 0.23 1
~ 550.00 I 0.00 1 0.00 32.87 1 17.5 1 -187.83 . 1 2.5 01 I 33,226 I 33.210 I 3.55C 1 -0.56 1 0.0155
~ 575.00 I 0.00 I 0.00 32.82 1 17.5 , 4 1 -4.20 1 2 50 1 33.151 76 1 33.060 I 13.55C 1 -0.60 1 0.0905
~ 600,00 1 0.00 1 0 00 32.91 1 -186.06 1 0.36 I 2.50 1 33.291 1 33.266 5, 12.99C 1 0.38 ~
I 625.00 1 0.00 1 0.00 . 1 17,5 1 -188.57 1 0.36 1 2,50 1 33.331 1 33,356 ~ 33.252 33C 1 0.38 I
~ 650.00 ~ 0.00 . 33.11 I 17.5 1 -199.20 I 0.99 1 2.50 1 33.491 1 33.466 ~ 33.348 I 13,72C 8 1 0,0922
~ 675.00 ( . 1 0.00 33.19 ( 17.5 1 -189.66 1 0.32 1 2.50 I 33.521 I 33.546 1 33,494 1 12.11C 1 0.38
' 700.00 0.00 I 0.04 33.23 21.0 1-158.24 d 0.16 1 3.00 1 33.538 I 33.576 ~ 33,541 1 4.333 1 0.38 1
I I
~ 940. 7 1 0.00 1 0.00 33.26 I 25.0 1 -133.04 1 0.01 1 0.00 1 33.703 1 33.666 ( 33.600 1 1 0,02 1
~ - _ _ - _ ~ ~ - _ - - _ ~
~
1
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' ASStC's NMiiN•r - ~
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ror sccurity purposcs onty, BEN H. SI14PS4N
Ucreby assigns to SPOKANL CAUNTY, a political suLcJivisioii of llie State of Waslitiigton, ttie following. RECEiV
e
Savuigs Certii'icatc Nunibcr 7D J U N ! 61995
1
n ttie face amount of $30, 700.OQ SPOKANE CQUfdTY EPtGIHEE
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and lield In aad by BEN SIMPSON AND FARMERS & MERCHANTS BANK °
9
Datik of
.
%RDXANF VJLI,I,,EY Drniicli
Tliis assignnient is made ns security for tlic Eul1 and faithful performance by BEN H. SIMPSON
of certaiii roAds, monunioiits and draliingc fiicilitics Cor SNOWBIRD CONDOMINIUM 1ST PHASE
as speciCcd in the typical sectiou and roadway improve;meiit specifications for sAid projeci, datecl , 199
and on filc in tlie Ofrice of tite Spokanc County Enguieer.
Any intcrest bcnefits accruing undCr said savings certiCcace sliull renlAin the properly of BEN H. S IMPSaN ,
Said savings certificatc to bc relcASCd to BEN H. SIMPSON
or Aiiy otUer parcy onty witli the prior writteu coitsent and agrecmeni of Spokane County
PROVIDED, rURTHER, tlte undersigned does ticreby uutl►orizc FARMF-RS & MERCHANT BANK
to pey over to Spokane County nll or a su[ficicnt portion of tlie monies io the sAVings ccrtificate rcfcrenced liereiaAbovc
upon written documeiitatio,i beuig received froni the Spokane County Engineer indicatijtg that the purposes for wliicli lhe
savjngs cerlificgte was assigned liuvc not becn fully und fnituFully perfornied as required Ancl a statenicnt oF thAt amouitt
of money wtiicV liie Counly I:ngtiieer as required ttncl a stutement of tliut amounl of mo»ey wliicli tlie Couniy Tngineer
dcenis nccessary to coniplete sucli obtigatioa Upon receipt of suclt wruten ctocuniciitation, iFtEN N. STmpsoN
Iiereby Autllorrces FARMERS & MERCHANTS BANK
to rclease to SpobAi3e County. tliat Aniount of nioiiey reques(cd up to the maxiiiium amount in the savings.certiFcate.
~
DA1'ED titis ~ dAy of , 199~i ,
_ 13ANK Or
ADDRESS V .
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DATED cliis day of . '1 g95,
.
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DCVELnPER
STA?'E OF WASIIINGTON )
:ss
Couuty of Spokaue )
e ~
Ou tliis cl;~y pcrsonAliy ~ppcarecl bcforc mc ,Q,n
to me Anown to bc tlie Indivjduat clasprjbed in anci wltio cxecuecd 11ie willtiin ind fore ing instrument, and acknowledged ~
that t1Q,. signcci tlie sanic as frce a»d voluntAry nct and deed, for tlie uscs n»d purposss there;in iueationed
GIVL-N UNDER MY IJA1`IU ANll CJ TWIAL SEAL tiiis c3q~
daY of 11L..
~ , 199 5.
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No~ 1'ublic in 1nr1 for ttie State of W7s1«ngton, resicltnb at Spokanc
ky'Vassign boul/04 '
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BM E. De8met
P.O. 8ox 1181B
8polcmne. Waehington 8'8211 ~
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S P O K A Na , 4C O U N`~' 'Y
DMSION OE EhCWEERING AND ROADS A ONISION OF THE PUBUC WORKS DEPAR'MENT
William A. Johns, P E, County Engineer
March 11, 1999
Farmers and Merchants Bank
Rockford Washington
Re Certificate of Deposit #3060016170
To whom it may concern
The project formally known as the Snowbird Condominiums at 14301 E Sprague has
exceeded the permit time for beginning constructlon Tlus project wlll need to go through
the permit review process before building may occur and as such the CD you currently
hold for surety is not needed Spokane County Engineenng Department releases your
obtigations pertaining to this project
If you have any questions, please call
Sp -~e County Engineermg Department
)6
Paul Lennemann, P E
Assistant Construction Engineer
c4-- file
Yi t% E -cadc.3 ae • Spol.3re L~„ 99260-0170 o (501 3''-3rN F-%X (=09) 324-34'5 TpC r509; 3=4-3I56
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S P 4 K A N E C 4 U N T Y
BUri.DING ANO PLANNiPtG • A DM90N QF THE PUHUC WORKS DEPARTMFNT
jAMES L. AgANSoN, C 6 O, DtttBCtott DENN15 M Scorr P E, D1nCrox
Febniary 19,1998
Ben Simpson
24305 E. River Rd.
CJtis Orchards WA 99027
RE: Refund of Bu.ilding Permit Fees for 14301 East Sprague Avenue
Dear Mr. Sunpson:
We have reviewed your request for a refund Our ability to refund monies paid for permits is
regulated by Section 107.6 of the Uniform Building Code This section supulates that the Building
Official cannot authonze any refund on projects more thaa 180 days old Final payments on the
permits in question were made in Juae of 1995. Accordingly, we are unable to fulf`ill your request.
Should you have any questions, please feel free to contatt this office between the hours of 8•00 and
4:00 p m , weekdays.
Sincerely,
.
Jeffrey E. Forry
Seiuor Building Techiucian
JF•tab
1026 MSr BraonDwaY Avrtivc • StOuANE, Wasruwe: naN 99260
PtiONF (509) 456-3675 • Fnx (509) 456-4703
TDD (509) 324-3168
.
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M$RSon, Jame$
~~~a~.~ ~~~~~''~~~t~r~~.~~~!t~ .
ruesdayo oamm 2o. ~M 2:24 PM i
To: !Rlansot1..1amm r
Sub$ect Re: r+efund on buflding penmits
~
~
~
Thanks Jim, I will see you at 9 301
Original Message
From Manson, James <JManson@spokanecoun4y org>
To 'Dwight J Hume <djhume@cet com>
Date. Tuesday, October 20, 199811 51 AM I
Subject RE• refund on bwlding permits
>I would be availabie from 9 30 - 10 00, otherwnse I have meebngs.
>
»
» From. Dwight J Hume[SfVITP.djhume aQcet.com]
» Sent• Tuesday, October 20, 199811 26 AM
» To. Manson, James
» Subject Re refund on building pemrnts
»
» Thanlcs for the response I think we do need to set up a meebng t'm
» avaitable tomorrow at 10 00 am before a 10 30 meeting with Dempsey, or
» after
» 91 00 I guess !'m looking at the merit of the issue, notwithstanding the
» UBC. I thmk it is highwray robbery to take ap these funds wrthout
» providing
» service in retum Smce no buiidrng was built, could we mterpret this
as
» an inspection fee coilected in error? (1994 UBC 107 6)?
» Onginal Message
» From Manson, James <.lMansonQspokanecounty org>
» To 'Owight J Hume' <djhume@cet com>
» Date• Monday, October 19. 1998 1 51 PM
» Subject RE refund on buildmg permits
»
»
»>Owight, t would be more than happy to meet with you at your convernence,
»>howrever. as I understand there were numerous discussions, letters and
» phone
»>calis between the relevant parties on this rssue last February The UBC
» is
»>very clear on this issue and states we can issue a refund up to 80% when
» the
»>request for such is made within 180 days of issuance in this case the
» 180
»>day limitatton had expired Do you have any information to the contrary
»>that I am not aware of?
From Dwight J Hume[SMTP.dJhumeQa cet comj
Sent Friday, October 16. 1998 2 37 PM
» » To Manson, James
Subject refund on buildmg permits
Page 1
y ~
' y~~ - ~ _ `ZS..~+s~ i.t l~~~f Yih s''~~~
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PenYer~s*We buted M 1995. - , -
.
NotwithsUndlng. l would lilce to visit with you to discuss the ments
» o}
keeping over $8200 00 when inspectfons were never generated Please
» note,
the permits totaled approximately $8000 00 and the above reducbon
» ailows
fior plan check fees which were done I can't see the merit of this
~ when
! the fee structure was set up on the "user-generated" prmciple of
» paying
your way for beneflts received You, or someone above you needs to
over
cule the UBC tlme frame of 180 days
» »
I would appreciate a meetmg to discuss this further Please tet me
» know
» » of your availability
» »
» » Thanks!
» » Dwigh# J Hume
» »
» >
»
>
Page 2
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• OFFICE Ow SPOKANErCOUNTY ENGINEER
1026 W. BROADINAY • SPOKANE, WASHINGTON 99260
PHONE (509) 456-3600
PERMIT TO PERFORM WORK ON COUNTY RQAD RIGHT-OF-WAY
JUN 13 1995 Permit # 95 - FNA458
BEN S IMPSON / MARK MCMAiVUS
24305 E RIVER RD
OTIS ORCHARDS WA 99027
The applicant hereby applies for permission to
CONSTRUCT URBAN COMMERCIAL APPROACH ON BEST RD FOR NEW CONDO COMPLEx AT
14301 E SPRAGUE AVE. CONCRETE APPROACH, DRUP TO BE INSTALLED WHEN CURB IS
CONSTRUCTED
.
i .
Date work to start JUN 14 1995
The estimatedtime required for cornpletiQn of the,above work ia 100 days
which the petitioner agrees to prosecute with a7.1 di~.eence and speed with due
regard for the rights, interests and conveniences of tghe public.
Petitloner iurther agrees to pericrm the work in strict compliance with thQ provisions enumerated below and states that he
has read and will adhere to the general provisions applicable to permfts contatned an the reverse slde of chis form The
undersigned guerantees that it the backiitl, street suriacing or improvement fafrs within two years trvm the dete of final
inspection by Spakane County, he shall pay the cost of the County for making repairs or restorailon of the roadway and
improvements !n consideratron of the granting of this petmit rt is agreed by the appticentthat the County of Spokaneand any
ofticer or emptoyee thereof shatl be saved harmless by the appticant from any Iiabiiity of responslbillty tor any accident, loss
or damage to persons or propetty, happening or ocCUrrmg as the proximate result of any of the work undertaken under ihe
terms of this application and the permit or permits which may be granted in response thereto, and that all of said tiabilitfes are
hereby as5umed by the appiicant it is further agreed that if eny part of this installation interferes with the future use of the
highway by the general public, it must be removed or retocated as designated by the ertgineerat the expense of the permlttee
or his successor in mterest
SIGNED
PERMIT
Subjeci to all the terms, condttions, and provisions written or printed below or on any part of this form.
PERMISSION IS HEREBY GRANTED the above applicant to
PERFORM WORK TO COUNTY STANDARDS. AND IN COMPLIANCE WITH APPROVED PLAN ON
FILE IN COUNTY ENGINEERS OFFICE. APPROACHES MUST BE LOCATBD AS SHOWN ON
APPROVED PLAN ON FILE IN COUNTY ENGINEERS OFFICE. DRIVEW'AY GRADES WiTHIN
RTGHT OF WAY SHALL NOT EXCEED 8 g IN URBAN AREA; OR 21; II3 RURAL AREAS.
CHANGE IN GRADE: UPGRADE SHOULD NOT EXCEED 12°a WITHIN ANY 10' OF DISTANCE.
DOWNGRAI?E SHOULD NOT EXCEED 8% WTTHIN ANY 10' OF DISTANCE. MAXIMUM
RECOMMEN'DED GRRDE FOR DRIVEWAY OUTSIDE RIGHT OF WAY - 12a. MAXIMUM
ALLOWABLE GRADE FOR DRIVEWAY OLTTSIDE RIGHT OF WAY - 14•°s INSPECTOR TO
CHECK FORMS PRIOR TO POUR - 48 HOUR. A.DVANCE NOTICE REQUIRED
Permit fee $ 10 Inspection fe@ $ 20 Total $ 30 Paid byBLDGS
This permit shall be void unless the work herein contemplated shall have been
completed before SEP 22 1995
INSPEeT10N REQUIRED - 24 HOUR NOTICE REQUIRED
Call Permit Office 456-3600 to notify when work begins and schedule inspection
COUNTY z eY DATE
06/13/95
!t is the respon biliiy of the a otity all utilities and private property owners when such property is liable to injury ar
damage through the pertormance of the above work and the applicant shall make all necessary arrangements relatwe to the
protection of such propenyr and/or utilities Traffic control signing and barricades shafi be tumished by Permrltee in strtct
c4ntotmance with "Manual on Urniorrn TraNic CoMrol Devices" This permit must be avaifable on the work site and is valid
.
4 •February 12, 1998
Jim Manson, Director
Spokane County Bldg. and Planning
1026 W Broadway Ave
Spokane, WA 99260
RE: Your requested letter of 2xplanation regarding buildYng
permits, Snowbird Project, 14301 East Sprague, Spokane
I have paid For and acquired building permits (12 units) for
Phase I of this project
My understanding is that I am payirig the County f'or plan
review and inspections on the job site (Breakdown of fees
attached).
I have since not been able to get financing to complete this
project and am requesting a refund of all fees paid for
inspections and other fees that were not incurred by the
County as a result of these buildings not being constructed.
r
4
H SIMPSON
~
GENERAL NOTES rKu e~w~, oa
WAIERPR00P' CAtCH BASN WALI
)
s~tNK PIPE (T1rP
m, rRAvEL eAacFU au,Nmv Foa a+YwaA ~t NOTE:
TI/E 'A' •Jp Ct!@IC YAROS IIIMU~IUY /42 1GNS PYC ~IPE ADAPiptS ANO OASI~ET YAY YARY
1YPf '8' - 10 W&C YAi~S YItHNW /~6 TOMS IN SHAPE ANO SILE AS ILLUSIRATEO IN
OR AS SPEGFtED ON ROAD PWWS OET1Ul 8Y ACCEPTA~,E IIL1F1~11~1E N
m t SPECIAI 811p~1LL MA1ERUl FOR ORYMiELLS SNALL ~QHSIST OF ACOO~MtCg 1MiN IlS1M.-C-428.
WASMEO CRAMEL QRACED iR011 1' TO 3' IM1H A~IAkI~tUY Of 6x
PASSINC 1NE U S, Na 200 SCAffN, A91EASUR£!1 BY MlE1piL ET
A YAtOYW Gi 10X Oi iNE AWlERA1E, AS YEASIIRM 9'f WDdiT,
OKMED FRACIURM Ra u`~cN~ u~~~ PVC ADAPTER
I CO'"CREX SL"S s""" K `x"SS 3000 `O''CRCM (SAND COLLAR)
4. SEE S1ANp11lm RUWS SIIEETS B-Z ANO 0-3 iCR
- PRECAST CONCRE, OETAILS,
~ 5. AOJU5IMENT BL,OCKS SMAII BE CEAIEkT CONCREIE. ~p ~
4 P1~CAST RMER YAY ~ USEO IN CONBINA110N 5fE DSHT, 8~15~ ~Pl1VEYENT~f
• N1Tk QR IN IJEU 4F AQ~AlS11NC BLOCKS,
~ 1 N1fEN PVC PIPE IS USED A F'YC ADAPIER SMALL @E UNSTALLED 'a _
# ' YORIAR M PUCE
B. PlPES SMAII BE GROlilEO INTO ORYN'~llS. _ ~~t
` ~GSAREO AOJUSfNENT
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N SIURBID QIS1UIi8ED
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' ORYWEtL - TYPE 'A' DRYWELL - TYPE '6'
SPOKANE COUNTY ~
~ OEPARTMENT OF PUBUC WQRKS ~ ~~D
90ALTEIRM ULy=)v svoKws, w,► oo~oe ue.aeoo a~e ~ PRECAST ORYWEILS 9-1
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GENERAL NOTES
I aJM aa.et 'sruu eM cMSM,c,M wACWo-ANCE
VATM Asm c 47e (AAS+To u wo) aAsTM c e90
uNLEss on+DIVasVsHoUlN oN vw+s ar NotEc
uN TMe rRoJecT sPEau Paov+SaNs
Z TOP 9JRfACE TO 8E BROOU f1NISFtEO
3. ALL EXIERNAL EDCES NOT UBElf.O SFIALL 8E
1R8WELlED INTH 1/1' RAQIUS EDGER
4. OIYENGQ1 'L' SHALL,K SHOWN ON 1HE PWJS.
.
CURB DROP,
• sW~A`~ - I
. . ~ - - 3' I,D~RAp~~IAGE
CURB_AND ~ -
_ WTTER 1' PORILAND` CEAIENT- -
- - CONCtE1E
sECnoN e~e
8~
CURB INLET TYPE 1
ti - - - - ~ - eR.mMo
SPOKANE COUNTY APPROVED. STANOARD ~
DEPARTMENT ~PUBUCORKS ~TM`
~ qJRB INLET ME 1 B-8
~
t...~
~1/4' W
GENERAL NOTES
a/1e• 8' iFRAME siuLL eM cMr aror+ coNFoauiNc
~ TD IIS.T N M8-90, CRADE JO 1HE
-4 I-I• >>/er-4-4•. CPAh swu.L K oucriLE IRoN corFMiNc
m "T u ~6-e4, CI~ISS 84-53-0&
COVER SKID DESIGN OETAIL 1,, ~11r ~ Z IIETAI iRA1iE AND GRAIf TYPE 4 SHALL
p&r 8E usE0 rHERE SE+owN oN
1NE C06IRUCTION PUrNS IT SMALL
27 z6 ;je SECTION J-J NOT 8E USED AT A WRB UNE.
24` C 0 ' 3. ORAINAGE SL015 SNAII BE PLACEO
• - _ ►ANAIIEI ?0 1HE OIREC110N Qi fIOW
, i sFr ioWMcE sKAu ee i/Or t
,
• ~ • , ~ ~ro~~------_;~7.•.-- ~ 6 WFIDING 6 NOT PpiYt1TED
J 25 3/18'
~ 26 3/1' -l ~ _ 8 3k' - 2 7/32'
' ~ , s/4~ I- I--,• --I !-i • 1.fr
.
• SECTION A-A 41'~lr 3~ r 26 3/16'
SECTION H-H
-~F-1r2' sns.
z ~ s/e z 7/e• 1/40-,~
,
~ SECTION B-B
A A
0 ; g ~ N NCN-5101) PATIERN
' TO 8E CJIST INiEpAL
' • 0~►" H H 0N TCP OF COVER 3' TO ¢ oi
PldK HOLE
(I• DIA.)
1 V}('+M +•nv 1!
~1U ~ll
11 / r ~
I V ~ •.~~d
.10~
J 'STOR11'
MIN. Wp(,HT 169 IBS.
GRATE - TYPE 4
FRAME - TYPE 4 SOLID COVER
1 nsmaj I~pN WftplT 118 LBS.
SPOKANE COUNTY qPPROVEO. sNEer
STANDARO
♦ DEPARTMENY OF PUBLIC WORKS mmn amkm
~ VOK+wc wto= 4W-3eoo oATL%rs:s~ tiomm METAI FRAME, CRAIE dc SOUD C4VER - TYPE 4 8-15
dft
00 •31f94 00s1G $ 509 7417 0713, ADRMSmCLARK SPO. Of
' DANZEL B. CLARK. P.L,9.
JUL Adams & C~~ , Ince L'L•Bl.lt Ta I~L..ING3WORTH,`P.E.
Clvll Englneeib e Lwa,l Sw veyons o l.end 1'Lwte=s o Lpndncqpa ArcMcda S1'l1ART A I1F'M.NRATH, AS 1..A
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FAZd 74"9X3 '
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To_ wm rAx eg 324°3.478
AT=Mo~ 3 ~ Azee 74
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Totel pumDer of Pd~S (tnLtuJing 7~,ta Pegc) ~
coMn~rrs:
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AC' AC4
1712U W. PowRh Avg. • fSpokstte, WA 99204•j 702 •(5fiy),?di-940(1 0 F~x,(509) 797-tSl113 '
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Adalttonel RiOM-of-WAy
ThAt porUon of thA &F% of the SVlrti. Sedlon 14. Townshlp 25 NoRh, RenOe 44 test, W M,
spokane coumy, wasnlnoon, aewAtPA Ar. tnltnwlt
Beptnntng at the intereection of the south riOM-of-woy Ilne o1 Maln Avenue wlth the east rtpht.ot-wey
lina of BoSt Rottd, baing the point of ousp of 8 20.00 foot redius curve to ihe lett in seid eest rieht-ot.
wey line of Best Roed. tho ccMcr of cin;ic of whiah beers 200035'49°E; thence storg said east right
of-war Ilne tlto tollowinA ihmo (3) caffs: 1) south+n►astoAy elong tho cro of wid aunra, ihrouph a
oentrel ergte of 89021'18°, 31 19 teot to the polnt of tangent; 2) Q0O'02'64"W. 180.46 tact to tho
polnt ut wrve of a 20.00 foot (adius cunre to the left, 9) atong ths arc of satd wrve, through e centnai
epple of 41'24'35% 14.45 teet, thenoe N00'02'S4"E, siang a Une parellel wlth and 90.00 feet eest of
me cententne ot 8esI Roea, 177,73 teet to tne puliit uf c;urve ur u 20.00 fuut radius c.urve to !he rigiit,
ihence elonp the are of sAid curve, tnrougn a oentfel anOte of e8"211 8°. 31 18 teet to thd pnint of
taneent Mnp s oo soutn of seta soutn nont-ot•wey line of Mein Avenue: thenoe easteAy eton0 a Itne
S 00 feet south of sald south Mpht-ot-way Ilne of Meln Avenue the tollovon0 ifiree (3) calls
1) NAA°?d'11 2"E, 97 57 taet, 2) S8t°d0'OB"E, 302 e8 teet, 3) N89°41'00"E, 2.10 teet l0 tAe weSl IIAe oi
serld survey shown on dorAimAnt Nn 77Q8250232; tAence N00'00'00'E, alortp 5814 west Ilne. 5.00
teet to seid south ripM-ot-wsy line of Main Avenue; thence norUhwesterly alnnp aatA aeidh dpht-nf-
way line the following lhree calls: 1) S89041100%V,1.75 teet, 2) NB1°4a'08"W, 302 99 teet,
3) G89024'12"W.102.90 tccl to tho Polni of Beginntrp,
TOt3ETHER WITH thei portion of the 9EY,, of the BWy. 8ectbn 14. Tawnship 25 North. Renge 44
East, W.M., Spvkene Cnunly. Wmttbpytuii, ddsuibed es follows.
deplnnlnp a11Ae imersecuon of tne soulh r9onc-ot-vray Ilne of Metn Rvonua wiih tlie east Kgln-ot-weY
Ilne of 8est Road, betnp the poirn of cusp of a 20.00 foot r8alus cuNe to tne leh In sald east rfght-ot-
way I(ne of Best Roed, the anter of cirde of w111ch Dears 50t1-35 48"E: tnenca alonp sal0 east rlont-
of-wey Ifne !he tollawing five (S) callc 1) %atithwesteHy etonp the arc ot safd Cufve, tllrouph e Centrat
argle of W21'18'. 31 19 teet to the poiM of tangent; 2) S0O°021S4°W.189 d5 feet to 1Ae po1n1 of
curve of e 20.00 toot radius aurve to the IeA; 3) along the arc of setd curve, ihrouph a cenirai engle
of 73°23'64°. 25.82 teet to ttie point of reverse curve of e 50 00 toot redlus curve to the right, the
eoMer of cirole of whlch boers 818639'00"W. 4) along ihe er+c of said cunre, through a eentral ongla
011 57°39'33", 137.58 feet to the TRUE MINT OF BEt31NNIN0. from which tlye aentet of sald curve
trotirs N05"4127`V11o 5) slort8 the erc of sald curve. through e aerrtrel en81e of S°442101 5.01 toset;
tttence S89'57'Ob"E. 5.00 tee1, tlteiwd N00102'54"E, 0.25 teet to the TRU[ POINT Or BEOINNINC
7 ^ _ _ r T • " i , - ' 7 - "f
-_88/17i94 69158 a 509 747 8915 ADAMS&CLARK-5P0. 03
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Au$ust 12, 1094
LEGAL DESGRIPTION
~ Snowbind %
Additional Rlght-of-Wey
Thet portion of the SE 1!4 ot the SW1 /a, Section 14, Township 25 North, Range 44 East,
VII.M., $poksne County, Washin8ton, debcribed as foltows•
Beginning at the intersection of the south right-of-way line of Main Avenue with the east
right-of•way Ime of Best Road, being the point of cusp of e 20 00 foot radius curve to
the left in said east right-of-way line ot Best Road, the center of circle of said curve
S00°35'48"E; thencs along said east riAht-of-way line the following two (2) c811s•
- westeriy along the erc of said curve, through a centrel engle of 89°21'18",
at to the point of tan0ent; 2) S00°02'54"W. 169.45 feet; thence S89°57'08"E,
et, thence N00°02'54"E, along a line parallel with and 5 Op fQet eest of Said east
-wey line ot 8est Road, 164.50 feet to the pornt of curve of a 20.00 foot radws
1, 1 he d8ht; thence along the arc of said curve through a central angle of
f w'16 31 19 feet to ihe point ot tangent, being 5.00 south of said south right-of-
a ot Main A -anue, thence easterly along a line 5 00 feet south of said south
•-Nay IIo., lam Avenue the following three (3) calis• 1) N89°24'12"E, 87 57
fewr S81 °4(, 302 98 feet, 3) N89041'00"El 2 10 feet to ihe west line of <<
_y shown ori Jocument No. 7706250232, thence N00°00'00"E, along said v.est
i 00 feei to said south nght-of-way Ime of Main Avenue, thence northwesterly
i+ong se,d south nght-of-way Ime the following three calis 1) S89°4'1'00"W, 1 75 feet
_'%.W40'06"W, 302 99 feet, 3) S89°24'72"W, 102 90 feet to the point of beginning
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19a1301
00: 31= 94 00116 $ 500, '4? 0913 'APAf154CLArlc Sf'0. 02
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aYeust '12,1'ee4
Revlsed Au9ust 30, 1994
dECIAL DESGRtPTION
snowoira
Ad0ltlonel Right-ot-Wey
That portlon of fhA SFY ot thA S1M/O. Sedlon 14. Township 25 North. Ren9e 44 tast, W.M ,
Spokane Counir, Wsshington, describad'A% follnw
Be8lnning $t tho intarseation ot tha south right-of-way Iine of Meln avenue wilh the east ripht-of•way
linc of 8cs! Road. boine ihe polnt of cusp of e 20.00 foot radius curve to the lefl in sald eest ri8ht.of.
way line of Best Road, 4hc ceMcr of clrdc ot vvhioh bears S00°3b'48"E; lhence elon8 said east right-
of-waY Iine tho fotlawtne three (3) cells: 1) soulhro,rastorly elon8 thc oro otvaid cunre, ihrouph e
central enate of 09°21'14", 31.19 teet to the potnt ot teneent; 2) 800°Oa'S4"W, 169,46 fcot to the
pntnt uf c:urve of a 20.00 Eoot redius curva to the tefi; 9) alone the arc of said cunre, lhrough e centrei
anple ot 41024'33", 14.45 teet, theticx N00'0214"E, blaiiy a liiia pa(allel wtth end 30.00 feet east ot
the centerllne ot Besl Road, 177.73 teet to Ihe pwUit ut c►uiva uf iA 20.00, fuvi ~iiecliuto c.urve to ihei riglili,
thenee slong the erc of seid cunre, through-9 cenVel enAle ot 08'21'1811 , 31.19 teat to ihd pulnt ot
, ienpent beinp 5.00 soutn ot sela soutn n0ht-ot•wey line ot Mein Avenue; tnence esscerty elono a nne
5.00 fest south of said soulh riAht-ot•wey tlne ot AAein Avenue the tollowlnQ triree (3),cails.
1) N82024112*E, 97.57 f"t; 2) S8I °4W08pE, 302.98 feet: 3) N89041'00"E, 2.10 teet to 1he wM tine oi
sald s.urvey shown on OocumAret Nm 7TAa250232;"4AenW NOO°Od'00°E, elonp seid w85t ilne. 5.00
feel to setd south ripht-of•wey line ot Main Avenue; thence noithwestedy alanp said sonth ripht•nf-
w3Y line,the followin9 three celis: 1) S89°41'00"1W, 1.75 feet; Z) N81°40'08"W, 302.99 feet,
3) E890244120We 102.90 foci to thc Point of BeAinning;
TOaETNER U~ITH that portion ot the,BE~ of the S~IV 3ec.tlon 14, Town3hip 25 North, Ranp 44
@ast. W.IM.. Spokanr Cuunty, Wabliiriljturi, dabc:dtye41is follows.
L3eglnntnp el the interseaion ot ihe south flgnt-ot way tlne ot Maln Avenue,wlih ttle eust Ngtit•of-wey
Ime of Besi Roed, being trio point ot cusp of a Z0.00 toot re0lus cutve to ttie lett In sald east rfght•of-
way nnA ot 8est Rosd, the center of cirGe ot wnIG1 Daars 500"3548"E; tnence alonp sela east rlgnc-
of•way line ihe tollowing five (S) e:alk 4) southwesteriy elonp the arc ot said Cunre. througfl8 Centrel
an8le ot 890211 8"a 31.19 teet to the point of,tangent; 2) S00°0?'54"VII: 169, d5 fPSt to 1Ae polnt of
curve of a 20.00 foot redius curve to the lefl; 3) along the arc of seid curve, throu8h a central angle
of 73°23'64°. 25.82 feet to the point ot reverse curve ot a 50 00 foot radius curve to (he right, the
center ot circ.le of which bcera 818°3W00'`W, 4) along ihs arc of seld curve, throush a oentral an81e
of 1 1157°39'33", 137.58 feet,to the 7RUE POINT OF 6EQINNINC3, from wtiich the center= of said curve
tmars NOW41'27'`W, 5) along the erc of said curve, throu8h e centrel enQto of 604421", 6.01 foet;
tnence 389°S7'06"E, 5.00 taat;11ieiicm N0010214"E, 0.25 fW to the TRUC' POINT Of BEGINNINC.
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88i17/94 09t58 a 505 747 8913 ADRM56CLARK-SPO. 84
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Auoust 12, 1884
LEt3AL DESCRIPTiON
Snowbind
Oramage Eesement
Thet porrtron of the SEII4of the SWI/4, Section 14, Township 25 North, Range 44 East,
W M., Spokat ie County, Wa6hington, described as #oilows.
C:ommencing at the intersection of the south right-of-way line of Main Avenue with the
east right-of-way Iine of Best Road, being the poinE of cusp of a 20 00 foot radius curve
!a the left in said east nght-of-way line of Best Road, the center of circle of said curve
s S00°3548"E, thence along soid east right-of-way Ime the following four (4) cails.
~westeriy along the arc of said curve, through a central atlgle of 89°21'18"o
ygt to the polnt of tangent; 2) S00°02'S4"W, 169.45 feet to the point of Curve of
r)t radius curve to the left; 3) along the arc of said cunre through a central
~2315411, 25.62 feet to the polnt of reverse curve of e 50,00 foot radius curve
the center of circle of seid curve bears 816°39'00"W, 4) along the arc of
r-nrough a central angle of 84a58'26", 56.70 feet ta the POINT OF
y " thence N61 637126"E, 22.50 feet to a point on a 72 50 foot radius
nr a tQ the right, the c$nter of arcle oi said curve bears 581 °37'26"W,
arc af saitl curve through a centrai angle of 61°58'03", 78 37 feet,
th. 'JU, 22.50 feet to a point on a 50 00 foot radius curve to the feft in
salC :~y line of 8est Road, the center circle of said curve bears
11 ~5 thence along the arc of said curve through a centrel engle of 81 966'03''.
;►t, ut, (o the POINT OF BEGINNIMC3
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1941301
• d ,
ACTION: S SCREENe ANFO USERID: INO
ASSESSOR'S INFORMA7ION DATA sCREEN
,
J UFi I 5D I CT I ON= 11 YR- 95 RL7LL= RE PARt~EL= 4514?. 9249
;
' OWNEFt 4 EhlG,;, ERNEST ETAL g FT ELD BOOK : 00196H RGE
STREET Y 006012 N FLEM I NG ST 4 ACO a RS 90-0217
ADDRESS 4 SP'[]KANE WA 99205-7469 '4 ACTV p STAT: A
4 4 EXMF': EXMO:
S I TUS 4000000 E ADDRESS UIVKNOWN . Y ADDO : M SASS:, Y
ADDRESS 4 SFO TA X D I STkICT » YD 1400 4 'PFtOF' :1U7U
LEGAL: 14-25-44 F'TIV ClF E 1/G 0F SW 1/4 DAF NBEG 13.47. 5F'T E OF SW COFt
O!= SEC Thl N 84FT TO 7FUE PQB TN E 34. 2?FT TH W250FT TH E
419 P e7FT TH N 517. S0FT TO A PT QN SLY I.:N OF MA I N AVE TN
~WLy qLG SD L1V TO WLY LN OF bEST RD 'fH S,767 o aFT TO FC1B
ASMT e -BLAO- 1 OTHER - O lR METHOI7
BOE /SBTA: A
F~NAL ASMT a 2e7 9000 2879000 E7 d n N
$EXCMPTIONS: G
TAXABLE: 2879000
SALE- 1'!. z IJATE,: I N8T e TRAN a PR I GE:
SALE- 1%: DATEs INSTs TRAN: PRICE:
4Sd Aa BO--SESS40N 1 R 1 C 10 13: a2 13/23/94
AGT I QN o R SCREEN : L.AND USERID: I NO CHANGE-REASON r
L A N D G H A R A C TE R I S T r, C S
JU= 11 RO= FtE PAFtC= 451473.9249 YR= 95 ALTKEY= 1993690
DYR= 94 STATUSa ACTIVE
SITUS ADI?RESS: 000440 ADDRESS UNk:NOWIV 8F'dKANE
ADD ' L NUMP,EFtS s
NE I CHBORM00A s VERAB P'ARCEL LAND USC „ C002 LAND L I hIE CNT : 4
ACREAGE : 0.000 L_ T VING UN x 1'S e 000 BUS LD I hla CNT : O
ADJUST (Y/N) : N % BLDC QhlLY (Y/N) : N VACAhIT (Y/N) e Y
A D D x T1 0 IV A L D A T A
RE5 /NOhI-RfiS ? C REVAL MA I L DT. I MPRt]VED ACRES
REVAI;.. QUADRANT NE APPEAL DIJE DT. UN I MP ACREs
FC = FIELE? GHK - ATG CQMPLETED SQUARE FEET- - 1885$92
F'R NEW NOT I CE:~
MARKET VALUE: 286, 9B8 AG USE VALUE: 0
A!'PRA ISED I3Y a 76 BI LL P 1 ERCE AP'PRA Z SED ON:04 24 92
4Bd X() Aa BO--SESS I DIV 1 a 1 C1O 13a32 8/Cl-3/94
~ ~ Am- F _ ~ - . l~__ u r_
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An~s ~ c~x, nvc. L E T•T E R 44 T.~ !1 S'.11I T T A L
1720 W. Fourtb Avenue
Spokane, WA 99204-1702 p;ATE ~ J08 NO.
Pbone: (509) 7474600 ~ ATrEtvnoN ~ "Mmen.,
~
FAX: (509) 747-8913 RE n ~ ~ ~
r~or.
TO
C6C
,
WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via the foliowjng items:
❑ Shop Orawings ❑ Pdnts ~ plans . ❑ S ~es ❑ Specifications
. ~
❑ Copy of Leter ❑ Chenge Order
COPIES DATE NO DESCAIPTION
:2 15 4~~4
. J¢ 4'
/
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THESE ARE TRANSMt'1TE0 as checked below.
(
For approval ❑ Approved as submrtted ❑ Aesubmit copies for approvai
❑ For your use ~ Approved as noted ❑ Submn copies for distribution
❑ As requested 13 Returnedlorcorrections ❑ Return corrected prints
1:1 For review and comment ❑
El FOa 81DS UF~ ~ 19 ❑ PRINTS RETURNED AFTER LOAN TO US
RcMARKS }
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~ ~G 1994 ~
COPY TO SIGNED 4c
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A14 - ?43
VARIANCE 0 , APFLICANTS N,AM
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RvAD NAMF, a ` At .11 ; a FHaNE - waRK ~P VP - AY4~ d d
044- 40.0 19 9 jl
Mic foHaw1ng dacumcncs acc Q+ecded bafore the Spokane County Eagmeer's Department eaa begin processiag your
wa~s~iance or building appbcatron as agproved (509) 456-36D0
~AGREEMENT TO PAY FEES have beea collecteci.
RECORDED CQP"Y OF DEED, DEED OF TR[TST, coIItract or conveying iustrumeat. 'Ihese may be
~ obcazued Erom the Couary Auditor, 2od floor of the Concthou.se. :
t/~LEGAI. DESCRUM4N of yvur aocess easemeuL . _
A LLSZ'ING OF NA11ES vf mdivic#uats who wdl be signing the dncunaeats. 'Ibese mdividual aames-
shoald appear as the persoa(s) legalIy sip their aame.
A CLTRRENT ASSESSOR'S MAP which depicts the la+catioa of your pr4perry
4'WNLRSEELP MCRO-RUN. These naay be obtained fram the Cauary Assessors, lsi fIoor, of the
Courchouse, .Ieffersaa eatraace, 2nd daor oa the left.
'Tle necessary doccumsnts will be pcepared by the Engineer"s Department, Right-uf-Way Sectian, upan provision of
the iaformatian nated above. You wiU be rtotified when the documents are ready for siggature. 'Ihe dacuments aYay
be seat to you, however, TT SHOt7I.D BE NOTED THAT AIL SIGNAT[JPM M'(3ST BE NaTARIZED. The
Engmeef s Depirtment does have notanes available if yau chaase to ssgn the documeats at our office.
Please catl wben ready Please mad whea ready
~
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Notzce to ~b[~+~ bc Y
CUMMENTS
R• ~ght-af•~Nay r~genc 9AI Farward to yau fsom
k'IpUVtotfac 192
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FIlEO Oa ~'r r,oROED
9soso501~M REDUE c'){ ij-
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ZE 46-93 Portion of Ass (VarCAS j~p, 45143.9249
8 94110
T SpOKANE. COUN t• W
.
SPOKANE C4JJNTY ENGINEERING DEPARTMENT
Spokane County, Washinqton
RIGHT OF WAY DEED
IN THE MATTER OF Best Road and Main Anenue , RF No. 1994 & 2260 ,
KNOW ALL MEN BY THESE PRESENTS , that Conway McDonald and Genevieve McDonald,
husband & wife: and Ben H. Simpson and Helen L. Simpson, husband and wife,
For and in consideration of Mutual 8eneffts, grants and conveys to
Spokane County, the following de6crfbed parcel of land, situated fn
Spokane County, State of Washington, to-witt
SEE ATTACHLD LEGAL DESCRIPTZON MARKED AS EXHIBIT "A"
. ,
. W P
•
Located in sectfon 14 , Township 25 North, Range 44 East, w.M.
.I
TO NAVE AND TO HOLD the same, unto the safd Spokane County for the
purposes of a public road forever.
IN WITNESS WHEREOF, the undersigned has caused this instrument to be
executed on this R¢ day of 199 ,
950OG944
Exdse Tax Paid on AG P,,,,eJ
Sele • P d• cvl 0 C} Co ay McDonald
C~ounp► T
BY ~
Genevieve H. McDonald
STATE 4F WASHINGTON ~
COUNTY OF SP4KANE ) ss
On this day personally appeared betore me Conway and Genevieve H. McDonald,
.
personally known to me to be the individual(s) who executed the
foregoing instrument and acknowledged the said instrument to be the free
and voluntary act and deed of safd indfvidual(e), for the uses and
purposes therefn mentioned.
1 '
Given under my •o/lf
~~lt~al this ~ day of 1996 .
r'''~~~N
. . '
4NaryZPublliic In and for r~the State of
pUPX Washington, resfding at Spo ne.
My Appointment Expires ~ S
roR~o~►l~a~n:l~wdeedl~rc ~j~ ..y 1~ ~
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IN WITNES~ WHEREOF he undersi~~ed has caused this instrument to be
executed on this day of , 19 ~5 .
,
,
Ben H. Simpson
~ ~
.
Helen L. Si.~pson
STATE OF WASHINGTON )
COUNTY OF SPOKANE ) ss
On this day personally appsared before me Ben and Helen L. s~mPson,
personally known to me to be the fnd~vidual(s) who executed the
foregoing instrument and acknowledged the said instrument to be the free
and voluntary act and deed oP said individual~a), gor the uses and
purposes therein mentioned.
.
Gfven under my hand and seal this d`y oP , 199.~ .
~
~ti~st~t~o~~~ ~
~`~°.°'L~1.Y P, ~~~~i,, • _
~6 No y Publ It~ and for t State of
~,'~~.••~~►~~S1°N~:•; i'~, Washington, residing at po ane.
.
= : V~ Jvpr~Y p: ~ My Appointment Expires « 47
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. ; YOI. 17 3 4',PAGE1400
Portion of Farcelfro. 45143.9249
Best Road A1o. 1994
Main Avenue No,. 2260 EXHIBIT "A"
snowbib
AGOhlonel RlOht-of•Way
That portion of thR SFY'd of thA S1N'Y4. Sec!!on 14. Township 25 Notth. Renge " tast, W.M.,
Spokane Counly, Weshlnplon, describaei Ac toll'CNA. • '
8eginning al !he,interseailon of the south dAht•of-wey Iine of aAeln Avenue wilh ihe east tipht-of-way
, llnc of 8cst Rood, botne the point ofzusp of e 20.00 toot redius cutve to the lefl in seld eest ri8h4ot.
way line of 8est Roed, tho ccntor of cirolo of whioh b0ors S00°35'48"E; lhence along sald aast right-
of•waY iine the,fotiawln0lhree (3) aa119; 1) southwostorlY elon8 thc oro of vold cunre, through a
centtal enHle of 88°21'1 O". 31.19 fe6t to the potnt of taneeRt; 2) E300°02'54"W,189.46 foot to tho
puttii ut c:urve or a 20.00 foot redius curva to the lefi, 3) alone,the arc of said wnve, throuAh a contrel
anAie of 41'24'35", 14.45 1e01; itie'rice N00'02'54"E, btony a Ilne parallel with and 30.00 teet eas! of
ihe centenlne of Besc R08d.177.73 teet to the puliit ui curva, ur e 20.00 fuut radlus c.vrve lo tils riglil.
°
lhence elon0 the, er+c of sAid cunre, through e centrel enple of 89'21'18", 31.18 teet to (iie puttit of
tenpent, belnp 5.00 south of se10 soutn noht•ot-wey line of Mein Avenue: tnence easteny eloni) a nne 5.00 feei south of seld south r1ph1-of•wey Iln• of Main Avenue ihe lollowin9 trtree (3) calls: ~
1) NRA°24'12«F, e7.57 fAAI; 2) SB1 64010VIE, 302.98 feet: 3) N89041'00"E, 2.10 teet to the west line ot
seia survey shown, on DorumAnt iVn 7708250232; thence N00°00'00'E, alonp Said west line. 5.00 '
feet lo seid'soulh right-ot-wey line of AAaln Avenue;, thence northwestedy alonp aatd saiilh rIpht-nf- ~
way line the toliowin9 ihree calls: 1) S89°41'00"W.1.75 feet; 2) N81°40'08"Wj 302.99 feet;
3) 688024112"W, 102.90 toot 4o tho Pofnt of Beetnnlng;
TOGETNER VYITH ihat portlon of ihe 8Ey of the e111y. t3eclion 14, Town9htp 25 North, RanQe 44
East, W:M., Spukeita Courity, Wdslifriyluti, desc4ilre4as Follows.
I3egInnlnp at the intersection of the south rignc-ot-wey Ilne of Meln Avenue with tlie aasl rlgiit•ot-way
Ime of Best Roed, betnq ttte polnt of cusp of e 20.00 toot raalus curve to the lett In satd east dpht-ot-
way ItnA nf 8esl Roed, the center of CirGe of wttich Dears SUO`35 48"E: thenCe eionp sei0 eest t10t11-
of•way line !fie following fivg (S) calle, 1) Sc►uthwesteNy, elonp the arc ot seid Curve. ttlrouoh e ceniral
anvl• of 89621'18'l 31.19 teet to the point of langent; 2) S40°0?'54°W, 189 A5 fRe9 to 1he polnt of
curve of a 20.00 toot rsdius curve to the IeH; 3) elong 4he arc of satd cunre, ihrouph a cenlrai anAle
of 73°23'S4", 26.82 feet to the polrit of reverse cunre of a 60 00 foot radlus cuwe lo ihe right, the
eenter of eircie of which bcem 818°38'00"W; 4) along ih• erc of seid aurve, through a central an91i
of t 57°39'33b1 137.58 feet to the TFtUE I'OINT OF BEC3tNNINO, from which the center of sald curve
brtirs N05"41 27"W, 5)~ alonp, the erc of sald cunre, throu8h o centrel enele of 6°4421 6.01 [oet;
tnsnce 389°57'08"E, 5.00 teat, lheiic.d N00"02'54"E, 0.23 ieet to the TRU[ POINT Or 6EGlNNINC.
- - ;
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Purpose: in - 4 11 FM
PreparW8y' No, 1
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Req By' o" N4TICE TQ THE PUBLZC
wY~bkM~ 7 3 4*AGE 315
~
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SppKaNE. CouHTY. wASH
R I D W A I V E)t, A a R E E M E N T,' AnD C O V E N A N T TO CONSTRIICT AOAD AND DLDICATE SUTURE PUBLIC
RIaH7' OF WAY TO COUI`~TY =
g? , Conway Mcdonald and Genevieve McDonald, husband
KNOW nL MEN BY THSSE PRESENTB, That and wife; and Ben H. Si.mpson and Helen L. Simpson, husband and wife,
befng the owner(s) of the following deecribed lande in coneideration of Mutual
eeneflte to be hereafter derived do for themeelvee, their hefre, granteee, aesigne
and eucceseor(e) in intereet hereby agree tos
Conetruct a road, when eo directed by the Spokane County Engineer, to
eerve the lande herein deecribed in aacordance with the adopted County
road etandqklh, foe:.outure public right of way Trect X.
4P, 4~'~.••'j ~ : './r?
Said ro~t~ be ~~it'~~ned in the following de9cribed right of way:
w ~U bnrnr ; r-
9ZE J4~AC~"~EG+ DESCRIPTION PZARKED ~1S E:~IIIBIT "A"
: to NOd`{klJl .
Oeliver . ~'~t a properly eigned and executed Right of Way Deed
coverin9 • •Y~gh ~~f way to accommodate a future County Road to be
~i
cortetructed'~~~~ ~ yu Road Improvement Dietriot (RID) in accordance with
approved County vbwa*etandarde.
Authorize Spokane County to place their name(e) on a petition for the
formation of a Road Improvement Dietrict (RiD) by the petition method
pureuant to Chapter 36.88 ACW, which petition inoludee the owner(s)
property, and further not to object, by the eigning of a ballot, or not to
proteet to the formation of a RID by the reeolution method pursuant to
Chapter 36.88 RcW, which reeolution includee the owner(s) property. If a
RID ie formed by either the petition or reeolution method, ae provided for
in Chapter 36.88 RCW, the owner(s) or edRceesor(e) further agree: (l)
that the improvemente or conetruction contemplated within the propoeed RID
are feaeible, (2) that the benefite ta be derived from the formation of
the RID by thf property included therein, together with the amount of any
•county partlcipation, exceede the coet and expeaee of fortnation of the
RIO, and (3) that the property within the propoeed Ri0 ie eufffciently
developed. Provided, further, the owner(s) or eucceeeor(e) ehall retain
the right, as authorized under RCW 36.88.090, to objeot to any
aeeeeement(e) on the property ae a reeult of the improvemente called for
in conjunction with the formation of a RID by either the petitlon or
reeolution method under Chapter 36.88 RCW and to agpeal to the Superior
Court the decieion of the eoard of County Commiesionere affirming the
final aeeesement roll.
Timing of the formation of eaid RID or other road improvement project
ehall be determined by Spokane Couaty coneietent with RCW 36.88. The
etreet impravement authorized by the RIO or other improvement project
ehall' call for the improvement of Tract "X" and its immediate etreet
eystem to et leaet the minimum 8pokane Covnty Road etandarde applioebie to
Tract "X" and the immediate etreet syetem at the time the RID, or other
road improvement proiect is coctetruoted. If a majority of the property
ownere deeire a higher etandard of conetruction, e.q., guttere,
underground drainage, etc., that etandard shall prevail.
Any building conetructed on any parcel abuttinq Tract "X" ehall be eet
back from the Tract "X" boundary by that dietance which eqval,e the eet
back requiremente of the zone.
The RID waiver contained in thie agreement shall expire after ten (10)
yeare from the date of execution below. However, at the expiration date
the owner(s) or eucceeeor(e) agree to coaetruct the required improven►ente
at their own expenes; pay to Spokane County the then eetimated coat of the
required improvemente to enable the County to complete the eame: or
furnieh a bond or other eecure method euitable to the County, providing
for or securing to the County the actual conetruction of the improvemente.
.
~ j • ~ .
M ~ {
YOI. 1734PAGE 316
Spokane County hae no reeponeibility to build, improve, maintain or
otherwiee service the priv8te roade contained within or providing eervice
to the innde herein desoribed. By allowing a building permit to be lseued
on property on a private road, 8pokane County aeeumee no obligations for
eaid private road and the ownere hereby acknowledge that the County hae no
obligatian of any kirtd or nature whateoever to eetablieh, examine, eurvey,
construct, aiter, repeir, improve, maintain, provide drainage or enow
removal on a private road.
. •
The above conditione and covenant apply to the following deecribed propertys
SEE ATTACHED LEGAI, DESCRIPTION MARKED AS EXHIBIT "B"
The undereigned ownerB, their heire, eucceesore or aseigne hereby releaee Spokane
county, and all ite officere, employeee and agente from any reeponeibility or
liability for any damage whateoever to the hereinabove deecribed lande and
fmprovemente thereon ae a reeult of allowinq a building permit to be iseued on
property which is served by a private road.
These requiremente are and ehall run with tihe land and ehall be binding upon the
ownera, their heire, euoceesore or aeeiqne. .
IN WITNESS WHEREOF, We have hereunto set our hand(s) and seal(s) this .PG~ dar of
I-V , 1995
~
/W G
4"tCon y McDonald Ben H. S sorYl
• ~ .
t ~
Genevieve H. McDonald Helen L. Simpson '
STATE OF WASHINGTON )
COUNTY OF SPOKANE ) ss '
~
On this day personally appeared before me Conway and Genevieve McDonald
personally known to me to be the individual(s) who executed the foregoing instrument and
acknowledged the said instrument to be the free and voluntary act and deed of said individual(s), for
the uses and purposP.s therein mentioned.
*,*s Given under roy~~i .~C,~ day of IDa 199~'~
•
.•~~'•y~,,••
• NotarPublic in and for~the State of
_ Pueuc s z = Y
~ : Washington, residing at Spokane.
My Appointment Sxpirea
~►~~O -
wAS*A
STATE OF WASHII~GTON )
COUNTY OF SPOKANB ) ss
On this day personaUy appeared before me sen H. and Helen L. simpgon,
personally known to me to be the individual(s) who executed the foregoing instrument and
acknowledged the said instrument to be the free and voluntary act and deed of said individual(s), for
_ the use4 and •%wb ~e~}n mentioned.
• •
00,09090060~ ~ •
Given ~ • , s ``day of , 199.~
•
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w : V h: z ~
. . ~ LVanc
pV~~10 ~~Od o Publifor the State
'
~~esiding at Spo e.
~ o ~'J,;° Washington,
~o~ 9 •.~MBE MIP Appointment Sxp1res
OF W AS,~
° • .
~ .
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~ . . • ~
YOI. 1734PAGE 317
Portfqn of Assessors Parcel No.45143.9249
Best Road - RF No. 1994
EXHIBIT "A"
BEGINNING at a point on the North riqht of way line of
Spraque Avenue, beinq 1,347.5 feet East of and 80.00
feet North of the Southweet Quarter (SW 1/4) of Section
14, Township 25 North, Ranqe 44 East,W.M.; thence
N.89041000"E. alonq said North line, a distance of 30
feet, thence N.00°02'54"T., a distance of 356 feet, more
or less, to the Tsasterly extension of the Southerly riqht
of way lfne of that certain Right of Way dedicated on
Document No. 8903230238; thence N.89°57'06"W., a distance
of 30.00 feet; thence S.00002154"W., alonq the Easterly
boundary of VERA V[J ADDITION, as per plat thereof
recorded in Volume 2 of Plats, Paqe 80, a distance of
356.32 feet, to the point of beginning.
Located in the Southwest Quarter (SW 1/4) of Section
14, Township 25 North, Range 44 East, W.M., 3pokane
County, State of Washington.
Portion of Assessors Parcel No. 45143.9249
Main Avenue - RF No. 2260
Best Road - RF No. 1994
EXHIBIT "B"
HEGINN'ING at a point befnq 1, 347. 50 feet East of and
80.00 feet North of the Southwest corner of Section 14,
Township 25 North, Range 44 East, W.M.; thence Eaet a
distance 30.00 feet; thence North, a distance 250.00
feet; thence East, a dfstance of 419.57 feet; thence
North, a distance of 367.50 feet to a point on tbe
Southerly line of Main Avenue; thence Northwesterly along
said Southerly line to the Easterly boundary of the VERA
Vt1 ADDITION, as per plat thereof recorded in Volume 2 of
Plats, Page 80; thence S.00002154"W. alonq said boundary
and extension thereof 662.34 feet to the point of
beqinning.
~
EXCEPT : that portion dedicated f or right of way for 8est
Road on Spokane County Auditors No. 8903230238.
Located in the Southwest Quarter (SW1/4) Section 14,
Townshfp 25 North, Range 44 East, W.M. Spokane County,
State of Washinqton.
ro f way\ray\mcdoaa ld\lam
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' Best Road No. 1994
.
1 • "'0j~~~ ,,~r ' A Mi1Lt1A~u~1, G 45143.9249
t, WASN
' A -93
SPOKACOUNi ZE 46
• ~ = ' r r t ,t•~ - ' ~ B 94110
• ° SPOKANE COUNTY ENGINEERINa UEPARTMENT
.
spokane County, Waehington
PRAINAGE EASEMENT
The Grantor(s) Conway McDonald and Genevieve H. McDonald, husband and wifet and
Ben H. Simpson anc3 Helen L. Simpson, husband and wife,
of the County of 6pokane, 9tate of Waehington, for and in ooneideration of Mutual
Benefite, the receipt of which ie hereby acknowledged, qrante to The Public of the
County of 9pokand, 8t8te of Waehington, a Drainage Eaeement over, under, and acrose
the following described real property eituated in the County of Spokane, State of
Waehington:
.t._
That portion of the SEIA of the SVN114, Sectiotl 14, Township 25 North, Range 44 East,
W M., Spokane County, Wa6hington, descrlbed as follows:
Commencing at the intersectlon of the south Oght-of-way Ilne of Main Avenue with the
east right-of•way 'line of 8est Road, beirtg the point of Cusp of a 20 00 foot radius curve
to the left In said east nght-of-way Ilne of Best Road, the center of circle of said curve
bears S0O°35'48"E; thence along sald east right-of-way line the followinA four (4) calls;
1) southwestecly alonA the arc of sald curve, through a cerltral angle of 89021' 18"1
31.19 feet to the point of tangent; 2) S00°02'S4"W, 169,45 feet to the point of curve of
a ZO 00 foot radlus curve to the !elt; 3) elong the arc af sald curve through a central
engle of 73°23'S4", 25.62 teet to the polnt ot reverse curve of e 50.00 foot radfus curve
to the rlght, the center of circ,le ot seld curve bears S18°39'00"W, 4) along the arc of
said curve throu8h a central angle of 84°58'26", 66.70 feet to the POINT OF
BEGINNINO; thence N81 °37'26"E, 22.50 feet to a point on e 72 50 foot radfus
nontangent curve to the right, the center of circle of sald curve bears S81 °37'26"W;
thence along the arc of saitl curve through a centrat angle of 61 °56'03", 78 37 feet,
thence N36°26'32"W, 22.50 feet to a polnt on e 50.00 foot radius curve to the left tn
said east right-al-way line of 8est Road, the center circle of said curve bears
N36028'32"W; thence along the arc of said curve through a central engle of 81 °58'03'',
• 54 05 feet to the P01NT OF BEGINNINQ
Orainaqe Eaeemente, ae deecribed hereinabove are for the gurpose of inetalling,
operatinq and maintaining drainage faoilitiee to diepoee of runoff, are hereby
granted ta the publio. TbesaCounty of Spokane ie hereby granted the right of
ingreee and eqreae to all Drainaqe Eaeementa adjacent to the public right of way.
The property owner ehall maintaiit the drainage area with a permanent live cover of
lawn turf, with optional ehrubbdry'and/or treee, whl.ch 6o not obetruct the flow and
percolat~ion of etorm drainaqe water in the drainage area as indicated by the
approved plane. '
The Grantor will conetruct the drainage facilities fn conformance with the approved
plane on file in the County Engineeze 4ffice.
" °F •f i
.
The individual lot ownere os 'their eucceseore in intereet ehall maintain the
drainage facilitiee in conformance with the approved plane on file in the Engineers
Office.
The property owner or his repreeentative ehall inform each eucceeding purchaeer of
all Drainage Eaeemente on the property and hie reeponeibility for maintaining
drainage facilitiee within eaid Drainage Eaeemente.
A, E. Excio Tax Ex
19 J
Date
(~A~am T ~ •
YOL
The Drainage Easement deaoribed hereinabove 3.e to and ehall run with the land. No
modification of tho boundariee of eaid Drainage Eaeement can be mada without thQ
pricr approval of Spokane County.
Whenever the individual lot ownere or their eucceeeore in intereet fail to maintain
the drainage facilitiee in oonformance with the approved Drainage Plan, e notice
will be given to the individual lot ownere or their eucceseore in interest by the
County. if nat corrected after ten (10) daye, the County hae the right to correct
the maintenance failure or have it corrected at the expenee of the individual iot
owners or their eucceeeore in intereet.
;
Spokane County does not acoept the reeponeibility of maintaininq tha drainage
couree on private lote within Orainage Eaaemente or floodpiain arese, nor the
reeponeibility for any drainage whateoever, including but not limited to inverse
condemnation to any propertiee due to deficient conetruction and/or maintenance of
drainage coursee in Drainage Eaeemente on private property.
,
Spokane County does accept the responsibility for the perpetual maintainance of the
drywell located within this Drainage Easement.
IN WITN SS WHEREOF, We have hereunto eet our hand(e) and aeal(e) thie 00 day
of 19--g.!r . 00 To UL~ ~
Colay McDonald 8en H. Simpson
. ~
-&diedez e; '
Genevieve H I+4cDonald NQlen L. Simpson
STATE OF WASHINGTON )
COUNTY OF SPOKANE ) ee
On thfe day personally appeared before me Conway and Genevieve H. McDonald,
pereonally known to me to be the individual(s) who executed the foregoing
instrument and acknowledged the esid inetrument tv be the free and voluntary act
and deed of eaid tndjq~;4dm"1, for the usee and purpoeea therein mentioned.
Y P' ~e 1~s~..u~ i9 .
Given under my hanel" a~}~•~ea ~ day og
,SIO f.~Z
O
~
~ • ~ •
Y • _
Vf oT~ A• r IJ1.~ Oa/y
a •
.
p C, ! O Av$ NotB~y Publi ~
„y on,
~ ` in and for the State of wae ingt
C1G ~
e reeiding at Spokane.
•O~
`'o •
•
FA O~~. ~•i~~,~ pqy Appointment Expires
~0 II
~•**ei~ • rA $1A, -'%0*~
~ STATE OF WASHINGTON )
COUNTY OF SPOKANE ) B8
On this day personal.ly appeated before me Ben H. and Helen L. Sunpson,
perSQ e to be the individqal(s) who executed the forgoinq instrument
to m
and ~e~ ~e said instrument to be esethereinnmentionec3~y act and deea of
sa~ or the uses and purpos
`v..' ~S~p ~i~ , 199 .
~ 2(p day of
•de h~d ar~l seal this
i
tP L + . .
• ~ ,Z •
PV$uC ft: O ~ .
Notar ublic
~•9 ••~tilBERe.~ oC2~• in ana for the State of Washinqton,
O S~ ~~b` . ~ .~esi4inq at Spokane. '
~ wA „ ~a • ~ Niy Appointment Expires t
Y •
i •
t ~
: i~,,~,~''~d.,,,''"I~j► ~
~ YOl. 1021 PA6E 8 7 1
~ RBAL EBTATE CONTRACT
THIS 11GREEMENT is made thia 27th day of PRbtuaty, 1999; by
and betxeen El7aiR !i. ENG and Clilii FQNO El+tG, husbend und wife= and
fiRHEST R. ENC and SAU KON ENifR husband and wiEe, ail collecLively
hexoin reEeclrec9 to as "Sueiier", and HENRY F. GRINA[.DS and THEE.MA J.
CR1tdA4f36, hnaband ancl wife,, Isacetn rtferrad to as °Purchaser".
W I7`NESSE'j`H 4
l. PIlRCNAS£ AND SALRi
ThRt the Soiler agFeee to sa11 to the purehnser and t1ie Purcheser
agcee9 ta purcriase fracn the $eller upan the tecrns and condiklans
herolnaEter set farth, the fallowing described raal estate located on
thc East 14000 Elack of Sprague Avenue, in 5pakaneo Wasltingtan,
legalfy aescribed an foYSoaa:
That portion of the Southeast quarter a[ tha
Soutltwesc gwarter pE Seotian 14, Taunshlp 25
~ HarthR ltenge 44 East, W.M., in Spoka" County.
Washiagton, deecribed as follmwgs
tieginnfng at the Southwest cQCner of sald
Section 14; thence North 84 ° 41'00" East, alang
~ the Sauth ltne of safd Sauthwest quarter,
1797.50 feet; thehce North 80 Eeet to tte
Southwest cacneR aC survey recotded under Auditor's
No. 7706250232 and the trus polnt vF beginnSng;
lhence 3autf+ 9911 41140" Weat, 419.79 feet; thence
Nnrkh 00 02154' East. 250 feet, t1lence Nor Ll► 890 41' 40"
Eeat 419.76 feet to tF►e I,eat 1 ir}e of sattf survey
~ecarded undes Auditvr's Nv. 7708250232, therrce
Saukh 00 02154" West, AlOng salcl West Llne, 250
feek, more or Lesrs, to the pofnk of 6egianing.
2. PiJRCIIRSR PRIGE AND PAYMEHT:
The total sale and purchase prire is the sum of 531d,835.00+
af whfch S2,000.00 ttas been paid as earnest mpney, zeceipt
whereaf is heraby acknowtedged by Selier. Further, tho Putchaser
shali pay the aum aE $158,000.00 cash at clos3nq, plus Purchase r's
ahare of closing costs if additlanal. 'thQ rernainr3et of said sala and
purchase prfcep the ssun of $154+835.00 sha11 be pay$h,1e in annual
installmeRts of ntat 1es$ than 424,126 44, inatuding interest,
peya?sle On the 16th day of February in each succeeding year, cvm-
menring PebrubYy 16, 1990 -until paid in fuli. Tle dscixning unpaid
ba3ante of eeld sum $ha11 bear interest from Febcuary 27, 1989s at
the rate of 91 pet' annwa camputed upon tlta decliniag batancut until
gaid 1 n Iull. Each payment shal I bQ appl ied f i r$s0~~aacrued
intar¢at and then u~son psi~tclpel. 2102
5sla Atw nd
I,aE "SriP CiltLP't,
Spokano Cawty iR.,,
-8 W-z
~
,
~
1 021. PAoE 873
~
,
6. ttETENTiBN OF TYTL9 AlID 9EGt11t!'TY t
Except an otherwiae provlded hbtein, the 8a11er's titie to the
ptaperLy deactlbed hQtein ahatl rem1+in in the &eller until the
puYChaser sha1] hav$ fully petforrned the abiigations dugcxibed in
this Cantrack* in addition, the PutchaGor gxarita to the Sollor +
se.=curlty intorest in atl condemngtian awbsda and lniutance prQCentia
which becorne pmyabYa ata a resu.1t vf the real propecty. Purch4sec
Eurt}ier qrents to Se11er e secutity intexeat in all imptovements
heaeefter made by Purchaner to the prc~cty pnd ineluding teplace~nant
fixturra anti equipment,
7. E1AED RRLZASF:
Irreapeetjve o[ the prav Isions of Paregraph 6 obave, the Srll.er
egrae$ Co dellver to Ck►Er PureMaser a goad end sufticlent warranty
Dr+ed For khe W,+st 200 feet of the eub ject propetty conveyvd
hasrunclo=. fihIa shti11 be d9ne at t1to kime oC clnafng, in exchange
for the paymont by Purchaaex oi $160,040.00 caah ddwnpayment.
R. P,SC ~OW.
Adapt gsctow, Inc., R. 107 Ftagneaf um Road (p.0. Box 16038)r
Spokare, Wt+shingtan 99248, ts hereby deeSgnatrd by the Seller and
purchs.aer as trscrvw agent. The 3eller egtees to eiepa8lt the acig-
Ina1 of this agreement, tagptber with a Dwod euittcient to convey to
Purcheoer the Setler's fntetest iR the real piopetty, with trig deslg-
rsated escrnw agertt. The qaid e$crow agettt is heteby autlrotlZrd
to recoiwe monieig ander the torms of !h!s agtenmont, issue rNreipts
thcrefor, and d[stritsute payrncnts accordlrtg to the terme oC this
arjreemene und Sellert's 1RStructians. When the tcrma o[ thjn agroe-
rnent hAve peon ru1ly Camp1 ted w[ th by the Purchascr, tlo escraw ayent
(R a111tf1aG IT.ftd to de1 iver to the "tchanet, the tiel Ler' e Aeed and
ether dacunsents boing held by tltb ascraw agent [o[ saCc►keeping,
Fach at the psrtfes heraeo agcee to pay ane=hal i[i/x) af the eecraw
Cnes ciiarged by tho eaerow agert unicrin otlteraise epezitied in khfs
aq rpcrrnent .
tA eddltinn tn the cequlremrnts in this Contrsct cantalned
herafn, Purch,aset agraes ta provide t-a the Saller thcaugh the desig-
nated rscrcw agentt an an annuat baafs, evitlnncv khtft taxes,
a-tneoaments, and insurance (iF epplicable) have brsen paid -which
s•qidertcc ahall be sn the farm o€ .4 copy ai e roreipt ac canceliQd
chock. 7f eacroa agent refuscs for ahatever ceaRan t4 accept this
infoKmattnn tn be gansod an tn Fieller, kMen Pucchaser agreea to
prompt]y iucnish trits information directly to St-ller.
]
~
.
.
• y~l. l U 21 PACE 877
.
TN NITNESS WH6RSOF, the parties heceto have executed this
agreement efEee e ea of the dey and ycaar flret above appeering.
aP C 118ER"
HENRY RINA[. S
.
I~~+-
T KLMA .I. G NALD
521 Shotetine Dcive
Libprty Lake, Weshington 99019
"SELLER"
f ~ ~ l I~'~ ~
07
~
B qlC K. GNG ERNEB ENG ~
CHUI PONG FfiG d, S HON BN G
,
N. 7108 Dakota N. 6012 Fieming
Spokane, Neshington 99248 Spokatte, Washington 99208
STATE OP WASHINCTON )
s sa.
Caunty of Spokane )
On thie day pecsonally appeared befoce me CODIB K. ENC and
CHt1i FONC ENG, to me known to be the individdats described in end
aho executed the withln and foceqoing instrument, and ecknowledged
that khey signed the sanie as their frec+ and voluntary act and deed,
foc the uses and purposes thprein nencionea. tAl
GIVEN under my hand artd official seal this.l'J day of Febcuaty,
1989. /
',.r 7 i
HOTAR PUBL[C n an tor e Stnte
of Washington, residing t Spakane
My appofntment explres:
.
l1~qrP-, ~
i
7
1
'YOC. 1021 ?I6E 879
. ICoR TM tMiURANC!
~ r„~ ~ w 11~;QHi1TLE
Rai tar itecard at Rcqurat at
Tn pRIAN G. lIIPPRASON gl 4
ATTORNSY J1T LAM ~~~«ry r
W. 31 INDIANA AVSNUE BPOKANB, WA811INaTON 99205
~ ;~~►oR~NE ~~~~ir •~sN~,
".uu
T17'1 !t Illtl/11t N11.
,
STATUTORY WARAANTY OLED
&DQIB R. ENO and CtlUi FONC ENG, huaband aad wifoi and
l11) I1iiAtoIl1K ERNEST K. ENC aad 8AU IION BNG# huaband arid vilot
1~~~ ar+d ~n ~tim~k~riat~~a► ~d T4N COLLAAS A11d OthOt gOOd a11d veluAblo conaidurAtion.
In Natkl Ntkt, ~tnarf• an~l Mn~om~ p+ IIENEtY F. GRINALDB And T11EI.14A J. CRINALDB o
huoband and wife#
Itp I1IIGIMlt1d I19M91AhI 1fA) MIe1C liflunted Ia 111e ( 114111tf W BpOkAf19 ttulr id
11psllH~yl~tp
The Woar 100 feet of the tollowinp described propsrtyi
That portion ot the Boutheaat quarter oi the 8outhwost quertor
ot Soction 14@ Tovrnship 25 Northg Rango 14 SAat# W.M., in
BNpkane County# Washinqtontp deaoribod eo tollowei
Aeginning At the 8ourhwost oornor o[ eAid Baction 141 thonco
North 69041100" Caot, Alor►g the South lino ot eaid Southwost
quarter, 1797.50 leet# thehae Nortfi 80 eoot to tho Southwost
vornar or aurvoy rococdad undsr Jluditor'e No. 7708250232 and tho
truo point ot beqinningi thcnoe South 69041140" Wast, 41908
tooti thonaq North 0002154" Eaot, 250 toatt thonco North
89041100" East 419,78 Poet to the Wost lino oP eaid eurvoy
roaordod under AuAitor'e No. 7708290232t thanao 8outh 00021540
Wuatp along eai4 Weet 1lno, 250 faet, moro or loee, to tho paiot
ot baqtnning.
SUUJHGT TOi 1989 roal oetato tAxoei Aseosement for 8owor District
No. 602, which obligetion ehall be nsenmod by grantoe
and paid acoording to ite terms and conditionsl eeaemonce,
oovenanta, and roetrictione of rccord.
pectlal
IUa dmt b phoq m/Inttdtnun~ ~d ~Au~ kvitam rcu1 rmatr 6.+mrwi twimeen lhe punte, erinss dat,f Pobruary 161,1 81
` PIR) \'irlldAbrlMl Iil1 IIM N11110sqmY 411 the 41ft11! thht`IIIkYt Qlrtqvllt umf dx oncnam. 1,4 Mqf1Y1N) hf/Ctil iutl/iRl'a %MAII flsq ArPl~
uI ant Ulb Imrro•t Iu eMm►Nort,vr lnunt hy. IAfouyh sq uR1Mt 11v (nlttha►" in wbl Immpn►1 atul %hr11 nsa dppl% tu um intm aa[+r
nlrnl1, 411 141ut ►hatgn inWhl. 61110filtrd sn Ish+smllty d►a %uMeyutInt tu the iWtr n) wd) uMhnry
Rpa! (t1wrc ( aiet lat aa& POb! Ion thtt wb m NOOIpM'tl Cite01m 4111 /!t/'`f . Ret sea Jfy• af+7/IDA.,
iUrm ~t~~► 27th na s,i February IV 89
y C ~ • ~
ERNE X . RI~ ,,~,~a~.
SA 110N E~vIG ~ ~ ~~,u
~ 1 A ~ ♦ ~ ~
~,Wlli+ Spokanu
!M 1ha dil JWISIuOll► dppnrc.l tKfutf ms
Nt me lnrl»n In I+r IAe ►nJwuJwl dfMtthld MaMI rtu~ elinuted ths oqAiO a1h) lqttltNOp t11N1Uf►M'U1 uaf mkwMkd,ed 1!!H
th9y .smnf I hr umc a+ tho i r fra aml i4dantn) ay snJ Jecd IsM ilie ma aad Putp"
1wIHA IIY1114Mej 11 1 J i ~0
41V1 ♦ umtn ml batdssM1 idtbul v&l lhto 4 ► iq Fabr Al~/ 'r 4t) Q9
~
, ~ S♦
R. !.~lna~w.~ Il" tn+sM .rl~ .F . ♦ '/"J~l..i"F~~11~'~~~
~1rf 1Ntl11 /4AQp/ I~4~ IM 1~► ~fMN ~ w~~ s M ♦
.,,~.~,~til~~` ^ •
lvolrM Cwih fM► a.en.~r SF.ok a na
My appointment @xpirea: • ~
s~..
. 1~
,
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1~t ,R t1~1~ it~1~R1~M1ct 1a1, P•r~ 860 v
I~tcci #'.u [t~rd urt Rr~u~# !~+ed~~~
-mCoiLmTLE
ammu INT tAW ~ ~p~
W. 24 x~tatNA Kv~~at~~
sm"R+ WAS111~OT01i'mo5 4-1 i yJ a~ s •a.
r.
iltrs#
tlt't,c lvl111MM
vuff cuIM aM
tt1l II,N WOR TIJUtMA J. GIRiN1wi.D8, rr! PO af i1'°NAY P. ORYNAW5,
~ li+~ a14141►~~l~1k1?4Y{p~~i) gigt of rQiil astato fcom wtfe to huabandl'waiver of
iltta+~s~r~L in raal catata,
~ ~,a►~+~ 8 asW 1400 .tAW 0 144 11RNRV F. GRINA1080 au his aaylitiato proti-lorty,
l1rc otmains 0~v'1iAh1 ira1 6,11~0 01tia1r►1 u+ thr t i%ntr k4 SpOkt►11o
N1AW ►N 11a041WIm+ti mk1itiUt~p ant fumva ihm" ethaA oinitliii mm~ htsoeHrt a.4uuir ~
~ '1'lzat iwrrian of the Rautheast qunrter oP the AoutliWoat qua,rcer
oY Sevtxor l+l• T'awnship 25 North* Range 44 Eaat, w,14., tn
stitnlcalto Ccunty, Ntsa114nptonp doscribed as Eollovei
13caimtiing ctt the itaut'hvvat carner of aaid Scrction 141 t11aric+e
Narit1i 990-11oQ0" Caatf Alon4 the South 1S.no ot said soathwast
qutrrtor, 1797.50 fvatl thanaa Mni•th 80 Cvot ta xhc sauthwcsL
uarttor aP murYey roeorded under Auditar' a No, 7708250232 aitd the
trua lsoittl. al~ boginninpi thence Batikli 89041100" Waet, 419.79
Cnati t11anca Narth 0002134" Sautr 250 leub$ tbonco Norl.tr ~
0+1441100" Kaol: 414.74 Yaot to the Westi Z inu a# said aurvey .
racaxded uitduv At1dt tar la Hu. 7709250231' 1 thencs Sow tt► 40Q2' SA"
weutl filatoa sald Waat Dtnej 290 fuot, maro ar losa, too Lho poi+tt
c,C Ueqinitlng.
~
,
8!100002103
t1tilts TA1 P Ofi
%46 A1111 W"}"*/ ~
D t "3itip" CIt1iOLRO
fmnly im►
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iMsr~t thn '17 L11 Oat iki rt>>JY'tUtll'-y
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~n\ ~~1 i le~- A y [ 1\rYil
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1 .aun% ~u Sj»?kiillu
iFi► ilu~ d~n ikr►~ma4i~ ,~p~urair.l Mlalr ~iu TEIELMA J. [iRINAIDs,
w nw~ 1 rasµ u ci~ hr 1Rt nrfnah.~l ds•+~ ~Efivil I11 41++1 phm vi. '1e1i d Ilw ruhin 4900 tqNCF+.1110 ~~»nunw+n rn1 N~ 1 m+1n1rM tlwl
iiFl~? ojotm1 IIIY .~rur .►s 17or flvr ami 0 IIitnAt+ Al 911661 411 Nf WI fhr arl. 10+tjYUj%+W6
Iheicus uvnlu+tavl ,tt ' ~ 11 ;11I•
' ~ ~'!1$~ ~
111! 1% u~uGo mi hau~l and dIM41I IPiI Ilih 4+~, trilol'1l~1 t
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1 r~r~ jylNfta rN ibpl flp 10414
11i~/Al1~, r•t~~
r.~afn~s K+ ~(u7fGR11itl
f+iy apirotntmettt uxlsirutit $'7/
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` ~aft ►~~1~~~'~~~~cn.t
s~ceo Ean RECOno A, sEcu4e7 aF
940314643% = w'.
= SPQX,~~~. f t,uh 11 • »ti~t
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wf~~ 01ec411"90 Rarun►c fa ~
ripix r, iucpre~a~c - - , `
t ° ~►~Mii~T xAw N. 120:. ASlit SU~ 20(1 ~ .
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SpCkAiN~ WA 020' J Y~IL.
~I~1 S~st~ ~lp . . . . « . . . . . . . ~
' F
b ~l yS~s !Stat+utory 1Alarranty UOOd
ElsOts. X. M; atxt C'iLl 1VIVG mG, husbartid and wl f c%, aa to an wiclividod
T1}v L2RAMIt ano-haif fnterosts arct F,T**ST Y.. MG Artid $W jk`!v s.tvC, hu:ft-ind vhcl wzEc,
as to an w4wida:i cxu;-ha1F intErest,
DOY.U►it~S aisd ot~tet ~3oad and vaku~l~: consic3c~taL ian,
(ar ans ln aoi~fd6n~Wr ~S
qcml :"wDON= And GUmVYLVE _Il. T+~WON11ZJ), husl~atui artid witat
iwi~d 1Mdd.fs611Y01~* wWaiIaf1L110 , A,~ it. $~~QN ~~Q~ Y+. SY.CVr jlUsAwICj AJld W]xc, 39
ia M1
t.e~'.2u11S Jt1 cYmilYJn. Stoto of ~ya,~t~~^ t~n.
(he !ot?owlns d.wnbad ce~i ~ntnb, aItwtod in 1?►v Ca~uty at $~p . G
9
~ SPF, ARTi1~ ExitI8S7.` "A" ,
i
~
:
-100: 1494 r$aX estare t-vAes j cAetwr$, aaovvemnta ard resti•3cticnB
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.r^Tr Wol.cu11i+cs1IOH tilAtl'(N WA%1UNtiCtih ~
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r ~ iitiar►N ur Spokane t ~K~N~t• ui~ SPC)KANE .
~4 1
~ "js~riut) IlsA 1 t1w+ sK Cus oau.1aCMlt) e1,M.n.N t1w I.p~_;,~RK~~MAr~c~ h.y ~ui.1+.4Ny .t•ki.t Oh.t
,'FbDZL K. RIG em
~C7SUI FZ~7V~3 is ttw ti. 416
.
L polwa(is{ wl~~ smieed ts4H4 1116, ii-v! •.rl 100vlHO
! j+v wc.1 .N*s rfTeooa mmec ow, .nQ Ra1J pe,we"
y.c•rtai0~1 (A.~ 11fe~•t~hhcYj ~irnN 1~► lMrcwaw~t Ml r.1vuuA.~t~{c~l tlut tMrM+el~tYti uSAtI! tiI11► IAWli11k'IY nwl
m+.t fw!~, fKe! aits No OMOwA►bnn tin oul valusrur•.1 Iter +wAalWmfjN is 4s kt IMallw/hheitl 106% d►►f 1rl%dA-uY uA lilt
Jft 4.ks #nd pvtj.sa% mxutrw6'J fn Q+s lNiwat.rA ihc u%%*.% PUn++w.y Rocntsm tj 14 tl-t :n~ivill.ea „A
, • ~,'~,4 .
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PACCEt, No. 1= Yo~. I5 G 9 PaGE17J 8 ~
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' A portion of the East hakf of the 30urbwcat quuL~er of Seccxean
2a~►noh~,p 25 North, atangc 44 East, ~1.M. , as foi )owv SwTNNI1vG 1,347.5 fac't ~ast of the 5outbwest cot nex oF sald Scctjon;.
thencE Ea►st 1.5~ l:ect ~ thence ~~torth 767.5 ~feet; Lhence •.+p
~C,
rst 150 6' te..
Lbence .5auth 767.5 feet l-o the posrit af k+eginns.:►g, excekit ii.a ,a•.atll 8,0
f *et; ancl ekr,ep: the ,North 25 feet thPxeof, snd also exct;pC xrrA..,cjoA
~ C3T1Ai ~ 'lb
ExCEPT that porti~a a~►xng wIL4htn the parcel dc:scrihed sn thc He-ul
Eat,ate CcntracL bQtwccn Eddie K. Eng and Chui Fc,ng Enl, hu4hand and '
w:tI*, and erneat K. Eng and Sbn Ho:1h Eng, huabanci and wiFe, as Rellers,,
and Henrx E. c;; lnalda and Ttielma J. GrtaalcIe, huabanil a;►d wkfe, an
nuxchauera, zecacde4 Pcbrudi-y 27, 1989, under Ctecording Na. 8902270267i
ae
S2.tuatG in the Co:nty ot spnkane, SLate vF Washinntnn. '
FARCEt 2:
. ,
d pnrkkon oY the-, E.35L b'aSf of the SQUthw~~t quarter of SeCl.ion 14. .
TawnRhi.p 25 NarCh, Range 44 EauC. W.y., aescl•ibpd .~u jol 1u++R, '
(,TlyaC pot•tiort of the zlollawincj CTQACTybe--.-,I tract lytnej wabith af tda:n
' Avenue 3Q convoytd ta Spokane CGuntY by d.:t:d r<c:ord4t; mav :8. 1954
sAncie: Audatar'ac Cxla Na. 3906748, sai.d tra.t:r. being tJebC['ibr.cl aa
Uollowg:
.
L'graxNi3ING aL a pa3nr. 1497.5 Eeet SaaC nf the SouthwesC rarner oF sZid
,5ectian 14, therice 83st a dxztance or 304 Peeh; thence horLh a da.staricr:
~j ox 990 feat; then ce Weat a dintAneo ot 300 fe,et, Lhence ;,out-h a
~ dxstance of 980 "reet to the pain.t. uf beginning, tYCEVTING thereFrom the
Souch nA feet thereof;
LXCypT that nert;s^% :yxng with;Ln the paccex descr-Lbed in the ite-a2
Estate ConCs-act between Eddxe K. Eng and Chux Fong Erig, husurAnd qnd
wzke, and Ertlcut K. Lng ahd san Kong &ro, husbznd and wifr:, as gell•:ra,
attd Hanty F. Grxnaldu and Thelma J. Gri.naldR, huabald and wife, as
nurc:lanet•s, rer,orded FebrLtaYy 27, 1959, undCr Recexding Nd. 89001.2:0267,
51tuv►►:e ia the 4oV►nty uf Spokane, State *f Wazhtington.
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FROhI ANGLE D T ST NOFiTH EAST TO
AUTO, IIVVERSE
START i 0@0. 0-Q1400 1000. 040@0 1
RAD i AE.. id 0 35 48.0 W
DELTA 89 21 18.0 LT
RADIUS 20.0000 TAiV 19.7761
~
L-ARC 31.1908
RAD I AL N 89 57 06.0 W
Rp 980. 00108 1000.20827 2
1 CHORD S 44 43 33.0 W 28.1246 980.01796 980. 20828 3
TAN@P7 S @ tAc 54.0 W
3 YNU S 002 54.0 W 169. 4500 810.56802 980. 06534 4
RAD I FdL N 89 S? 06.0 W
DELTA 41 24 35.0 LT
RAQ Y US 20.0000
TAN 7.5593
L-ARC 14.4547
FtAD I AL S 48 38 19.0 W
Rp 810.55114 1000. 06533 5
4 CMORD S 20 39 23.5 E 14.1422 79?. 33502 985. 054c?0 G
TAN@RT S 41 21 41.0 E
6 I NV N 0 02 54.0 E 177. 73fd0 975. 06496 985. 2ttt413 7
RAD I AL N 89 57 06.0 W
DELTA 89 21 18.0 RT
RAD I US 20.0000
TAPI 19.7761
L-ARC 31.1908
RAD I AL N 0 35 48.0 W
Rp 975. 04809 1005.20412 8
7 CHORD N 44 43 33.0 E 28.1246 995. 04700 1004.99585 9
TANCdPT N 89 24 12.0 E
9 INV N 89 24 12.0 E 97.5700 996.06306 1102.56056 10
10 I1VV 5 81 40 06.0 E 302. 980m 95`. 16032 1402. 34286 11
11 INV N 89 41 00.0 E 2.1000 952. 17193 1404. 44283 12
12 TIVV hl 0 00 00. 0 E 5.0000 957. 17193 1404. 44283 13
13 I NV S 99 41 00.0 W 1.7500 957. 16226 1402.69286 14
14 TNV N 81 40 06.0 W 302. 9900 1001.06644 11td2. 9tt1m66 15
15 TAIV S 89 24 12. 0 W 102. 9000 999. 99488 100@. 0mb24 16
LAT & L?ER 0. 00ty1 a -0. 00624
lb HCLQSE N 50 36 43.2 W ~00. 00000 1000. 00id@0 1
pREC = 1 TO 153598 Area 103.71 sq ft 0,07125 ac
FROM ANGLE 6i NORTH EAST TO
START 81 0. 56842 980. 06534 4
FROM ANGLE DIST NORTH EAST TO
AUTO TNVERSE
START 10.56802 9821. 06534 4
RqD I AL N 90 00 00.0 E
DELTA 73 23 54.0 LT
RAU I US 20.0000
TAht 14.9071
L-ARC ~ .6209
FtaD I AL N 16 36 06. E
RP 81 0. 56802 960. 0653~► 17
4 CHOF~D N 36 41 57.0 23.9045 829.73434~ 965. 79 I8
TAN@FT N 73 23 54.0
RAD I AL S 16 36 06.0 W
UCL 1 i-i t~ r .3y .s.s. 1 R i
RAD I US . ~000
TAN ~ .:,3. ~J~45
L-ARC 137. 5836
RAD I AL 'N 5 44 ? 1. 0 W
RP 877.6 80. 06547 19
lg CNORD N 5~5 5`. ~ E 98.1055 927. 75.06548 2P~
TAN@GT 84 15 39. Q1 E
FROM ANGLE DIST TH EAST TO
START 810.56802 980.06534 4
5*4 BEAR I NG ~ RAD I AL N 89 57 06.0 W ~ly~ Aax~- P
DELTA 73 23 54.0 LT r Q
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RA~DI ~
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US 20.0000
TAN 14.9071
L.-ARC 25.6209
RAA I AL 5 16 39 00.0 W
Ftp 810.55114 1000. 06 533 17
4 CHORD S 36 39 03.0 E 23.9045 791.38969 994. 33484 18
TAN@PT S 73 21 00.0 E
RAD I pL N 16 39 00.0 E
DELTA 157 39 33.0 RT
RAD IUS 50.0000
TAN 253.2045
L--ARC 137. 5836
RAD I AL S 5 41 27.0 E
RP 743. 48604 98f8. 00861 19
18 CMORD S S 28 46.5 W 98.1055 693. ?3247 984. 96664 20
, TAiV@PT S 84 18 33.0 W
FROM ANGLE DIST NORTH EAST TO
AUTO INVERSE a,(,(
START 693.73247 984.96~b4 i..'0
RAD I AL S 5 41 27.0 E '3
flELTA 5 44 21.0 RT p
RAD I US 50.0000
TAN 2.5063
L-ARC 5.00134
RAD I AL S 002 54.0 W
RR 743. 48604 980.00861 21
20 CHORD S 87 10 43.5 W 5.0063 693. 48606 979. 96643 22
TAN@P7 N 89 57 06.0 W
22 INV S 89,57 06.0 E 5.0000 693. 48184 984. 9E+b43 23
23 INV M 0 02 54.0 E 0.2500 693. 73184 984. 96fa64 24 LAT & DER 0.00063 -0. 00000
24 HCLQSE tV 0 15 13.1 W , 00Q~f~ 693.73247 984.96664 20
PREC = 1 TO 16340 Are 42 s ft 0.00001 ac
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Portion of Assessors Parcel No.45143.9249
Hest Road - RF No. 1994
EXHIBIT "A'!
BEGINNING at a point on the North riqht of way line of
spraque Avenue, beinq 1,347.5 feet East of and 80.00
feet North of the Southwest Quarter (SW 1/4) of Section
14, Township 25 North, Ranqe 44 East,W.M.; thence
N.89041100"E. along said North line, a distance of 30
feet, thence N.00002154"E., a distance of 356 feet, more
or less, to the Lasterly extension of the Southerly right
of way line of that certafn Riqht of Way dedicated on
Document No. 8903230238; thence N.89°57' 06"W. , a distance
of 30.00 feet; thence S.00002154"W., alonq the Easterly
boundary of VERA Vi1 ADDITION, ae per plat thereof
recorded in Volume 2 of Plats, Paqe 80, a distance of
356.32 feet, to the point of begfnninq.
Located in the Southweat Quarter (SW 1/4) of 3ection
14, Township 25 North, Ranqe 44 Eaet, W.M., Spokane
County, State of Washinqton.
Portion of Assessors Parcel No. 45143.9249
Main Avenue - RF No. 2260
Best Road - RF No. 1994
EXHIBIT ng"
BEGINNING at a point being 1,347.50 feet East of and
80.00 feet North of the Southwest corner of Section 14,
Township 25 North, Ranqe 44 East, W.M.; thence East a
diatance 30.00 feet; thence North, a distance 250.00
feet; thence Last, a distance of 419.57 feet; thence
North, a distance of 367.50 feet to a point on the
Southerly line of Main Avenue; thence Northwesterly alonq
said Southerly line to the 8asterly bounda►ry of the VERA
VLT ADDITION, as per plat thereof recorded in Volume 2 of
Plats, Page 80; thence S.0000215411W. alonq said boundary
and extension thereof 662.34 feet to the point of
beqinning.
EXCEPT: that portion dedicated for riqht of way for Best
Road cn Spokane County Auditors No. 8903230238.
Located in the Southwest Quarter (SW1/4) Section 14,
Township 25 North, Range 44 East, W.M. Spokane County,
State of Washinqton.
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PARCEL NO. 1: 1569PAGE179$ °
° A portion of the East half of the Southwest quarter of Section 14,
Townehip 25 North. Range 44 East, w.M•, as fallows
~ BEGINNING 1.347.5 feet Eaat of hhe Southweat aorner of sa3d Sections~
thenca East 150 feett thenee North 767.5 feet; thence West 150 feet;
thence South 767.5 .£eet to the paint of beginningr except the Soutri BO
feet, and exeepG the North 25 feet thereaf, and also exaept irrigatian
canalJ
BxCEPT that portion lying within the parcel described in 1:he Real
netate Contr3ct between Eddie K. Eng and Chu.I Fong Ln9, husband and
wife g and Crnest K. Eng and San Hong Enq, huaband and wx £e. as sel lers,,
and Henry V. Grinatds and Thelnna J. Gr.inalr3s, husband and wife, as
purchagerg, recordQd F+ebruary 27, 1989, uncler Etecordxng No. 8902270267;
Situate in the 6ounty of 5pokanp. SGate of Washi.ngtnn.
PARCEL 3:
,
A portf,an of the Cast haif aF the Sowthwest qiaat ter of Sech,ion 14,
Townahig 25 North. Raage AA East, W.M,, described as followa
0
Tltat Qavtian of the fellawing describea tract lying sovittt of Alain
Avenue as conveyed to Spnlcane County by rlptod recordaii Mav 19. 1956
under Auditor's Fila No. 3906748, saxd traaN being de-4cribed as
Eoll4w$:
DE{3xNNING at a poxnt 1497.5 feet EasC of the Southwegt r:ornet- of saa.d,
Section 14, thence Eaest e distance of 300 feet; thenre North a distance
of 980 feet; trienee West a digtance of 300 fe@t; thence Sauth a
3istiar►ce of 980 Eeet ta the paint of beg3.nning. EXCEP?YNG therefrom the
South 80 keet thereoF;
EXCEPT that pQrtion lying within the parcel r3escribed tn the Real
Latate Cantract between Eddi-e K. Eng and Chui Fong Eng, hushand and
wifet and Ernest R. Eng and San Hong Eng, hueband and wxfP, as sellera,
and Henry F. Grxnalds and Thelma J. Grxnalds, husband and wi#e, as
purchasers, recorded February 27. 1969. urder Recording No. 8902270357,
Situate in the County of Spakane. State of Washington.
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RI GNT OF WAY DEED 8903230238 + f~s y3 ~y
P 's YJIt$ 10*2 5PAGE 19 2 2
IN THE MATTER of Best itoad No. 1994
KNOW ALL MEN BY THESE PRESENTS, thdt Eddie K. EnQ & Chui Fone Ene (H&W)
and Ernest K. EnQ 6 Sau Hon Ena (NbW) ,MUM= of the County of Spokane, in the Sta te
of Washi ngton, i n consideration of the benef its and other val uabl e considera tion, and the
sum of Mutual Benef its Ool l ars , pa id them by the County of Spokane, the recei pt
whereof is hereby acknowledged, have granted, bargajned, sold and conveyed, a nd by these
presents do grant, baraain, sell and convey unto said Sookane County, the followinQ
described parcel of 1 and, si tuated i n Spokane County, i n the State of Wash-i n/ton, to-wi t:
That portcon of the SE~/. of the SW%. Seclion 14, Township 25 North. Range 44 East, W M.
Spokane Counry, Washington, desc.ribed as failows
Commencing at the southwest comer of said SecUon 14. thence N8741'OQ"E. along the south
tine of said SW~/.. 1.797 50 teet, thence North, 8000 teet to the southwest comer of Ihat sucvey
shown on Oocument No 7708250232.1hence S69°41'00"W. atortg a ime paralie) v+nth and 80 00
teet noriheriy of the south line of said SW`/., 449 78 teet to the intersection with the southeriy
extenswn of the easterly boundary of Vera Vu Addition. per plat recotded in Volume 2, Page
80. thenoe N00'°02'540E. along said extension and the easterly nght-oi-way iine of Best Road,
356 32 teet to the POINT OF BEGINNING, thence vonhnumg N00°02'54'E, along sald easterly
nght-oi-way line, 306 02 teet to the souther{y right-of-way Iine of Mam Avenue. thence
N89°'24'12"E, along said southerly nght-ot way Iine 44 78 feet to the point of curve of a 20 OQ
toot radws curve to the lek the center of pircle o1 which bears SOOP35'48°E, thence
sauthwesterly along the arc of satd curve lhrough a centrat angfe of 89021418". 31 19 teet to the
M`^ point of tangent, thenoe S00°02'54W. atong a line parallel wnlh and 25 00 feet distant from said
easteriy right-ot-way line oi Best Road, 169 45 teet to the pomt of curve of a 20 00 toot radius
cuNe to the left, thence along the arc o{ said curve, through a central angle of 73°23'S4". 25 62
ieet to ihe point of reverse curoe of a 50 00 foot radius curve to the right, ihe center of circte of
which bears S16°39'00"YN. thence afong the arc of said curve through a centrat angte of
163°23'S4", 142 59 teet to the pomt ot tangent. thence N89°57'06W, 25 00 teei to the PaiNT
R E Excm Tax Exempl OF 6EGINNfNG. contarning 11,717 squsre feet '
Oate~~~~ - ~3 19 ik- `
SpokafAVIE ny Treas
=gy of Section 14 , Township 25 North, Range 44 , E•W-M•
TG AND TO HOLD the same, unto the sa id Spokane County for the purposes of a publ i c
raad forever.
IN WITNESS WHEREOF, we have hereunto set our hand s and seal s thi s21 day of r!?a24k
19,0.
Ernes K. Eng E e K. Eng
~
Sau Hon Eng `G 6
~_35 Chui Fong Eng
R/W 1/1/85
Jr3 00
I
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F
~EST ROAD E7~TENSION
DRA.INAGE PLA,N
~
~
A&C Project No. 94-130'
.
Tuly 15, 1994
Ptepared'for
_ Ben Slmpson
2305 E. River Road
oas orcearas, wA 94207 oqiciAt PueLIc oocWM
SPQKANE COUMrf ENGINEER'9 4MEE
OR Nka
, e14 i M ,
Pnn ~FC, T n
5UBc~~)naL
RETURN TO COUtVn ENGIh1EER
Prepared by Adoms & Clurk, InG . . . - . - ,
~ 1720 Vwes~t Fourth Avc. RECE-IVED
Sp
ol.ane, WA 99204-1702 (509) 7474600 • Fax (509) 747-8913 ' JUL 1 91994 ,
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: SppKANE COUNTY ENGINEER
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DRAINAGE PLAN
FOR
BEST ROAD EXTENSION
_Purpose
The purpose of this report is to detemiine the extent of storm drauiage facilities which will
be Fequued to dispose of stormwater runoff created by the extension of Best Road This
road is uiside the Aquifier Senistive Area and is subject to "208" requirements
Analysis Meihodology
The Rational Method,which is recommended for basins less tlian ten acres in size will be
used to determine the peak discharge and runoff volume
Project Description
The proposed Best Road extension is local access standard with curb and sidewalk along
the east side This report deals with the drainage along this side only There is no
practical method to collect the stormwater runoff along the uncurbed west side This
section of the road is located in the SE 1/4 SW 114 of Section 14, T25N R44E, W M
Sheet 67 of the Soil Survev of Snokane Countv_ Washington (copy attached) shows the
soil type to be Garrison (GgA), somewhat excessively drained Drywells are used to
dispose of stormwater runoff
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BOWSTRING METHOD (TEN YEAR STORM DESIGN) PROJECT: 94-130
' DETENTSON BASIN DESIGN BASIN: 1
DESIGNER: LaBeff
NUMBER OF DRYWELLS PROPOSED DATE: 18-Ju1-94
1 Single (type A) 0 Doubl e( type B)
Total Area (calc.) (see H1) 0.50
Time of Conc. (calc.) (see H1} 5.00
Composite "C" (calc. ) (see H1) 0.58 .
Ta.me of Conc. (min) 5.00
A:rea (Acres ) 0.4979339
C' Factor 0.58
Impervious Area (sq• ft.) 12340
Volume Provided 208: 549 storm: 1098
Outflow (cfs) 0.3
Area * C" Factor 0•29
_ _ - . ~ _
#1 #2 #3 #4 ##5 #6 #7
Tza►e Time Intensity Q dev. V in V out Storage
Inc, Inc.
(min.) (sec.) (in./hr.) (cfs) (cu. ft.) (cu. ft.) (cu. ft.)
(#1*60) (A*C*#3) (Outf.*#2) (#5-#6)
5.00 300.00 3.16 0.91 366 90.00 276
5 300 3.18 0.92 366 90 276
10 604 2.24 0.64 450 180 270
, 15 900 1.77 0.51 508 270 238
20 1200 1.45 0.42 591 360 181
25 1500 1.21 0.35 555 950 105
30 1600 1.09 0.30 566 540 26
35 2100 0.91 0.26 574 630 -56
40 2400 0.82 0.23 587 720 -133
45 2700 0.74 0.21 594 810 -216
50 3000 0.68 0.19 604 900 -296
55 3300 0.64 0.16 623 990 -367
' 64 3600 0,61 0.17 697 1080 -433
65 3900 0.60 0.17 688 1170 -482
70 4200 0.58 0.17 714 1260 -546
75 4500 0.56 0.16 738 1350 -612
80 4800 0.53 0.15 744 1440 -695
85 5100 0.52 0.15 775 1530 -7-5 5
90 5400 0.50 0.19 788 1620 -832
95 5700 0.49 0.14 814 1710 -896
i00 6000 0.48 0.14 839 1800 -961
DRAI2:: GE PQND CP.LCULATIONS
Required grassy swale pand storage volume
= I:aperva.ous Area x.5 in. / 12 ia. /ft. _ .519 cu. ft.
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,provided: 549 cu. ft.
DRYWELL REQUIREMENTS - 10 YEAR DESIGN STORM ,
' Maximum storage required by Bowstrinq 276 cu. ft.
provided: 1098, cu. ft.
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BEST itOAI) EXTE1oTSION
DRAINAGE PLAN'
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A & C Project No. 94-130
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August 9, 1994 FxF4FM.%
Prepared for
Ben Simpson
2305 E. River Rosd
Otis, Orchards, WA 99207
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Prepared by 'LI' `1f 2
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Adam 8c GTcrrk, Inc.
1720 Wesi Fourt6 Ave.
Spokane, W>A 99204-1702
,
(509) 7474600 • Fag (509) 747=8913
DRAINAGE PLAN
FOR
BEST ROAD EXTENSION
Purpose
The purpose of this report is to determune the extent of storm drainage facilmes wluch will
be reqwred to dispose of stormwater runoff created by the extension of Best Road. This
road is inside the Aqwfier Sensitive Area and is subject to "208" requirements
Anulysis Methodology
The Itational Method, whlch is recommended far basins less than ten acres m size will be
used to deternvne the peak discharge and runoffvolume
Plroject Descripbon
The proposed Best Road extension is local access standard with curb and sidewalk along
the east side This section of the road is located in the SE 1/4 SW 14 of Section 141 T25N
R44E, W M Sheet 67 of the Soil Survev of Sookane Countv. Waslunaton (copy
attached) shows the sod type to be Ganrison (GgA), somewhat excessively drained
Drywells are used to dispose of stormwater runoff
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~ 509) ?47-1600 ?4:'{ k509) 741-8913 ~
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BEST ROAD
RATIONAL METHOD OF RUNOFF CALCULATION PROJECT 94-011
ADAMS AND CLARK, INC BAgIN A
DEStGNER LaBeff
DATE 08-Aug; 94
Areas "C"
pAVE~iENT' 01,48 0 90 S~aoru Z
DRIVEwAYS D)007 0 80
RooFTOPS~ 0 00,0 0 90 LAwN 0193 015 S~
WEIGHTED "C" 0 48
TOTAL (ACRES) 0,348
TIME OF CONC, (MIN) 6 67
INTENSITY,,(IN/HR) 2 87
Q=C1A= 0 48 CFS > Q,, #3
000 1, T Pe 6aSe ~
BOWS?'RING METHOD (TEN YEAR STORM DESIGN) PROJECT • 94-130
DETENTION BASIN DESIGN BASIN 8
DESIGNER LaBeif
NUMBER OF DRYWELLS PROPOSED DATE: 08-Aug-94
1 Single (type A) 0 Double (type B)
Total Area (calc.) (see H1) 0.50
Time of Conc. tcalc.) (see H2) 5.00
Composite "C" (calc. ) (see H1) 0.58
Time of Conc. (nun) 5.04
Area (Acres) 0.4979339
C' Factor 0•58
Impervious Area (sq. Ft.) 12340
Volume Provided 208• 514.3 storm. 1112
Outflvw t cfs ) 0.3
Area * C" Factoz 0 29
41 #2 43 #4 #5 #6 47
Tzme Time Intpnsity Q dev. "J in V out :.torage
Inc. Inc.
(min.) (sec.) Cln.lhr.i (cfs) (cu. ft ) (cu. ft.) ;--u. ft.r
(#1*60) (A*C*43) ;Outf.+42) ,#5-#6)
5.00 300.00 3 18 0.91 366 90.00 276
5 300 3.16 0.91 366 90 276
10 600 2.24 0.04 450 180 270
15 900 +.77 0 51 508 270 238
~0 1264 1.45 0.12 591 360 181
25 1500 1.21 0.35 555 450 105
30 1800 1.44 0.30 567 540 ~-7
35 2100 0.91 n.26 574 630 -56
40 2400 0.92 0.`3 588 i20 -132
45 2700 0.74 0.21 594 810 -2106
50 3000 0.68 0.39 604 900 -296
55 3300 0.54 4.18 624 990 -366
60 3600 0.61 0.17 647 1080 -433
65 3900 0.60 0.17 688 1170 -482
70 4200 0.58 0.17 715 1260 -545
75 4500 0.55 0.16 738 1350 -612
80 4800 0.53 A 15 744 1440 -6°6
85 5100 0.52 0.15 775 1530 -755
90 5400 0.50 0.14 788 162Q -832
95 5700 0.49 0.14 814 1720 -896
100 6000 0.46 0.14 839 1800 -961
d?RAINAGE POND CA.L►CULAT I ONS
Required grassy swale pond storage volume
= Imperviaus Area x 5 in./ 17- ir../ft. = 514 cu. ft.
provided• 514.3 cu. ft.
DRYWE~LL REQUIRE1viE1TTS - 10 YEAR DES IGN STORM
Maximum storag,e requiredt by Bowstring = 276 cu, ft.
,provided. 111-2 cu,. ft.
I
Number and type of Drywe~lls Required = Si?~gl~e
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spokaoe. 1A 18e^.04-1^02 :.ALC 3Y AW S ~~ELKED 3Y
1509) 747-4800 ?AX 509) 747-(3913
o ' ` DATE ' SHEz-r -j -F _I J
Triangular Channel Analysis & Design
Open Channel - Uniform flow
Worksheet Name:
Comment: DRAINAGE SWALE ALONG WEST SIDE OF BEST ROAD
Solve For Depth
Given Input Data:
Left Side Slope.. 6.00:1 (H:V)
Right Side Slope. 6.00:1 (H:V)
Manning's n...... 0.030
Channel Slope.... 0.0080 ft/ft
Discharqe........ 0.49 cfs
Computed Results:
Depth............ 0.27 ft
Velocity......... 1.15 fps
Flow Area........ 0.43 sf
Flow Top Width... 3.20 ft
Wetted Perimeter. 3.25 ft
Critical Depth... 0.21 ft
Critical Slope... 0.0283 ft/ft
Froude Number.... 0.55 (flow is Subcritical)
Open Channel Flow Module, Version 3.11 (c) 1990
Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708
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S P O K A N F-r C C~ CJ N T Y
OFFICfi OF 'I~iE COUNTY ENGINEER • A DIVLSION OF THE PIJBLIC WORI6 DfiPARTmENT
Ronald C Hormann, P E, County Engineer Dennis M, Scott, P E., DuecCor
August 2, 1994
Simpson 60 unit Condo
Randy LaBeff
Denrns Brown
276-7377
A review of the road, drainage, or site plan for the above-referenced building permit has
been aocomplished. Areas of concern to the Spokane County Engineenng Department
are indicated m red on the attached plan set and calculations marked "ORIGINAL"
Please make the corrections and re submit them to the BuDding Department in order that
the review process may proceed Highiight all changes to the resubmitted pians and
include the comment mark-up copy with them
Please note that the pian set and calculations marked "ORIGINAL" are official pubiic
documents and must be retumed with the revised plans and calculations Review of the
revised plans will not proceed unt0 the 'DRIGINAL" set Is retutned tio the Courrty.
If you have any questions about this review, please contact us at 456-3600 Thank you
Sm ly
~
Paul Lennemann E I T
Plans Review Engineer
Ron Horman P E
County Engineer
1026 W Broadway Ave • Spokane, WA 99260-0170 •(509) 456-3600 FAX (509) 324-3478 TDD (509) 324-3166
REVIEW CONIlKENTS
SPOKANE COUNTY ENGINEER
DEVELOPMENT ENGINEERING SERVICES
PROJECT B94110 REVIEWER: Paul Lennemann
PROJECT NAME: Simpson 60 unit Condo DATE: 1 Aug 94
ADDRESS: 14301 E. Spraque REVIEW 1
commms
A benchmark is required for this project. A benchmark is a physical
mark or obj ect used as a reference for elevations. This point must
be left undisturbed by construction. Please indicate on Site Plan.
The County requires a Spokane County Type 4 drywell lid for
drywells in 208 swales. Specify on the drawings this type of lid.
Show a typical section of a swale. The swale must be sodded and
side slopes should not be steeper than 2:1 for up to 12" in depth.
For swales with greater depths use 3:1. The top of the swale should
be a minimum 2 in. above the drywell lid.
Please use drywell detail attached.
Drainage report must be stamped and signed by a licensed Eng.
Define the areas for the 208 calcs.
Show calcs for swale volume.
Show the length of ponding in the street. 12' is maximum for a cul
de sac.
Move the inlet to the low point.
Side walk width is 61.
Show detail of inlet.
Taper lenqths are 100' minimum.
Show fog stripe.
Include R-value tests to support the 6" SCTC.
1
Property deed is needed for 5' of R/W on Best and Main and a 20'
radius at the intersection.
Show a type B curb or give a detail.
Mound sod around drywell.
Grade sheets are required.
Correct gutter grades on plans.
Show ditch section and culvert to account for west side runoff.
A band or some other form of financial surety approved by Spokane
County needs to be submitted for proposals that require
improvements within the adjacent right-of-way. To expedite your
request for a building permit the County has 3 pre-approved bond
foriaats. If you chose to use a different format a member of the
County's leqal staff will have to review it which will likely
result in a delay. The amount will be forthcoming.
COORDINATE ROAD PLANS AND 3ITE PLANS WITB EACB OTHER.
2
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BEST R0AD EXTENSION
DRAIrTAGE PL,A1lT
,
A&C Project No. 94-13,0
- r,
July 15, 1994
Prepared-for
Ben Simpson, OFFICtAI PUBLIC,OQCUAqEW
2305 E. River Road SPOKANE COUAlN ENGIAIEEft 0FFICE
Otis Orc6ards, WA 99207 ^ R . y .
U
P~%(~ SF C7 0 4 5UbA.11 r ~~i.
~ RETUNN TO COUNTY ENGINEER
Q.~
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Prepared by I RECEIVED -
~
Adoms & Clark, Inc 1720 West Fourtb Ave. JUL 1 9199 ~
`Spokane, WA 99204-1702
(509) 7474600 • Fax (509) 747-8913 ~
SPOP(ANE COUNTY ENGINEER
' E
DRAINAGE PL.AN
FOR
BEST ROAD EXTENSION
Purpose
The pwpose of this report is to deterniine the extent of storm drainage facilities which will
be requued to dispose of stormwater ninoff created by the extension of Best Road This
road is inside the Aquifier Senistive A.rea and is subject to "208» requirements
A»alysis Methodology
The Rational Method,which is recommended for basuis less than ten acres in size wiD be
used to determine the peak discharge and runoff volume
Project Description
The proposed Best Road extension is local access standard with curb and sidewallc along
the east side Tims report deals wlth the dramage along this side only T'here is no
pracrical method to collect the stormwater ruaoff along the uncurbed west side This
section of the road is located in the SE 1/4 SW 1/4 of Section 14, T25N R44E9 W M.
Sheet 67 of the Soil Survev of Snokane Countv. Wasbineton (copy attached) shows the
soil type to be Crarrison (GgA), samewhat excessively dra2ned Drywells are used to
dispose of stormwater runoff
- - ~ - ~ - - - - ~ - ~ ~ ~ - - ~ ~
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BOWSTRING METHOD (TEN YF.AR STORM DESIGN) PROJECT: 99-130
DETENTION HASIN DESIGN BASIN: 1
DES3GidER• LaHeff
NUMBER OF DRYWELLS PROPOSED ~ DATE: 18-Ju1-99
1 Single (type A) 0 Double (type B)
Total Area (calc.) (see H1) , 0.50
Time of Conc. (calc.) (see H1) 5.00
Composite "C" (calc. ) (see H1) 0.59 5~~~ ~:MCNS~~ON'S
Time of Conc.(min ) &"'e'o"'~ •
Area (Acres) ~0.4979339 ~t CA14-S To ~
.
C' Factor 0.58 ~SQ ~~~b~~•
Imperv3ous Area tsq. ft.> 12340
Volume Provided Sle*%J ~:r~*.^•St~-• ra 208: 9 storm: 98
Outflow (cfs) s~►PP~"~'T .3
Area * C" Factor 0•29
- - _ -
#1 #2 #3 #9 #5 #6 #7
Time Time Intensity Q dev. V in V out Starage
Inc. Inc.
(min.) isec.) {in./hr.) (cfs) (cu. ft.) (cu. ft.) (cu. ft.)
(#1*60) (A*C*#3) (Outf.*#2) (#5-#6)
5.00 300.40 3.:8 0.91 366 90.40 276
~
5 300 3.18 0.91 366 90 276
10 600 2.24 4.04 950 ?80 270
+15 900 1.77 0.51 508 270 238
20 1200 1.45 0.42 541 360 181
25 1500 1.21 0.35 555 950 105
30 1600 1.04 0.30 566 SAO 26
35 2100 0.91 0.26 574 630 -56
40 2400 0.82 0.23 587 720 -133
45 2700 0,74 0.21 594 8'!0 -216
50 3000 0.68 0.19 609 900 -296
55 3300 0.S4 0.18 623 390 -367
60 3600 0.E1 0.17 697 1080 -933
65 3900 0.60 0.17 688 1170 -462
70 4200 0.~8 0.17 719 1260 -546
75 9500 0.56 0.16 738 1350 -612
80 4800 0.53 0.15 749 1440 -696
65 5100 0.52 0.15 775 1530 -755
90 5400 0.50 0.14 788 1620 -832
95 5700 0.49 0.24 819 1710 -896
?00 6040 0.46 0.I4 839 1800 -961
DRAINACE POND CAI.CULATIOA=S
Requared qrassy swa?e pond storage volume
= Impervious Psea x.5 ir./ 12 in./ft. = 514 cu. ft.
'
.
provided: 549 cu. ft.
DRYWELL REQUIREMENTS - 10 YEAR DESIGN STORM,
~ Maximum storage required by, Bowstring = 276 cu. ft.
provided: 1098 cu. ft.
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NOTICE OF TW,.,.NFM1TTAL
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ADDI2ESS: 19 PROJE # _ le
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BUSINFSS NAME: L ' - PARCEL NO./LEGAL
e~~' DFSCRIPTION.
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PROPOS D US :
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CpNT CT: PHONE:
REASON FOR TRANSMITTAL
T ,
PREAPPLICATION CONFERFNCE PRECONSTRUC7'ION CONFERENCfi OTHQt
DATE: "I'IME'
DOCUMENTS CIRCULATED
DLSTRIBUTED TO: ~
RECO DESCRIPI'iON BUIL.DIMaS PLANNING E[aGINBFRS HEAi.'!H SCAPCA FOtE DIST I~ 0►THfiR ,
~
~ Site P[aa (new) rev7r,
Cnhcal Materials
'ti AY
Parlang Plaa
M MI'I Ih M/I` ~ K~yMM' YMp.7l.II~ 0
Signage Plan
Lighting Plan s,, ti Y { ~ > , ~ " ~k o
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Drainage Plan ~ A ~ , . • ~ .
~ ' V < ~+a+. ho a~hao,.v , s • i L $ , a
Drainage Catculations
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Agreemenc co Pay Fees
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Irrigation Ptan
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Traff'ic Cir+culation Plan f Constnictioa Drawtugs
Floor Plan
- i T Tlie above ftems have becn
rmived:
I f I r GJ~ • J
Date of Traasmittal: Review Coor+dinato • ~
C,rculxted by:~~' ~ fl R
Snnkane Cou►uy Ditnrion of 8ui4lingc ~ 1026 Wert Bro«d«wv Attinrue * Spo•crite, WA 092W*~0914~lk§
~ ~~O~CVt ~~1r► 'd .~u.~.la~
rieanng Examiner Committee on the proposal was not part of the record before~the Boarc~
and was not considered by the Board.
9• '1'he owners of adjacent lands objocted to the proposal at the Febru 1, 1994 expressing concerns with the impact of traffic on the residential neigh~rhood hn d n~u
P~'~ ~ the area► increase in crime, Ioss of open space for recreation and wildlife h~ ate
inadequate schools, altered views, air and noise pollution, and Iack of emergen abitat,
cy services
10• The Comprehensive Plan designates the site wtthin the ma'or Commerci
categories. The majority of the site is located within the Major Commerc al categoan
rY
$OCC FINDINGS ZE-46-93 Page 2
11. 'The existing zoning of the property descnbed in the applicaeon is Urban Residential-3 5
(UR-3.5) and Regional Business (B-3), previously established as Agricultural Suburban
(AS) (ZE-166-58) and Commercial (C) (ZE-115-80C) zoning in 1958 and 1980 and
redesignated to Urban Residential-3.5 (UR-3.5) and Regional Business (13-3) on January
1,1991 pursuant to the Program to Implement the Spokane County Zoning Code.
12. The northem portion of the site adjacent to Main Avenue and the terminus of Best Road is
currently zoned Urban Residential-3.5 (UR-3 5), while the northern portion of the site is
zoned Regional Business (B-3).
13. The exisung Iand uses in the area include commercial uses along the Sprague Avenue
commercial corridor, low density resideneal uses of the proposal, and single family
residences east and west of the proposal
14, The Major Commercial category of the Comprehensive Plan indtcates that appropnately
buffered muldfanuly residential developments compauble with existing and potential
commercial activities may be permitted as vansition between commercial uses and singte
family uses
15. The Urban Residenual-22 (UR-22) zone is intended to add to the vanety of housing types
and densities recommended by the Urban category of the Comprehensive Plan and serves
as an implementation tool for the Urban category
16. The Urban Residenaal-22 (UR-22) zone is intended primanly for multifamily dwellings
and is usually located adjacent to major or secondary artenals The Urban category of the
Compr+ehensive Plan recommends that multifamily developments be located with near or
direct access to the major arterial systems rather than on intenor neighborhood sveets
17. The Urban category of the Comprehensive Pian indicates that when a multifarmly
development is to be located adjacent to single family areas, careful consideration rnust be
given to its density and designs to ensure protectian of the single fatmly area amenities
The Urban category also provides that multifamily development should enhance the
residential character, aesthetics or value of the area
18 The proposal has direct access to Sprague Avenue, a major artenal, near direct access to
Valley Way, an artenal; and close access to Adams Road, an artenal
19. Based on evidence submitted and a site inspection, the Board finds that the resldents of the
proposed multi-family development will pnmanly access the site through the pnvate
driveway that extends 75 feet south from the site to Sprague Avenue
20. To render the proposal compatible with the adJoining single family areas, a one and one-
half story height limitation should be imposed on the buildings developed on the site, and
the north facing units along Main Avenue should be designed so as to be companble with
the profile of the adjacent single farYUly homes
21 The site plan modifications required by the Board, the design oF the proposal, and the
development standards requir+ed by the Spokane County Zoning Code provide adequate
buffering and screening of adjacent properues, provide for compatibility with adjacent land
uses and will enhance the residential character of the area
22 The proposal, as modified, is consistent with surrounding land uses and previous tand use
achons vathin the area, and provides a transitional use between the residenaal uses to the
north and commercial uses to the south
23. The denslty of the proposal, at 15 units per acre, with the lowest density in the proposat
being adjacent to Best Road and Main Avenue and the nearby single family azea, is
consistent with the recommended densittes of the Urban category of the Comprehensive
Plan.
24. The impacts of the proposal on the Pine Roadl1-90 Interchange, as well as the
improvements that are necessary to relieve congestion at this interchange, are too indefinite
at this ame to impose condidons on this proposal relative to such interchange
25. The proposal is consistent with the Goals, Objectives and Decision Guidelines of the
Comprehensive Plan
26. The impacts of the proposal on schools, parks and open spaces have been rnitigated by the
condidons of approval, requiring voluntary agreements for impact fees which agreements
the applicant has agreed to enter into.
BOCC F[NDINGS ZE-46-93 Page 4
AND EXCEPT that parcel of land as described in document No 8903230238 (Said document beinj
a right of way deed to part of Best Road)
BOARD OF COUNTY COMMISSIONERS
1. Building height is {imited to one and one-half stories for all structures developed on the
site.
2 Dwelling units adjacent to Main Avenue shall be designed in a way that is most compatible
with the adjacent single famtly dwellings.
SPQKANE COUNTY PLANNING DEPARTMEIYT
1 The proposal shall comply with the Urban Residential-22 (UR-22) zone and the Aqwfer
Sensitive Area (ASA) Overlay zvne, as amended.
2 The applicant shall develop subject property general.ly in acvordance within the concept
presented to the Heanng Body, as modified by the Board Variadons, when appmved by
the Planning Director/designee, may be pernnitted, including, but not limited to building
location, landscape plans and general allowable uses of the permitted zone. AU variations
must conform to regulations set forth in the Spokane County Zoning Code, and the original
intent of the development plans shall be maintained
3. Approval is required by the Planning Director/designee of a specific lighring and signing
plan for the descnbed property prior to the release of any building permits.
4. A specific landscape plan, planting schedule and provisions for maintenance acceptable to the
Planning Director/designee shalI be submitted with a performance bo►nd for the project prior tc
release of building permits. Landscaping shall be installed and maintained so that sight
distance at access points is not obscured or impaired. A S foot wide stnp of Type.I
landscaping shall be provide~d along the west property boundary adjacent to the pnvate drive i
shown on the site plan of record
5 Direct light from any extenor area lighpng fixture shall not extend over the property
boundary
6. The Spokane County Planning Department shall prepare gnd record with the Counry
Auditor a Titie Notice specifying a future land acquisition area for road right-of-way and
utilities. The reserved futwe aoquisicion area Title Notice shall be released, in full or in
part, by the Planning Department The notice should be recorded within the same dme
frame as an appeal and shall provide the following•
a At least 10 feet of reserved future acquisition area for raad right-of-way and utilides,
in addinon to the existing and/or newly dedicated right-of-way along Sprague
Avenue
b Futuce 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 rvad righi-of-way and udlides. If any of
the above impravements are made within this area, they shall be relocated at the
Applicant's expense when roadway improvements are made
d. The future acquisiaon area, until acquired, shall be pnvate pc1operty and may be used
as allowed in the zone, except that any improvements (such as landscaping, pazking,
surface drainage, drmnfield, signs or others) shall be considered interim uses
7 The Flanning Department shali prepare and record with the Spokane County Auditor a Tide
Notice noting that the properry in question is subject to a variety of special condinons
imposed as a result af approval of a land use acdon This Title Notice shall serve as public
nonce of the conditions of approval affecting the property in quesdon. The Title Nonce
should be recorded within the same time frame as allowed for an appeal and shall only be
released, in fuil or in part, by the Planning Department The Title Nocice shall generally
provide as follows.
The parcel of property lega!!y described as is the subject of a
tand use action by a Spokane County Hearing Body or Administrative
Officifll on [ imposing a variety of special devetopment
.
BOCC FINDINGS ZE-46-93 Page S
conditians. File No. [ ] is available for inspection and copying in the
Spokane County Planning Department.
$ The Owner sha11 negodate with the Spokane County Parks Deparamenc and submit
a recorded copy of a voluntary agreement making provisions for public parks prior
to issuance of a building permit. The agreement shall provide a written description
of the subject property to which the agreement applies and aiso state the dollar
amount and any other agreed to mitiganng measures.
Voluntary agreements between the Owner and Spokane County Parks Department
shall conform to the requtrements of the Revised Code of Washington Chapter
82 02
9 The Owner shall negaqate with the Central Valley School District and submit a
recorded copy of a voluntary ageemenE making provisions for public schools prior
to issuance of a building permit 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 rrutigating measures.
.
Voluntary agreements between the Owner and School Distnct shall oonform to the
requirements of the Revised Code of Washington Chapter 82.02.
10 Building height shall be limited to a maximum of 25 feet on those units labeled A, B, or C on
the site plan of record. All other units shall be limited to a ma►ximum height of 35 feet. (This
condition is superseded by BOCC condition # 1)
t 1 A six foot high sight obscunng wood fence shall be provided along the east property line, anc
along the west property line adjacent to the pnvate dnve as shown on the site plan of record
SPOKANE COUNTY DIVISION OF ENGINEERING AND ROADS
Pnor to issuance of a building peRnit or at the request of t}ie Counry Engineer in conjuncdon with a
County Road Project/Road Improvement Dismct, whichever action comes first
1 The applicant shall dedicate 5 feet on Main Avenue and Best Road and an applicable radius
on Main Avenue and Best Road
Prior to retease of a building peRnit or use of the property as proposed:
2 Access permits for approaches to the county road system shall be obtained from the
Spokane County Engineer
3. The applicant shall submit for approval by the Spokane County Engineer road, drainage
and access plans
4 A parking plan nnd vaffic c'vculadon plan shall be submitted and approved by the Spokane
Counry Engineer. The design, locadon and arrangement of parking stalls shall be in
accordance with standard traffic engineenng practices Paving or surfacing as approved by
the Counry Engineer, will be required for any portion of the project which is to be occupied
or traveled by vehicles
5 The construction of the road improvements stated herein shall be accomplished as approved
by the Spokane County Engineer
6 The County Engineer has designated Typical Roadway Secdon Number Qne, Local Access
standard for the improvement of Main Avenue, which is adjacent to the proposed
development This will require the addidon of approximately 2 feet of asphalt. The
construction of curbing and sidevvalk is also required.
7. The County EngYneer has designated Typical Roadway Secaon Number One Local Access
standard for the improvement of Best Road, which is adlacent to the proposed
development. This will require the addition of approximately 32 feet of asphalt along the
frontage of the development The construction of curbing and sidewalk is also required.
8. All required improvements shall conform to the curnent State of Washington Standard
SpeciFcations for Road and Bridge Construcdon and other applicable County standards
andlor adopted resolutions pertaining to Road Standards and Stormwater Management in
eFfect at the date of consbruction, unless otherwise approved by the County Engineer.
.
BOCC FINDINGS ZE-46-93 Page 6
9. Roadway standards, typjcal roadway sections and drainage plan requirements are found in
S kane Board of County Commissioners Resoluaon No 80-1592 as amended and are
ap plicable to this proposai
10. No consavcaon work shall be performed within the existing or proposed public right-of-
way until a pernut has been tssued by the County Engineer All work within the public
road nght-of-way is subject to inspection and approval by the County Engineer.
11 All required construction within the existing or proposed public right-of-way is to be
completed pnor to the release of a building permit, or a bond in an amount esdmated by the
County Engineer to cover the cost of constrvcdon of impmvements shall be filed with the
County Engineer
12 The County Arterial Road Plan identifies Sprague Avenue as a Principal Arterial The
existing right-of-way width of 110 feet is not consistent with that specified in the Plan In
order to implement the Arterial Road Plan, in addition to the required right-of-way
dedication, a smp of property 10 feet in width along the Sprague Avenue frontage shall be
set asicie in reserve. This property may be acquired by Spokane County at the time when
artenal improvemenLS are made to Sprague Avenue
13 There may exist utiliues, either underground or overhead, affecdng the subject praperty,
including property to be dedicated or set aside for future acquisition. Spokane County
assumes no financial obligadon for adjustments or relocadon regazding these utilities.
Applicant(s) should check with the applicable utility purveyor and the Spokane County
Engineer to determine whether applicant(s) or the uality is responsible for adjustment or
relocation costs and to make arrangements for any necessary work.
14 Appiicant shall design and construct the cul de sac at the terminus of Best road to Spokane
County Road Standards
15. Applicant shall dedicate a 30 foot Tract X road from Sprague Avenue to Best Road This sha
be accomplished through a Notice to the Public #1.
16. Dnveway access shall meet Spokane Counry Fue D►smct #1 standards for emergency service
vehicles Written verifcation shall be submitted with building permit plans
17 No access from Best Road to the Tract X road, (driveway) shall occur without specif c
authorization from the County Engineer.
SPOKANE COUNTY DIVISION OF UTILITIES
1. Any water service for this project shall be provided in accordance with the Coordinated
V4rater System Plan for Spokane County, as amended.
2 Applicant shall make connection to public sewer system. Sewer connection permit is
required Plans and specificaaons are to be reviewed and approved by the Utilities
Department
3. Additional charges arre to be paid to the Utilities Department.
SPOKANE COUNTY IJEALTII DISTRICT
1 Sewage disposal method shall be as authorized by the Director of Utilities, Spokane
County
2 Water service shall be coordinated through the Director of Utiliues, Spokane County.
3. Water service shall be by an exisdng public water supply when approved by the Regional
Duector (Spokane), State Department of Health.
4. A public sewer system will be made available for the project and individual service wiU be
provided to each lot Use of individual on-site sewage disposal systems shall not be
authorized
5 Use of pnvate welis and water systems is prohibited.
BOCC FINDINGS ZE-46-93 Page 7
SPOKANE C4UNTY DIVISIAN OF BUILDINGS
1. The applicant shall contact the Department of Buildings at the earliest possible stage in arder v
be infonned of code requirements administered/enforced as authorized by the State Building
Code Act Design/development concerns lnclude Addressing, fire apparatus access roads,
fire hydrant/flow, approved water systems, buitding accessibility, constrvetion type,
occupancy classjfication, exiting, extenor wafl protection, and energy code regulations. (Not.
The Department of Buiidings reserves the right to confirm the actual address at the time of
building permit )
SPOKANE COUNTY AIR PULLUTION CONTROL AUTHORITY
1 Afl a.ir polluhon regulabons must be met. This includes but is not limited to the following:
2 Au potlution regulaaons require that dust erYUSSions during demolidon, construcdon and
excavation projects be controlled 1'his may require use of water sprays, tarps, sprinklers
ar suspension of actlvity dunng certain weather conditions Haul roads should be treated,
and emissions from the transfer of earthen material must be controlled, as well as emissions
from all other conswction-related acaviaes.
3. All traveled surfaces (ingress, egress, parking areas, access roads) must be paved and kept
clean.
4 Measures must be taken to avoid the depositaon of dirt and mud from unpaved surfaces
onto paved surfaces. If tracking or spills occur on paved surfaces, measures must be taken
immediately to clean these surfaces
5 Debns generated as a result of this project must be disposed of by means other than
burning (i e, construction waste, etc
6 All solid fuel burning devices (wood stoves, pellet stoves, etc ) must comply with local,
state, and federal rules and reguladons
. BOCC FINDINGS ZE-46-93 Aage S
BY THE ORDER OF THE BOARD THIS DAY OF APRIL, 1994
BOARD OF CO Y CO SSIONERS
~
S en Hasson, Chairman
cia A. Mummey
.
~
• D E. Chilberg
Vote of the Board of Spokane CAUnty Cammissioners as follows•
Commissioner Patncia A Mummey - Absent at hearing
Commissioner Steven Hasson - Aye, to approve the rezone.
Camnlissioner D.E. Chilberg • Aye, to approve the rezone.
ATTEST•
WIL/LI~A . DONA HUE
Cl66the Board
By.
R anne Montague, Deputy ler c
OFFICIAL NQTICE FOR DATE AND PLACE FOR COMMENCING AN APPEAL
NOTE: Pursuant to WAC 197-11-680(5), noace is hereby given by the Board of County
Commissioners in conjuncuon with the approval of the above-referenced matter that:
(1) Pursuant to Secaon 14.402 180 of the Spokane County Code, the tirne limit for
commencing an appeal of the approval of the above-referenced matter is thirty
(30) calendar days from the Board of County Commissioner's execution of the
above Findings of Fact, Decision and Conditions.
(2) "I'he time frame for appealing any SEPA issues with respect to the approval of
the above•referenced matter is thu-ty (30) days after the execudon of the above
Findings of FacL Decision and Conditions. A notice of intent to raise SEPA
issues by judicial appeal is required and must be filed with Wallis D. Hubbard,
Director of Planning, West 1026 Broadway, Spokane, WA 99260, within
thirty (30) calendar days after execution of the above Findings of Fact, Decision
and Conditions
(3) The appeal of either the approval of the above-referenced matter or any SEPA
issues must be filed in the Spokane County Supenor Court or a court af
competent jurisdiction as provided by law
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SPOKANE COUNTY
HEARYNG EXAMINER COMMITTEE
FINDTN(TS (1F FACT. C0NCLUSTn1~TS AND Q$ E$
INTRODUCTION
Tius matter has come before the Heanng Exanuner Committee on Decembel 16,
1993 Tlie members of the Committee present aze Harry Gibbons, Chairperson,
Verona Southern and Lunell Hau~ht
I'R()POSAL
The sponsor, Dennis Brown, requesLs approval af a Zone Reclassificauon, ZE-46-93,
fronz Urban Residential-3 5(UR-3 5) and Regional Busuless (B-3) to Urban
Residennal-22 (UR-22) for 60 niuluple fanuly dwellings and those uses allowed in the
Urban Residential-22 (UR-22) zone
FIiDYNGS UF FACT AND CONCLUSIONS
1 The property is genera.lly located south of and adjacent ta Maan Avenue, east of
Best Road (extended) and north of Sprague Avenue in Section 14, Township 25
North, Ranoe 44 EWM, Spokane County, Washingtan
2 The committee adopts the Planning Deparnnent Report as a p3rt of this record.
3 The existing land uses vi the area include commercial uses along the Sprague Avenue
commercial comdor and low density residenual uses to the north of the proposal
4 The proposed use is not compadble with existing uses in the area and traffic generated
by the proposal would negauvely unpact the adJacent residennal uses
5 The Comprehenslve Plan designates this site as MaJor Commercial and Urban The
Major Commercial category is intended to provide for the opporturuty for
development of commercial uses, specffically commuruty and regional shopping
centers and commercial uses directly related to maaor throughways The Urban
category provides for development of a"city-Iike" envuonment which includes
va.nous land uses including intensive residennal developmenL Perfozmance
scandards are unplemenced to make diffenng nses companble
6 The proposed zoamg does not unplement and conform to the Comprehensive Plan
Specifically, the proposal is not coasistent vsnth Objecnve 1.1 c of the Urban category
which states that mulaple family developments should be designed to protect the .
a.meruties of the smgle family areas, and Objecuve 1.I.b which states that proposals
should be located with duect or near duecc access to artenals rather than on incenor
neighborhood streets
1HEC Order for ZE-46-z#3 Page 2
7 The Arterial Road Plan designates Sprague Avenue as d Prmcipal Artenal, with a
recommended nght of way width af 110 feet In order ta implement the Artenal
Road Plan an additional lQ fooc wide stnp alonct Sprabue Avenue is required to be
set aside as a future acquisiuon area
8 The exisuna zoning of the propercy described in the applicauou is Urban Residenual- 3 5
(UR-3 S) and Regional Businesti (B-3), previously establiched ds Agncultural Suburban
(AS) and Comnaercial zoning in 1958 and 1980 and redesignated to Urban Resideiltial-3 5
(UR-3 5) and Rebional Business (B-3) on January 1, 1991 pursuant ta the Proaram ta
Implement the Spokane Countv Zoninc, Code
9 The provisions of RCW 43 21C (The State Envlronmental Policy Act) have been
comPlied with and a Deterniinataon of Noiisinnificance was issued The Committee,
after indzpendent revlew, herehy adopts the DNS
10 The le~al requli-ements for public noace bave been fulfilled
11 The owners of adjacent lands expressed dlsapproval of the proposed use Concerns
included the impact of traffic on the resldennal neighborhood, inadequate parks in the
drea, increase in cnxne, loss of open space for recreauon and wildl►fe halaitat,
uaadequate schoals, and altered views
12 1'he applicant has not demonstrated that conditions have substantially chanbed since the
onginal zonung of this area and accordingly, che proposed zone reclassificauon Ys not
jusafied .
13 The proposed use may be detnmental to the public health, safety, morals or welfare
14 The Comnuttee additiona]ly finds/concludes
a The proposed design does not adequately nutigate traff c, aesthetic, and density
unpacts to the neibhborhood
b The proposed density of 15 uruts per acre is not appropnate "fill-in" development
and is not compauble vnth the densines af adjoining single fanvly areas
c. Using Best Road to resolve the potenaal traffic problems is undesirable to the
Spokane County Enagneerlng Department and the Heanng Examuner Committee
,101MIC Order for ZE-41. , 3 Pag, e 8
.
, ORDER
The Heanng Exanuner Coninuttee, pursuant to the above FindhTiLrs of Fa.ct nnd
Conclusion, DENIES without prcjudice the apphc,anon of Dennis Bravan for the Zone
Reclassification fram Urban Residenual- 33 5 (UR-3 5) and Regnonal Buslness (B-3)
to Urban Residenual-?' (UR-22) for CO multiple famlly dwelhngs and those uses
aIlowed in the Urbrin Resldential-22 (UR-22) zone as descnbed in the appUcatioTi
7.E-46-93)
1Vloaon by Lune11 Haught Seconded hv Verona Southern
Vote (3-0) UNANIIMOUS TO DENY WITHOUT PREJUDICE THE ZONE
RECLASSIFICATION
I-1EARING EXANiTNER CON'iti11TTEE
HEREBY ATTEST TO THE ABOVE FINTINGS, ORDER, AND VOTE
.
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0.
ATTEST
For WALLIS D. HUBBARD
Planning Duector
~
JOHN W. eDE4 ON
enior Planner
/o~
Date
Pursuant to Couaty regulations, any aggneved party has the nght to appeal this wntten
decision to the Spokane County Board of County Commissioners wictun ten (10) calen4az
days of the signing of this order Upon receipt of an appeal, a pubhc heanng will be
scheduled if you desue to file such an appeal, you must submit a wntten appeal,
preferably on forms designed for such purpose, to the Boazd of County Comnussioners,
West 1116 Broadway, Spokane, WA 99260, along with a$200 processing fee payable to
the Spokane Counry Treasurer
If you have any quesaons, please call the Planung Department at 456-2205.
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