SP-946-94
f
OFFICE OF THE COUNTY ENGINEER
SPOKANE COUNTY, WASHINGTON
1`O: Jeff Forrey, Department of Buildings
FROM: Bill Hemmings
DATE: November 15, 1994
SUBJECT: B.G.C. resolution # 91-0882 Implementation
Attached are the individnal lot plans for each lot containing a swale in SHORT PLAT 946-94,
plat# SP 946. Please give the appropriate lot plan to the individual applying for a building permit
on the lot, so they can draw their house and approach to scale on the lot. We wiU need this plan,
and the corresponding $1000.00 cash surety, in the form of cash, letter of credit, or savings
assignment, before we ca.n issue the approach permit. Also attached are the letter of credit and
savings assignment forms.
If you desirea we can meet to further discuss this new process.
k~~assign.208
.
"SAMPLE LETTER OF CREDIT"
" (USE BANK LETTERHEAD) " (BANK NAME
ADDRESS ZIP CODE
PHONE # AND OTHER INFORMATION)
IRREVOCABLE LETI'ER OF CREDIT
AMOUNT: $ 1,000.00 NO.
BENEFIGIARY:
SPOKANE GOUN'TY ENGIIYEERS
1026 W BItOAUWAY
SPOKANE, WA 99260-0170
SUBJECT: I.OT BLOCK SHORT PIAT 946-94 (Plat)
ALAT # SP 946. (Development)
Gentlcmen:
Wc hereby authorize our irrevacable Letter of Credit in your favor, and authorize you to draw on the
(bank),
a draft up to one tbousand (Dollars) ($1,000.00), Eor the ar,count of
(developer).
The draft, drawa uader this Lettc:r aC Creciit, covers tbe assurance of complelioa Af installatiaa of storm drainage,
drainage swales, sod and other work as is incidental and related tbereto in accordance with the drawings and
specifications as subnutted to and approved by the Spokane County Engineees Office on (date),
and is to hc acCOmpanied by the following documc;ats: writtCa request by Spokane County Engineer's OfGce to
(bank),
at the abave gddress inciicating aon-completion of all or aay of tbe above improvenients and that amount of money
required to c:omplete suGh impruvements.
We hereby agree with the drawer, endorser and bona fide holder o[ this draft, negotiated uader and in compliance
with the terms of this credit, tbat said draft sLall be duly honored upon presentation at the
(bunk),
at auy time before completion of the above-describeai improvements or performance, in which event written aatice shafl
be given by Spokane Gounty ta the bank.
(develaper)
shtill bc respansible far any rust iacurred by the county in excess of the amount of security.
Drafts, drawn uader this Letter of Gredit, shall bear on their face the words
Urawn under (bank)
(bank address)
Credit No. Dated
Hank Name:
By:
(authorized signor)
kUV\assign.208
"AGREEMENT"
In consideration of the issuance of a building perinit for Lot , Block ,
SHORT PLAT 946-94 (plat) plat # SP 946
(Developer)
has deposited $1,000.00 with Spokane County as security for full and faithful performance by
Developer respecting certain drainage facilities and sod in accordance with the drawings and
specifications as submitted to and approved by the Spokane County Engineers Office on
(date) 199 .
Developer hereby agrees that should such drainage facilities and sod not be constructed in
accordance with the approved drawings within six months of occupancy, Spokane County may then
use the security to bring these facilities and sod into conformance therewith. Developer shall be
responsible for auy costs incurred by tUe county in excess of the amount of security.
Spokane County agrees to return to Developer any unused funds upon satisfactory completion of
these facilities and sod.
NAME & ADDRESS TO BE RETURNED TO:
(Developer Signature)
DATE
k~V\assign.208
.
ASS.-IGNME_NT
For secwity purposes only, (d"evelopei)
hereby assigns to SPOKANE COUNfiY, a political subdivision of 'the State' of Washington, ttie followirig:
Saviags Certifcate Number,
in the [ace amount of $1,060.66
and beld in and by
Bank of
Brancb
(bank address)
T-nis a"ssignmenc is made as security for the full and: faithful perfoTmance by -
- (developer)
of certaio, drairiage facilities and sod for .LOT BL-OCK , SHORT PIAT 946-94 (Plat)
Plat #.SP 946 in accordance wit6 the drawings: and specifications ~as'subinitied to,and approved by. the Spokane County
Engineers o~'ice,on (date) 199 .
Any'interest bene6ts accruing under.,said savings-certificate-shall remain the,property of
. (developer)'
Said.savings certificate -to be relea"sed to
(developer)
anyotheTi.party only with the prior written con'sent and agreement of Spokane County.
PROVIDED, FURTI-IER, the undersigned does, hereliy aut6orize
(bank)
to pay-gvec-,to, Spokane Countj► -all or a suff-icient portion"of the;=monies in the, savings certificate referenced he_reinatiove
upon-writtea documentacion tieing received from_'the'Spokane-,Coun'ty Eagineer indicating.,that the purposes for wbich, the
'savibgs cecti6cate was :'assigned ti'av.e not beeo fully aiid taithfully -performed as _required and a statement oF'that -amount of
money -whicb the'.County Eagineer as required and a slatemenl:,of 'that- amount of moaey which the County Engineer, deems
necessaryto co~plete -such'obligation. Upoa receipt of-such written dncumentaUon,.
(iteveloper)
hereby, anthorizes (ba~ik)
to, rclcase- to - Spokaoe Couaty t6.at amount of'tuoney, requested, up to. the maximum amount in the savings certificate:
(developer)
shaU be responsibie. for any Ccists incurred by the counry excess of the .amount of- security.
DATED this . day of . , 199 .
BANK OF
Presideni
Secretary
DATED this day 'of , 199 .
DEVELOPER
STATE OF-WASHINGTON )
:ss
County of Spokane )
Oa this day, personally appeared before me ,
to me known to be-the individual described,in and who executed the within and foregoing- iastrvment, and acknowledged that
signed the,same 'as free and voluutary act and deed, for- the uses 'and purposes thereio mencioned.
GIVEN UN.DER- MY HAND AND OFFICIAL SEAL this day of , 199 .
NotaryPublic• in- and for the State
of Washingtoo, residing at Spokaue
kU~assign.208
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~ ~ T RACT "All' N. 909 ARGO:NN,e ROAD
SPOI KAN'E, WAS ~H_. 9_9212
SHORT ~PLAT 94s~~- 9
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N 909 ARaONNE ROAD
f q SPOKANE, WASH 89212
28578 PHONE 826-1322
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ssJONAL£, , .
ExP oaTE 10/4/ q(~
Back ahA 5'tat5 0f 'm zoB` pona
-to be. ImIg4►er -+han pc,verneh+ Side ~
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j t ~°zoE' pcna floor ~~1ev. 199G°-
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Asphalt Corc+reie Pav~Ment A
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ne Pona Vrit4~ GrasS Sod
C1a55 B~ 2 CvR►Qac~td DePth ~pry,~~,11 Slopt 5od '~o 'top oS drywell
AsPhalt Con+en+ 53i4 • to CoYq?.
(W.S.D.o'T. &'"o Cen~er+t Concr~te Sidewalk o'' K'►a5{ic an~ exp~sed jo~~t~,
SPokahe. Coantj StANdard
Ct-ushcd Surfacing ~-ToQ Cov,rse Ctrnent Concre-tt Curb~ Typc B
G' ComPacted DePf4► (1►~S.D,OT. Spec~ SQokar►~ Count~ Standard
TY PICAL ROADWAY SECT I 4N : P I E RCE ROAD aND "208" DRAi NAGE PON D
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I/ S1M PSON ENGlIUEERS, INC.
TRACT 8RG
SPOKANEWASH. 99212
~ SHORT PLAT 946 -94 PHONE ~ 926-1322
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~W.McMG SHORT PLAT 946-94
81MPSOH OIOtHEERS IHC.
N 90A AIAGONM+E NOAD
~p ~ ieste ~ SPOK469 WASH W212
PNONE M13?2
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ExP OaTE to/ai
Back d.r►~ sides af °208~ Pond
{o bt ~i96er ~{~►av► po,vtrncn~ Side
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Elev.l~9(oS
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F.x+st m As hal~ ~ o .3
Pond Floor ~ V-►ev. 199fo°-
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Aslphalt Covtcrcit Pavernen-t Lirie Pond with Grass 5oa
CIa55 B, 2" CoMPaC.-Acd peQt~+ ~prywell Sl~pe ~od ~c ~'op Q~ drywell
AsQholi Conter,t 5.4 to Gy4 •
(W•S.D.o'~. S~ec.) G'-o" Ce+~,cht Concrete S~dewalk O1' ~asiic av,~ exposed ~jo;nt5
Spcko.ne Coknty 5{4pnaard
Cru,shr-d Surfac►ng, Top Cvurse Cetment Concrete Curb,7ype B
Co ComQacced pepfh (V,i.a,D.oT. SPec.~ Spokah~ Cownt~ 5~o,v►dard
TYPICAL ROADWAY SFCTI ON : F i ERCE ROAD aNO "208" DRAI NAGE POND
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:laEQUIEST FOIt DESIGN DEVIA17ION
. $30:00 - - ` '
t • _o ~ _ _ _ _ - _ . . f.._ e~_. I}AM_
ROAD.,N_~AME:
NAME' OF PLAT C Plat #'ADnREss oF BL-DG /U
NAME''.OF ~BLDC"i PROJECT BLDG# B9 S -T R
FEUERALJSTATE PROJECT # ; ` PROJEG'T LIMTTS,
EXISTNG CONDTTIONS: PROPOSED.IIIWRO__.
R4AD WIDTH z/0
ROAD SURFAG~ a94
AVG: DAII.Y TTtAFFIC,
Curtent; Tiaffc~ Count Design Year Traff_ic Count
PROJECT-DESCRIP'I'ION - 1l_6vf-L0,1~~- J i ~s:-,~. u ZlfT ZAJFc) ~ ~J 0
PROPOSED DESIGN -DEVIATION
_
NSTIFICATION: .
4/0OA 7WAl'6 Il/a crA
,
i ~i47r &s%v~ 4.1Ae_,oeAdC~7_ r~ :
SUBNITT'TED BY DATE'
ADDRESS ._ZIP CODE PHONE::#
AD - .'VARIANCE ~FEE~ OF J30.00--PAID TO .;SPOICANE COUNTY oasssoo . -REQt`tE.STWIILNO!T 8E RFs"VIEWED , WI'IHOUT°FUNDS=
-
CASH/.CHECK # RECEIVED -BY DATE. - '
-
4wesip- AOM
DESIGN. DEVIMON.
STAFF' RECONfl1RENDAI`IONS .
At?P:ro!~ APPr,oved -w/conditions-' .Not Approved
- ' Project Manager, Date
^ - App;mved Appiaved wicoadirions, Not-Approved .
- Planning: Traffic Engiiieer Date,
-
-Approved. Aoioved,w/condiaons Not, APPraved~ . • '
_Project'Manageaient: Engirieer Date,
Approved. Appraved w/conciitions Not Approved
Clperationt Engineer ' Date
SPOK.-ANE. COUNTY ENGINEER'S: - D~.'I''ERNYiNATIONi _ . _ - - .
Approved wino conditions ~PPioved--as~-reoommended abo!ve-."~ -Not Approved-._
- ,
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Sporane 'County, En -gineer` 'D'ate
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S N~ K A N ~ G O U N'I' Y
OFFICE OF THE COUNTY ENGWEFEt • A D1VLSiOAI OF'1`ME PUHLIC WOKKS DEE'AR'iMiENT
Ronald C. Hormann, 1'.E., Couctty Engineer Dennis M. Scott, T'.E., Directnr
REVIEW COMMENTS TO: Kevin McMulkin, P.E. - Simpson Engineers, Inc.
.
FROM: Chris Reich - Engineering Development Services avt-,,o+
SUBJECT: Short Plat 946 - Jay Naccarato Property
DATE: October 5, 1994
A review of the above referenced short plat has been accomplished. The ptans submitted
appear to meet the minimum requirements of the Spokane County Engineer's Office with the
exception of the following items:
1. Please change the note regarding power pole relocation to reflect their relocation
behind the sidewalk. Due to recent events it has been determined that placing the
poles within the sidewaik behind the curb is not acceptable. The poies need to be
placed behind the sidewalk.
2. Please label the drainage easement on the plan as such.
Please make the above revisions and submit a mylar for County approval. I have included the
necessary drainage language that should be included on the plat dedication. Since the
language is quite long, I have assumed you will be filing separate covenants and have provided
you with those forms. Should you wish to include the entire language on the plat face please
give me a call so that I may get you that format. Dave Berto will be preparing the bond
estimate which will be passed on to you as soon as possible.
If you have any questions, feel free to call.
y
1026 W. Braadway Ave. •Spokane, WA 99260-0170 •(509) 456-3600 fiA:C: (509) 324-3478 TDD: (50) 324-3166
May 17 , 1994
M E M O R A N D U M
TO: Jay Naccarato
FROM: Scott Engelhard, Project Coordinator sL
SUBJECT: Plan Review and Fee Aqreement
FILE: SP-946-94
Our office has received a check print for final plat from your
surveyor. In order to proceed with our review, the f inal fee and
plan checking agreement must be submitted to our office. I have
enclosed a copy of our standard plan checking agreement, please
fill it out and return it with a check for $100.00 so that we may
proceed with review. Should you have any questions please call me
at 456-3600.
I
C:WPDOC\MEMOS\FINALFEE.D94
0 - • -
= sr~pson 1='ngineet6, Inc.
CIYIL ENGINEERS~APlD LAIVD' SURVEVORS,
N: 909 Argonne Road: o Spokane; ;WA 99212
,(509) 9264322 o Pex: 926-1323'
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TO: - a~ c~
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5~p:o k a~ e~Co ~.K-~~ ~'ti~~ i~ e~e.r ~ a►,..~ ~-ev e l o.~ w~ a..h-~' S e~r~v.i c-e s ,
SUBJECT: -5, k o r-~ T l aA- 111- 61 -I +
QATE: N o.v e.m b-e_r . f3 ~ iCt 1.- 4-
:.~wcS~4- 1 e.d 1~5 -t~e. olri2# K,a 6 w~~; ~ r a~k a a .s`e.elfa
sir ee* l av~ ,-r o~~ ~ l e ~'o r- t~v- c~e I:~i~-
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be.t Hea co-~~ ~ ~ -4i ~
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R TRANSAMERICA TITLE INSDRANCE COMPANY " AR ~
720 NORTH ARGONNE ,
SPOKANE, WASHINGTON 99212 ~
(509) 922-2222 /FAX 926-1519 "k ~t . ~
PREPARED FOR: Order No.: SH-184684M
JAY NACCr-~RATO, ATTY. Certificate for Filing
Proposed:
4321 S. CHAPMAN
cc: Engineers, Inc./Simpson
cc: Spokane County Planning
cc: Spokane County Engineers
Charge: $125.00
Tax: 10.00
Total: $135.40
SECOND
PLAT CERTIFZGATE
Effective Date: March 7, 1994 at 8:00 a.m.
In the matter of the subdivision to be submitted to Spokane County for
approval, this company has examined the records of the Spokane County
Auditor's and Clerk's off ices, and the office of the Clerk of the Onited
States District Court holding terms in said county. This certificate is
made for the purpose herein specif ied, and is not to be used as a basis for
closing any transaction. Liability is limited to the amount paid for this
certificate. From such examination, the company hereby certifies the title
to the following described land, in said Spokane Countv, to wit:
The West two-f ifths of the North half of the West half of Tract 130 nf
OPPORTUNITY as per plat thereof recorded in Boak "K" of Plats, Page 20;
EXCEPT the West 20 feet thereof deed to Spokane County by Document No.
742199A for Pierce Road;
Situate in the County of Spokane, State of Washington.
VESTED IN:
JEFFREY J. McRAC AND LADRIE R. McRAE, husband and wife; and JAY
NACCARATO and SHARON NACCARATO, husband and wife, each communi.ty as
toan undivided one-half interest.
page 1 of 3
~ .
Order No.: SH-184684M
EXCEPTIONS:
l. Taxes and assessments, if any, no search having been made thereof, as
to Parcel No. 45193.0337.
Parcel numbers are provided f rom the latest Aasessor's Maps available
to the company. Said parcel numbers are not a matter af the public
record therefor, the company makes no assurance as to validity or
accuracy relating thereto.
2. Liability to future charges by Spokane County for Storm Water service.
3. AGREEMENT AND THE TERMS AND CONDITIONS THEREOF:
BETWEEN: Modern Electric Water Company
AND: D.K. McDonald and others
DATED: November 4, 1905
RECORDED: November 6, 1905, Book "E" of
Contracts, page 267
RECORDING NO.: 131084
REGARDING: Providing for coastruction of
ditches, flumes, water pipes, etc.;
erecting poles and electric
distribution lines, with right of
ingress and egress to maintain said
pipes, lines, etc.; and providing for
lien for unpaid charges for such
service.
4. Real Property Covenant and Agreement imposed by instrument recorded on
September 21, 1993, under Recording No. 9309210130.
5. TITLE NOTICE AvD TAE TERMS AND CONDITIONS THEREOF:
GTVEN BY: Spokane County Planning Department
REGARDING: Land use action
DATED: December 2, 1993
RECORDED: December 2, 1993
RECORDING NO.: 9312020108
page 2 of 3
tJ o
' Order No : : ~SH-1846.84M
6. P'otenti'al 1=iability 'for asse'ssments levied -by Spo'ka.ne' County ~Util:i'tyDepartment f or the Aqui-lfer T.rotection, Area. To" ver-ify, call 458-2:53-8.
I•n- or,d'er- to make_ payment, account number is neces,sary.
* END OF EXC~EPTIONS *
TLE I-NSIIRANCE. COMPANY
TItANSAMERICA T,-
~
!By
,So~an 'Heath,, Title Officer
kk
page of 3,
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voL.152 4rAGE 9G6 nECr.1^11_o
FILEO (lit 'CORy D
REOU(
9312020108 DEC Z 9 57 Ai4 '93
TITLE NOTICE "`ip : ~ - SPOK,14t.
FtLED BY: ~►v ~ Grvrr ~~i~~
Spnk:uie County Planning Department
1026 West arnudway
Spo4cane, WA 99260
(509) 450r2205
~
y,
~
The parccl of property legally desc.-ribed as:
~ Ttie West 2/5 of the NW I/4 of Block 130 of Opportunity as recorded in Volume K of Plats
in page 20 to 22 in Spokanc (:ounty, W5"siii-ngion.Qxccht ihe Wcst 30 fcet.
it itie subjcet ot a 1anJ use action, imposing a variety oC spccial developmcnt conditions, by
n Spokane Gotmry i leiring Bcxly or Administrative Of(icial on November 16. 1993. F~ile
Nn. ZE-38-93 is uvnilnble Por inspectian and copying in die Spokane County Pinnning
De~~rtrrtent.
Rclease of this T-itle Natice can only be accomplisliecl through the authority of the Spokane
County Planning Dcpartmcnt or its succcssor by recoriling et tt"Titlc Notice
Extinguishment" bused upon a[inding that such rclease shoutd occur. ,
BY SPOKANC COUNTY PLANNING DCPARTMCNT:
Name: Steve ven 'Title: Pl:inner 1
Sisnature: Datc: IQ la)q3
_ _ . _ _ ~
~ •
,tf'to-
.
FILED FOR RECORD AT RECIUEST OF: TI-ItS SPACE"05~: ~
ANTfltNETTE OERR R~~~~,r~~j~~f ~R
1728 W. NORTHWES? @LVD. SE
JULE
• SPOK/>NE, WA 99205 AEOUEST 0r
0~1 5 I .
wi~.aN ~ +~,.~~►ti~. p
svoKnne. cr,uN rY. was►+.
931001503561 rl~cE 1
STATUTORY WARRANTY DEED
TNE GRANTORS, JAY NACCARATO and DENA N/ICCARATO, husband and wife, 'or
and in cansideration of Ten Oollars and Olher Valuabie Consideralion in hand paid, convoy
and warrant to JCFFREY J. McRAE and LAURIE R. McRAE. husband and wife; and JAY
Nl1CC/1RAT0 and S11I1RON N/1CCnR/1T0, husband end wifo, each communily as !o an
tmdividod onn-half interest, in the follow+ng described real esiate, sifuated in the County of
Spakane. Slate vf Washinglon•
The Wesi iwo-tifths of the North haof the West half of Tract 130 oi OPPORTUNITY as per
plat Ihereot recor e m oa c' of P a15, Page ZTy;
CXCEP7 the West 20 feet thereot deeded to Spokane Counly by Oocument No. 742199A for /
Pierce road; ~
Situate in the Counly of Spakane, State of Washington. `
SUBJECT TO: Agreement and the lerms and conditions Ihereof between Modem Eleciric
Water company and D.K. McDonald and olher dated November 4, 1945 and recorded
November 6. 1905 jn Book "E" of Contracts, page 267, recording No. 131084 for conslructions
of dilches, flumes, water pipes. etc., ereciing poles and slectric dislribution lines, with right of
ingress and egress lo mamtain said pipes, fines. etc.,; and proving for line for unpaid charges
for sucti service.
00930160-92
TaK f'ani rt
~
S.ti,i /InA. P(j ~I'^' j~: Grtmio Trc .
Dated this day of d~1993, p J P
! GJ 7 / ~ .
/cC/~C>'.t~'U '~-~d 7l{~.~_.-ci~y~r
JAY NAGCARATO DENA NACCARATO
STATE OF WASHINGTON )
)ss.
County of Spokane 1~4)( On l his day of , 1993, belore me, the undersigned, a Notary Pubiic in
and for the Slate of Washingtt,cSSn, d01y commissioned and swom, persvnally appeaTed JAY
N/1CCARATO and DENA NACCARATp, lo me known to be lhe individuals described in and
who executed the within and ioregoing inslrumenl, and acknowledged to me that they signed
the same as their iree and voluntary act and deed and for the uses and purposes lherein
menlioned.
GIVEN under my hand and of~icial seal this day of 6e2v , 1993.
~ v
.
A
,
NOTA Y PLUJf3LtC m and tor the State I
_ of Washington. tesiding at Sp~el' ane
, My Commission Exp+res: ~
-17
~
. .
' 930921013Q REAI PROPERTY COVEHANT 116
ANO AGREEMENT YOt. I ei 8 r~ ( P11GE 1 WIIEREt15 Spokane Caunty has emDarked on a Wastewater/sewaqe tollection and
t~ tment program and has aGopted a Comprehenslve Wastewater Management Plan for the ,
pu pose, amonq otherS, of the present and future protectton of drinking uatar sorvtcos
in luding. but not 11m1tcd to, the Spokano Vaitey-Rathdrum Prairie Sole Source Aquifer--
i parts of Spokane County--from the etfects of poTlutlon by exlsting and future sewage
disposai practlces 1n areas whlch may affect the aqulfer;
TN~
714I5 ~iGREEHENT AND COWENANT 1s made and executed th1s ~ day of
SfIUr£~?t £f~ . 19 9....3 bY -JAY -r,ff
f✓d r~rv.o .~'Ff',
. as owner(s) of the follow1ng descrlbed real property
t(~ tocated in the State of washington, County oF Spokane, ta wlt:
• ~ e e~~i°~~Prv.~c~'r t~ j~ ta F IIZI cC c.,20
F;
Ai ~I£_,FCE'
~
ahlch property 1s located uithin an incorporated city or town. seuer district or area
wlthin the tJastewater 'lanagement Area designated as urban, su6urban, commercial or
industrlal (as identlfSed 1n Spokane County's adopted Camprehensive Plan), and who as
aaners have, ar thrvugh their authorized agent have, made a seWage permit applicatlan to
SpoScane County Health Otsirict. 1q .accordante w1tA Title I. Environmental Health.
Chapter 4, Rules and Regulatlons falr•Sewage 01sp9sal Systems far Spokane County, ado¢ted
by the Board of Npalth of the SOokane County Health Oistrlct February 21, 1985.
1. Abllqation. In accordance atth Section 1.04.110.7., of sald regulations, the awners
hereby covenant and agree for themselves. the1r helrs, successors. assigns, and personal
representattves to jolr► 4n any va11d petltion far the formation of a Local improvement
District or Utiltttes local tmprovement District for the fnstallation, malntenance, and
operatlon of seuer service and faci11t1gs ahich may De proposed to be establlsheA for
the 3rea 1n whtch the above-describgd proRerty 1s located, and whlth will serve the
above-described prApgrty. and said Owners for themselves. Lheir helrs, suctessors. y~
assigns and persmnal representatives cavenant and agree not to protest the est3blishment
of any suct► locai impravement District or Ut111ttes local Impravement District for such
area and serving said prcperty uhether proposed by petltlon or by resolution of the
appropriate governmental agency; PaOVI0E0. NOWEV£R. thls ADliqatlon sha11 not constltute
a walver of any rlght of the sald Ouners, thetr helrs. successors, assigns or personal
representatives to obJect to or ta protest the amounts establlshed by assessment lists
propASeA or aAopted for such local Improvement District or Uti11t1es local lmprovement
Qtstrict as applied to the above-AescrlDed property.
2. Covenant. The obllgatian and agrgements herelnabove contatned are hereby declared
to be covenants runnfng with the above-descrtbed land and sha11 De hlnding upon the
Owners. the1r heirs, successors, assigns and personal representatlves for the beneflt oF
the above-described tands and surrounding lands which may be included in such a distrlct. .
The Owners shatl pay upon dellvery of this agreement to the Spokane County
Ilealth District the fee f recording thls agreement and covenant With the Spokane •
County u itor.
Owp,tr Oti+n e r
Qwner` s Address 6h~.~1~9'ltAAJ
We hereby cansent to the above agreement and covenant.
Date llenholder/Contract Se11erlMortgageel0eed of Trust ilolder (Signature,
tltle, and company)
,
Abvve-described property has no 1lenholders, contract sellers. mortgagees, deed oF ~
trust holders, or other parties of vested 1 terest exc t t se hose/ signatures ~
~ are shown above. °
.
i '
rp of Owner
i_,?::?A ~ --:"'~3 • :ti.°:t.~~ ~ =o?' : ~"'D Z~~~ Z?~'il ~TS '3P
~?:t ~ " ~ . ' _ir'~ :?'~r'~s•+~ . - s~ - ~.'~'1~'~ 'ZT ' ~,i
19 91 .
8y
• ~ N h Offlcer, Spokane County Nealth District 0135E/b9s t
~ `
•
~ . ~ ♦ ,r ,j
~yT. ~►ya ~ S t
A_
~ VALLEY WAY
T -
o a
_ - --i~o--
- - -
'*~`•10' STREET DEL71CAT1pN
20
I ( ~FUTuRE RESERvCN ~
I10 A0.EA N
I ' BUILDING SETLaACI~'
I Z5
o ~ -3°
O I ~ ~ Four►oa~~on
~ I ( n ~ o F N a a.~ v lll
Z ~ ~p r~uplcx tD
I<
u o
lo W
W l ° I
10 i ~
~ F-
,
~ ° Q
w I ~ CL
W
_ Ir Z
i
I O TRANSAMERICA TITIE IiV5URqNCE i.•. • r
lhis eketah i$ pMvided. without tharge, tor yo4or
B iMorntetiofL ft is not itttendod to Show all matters
rolated to tM property irtduchng, but not limited
Ul N 20. 8fm dblMfqkmm eawmmtR aw08Chmenw cr
I O 0 WAlWfl Of pOWAWW& h Is f10s piR 0f. flOi d088
. il flf0dly.1WCOf1llftlOft Or p0:ky t01MAICh It iS
I , eaiened nrGoaPMY amana No uABtunr ta anr
f1taQK Obd 20"ilf ikOWh HMOr!l1C0 d10t11d OA
~ I mede to u+ taunb wrMtat tuN►v iniormatiow►.
I 1*%-BUILDING SETCiAGK
10 25 20 I 1
ROO /
~1- --iio--
I
~ UNPLATTED I
~ I
0 F-F-1TT COUF
_I
( I ( P. U. D.
~ I
~ I
~
4---- --'¢3--- J
~ 130-
r
~ I
I C p '7 f.l _ n~'Z ~
0
6
~.S
1'I.ANNIdVG DEt'A12TNtEN'T WAI.LIS D. HUI3BARD, C)IREt'°TOCt
°'•~?~1~+~^s',~~
ARR o 6 fJ94
MEMURANDUM
M. Division of Engineering and Roads
Division of Utilities
Division of Buildings
Spokane County Health District
Spokane County Parks Department
Spokane County Fire District # 1
Modern Electric Water Co.
Central Valley School District
FftOM: Micheal E. Nicholson, Planner 1
DA1E: Apri15, 1994
SUBJECT: Preliminary Short Plat SP-946-94
Enciosed find copies of the above referenced final plat. Please review and forwazd any
comnlents by April 19, 1994. If you havc any quesuons you may contact Micheal E.
NYCholson at 456-2205.
Pleose direct your written comments to Micheal E. Nieholxon.
Thank you
TP
EnClosure
c: Jay Naccarato, 4321 S. Chapman, S. Greenacres WA 99016
Gharles Simpson, 903 N. Argonne Rd, Spokane Wa 99212
WG-ST7020(3ROADWAYMENUE • SFCI1:RNf, WA5MING1"ON 992Gf)-U29(} • (509)45G•22Q5
~
1 e
~v OmpSon Engineem, inc..
CIViL EtVGINEERS.,AND LQND-S,URVEYORS
N. 909 Argonne Road • Spokane; WA .99212
(509),926-A 322 ~ ~F~x: .926-1,323
'TO:
SUBJECT:
DATE: Q_c~':o'~.e.~r►- ; q 94 ,
~+r te.-f
.
1F cttt_ a h c~~, ~ r o~►.~ g ~ovr
. '
. 1
Gq~ctxl cr.Aov%_-s d Co v~ es XAl:s, k,v~~i.iv iAmd
I dA. p av~. s w, i+~►, m ~ rQS& ss~ i DPL%j e~,~ ~er s S+a rntf .
- ,
~ev~h ~+Je mc-M,klki,A 1 ~'•~~T
i~
- I
- - - ~ P • a ~
i 1~~. ~ _ . r.~~•~
, .
: -
- . sh:,~• ; , - . ~,b~3
- ~ _ ~
Slg,n,ed • -
6_ e 1~;1~SO:f1 Engineecs, Inc.
CIVIL ENGINEERS, AND, L.AND SURVEVORS
N'., 909 Argonn• Road o Spokane,, lNA, 992112
(509)4264322 ~-Alu:126-1323
TO:
G ee~s
,
SUBJECT:
DATE: ~~P• si9 4 4-.
LL* S-Ecvgt Tri u„T i~v►
c►~~!'G ~ ~t'r _Gc►~ u I c:,-~ c_ ~-~k P- 921a-+ aa, A' 4-1 ~LVc• 14S,
-!•1~ ~ a-~-i w. S o cl. e.clL ~ e~ev~ a_,,, a~ e:e wil►.a~- •~o -v -~ln i u~ L'!
,
~
- ~t•c 1.:.,.,', ~ _
Signed - - -
~ im son Efic-
gineefs, Inc.
f~ CIVIL- ENGINEERS" AND LAND SURVEYORS
N. 909 Argonne_ Road v -Spokane, WA 99212
o09) 926s1322._o- Pax: 926--1,323
,
TO: \fV l L 1.1 A.M HP. e. -
SFo,K&nrF C-oUN.TY ENGIN~~gWG DePT, - -
SUBJECT: S.oogT p Z.AT CI-4-6 -14 ,
DATE: -7 1 ! 4 I 94
S h c I~d e.d '-V'r ouY r-e vi.ew q-re-- _v- I_h+s. of t~ e ,
s.o -cl u.4eA .are cofi,e s c~.r aV Vt~
"~V- , .
- - - - - - - ~
. • . 1
- Jl)L I
. . . ~ •4-~t~~R ~
~
Signed
e ~ . . ~
. ~ . , ,
i
S F' O K A. N E 61.O Li N T Y
.
OFFicE oF T'HE Co[7,NTy Etvc1NE€R + ADN~SioN oF 7im PCdH[3C WQm DEPAn:4fEN°T
Ronald C. Hormanri. P.E., County Engineer Dennis M. Scotk, PY., Diretor
REviEW caMMENTs
Tp: Kevin McMulkin, P.E. - Simpsan F-ngin+aering, Inc.
FROM: Chris Reich • Engineering ❑evelopment Services (;AAI~
SU8JECT; Shart Plat 946
DATE: August 11, 1994
A review of the aboae referenced pra3ect has been accomplished. The list belaw is a
surnmary af the items that need to be addressed. Please refer ta the enclased check prints
for complexe comments.
Road Plan
~Developer's signature is required far final approvai.
~ Prvvide a 4" white painted fogline at 12" from edge af pavement for both
tapers.
Provide a detaii af the curb transktion ar add a no#e to nase the curb down in
+}n4
1.G
Show the 10' dedicatian alang Pierce and Vaixeyway. Also indicate the 5` set-
~aside on Valleyway.
Label the apprvache$ to Pierce Raad as Spokane County standard cement
{ concre#e approaches.
L.abet the existing stap sign as "relocate as shawn",
~ LabeE the exis#ing 24' of right-of-way and 10' dedicated right-of-way on th+e
road cross-section.
I C Add nate: "Wrap the drywell with filter fabric (Amaco 4545 or equivalent)."
The minimum curb grades shauld he 0.80°lo or add a note indicating a
prafessional land surveyvr will verify the forms are at the grades shovvn on the
; plan prior to pouring the concrete.
116. A capy of the repart and plans w+thout the "Preliminary" stamp are need+ed for
finai apprQval.
Page 1 of 2- Review # 1
1026 W 8roadway Ave. • Spo4cane. WP► 99260-0170 •(549) 456-3640 FAJC: (509) 3243478 TDD; (549) 324-31-66
1
Page 2 of 2 -.Review #1
Lot=:Plans
2.'2. Indicate, the ,buildiri"9 setback on each plan.
Both sheets - need to, be: stam ped.
Piease, return the items marked, "0`riginal" With your nexf submittal. If you have, any
questions,-feel.,fcee -to .call.
.
SUBMITTAL CHECRLIST
PROJE CT # SP ~'1'a lo
REVIEW # I
REVIEWER : c.-•
DATE : -2-9--9eptem7er-93---
~ c.~ A~x►~S-c g,=~.
PROJECT : '~~►~o~t.-s f ~~1~
PROJECT SPONSOR : TEL
PROJECT ENGINEER (Road & Drainage Plans ) MP_ AjL-Y-i.l ~ ~ ~p~►~
TEL #
PROJECT SURVEYOR ( Plat ) ~-%Nv or- -I r^
TEL #
GENERAL ITEMS
YES NO N/A
1. The $10 0. 0 0 f ee f or plat review has been paid to
Spokane County for this submittal
,
2. An agreement to pay fees has been submitted to
Development Engineering Services
3. The fee agreement has been signed by the project
owner or a principal of the developer's firm. If
signed by an agent of the owner, written
authorization from the owner is attached to the
fee agreement
' 4. Review fee account is current (no invoices over
30 days outstanding)
✓t 5. I have noted the plans in, plans out dates on the
pink sheet in the f ile
~ 6. If the praj ect is a mobile home park, were the
plans reviewed by Planning?
~ 7. 2 copies of the plans were submitted
~
8. 2 copies of the calculations were submitted
~ 9. The plans are on 24" x 36" sheets
.
•
GENER.AL IZ'£MS ( coat' d)
10. The calculations are bound together
~ 11. The plans and calculations are stamped and signed
by a Professional Engineer
~ J 12. The developer has signed and approved the road
and drainage plans
~ 13. Are there any conflicts between the proposed
drainfields and any drainage ditches on the plat
14. Bowstring calculations by developer are in the
f ile for this revisw.
~ 15. Vertical curve stopping sight distance
calculations by developer are in file for this
review
16. Horizontal & vertical alignment sight distance
calculations by developer are in file for this
review
~ 17. The engineer/developer has provided evidence of
coordination with the electric utility servicing
the proj ect
18a. The file contains a Spokane County Section Map
~ 18b. The file contains a Spokane County Assessors's
Map
~
iSc. The f ile contains an aerial photo of the proposed
proj ect area
✓ 18d. The f ile contains a corrected preliminary of the
final plat map
19. The project is located in urban boundary area
20. The proj ect is located in the Aquifer Sensitive
Area
✓ 21. The project plan name matches the plat name
✓ 22. Is the entire project located outside of an
identif ied Flood Plain Area?
1V 23. Is the entire project is located outside of an
identified Stormwater Management Problem Area?
2
ek11atv3.0/Au993
,
'GENTRAL IT$MS coat' d)
24. Lis"t any design deviation requests and their
status:
- 25. Locate the Findings and Order for the -proj,.ect and
lis:t- ,any- unusu~al coriditioris :
~
o l c~ _C~G C> • V At~~! 1,~ Ia-~ 1- t~" e~'E - -
✓ 23. :Backcheck of previous comments completed
_ _ ✓ '24. All p.r"evious comment's,-adequately addressed
=3
ckli.otv].•OJAug93
. FI$LD REVIEW
1. Field investigation trip made on
2. Report completed and put into f ile on
3. Are there any existing utilities on the proj ect
site? (Overhead power, fire hydrants, etc.) If
yes, describe.
4. Are the drainage basins on the ground the same as
those that are presented in the drainage report?
5. Are there any drainage channels directed toward
property?
6. Are there any drainage channels directing water
through the property?
7. Do County roads cut off drainage as per drainage
calculations?
8. If. thexe are culverts under county roads, does
the flow go away from or toward the project?
9. What kind of ground cover exists?
10. Describe any existing channel conditions:
11. Describe channel cross section:
12. F.xisting Curb Type:
4
ckliotv3.0/Aug93
ROAD PLANS
1. List any roads that must be designed and
constructed on the project.
RQAD REQ'D W3DTH DESIGN MIN./MAX. STOPPING SZGHT MIN. CURVE
NAME C::~SS. PAVED R/W TERRAIN SPEED GRaDE DISTANCE KORIZ. VERT.
L- A • An CoD C~~ `~O , > r ~ • I . ~
vl 2. Planning conditions require submission of a
landscape plan. (NOTE: Usually associated with
PUD' s )
~ 3. I have checked the landscape plan against the
road and storm drainagE design and there are the
following conflicts:
✓ 4. The following road plans have a bearing on the
design of roads f or this proj ect and a copy is in
the f i 1 e:
~ 5. I have sent an "RII value and percolation test
request to the Construction Section with soils
information and a layout of the proj ect . "RI,
value test request to Designer
(date).
5
ckliucv3.9'aug93
ROAD PLANS ( coat' d)
6. Is the bench mark shown on the plans?
7. Are stationing equations shown?
✓ 8. Is stationing correct (south to north, west to
east, reading left to right on the plan)?
J 9. Are existing utilities shown on the plans (or an
information copy of the utility plans submitted) ?
✓ 10. Are proposed utilities shown on the plans (or an
information copy of the utility plans submitted) ?
~ 11. Does the note "Any conflicting utilities shall be
relocated prior to construction of roads or
drainage facilities." appear on the plans?
12. STREET WIDENING
12a. Are curb design sheets provided for widening of
existing streets?
✓ 12b. Does the curb design conform to Spokane County
Standards of section cross slope (Setween 2% and
4.50)? '
12c. Is there a street cross section shown for
widening existing streets?
~ 12d. Does the proposed new width match the width
required in the Findings and Order?
12e. The cross-section shows:
~ ex.isting R/W
~ proposed R/W
~ future setaside
12f. 100' (min.) pavement taper into project is shown
~ (1) There is adequate R/W for the taper to extend
from the new paving width to existing pavement.
~ (2) There is inadequate R/W for the taper to
extend from the new paving width to existing
pavement; taper extends f rom existing paving to
R/W.
12g. Length of pavement taper out of project meets:
WS` = 60 for design speeds s 40 mph
~ WS for design speeds > 45 mph
ft. min. taper length approved by County
Traffic Engineer
12h. Transition from end of curb to existing paving is
shown (curb should nose down in 1211)
6
ckiiacv3.01Au993
ROAD PLANS (cont'd)
~ 12i. A 411-wide, white painted fogline at 12" from the
edge of paving is indicated (tapers or tangents)
~ 12j. Are the curb grades above the county minicnum of
O.So?
12k. If curb grades are below 0.8s, has a special note
~Y been added which requires a licensed land
surveyor to verify that the curb f orms are at the
correct plan grade prior to construction?
13. NEW STREETS
13a. Does the proposed alignment meet Spokane County
Standards?
vertical
slopes
vertical curve length
horizontal
curve radius
intersection separation
150' on local access
300' on arterials
13b. The plans show the typical cross section for
streets
13c. Does the proposed street width match the Findings
and Order?
13d. The cross-section shows:
existing R/W
proposed R/W
future setaside
13e. Does the typical section on the plans meet
Spokane County Road Standards?
cross slope is shown
cross slope is within standards
cross slope is correct when checksd on prof ile
13f. Curb type :
shown
proper type for the road classification
meets Spokane County Road Standards for curbs
within the public right-of-way
consistent with the curb type in the general
area
13g. Are the curb grades above the county minimum of
0.80?
7
ckl iatv3 . 0 r'Aug93
ROAD PLANS ( cont' d)
13h. If curb grades are below 0.80, has a special note
been added which requires a licensed land
surveyor to verify that the curb forms are at the
correct plan grade prior to construction?
14. Has an "R" value test been performed for each
soil group?
14a. The pavement section is adequate for the R-value
and Traff ic Index for the road type
15. Locations where water is intended to flow through
an inlet or curb cut are at the low point in
vertical curve
16. SIGNAGE PLAN
~ 16a. Stop signs are shown for all streets which
intersect an arterial (Check with County Traffic
Engineer if there is a question)
✓ 16b. Street name signs are shown at all intersecting
streets
✓ 16c. Is there a need for barriers at the end of dead
end streets?
~ 16d. Is there a need for other special signing? (Check
wi th the County Traf f i c fingineer )
~ 17. Has the Fire District approved all proposed
private road turnarounds that are substandard
according to our Spokane County Road Standards?
18. CURB RETQRNS
18a. Are BCR, MCR, and ECR stations/elevations on curb
returns shown
✓ on the plan?
✓in the prof ile?
18b. Are the curb return elevations correct?
✓ 18c. Is there positive drainage from the road
intersection to the MCR?
✓ 18d. Curb return radius meets County Standard minimum
of 20' (to back of curb for rolled/wedge curbs,
to face for vertical curb face types)
✓ 18e. BCR, MCR, and ECR elevations are set to allow
drainage from the centerline to the curbline
ckl:otv3. D/iaug93 8
ROAD PLANS ( cont ` d)
~ 18f. BCR, MCR, and ECR elevations are set so that the
superelevation between the intersection and the
curbline is banked properly for right-hand turns
into and out of the intersection roads (the road
slopes from the intersection down to the
flowline)
_Z. 18f. BCR, MCR, and ECR elevations at intersections
without stop sign control are set so that the
superelevation between the intersection and the
curbline does not exceed: (ref. AASHTO)
10 0( f lat terrain)
So (rolling terrain)
6% (mountainous terrain)
19. CIIL-DE-SACS
✓ 19a. The cul-de-sac grades (top of curb) meet county
cul-de-sac standards (lo min.)
./19b. The cul-de-sac curb is shown in prof ile
20. INTERSECTIONS
~ 20a. Do the intersections meet the 2% grade
requirements?
✓20b. Wheelchair ramps are provided at intersections
with sidewalks
20c. If there is a change of direction at the
wheelchair ramps, are the ramps oriented so that:
~ a 5'x5' pad is provided at the top of the ramp?
~ the required 51x5' landing zone at the bottorn
of the ramp is located inside of a line drawn
inside a line extended between the curb faces of
the adjoining street at intersections?
any drainage structures are located outside of
the landing zone?
20d. The intersection horizontal sight distance
analysis shows that sight triangle encroachment
on private property is 2' or less
~ 21. Is there a need for slope easements?
22. Is there a need for erosion protection?
ckliocv3. 0/AuV3 9
RoAD PZANS (contl d)
23. DRIVEAIAYS
_ 23a, ~Can a~, :d-rivewa.y ~'slope~,of S,o or less be maintairied
betwe~en, t~he:. edge-.of: =pavement and ~the r-ight=of~-
way?' .
23`b.. Can a dr-iveway slope of 12 0 or l,ess be ma=intained
- b~e~tween. ~the~ r-_ig-ht -,of--way and the buil'd-ing setback~~
-1-ine?
ckliotv3. 0%.~ug93 101,
DRAINAGE PLANS
1. Has a plat map been submitted which shows lot
dimensions, street widths, etc.?
~ 2. Was a map with contours spot
elevations submitted to properly determine
i drainage basins?
~ 3. Were all existing drainage courses shown?
~ 4. Were all the proposed drainage courses shown?
5. Were Hydrologic calculations submitted for each
basin? (Bowstring if area s 10 acres, SCS TR-55
if area > 10 acres )
~ Offsite (50-yr storm if undeveloped, 10-yr
storm if developed)
, Onsite (10-yr storm)
Q f or ent ire area
~ Q for roads only
INFILTRATION POND
✓ Actual pond volume provided
DETENTION POND
Release to pipe system:
contain 50-yr developed
release at 50-yr pre-developed
' secondary overflow to pipe in control
structure for 100-yr developed
emergency overflow weir for 100-yr developed
~ sump prior to outlet to control structure
1' min. f reeboard
~ grassed sides/floor for publicly-maintained
► ponds
~ sprinkler system for publicly-maintained ponds
' Retained on site, no drywell:
contain 100-yr developed
emergency overflow for 100-yr developed
208 SWALBS
208 swale floor area, volume requirements
208 swale floor area provided
~ 208 swale volume provided
ckli at t3 . 0/Aug93 11
DRAINAGE PLANS (cont'd)
UIJDERGROUND GRAVEL GALLERIF3S
~ 1. .3 void ratio for gravel free space volume is
used
2. Perc rate from f ield test is used to develop
outflow rate
3. 10-yr event volume is contained entire- ly
' underground
4. 100-yr event volume is contained by a combination
of underground storage and above ground storage
up to 8" depth
` 5. 100-yr event volume is contained by a combination
of underground storage and above ground storage
exceeding 8" depth
_ 5a. Soil mixture is specif ied f or water depth in pond
exceeding 8"
G
~ 6. Entire gallery is wrapped in filter fabric
CONVEYANCF
Conveyance -
~ pipes
~ ditches
gutter flow depth is less than gutter height
Backwater - pipes, ditches
- Headwater - culverts
c/ Curb drop/curb inlets
on grade ( f ig 16), sump ( f ig 17)
Grat es - sump ( f ig 15), cont inuous grade ( f ig
16)
Riprap - stone gradation, pad dimensions
7. Soils type is "pre-approved" (Garrison, etc.,)
for drywells without percolation tests
~ 8. Does the drainage report identify the SCS soil
groups for the project area and for the proposed
roads to be built in the project area?
~ 9. The drainage design maintains sheet flow patterns
in natural watercourses
10. The drainage design maintains existing sheet flow
patterns without concentrating flows
CkliOtv3.0/AUg93 12
DRAINAGE PLANS (cont' d)
~ il. Does the entire plat lie outside of designated
100-year Flood Plain Area?
~ 12. Does the entire plat lie outside of Zone "B" of
the designated Flood Plain Area?
../13. Is the max. street ponding in any part of a Zone
"B" less than 1' ?
14. Does the plat contain appropriate language
limiting the lowermost opening in a structure
located in a Zone "B" to not less than 1' above
the lowest road elevation?
~ 15. The drainage concept is compatible with planning
commission requirements.
~ 16. The dif f erence between present and future f lows
is retained on the site.
INLETS
1. The inlets shown are within the stream flow.
~ 2. Inlets are shown on the low side of a road or at
` the low point of a vertical curve
3. Curb type inlets are shown at sags and are
~ properly sized.
Perimeter does not include the side of the
grate against the curb face (all grate types).
Perimeter is divided by 2 for calculations
where no curb opening (Type 1) is provided.
Area = clear area = 2 for Type 1 grates)
4. There are no long curves with flat grades
which pose a problem.
5. The centerline road stations, offsets, and invert
elevations for all inlets are shown on:
plans
profile.
~6. Grate type is shown on the plan and is
acceptable. (Spokane County Standard inlets in
county ROW, on private property other inlet type
may be specified) (Type 1: D-2; Type 2: D-4)
7. A detail drawing of the grate/curb installation
is shown on the plans and includes the 2"
depression and transitions as per county
standards for grates that are located within
county ROW, or referenced to SCRS std. detail D-8
tk1lotv3 . Ofisug93 13
DRAINAGE PLANS ( coat' d)
f B. A curb cut detail is shown on the plans with the
new county back drop with transitions and a 2"
depression for curb cuts inside county ROW, or
referenced to SCRS std. detail B-15
~
9. The plans shows acceptable curb cut details and
grate details for installations which lie within
private road easements.
~ 10. If inlets are in a gravel road or a dirt ditch a
6' x 6' A.C. apron is shown around the inlet.
11. Catch basin or special manhole details are shown
or a standard drawing is specif ied.
12. Critical low points in the drainage system have
been provided with overflow easements.
208 SWALE SYSTEMS
~ 1. Is the swale located outside a future set aside
area? See Findings and Order for where setasides
are required.
✓f 2._ The swale_ bottom and sides have sod or grass turf
specified.
~ 3. Swale side slopes do not exceed a 3:1 side slope.
(A 2:1 side slope is allowed if swale depth is
less than 12" deep. Should only be allowed where
constrained by obstacles)
~ 4. If depth of water from bottom to drywell rim is
between 6 a.nd 8 inches, soil mixture has been
specif ied which meets Spokane County Guidelines.
5. Drywell is:
✓ located within 8 feet of the curb line, or
~a maintenance access route and easement are
provided
~ 6. Drywell stationing is staggered from the inlet by
at least 4'
~ 7. Multiple drywells are located more than 30'
(center-center) apart
C}GIlOC•f3 . ~/Au993 14
DR.AINAGT PLANS (coat' d)
J 8. Soil type is appropriate for drywells (perc rate
z 721'/hr)
if not :
8a. overflow from a swale at a low point will be
directed away from building pads by
an identified easement over improved ground
an existing natural dsainage channel covered by
an easement
~ 9. Drywell location does not conflict with
underground utilities.
~ 10. Drywell type is specified.
•~11. Drywell grate type is specified (Type 3-std.
detail D-7)
12. Drywell grate elevation is:
~ below the invert at the curb inlet
~ between 6" and 8" above the swale floor
elevation
13. Does the note: "Wrap the drywell with a filter
fabric (Amoco 4545 or equivalent)" appear on the
plans?
~ 14. Swale floor elevation is:
specified
between 6" and 8" below the drywell grate
elevation
~ at least 6" below the normal gutter flowline at
the curb inlet for swale without a drywell
at least 8" below the normal gutter flowline at
the curb inlet for swale with a drywell
15. Swale floor
dimensions are shown
minimum area is shown
the area matches the required area from the 208
calculation for impervious areas.
16. Easements for the 208:
~ are shown on the drainage plans
are shown on the subdivision plat
~ are of adequate size to contain at least 6"
freeboard above the max. water surface elevation
for the design storm
~ are tied to the lot corners.
17. The side of the swale that is -the furthest
distance from the street should have a top of
swale elevation that is higher than the highest
water level of the swale.
ck1iatv3.0/Aug93 15
DRAINAGE PLANS ( coat' d)
18. The invert at the curb inlet is at or above the
max. water surface elevation for the design storm
19. Filter fabric
is specified for the gravel envelope around the
drywell
is specified between the drywell and the gravel
envelope
~ installation specification is adequate.
20. Irrigation plan for County-maintained 208 swales
Lot plans submitted on
208 LOT PLANS ~
~ 1. Lot plans are required; submitted on
2. The 208 lot plans show:
✓ the lot number, block number, subdivision name,
r date drawn, scale, and north arrow.
dimensions to lot corners
✓ drainage easements
I,/ setback requirements
✓ swale floor elevation
_ swale floor dimensions
rim elevation if drywells are present
f curb cut station, otrfset, invert and length
~ any drainage ditches
t.shows depth from the top of the curb
an attached cross section of the swale or ditch
~ 3. Lot plans have been stamped by a professional
engineer on all pages
~ 4. Lot plans are of sufficient scale to maximize
the lot size to the 8 1/2" x 11" paper size.
(Drawings may be on plain white paper)
~ S. 208 lot plans were approved on
CIILVfiRTS AND PIPI3 SYSTSMS
~ 1. The road culverts are at the low points of stream
flow.
' 2. The headwater was calculated for culvert
entrances and is under 2 diameters for culverts
under 18" in diameter and 1.5 diameters for
culverts greater than 18".
~ 3. There is a minimum of 12 of cover for all
culverts and storm sewer pipes
ckl i8tv3. 4/Aug93 16
DRAINAGE PLANS ( coat' d)
4. The designer has provided a letter from the pipe
' manufacturer certifying that the intended pipe is
suitable for cover less than 3' (PVC), 2' (CMP,
RCP), 1' (HDPF/ADS) or the engineer has provided
trench details for upgraded pipe bedding for
these areas
5. The minimum velocity within the pipe system is
4 feet per second at design flow in a backwater
condition. (Note: The County Engineer may permit
lower velocities)
6. The bac)cwater calculations show a minimum
freeboard of 0.75 feet for each catch hasin or
manhole.
7. The minimum culvert and pipe slope is 0.5% and
all pipes meet or exceed this standard.
8. All angle points in the storm sewer system have
suitable access such as a manhole for cleaning.
9. At locations where two different pipe sizes enter
the same manhole the 0.8 diameter points of each
pipe are at the same elevation. (Note: Exception
allowed for drop manholes)
10. Is there any downsizing of pipes in a systems of
pipes that are 18" in diameter and smaller.
11. There is a downsizing of pipes in the amount of
3" f or a minimum of 100 f eet in a pipe sys tem
that contains pipes that over 18" in diameter.
12. All pipes in the pipe system are 12" and larger
as per Spokane County Standards; (10" pipe that
is allowed for connection of inlets to catch
basins or drywells, if the length does not exceed
44 LF and the velocity is at least 4 fps).
13. All storm sewer pipes are located a minimum of 5
feet from a rear or side property line and have
adequate easements for maintenance.
~ 14. Inlets on the same slope are located so that the
maximum width of spread for the gutter flow does
~ not exceed 6' (f rom curb f ace f or Type "A" or
f rom back of curb f or Type "R" )
~15. The plans and profiles show all culvert pipe
types, stations, offsets, lengths, and inver~s
ck1iocv3 _ 3iAug93 17
DRAINAGE PLANS ( coat' d)
16. Pipe materials meet county standards for systems
that lie within county ROW. (Note: The type of
pipe in private systems may be as specified by
the design engineer)
17. The culverts shown are properly stationed from
centerline stationing.
18. Does the drainage system conf iguration avoid
conflicts with underground utilities?
19. Is there a need for energy dissipation on any of
the culvert outlets shown on the plans?
20. Is there a need for rip rap around the culvert
outlet at any of the culverts as proposed on the
drainage plans.
21. The rip rap that is shown for the drainage plans
is adequate for the culverts where erosion is a
concern and the engineer has submitted
acceptable rip rap design calculations.
22. Pipe anchors are shown for pipe grades greater
than 15 0 .
23. There are no instances where water is trapped
against a fill with no culvert shown.
24. Profiles and cross sections are shown on the
plans for all proposed channels and ditches.
25. Ditches with eroding velocities have a proper
lining for erosion protection.
26. Water will properly flow from an existing or
proposed ditch on to the pavement as proposed on
the drainage plans.
/
27. Where the ditch profile passes from cut to fill
the flow has been properly disposed of.
ak 1 i otv3. 0 JAug93 18
EASEMENTS
1. Adequate drainage easements are shown for
maintenance of drainage ditches or pipe systems.
~ 2. There are easements proposed or existing for
natural channels which cross the property.
~ 3. An easement was provided where street drainage
was diverted onto private property.
__VL 4. The perpetual maintenance of private systems has
properly been provided for.
~ 5. The maintenance of drainage systems within
Spokane County ROW has been properly provided
for.
J 6. Appropriate drainage language has been provided
by the reviewing engineer to the surveyor and/or
engineer who is involved with the platting work.
~..7. Pre-existing drainage easements on this parcel
are not affected by this plat
~ 8. Overflow easements are provided from swales/ponds
located in low points
MISCELLANEOIIS
1. QC check of review completed
( date ) ( init . )
2. Bond quantities for drainage item calculated
(date) (init.)
3. Vertical curve sight distance worksheets done
(date) ( init . )
4. Vertical curve geometry worksheets done
(date) ( init . )
5. Drainage volume worksheets done
(date) ( init . )
6. Stamped road mylars to Pennit Tech.
(Sylvia/Suzanne)
7. Stamped lot plans to Admin. Asst. (Sandy)
ckl2eCV3.0jAu993 19
I
~
I
STpRh1WATER DRFiTNAGE CAL-CULATIONS
FOR
8HORT PLA.T 946-94
~ . , ' • . J,uly 14, 19904
P r'epa r.ed by : ~
~
S i mpson Eng i nee rs , Tnc.
~ Nort-h 909 Argonne Road
Spakane , W,ash.,i nq ton 99212
, ~
~
S ~ ~
~ o
578
~
. -roNA~..~•'~ -
~ .
TAB L,E O'F -GON T,EN T5. . EXP.OATE '10/4/
_i+ ~
I.. Rro_ject 'L-oca,t-ion dnd Description
II. Methodology
III. Stormwater n,rainag!p Calculations
~ - - - -
A'reas
8asin
- ~ 'Po'iid Voluyic,
Ralt:i'onal and eawstring Methods
- IV. Ca 1 culatio'n of cu rb g rade f o r P'i e rce Road.
Attiachments:
S.G.S. Soi:1s Map
~
Storrnwal.er Drainaue Raport far ahort I-jlrxt 946-94
I. PROJECT LOCA7ION AND DESc;RtPTION
This oro jeCt 1s tocated Zouth af Val 1eyway Flvcnuo and Q<tst of Pierce
Road. 7ha plat will c:orisist uf twn loLs wi L1i dupi.exes.
In accordance wi tti "~uil Survdy, Spokand Couiity, Washington", 1968, the
soil is cateaorizEd ds: '
GgA GarrYSon gravelly loani; Gravelly, mediurn- textured, somewhat
excew-sively drained soils formed in gr-avelly glacial outwash,
dep tfi 'to (iiix tu re of sand, grdvel and cobblestories ranyes. f roin
2 1/2 to 5 feet.
II. METHODOLOGY
The site was cansidergd as a aingle be►sin drzAining primarily frorn zast
to west. The basin is composed of two (2) sub-basins; a) impervious roofs,
concrete driveways and asphaY t pavement, and b) gr~-sss lawns.
Stormwater flows along Ghe curb and into agrass pond dt a low poir-it in
Nierce Road. Trie yratss pund was calculdCed La liold the First 1/2" of
rainfal,7, runof f over the dsphal, t s1:r eat ar ea.
Figure 2. page 6-3, of tho "Guidelines for Storriiwater Management", by
Spokane CounLy Engineers, was used for° rainfa11 irltensity and durdk.ion
occu r r i ng a t a 10-yearsto rm f rayuency .
The Rational ai-id Bowstring Methods were usecl t,o calculal:e thie peah
storrnwaLzr runofif fory Lhe Uatiiii. and the type arid number of dr•ywells
needed •f o r i: he bas i n based o n t he s to rayta- c.-~pac iLy o f t he pond.
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Simoson Engineers, Inc. Project: nsccarato
N 904 Araonne Road 9?0-13241 Job tla.: 12954
Spokane, HA 99212 Gisc.No.: 15
file hame: so94-94
TYPICAI SECTION DATA 13-Mav•94
RoadWay hali width EMTER•-> 20 08:10 An
Road Nase EN1ER••) P18rCE
left or Ri4ht ENTER--) RIGH1
Curb 1yDe TYPE B COUNTY
Station Interval ENTEA--> 50
nIfltnun naatnurl
Curb El. Curb El. Eage Pave.
CENTER t SIOPE EDGE DIST. t StOPE EDGE DIST FROM I•4.5% to Gutter
LIHE CENTER- PAVEMENT C/l TO Cjl TO PAUEMENT EDGE PYMT.froe E!P + FROM E!P T SELECT- Design 1op Curb
STATIOM EIEVATION LINE ELEYATION E/P EDGf PAVE Y StOPE TO CUR6 CUR6 NGT1 CUR6 N6T1 ED ELEV ~ GRADE ~ Graoe
100.00 46.11 0.00 95.55 9.04 -1.76 11.00 96.51 96.75 96.70 •2.47
5$ `3'50.00 97.10 0.78 41.08 9.50 -0.21 1.06 10.50 47.06 97.29 97.15 -3.50 0.90
.00.00 97.61 1.04 97.46 10.00 -1.60 4.76 10.00 91.46 97.68 91.00 -2.86 0.94
250.00 97.92 0.60 97.59 10.20 -3.24 0.26 9.80 91.60 97.81 97.80 -2.11 0.40
300.00 91.96 -0.04 97.54 10.00 -3.60 -0.10 10.40 97.54 47.70 47.60 •3.82 -0.40
350.00 97.81 0.00 97.53 10.60 •2.64 -0.02 9.40 91.560 91.76 97.60 -3.99 0.00
400.00 97.73 -0.16 91.59 9.70 -1.44 0.12 10.30 97.58 91.80 97.80 -1.59 4.40
4{ 6 0 450.00 91.89 4.32 97.79 9.70 -1.03 0.40 10.30 97.78 98.00 98.00 •1.99 4.40
500.04 98.61 0.36
EET NUMBER 66 _ H
I NGTON TY WASN
SPOKANE COUN ~ - r' ~ ° ' ~ ~ r il'.
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I% SI'M PSON ENGINEERS~ I;IUC.
TR A C T " 8~~ - N. 909 A,RGON~NE R~OAD
~ I SPOKAN E, .WAS'N. 99212
~ SHO.RT PLAT 946 -94 PHONE 926-1322
Ow
o a SHORT ~PLA-T 946-,94
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Aspho.lt [oncrci'e PaveMe~~ + ~1 ~ Line Yond ~with Grnss Soa
CIasS B, 2 C,ovnP,acicd pePth I ~Dr~well Slope sod drywEU
AsPhalt Cohtrmt 53.4 • -to &y4 •
C'b Cemcnt Concre.te S*%dewaAk or vnasi;c Qn~ exposEd~ jotnts
, 5po4:o.he Cou~r+ty S~aadard
Crushe-d Surfac~ng,-ToQ Ccurse Cemeni' Cov►cfete Cu~6~7y~e B
(o Ccvnpac~ed Depfh (W,S.D.DT. Spec~ Spokpr►~ Count~ Standard
-TYPICAL ROADWAY S,ECTI ON : p I ERCE ROAD ANO "208" DRA1 NAGE PO.ND
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Pond got-'orn E~lev. 199Co ~
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° , , 8• ; : , i ~ , , ~LP~~ S I.AA PSON EN G I NEERS; I NC..
I° T'R A GT "A'l- N. 909 A R G 0'N N e ROAO
S P 0 K A N E, W a S'H:. .9,92'12
, S~ORT PLAT 946-94 PHONE 926-1322
~ - -
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SHORT PL~AT 946-94. . ~
-SIMPWH EWNMrm., 1NC': . ; ~ , .
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~cywell Gra~e.
Por►~ ~.n~ry , ~Ie~.;199loS , r
. I.E. ti99683 ~ p- ~ ' ' ~ ~ ' .
~I~': ~ ~ , ~ ~ •5~°F~
As halt 'P`'I ~ . ~"2os" Para Floor; ~~lev. i99~°
L~ne. Pon'd Wii.~t Gro,.ss Soa
/~sgkalt Cohc~eie Pave.n~ea~ SI~Pe sod 4o'top o~ ~dryv~~~ll
Clo,ss 8~ z Cow,Qactcd DG0h 'D r yw c11 _
~ vr ma5~~c Qny exPoSf.~ ;cin~'S
AsQ~+alt Con~ent 53•4• {o by4' G~-o CemCn'~ COnC~'Ej'E Gtdewalk
(W.S.~.oZ. s~ec.~ 5pokane. Ccuri-ty S~to.hdard'
Cru~sh~a Sur{o~'~hg.~7a,p Course Ge~men4 ContTete Curb,Typc g
' ofn ~aci'ed De ~l'~ ('1N.5.D,o,~. S~ecl SYokart Cvuht~ Standar~d
~ C Q P
N: P I ERC'E ROAD AND "208" DRAI NAGE POND
-'TYPICAL ROADWAY SECT ! 0
.
1
STt7RMWATCF3 DRAINAGC CALCULATTONS
FOR
SI-#L3R-r PLAT 94-6-94
OcLobe r 4, 1994
RECEIVED
,CCT Q 4 694
Pr~ epared b y: SPpKANE GQUNTY Et+GINES
Simpson Engit-ieer-s, Tnc.
Narth q{79 Argorlne RoziL`~
Spokana, Washi.nc.~ran 9921.2
V~ • Mc4l
OR
_ 4-
2ss7e
~c~~~~
VAL~ .
TABLE OF CONTENTS
ExP UATE 10141 1. Projec-t l.oration and Descr°ip'tion
Iz. MethodologY
IIT, Storniwater Drainage Calculation~
* Basxn Areas
* Pond Volume
* Raticanal and Bowstr-ing Methods
IV. Calculation of curb grade for Pierce Road.
V. A r tachryien Gs:
~ S.C.S. 5oil.s Map
1
1ito rmwa td r D ra i nage Repo r t f o r S hor t, N 1 a t 940- 94
T _ PFtOJECT LOCATION AND bESCRTPTTQN
This pro jec t is loca ted sou th of Val leyw~y Avenue and eas t of Pi.arce
Road. The Dlat wa.l l corisic t of two ].ots wi th dup1e~es.
In accordance wi Lh "Soi1 'Survcav, Spolcane Caunty, Washington", 1968, the
soil is catecaorized as: '
GgA Garra,son grdvelly loam; Grdvel ly, rneciiuni- t-,extured, somewhat
exces-_.ively dr°dined soils forrned in gr,,vc;ll,y qlacial outwash,
dePtil to trii:<ture of -,and, yravel and cobbJ.estane5 r.-Angzs frorii
2 1/2 to 5 fieet.
YI. METHODOLOGY .
The si te wds considered as a single b.%sin dr ~lirtiny primari ly fi r-om east
to west. The basin is composdd ofi two (2) sub-basi ns; d) impervious roofs,
concrete driveways and asphal t pavement, ai-id b) qr,:ss .lawrts.
Storntwater flows a].ong the curb and a.nto a arass porid at a low ooint. in
Pierce Road. The Urass pond wds calculated to hold tr1e first 1/2" of
r•ainfdll runof f caver the ~spha] Gsr i°eet ared.
Figure 2, page 6-3, of 'the "rui.delines for Stormwater- Management", by
Spokane County Engineers, wati used fior• rainfi.:*ll irltensity and durar.ion
occu r r i ng at a 1 O-yea r s to rm fi requency .
The RatiQnal and F3owstring Methods wera used Lo calculate the pF.:At,
stormwal.er runnff -for trie ba5in, and thr: Cype A11d Iluinber af drywells
naeded far° Lhe busin bashd on the star~-age c.apaci ty of Lhe pond.
r ~ \ ; /
~ SCALE IN FEET
,
54 0 50 IoD
Sin 1e $arrel ~?r weN ,~'yQe A W
Me ~al Frame a„~ Grate,~~~e
Spokav~e CQUni~ 5iAhdard ~
NOTE: IEx~st~n vowtr P~des S{a. 3*00 , 30 right ~ ~
~ ~'o? a~ Gra~e ~lerr. 1996 ~
-ta be relocated behind Gurb Pand $ottam Elev. l99Cog W
~
Consirutfi Ct4r 6 Inle!t , T~j?e- 1 ~
A-t wide, B, deep Mi 5ta.3*?-5
Iravtr~ ~lev. ~39G
//00,00
~ 2. PI ERCE ROAD
r- _ _ - - - -
-
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~ - Simoson Engi'.nee,rs,, Ins, Projec~t:. naccar3to
- H 904,,,Argonne,.Road~ 926-1322 Job,*No. : 1245q
, - .
Spokane, HA 992.12 D i sc , tto 1s
_ Fil-e, Name: .o9a6-94, .
TY~PICAL SECTIOH.„DATp 13•n3Y-9s
, Roadway hallf 'Nid,th ,fNTEA--) 20 48:10 An
; Raad~~'tlaiae ,ENTER--) :Pierce
left,or Ri'ght ENTER•-) RIGH1
Curb Type IYPE d :COUNIY
~
~ :Station 'lnter.val , EN,TEA--) 50
,
MINIMUM MAfiIflUM
Curb El. Curb El. Eage P,av.e*.
~ CENiER, ~ SIOPE E06E 6IST. $'Sl'OPE EDGE DIS,1'FROM 'I-4.55 I-2Z to Gut-ttr
IIkE CENTER- PAVEMENT C/1 !0 C/l IO PAVEMENI EKE PYMT;.from' ElP t FROM EIP. +'SEL'EC1• Design Top Curb
STATION' ELEVATIOM! LINE ELEYAJION.*E/P EDGE PAYE t,.SLOPE TO 'CURB CURB NGT1 CUR6 ~MG1) EO 'ELEY i GRAOE 1 Grade
100'.00 9.6.,711 0.40' 96.55; 9,.00 •1.78 11.00 16.51 9.6,.15 96,.70 -2:37
58'.~3150:,00, 17.1±0' 0.38 47:08 9.50 -0.21 1.06 10.50 97.06 91.24 91.15 -3. SG: 0.90
200:0097-:62 ,1.04 97.46 10.00 • 1,.60 10.76 10.00 97,. 40 97 .68 97.60 =2..88 0.90
250:'60. .9-T..`92 ,0.68' 91.59 10.20 -3.24 0.26 9.80 91.00 9,1.81 97:80 •2.11 0.4"0
360:00 97-:90' -0.'04 97.54 10,00 -3:60 -0~.10 10.00 97.54 97,76 91.64 •.332 =0.;4.0
3501,00 91-:81 '0.0'Q; 9,7,53 10:60 -2.44 -0.02 9.40 97.56 91.70 97'.60 -3':99- 0:00
, 400,:O0 41.73 •0:16 97.39' 9.70 -1.44 0.12 10-30 91.56 91.80 97:80 -1.99 0.140
i, 450'.,00 '97':89 0•:32 97.79 930 •4.03 0.40 10.30 91.18 98.00 98:00 -1.99 0.40
500~..100: 98107 -0.36
~
~
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- - - -
SPOISANE ~DUNTY, WASFfIhEGTON - SHEET NIJMBER 66 '
loins sf~eet S]') a4 ~
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ENGINEEWSREVIEW SHEET
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Date to Rev~1~w 24-94 Tiine
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-Sechon- - Townsliip - Range
S1TE ADDRESS S VAI.I.EYWAY%E PIERCE PAItCEL # 16543-0337
Applicant's I~a~e 'JAY ~NACCA:RATO, Phone # 928-7885~
Addr.ess 4321 S CHAPMAN-GREENACRES WAY 9900.16 Work #
Date Canditions -.mailed
Contact Person_ _ Phone # 3
FLO.OD ZONE ~ 00 W-4. -S _1_ SMOOL 35.6-
Epgineer, TSurveyor's j.Acchitect's•-Mme CHUCK:SIMPSON _
.SIMPSON - ENGINEERS,.ING;
909'~'N ARGONNE RD
SPOKANE WA 99212
926434~:rAX 926-1323
Planning. Coatact Person STEVEDAVENPQRT~ Phode 456-2205
.Date Sulimitted Description Initials
!jqA_G _ y _ _ ' N TO PAY' FEES OR PRIORTTY:FEE CONIP.L-:ETED &.,G4PY TO -ACCOUNTiNG
--'~%~-/',PI:/~T FEFS~COMP~D ~ COPY~TO A'COOUNTING _
~
~ NOTICE TO PUBGIC #1, 3 4 6 CO1VfPLET'ED - OR NEEDS 'TO BESIGNED._ / DESIGN DEVLATION SUBIViITI'ED
= I AI:TERATION -TO, PLAX - BLO.CKS• &'LOTS,
HEARING EXAM _APYItOVED DENIV-I? _APPEAL6D H11C, % PROJBC7`' _Al'PROVED' ,_DEIV[ED
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.Pi.AT NAME N(I -
STAT15'i'!CS - vA'!'E.
Pln t C6eck Fee
Nuuibcr uf Lots ~
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Road Miles (New)
r-
Tolal Atea
1~.tAP
Ndrlh Arrow
Scale
I:egeud ,S ~100600'
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1'rocedures & I`squivincut
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Basis of Bearings k) _A1_6 0 Q 14 P"42
I'lal 1_ocation 13,y 'I'itlc
U[[icial Siatiaturc_ 131ocks _
Survc;vors Certificate ~
Road Naiiics v
. .
Road Wicltlis ,
Adiacent Area
l.ot &-_I31nck Nuaibers
It/W U.eciication desiguated ~
1 Fool Strips _ Nl 74
3 RFS, on GLO Cvrners
~ ~
'1 iact X ~ 'Q
Lot Area.s
Bencti .Mark
Closure C 10-\
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bE12WAT1
4 N - -
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DescriQtion ('!'u Ma~ ~45:;'1'
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I7escri~itioii (1.. o t.c:rt)
qwiters r ~
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Certi[icale.to Pla't cl
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1 ruat Stri~s- N ~
1tID - C~Pit~Stuteuielit p~~e~- P%P,-c- - ~ _
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Ac~:ess Prol.ubitecl . - -
12/W Dedicatiou N ~ ~D .
Draiuaee Lauauaee ~ - ~ «
Drauiaee Covenaut # C 014 Yjafta ~
rlood In.surance ~ v -
Stormwater 'Maiia&m enl.
208 13oucis -$1,OUO.OU ea 208 PLANS A!'P1tUVCD , 94
Private Road Doc. #'s
Yrivate Road Warning ~ Nr -
R pr utid I'lnns
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Signed By Engi,aeer
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-
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sEroizE
THE SPOICANC COUNTY DTVISiON OF BUILnING AND PLANNING
IN TIII; MATTCR OF AN CXTENSION ) FiNDINGS OF rACT,
OF TIMF. REQUCST i'OIt SP-946-94~- ) CONCLUSIONS ANll
AN AI'i'ROVEn PRELIMl1YARY ) nCC1STON
SHORT PLAT ) -
TIiIS MATTER, a request for an Extension of Time from Jay Naccarato has been received and
Nvas decided upon, pursuant to the Spokane County Subdivision Ordinance (ChaPter 12.100.118)
and RCW 5$.17.140, on the 22"J day af fLpril, 1997.
FINDINGS OT I+ACT AND CONCLUSIONS
1. The indiviclual signing Uelow has been praperly delegated the responsibility for rendering
this deCisian by the Spokane County Direetor of Building and I'lanning.
2. The proposal was io diviete 0.83 acres into 2 lots Far single family dwelling and thase
uses permiited in the underlying zoile.
3. Thc stihject preliminary plat was arprnved by Spokane County Division at' Builcling ancl
Piannin6 on Mart;h 4"' 1994.
4. The proposal is located south ol' and acljaceni to Valley Way, and east o1' and adjacent to
t'ierce RUad, in the SW % of Seciion 16, Township 25 North, Range 44 E.W.M., Spalcanc
C;ounty, Washingtvii.
5. The existing zaning of the pronerty is Urban Residential-7 (UR-7), wlucil has remained
the same since the original preliminary plat approwal and continues to conforin.
6. The prnposal is located in an area designated as Urban by the Spokane County
Comprehensive Plan; whicli has remained the same since the original preliminarv plat
appraval and continues td canform to die Plan.
7. Spokiine Coliilty has established specific cciteria for considei•ing the extension of ti»le foi•
tile expiration oi' preliminary rlats, shart plats, or binding site plans. These cciteria are
i'ound in Chapter 12.100.118 (Excension of `I'inae) of the Spokane County SuUdivisian
C)rtiinance and have been useci as a basis for this decision. The following are the relevant
section(s) of Chapter 12.100.118 and the Division ol' Build'uig and Plmlning responsc:
1) That some nortian of the existing nreliminary stthdivision or binding site plan has
been rnalizeci since the project was appraved and the remaining lnts woulcl Cai•m a
uniried development consisteul wilh the original lnproval,
RC5PONSE: Nu portion or the originAlly approved plat has been f nali7ed.
That the preliminary subdit►ision, shorl subdivision, or binding site plan remains
generally consistent witli the original plat or binding site plan that was approvecl,
and tile sronsor has ta1:en substantial steps towards finalizing the plat or binctings
site plan, which shall include one, but is not limited tn the foilowing:
a. surveying the lats within the developinent,
b. arranging ('or publie services to the site,
c. obtaining neCessary linancinb tor a11 or a partion of the preliminary
subdivisian, shorl subdivision, or binding site plan;
tl. the campletion of studies or other requuements which were part af
preliminary subdivision, shurt suhctivision, ar binding site plan approval;
RrsroNsr: The applicant states the survey wark has been completed and tliat the
dclay lies in final alteratinns lo the mylar ~ind ray ing prarertv taxes tn thN
satisl'action of the Spokane (:nunty `l'reasurtr.
. ~
F.xtension of Time Findings File Na. SP-946-94 Page ?
3) That at the time prelinunary appraval was granted, develapment QF the proposal was
c;ondilioned upon the extension of public services whic;h are nnt yet available. 'I'his
provision shall not apply ta publie utility exrension whic;h tlle project sponsor wotiid
normally fiind.
RCSPONSC: Not App{ic:able
4) Tliat administrativc: delays liave caused the inlbility of the applicant to finalize t}le
plat within the tlvee (3) year time periocl.
IZESP4NSF,: Nut Applicable
8. This request far an extension of time, as conditianed, represents no significant chanse in
the approvecl original preliminary plAt and will not be adverse to the public health, safety
and general welfare.
9. No additinnal t;onditions have been recommended by 1he various reviewing agencies and
departments, incluciing che County Division of Building and Planning, tlle County
Division of fingineering antl Roads and athers.
10. The following agencies were sent notification of the request for time excension on
April 15t, 1997, and have not resnanded:
Spakane Gounty Parks Department
Spokane County Fire Districl No. 1
Modern Electric Water Company
Ceniral Valley Schanl District No. 356
H. This is the Cirst request tor a time extension. The total liFe of ttle preliminary rlat has
bcen approximately 3 years.
12. The appliclnt/owner shail show substantially greater progress tuward cainplying with
Section 12.100.118, of the Subdivision Ordinance before requesting an additional
extension of time.
DECISIUN
Based upo» the above Findings of Fac:l and Conclusions, an Extension of Time request for
SP-946-94 is hereby APPROVI+:U for three (3) years, specifically unUl May 1', 2000.
CONDITIUNS OF APPROVAL
Those previous Conditians of Approval specified in the Spokane County Division of atiilding
and Planning's Fiiiclings and Deeision dated March 4"' 1994, togetlier with the following updattd
cnndilions:
SPOKANE COUNTY nIVISION QF BUILDING AND PLAtYNING (TJPDATrD)
t. Tliis time extension is approvecl until May 1 S', 2000. The applicant may reqLtest another
extension of time by suhmitting a wricten request approximately thirty (30) days prior to
the above expiration dace.
2. Subsequent extensian of time will only be eansidered upon a finding of substantial
cnmpliance with Chapter 12.1 Q0.11 x(Cxtensions of Time) of the Snokane Cuunty
Subdivision Orciinance; otherwise the preliminary subdivision approval will hecame null
ancl vaicl.
3. Tliz applicarit shall contact the Division of Buildinb and I'lanning at the earliest nnssiblc:
stage in ordzr to bc intormed of code requirements adininistered/enfarced as autliarized
hy the State I3uilciing Code Act. Desisn/development concerns include: addressing; f re
apparacus access roads; fire hydrant/ftow; approved water systems; building accessibility;
canstruction type; occupancy classification; exiting; exterior wall protectian; and energy
Cdde regulations.
. ~
Excension af Time Finciings File No. SP-946-94 Page 3
DA1`ED TI-IIS 22°d DAY Or APRIL, 1997.
jaA1W-&qjV0&W
,s,/
eanna C. Walter
nssociate Planner
Under State Law and County C)rdinance, yau Iiave the right ta appeal tilis decision to the
~ Spakane Cnunty Hearing Examiner. lf yau desire ta file an appcal, you must subnut tlle
appropriate Appeal Application together with the reauired Fee, pAyable to the Spokane
County Division ofiBuildinb and Planning, within faurteen (14) calendax days from the date
this decision is signed. Upon rec;eipt of A camplete appeAl application, a public hearing wiil
be scheduled.
I1' ynu have any queslinns, please call the Division of Building and Planning at 456-3675.
c: Srol:aile County Division of Engineering aiirl Ro7ds
SpUkane County Divisinn of Utilities
Spokane ttegional I-Iealth District
Central Valley School District No. 356
Spokane County Fire District No. 1
Mndern Eleetric Water Company
Jay Narcarato, Owner
Charles Simpson, Simpsori Cngineering, Surveyor
` , ,
bMM0R6iio d/ Vi
! .
TO : BZLL . JOHNS, P. E.
_ -
;FROM : -BIL- L -HtMMINGS and DAVE BERTO
DATE' : April 18,_ 19,97
RE :''SHORT` PL-AT 9,4 6-9•9 ('Two Lot 5hn,rt ,P1at.)
_ . . . , - - . . .
The attached, Two L•b,t 'Short, Plat and Street Plan has 'been
reviewed by this '.'sectiorx,. The Plat dis -in Compl-iance 'with ~the,
",Conditzons of Approval"" specified •in the. Short Plat- Admini'stiator''s"Finclings and Order, " dated Maich 4 1994 and
exteasion, dated ,April 17-1 19.97.
-We reoouadeiid that you sign the attaehed lat"te= to the:
Planninq, Department.
, . . . . . . . . •
,
I
i .
S._
a
I'6,k S Ic /v EC~ U~'N "t~' ip1V,I5ION,OVkNG1IVEERINC ANI7'ROAi15 o A DIV1510N'OFTI'lC_PUBL'!C WURKS'Dkl'AiiTME[VT
•~1►illinm A. Johns; P.E.,,County Engineer Dennis'N1. Scott; I'.L•.; iiirect'or
April 18, 1.9:91
eP Xar~p ~Oaunt;y Da;vieion Of Building And Planning
162.6. ,West Broadway Ave= -
Spok-arie , Wa`shi~ngton' 99260`- O 1'.7 0
~
,To W-hom I't May Concern :
We have r-,eviewed- Short. Plat :No. 9.4 6- 94 and f ind that i:t
compl-ie's w:ith ou-r section o.f the conditions c.ontained in the.
Findi.ngs o£ Fact, Conclusion, ;and' Decieion, -dated March =4, 19'94
a,rid, extension dated Apri1 17,, 1997,..
• ' /,1 1 YO •
- ' 1 • • • I
Uery Tru-ly Yottr-s'-;
~Bill Johns, P.E.
.Spokane County EngineA-r
. . . . . . , . . . .
~
'I0261V. 11roodway Ave. • Spokane, 1NA 997.GQ-0170 (509) 456;3G00- rAX:,(509),324•3478 '1'UfJ:'(509) 32Q-31G6 I
~ Impson Engineensinc.
i
CIVIL= ENGINEEFdS AND LAND SURVEYORS
N. 909 Argonne Road. o Spokane, WA 99212
(509) 926-1-322 o Fax: 926-1-323
Tp: Davelerto.-
S,pokane- County,Engineers, Office
SUBJECT: Short'Ptat-# 946 =-94
DATE: April 18 ,1997Attached is :
1. Final -Mylar teady for"your-apprav$1
CaU.. me if qou have- any- questions at,926-1322
Duane M. Helt,
Plat, Coordinator
a Slgned -
r
~
~
OFFICE OF THE SPQKANE CC?UNTY ENGINEER
1026 W Broadway Ave, Spokane, WA 99260-0170 (509)956-3600 Fax 324-3478
„ENGINEER' S CUNDITIONS OF AFPROVAL" EXTENSION OF TIME
TO: Spokane Caunty Planning Department.
E'ROM: Bivision af Engineering & Roads
DATE : April 2, 1997 PROJ'ECT : UR-7 DUPLF.XES
FILE # ; SF-946-94 / )
Hearing Date:
Review Date: 04I15I1997
Sponsox/Applicant : wJEFF MCRAE - JAY NACCAFLATO
Section Tawnship Range: 16-25-44
Planner : DEANNA WALTER
Design Review Date: ( @ )
The Spakane County Engineering Department has reviewed the above referenced
applieatian. The fallowing „Conditians of Approval" are submitted to the
Spokane County Planning Department far inclusion in the "Findings of Fact,
Ganclusians and OrderlDecisian" snould the request be appraved,
1. The Spokane Caunty Engineer has reviewed the extension of time and has
no additianal camments ta add other than those conditions of record as
amencied.
CC. Applicarnt JEFF MCRRE - :tAY NALCARATO
EngineerlSurveyor SIUpSON ENGINEERIriIG
► ~
w
, nf `L
!+•,iA
~ ob r~
. ~i
S
TaEPART'MENT oF BvlmiNG AND PLAN\1`C. • A UIVISIo` OF THE PUBUC WOR1C>S DFPARTME^rT
jadsEs L.MAN''.O:`', C:_13.0, DdREGTAIZ DENNIS M. SCBTT, P.E., DiRECTdR
NffiMORANDUM
"CC7: Spokane County Division af Gngineering -1'ransportatinn Engineeritig
Spokane County Division of Engineering - Development Services
Spokane Cnuntx Divisioii of Lltilities, Jim Red
Spokane County Health District, Steve Halderby
Spokane County Parks Department, Wyn [3irkenthal
Spokane County Fire District Nca. 1
Madern Flectric Water Company
Central Valley Schonl District
, < <
F'ROM: Deanna Walte , Associate Planner
DAT.C: April l, 1997
SL'BJLC'I': Request for an exlension of time for SP-946-94
`1`hc Uivisian of Building aud Planning has reccived the attaehed requesl for 1n extension of time
to finalize the abave-referenced short plat.
Please rzview this request and return your written camments and recommended updated
eonditions to me by Aprii 15, 1997.
I1' you have any questians regarding this file, you may cantaCt me at 456-3675.
Enclastires
c(witilout enclosures): Jeff MeRae/fay Nacclrata, O«-ner
Cliuck Simpsnn, Surveyor
FC'la-SP-otGCY Mt:.mU-"flN1G C!CT-titS`i'R
ItI~V V96
7026 WEsr gROAOWAY AvEn•ue •SPOKANE, t1JASHrNcroN 99260
E3ucLDLN'c PtioNC: (509) 456-3675 • CAx: (509) 456-4703
PL►NhlNG PE1ONF: (509) 456-2205 • FnY- (.509) 456-2243
TDD: (509) 334-' 316C.
P
~
SPOI{ANE COUNTY vIVISION 4T BUILDING & PLANNJNG
P EXTENSION OT TIME APPLICATION
FILE NO.: NO.OF LOTS: '2--
Owner: Lsio- C
Address: S4-3 Z 1
City, SCate, Zip: ,r eGhq,,c~rG5 910 1
Phonc: Z Cax:
ApplicAnVSponsor: S r m,ps ~ e.~ S l cie. u.. P6LZ 14-
Acldress: N 9 0!I r~ri e.
City, State, Zip: 5 r~aj& e-- 16~6. qlZ I
Phone: ? 6Fax: 4Z_6 - 1 3 Z'z%
Surveyor: ~StVA,t~,~ se~n tr'S~ G6,veY ~tv►~tD~ ~
Address: Ars e,nV-te
City. State, Zip: \,A (A, 9..q 'Z. LM
Phone: q2--6 I 17- Z C'ax: Q Z b_ 1'3 7
1. 1•ins any portion of lhe plat, sliort plat or QSP bcen finalizcd? (Rccordcd with the Audilor)
►J n
2. t-las a proposetf final p1at, short plat ar BSP been submitted to Ilie Division of E3uilding and t'lanning?
Yes 1/ No If no, wliy Iias tlte plAt, short plat or BSA not been finalized7
3. Wliat progress has occurred? Wh7t conditions ofapprovul have been completed (such as survey work,
improvements constructed, depanmental approvals obtained)?
~jn e+~ . O W tin e'r- S tn .c~ -}-_p-
P 4 n_~. ~ a.G t►~~~ s c~°_1~yeti. n~G ~ l~ E?
~
nu .
4. Is this a phased project? 1'es No k-,~ If yes, nlease camplete (he following information:
No. of lots originally approved: 2. No, af nhases finaliied to date: O
No. of Iots reinnining to bc finalized: Z- No. of acres remlining to datc: G..I I
` lDATE NA RL'• O WNLR
~
PLEASC SUl3MIT Tt-I1S FORM ALQNG WlTri THC REQLIIRED TIMC CXTCNSION FEC 'I'Q '1'l-tC
DIVISION OF BUILDING AND PLANNING
_ - , • • „ , S'['A"ONLYI
`J , • 1~ s r. ~ y a'> rJ• ,r { ~r ! L: t~'~{~ ~.I'Fa ~ , . i '~V~'' F , M ~ is ~ ` ' , +~~a . ;~r~~ . , ; ,e , ,
^ ' • 1 ~ , i" ! , ' ' , r~ . x' ~ - 1ty,ty, ~ d ,
OAIESUE1MC['!'I30: ' ~ ' • ` ` IiLCEiVBD'AY:^ ` ~ , • . , . ~ , .
, )n ~ ` 3~ . 'W v ,f~~,i . ".~i , , ` • -.i's, + ~~t y' • '
.
rit:v~IV~C)
k'POKANE COUN
~~~~K a 1 1997
i)1V131AN Gf- LiUlldlNG AND PLANNING
~'IY:
` , J I
. , ,
,..OCirribale,,Sandy,
,
From: Henimings;, Bill'
Sent: Wednesday;,Aii
pri1,,02; 1997 1:58 PM
To: ,Walter,..D"eanna; Peder.son,, Jolin
Cc: Harpef; Pat; ~Franz, Dean; Kimball,'Sandy,; Engelhard,; Scott~
Subject: SP=946=94 Time,Extension Request' Impor4ance: High
,I, received'the. above refer,enced proj _ecf application, on ~•April 1~, -1997., -We have: no objection to'the_time extension
request..
Page 1
. .
*
TRANSNATION TITLE INSUR.ANCE COMPANY
Nc,RT!: 720 Ap~:aNTRE
Sp^;KA:d-=, WASHINv70N 99 212
Prepared ior:
JAY NACCARATO, ATTY. Or3er No.: SH184684M
4321 S. CHAPMAN
cc: Engineers, Inc./Simpson
cc: Spokane County Planning
cc: Spokane County Engineers
THIR.D REPORT
P L A T C E R T I F I C A T E
Dated March 21, 1997 at 8:00 a.m.
?'n the matter of the subciivision to be submitted to Spokane County for
apnroval, this eompany has zxamined the recards of Spokane County Aud?tor's
and Clerk's offices, and the records of the Clerk of the Unit2d Staces
I3istrict Court holdir_g terms in said councy. This certificate is made for
the purpose here?n specifie3, and is not co be used as a basis for closing
any transaction. Liabi?ity ?s iimitzd to the amount, if any, Daid for this
certificate. From such e;camination, the company hzreby certiiies the titie
to the followir?g dEScribed lar.d, -n sa?d Spokane Ccunty, co-wi--:
Thz Wesk two-fifths of the Ncrth halT ot the west half of Tract l:s.~ of,
OPP4RTUNITY as g2r plat therpof rzcor3ed ? r. 5ook "K" cf Plats, ?aGe 20;
EXCEPT the West 20 feet thereflf deed tc SpckanE County by Document No.
742199A for Pierce Road;
Situatz in the County of Spokane, State of Wash=ngton.
VESTED IN:
JEFFREv J. McF2Ar, PN!) LAURiE R. McrZAE, husband and wife; and JAY
NACCARATO and ShARON NACCARATO, husband and wi f e, each commun; ty as t;
an undiviaed one-half interest.
EXCEPTIONS:
1. Taxes and assessments, if any, no search having beez made thereoT, as tc
Parcel No. 45I93.0337.
Parcel numbers are provided from the latest Assessor' s Maps ava=lablr tc
the companv. Said parcel numbers are not a mattzr of the public record
there`or, ~ne company makes no assurance as to val~ditv or a:cLracv
relating thereto.
2. Liability ta f sture cnarges hy Snoka::e Cour.ty scr ~:or:n Wacer serv:Ce.
P3ge 1 0ff 3
Order No. SH184684
3. AGREEMENT AND THE TERMS AND COND?'TIONS THEREQF:
BETWEEN: Modern Electric Watzr Company
AND: D.K. McDonald and others
DATED : NCVembEr a, 1905
t2ECCRDED: November 6, 1905, Book "E" oi Ccnzracts,
page 267
RECORD ING N0 131084
REGARDING: Providing for construction of ditches,
flumes, water pipes, ecc.; erecting polzs
and electric distribution lines, with
right of ingress and egress to maintain
said pipee, lines, etc.; and providing f~r
lien ?=or unpai3 charges for sucn service.
4. Real Property Covenant and Agreement imposed by instrument: recorded ;r_
September 21, 1993, under Recording Na. 930°210130.
5. T? TLE 1VflTIC~ AND T~. 'T'ERMS A.~TD COATDITIQNS THERE4F :
GIVEN BY: Spokane County Planning DeparLmEr_c
REGARDING: Lar.d use acti-on
DATED: December 2, 1993
RECORDED: December 2, 1993
RECORDINC N4.: 9312020108
5. MITIGATION AGREEMENT AIVD THE TERMc AND CONDITIflNS TIiERE~_F:
RECORDED: Nov2mber l, 19941
RECORDING N0.: 9411010299
Paqe 2 of 3
Orde= Na. SH1846a4
7. DEED OF TRUST ?1ND THE TERMS AND CJ~t"DI'?'IOIVS TM~REGF :
GRANTOR: Jay Naccarato, Sharon E. Naccarato,
Jef f.rey K. Mc:4ae and Laurie R. McRae, wi th
titlz vested as follows : Jay Naccarato and
ShaYon Naccarato, as to Parcels A, B and
C; Jay C. Naccarato and Sharon E.
Naccaratc, as to Parce? D and Jef f rey J.
McRae and Laurie R. McRaz, husband and
wife and Jay 1Vaccarato and Sharon
Naccarato, husband and wife, each as to an
undivided one-:nalf inLerest, as co rar-cel
E
TRUSTEE : Pior_eer Title Company of Washington
BENEFICIARY: U.S. t3ank of Washington, National
Association
ORTGINAL AMO[TNT: $350,000.00
DATED : February 26, 1996
RECJRDED: March 1, 1996
rZ.ECORDING NO.: 9603010293
Investigation should be made ~o detzrmine t?:e presz*:t balance cwed by
cor.Lacting the appropriat:e lender/agencv/ind=vi3ua1.
END OF EXCEPTIONS
TR.ANSNAT,I0N TIiLE IILTStIRANCE CONIPpNY-
k
C___~ /
BY ,
For service on this order cai?:
(509) 922-2222 (FAX) 925-1519
Sean Hzath, Title Orticer
sc
Page 1. of 3
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94%1010299 F!(.rRjf~ ~:t YOI. 1~~7P~GE r1J~
QEQJ "~~t!
bi1TICATION ACREEMF,NT f ~ •
mcniCipality assetting jurisdiction ovcr the propchy for contttiction of a dwelling, Developct
or his suaessors shall pay in cash to the Districl iNe sum of Ihra hundred eighl-lhree dollars
w,; and 001100 ($383) far ach of the four duplez residential units.
TIIIS is an agrament enteral into by and bctwocn the Cenlral Valley Schaol Districl No;
3St~ (hereinafter referred lo as 'Qistrict" anJ lay Naaarato hereinafla rcferred lo ossp0x4~f, r~llh, S. The Counly o(Spokzne or such olher municipality asurting jurisdiclion shtll not
'Developer'). issue a building permit for any residcnlial unit within the Gevelopment wiihaut proof o( payment
r C, of the sum9 requited undet Ihis Agretmenl. Provided, howo+~er, that shou1E Spokane County
~t E C T T A L S y~~, ~ G~► 1 k~GE 7*. U ~i refuse to requirc the payment provided herein as a condition of obtaining a building permil, the
; pahies agree to negotiate in good faith an allemative collatfon pracess.
1, 'Me Developer hat submllted to Spakane County a preliminary shorl plni known
as SP•946-94, mott parlicularly desuibed in fxhibit 'A' altached hercto. This propased ~ 6, Mitigation paymenta shall bc used a+ follows:
preliminary shoM plot is localcd in an area which is served by the District. ~
A. Payments shall be held ln a reserve accounl and shatl be expenJed lo fund
2. SP•946-94 will conlain two (2) new duplexa, conlaining a taml o( fout new the Dislrict's apital need9 which are reasonably necessary in arder to
rcsidenlial unit(s) whlch, upan campleiion, will generate new studenb which will have an impaet mitigite the impact of Ilie incrase in studem populatian due lo the
on the District's apilal facililia. devdopmenl o( SP•946-94,
The Dislrict is cuncntly opemting over its capacity and will continue lo do so B. The Qaymenlt shsll be expended in all cues wiihin ive yars af Dislrict
when SP•946-44 is fully developed unless addilional sludent housing ie providcd, collection; and
d, The District does not have faciiities available to acenmmcxlale the additional C. ,lny payment not expended wilhin five ycArs of cullation shall Ix
students gcneiated by the oraoeud developmenl. refunded with interest at the rate npplied to ja0gcmcnts to the pro,xrt}
owner~ af ru:ord at the Iimc of the refimd; however, if the payment is no~
5. A disputa h~s arisen bei~~een the panies as to Ihe ste{~s which shauld he tiken by • expenJod within (ive years due ta a delay wlely zttributable to the
the Developcr to o(isct Ihe impacl ttiis developmcnl will have on the Disttir.t. in order to Developr.r or buildet, the p2yment shall De rer4nded without interes:.
resolve this dispuie, uir pnrtiea have agreal aa fnlluws:
7. The parlies acknowledge that the provisians of this Agreement may be a(fected
NAW, TFIERCfORti, for good and valuable considerauon, the receipt and by action of Spokane Counly in connalian with Ilu approval of SP•946-94, The parties agree
sufficienlly of which is hereby acknowledged. the parties agree as fallaws; thAt if Spokane Counly faib to approve SP•946•94, Ihis Agrament is null and void.
1. Developer and ihe Disirict agrce that Ihis hiitigalion Agrument is a vnluntary S. The miligalion fa per unit shall nol be increased er reduccd for aperiad of three
agRement which is teasonably naessary in arder to mitlgate the dirat lmpact an the pistrict ycars fAllowing approvol of SR946-94 by Spokane Caunty. The final plit shall pravide a
of additional students which will be generaied by the development and for which Iherc is no cavrnant an the face of the plat for ihe paymenl of the mitigalion for each lot in the final pIa1
appropri3te facilities Io housc suth addilionel tludents. , u providtd by Ihis Agteemenl.
2. In exchange for the promises of tlu llistrict as contained in Ihis Agrcement, 9, The ierms and eondiUons hereunder shall be adoptal as a con0ilion af fioal plat
Daveloper agreea to makt psymenls Io the District as specificd below, apyrnval af the develapment.
3. 11ie District hereby agrees thal the perfomiancc of the condllions in this 10. ne District shall czaute any daumenls to release the covenant described in thia
Agrament by Developer shall constilute miligalion and offxt of advtrse lmpacts of SP•94694 f Agrament, if rcquireE by Developer er his succeuon and atsigns upon ratisfaction of payment
development lo the Dislrict. Notificolien will be given la Spokane Counly Dy the Dtsuict thal under this Agraemcnt.
impacts to the Dislrict from this developmeut have bcen mitigeted as a rauh of Ihis Agreement.
ll. This Agrament is made with rcferenee and is inlended lo be constructed in
4. At Q►e timt o( issuance of a building permil by Spokane Ceunty ar such oiher accordanu with the laws ot the State of Washington. The parties agree that the venue for any
~
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suit brought under lhis Agreement shall be exciusively in Spokane County, Washington. 5hould EXit(DiT "A'
any provision af this Agrament be dcclazed (nvaHd or in con0ict with any (aw of ihe State, the i PdGE 7
validiry of all oiher provisions shall nmain unaffeclcd and in full force and effat. I.ee~l ~escri l,Rion
12. This Agrament shall consiilute a coveeant running with the property descdbed The 1Vest twe•fiGhs af the Nonh half ot the West hal( ot Tract 130 of Oppnrtunily as
in Exhibit 'A' herelo end shall be binding upan and enure to the benefit of the heirs, exscufors, per plat thcreot tccorJad in 13oak 'K' of Plats. Page 20.
ndminisUators, successors and assigns of bolh the parties hereto.
13. This Agreement conslilules the rncire agreement Ixtwan the parties and no ~~CEFT-the Wcst 20 fcei thereof deedal lo Spokane Coun(y by Documa►t No. 741199A
modifiatians or rcvision: shaU be binding unless macle in writing and signed by the pacties for Pierce Road.
hercto. Situate in the County of Spokane, S12te of Washingion.
]AY NACCARATO CEMTRAL VALLEY SCHOQL OISTRICT p756
4321 S. C}IAPMAN 19307 EAST CATALDO
GkEF.~( RES W 49016 aREEN ~;jB ~
y: ~ By: .
C.~~ 9 ~
naud:
STATE OF WASNINGTON )
: ~s
County ol Spukane )
On this day personally appearcd before me ~fbregcCing ~lo me
known tabe Ihe individual described in and wh e~ tslrument, and
acknowledged that he signed the same as his frce and voluntary act and dced, for the uscs and
purposes Iherein mendone0.
►h
G(VEN unAer my hnnd and official seal this 7_ day of ~,p 1• , 1994.
~ / ~ •
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A
Notary Pu lic and far the Slate of Wsshington,
residing at
My CammissiAn plres; GIzt~ ~
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U.S. BANK 71~c Fasr 60 Lcet oC ehm 55auth 176.3 LxC ot thc t+octh 101.5 CceC eC Wt 2, U1oc~c
0, GQitlffLt RCO1f10t1 " Cf1FINAQtli9, aocacd" co Plnl' reeoNod in VelaRn "y" ot
Plnls, P~g~ 70, in S(~oluvra Gaunty, 1+ashirr.jCCn;
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DEED Of T~iUST . G~'1' utat pot'tien esnveyscl to sraksnn countY 1~' Q'e~1 dat«t N'Tu Zs, ~.951
un.ler nueicor~s ri~c ~to. 4so9on. ,
TN{S OEEA Af TItUST IS OATfO P[011UAItY 70, 1096, nmanp JAY C. t1ACChRATO, Sf1AA0H E. HGCCAtIATO,
JEfFt1EY J. MCitAE and LAURIE A. A1Cf1AE, WITII TiriE VESTEO AS fOl1.0VlS: JAY NACCAf1AT0 ANO pareal 0:
' SIIARON NACCMhTO AS TO PAnCEIS A, 0 b C; JAY C. 14ACCAt1AT0 AND SNARON C. NACCA11AT0 AS T8
PAfICE't. 0, ANO JEFFOEY J. hICRAE AND LAUf11E R. 1.1Cf1AE, IIUSBANA AfJO WIFE AND JAY IIACCAltATO 'nti,t jaOCtiCn OL TAC3 1 11+c1 12, BIOCk 0, NMRI 1SOITI0i4 TV CRMIAMES~1ic n~
AND 911AAOH HACCAl1ATO, NUSOnNO AND vnFF, EACN AS btl UN9IVIDE9 ONE-HALF IIITER@ST, AS TO tA Plat =ceorclr~l in Yalue ot Plats, Pnge ]0# 1n County,
pARCCI E. wttpto moNiap oddiote It 4771 Soulh Chnpman Roeil, Craenoerot, WA 09010 (tolorrod to bolow es lyjlr.) IdoCt11 0[ UtQ f011~7,nc) desCCSbCd llI112:
'Grmtor"); U.S. QANK OF WA511111CT0►1, IlATIO►IAL ASSOCIATION, whpso mnlpnq oddiou Is 478 tiVEST
qIVE11SI0E, 03 SNriVAIK 4@VfL, P.O. OOX 3400 T.A., SPOKANE, Wn 4D901 (rolonod lo Dalow somallmoo oo f;. CcgInnltxj nt n(oinr at1 U1c G%5t Xina 0C !alsl IAl % 1 ond 1=, 177.0 icnt sa►th oC
' 'londar nrtd dama11ma1 ae 'Oanallela~y nix! Vto+ioar YNIO Comhnoy ol Y/nthtnplmi, vAioee molling uUJrots u~~~~~ ~Q.,Ote~~ ~t't'A111a1;Wlth :aic1 itorUt 1Sna ar Svt 1 to e polnt
la 521 YJOat tal Aronuo, Spo4m+o, WA ?92dt (rolarrod lo bolow ae "iwstoo'). + ~ on thr FaaL line a@ Lot 2, Olort A, 177.0 tcct dwtll ec l'h~ Not~J~ Z~ ~i~~ot,
COIIVlYAHCQANDCIIMIT. /er nrowlreenswo-iuen, A,iaieremr,y~ulwewtnirouwlwpo«oieleob,dqMN~nlry~ndDO~64131an „aid poinl 1xir~ U+s lcrminou~ ot raid lirm;
oR01nr Me boarlll oI lrnder as Donetktary. ►l ua G~raa. Iae, oa, ud uuuvf iet .f.i ro ub iwa.«q M~nd.oa rr po~.rM. a9prt~r ran J ,
A" MU clcacl ditcd Juno 2~, 1951 wYIEr
~4101~ 01 %IL".b1}Irt11Af MttYEU 07 4~IGE Ll1IIAMR YIO~OYORMYI ~11E I114~CY. /I OCJ~IWd1rg~a et.q, .~d .~n.wwiuawr, r.►ar. ~~r~
e~ Q aPCh II,~Iftf (N~Qt1Uhn ItOtt M tdhd0e od11 01kh a r1~,'tKm Ibtdtk MO M OpH ~1dti rai~tln. rA pOGn oMear Iw1(papo4, . i1 PyCtIvI' that porl ion eanveyccl to ~.,~1can¢ Cainry 1s~'
N~AMlwjwubutUm~aondm~NU~,o6A~. ~~^~a~m^'tl ^+"'n4latalod In Siwl~ano Coun1Y, Slnto ol~/ b Oosldeploe(Uio i, puclit,p['s Flla 19o. 450921).
'lloa) Propohy'): o .
= Parccl C:
Soo attashod E~iiieii •a• tho }roxth 181.55 teek thcrcof; tEiat rortion ai Lot 9 lYit+cJ
lfia flool Pmporty or Ilt oddtoas Is eommonly knAwn as Pnreel A, p b C: 921 Oarkar tlaad, Groonoews, WA oC ~~~,~~C ~ ot Ipt 3 rxteMa3 ."AUt11; t►11 oC i+ot 10; nnd t19et Portia^ '
00016; Percol D: 1590 and 1524 HoiIh Pork IIonA, SpoNono, WA 99212; Pereol E: 310 and 320 NaU+ Ploreo at ~t 1-1 lY~ ~le,t ot t1►e East litte o! 1A~ Olxl: 0 0~
ra~a~ oox a~u~:ooo~, r~e wio+ae t. , pp~ MppfI011 10 GRI~~, a~~J tu P1At teC'srdt~c! S11 VolUme °5„ of
~ Rortd, SpoNone, WA 47766, 'hr nva woooM w nmiev n Pdca A. oa c ~
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dwor twioDY rtdqu as dnrhr b luNor. N d fltut w AWa, u.il, url hnaun b oro e.4 tinm. 11ain. ww wadi ol un'RoQsq. iin a 10. NM 11 gTD11L0d LO t}lC $t.1tC 0f 413shirxli:sn Car 5tatc Nighuay No. 7.
~~imnn b~peoide~J N~Cvice ~nh IICY Ga o0 v~:, tlw ra~ ooawu OT uY. nilpn.,~a b Y~+~naa0 ro 1►pwna, prWdW r~l tlo4v i~~an
' ua tumAig ol nb Duod ol Tn" tv~la yuC1 t0 cw•,oua 1 ktlnse 10 tulka.l Rq nWro mL0 po!fi, w1acA kwemu aul om laMtd u landai's ava n
uu1 iMmI fN aftirtsf'olr iwotW uptin oct44dodeCrel cl d d prl W Nw tnOWku~ud. ^ .
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- r Oatweta. nprao'pasa.w' eM«» anen.u4.+or puun aonnq uTitq uw Irow, hebO+q.su.nil N,nsoMn 1AY C. NACCAIMtO, .
0ee0 ef Tiwl ffr waA 'Daed et Tnnf mmn Cli 4w0 al Tiwl rrorh Coadn, lmKfa, utd lnnua, cail 1suJm .q]a«f 1mtsmn iA rJL~!1
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IIACWUTO. GIIMON C. IuCWU1fQ, Rff11EY J. MCIIAE ad IAltlliF 11. MCfUE. Asti Craum wiu oipa uw Odald TruK pst duut ros ~~at T 7IS~~ 1!1 VOLICIL' ~~}S'~ Oj PIOfSr YSQO Z0~ ~ 5~1C C0~1l1
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daufaibuuan In a0 1111211111 .na PamlLsd roccwn w lwmba uni t, rkii euartsm-*v wuna, mn►s Ow MN aeeqvl u OilqrM {tOr.JW W ` wdrjurfjt011. CXCClIC thC WC11 CZO tCE C.
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an,wcdanvAOitrwn~uaawemor, < T.~ ~ a , ,
Inpter~m~ntti 11M wmd 'tosp Its' nnun ud 4dafts w01au1 IMicwbn dI vehco+p uW Nkno Yt"cwiws. Aotw216 A#46
~a~n+w.., ~rou0. ionn..mroa oN aw o.d AawK. trxww nnAtivsn, supncu.lI.m and eurr wueuuuun oii qr rtold NcCwk. ~ , .
ina.ei.dn..s. m. ■aro -ifosotuxap+r mwn+ d pko*m and hisnon p.vaom iuom nw Nois aw rM ,naaui wAwwlaw a so."w C
tqiwa b Cbtlirqa atl(al89-0 bl WaMIM a VDGOW N[WlCtl 01 IWtICY d 1N1dd110 NAM[u QltytlD+q 0) coqtl01 Vn1kY 091 OMW 01 INtI,
wponr wtn Iroami on wdi Mrns,m nrpawrue m ab Gwa d fumL m.aoewn ro uw nuu. na.ord *,boohww' bwan .i oagawa 4' .
Oeen uW Ubcsts, pktl Navau qmsta\ W Oamr+oi b lawM. ot uil a+n a nae ut uari u W n r tUnu bl tww qarat Oansw, a •
~ ury oro a nqfo 01 tlcN »Irouo nuw 0+1331iq a(weoe1nr rfcnp, rladlin sdttwl d untMad q aq pppnw W Ou Itaw, M111EIMI Y"^.w n.
atlandu~~ wtoatnu cbo a nw duo. eoauro a wr.w9aq tjpddAlod c+ untMcaaAe am+.nuna daooov auy eo nw wwhauol dMOn
~ rd0bWiiao. Mi¢Uror obMjatb9 u yuruaG ef oilprraeo, arJ ~~W~w ioeowr u0wt nRnlMOaLWOikm rn1 ho d IWaRw onrt dsmr knwl ' bruqusMOativAakmu.ua*iwe-uweht+pOuUt+Pwm*m.l Onahboanumpuncwro mtwwm +nmduewer,' .
LenMr, iMrwd'UnOtr nwm U,A filNllt QI WtiS1UNAtON. HAR011A1 AS40CU110N, b wttmao aM nalgni, • , , .
~ FoW fie rrorQ•Nmte' T+ms Ihe Itelio diled I.Awsry10. 1926, ln Iho orlpinal pdntlpal emaunt ol 37Stl,000.00 eanoaoo•w ' ~ blaflfla~.bONMrNft~d1Y~W.~~I,o~Iqrlonf,noAte~mn~,IUMWX7~'01.IMIwllaW00tt/b+1IfI11UlY ,
►a.en.l Nopury. nw «mat 'Rxwnti flovurr erow u eq~~qnoa, Asan.s, me oItw 0064n of qda,w oroDaq ro+ a nuo.ilve owlevo
i tr► Arnan. " iww a huwna uwctw m 64,.oJ a or Itwl CoalaK awla wah W... .,m, Prn. aw waurn a. u 0uphwsao4a a, d guyndNftn la, aq ci sueh PapuM uW aponed VItl4 dnljUuf atu pOah uu0131% and quewh pnuaq w:bWUl trrnWm as
~ Yuw~nt0 pe1a~J1 wW iWUrbf ol pwtafro) !dn onr tW a opvr ti1DO*on G IM (lopa„, ,.r a• .
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"
O&lmpson Engineefs, _
l~Go
CIVIL ENGINEERS AIVD LANUSURVEYORS ~
N. 909 Argonne Roed o Spokane, VIIA 99212
(509) 926-1322 o Fsic: 926-1323~
TO: Dave Berto ~
spokane Goumy Engineers Vffi-ce
SUBJECT: Short-Plat # .94b=94 ~
- ,
DATE: March '27,,199?
Attached is. :
L F'inal My.lar for youc review-pl"ease,rush
t
-Call-meif you" have..any questions.at 926-1322
. i;
- - ~ • ~ ~ _ ~ ~
~ CPi~6_--,.a~ ~ -
.
- - Duane 1M. Helt
:Plat :Coordinafor-
SlBned
-
impson, Engineecs, Inc.
CIVIL ENGIPlEERS, AIVD LAND SUR1/EYORS
N. 909 ;Argonne Road- e Spokane, V,VA 99212
(509) 926-1322 • F9z: 926=1323
' TO: PaufLenneman.
,Spokane- County Engineers Otfice
SUBJECT: 'Short'Plat k946-94
DATE: March-27 ,'1997
Attaclied -is :
1. Revised Dfainage Calcs. IftNis19 O.K tell Dave-Berto so he.can get over.to trie
- planner-s..PI.EASE 1ti1*S]81,!.
Call.-me if you,have.;"any questions at 926-1322
Duane.-M. Helt - Plat Coordinator
. u
puj , I..' L.'O11 _
~ -
~
, SPOgs
Signed
..i
STORMWATER DRAINAGE,.CALCULATIONS
FUR
SHORTIPLAT946-94
SW'1/4 of Sec. 16, T. 25-N., R.;44 E.. W.M.
Spokane County; Washungton
March,27, 4997
Prepared. by:- .
Simpson Engineers; Iac. ,
North~ "909 Aigonne. Road
Spokane,, Washington 99242
717he design, irnpcovements shotivn ia ihis set:of plans conform tothe ,applicable' editions- of--the Spokane Couiity, standards for. CE road-and:sewer construetion_and'~Spokane Counh' 8videlines for: RE
,stormwaLcr, managcmcnt. AU dcsign dcviatioas havc bcxn r-
approved by tlie .Spokane% Couaty Engiaeer. I approve these MQR ! 1997
plaas for construction SQOKANE COUMY ENGINEER
TABLE;.OF, CON'TENTS
I: Suminary, .
II. -Stormwater Drainage Cal.culabions NN ' N'cMG,
v►Asy~~
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28578 : r+
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1
' A
s ,
Stormwater Draiuage -Report for Short. Plat 946-94
L SLTMMARY
This~project is.located south of Valley,way Avenue and-.east-of,Pierce.Road. The plat will consist,of two lots -%v;tli dupleYes:
The :site vas !considered as two 6asins. The- north basin ('Tract "A" + part ;of 'Tract "B") flows west,, and : the south basin
(remairiiing Ti a.ct `-`B"),flows-west and south. The Ratioaal. Meihod : was used. ,to calculate the pe* stormwater iunoff 'for
eacb basin in ihe,:pre-iieveloped,cond.ition and.the,post-developed:,condition. In the,pre-developed c.onditi.on; each,basin is
composed of tufo (2) sub-6asins;' a) asphalupavement, and' b) grass/weeci ilot. .In the post=developed 'coadition,,;each~ basin is
composai of two Q) sub-basias; a) impervious roofs; concrete'dnveway.s and -asphalt pavement, and b) grass,,.la%ras:
Comparing'the pre=deveIoped runoff with post-, developed runotF-for eac6 .basin;'sliows,'-that there will'~'be. anegligible
increase, in runoff.
Figuie 27, page 6-3,;of the-"Guide lines,.for Stormwaier Management"; by;'Spokine County'EQgineers,.was usedffor raiiifall
intensity and duration-occurring:af a 10-year storm frequency.
:T
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Seale i~ .Feet.
. _ ' ~ I
0 S:o I.O;o
Q
P I E R,-CE ROAD
ge' 2_
1~ . l• - ~.9~
:Pavew►enC
~EdgQ
-------`~c--, oe ~ ._---~a-:---
96~ 0 p 9~.q~6 gy`9 .m 9jS 9>83 9~,sy 9~,~
v ~P•P,~ r ~Q,P.-~► 1
~ j 1~56,2~
Dr'w~way~, p ~ j°-D~c~►veway .~,0' I
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° L------- 1 co I W
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. TRACT " ~B" T,RAc,T "A" -J
i Q
3 3p'~
~ ~ ~ . . 99,0 >
156;29 ~ i9~ 155,00
I
' ~Basin ~`'Scuth` - br~a~na ~e Bas~~h No,r~'h~
9
SIMP.S0M EE6t1800NEEkS.ImC,l
~ n 909 i~ao~~AO~o SHORT PL- AT 946'- 94 ~
SPOKANC,.INASH99212 ~ DRAINAGE PL-AN
PHONE. 8~13?2 S-W I/4 Sec.16 g T. 25 N., R. 44,E. W.M.
I
•
RATIONAL FORMULA HYDROLOGY Project Name: S.P. 946-94 Designe KWM
DRAINAGE BASIN ANALYSIS Project Number. 12959 Date:
10 YEAR STORM EVENT
Basin Name: North (Post-Developed)
Basin DescriptiorTract "A" + part of Tract "B"
RAINFALL INTENSITY-DURATION SUBAREAS:
10 YEAR STORM FREQUENCY
Time Time Storm Description Acre: C A'C
Incr. Incr. Intensity Roofs/Asphalt 0.270 0.90 0.243
(minutes) (seconds; (in.mr.) Grass 0.480 0.15 0.072
_ 0.000 0.00 0
0.000 0.00 0
Tc = 9.35 561.12 2.36 = Intensity ~ Tc 0.000 0.00 0
0.000 0.00 0
5 300 3.18
10 600 2.24
15 900 1.77 Total Area, acre: 0.75
20 1200 1.45
25 1500 1.21 Composite Coefficient (C; 0.42
30 1800 1.04
35 2100 0.91
40 2400 0.82
45 2700 0.74 TIME OF CONCENTRATION (minutes):
50 3000 0.68 =
55 3300 0.64 Tc (overland flow) Tc (gutter flow)
60 3600 0.61
65 3900 0.60 Ct = 0.15 L2 = 0
70 4200 0.58 Z1 = 0
75 4500 0.56 L1(A) = 155 Z2 = 0
80 4800 0.53 N(A) = 0.4 8= 0
85 5100 0.52 S(A) = 0.004 n= 0
90 5400 0.50 s= 0
95 5700 0.49 Tc (A) = 9.35 d= 0
100 6000 0.48
L1(B) = 0 Tc (gu) : 0.00
Explanation: N(B) = 0 Tc(A+B) 9.35
Tc (total) = Tc (overiand) + Tc (gutter) S(B) = 0 Tc(tot. 9.35
Tc (B) = 0.0 Intensity 2.36
Tc (overiand) = Ct*(L1'N/S"0.5)"0.6)
Ct = 0.15 = Coefficient for overland flow
L1 = Length of overland flow
N= overland friction factor (.4 = avg. grass cover) Calculated Channel Flow Data:
S= average slope of overland flow
Tc (8utter) = Length (ft.)/ Velocity (ft./sec.)/ 60 WP = ERR Fq' Ft.
L2 = Length of flow in pnncipal channel R= ERR Ft.
Z1 = inverse of cross slope of backslope of channel V= ERR Ft./Sec.
Z2 = inverse of cross slope of foreslope of channel Tc(gu) = ERR Minutes
B= Bottom width of gutter or ditch Q(est) = ERR C.F.S.
n= Manning's friction factor (0.016 for asphalt)
s= longitudinal slope of gutler Holding 0.00
d= depth of flow in gutter (estimate, check wl flow)
Area = d'B+d"2/2'(Z1+72)
W.P. = B'd+(1/sin(atn(1/Z1))+1/sin(atn(1/Z2))) Calculated Peak Discharge, 10 Year Storm:
Hydraulic Radius = R= Area/ Wetted Penmeter
Velocity = 1.486/n'R".667's".5 Q=C•I'A 0.74 C.F.S.
Flow = Velocity*Area Q(est.) = 0.00 C.F.S.
•
.
RATtONAL FORMULA HYOROLOGY Project Name: S.P. 946-94 Designe KWM
DRAlNAGE BASIN ANALYSIS Project Number. 12959 Date:
10 YEAR STORM EVENT
Basin Name: North (Pre-Oeveloped)
Basin DescriptiorTract "A part of Tract "8"
RAINFALL INTENSITY-DURATiON SUBAREAS:
10 YEAR STORM FREQUENCY
Time
Description Acre: C A*C
Time Storm
Incr. incr. Intensity Asphalt 0.170 0.90 0.153
(minutes) (seconds; (in./hr.) Grass 0.580 0.20 0.116
0.000 0.00 0
0.000 0.00 0
Tc = 7.87 472.17 2.64 = Intensity @ Tc 0.000 0.00 0
0.000 0.00 0
5 300 3.18
10 600 2.24
15 900 1.77 Total Area, acre; 0.75
20 1200 1.45
25 1500 1.21 Composite Coefficient (C; 0.36
30 1800 1.04
35 2100 0.91
40 2400 0.82
45 2700 0.74 TIME OF CONCENTRATION (minutes):
50 3000 0.68
55 3300 0.64 Tc (overland flow) Tc (gutter flow)
60 3600 0.61
- 65 3900 0.60 Ct = 0.15 L2 = 0
70 4200 0.58 Z1 = p
75 4500 0.56 L1(A) = 155 72 = 0
80 4800 0.53 N(A) = 0.3 B= 0
85 5100 0.52 S(A) = 0.004 n= 0
90 5400 0.50 s= 0
95 5700 0.49 Tc (A) = 7.87 d= 0
100 6000 0.48
L1(B) = 0 Tc (gu) = 0.00
Explanation: N(B) = 0 Tc(A+B) 7.87
Tc (total) = Tc (overland) + Tc (gutter) S(B) = 0 Tc(tot.) 7.87
Tc (8) = 0.0 Intensity 2.64
Tc (overland) = Ct`(L1+NUS"0.5)"0.6)
Ct = 0.15 = Coefficient for overiand flow
L1 = Length of overland flow
N= overland friciion facior (.4 = avg. grass cover) Calculated Channel Flow Data:
S= average stope of overland flow
Tc (gurier) = Length (ft.)/ Vetocity (it./sec.?/ 60 WP = ERR Fq. Ft.
L2 = Length of flow in pnncipal channel R= ERR Ft.
Z1 = inverse of cross slope of backslope of channel V= ERR Ft./Sec.
Z2 = inverse of cross slope of foreslope of channel Tc(gu) = ERR Minutes
B= 8ottom width of gutter or ditch Q(est) = ERR C.F.S.
n= Manning's friction facior (0.016 for asphalt)
s= longitudinal slope of gurier Holding 0.00
d= depth of flow in gutter (estimate, check w/ flow)
Area = d*8+d"2/2•(Z1+IZ)
W.P. = B'd+(1/sin(atn(1/Z1))+1/sin(atn(1/Z2))) Calculated Peak Discharge, 10 Year Storm:
Hydraulic Radius = R= Area/ Wetted Perimeter
Velocity =1.486/n•R".667's".5 Q=C"I*A 0.71 C.F.S.
Flow = Velocity'Area Q(est.) 0.00 C.F.S.
r
RATIONAL FORMULA HYDROLOGY Project Name: S.P. 946-94 Designe KWM
DRAINAGE BASIN ANALYSIS Project Number: 12959 Date:
10 YEAR STORM EVENT
Basin Name: South (Post-Developed)
6asin Descriptior part of Tract "B"
RAINFALL INTENSITY DURATION SUBAREAS:
10 YEAR STORM FREQUENCY
Time Time Storm Description Acre: C A'C
Incr. Incr. Intensity Roofs/Asphalt 0.110 0.90 0.099
(minutes) (seconds; (in.lhr.) Grass 0.170 0.15 0.0255
0.000 0.00 0
0.000 0.00 0
Tc = 7.75 465.16 2.66 = Intensity a~ Tc 0.000 0.00 0
0.000 0.00 0
5 300 3.18
10 600 2.24
15 900 1.77 Total Area, acre: 0.28
20 1200 1.45
25 1500 1.21 Composite Coefficient (C; 0.44
30 1800 1.04
35 2100 0.91
40 2400 0.82
45 2700 0.74 TIME OF CONCENTRATION (minutes):
50 3000 0.68
55 3300 0.64 Tc (overland flow) • Tc (gutter flow)
60 3600 0.69
65 3900 0.60 Ct = 0.15 L2 = 0
70 4200 0.58 Z1 = 0
75 4500 0.56 L1 (A) = 150 Z2 = 0
80 4800 0.53 N(A) = 0.4 B= 0
85 5100 0.52 S(A) = 0.007 n= 0
90 5400 0.50 s= 0
95 5700 0.49 Tc (A) = 7.75 d= 0
100 6000 0.48
L1(B) = 0 Tc (gu) = 0.00
Explanation: S (Bj = 00 Tc(A+B) 7.75
Tc (total) = Tc (overland) + Tc (gutter) ~ Tc(tot.) = 7.75
Tc (overland) = Ct•(L1 •N!S"0.5)"0.6) Tc(B)= 0.0 Intensity 2.66
Ct = 0.15 = Coefficient for overiand flow
L1 = Length of overland flow
N= overiand friction factor (.4 = avg. grass cover) Calculated Channel Flow Oata:
S= average slope of overiand flow
A = 0 Sq. Ft.
Tc (gutter) = Length (ft.)/ Vetocaty (ft./sec.)/ 60 WP = ERR Ft.
L2 = Length of flow in principal channel R= ERR Ft.
Z1 = inverse of cross slope of backslope of channel V= ERR Ft./Sec.
Z2 = inverse of cross slope of foreslope of channel Tc(gu) = ERR Minutes
B= Bottom width of gutter or ditch Q(est) = ERR C.F.S.
n= Manning's friction factor (0.016 for asphalt)
s= longitudinal slope of gutter Holding 0.00
d= depth of flow in gutter (estimate, check w/ flow)
Area = d'8+d"2/2'(Z1+22)
W.P. = B'd+(1/sin(atn(1/Z1))+1/sin(atn(1/Z2))) Calculated Peak Discharge, 10 Year Storm:
Hydraulic Radius = R= Area/ Wetted Perimeter
Vetocity = 1.486/n•R".667's".5 Q=C'I*A 0.33 C.F.S.
Flow = VelocityArea Q(est.) = 0.00 C.F.S.
.
RATIONAL FORMULA HYDROLOGY Project Name: S.P. 946-94 Designe KWM
DRAINAGE BASIN ANALYSIS Project Number. 12959 Date:
10 YEAR STORM EVENT
Basin Name: South Pre-Developed)
Basin Descriptioi part of~ract "B"
RAINFALL INTENSITY-DURATION SUBAREAS:
10 YEAR STORM FREQUENCY
Description Acre: C A•C
Time Time Stortn
Incr. Incr. Intensity Asphalt 0.050 0.90 0.045
(minutes) (seconds; (in.lhr.) Grass 0.230 0.20 0.046
0.000 0.00 0
0.000 0.00 0
Tc = 6.52 391.42 2.89 = Intensity a~ Tc 0.000 0.00 0
0.000 0.00 0
5 300 3.18
10 600 2.24
- 15 900 - 1.77 Total Area, acre: 0.28
20 1200 1.45
25 1500 1.21 Composite Coefficient (C; 0.33
30 1800 1.04
35 2100 0.91
40 2400 0.82
45 2700 0.74 TIME OF CONCENTRATION (minutes):
50 3000 0.68
55 3300 0.64 Tc (overiand flow) Tc (gutter flow)
60 3600 0.61
65 3900 0.60 Ct = 0.15 L2 = p
70 4200 0.58 Z1 = 0
75 4500 0.56 L 1 (A) = 150 Z2 = p
80 4800 0.53 N(A) = 0.3 B= 0
85 5100 0.52 S(A) = 0.007 n= 0
90 5400 0.50 s= 0
95 5700 0.49 Tc (A)= 6.52 d= 0
100 6000 0.48
L1(8) = 0 Tc (gu) 0.00
Explanation: S(B)N(B) _ 00 Tc(A+B) 6.52
Tc (total) = Tc (overland) + Tc (gutter) Tc(tot.) = 6.52
Tc (6) = 0.0 Intensity 2.89
Tc (overland) = Ct'(L1•tWS"0.5)"0.6)
Ct = 0.15 = Coefficient for overland flow
L1 = Length of overland flow
N= overland friction facior ( 4= avg. grass cover) Calculated Channel Flow Data:
S= average slope of overiand flow
A = 0 Sq. Ft.
Tc (gutter) = Length (ft.)/ Vetocity (ft./sec.)/ 60 WP = ERR Ft.
L2 = Length of flow in principal channel R= ERR Ft.
Z1 = inverse of cross slope of backslope of channef V= ERR Ft./Sec.
22 = inverse of cross slope of foreslope of channel Tc(gu) = ERR Minutes
B= 6ottom width of gutter or ditch Q(est) = ERR C.F.S.
n= Manning's fricGon factor (0.016 for asphalt)
s= Iongitudlnal slope of gutter Holding 0.00
d= depth of flow in gutter (estimate, check w/ flow)
Area = d`B+d"212'(Z1+Z2)
W.P. = 8•d+(1/sin(atn(1/Z1))+1/sin(atn(1/Z2))) Calculated Peak Discharge, 10 Year Storm:
Hydraulic Radius = R= Area! Wetted Perimeter
Velocity = 1.486/n'R".667`s".5 Q=C'I•A 0.26 C.F.S.
Flow = Velocity'Area Q(est.) = 0.00 C.F.S.
~
• • ane County
Public Works, D •
• County • e• •
M mo
To: Jim Manson, Director, Division of 8uiiding and Planning ~
Rrome Bili Johne, PE, Spokane County Enflineer (f•G~C.~+r
CC: Laurie Grimes, John Pederson, Pat Harper
Date: March 3, 1997
Re: SP 946, modifications of roa'b condibons of approval
. . , , •
Jim, it has been brought to my attention by my staff that a condiaon of approval for Short Plat 946, a two
lot short plat, located in the southeast quadrant of Valleyway and Pierce may indeed be onerous and
unenforceable. Typically, iwo lot short plats for residendal lots are allowed to use the Road
Improvement District condffion of approval, versus actua( improvement of the roadway. The reason for
this is based on the amount of impact generated by a two lot short plat on public road infra-structure.
Short Plat 946 was conditioned to improve Pierce Road as opposed to an RID and the applicant has
went so far as to complete road plans for that improvement and was prepared to bond for the $14,000
improvement. Upon further review of this proposal it was found that oosts upward of $40,000 would be
required for movement of utilities. In light of this information I would be in favor and support a
• requirement on the -face of the plat that the applicant participate in an RID should one be formed in the
future and that the applicant pave his drnreways out to the existing pavement on Pierce Road. 1 believe
this is a reasonable oondiGon of approval and does not invohre any degradation to the safety of exisbng
residents in the area. I believe this condition could be added administratively to the plat and the
applicant be aUowed to final'rze his plat immediately.
Thank you for your time and consideratlon in this matter.
0 Page 1
• • . ' County
Public Works, 1 •
• County • ee •
Memo
Ta Jim Manson, Director, Division of Building and Pianning
^ t
From: Bill Johns, PE, Spokane County Engineer
CC: Laurie Grimes, John Pederson, Pat Harper
Date: March 3, 1997
Re: SP 946, modfications of road conditions of approval
Jim, it has been brought to my atbention by my staff that a condition of approval fbr Short Plat 946, a two
lot short plat, located in the southeast quadrant of Valleyway and Pierce may indeed be onerous and
unenfbr+ceable. Typically, two !ot short plats fbr residendal lots are allowed to use the Road
Improvement District condition of approval, versus actual improvement of the roadway. The reason fbr
this is based on the amount of impact generated by a two lot short plat on public road infra-structure.
Short Plat 946 was conditioned fio improve Pierce Road as opposed to an RID and the applicant has
went so far as to complete road plans fbr that improvement and was prepared to bond fbr the $14,000
improvement Upon further review of this proposal it was found that costs upward of $40,000 would be
required fbr movement of utilities. In light of this information I would be in favor artd support a
requirement on the face of the plat that the applicant participate in an RID should one be formed in the
fiUture and that the applicant pave his driveways out to the existing pavement on Pieroe Raad. I believe
this is a reasonable condifion of approval and does not involve any degradation to the safefy of existing
nesidents in the area. I believe this condition could be added administratively to the plat and the
applicant be allowed bo finalize his plat immediately.
Thank-you fbr your time and considerafiion in this matter.
0 Page 1
I
.
FAXTRAM; TTAL SHEET ~ Spokane County Public Works - Engineering Division
1026 West Broadway, Spokane, WA 99260-0170
Third F1oor-FAX No. j509) 324-3418
Phone No. (509) 456-3600
Date:t> FAX No. lJc;2 5
To:
Company: ST/ ~11 ~ /1/ 6~1/S
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City, State:
Number of pages (including er sheet
From: / , ~T7~ Pbone No.
Message :
J '0` y
' REQUEST FOR DESIGN DEVIATION
- $30.00
• - ° ' DA'IE
ROAD NAME CRp%RID'# - '
N Plat #
ADDRESS OF HLDG
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NAME OF BLDG PROJECT BI:DG# B9 S~ Ta27R
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FEDERAL,STATE PROJECT # PROJEGT LIlVITi"S
. EXISTlNG CONDITIONS: PROP4SED II4IPR0 - :
ROAD WIDTH ROAD SURFAGE • • • "
AVG. DAII.Y 'IRAFFIC ` Current Traffic Count Desiga Year Traffic Count
PROJECT DESCRIPTTON G0it/.S?2rl1 Ca Qf T~W O O/1„)
.312,100 Xg ri .
FROAOSED DESIGN DEVIATION J'lJL
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.s...•« AMIDVISTRATNE VARIANCE FEE OF J3Q.00 PAID TO SPOKANE COUNTY +a.~~s•
1026 W OADWAY, SPOK;ANE WA 9 64-0170 PHONE (549~3 3600~AX (509)324-3478
•REQ WI N 8B REVIEWED W1ZHdVT
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OFFICE OF COUNTY ENGINEERS
BOND ESTIMATE
PROJECT Short Plat 946 NAME CJR DATE 05-Oct 94
ORAINAGE ITEMS UNITS QUANITY PRICE COST
1) Drywell - Type A EA 1 1200.00 1200.00
2) Dryweli - Type 8 EA 1600.00 0.00
3) Grate - Type 1 EA 300.00 0.00
4) Grate Type 2 EA 330.00 0.00
5) Grate - Type 4 EA 1 300.00 300.00
6) Backfill For DW CY 30 15.50 465.00
7) Spokane Co. Standard Curb Inlet EA 700.00 0.00
8) C.M. Pipe 10" Dia. LF 22.00 0.00
9) C.M. Pipe 12" Dia. LF 25.50 0.00
10) C.M. Pipe 15" Dfa. LF 27.50 0.00
11) C.M. Pipe 18" Dia. LF 29.00 0.00
12) Precast Manhole EA 1450.00 0.00
13) Solid lid EA 300.00 0.00
14) Ditch/208 Excavation CY 50 10.00 500.00
, 15) Sod SF 0.70 0.00
I NON STANDARD DRAINAGE ITEMS
1) Wflbert Vault Curb Inlet EA 2 250.00 500.00
2) Filter Fabric for Type A Drywell LS 1 400.00 400.00
3) 0.00
4) 0.00
5) 0.00
6) 0.00
DRAINAGE SUBTOTAL 3365.00
16) Monuments EA 180.00 0.00
17) 6arricade LF 30.00 0.00
18) Street Signs EA 80.00 0.00
OTHER SUBTOTAL 0.00
GRADING, SURFACING, CURB, AND SIDEWALK
19) Rough Grade CY 165 10.00 1650.00
20) Top Course CY 82 14.00 1148.00
21) Base Course CY 14.00 0.00
22) Asphatt Concrete Tons 56 44.00 2464.00
23) Curb Type A LF 6.60 0.00
24) Curb Type B LF 333 7.90 2630.70
25) Curb Type R LF 7.60 0.00
26) Sidewalk SQ YD 220 16.40 3608.00
NON-STANDARD ROAD ITEMS
1) 0.00
2) 0.00
3) 0.00
4) 0.00
GRADING AND SURFACING 11500.70
GRAND TOTAL 14,865.70
STREET QUANTITIES
PROJECT NO.- SP 946 DESIGNER- C. REICH DATE- 10/ 5/94
PROJECT DESCRIPTION- Short Plat 946 - improvments to Pierce Road
STREET # 1
NAME- PIERCE ROAD LENGTH- 301.37 FT. WIDTH- 10.00 FT.
BEGINNING STATION = 158.63 ENDING STATION = 460.00
ONE SIDE ONLY PWIDTH= 20.00 EWIDTH= 10.00 QWIDTH= 0.00
TERM # 1: TAPER TAPER LENGTH = 100.00
TERM # 2 : CHOPPED
ITEM MEASUREMENT QUANTITY
SURFACE AREA- 3513.70 S.F.
ROADWAY EXCAVATION 1.00 FT. 130.1 C.Y.
CRUSHED SURFACING TOP COURSE 0.50 FT. 65.1 C.Y.
CRUSHED SURFACING BASE COURSE 0.00 FT. 0.0 C.Y.
ASPHALT CONCRETE 0.17 FT. 44.5 TONS
CURB TYPE B EXISTING 0.00 FT. PROPOSED 301.4 FT.
SIDEWALK EXISTING 0.00 S.Y. PROPOSED 200.9 S.Y.
TOTALS
ROADWAY EXCAVATION 130.1 C.Y.
CRUSHED SURFACING TOP COURSE 65.1 C.Y.
CRUSHED SURFACING BASE COURSE 0.0 C.Y.
ASPHALT CONCRETE 44.5 TONS
CIIRB TYPE B 301.4 FT.
SIDEWALK 200.9 S.Y.
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.SPORANE `COUNTY ENGZNEERING' - DFVtLOPMENT, ENGINEERING, 'SERVICES
BOND ESTIMATE' 'FORM
PROJFCT W O tZ ~:..A. + ~4(P DATE /O - S- q-~~ -
PREPARER PROJECT NO. SP G~~r
,
ITEM # DE8,'RIPTION QUANT_ITY PRICE TOTAL COST
1 TYPE "A" DRYWELL,
2 TYPE ".B~" DRYWELL $
3 'TRIPLE DEPTH DRYWELL _ $
4 FILTER FABRIC LIN. I.NG
FOR TYPE k& B DRYWELLS I $
5 FII,TER FABRIC. LININ,G
FOR TRIPLE DEPTH DRYWELL _
6 BACKFILL FOR DRY,WELLS. $
7 TY-PE 1 METAL .GRATE $ -
8 TYPE -2 METAL GRATE $ _
19 T.YPE 3 METAL GRATE • $ - -
10 TYPE,4M-ETAL GRATE I $
11 TYPE 1 CONC INLET PADS _ - $
; •
12 WSDOT TYPE, 2 GRATE $
13 WSDOT TYPE' 2 CONCRETE
"INLET BASE- - UNIT "H" - $
1-4 SPOKANE CO. C4NC. INLET $
-1-5 S-POICAND CO..STANDARD
' CURB INLET ('DRW.G. #B-9) 16, 48'11- PRECAST MANHOLE $
17 ;SOLID: METAL LID - $
18, DIT.CH/20:8 EXCAVATION SC7. Cf $
1"9: 8" ST' SEWER - $
20 ST SEWER -
~
2=1 1,0" ST SEWER - - $
• ~ - -
-
. • , 22 12" ST SEWER - $ _
23 • 15" ST 'SEWER - $
24 1&" ST SEWER -
25 2.1" ST SEWER - • $26 2,4" ST SEWER - _ $
27 30" ST SEWER - $
28 3,6-" ST' SEWER - _ $
PION STANDARD DRA,INAGE ITEMS :
1 $
2 $
3' $ -
4 $
5- $
6 - $
,
'TOTA-L ESTIMAT-ED CONSTRUCTION COST : $
COMMENTS ON BOND 2STIMATE :
4cq E-
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, l l~p &''?0"o Qk1p AL7I-->- A11N' At~DMbO4t_ 1 i E,M S t_t.l 1~e~D? ~►_.EA~E L.E i
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9 J11170037
" DECLARAfiION OF COVE19'AITT
•
Yn consideratian of the appraval by Spokane Caunty of short Flat # 946-94 (hereina$er refeaei ta as the "Plat unclersigxed
cavenants and agarees t.~.at:
1_ Spakane County and its authariaed agents ar+e bereby granted the right of ingress and egafess to, over, and from said easements
for the purpose of iaspection and emergmcy tnainteamce of water quality treatm.ent swales ( :`208 swaiesa" } and other
drainage facilities, if aot prvperly ma.irrta'med by the property owner. Spolcane Cotinty daes nvt accept the responsibility io
mspect ar maintain the drainage easements ar cirainage swales, nor does the C+aurxty accept ar►y liability for any failure by the
lot owne,r(s) to praperly maintain such a.reas.
2. The property owners withia the Plat shall b-e held responsibie for keeping apen auud matrnaLnmg the surface gath of natural ar
mann-made draiaage flow over and acrass their respeetve properties.
3. The pr+aperty owner5 within th.is Plat shall rnaintain all water quality treatment swales ('`22U8" ) and drainage drtches sztuated
on their respective properties, and any partian of a?0$ swale situated in the public right-af-way adjacent to their reSpeCtive
properties, with a perntanent ground cover as speafied on the currmt agproved plans on file at the Cauaty Engiuaeer`s Office_
The property owners may install appmved shrubbery andlar trees which dQ nat vbaruct the flow and percolatian of storm
drainage wat.er in the 208 swale aad drainage drtches, as indicated b;r the cu.rrent approveal plans an file wrth the Courrty
EngIDBer'S OffiCe.
4. The propertY owner or his rreppresentatives shall mfarm each succeeding purchaser of all drainage easemexrts on the property
and his responsibility for n~.;ntaining drainage facilities withux said easements.
5. Spokane Cawnty doe.s not accept the responsibiiity of ma.~taining the drainage course an private lots within drainage
easements of floodphvn areas, nor the respaasibiuty for any draiaage, whatsc~ewer, incjuding but r,vt Iimited ta irmrse
c,onde,mnatian tQ any prflperties due to deficieat canstructian andlor maEntenance of drainap courses in d,rainage easements on
PrivaW PrcxPertY-
b. If the ProPerty awner fads tu maintain the surface path of natural or rxian-mada drainage flow, or the dramage svvale, a natice
. of such failure rmay be given to the property awner. If not corrected within ttxe period indicated on said notice, Spokane Cowxty
lias tbe right to c4rrect the raaiatarmce faiture, ar Uave rt cvrrectecL at the exgease of the PropertY owaer.
Any building that is constructeci on a ivt in this Ptat shall be set at such an elevation so as to provide positive drainage away
fmm anv clrainage entry paitrt to the building (inclvdtng but not limited to a window well, a window unprotecteci by a window
wellll, or a doorway Said positive drainage d.all consist of a minimum slope of 3% away fxrom the bwilding for a disrance of
at Ieast 10 fed from the building. The Iots shall be graded so that either (a) aU nmaff is routed away from the build'ung, and
conveyed aver the iat ta a natural drautage s,wale or appnoved ciraina.ge facfl.ity, or (ta) drainaga intercepted on the lat is
d{sposed of on the [+at in an approved drainage facitrty. The approvei drainage facility shafl be constructed in accordance with
the appraved plaas om file at the Caunrty Engineer's Office. Asxy revisions to the approved draina~ aPp roved by
the County Engineer's af~fice pric~r to canstructivn of said revisians. pW41'Wt, r-i! Fr) pR RECi]RDEG
17 ~94
WiVI`► AUM`i OA
SPOKANE COuNTY, vuN. _
. .
A s
IN WITNESS WHEREOF, I have hereunto set my hand and af'fixeci my seal this 14- day of N ovEm a E9, ,
1994.
c _ ~ fzc.u~► / G
JE RvJ. McRAE LALTRIE R. McRAr,
~ - .
JAWNACC TO SHARUN NACC;ARATU
~
AC;KNOV'iTLEDGMENT
STATE OF WASHINGTON)ss
COUNTY OF SPOKANE )
On lbis _L4.Z day of 1994 hefore me persnnaUy appeared Jeffrey J. McRae and Laurie R.
Mc;Rae, husband and wife, and 7ay Naccaratn and Sharon Nac;c:arato, husband and wite, as the inciividuals whu executed
the within and foregoing instrument and acknowledged the same ta be their free and voluntary act and deed fnr the uses
and purposes herein mentioned.
IIV WITNESS WHEREOF, 1 have hereunto set my hand and affixed my utTcial seal the day and year first above
written.
My c:ummission expires .1~ 8_ 1998 ^
~
Nntary Puhlic in and far the State af Wash.i.ngrtaa
E~M~,IfResitiing at ~ Washington
.
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tS P O K~. N E C O U N'I' Y
OFFICE OF THE CO(FEv'ZY ENGINEER • A DMSION OF THE PCy'BLIC WORKS DEPARTMENT
Ronald C. Hormann, P.E., County Engineer Dennis M. Scott, P.E., Director
REVIEW COMMENTS
TO: Kevin McMulkin, P.E. - Simpson Engineers, Inc.
FROM: Chris Reich - Engineering Development Services
SUBJECT: Short Plat 946 - Jay Naccarato Property
DATE: October 5, 1994
A review of the above referenced short plat has been accomplished. The plans submitted
appear to meet the minimum requirements of the Spokane County Engineer's Office with the
exception of the following items:
1. Please change the note regarding power pole relocation to reflect their relocation
behind the sidewalk. Due to recent events it has been determined that placing the
poles within the sidewalk behind the curb is not acceptable. The poles need to be
placed behind the sidewalk.
2. Please labet the drainage easement on the plan as such.
Piease make the above revisions and submit a mylar for County approval. I have included the
necessary drainage language that should be included on the plat dedication. Since the
language is quite long, I have assumed you will be filing separate covenants and have provided
you with those forms. Should you wish to include the entire language on the plat face please
give me a call so that I may get you that format. Dave Berto will be preparing the bond
estimate which will be passed on to you as soon as possible.
If you have any questions, feel free to call.
1026 W. Broadwav Ave. • Spokane, WA 99260-0170 •(5U9) 456-3600 FAX: (509) 324-3478 TDD: (509) 324-3165 '
a •
OFFICE OF THE COUNTY ENGINEER
Spokane County, Washington
October 5, 1994
To: Kevin McMulkin, P.E. - Simnson Engineers, Inc.
From: Development Engineering Services
RE: Language for Plat Dedication
Short Plat # 946
1. Drainage easements, as platted and shown hereon, which aze for the purpose of
insmlllling, operating and mainWning drainage swales and drainage facilities, as conditions
_ of plat approval, are hereby granted to the public.
2. Spokane County and its authorized agents are hereby granted the rigbt of ingress and
egress to, over, and from said easements for the purpose of inspection and emergency
maintenance of water quality treatment swales ("208 swales") and other drainage
facilities, if not properly maintained by the property owner. Spokane County does not
accept the responsibility to inspect or maintain the drainage easements or drainage
swales, nor does the County accept any liability for any failure by the lot owner(s) to
properly maintain such areas.
3. The pmperty owners within this Plat shall be held responsible for keeping open and
maintaining the surface path of natural or man-made drainage flow over and across their
respective properties.
4. The property owners within this Plat shall maintain all water qual.ity treatment swales
("208 swales") and drainage ditches situated on their respective properties, and any
portion of a 208 swale situated in the public right-of-way adjacent to their respective
properties, with a permanent ground cover as specified on the current approved plans on
file at the County Engineer's Office. The property owners may install approved
shrubbery and/or trees which do not obstruct the flow and percolation of storm drainage
. water in the 208 swale and drainage ditches, as indicated by the current approved plans
on file with the County Engineer's Office.
5. The praperty owner or his representative shall inform each succeeding purchaser of all
drainage easements on the property and of his responsibility for maintaining surface
drainage paths and swales within said easements.
6. Spokane County does not accept the responsibility of maintaining the dra.inage course on
private lots within drainage easements or floodplain areas, nor the responsibility for any
damage whatsoever, including, but not limited to, inverse condemnation to any properties
due to deficient construction and or maintenance of drainage courses in drainage
ea.sements on private property.
RE: Drainage Language for Plat Declaration of Covenant
Short Plat # 946
7. Lf the property owner fails to maintain the surface path of natural or man-made drainage
flow, or the drainage swale, a notice of such failure may be given to the property owner.
If not corrected within the period indicated on said notice, Spokane County has the right
to correct the maintenance failure, or have it corrected, at the expense of the property
owner.
8. Any building that is constructed on a lot in this Plat shall be set at such an elevation so
as to provide posidve drainage away from any drainage entry point to the building
(including but not limited to a window well, a window unprotected by a window well,
or a doorway). Said positive drainage shall consist of a minimum slope of 3% away from
the building for a distance of at least 10 feet from the building. The lots shall be graded
so that either a) all runoff is routed away from the building, and conveyed over the lot
to a natural drainage swale or approved drainage faciliry, or b) drainage intercepted on
the lot is disposed of on the lot in an approved drainage facility. The approved drainage
facility shall be constructed in accordance with the approved plans on file at the County
Engineer's Office. Any revisions to the apgroved drainage plans must be approved by
the County Engineer's Office prior to construction of said revisions.
• • 'OFFICE OF THE . COUNTY ENG ,INEER
Spokane County; Washington
October 5, 1994
'To: Kevin McMulkin, R.E. - Simnson-Enmineers-? Inc.
From: Development Engineerine; Services~
A& =I:anguage.1or Stiort Plat Dedicatioa Covenants
Project # Short'Plat, 946
PLAT DEDICATION:
Drainage. easements;. as platted and, shown hereon, which are for the purpose. of installing.,
operating-, and maintaining drainage,swales and drainage facilities, as conditions of plat-approval,
are hereby,granted to the public.
This, Plat -is subject to, the separate. D1ECIIARATION OF, COVENANT as recorded
under Auditor's Document =No.
whi'ch by reference, is made. a:part- hereof.
{WA►RNIlNG; 1'tie, draft covenAnt must be -approved by the County Engineer's Office
PRIOR to recording the covenant*
~
DECLARATION OF COVENANT
~
' In consideration of the approval by Spokane County of Short PIat # 946-94 (hereinafter referned to as the 'Plat"),
undersigned covemnts and agrees tbat:
1. Spokane County aad its authoriZed agents are hereby granted the right of ingress aad egress to, over, aad from
said easements for tbe purpose of iaspection and emergency maintenance of water quality treatment swales
("ZOS swales") and ot6er draiaage facilities, if not properly maiatained by the property owner. Spokaae County
does not accept the responsibility to inspec,t or aoaintsin the dminage ea.sements or drainage sweles, nor doe.s
the County accept any liability for any failure by the lot owner(s) to properly maintain such areas.
2. I'he property owners within this Plat shall be held responsible for keeping open and maintaining the surface path
of natural or man-made dra.inage flow over aad across their respective properties.
3. The property owners within this Plat shall maintain all water quality treatment swales ("208 swales') aad
dminage ditches sitvated on their respective properties, aad any portion of a 208 swale situated in the public
right-of-way adjacent to their respective properties, wit6 a permanent ground cover as specified on the curnent
approvel plans on file at the County Engineer's Office. Theproperty owners may iastall approved shrubbery
and/or trees which do not obstruct the flow aad percolation of storm drainage water in the 208 swale and
drainage ditches, as indicated by the current approved plans on file with t6e County Engineer's Office.
4. The property owner or his representative shall inform each succeeding purchaser of all drainage easements oa
the property and of his responsibility for maintaining surface drainage paths and swales within said easements.
5. Spokane Couaty daes aot accept the responsibility of maintaiaing the drainage caurse on private lots within
dminage easements or floodplain areas, nor the rzsponsibility for any damage whatsoever, including, but not
limited to, inverse condemnation to any properties due to deficient coastruction aad or ma.intenance of drainage
courses in drain.age easements on private property.
6. If the property owner fails to maintain the surface path of natural or man-made dminage flow, or the drainage
swale, a notice of suc,h faiture may be given to the property owner. If not corrected within tbe period indicated
on said notiee, Spokane County bas the rig6t to correct the maiatenance failure, or have it cornecteid, at the
expense of the property owner.
7. Any buildiag that is constructed on a lot in this Plat s6aU be set at such an elevation so as to provide positive
drainage away from aay dminage eatry point to the building (including but not limited to a window weU, a
window unprotected by a window well, or a doorway). Said positive dminage shall consist of a aninimum slope
of 3 96 away from the building for a distance of at least 10 feet from the building. The lots shall be gtaded so
that either a) all runoff is routed away from the building, and conveyed over the lot to a natural dminage swale
• or approved drainage facility, or b) draiaage intercepted on the lot is dispossd of oa the lot in an appmved
drainage facility. 'Ibe approved dminage facility shall be c.onstructed in accordance with the approved plaas on
file at the County Engineer's Office. Any revisions to the approved dminage plans must be approved by the _
County Engiaeer's Office prior to constructioa of s-aid revisions.
{IlVDIVIDUAL OR CORPORATE ACKNOWLEDGEMENT}
pubradr.covl3Feb94
. , (IINDIVIDUAL AGKNOWLEDGEMENT)
(siQnatire)
(naine)
(siLynature)
(name)
_ STATE OF. 'WASHINGTON )
) ss
Couaty of 'Spokane j _
, I- certify that I know -or that I have~ satisfactory,evidence'that
aod ~ are . the- n s who, a before. me , and said rsons acknowled "ed t6at _
o ( ) ) P~ ( ) _ PP~ Pe _ g_
' he(sbe)(they) ~sigued'this'instruanent; on oath, stated•that be(she)(they) was(were),authorized to execute tlie'instrument
aad acknowledged it-as lis(her)(theic) free aad "voluntary act and deed, for the uses and purposes stated in the
instrument.
DATED'this _ day of , 199_:
'N4TARY PUBL--IC' -in Aad for the
State of Washiogton, ,residing at . My
aPPointmeat expires .
•
~
~
{CORPORAI'E,.ACIQTOWLEDGEMENT}
(CORPORATION NAME)
- By:
(Ticte) -
STATE OF WASHINGTON )
. - ~ ~
County, ~of Spokaae )
„ -
;,r• : 1-certify -'that I know -or t6at 1 have. satisfactory evideace that'
is' the person •who appeared before. me , and:said' person acknowledged t6at he(she) signed this, instrument, on oath
stated' that he(she) was - authofized to execute ttie. iasttument- aod' acknowledged, it as the (T'itle)' of
(Corporation aame) -'to;be the free and voluntary act ,ofsucb corpor"ation, for the uses and purposes stated 'in the
' instrumenL,
DATED this 'day of , 199_.
NOTARY -P.[TBLIC in 'and for t6e
State. of Washington, residing, at .,My
appoin.tment,, expires ,
N.-, ,
<<_
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I
1 _
FP.OM ANGLE DI aT NORT!A ~AST TQ
5P946 i\IW ! 14 BLCJCK 130 OPF'ORTUN t TY - WFST 20 FF_ET AS PER MOFFITT COURT
AUT(J I M14VERSE
~~~*i~ START 1100.00000 1 O0t2►. 00ta0@ 1
, 1 INV N 0 05 2t3. Qt W .321. 2700 1: 21. 26959 9 99. 48 9 -l:r :
2 1 (qV- N 89 38 00. Ql E 306• J600 13:023. 23142 1306. 04?84 ~
a Ti'sV S 0 0 4 ^23. 0 E 321. ;300 1 0l 1. 90168 13006. 45256 4
1► I NU S 89 38 40.0 W 3,06. 4585 1oQtt-tt eoQlt1.i0o 1000. 00@C10 1
1~.ti~~1 f1►~(Z~~t ~2+ ~ r~~~t . tr1. Q~~nQ1 1
NQ Ci..t7SURE ERRClR F•rea = 9$480. 25 sQ ft 2.,26080 ac
FROM ANGLE D Ti-S7 1'JORTH EAST 'fo
NUJ 1l4 PLOCh: 130 OF OFIPt]RTUNTTY F'CR MOFF'CTT CCIURT
AUTO I NVERSE
*****'START 999. a7589 980. 0121017 5
5 I,NV N tD 05 28.0 W 32. 1. 266 1 1321. 14164 979. 4843@ b
~
6 TNV N 89 s8 070.0 E 32fs. 5Er02 1323. `3142 1.306.04264
= NV S Ql 04 2-'3. Qi E 321.3300 1001.90168 :l ,36E7Jf3. 45c56 4 '
~
4 1 NV S 89 ;8 40. 0 ;J 326. 41OJ87 999.87589 980. 2~OLA 17 5
999. 87589 980.0001.7 S ,
NO GLaSURE ERRC1R Area = 104905.61 sq ft 2.40830 ar- ,
FI~OiYi ANGLE DI ST NOFtTH EAST TQ
WEST 2/5 AS PER m0FFI1'T CQURT
AL1T0 IN V E RSE
*****.START 999 » 67589 980-00t~'~ l7 5
5 INV N 0 05 28.0 lJ 321.2661 1 :;21. 14-lE0 979. 489,30 6
€a INV N '89 ;S 00. 0 E 1'0a 6c41 1321.97753 1110.11072 8
8 INV S 0 05 02.0 E 321.2917 1000.68621 1110.58113 13
1--3 INV s 89 38 40.0 4J 130.5835 999.87589 980. 00017 5
999.87589 980. 00017 5 NQ CLOSURE ERROR Ar°ea = 41955.76 sq ft Qi.9Eu26 ac
FROM ANGLE DIST iNOR7H EAST 't'o '
WEST 2-15 1I1NlJ5 WEST 20 FEET AS PFR h10FFI1'l' COURT
AUl'O INVERSE
S7ART 1000.00000 1000. Qt0d00 1
1 INV N 0 05 28.0 W 321. 27UV-c 13~1, c6h59 9s39. 4$9i~ 2
21-1 I NV N Sg 38 00.0 E 110.6239 1-321.97753 1110. 1107` 8 ,
a I NV S 0 05 02. 0 E 3 22 1. :2917 lnOO. 686` 1 111 Ga. 581 1; 13
1-~ INV S 89 38 40. 0 W 110. :-5 6? ► 1000. 2~0000 1000.00000 1 1 0007. 0elt~oo 1 000. 00000 1
NO GLQSURE ERROFf ArPa °35534. 40 sq f=t 0.81576 ac
.
- - . . ,
BEroRE,
THE Sl'4KAVE COUNTY DIVISION OF BUILDING ANU PLANNING
TN THE MATTER OF AN EXTENStON ) FINAINGS OF FACT,
UF TIME REi QUEST FOR SP-946-94, ) CONCLUSIONS AND
AN APPROVED PRELIMINARY ) DFCISION
SHQRT PLAT )
THIS MATTER, a request for 1n Extension of Timc f'rom Jny Naccarato has been received and
was decided upon, pursuant to the Spokanne County Subdivision Ordinance (Chapter 12.100.118)
and RCW 58.17.140, an the 17''' day of npril, 1997.
FINDINGS OF FAC"T AND CONCLUSIQNS
l. The individual signing below has been properly delegateci the responsibility for rendering
this decision by the Spokane County Director of Building and Planning.
1). The proPosal was to divide 0.83 acres into 2 lots for single fanlily dweUing And those
uses permitted in the unclerlying zone.
3. Tile subject preliminary plat was apprnved by Spokane Cotioty Division oC Building ancl
Planning on March 4''' 1994.
4. The proposal is locrited south of and adjacent ta VaUey Way, and east nf and adjacent to
Pierce Road, in the SW '/s of Section 16, Township 25 North, Range 44 E.VV.M., Spokaiie
Caunty, Wasliington.
5. The existing zoning of the property is Urban Residential-7 (UR-7)a which has remained
the same since the original preliminary plat approval and continues to canform.
6. The propnsal is located in an area designated as Urban by the Spokane Couilty
CUmprehensive Plan; which iias remained the same since the original preliminary plat
approval and continues tA canform to the Plail.
7. Spokane Goun1y ht-is established specific criteria for considering the extension of timc for
the expiration of preliminlry plats, short plats, or bindiug site plans. These criteria are
fauncl in Ch7pter 12.100.118 (Exlension of Time) oF the Spokane County Subdivision
Ordinance and have been used as a basis for this decision. The Fallowing are the relevant
sec;tion(s) of Chaptcr 12.100.118 and the Division of Buiiding and I'lanning response:
1) That same portion af the existinb preliminary subdivision or binding siCe plan has
been finalized since the project was approved and the remaining lots would f4rm a
unified clevelopment consistent with the original approval;
ItESPONSE: No portion or the originally approved Plat has been finalized.
2) That the pi•eliminary subdivision, short subdivisiona or binding site plan renutins
generally cansistent with the ariginal plat or binding site plan that was approved,
and the snonsor has taken substAntial steps towards finalizing the plat or bindings
site pIan, which shall include one, but is not limited ta the follovuing:
a. surveying the luts within the development,
b. arranging for public seivices ta the site,
C. abtaining necessacy linancing tor all ar a portion of the rreliminary
Sllbdlv1SIOI1, short subdivision, or binding site plan;
d. the completion o1' studies or other requirements wliich were part oI'
Preliminary subdivision, short subdivision, or binding site plan approval; .
RESPONSE: The applicani states the survey warlc has heen completed and that the
cielay lies in tinal alterations to the myla• ancl paying proPerty taxes ta the
satisfaction of the Spolcane County Treasurer.
Extension of Time T'indings rile No. SP-946-94 I'age 2
3) 'I'hai at the time preliminary approval was granted, development ot'the praposal was
conditioned uPon the extension of public services which are not yet available. This
Pravision sllall nnt appiy to public utility extension which the project sponsor wotild
normally fund.
RrSPUNSE: Nat Appl it;aUle
4) Thzt aciministrative delays have c;ausecl the inability of the applicant to finalize the
plat Nvithin the three (3) year time period.
RCSI'ONSr: Not Applieable
8. This request fur an extension of time, as conditioned, represents no significant change in
the anprnved uriginal preliminary plat and will not be adverse to the public health, safety
and general welrare.
9. No additianal canditions have been recommended by the various reviewing agencies And
deplrtments, including the County Divisinn of 13uilding and ['lanning, the Cowity
Division of Engineering ancl Roads and athers.
10. The foUowing agencies were sent notitication of the requcst for time extensian an
April 1", 1997, and have not responded:
Spokane County Parks Department
Spnkane County Fire District Na. 1
Moclern EleetriC Water Gompany
Central Valley Schdol District No. 356
11. Tlus is the lirst request for a time extension. The total life of ihe preliminary plat has
been approximately 3 years.
1 l. `fhe applicant/owner shAll shaw substantially greater progress toward complying w•ith
Sertion 12.100.118, of' the Subdivision Ordinance before requesting an additianat
extension of time.
AECISIAN
BASed upon the above rindings of Fact and Conclusioas, an Extension of Time request for
SN-946-94 is hereby AI'PROVED for tltree (3) years, specifically until May ls', 2000.
CONDITIUNS OF APPROVAL
Thnse previaus Conditions of Approval specified in tlle Spokane County Division of Building
rincl Planning's Findings ancl Derision dated March 4''' 1994, together with the follawing updated
ronditions:
SPOICANE COUNTY DIVISION OF BUILDING ANA PLANNING (UPDATED)
I. This time extension is anproved unti! May 15`, 2000. The flpplicant may request another
extension of time by submitting a written request approximately thirty (30) days prior to
the above expiratian date.
Subsequent extension of time will only he considered upan a finding of substantial
campliance witli Chapcer 12.100.118 (Eatensions of 'I'ime) of the Spolcane County
S«bdivision Ordinance; otherwise lhe preliminary suhclivision approval will become null
:tnd void.
3. Tlie applicant shall canlact the Division of F3uilding and Planning nt the earliest Possible
stage in order to be informeri of Code reqturements administeredfenforced as attthorized
by the State Building Code Act. Design/development concems include: addressing; fire
lpparatus access roads; fire hydrant/flow; approved waier systems; building accessibility;
construction type; occupancy classificAtion, exiting; exterior wall protection; and energy
code regulatians.
I
' . .
Cxtension of Time Findings File No. SP-946-94 Page 3
DA"i'L:ll 1'I IIS ] 7''' DAY Or APRIIa, 1997.
~Um~ ~ eanna C. Walter
Associate Planner
Under State La«r and County Orrlinance, you have 1.he right to anpeal this decision to the
Spokane County Henring Examiner. If you desire Io Fle an appeal, you must submit the
appropriwte Appeat Application togetlier with the required I+'ee, pAyable to the Spoklne
County Division of Building and Planning , within fourteen (14) calendar days from the date
this derisian is signed. Upun receipt of n complete appeal application, a public hearinb will
be sc:heduled.
lf you have any questions, please call the Division uf Builcling and Planning at 456-3675.
c: Spolcane Cotinty Divisinn of Engineering anci Roacls
Spokane County Division of Utilities
Spokzne Regianal I-Iealth District
Central Valley School District No. 356
Spokane Cnunty rire District No. 1
Modern Clectric Waier Company
Jay Naccarata, Owner
Charles Simpsan, Simpson Engineering, Surveyor
. • r-~ ~ . ~
BEFqRE THE SP4KANE COUNTY PLANr1ING DEPARTMENT RECEIVED
MaR 0 4 1994
IN THE MA1~'ER OF ) FINDINGS OF FACT, W"E.NC1NE~~'
SHqRT PLAT NO. SP•946-94 ) CONCLUSIQNS AND
DECISIUN ~
SP'OKAM COUNTY ENGINEER
THIS MATTER, an applicadon for subdivision of land, from Jay Naccarato has been
r€ceived and decided upon, pursuant to Spokane County Subdivision regularions, on the
J4 fhr, day of March, 1994.
FINDINGS OF FACT AND CONCLUSIQNS
1. The individual signing below has further been properly delegated the resgonsibility for
rendering the decision by the Spokane County Director of Pianning.
2. The proposal is to d.ividc approximately 0.83 acres into 21ots for residential uses and
those uses permitted in the underlying zone.
3. The proposal is generally located south of and adjacent to Valleyway and east of and
adjacent to Pierce Road in Section 16, Township 25 North, Range 44 E.W.M.
Spokane County, Washington.
4. The exiseng zoning of the property described in the applicarion is Urban Residential-7
(UR-7) (ZE-38-93) established in 1993; previously established as Urban Residential-
3.5 (UR-3.5) in on January 1, 1991 consistent with the Program to Implement the
Spokane County Zoning Code. Pursuant to RCW 58.17.195 the proposal does
conform to the requirements of the existing UR-7 zone.
5. T'he Spokane County Comprehensive Plan designates this area as Urban. The
development and uses proposed are generally in accord with this category.
6. The site contains an existing duplex dwelling unit. Surrounding uses are primarily
single family residences and duplexes.
7. The required public notice was provided for this proposal and agencies having a
potential interest in the project were notified and recommendations solicited.
8. No written comments were received from any adjoining property owners.
9. The site is located within the Public Transit Benefit Area (PTBA). The nearest available
bus route is approximately 1I4 mile away at the intersection of Bowdish Road annd
V alleyway.
10. The Spokane County Arterial Road Plan identifies Pierce Road as a local access strect
which will require an add.itional ten foot wide strip of right-of-way dedicadon.
Valleyway is designated as a Collector Arterial and will require ded.ication of a ten foot
wide strip of addidonal right-of-way and a five foot wide strip to be set aside as a future
acquisition area.
11. The proposal will be served by a public water system. Waste water disposal will be as
authorized by ihe Directors of Utilities.
12. The Central V alley School District (No. 356) has commented on the proposed short
plat. The District has indicated that existing school facilities are inadequate to serve the
proposed short plat and has requested that applicant negodate with the District to
provide appropriate capital facilities as required by the Revised Code of Washington
(RCVV) 58.17.110. Approval of this short plat should incIude conditions requiring that
provisions for appropnate facilities be in place prior to recording this final plat in the
form of a written agreement between the propeny owner and the school d.istrict..
+ A
FINDINGS AND DECISION SP-946-94 Page 2
13. The Spokane County Parks Department has commented on the proposed shorc plat.
The Parks Department has indicated that existing park facilities are inadequate to meet
current and projected needs and that they are in the process af drafang an ordinance for
a per lot park mitigation fee. Prior to implementadon of the ordinance, the Parks
Department requests, as a condition of plat approvaI, that project applicants reach a
voluntary nudgation agreement pursuant to the Revised Code of Washington (RCVV)
82.02 and RCW.17.110, or present to the Parks Depaz-tment a letter agreeing to abide
by the provisions of the mitigation ordinance once it is adopted.
14. Recognizing the recommended conditions and Spokane County development standards,
the proposed short subd.ivision makes appropriate provisions for the public health,
safety and general welfare and that the public use and interest will be served by platting
ehe proposed shore subdivision.
15. The subdivision pmposal is generally consistent with RCW 58.17 and the County
subdivision regulations, promoting the public health, safety and general welfare in
accordance wirh standards established by the State and Spokane County. The Planning
Department has considered the provision of public facilities as cited in RCW 58.17.110
(2). More specifically:
a. open spaces
b. drainage ways
c. public and/or private rights-of-way
d. transit
e . potable water
f. sanitary waste disposal
g. parks and recreation facilities
h. playgrounds
i. schools and schoolgrounds
j . sidewalks
16. The project is exempt from environmental review under the State Environmental Policy
Act pursuant to WAC 197-11-800 (6) (a).
DECISION
Based upon the above noted Find.ings of Fact and Conclusions, Short Plat Application
SP-946-94 is hereby APPROVED until April 1, 1997, subject to conditions nated
below. Most of the conditions of approvai shall be accomplished by the applicant andlor
sponsor prior to finalization of the short subdivision. This decision is final unless
appealed in vc•riting, consistent with adopted appeal procedures.
PLANNING DEPARTMENT CONDITIONS
1. All cond.itions imposed by the Planning Department shall be binding on the
"Applicant", which term shall include the owner or owners of the praperty, heirs,
assigns and successors.
2. The proposal shall compiy with the Urban Residendal-7 (UR-7) zone, as amended.
3. The final plat shall be designed substantially in conformance with the preliminary plat
of record. No increase in density or number of lots shall oc:cur without a cha.age of
condition application submittal and approval.
4. The Planning Director/designee shall review any proposed final plat to ensur+e
compliance with these Findings and Conditions of 1lpproval.
5. Appropriate road name(s) shall be indicated.
6. The preliminary glat is given eonditional approval for three (3) years, specifically to
April 1, 1997. The applicant may request an extension of time by submitting a written
request approximately forty-five (45) days prior to the above expiration date.
FINDINGS AND DECISION SP-946-94 Page 3
7. Appropriate utility easements shall be indicated on copies of the proposed final plat.
Written approval of utility easements by appropriate urility companies shall be received
with the submittal of the final plat.
8. Three (3) cunrent certificates of title shall be furnished to the Planning Departinent prior
to Filing the final plat.
9. The Spokane County Planning Department shall prepare and record with the County
Auditor a Title Notice speGifying a future land acquisirion area for road right-of-way
and utilities. T'he reserved future acquisition area Title Notice shall be released, in full
or in part, by the Planning Department. The notice should be recorded within the same
time frame as an appeal and shaU provide the following:
a. At least S feet of reserved future acquisition area for raad right-of-way and
utilities, in addition to the existing and/or newly dedicate.d right-of-way along
Valley Way. NOTE: The County Engineer has required 10 feet of new
deriication.
b. Future building and other setbacks required by the Spokane County Zoning Code
shaU be measured from the reserved future acuisition area.
c. No required landscaping, parking, '208' area.s, drainfield or allowed signs should
be located within the future acquisition area for road right-of-way and udlities. If
any of the above improvements are made within this area, they shall be relocated
at the applicant's expense when roadway improvements are made.
d. The future acquisition area, until acquired, shall be private property and may be
used as allowed in the zone, except that any i.mprovements (such as landscaping,
parking, surface dra.inage, drainfield, signs or others) shall be considered interim
uses.
10. The finai plat map shall iodicate by a clear, dashed line the required yazd setbacks from
all private, "Tract X" or public roads. The dedicaaon shaU contain the following
statement:
"Side yard and rear yard setbacks shaU be detemvned at the ame building permits are
requested unless these setbacks are specifically drafted on this final plat/binding site
plan. 1'he setbacks indicated on this plat/binding site plan may be varied from if proper
zoning approvals are obtained."
11. A plan for water faciliti.es adequate for domestic service and fire protection shall be
approved by the water purveyor, appropriate fire procection district, County Building &
Safety Department and County Health District. The agencies will certify on the Water
PIan, prior to the filing of a final plat/binding site plan, that the plan is in conformance
with their respecdve needs and regulations. The Water Plan and certification shaU be
drafted on atransparency suitable for reproduction and be signed by the plat/binding
site plan sponsor.
12. The water purveyor shall certify that appropriate contractual arrangements and schedule
of improvements have been made witli the plat/bind.ing site plan spoasor for
construction of the water system in accordance with the appmved Water Plan. The time
schedule shall provide for compledon of the vvater system and inspection by the
appropriate health authorities prior to application for building pemiits within the final
platlbinding site plan. The arrangements or agreements shall include a prvvision
holding Spokane Counry and the purveyor harmless from claims by any lat purchaser
refused a building permit due to the failure of the subdivision sponsor to satisfactorily
complete the approved water systc;m.
13. The final plat dedication shaU contain the followi.ng statement:
"The public water system, pursuant to the Water Plan approved by county and state
health authorities, the local fire protection district, County Building & Safety
Department and water purveyor, shall be installed within this subdivision or binding
site plan, and the applicant shaU provide for individual domestic water service as well
as fire protection to each lot prior to Sale of each lot and prior to issuance af a building
pennit for each loc."
FINDINGS AND DECISION SP-946-94 Page 4
14. No building permit will be issued for any lot vvithin the final plat until certified by a
Washington state-licensed engineer that "the water system has been installed pursuant
to the appraved Water Plan for the final plat/binding site plan," inclucling a signed
license stamp. The cenification may be in the form of a letter, but is preferred to be
cesdfied on a copy of the Water Plan as a schematic map showing the "as-built" water
system.
15. The Water Plan and che above four (4) conditians of approval regarding the Water Plan
may be waived by the Planning 1?irector/designee upon receipt of letters from the
appropriate water purveyor and fire protection district stating that simple coruiections to
an existing, approved water system will provide adequate domestic and fire protection
water to ensure the public health, safety and general welfare.
16. A survey is required prior to the filing of a final plat.
17. The Owner shall negotiate with the Spokane County Parlcs Department and
submit a recorded copy of a voluntary agreement making provisions for public
parks prior to finalization and recording of this plat. The agreement shall
provide a written description of the subject property to which the agreeruent
applies and also state the dollar amount and any other agreed to mitigating
measures.
The Owner shall also norify any potential purchasers who have made an
agreement to purchase property within said plaz pursuant to the Revised Codz
of Washington (58.17.205), that adequate provisions for parks must be made
conditioned on a future agreement between the plattor and Spokkanne County
Parks Departmenc.
Voluntary agreements between the Owner and Spokane County Parks
Department shall conform to the requirements of the Revised Code of
Washington Chapter 82.02.
18. The Owner shall negotiate with the Central Valley School District No. 356 and
subrYUt a recorded copy of a voluntary agreement making provisions for public
schools prior to finalization and recording of this plat. The agreement shall
provide a written descriprion of the subject groperty to which the agreement
applies and also state the dollar amount and any other agreed to mitigating
measures.
The Owner shall also notify any potential purchasers who have made an
agreement to purchase proPerty within said plat pursuant to the Revised Code of
Washington (58.17.205), that adequate provisions for school facilities must be
made conditioned on a future agreement between the plattor and schcaol districG
Voluntary agreements between the Owner and School District shall conform to
the requirements of the Revised Code of Washington Chapter $2.02.
COUNTY ENGINEER'S DEPARTMENT CONDITIONS
1. The conditional approval of the plat is given by the County Engineer subject to
dedication of right-of-way and approval of the road system as indicated in the
preliminary plat of record.
2. Plans, profiles, and cross-sections as designed to County standards showing proposed
street centerline and curb grades shall be submitted to the County Engineer for approval
prior to construction and/or the filing of each final plat; road plans to be prepared under
the direction of a licensed Professional Civil Engineer.
3. Drainage plans and design calculadons showing the alignment of drainage facilities
shall be submitted to the County Engineer for apgraval prior to construction and/or the
filing of the final plat. Drainage plans to be prepared under the direction of a licensed
Professional Civil Engineer.
FINDINGS AND DECISION SP-946-94 Page 5
4. ConstTUCtion within the proposed public streets and easements shall be performed
under the d.irect supervision of a licensed engineer/surveyor, who shall furnish the
County Engineer with "as-built" plans and a certificate in writing that all improvements
were instaUed to the lines and grades shown on the approved construction plans and
thac all disturbed monuments have been replaced.
5. No construction work is to be performed within the existing or proposed public right-
of-way until a permit has been issued by the County Engineer. All work is subjeet to
inspection and approval by the County Engineer.
6. All construetion within the existing or proposed public right-of-way is to be completed
prior to filing each final plat, or a bond in the amount estimated by the County Engineer
to cover the cost of construction of improvements, construction certification, "as-built"
plans and monumenting the street centerlines shall be filed with the County Engineer.
7. Individual driveway access permits are required prior to issuance of a building permit
for driveway approaches to the county road system.
8. Dedication of 10 feet of additional right-of-way along Valley Way is required.
9. Dedication of 10 feet of additional right-of-way aloag Fierce Road is required.
10. Existing county roads provid.ing direct access to the plat shall be paved and/or curbed to
Spokane County standards.
11. Sidewalks are required along the arterial on Valley Way.
12. The word "appiicant" shall include the owner or owners of the property, his heirs,
assigns and successors. 13. To construct the road improvements stated herein, the applicant may, with the approval
of the County Engineer, join in and be a willing participant in any petition or resolution
which purpose is the farmation of a Road Improvement District (RID) for said
improvements, pursuant to RCW 36.88, as amended. At such time as an RID is
created or any Road Improvement Project is sancdoned by Spokane County, the
improvements required (curb, sidewalk, drainage control and paving to existing
pavement) will be at the sole expense of the undersigned owner(s), their heirs, grantees
and assigns. This provision is applicable to Valley Way.
14. As an alternative method of constructing the road improvements stated herein, the
applicant may, with the apgroval of the County Engi.neer, accomplish the road
improvements stated herein by joining and participadng in a County Road Project
(CRP) to rhe extent of the required road improvements. At such time as an R.ID is
created or any Road Improvenzent Project is sanctioned by Spokane County, the
improvements required (curb, sidewallc, drainage control and paving to existing
pavement) will be at the sole expense of the undersigned owner(s), their heirs, grantees
and assigns. This provision is applicable to VaUey Way.
15. The following statement shall be placed in the plat dedi.cation:
'The owner(s) or successor(s) in interest agree to authorize the County to place
their name(s) on a Petition for the formation of a Road ImProvement District
(RID) by the petition mediod pursuant to Chapter 36.88 RCW, which petition
includes the owner(s)' property, and further not to object, by the signing of a
ballot, to the foanation of an RID by the resolution method pursuant to Chapter
36.88 RCW, which resolucion includes the owner(s)' property. If an RID is
formed by either the petition or resolution method as provided for in Chapter
36.88 RCW, the owner(s) or successor(s) further agree:
(a) that the improvement(s) or con.struction contemplated within the proposed
RID is feasible;
(b) that the benefits to be derived from the fomlation of the RID by the property
included therein, together with the amount of any County participation,
exceed the cost and expense of formation af the RID; and
(c) that the property within the proposed RID is sufficiently developed.
FINDINGS AND DECISION SP-946-94 Page 6
Provided further that the owner(s) or successor(s) shall retain the right, as
autharized under RCW 36.$8.090, to object to any assessment(s) on the
property as a result of the improwements called for in conjunccioA with the
formation of an RID by either petition or resolution method under Chapter
36.88 RCW, and to appeal to the Superior Court the decision of the Board
af County Commissioners affirming the final assessment roll.
It is further agr+eed that at such time as an RID is created or any Road
Improvement Project is sancdoned by Spokane County, the improvements
required (curb, sidewalk, drainage contol and paving) will be at the sole
expense of the undersigned owner(s), their heirs, grantees and assigns
without participation by Spokane County.
The RID waiver contained in this agreement shall expire after ten (10) years
from the date of execudon below. However, the owner(s) or successor(s)
agree that if said RID waiver expir+es withaut conStruction of the required
improvements, the owner(s) or successor(s) agree to construct the required
improvements at their own expense, pay to Spokane County the then
estimated cost of the required improvements to enable the County to
complete the same, or furnish a bond or other secure method suitable to the
County (which may include the execution of another RID waiver agreement)
providing for or securing to the Counry the actual construction of the
improvements.
All of the requirements of this agneement shall run with the land and shall be
binding upon the owner(s), their successor(s) or assign(s)." This provision
is applicable to Valley Way.
16 The Counry Engineer has designated Typical Roadway Section Number one, Collector
Arterial standard for the improvement of Valley Way, which is adjacent to the proposed
development. This will require the addition of approximately 10-12 feet of asphalt
along the frontage of the development. The construcdon of eurbing and sidewalk is
aiso required.
17. The County Engineer has designated Typical Roadway Section Number One, Local
Access standard for the improvement of Pierce Road, which is adjacent to the proposed
development This will require the addition of approximately 8-10 feet of asphalt along
the frontage of the development. The construction of curbing and sidewalk is also
required.
18. The propdsed subd.ivision shall be iniproved to the standards set forth in Spokane
County Board of Commissioners Resolution No. 80-1592, as amended, which
resoludan establishes regulations for roads, approaches, drainage and fees in new
construction.
19. Tbe County Engineer has examined this development proposal and has determined that
the impact of this proposal upoa the exi.sting county road system warrants the
dedication of additional right-of-way and the roadway improvements herein specified.
20. The applicant shall dedicate the applicable radius on Valley Way and Pierce Road
21. The County Arterial Road Plan identifies Valley Way as a Collector Arterial. The
existing right-of-way width of 40 feet is not consistent with that specified in the Plan.
In arder to implement the Arterial Road Plan, in addition to the required right-of-way
dedication, a strip of property S feet in width along the Valley Way frontage shall be set
aside in reserve. This pmperty may be acquired by Spokane County at the time when
arterial improvements are made to Valley Way.
22. There may exist utilities, either underground or overhead, affecting the subject
property, including property to be ded.icated or set aside for future acquisition.
Spokane Counry assumes no financial obligation for adjustments or relocation
reganiing these utilities. Applicant(s) should check with the applicable utility purveyor
and the Spokane County Engineer to de(enrune whether applicant(s) or the utiliry is
responsible for adjustment or relocation costs and to make arrangements for any
necessary work.
FINDIINGS AND DECISION SP-946-94 Page 7
COUNTY HEALTH DISTRICT CONDITIONS
1. The final plat shall be designed as indicated on the preliminary plat of record and/or any
attached sheets as noted.
2. Appropriate urility easerrients shall be indicated on copies of the pr+eliminary plat of
rzcord for disbriburion by the Planning Deparnnent to the utility companies, Spoka.ne
County Engineer and the Spokane County Health District Written approval of the
easements by the utility companies must be received prior to the submittal of the final
plat.
3. Sewage disposal method shall be as authorized by the Director of Utilities, Spokane
County.
4. A sewer maintenance agreement shall be created/maintained fQr this project; and shall
include:
1) Purpose: The purpose of this agreement is to provide for the utilizatioa and
maintenance of a common on-site sewage disposal system consisting of a singular
sepac tank and/or drainfield. It is the common interest of the parties whose premises
are on separate lots to be responsible for the operation and properties using the sewage
system and located on a separate property.
2) Financial Assurance: The owners of the lots, tracts, parcels using thc sewage
system shall agree to equally share the total cosLs of the needed repair, replacement,
reconstrucdon, or other procedure necessary to restore the sewage system. Failure of
the property owners to perfarm the work necessary to restore the system will result in
Spokane County Health District ordering the wark to be completed with all costs
associated therewith to be shared among property owners using the sewage system.
5. Water service shal.l be coordinated th.rough the Director of Utilities, Spokane Counry.
6. Water service shall be by an existing public water supply when approved by the
Regional Engineer (Spokane), State Department of Health.
7. Prior co filing the final plat, the sponsor shall demonstrate to the satisfaction of the
Spokane County Heaalth District that 3n adequate and potable water supply is available
to each tract of the plat.
8. Prior to filing the final plat, the sponsor shall present evidence that the plat lies within
the recarded service area of the water system propcased to serve the plat
9. Disposal of sewage effulent beneath paved surfaces is currently pmhibited.
10. Subject to specific application apparoval and issuance of perm.its by the hea.lth officer,
the use of (an) individual on-site sewage disposal system(s) may be authorized.
11. The dedicatory language of tbe plat will state: "Subject to specific application approval
and issuance of permits by the Health Officer, the use of individual on-site sewage
systems may be authorized."
~
('12 The dedicatory language on the plac shall state: "LJse of private wells and water
systems is prohiUited."
13. The plat dedi.cation will contain a statement to the effect that: "The public water system,
as approved by county and state health authorities, the local fire district and purveyor,
will be insralled within this plat, and the subdivider will provide for individual domestic
water service as well as fire protecrion to each tract prior to sale of each tracc"
CnUNTY UTILITIES DEPARTMENT CONDITIONS
1. Pursuant to the Boazd of County Commissioners Resoludon No. 80-0418, the use of
on-site sewer disposal systems is hereby authorized. This authorization is cond.idoned
on compliance with all rules and reguladons of the Spokane County Health District and
is further conditioned and subject to specific applicarion approval and issuance of
permits by the Health District.
FINDINGS AND DECISION SP-946-94 Page 8
2. The dedication shall state:
"The owner(s) or successor(s) in interest agree to authorize the Counry to place their
name(s) on a petition for the formadon of ULID by petition method pursuant to RCW
36.94, which perition includes the owner(s)' property; and further not to object by the
signing of a pmtest petidon against the fornaarion of a ULID by re,solution method
pursuant to RCW Chapter 36.94 which includes the owner(s)' property. PROVIDED,
this condition. shall not prohibit the awner(s) or successor(s) from objecting to any
assessment(s) on the property as a resuit of improvements called for in conjunction
witb the formadon of a ULID by either petition or resolution method under RCW
Chapter 36.94."
3. Any water service for this project shall be provided in accordance with the Coordinated
Wacer System Plan for Spokane County, as amended.
4. The dedication sha11 state: Each new dwelling unit shall be double-plumbed for
connecrion to future areawide collection systems.
BLIILDING AND SAFETY DEPARTMENT CONDITIONS
1. The applicant shall contact the Department of Buildings at the earliest possible stage of
design/development in order to be informed of code re,quirements
administered/enforced as authorized by the State Building Code Act.
Design/development concerns include: FIlZE APPARATUS ACCESS ROADS; FIRE
HYDRANT/FLOW; APPR4VED WATER SYSTEMS; BUILDING
ACCESSIBILITY; CONSTRUCTION TYPE; OCCUPANCY CLASSIFICATION;
ExITING; EXTERIOR WALL PROTECI'ION; AND ENERGY CODE
REGULAI'IONS.
Approved the day of March, 1994.
~ ~
!
~ n. ' 'i~'.~ ~
PED RSON,
NIOR PLANNER
for Steve Davenport, Planner I
Under State Law and County Ordinance, you have the right to appeal this decision to the
Spokane County Hearing Examiner Comrnittee. Upon receipt of an appeal, a public hearing
will be scheduIed. If you desire to file such an appeal, you rnust subrnit a letter along with the
correct pzncessing fee, payable to the Spokane County Planning Department, within ten (10)
calendar days from the date this decision is signed.
If you have any questions, please call the Planning Department at 456-2205.
pc: County Engineer
County Utilities
CQUnty Health District
County Building & Safety
Coun[y Parks
S chool Di strict
Sponsor
Surveyor
Parties of Record
File
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S i' O K A N Ia t ~ . C O V N'[' Y
OFFiCE nF TI IE CQUNTY CNC,IhJEER • A DlViSiQN Of T11L• PUOI IC WURKS DEPARnIENT
Ronalcl C. 1 larmann, 1'.C., Cutinfy Cngineer pennis h!. Scott, T'.C., Dtreclor
ArRrcMCNT ro rAY r Ecs
ENCINEEIt'S AGRCEMENT NUMttElt S ~ 9 L} (I
4 •
Tliis agrecmenl between Spnkane County ancf 4A ~C/z.~~
n ers~n
whose interest in (he project is _ ol
r.,, ti.t. owncF, agcni, ric.)
is entered into this 7,~ daY of L/Z v , d v . Titis agreemenl is anplicable to ilie pro1'ect
known as:
(pt?qect r'~t e i e otinsUff)
~
"at tlte inclivicluals and rnrties narnecl Iierein as Itaving aii interest in tlie aUave clescribecl prorerty or
projcct agrce to tlte following:
l. Reirnburse Spokane Gounty for projeet revicw anci inspeclion fces as srecifiecl in
Chapter 9.14 nf lhe Srokane County Coele. Tlie fees will b.: bnsecl oii Ac(ual salary
eosts ineurrecl by Spnkane Cc)unty for projeet reviews ancl / ar inslieetic~ns rlus a ten
rercent aclministrative cliarge, ancl will tie billed nioiitlily as accrtied. Any final
billing arnounts, to Inctucfe any Iate fees ot any otlier exncnscs incurrcd in tlle
collectjon of an overclue accauiit r»ust be paid prior ta tlie Cotinty's accentance of
ilie rroject for filing.
2. The unciersigneci ngrees tliat tliese fees are cfue ancf payable urnn reeeint of the
billing as srecifiecl abnve.
3. Any invoices not paicf witliin 30 days of tlie invoice cfate will be subjectecl to a late
fee cltarge nf l"lo per rnantli (12°l0 per year) on tlte unnaicl balance of tlie accouilt
ancl any acerueci late fee cltarges. In aclclitian, if any outstanclirig brlanee on tlie
aceount for tliis nroject is not ra'tc1 witliin 30 days of ilie invoice ciale, no fiirtller
reviews of tlie rroject documents will be conctucted until tlie entire account balance
is raicl. Any batance on the account for tltis project not raicl witliin 65 cfays nf tlie
invoice date may result in legtil actian or tlie initalion of atlier callection pruceclures,
inelucfing referral to a collection agency. 17ie Sponsar will be liable for any anJ all
exrenses inctirrecl by ilie Caunty Cur ilie collection of overdue acGatints.
4. 1he montltly billing slioulcl be sent lo tlie attention of:
NAME: , v /~f1~ ~'~-~A ~0
ADDRESS:
. f
CITY. STATE:
Z1P CODE:
PI lON C
~
I unclerstancl t1i1t failure to nay iliese fees may result in dclay in completion or anproval of ilie project or
other rossible sanctions.
❑ 1f tliis fee ogrcentcnt is coiiiplelccl by someone atlier tlian llic Sponsar (i.e., tlie
project owticr or a nrinciral in Ilte firm spansnring tlie rrnjeet), sticlt as tlie Engineer
clesigning thc rrojcci, Ilicn wrilten nutliorization frotn tlie Sponsor specifically
autltorizing 11ie Agent tn execule lliis 1%e Agreentento,► is attac;li cl tn llt'ts Fee
Agrcemcnt.
~
SICiNA'I'URE By:
(f'it1NT NAME) RETURN YELI.OW CQI'Y TO Si"'iOKANC CUUN'I'Y +'N(:INECRS
kvVlsdreemcn_[ce 8120A3 11
! y
OFFICE OF THE SPOKANE COUNTY ENGINEER
1026 W Broadway Ave, Spokane, WA 99260-0170 (509)456-3600 Fax 324-3478
-SHORT PLAT REQUIREMENTS-
TO: Spokane County Planning Department, John Pederson
FROM: Division Of Engineering & Roads, Scott Engelhard S£
DATE: February 18, 1994
SIIBJECT: SP t 946 1 NACGARATO* JAY
The followinq "Conditfons of Approval" for the above referenced subdivision
are eubmitted to the 8pokane County Plannfag Department for iaalusion in tbe
"Findfaqs and order" sbould the short plat be approved.
E 1 That conditional approval of the plat by the County Engineer is given
subject to dedication of Right-of-Way and approval of the road system as
indicated in the preliminary plat of record.
E 2 That plans, profiles and cross sections as designed to County standards
showing proposed street centerline and curb grades be submitted to the
County Engineer for approval prior to construction and/or the filinq of
a final plat; road plans to be prepared under the direction of a
licensed Professional Civil Engineer.
E 3 That drainage plans and design calculations showing the alignment of
drainage facilities be submitted to the County Engineer for approval
prior to construction and/or the filinq of the f inal plat. Drainage
plans to be prepared under the direction of a licensed Professional
Civil Engineer.
E 5 Construction within the proposed public streets and easements shall be
perforroed under the direct supervision of a licensed engineer/surveyor,
who shall furnish the County Engineer with "As Built" plans and a
certificate in writing that all improvements were installed to the lines
and grades shown on the approved construction plans and that all
disturbed monuments have been replaced.
E 6 No construction work is to be performed within the existing or proposed
Public Right-of-Way until a permit has been issued by the County
Engineer. Al1 work is subject to inspection and approval by the County
Engineer.
E 7 All construction witbin the existing or proposed Public Right-of-Way is
to be completed prior to filing the final plat or a bond in the amount
estimated by the County Engineer to cover the cost of construction of
improvements. construction certification, "As Built" plans and
monumenting the street centerlines shall be filed with the County
Engineer. E12 The applicant should be advised that individual driveway access permits
are required prior to issuance of a building permit for driveway
approaches to the County road system.
E13 Dedication of 10 feet of additional Right-of-Way along vailey Way.
E13 Dedication of 10 feet of additional Right-of-Way along Pferce RoaB.
E16 Existing County roads providing direct access to the plat shall be paved
and/or curbed to Spokane County standards.
E18 That sidewalks are required along the arterial(s) on ValleV WaX.
E19 The word "applicant" shall include the.owner (s) of the property, his/her
heirs, assigns and successors.
E20 To construct the road improvements stated herein, the applicant may,
with the approval of the County Engineer, join in and be a willing
participant in any petition or resolution which purposes is the
formation of a Road Improvement District (RID) for said improvements
pursuant to RCW 36.88, as amended. At such time as an RID is created or
1 ~
SHORT PLAT : -9 4 6 NACCARATO r JAY 2
any, Road Improvement Project is sanctioned by Spokane County, th~e
improvements required (curb, ~sidewalk, dra~inage control and paving to
exist-ing pavement) will be at the sole: expense of the undersigned o.wner,
their heirs, grantees and assigns. This. provision is applicable to
valleV Way,.
E21 As an alternative method of constr.ucting -the road improvemen;t stated
here-in,, the applicant may, with the. appr-oval of the Courity Engirieer,
accoimplish the road iniprovements stated herein by join'ing .and
participating in a County Road Project ('CRP) to the extent of the
requ ired. r,oad 'improvement. At such t-ime as an RID is created or any
Road Improvement Project is s'anctioned -by Spokane County, the
improvements required (curb, sidewalk, drainage c.ontrol and paving to
existing pavement) will be at the sole :expense of the -undersigned owner,
the"ir heirs, grantees and assigns. Th_is provis-ion is applicable to
Valley Way.
E22 That the following statement shall appear within the dedicatory language
of the final plat: The owner.('s,) or successor(s) in interest agree to authorize Spokane
County to place their name(s) on _a= petition for the forma-tion of a
'Road Improvement District (RID) -by the petit-ion method pursuant to.
Chapter 36.88 RCW, wh=ich petition includes the owner (;s) pr.operty, and
~further not to object, by. ttie s`igning of a ballot, ttie formation of
. a RID by the resolution method pursuant to Chapter 36.88 RCW, wh-ich
resolution includes the owner(s) property. If a RID is formed by
e'ither the petition or resolution-method, as provided for in Chapter
3 6. 8,8 RCW, the owner ( s) or successor ( s) further agree :(1) that the
improvements or construction,contemplated-within the~proposed RIDIs
feasible, ( 2-) That the benefits to :be derived from the formation of
the RID by the proper-ty included therein, together with the amount
of any County participation, exceeds the cost and expense of format-ion
of the RID; and (3) that the property within the- proposed RID is
sufficiently developed. Provided, further, the owner(.s) or
successor(,s) shall retain the r-ight, as authorized under RCW
36.88. 090, to object to any assessment (s) on the propert.y as a r-esult
of the improvements called :for iii-canjunction with the - format-ion of
a RID by either petition or resolution method under Chapter 36.88 RCW,
and to -appeal to the Superior Court the decision of the Board of
Count.y Commissioners affiriming the final assessment roll. 'It is
further agreed that at such time as an RID is created or any -Road
Improvement project is sanctioned by Spokane County, the improvements
required (curb, sidewalk, drainage control and paving), wi-11 be at the
sole expense of the undersigned owner, their heirs, qrantees and
assigns without participation by Spokane County.
The RID waiver contained in this agreement shall expire after ten
('10 years f rom the date of execution below. However-, the owner ( s)
or successor- (s) agree that if said RID waiver expires without
constructrion of the -required improvements, the owner(s) or
successor(s) agree to. constr_.uct the_ required improvements at their own
expense- pay to Spokane County the then estimated cost, of the requ-ired
improvements to enable the County to complete the same; or furnish a
bond or,other secure method 'sui=table to. the County (which may include
the execution of another MD. waiver .agreement) , providing for or
securing to the County the actual constkuction of the improvements.
All of the requirements of this -agreement shall run with the land and
shall be binding upon the owner(s), their successor(s) or assign(s,).
Th-is provision is applicable to Valley Way.
E24 The County Engineer has designated Typical-Roadway Sect-ion Number onei
Collector Arterial Standard for- the improvement of oalley Way which,is
adjacent - to the proposed development. This will require the addition of
approximately 10-12 feet of asphalt along, the frontage of the .
deve-lopment. The construction_of curbing and sidewalk is also required. '
~
SHORT PLAT: ~ 946 / NACCARATO, JAY 3
E24 The County Engineer has designated Typical Roadway Section Number Onei
Local Aecese Standard for the improvement of Pierae Road which is
adjacent to the proposed development. This will require the addition of
approximately 8-10 feet of asphalt along the frontage of the
development. The construction of curbing and sidewalk is also required.
E32 The proposed plat shall be improved to the standards set forth in
Spokane County Board of Commissioners Resolution No. 80-1592, as
amended, which establishes requlations for roads, approaches, drainage
and fees in new construction.
E33 The County Engineer has examined this development proposal and has
determined that the impact of this proposal upon the existing County
Road System warrants the dedication of additional Right of Way and the
roadway improvements herein specified.
E38 Applicant shall dedicate the applicable radius on valley Way and Pierce
Road.
E61 The County Arterial Road plan identifies valley Way as a Collector
Arterfal. The existing right of way width of 40 feet is not consistent
with that specified in The Plan. In order to implement the Arterial
Road Plan it is recommended that in addition to the required riqht of
way dedication, a strip of property 5 feet in width along the Vallev Aay
frontage be set aside in reserve. This property may be acquired by
Spokane County at the time when Arterial Improvements are made to valley
Way.
E90 The applicant should be advised that there may exist utilities either
underground or overhead affecting the applicants property, includinq
property to be dedicated or set aside for future acquisition. Spokane
County will asswne no financial obligation for adjustments or relocation
regarding these utilities. The applicant should check with the
applicable utilities and Spokane County Engineer to determine whether
the applicant or utility is responsible for adjustment or relocation
costs and to make arrangements for any necessary work.
/
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°PAGE 2 15:05:33 25 JAN 1994 0
°Road# Road Names.......... MPost. Reference Descriptio Road Log Info......... .
° 00.990 ARGONNE RD (ONE WAY U 17 PAVED 400
° 01.050 M-IJLLAh' RD (ONE WAY N U 17 PAVED 20
° 01.120 WILLOW RD U 17 PA`lED 200
° 01.240 LOCUST RD U 17 PAVED 20
° 01.360 FARR RD U 17 PAVED 200
005112 VALLEYWAY AV 00.000 WALNUT RD U 19 PAVED 20
° 00.060 HERALD RD U 17 PAVED 200
° 00.190 FELTS RD U 17 PAVED 20
° 00.310 RAYMOND RD U 17 PAVED 200
° 00.440 UNIVERSITY RD U 17 PAVED 20
° 00.500 VAN MARTER RD U 17 PAVED 200
° 00.690 PIERCE RD (END) U 17 PAVED 20
° 00.790 SKIPWORTH RD U 17 PAVED 200
° 00.940 BOWDISH RD U 17 PAVED 20
° 01.010 BATES RD (START) U 17 PAVED 300
° 01.190 UNION RD TJ 17 FAVED 20
° 01.440 SR 27 (PINES) U 17 LIGHT BITUM. 200
° 01.820 WOODLAWN RD U 17 LIGHT BITUM. 20
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°PAGE 3 15:06:41 25 JAN 1994 °
°Road# Road Names.......... NlPost. Reference Descriptio Road Log Info..........
° PIERCE RD 00.060 NIXON AV (END) U 19 PAVED 240
° PIERCE RD (END) 00.120 VALLEYWAY AV U 19 PAVED 24
003742 PIERCE RD (START) 00.000 BROADWAY AV U 19 LIGHT BITUM. 200
° PIERCE RD 00.060 MALLON AV (END) U 19 LIGHT BITUM. 20
~ 00.120 CATALDO AV (END) U 19 LIGHT BITUM. 200
~ 00.250 BOONE AV TJ 19 I.I GHT BITUI!'[. 20
0 00.440 MAXWELL AV ( END ) U 19 LIGHT B ITUM . 200
° PIERCE RD (END) 00.500 MISSIlJN AV U 19 LIGHT BITUM. 20
003795 PIERCE RD (START) 00.000 LACROSSE AV (START) U 19 PAVED 260
° PIERCE RD 00.040 ROCKWELL AV (END) U 19 PAVED 26
° PIERCE RD (END) 00.100 UPRIVER DR. U 19 PAVED 260
003741 PIERCE RD (START) 00.000 ALKI AV U 19 LIGHT BITUM. 24
° PIERCE RD (END) 00.050 SPRINGFIELD AV (STAR U 19 LIGHT BITUM. 240
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°PAGE 2 15:06:38 25 JAN 1994 0
°Road# Road Names.......... MPost. Reference Descriptio Road Log Info..........
~ 00.900 23RD AV U 19 PAVED 400
~ 00.970 22ND AV U 19 PAVED 40
~ 01.030 21ST AV U 19 PAVED 400
~ 01.090 20TH AV U 19 PAVED 40
Q 01.160 19TH AV U 19 PAVED 400
~ 01.220 18TH AV U 19 PAVED 40
~ 01.280 17TH AV U 19 PAVED 400
~ 01.340 16TH AV U 19 PAVED 40
0 01.600 12TH AV U 19 LIGHT BITUP+I. 300
0 01.660 11TH AV U 19 LIGHT BITUM. 20
~ 01.720 lOTH AV U 19 LIGHT BITUM. 200
Q 01.780 9TH AV U 19 LIGHT BITUM. 20
0 01.850 STH AV U 19 LIGHT BITUM. 200
a 01.910 7TH AV U 19 LIGHT BITUM. 20
~ 01.970 6TH AV U 19 LIGHT BITUM. 200
~ 02.100 4TH AV U 19 PAVED 36
° PIERCE RD (END) 02.130 3RD AVE (END) U 19 PAVED 360
°03740 PIERCE RD (START) 00.000 MAIN AV . U 19 PAVED 24
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S PC:) K~ N vt C~ tt 1-4 T Y
PLAIo1NING DEPAhaTMFNT WA[.LdS D. HUR?3AR17, DTR&C"1'QR
MEMORANDUM
`PO: Division of Engineering and Roads
Division nf Utilities
Division of Buildings RECE VED
Spokane County Health I?istrict
Spcakane County Parks Dcpartment
Spokane County Fire Distnct # 1 JAN 2 41994
Modern Eiectric Water Co.
Cenrral Valley Sehool District SPOKANE COUUTY ENGINEEJI
~
FROM: Steve Davenport, Planner 1~~~ ~
~
DATE: January 24, 1994
SUBJECT: Preliminary ShArt Plat SP-946-94
Attached is a copy of the applicarion and proposed preliminary Short Plat map submitted by
Jay NNaccarato for the subd.ivision of .8 acres into 2 residential lots for those uses allowed
in the underlying Urban Residential-7 (UR-7) zone, which may include duplcxes.
Ple,ase review this proposal and return your comments and recommendations by February
3, 1994. If you have any questions regarciing chis file, you may eontaet me at 456-2205.
Please direct any written response to Steve Davenport.
Thank you for your prompt attentioil.
rP
Enclosures
c: Jay Naccarato, 4321 S. Chapman, Greenacres WA 99016
Charles Simpson, 903 N. Argonne Road, Spokane WA 99212
WLi1"111`61~iIe()ATa~'e'A1° Ab+F~iUE • S:'OteARE, ~Vtl4 I INGaK);ti 99260-0240 •
J f`y' . . ~r •
~ . r*.
A
SPOKANE COUNTY PLANNING
' PRELIMxNARI.' SHORT PLA.'T APPLICA.TIC)N
' PArzT x
A. GEN,ERAL INFORMATTO~L
NA3v'1E OF APPL.TCANT/REPRESrNTt1 TIti'E: ^1AY d& 6 6 A A/'`t 7-0
MAILTNC ADDRESS: 1 ~i .~1/ ~/`~i~•~/~'r/~/~
CITY. r ~i~CZ~~ S'''ATC: L✓~• ZIP:
PFiOh'E: (work) ChramC)_S('" ~VrL!5
IF APPLICArIT IS NO'I' OWv];R, I\'(:l.,IJUE VS'RI'T'TrN ONVN1:1: AUTl3UI2I'LA'fIQN
FOR APPLI{;ANT TO SERVr h,C
LEGAL OWNER'S NAM.E: PIiONE:
MALtLNG .aDDRESS:
PROJI.iCT1t'ROpO5AJ_. S1•m ARr-_,~ (acrr,;.,, or ~,y. ;t) 3 S? o
ASSESSOR PARCEL #S OF PR4:ECT/i'ROPOSAI. /+6"(&n:3. 0 3 37
ADJACENT AR.EA OWNED Or: LR )N'1'R• )1..LEU (acres or ticl. ft.)
ASSEq,SJR PARCEL #-'S OF AD7.,CENT AkEA OWNED QR CONTROLLED
,
~
STREc.; .T ADDRESS OF PROFOS, ~:L C ~ ~ QfTf',f',•Z%v~'p
EXIS7 iNG ZONE CLASSIFICATIC31'(S) (t.A'I'Es ES''A13l.ISHEU) j..~
EX1SIING USE Ot= PRO1'LR"f Y_~„[~,G0.,,ti-~-
CnTvit`REHENSiVE PT..AN CATF,f:)RY
SCHC►UL DISTRtCT G V
FIRF. DISTRICT 1VATER PUItVFYUR H E W
PROPnSED USE OF PROPER"TY
Single family dwellings L~ ~jalctcs ytul~lainily dweIltngs ; A
Manufa4'tutCd hUmCS ~3t:~ittc'Sa i 1 iatdwortal d) Alt.e.,! i'<G• ~ m
Otlier ~ ~ - Dcscritr:
LIST PiZEVIOUS PLAIVNING DEP,iRT!►1l-N"I` AC;'TONS TNVoi.vftv'G TFiIS ['RnPrRT1';
j? _ z a v% e- -F;)o c ig.- 3. 57
B . I.~r.~`.uAL INroRaATxM
LOCATION QF PROPOSAL: ;E \lo..ll~-.t ta.ati-fei--L-. r_l- P► G K'C. e.
sECrlox L(O ToWNSI-111:1 4- R A Ncr 44-
i-~ vc ~ ~ 11aIl::e • c" a..-r
.'--\c pL;ELIC °OAD;S~ PF:OlrTiDIT~`r; ~
L
~
WIDT'H OF PROPERT1l FRONTINO ON P' IBL..t:' ROAD: 36o
DOES i'HE PROPOSAL HAVE ACCES5 ) :>jN:A.RTCRI.4L OR F'LANNL-D AR7ER1A1~ i -vyiiS r)1\10
NAME(S) QF A2TERIAL FtOADS \&~Ljt:~r~e(r~ Av-~s-,rt o... j
.
~
.
S P 946 94
. .t~.
.
~ PREI.....'tiARY S~TURT .1 A F'PLIC: \ 7°10,N Pi►clc ? ul' =1
v
LEGAL DESCRIPTION OF PROPI:RTY `Att.ich cgaI dcscription stampcd by Land Surveyor), iTiCl.UDE
I.F,G: :L DESCRIPTIO`t FOtt rNTtRE AI. I'r1 Tt°-RF SU13nlV1Ur-D G"1N PRTLI`ytTNARY fi1IORT pLAT.
IF YOU DO NOT HOLD TITLE TO PRC3i'FKTY, WHAT 1S YQUR lN"T'EREST iv 17?
C, p E L I IKARY 010 RT PI,A L- N- CRAL-INF0 RUATIQLNj
NUMBER OF LOTS: 17-. GROSS AREA: -,20 TYPIC;AL LOT SIZE: ~t., o x i t.n PROPOSF-D NE't' DL'-NS1'i'1'*: 7
SMAI.LEST LOT SLZE: M1NIAdLlI41 FI2ONTAGF: 90
PROPOSED SOURCE OF WATEi=s:
Indiv, 1 4 ual weils t) Pub(ic ..,-s:e.n Ar~ Pr:vatc Comrnunitv Sys:,,:m
Other rs } - Describc: , . -
PROPOSED MEANS OF SEWAGE DISE';)SAL:
Public sewcr O Communi!y systcrn O Scpcic uink ancl drainrcld
Doubic Plumbing (I Dr3 Sewr: Oltier ( )
Taescribe:
UTIL: I-Y COMPANIFS Av-D1412 :-fIS7'F`'.lC-'i .'a TO PI'.QVTDE SERVICC TQ T}-IIS F'ttQf'CaSAl.:
Eleccr:city: _.rl__~ Scwer. 1--7v. 1 nlC-o" e
GAS: 1,eLa,ed r~ Watcr f'honc: L3 5~~--
DO YOU, OR THE OWNER IN T14E EvE'14'1' YC)t) DO N07' OWN 7'H.IS PROPERTY, HAv'EANY
PLAI45 FOR FUTURE ADDJTTONS, EXPAioSiON5 OR FURTEiER ACTIVITY i2ELA1'LD zA 'I'WS
pRoP)sA..? Yes No lI' YFS, rxPr.Arti:
' D. P,[-NITNARY S1TORT T'i,,1'1'
~ LEVEi, OF Sl7LEL•T IMPROVEINIi:NT$ I'ROPUSLD: Pr:viau; roads
PUh11C ro:id5 (,tj .Artcci, :l l.)acfs T'rae•t X raad, ~
DESC?UBE ANY COMBINATION OF AB01%;E-
ES'TINtATF-D TIME PERIOD EXPEC'TED FpR COMPLETE DEVELOPMENT OF THE SUBDIVISlON:
IS P"HA.SINIG OF TI-{L• FTNAI.I7AT:ON 01- TIfE SlIQftT FLA'i' PROPnSC'D? Ycs N't i i4~'
IF YES, SHOtiW PHASTNG ON THT ARX-LI.N-"IN'ARY SHORT PLA'I' N9r1P.
IS L~E►IICATION OF i.AND FOR FtdBLI(' C'l') Ni EMPLATED (Park;, ti`hc~c~ls, enc. i' 't'e, ~ c {1I/
!F YE.~. DESCRIBE:
* IYET I,,E?r'SITY IS UIvITS OR L07S i7EP At'►2F ~-liN't;S PRIV'A'iT Ati'D/OR F'URI.IC' 1:O:iD .%+<.?T:A
~
*
„ , 94
r
. PRE1,IhiENARY SHOR'1 kT AFPLICA`FIUti Pagc: 3 t,f 4
,
.
,
PART Ix
THIS SfiCTION OF THE APP.LICATION WrLL PROVIDE THE PLANNING DEPAR'I'iviENT STA.1=F WITM
WR.ITTEN VERLFTCATION THAT THE APPI.,IC-ANT Ts'AS HAD PRELIMTNARY CONSULTATION WI'T`H THE
AGENCIES IDENTIFlED. ftESULTS OF Tn PRELiti`INARY CONSUL'fAT10N SHALL BE 1NCORPORATED
' TN 'I'HE PROPOSAL E31:F4ttC r[NhL SC`III►4117nl. '1't" TI-I1'-- 17LANN ITVCs 171:P/1CtT'M FNT.
FIRE NiARalt *tLlFIRE DISTRIC'I'
!
A. THIS FROPOSAL IS WITHIN FIRE PROTECTIONLDISTRICT NO. ~
13. ADEQUATE ARRAMGEIv,[ENTS (HAVF) ~,~_E-tLVg,JVQT)_' AFL-N 1v1ADE TO Ni-EET OUR NEEDS
IN PR0VIDING FOR AN ADEQUATE `1 ATER SYSTEM AND FACILITIES FOR FIRE
PROTECTION PURPOS ES .
C. REGON4I4ENDED FTRE FL.OW: 76D . OR C.fN:\C3LC TOCALCLti-Ai i tiOW
BECAUSE L:SE ZS i10T DL-FN(TI°.pE; AND \ti'1L:. BE DETCEtMlNED A"t' BUIt.DpNG PEft\S1`I'
APPLiCATION TI:viE.
D. ]:tEQtTtZEMEN'T'S iNCLUDE: ~
, +vt t/Acui F•b-+ I / •'<<z,-7 e.
illU DISTRICT ! ~ ' S1 ;~~r~7'URL-lT'ITLL' DAT`~
WA"ll;it 1'L?RVE1'UR
A. SATISFACTORY ARRANGEhCCti'TS FOR DOAIESTIC WATER ANI? FtItE FLUW
REQUiREMENTS (HAVE) W) I3EEN N4ADE.
U. REQULREMENTS/COlviNiENTS:
~l,,141-
94 2- A`ATER DISTRICT 5lr~ti.ATUFZE/TI DATL- _
COUN'I'1' ti•.vG1NCER
A PRELIMINARY DISCUSSION HAS TAICEN PLACF AND GENERAL REQUIREMENT'S FOR RCaAbS
AND DRAINAGE HAVE BEEN DISCUSSfiD W:TH THE APPLICANT.
A. COMMENTS:
12J171q
F y S1GNA EMTLE AT
COUN`I'Y LI'i'SLITIES
A PRELIMLN?1RY D?SCUSSION HAS TAhEN 1LA A`D GEyERAL RLQUIr.EMCNNTS f'-,,)i2
SUBtMITTAI OF TFIIS PROPOSAL (UAVt:) (11 N'1; NO"1') BEEN SA"l'iSFIED. THE Dr_SiCNATED
WATER PLIRVEYOR FOR THIS SITE 15 A. COMMENTS:
/kM )7 - ~ 3
S iG NATURE/T1TLF DATE ,
I•II;A1.7'1 [ 1)I,ra'I'RICT
A PRELIM3N ARY DISCUSSTON ITAS TAKEN r' . NERAL REQUIRr--NfEINTS FOR
SUSNtITT'AT_ OF "i'HIS PROPOSAL (l-l4VE ti~AVF', NQT I3EEN S.1TISF1L-D.
A. COMME,~tTS: S:p~ ZC,. '3 9'-)3
1,s T~ ~f r'A7 _ ~ /Z- /-2-9 3
~C (r';.; n TT lz?,F~J'!'I1„~ n e_---1-: _
SHWI:R PU'RVEYOR
A PRELIivIIXA.RY DISCUSSTON HAS TAK.EN P~A\CE o9.rlD GENERAL KL-QUlREMENTS FaP. T'i tE
PROvISi~N "-')F PL`BT.tC SENN"ER ARE UNDERS ; IJOD BY THE APPLiC aNT.
A. C4htN4ENTS:
7-
S iG NATURE/1'ITLE llA'1"C
I'; ~ 94
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PREL]MIlv'ARY S.-H.OR7 kT APFI,ICATICiN Page 4 of 4
PART XZX AM,
SU°RVCYOit YERiFICATiON
~~S E• •S'/
f•FIW IGNED, A LTCENSED LAND SURVEYOR, HAVE CQMPLETED THE TNFORMATION
EGAL DESCRIP'1'tON AND PRE1..IMINARY SHOR'C PLA'I' HAvE BEEN Ps'2EPARED I3Y ME
SUPERVIS(ON QN ACCnRD/1NC'i? ti%'fTFi '1'FIC RECZUIREMEN'i'S Or THL- 51'UKA`'f: CdLIN7'
I~ ~ G/SI~''~3 1SION' REGiLJI.ATTOI'S Ac~ID Tli :s I.,:~NS OF TFIF S'TATE OF WAS~~INGT7d~.
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AD RESS: rr:.. . ~
LLAP~ PHONE: `Z-
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EXPIRES 71171 9 S J~2.~~ ~ • ZIP: .9 92- I Z
PART IV
(SIGh`ATUR,E OF PRQPERTY 01vNa;ptS On LETTER Ufi AUTBORIZATION)
I,1'HE UNDFRSiGNED, SWEAIt OR AFF[RM JNDER PfiNALTY OF PERJURY THAT TH.E ABUVE
RESPONSES ARE MADE TRUTHFZILLY AND TO THE BEST OF MY KNOWLEDGE.
I FCJRTHER SWEAR OR AFFIRM THAT I AM TAE OWNER OF RECORD OF THE AREA PROPOSED
FOP, 'I'HE PREVIOUSLY IDENTIFIED LrWU L'SE ACTION, OR, IF NOT THE OWNFR, A17ACI-f°ED
HEREWITfI TS WRITTF_N PERMISSI N FROM 7-iE W`NER AUI'HORI7,T:VG MY r,as'FONC Oti HtSPM12
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SIGNED: AATF-~:
wDDRESS: PHaNL: 79~eS
rQCQ~; 4./ A. Zir: ~
STATE OF Vr'ASHTNGTON
) ss:
COUNTY OF SPOKANE )
SIG1`t'ED AND SWORN OR AFFIRh1ED BEFORE IM£ ON THIS ~DAY OF
• ~ G• 199A- BY ~ c•.~ ~ c• e'_ r.~ti~ z7
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