SP-941-93
DA'CE: March 20, 2003
TO: Spokane County Road Department
FROM: 11Relvin Taggart, PE & PLS
'Subject: CHD Inc.'-s Coach Laae 2" Overlay at Broadway Ave. and Flora Rd.
Short Plat 941-93
Reference: REQLTEST FOR DESIGN DEVIATION
Submitted on 9/30/01 Approved in 2001 by Spokane County
I hereb.y certify, that the Coach Lane 2" overlay, has been completed in
accordance with, the approved design deviation.
The "as- built" road plans and swales with aprons are enclosed with one set
of myliar copies, and ~one set of ltighlighted `bond copies.
-4\N TAGG
~ VIA
Melvin Taggart PE
21,28 N. Pines Rd. 417
Spokane; WA 99206
Phon-e: 1-800-637-3074 H -
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Cell: 1-5.09-336-1449 - . : EuwaEs osWY
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##3-W P01.
. . APR-2?-'99 TUE 07: 32 I D : TAGGART ENG I HEER . &SU TEl- ~ N0: 26S0750555 P .1/1
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APP.: :199~ SP}; ' CNT~ BLDC&PLANf~4Il`1G ~
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Bun.DiNc n.vd rLANWBvc • A DA'1s'ION QF THE PUBUC WARKS DEPARTMEM
Jamcs L. Mansnn, C. B.O., Director Gary Oberg, Direetor
RECEIVED
pPR 13 1999
SPOKn+E caunmr ENC~IC-ta
MFMOR.ANDUM
DATE: April 13, 1999
TO: Division of Engineering and Roads, Transportation Engineering, Pat Harper
Division of En~ineenng and Roads, Development Services, Bill Hemmings
Division of Utilities-Information Management, Jim Red
Division of LJtilities-Stormwater Utility, Brenda Slms
Spokane Regional Health District
Spokane County . Fire District No. 1
Gonsolidated Irrigation District
FROM: J. Todd, Planner
r
SIJBJECT: Proposed Final Short Alat SP-941-93
Please review the attached map for the above-subject proposed final short plat and forward
your comments to me by April 27, 1999.
If you have any questions regarding this matter, you may eontact me at 477-3675.
wc
Enclosure(s)
eopy without enclosures to: CHD, VVes Crosby, Apptieant
B & C D Utect- Owner
Melvin Taggart. Surveyor
1026 W. ftoADbVA`" • SPOKA,VE, tiYA5H1NG?UN9yZ,6()-tItISU
P}-dO1E: (i~~) 4773-3695 • F:3X: (509) 47-4703 9 'I'Dp. (5013) 324-3166
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BASIS OF BEARING
1«.aao;=ni Tw a.611y ul PI! .w)1.L "oy 4a emu[]lro rf l,tal0o GATOIAQ eeVe9'eg'w»2t.64-, _-MENUE
waw.u rn rlas Ablttoa. wu md u W msls ot eauoeo ••M11'OIN't ••o{f.N•• --wM'LY 1!'[ ^ u1lf0'- -
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ACKNOWLEDGEMENT TY OFFICIALS M~
COUN ~~l`
VAn a.u.imul iu n.r. w u. A.c, ~t
p'JIJI 3/ 814UWS 1 1 Mte" ceemr uW 14r4srlyd u1fs.ea No aneln alunl ..:r~ uw
I~n1Mtvo Mtn`a" thls urel ~IsM7 Q.y~~q'~rcuf~Yr1p/
mtnu ~ at .i t~u, aur. a wna.mr o~sta nrn o, rtWrt.r. _ 1~~1'. FINAL PLAT
►1~ pWrn~ pttq~tl~ w~i . ~cn, Yean tn b vln On~llau lar lhe Ip\wn tall~ seviqo Y'
ud tae ~~•zi•ilo+. aM tn►r bRmi. to M.4- r.S+•l ta beinlfr r..N"l I.J. •No IICo~w~ iantY t~ura.~i YwV~ii ~r. .io
ndeu6M tfe .I'Nn .ar luwolq Icslewnt ud seluwlNapl 14v au to Oa tu+ll foet a¢! I.ai.d .ul • ~~d ~m. a•T H.~~....~ .luf
w~YFi~lr ~'.t tt7 ~d fC! IM IWe ulA Yt~ pLLI(~~ NIsI~ MRlIMe9. '
1 Yn saenu at ry n$M ud ofllonl qettl~Ul wU lb 4? .ne
m. c,N~:L.. ZANGAR S ADDITION
ww Y~i:~ ua~
com"",m c,a,,,.~ `"'~i°"'" ~n'•'L°"'` F~' ,,,"s An r t e s t Oi.l uw9 A pLAT IN A PORTION OF TRACT 21
M R~
bP"W WPIy • 14t!1
~.n~~ Of BACONS ADDiTION Tv GREENACRES IN
It.1 11THE SW I/4 Of NW I/4 OF SEC.18. T,2SN.,R.45 EW.M.
~~U7
" SPOKANE COUNTY, WASHINGT4N
SURVEYOR'S CERTIFICATE .e .,~u,n
nls w cvfatli r.poaoou f a~rrtar'J~ o/ r u uWr W► ua ea ina 'VPiQ .n..4y ~t~r{r~~
I Igtseln In cuSondwo votr tb teialt,rfte N W fDelmp ( ~L d
Ccncy iirll.l~ta o~a~M~~.~ ~ an:um a r a ec 9 uut~Z[lini
NOVEMBER 1984 CLARENCE E. SIMPSON ENGINEERS, INC,
um. c;': e.el aa- iei10 an 09 t+u a
~ u~~ SCALE I~ 50' SPOKANE, WASHINGTON
~
. • • _ . ` . / . ~
' ' 4385907
. ~;10t1999 o01 M
TAAMi1t11L4 T111 i IlLS h11 rna sIeA %tmno N. a
Wes Crosby
POB 13717
S~Mlc:~ne Cai n ytiigtnee~' 99213
102C 1'V 1ti•fmdtvny
Spntauu 1'VA 99260-0170
5(P))QSl►-3fi11Q ,
ncicuinent'Citle ULCI.AlIA'I'!ON OFCOYr.NAN'I' ~ ~ ~ r~,~1II'j~
Ltcference Numbcrs •
l.cgnlf)escrIptinn I74°►1 1raGF' a-s p~"ra:.)+`~ e r,~Pde,e-.>
1'tirccl Numher ~~1'ti1. ~s3S~
C:i-nntut-s aml Grnntccs C=~ ( a1 L • ,
Y
ln cotisidcrnlion o[ iht api•rovnl by 5pokmx Coimty uf -.d0f4 P 1ei T~Jt: `1-I1A ~
(lurefnancr rcfencal to as ihe "Uevelopuuul"). ihe unclcrsignecl covemnia ansi agrees tl►at:
t. 'llie sulssliv;cJcr/a{ratsar wi11 canstntat lhc hrtvole rnaris anil nssacinted ctsroinage fnclllfics Pn cnnformancc witlo
Uie nJt;sravesi plans an fife in iIta Cauiuy Cngineu'a Office.
2. A(m is servcd by n private rond whsn: n. ►ht or►ly roaJ frontngc for the Iot in the Dtvclapmcnt is aii thc privntc
mad. ar. b. r lot hnving f,-aniagc on more ihnn one re.ri<i (publlc or privatc) coiutncels en appmarb to tltc privr►e
macl.
3. '!lu owncr(s) of any lot aeoted by tha Doveloptnent or olcernailon Utcreo( nnd acrve.d by e prlvate road atwll isn
res{ionalbic tor mafntenonre of said privnie ronil, irtciticting aasnsiatcJ cirninaga fncittiies in confonnnnu with
rlsprnvcd pfons en (ife with Uie County L?nglneers offtce.
4. Miaintcnatire finnncing af tlm rrivate ro;uls and nssariatcd Jrninage (acilitics shall lre in a mauiier ilcicrminc(l iiy
tl►c ownsrs of;
h. ahc niajority oi tc,s scrvcd by sucti prlvnic ro:ul;
. the mrjority of froniage of tots servctl hy such pf ivale toad; '
e. dte mejority tqunte footmge or tais semed by sttelt prtvatc ro,u1; or
d.
S. In slto event Sutlt prlvate read. insluJlnQ nnoaloied dralaaac facflltlcs li (mproved to Spokane Councy eiandnrds
far publte alceets. ond Ibe Ceunty is witling lo nceepe Ihe declkntton or sucli rond and [aclllUes, eaeh !et owner
shall execute any dcscurnent: aecasnry to accomplisii sucfi dedtcatian.
fi. Owitera or tots within Uta Ocvclopmcnt whn nre ssrvcd by suth rond. may suc anJ recnvcr damagcs and
9UACRCy's fees from arty ownar or any lot wiihiti Ilte Develanment whith is similiriy scrved who refitscd tn
pwtttcipate tn dec read unJ Jminnge trteilitlaa, coiutrucHon. flnnncing. ancl nwintenancc.
7. 1VAttNING: Sjrv,hnsie Ca,inry luu no rupoutJG11ity tn Wrrltl. inrpnove, or nralnlnnr or erlrern•rJe senvice ►he
priinte raruts, ltrdurlilig n,tsoclatu! (Irairrege jorilirie.r. tattninal uidihr or providing aervice fO /Ire prb/le!/y
descriGer! in !h!a Aevrloprnu~~. Ay accepNng ~hl.r Develej~nienr nr suJasuJrian~ly l,~y ellon7ng a bulldlag penrr!< <n
!ie isnrerlJarprv,nerty an npj•itvrte rorrtf. Spnkatrt Coutiry wttrrrtet ero oG1JgatIatforiRid pri►snJt raad nmlllic
nttvrer.r ltereliy neilnowlei~qt Ihnl t/1Q CO►uUy lint itn a!,►llgaNai of nuv 4-lnd oJitnmra whntinaver to eitnhliJh,
amntLu, survey, ewittntct. nlier. relmJr ltnprove, ninintnin. provlde dratttnge or ,tnoii, ►emavni an n pri►nte
mnd, or msacinier! dnrrirrrge jnriliflu.
. '
. . . . ~ . ~ - ~ • - - 4365907
~1011%29 0151P
TOWTiQN. TfTI F!JS d1 G1' 510.00 Scokane Go. iU
8. 11tis coveoant anJ agrcement ahall run wiUi die lmtd atcJ s1iAi) 1e binding upon lhe owncr. qicir heirs. successors
or assignt. ireciucfing tice obligation to partidpatc In Uu maintonanze o flie privata road. ar~ct drain~gc fACilitics as
pravidnd hcrcfn.
ow cri
owNEcI
. DATE.D ttiia ~ day of 19 9"1
S7A?'G 0!% IyASIl1NGTON )
Carinty oJSpokant
Oa dits day par.ronnlfy appeared Lrfore att ~R.-, .t. ¢--C e.~, C I.c•.-a_
~ u
. ~a~c►en>- ~1 Jurotv~i to mt ro Dt dte da ~rged1ii /~au~+vlw ueeirted tJie ivlddu mal Jbregoing Irvinr►neir► a►ul
acknewfedgrd that 1►e/'sheM~.y tlgnrrf ►he .rania ar liisRrrrNndr jrst atd vofruuory acr and Jatd for tlre tues tierl
prupotts Iherein .rtared.
G1NCN UND['sR A!Y /IANII AND OAl%ICIAL S6AL Ihis aQy ol 7724-y
~
40' f .
No1ary PuGltc In atrd Jar Ihe Stale
,:%~j ~QT AA oj Wrulttngrcir, rufdllig at 3~odtmrr~iu ~U c~
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4385507
W : 3 of3
0!gs 01:6!!P
UNTIQV. tlTlf iFS CC ~OY 514.40 ~oak~rte f~. WA
LEGAL DFSCRIPTION
Tract 25, HACON'S ADDZTION TO GRFENACRES, as per plat
thereof recorded in Volume "J" of Plata, page 15;
gXCEPT that portion of 9aid tract lying North of a line
drawn parallel with and 100 feet distant South, when
measured at right angles from the cesater line of Primary
State Highway No. 2 ae conveyed to the State of
Waehington by deed recorded Octcber 27, 1954, under
Auditor'e File No. 275553B;
AND EXCEPT that gortion of said tract lying within a
etrip of land 60 feet wide, being 30 feet on each side of
the center 1 ine of the f rontage service road as conveyed
to the State of Washington by deed recorded October 27,
1954, under Auditor's File No. 2755538;
AND EXCEP^ that portion of eaid Tract 25 lying West of a
line drawn parallel with and 100 feet Eaet, when measured
at right angles, from the center line of Flora Road,
Primary State Aighway No. 2 Flora Road undercrossing as
conveyed to the State oE Waehington by deeds recorded
April 14, 1955, and January 15, 1957, under Auditor's
File YJos. 310250B and 4352838;
Situate in the County of Spokane, State of Washington.
TAGGART ENGIATEERING & SIJRVE ~ . ~
Y1NG
'000
Licensed: Suite 17-1,5 , Idaho Office:
Waistiington --1963. N.,2128 Pines'Road 5472 Highway, 95
Idaho, -1968 , Spokane, WA'99206 Potlatch, 0,83855
, 1 •800-637•3074NATIONAL 1-509-924-9993, 1-209-875-0555
May 2-9, 199.9
To: Dave Berto, pLS RECEIVED
Count y Survepor Jv~
Pubiic works suilaing_ 0 2 1999
$ Bui 1 di nq and Planni ng., Di v. SPOKANE COUNTy EPIVuNc- ~
From: Mel. Taggart A&
Subject: Wes Crasby's Short Plat 941-93.
Encl osed are a set of ,the cor,rected drawings P1 ease review
and let me know.if it is OK to have silver slicks made.
Please mail any,comments to: 54:72 Highway 95, Potlatch, Idaho
83855. Thank you for your help in this matter.
FI,LEs Crosby SPLT 94.1, Broadway & Flora
pc: Wes Crosby
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S p C.) K A NIE co U N T Y
DUILDIiVG AND PLr1MU[NG • r1 L)J4'IS1O1`' OF THE PUBLIC WORKS DEPARTMEN1'
James L. Mansun, C.B.O., Diretror Cary Aberg, Direetor
MEMOR.ANDUM
DATE: April 13, 1999
TO: Division of Engineering and Roads, Transportation En~ineering, Pat Harper
Division of Engineering and Roads, Development Services, Bill Hemmings
Division of LTtilities-Information Managementa Jim Red
Division of Utilities-Stornlwater Utilrty, Brenda Sims
Spokane Regional Health District
Spokane County Fire District No. 1
Consolidated Irrigation District
FROM: J. Todd, Planner
r
Si1BjECT: Proposed Final Short Plat SP-941-93
Please review the attached map for the above-subject proposed final short plat and forward
your comment,s to me by Apri127, 1999.
If yJU have any questions regarding this matter, you may contact me at 477-3675.
wc
Enclosure(s)
copy without enclosures to: CHD, VVes Crosbm, Applicant
B & C D Uteet. O~Nmer
11s1elvin Taggart, Sur4eyor
102o K BROnVWAY • SML1NE, WA5tiING'TUN e3926()-0050
PHOtiE: 4::•3673 • FxY: ({,A) 177-4703 • TOU: (509) 32;-31fsfi
1
I-90
M69°57'37'W PL - 127.45'
ch
25` BUILDING SETBACK ~
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Q A Deltn 65'05'42'
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= Op2F' Q~ Chord
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' DATEr 7/14/99
ss ~ t,
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a;d~ • - ~.o•~ ~ONAL
TRACT A BL❑CK '43
~ ~XPIRES 06/27/00~
SP_941-93
- - a
I
i
SFC3KANE ''-r_'RS OFFtCE
OFFICIAL PUB1_.tG C3RlGtNAL ~t
.
- CONSTRU~~~~~~~ ~~LANS.
~ PRQJEGT
DATE ACCCPTED:
ACCEPTANCE EXPMES: -
PROJECT LANE M 11_ F"31 PUBLfC: ~
PROJECT LAvE r!'r ~ --F, PR(VAl'F'
corvsrRUcrIoN ANn c; RnF,IFD
RECQr4o DRA4tiING-a, ri:i-6 ? AR-E Rf'01 otWiP''f't'y'^R
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RoaDs nNv miAwAGE iE3 i-r)f- W+t.
PE►WIT REQUlF,iED! (J09) j
NOTIF"Y PERMIT ENGir.i_, . , , • . . ~r•.,~~~
PRIORIO'GU-V". I : ~
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- Pl. -
SET BACK °
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~SPGKAt•,E COUNTY C1`~!r?~'.lc.=HS, O
' ~~FFICE
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OFFtCIaL E~uB~.IG ~CUMEt~T ORIGINAL
, .
PLANS
~ PROJECT
OATE ACCEPTED:
ACCEPTANCE EXP 1I !,E,~:
~PRO.lECT.t.Ar>E P11.kc- s Pv;
PROJECT LAN i I~•' P; ; i":'r^;TF_.'
~ ~corvsTSucTlON !~-)c:ll.. t
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PRIQR TU CUN°, : E iU,
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ys~~ Rnd.C 50.00' Rad. 30.00' Rsd. 25.00'
6Leng. 72.15' Leng. 47.26' Leng. 25,21'
Chord 66.05' Delte 90'15'02' Delto 57'45'09'
Delta 82'40'25' Chord 42.52' Lhord 24.15'
Tang. 43.98' Tang. 30.13' Ton9. 13.79'
5' SETBACK LINE
~ BOTTOM OF SWALE
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25' BUILDING SETBACK I~ I
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8' FUTURE ACQUISITION LINE_ WaS
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N89°59'22'E 62,31'
va
0
127.44' (N R/W)
2' DEDICATED 1999
BRDADWAY AVENUE
~~NA TRACT C, BLOCK 43
S P- 9 41- 9 3 ~XPIRES 06/27/01
SF'OKANE COUNTY ENGINEERS OFFICE
OFFICIAL PUBUC OOCUMENT ORIGINAL
~ C.~~~~~~~~~~~ PLANS
e-aaLl
:PROJECT _
' ~DATE ACCEPTED: l0
' ACCEPTANCE DCP1RLS:
,PROJECT LANE k?1I_r:_8 PUf3Ll("r: PROJECT LANE MPE5 PnIVATF:
CONSTHUCTION I)O t1;,.
RECGi ;o f.:ri~'11tili~r::; _ •ii AF;r RU F'niOFi
TO Ci)Llrd't"Y ACCI_PI':,,No:: c ,.A,,:.j::4.z,1.•,,., l OF TrtE
'ROADS AcvD,C7RAcr:AVL FAG;L+ls_S Fr.,ft ;~•,~~CE-
PERI-'~iT REQUfhEDC rsc,~~- .-Noo
NaTiFY FF.;iMiT ENC;NE a.~•~ r;,..:,; c;r:rS
PNiUR TU, CON' SI 1-i-+C; i Ir,: %
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E F RmdD 50.00'o Rad. 25.a0~ Rad. 30.00~
Leng. 72.15' Leng. 25.21 Leng. 47.00
Chord 66A5' Betta 57'46'09' Dettn 89'45'10'
Del#a 82'40'27' Chord 24.15' Chorcl 42.34'
Tong, 43.98' Tnng, 13,79' Tang. 29.86'
5' SETBACK LINE
~S I
BOTTOM OF SWALE
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I I~ A I z 23,707 SO. FT.
804 NORTH
Q I c) cu
25' SETBACK LINE
o ( ~
z I I ~ 10' UTILITY EASEMENT ~
I I ~
_ _ _ _8' FUTURE ACQUISFTION LINE
~ S89'59'22'W 82.57' as
~ 127.44' (N R/W)
e'_' DEDICATED 1999
BROADWAY AVENUE
~
~ 4 s
~
TRACT D. B_OCK 43
S P- 941-93 ~XPIRES 06/27/00
Sf'OKANc C0' .,Ni 't ENGlIN EE119,01TICE
OFFICIAL PUBLiC UGC;l!:,d~ENT ORIGINAL
~~~~~RUC~~ION,~~ NS ' .
'PROJECT '
DATE ACCEPTEQ:.
ACCEPTANCE E?,CPI€;E-S:,
PRO,JECT LANE (vilIES' P,UB._iC:
PROJECT LANE Mll l=S PfillfATE:
CONSrRUCT10N r ttx:. ; aA1'I0N:,.y0,(:= r; ^r-jrD
RECC3rqU DRAWING:;,
TO COUMTYACCE:p Dm,rC:r t~~', SI :tA ~ 'i rr T►qE
ROADS A'EVD'I)RAIfvAGc FAC:Ii_i; IL5 Fc)P q.1a:t•. .
PERF/!fT REQUIRED! (:i~~'-;~ n .C:•a
NOTIFY F'FRMIT ENCSNct='';
-PRIOH TO C0NSTRU-_'0rN•y
10' MIN. ~
~
W
J
~
3
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° 15" MIN. ao
14" MIN. ° W
0
~
;o r PAVEMENT
y
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. . . . . . \ ~ 4 U, ~N ~~•~~~j ~
//,~/`j ~~~`i\/,\
4' MIN. THICK CONCRETE SLAB NOTE:
W/NO. 3 REBAR 18' O.C. BOTH WAYS SLOPE 1:1 MIN. TO 34 MAX
PAVEMENT TO BOTTOM OF
\A G E SWA-E SPILLWAY (APRON)
DRA
Wl?H CONCRETE APRON DAM
INSTALL CONCRETE DRIVEV'1AYS ACROSS SWALES WiTH 6° HIGH DAMS ON THE UPSTREAM SIDE.
(NO SCALE)
TABLE OF CONCRETE (APRON) DAMS
% 0F GRADE ACROSS BOTTOUi
TRACT % OF GRADE DROP IN INCHES
A 1.3 3-7/f6
Q 1.21 3-!/2
C 1.33 4-13/16
D 2.4 5-3/4
~ C s ~c
~
~
~ -
~ - ~
~0, 4
o NA
EXHIBIT
rXPIRES 06/27/00
SP-941-93
I
M .
S► P O K A N E.? C O U N T Y
DiWI510N OF ENGINEEJMG ANU ROADS A DIVi5t01v OF THE PUBGIC WORKS DEPARTMEN'i'
41illiam A. Johns, P.E., County Engineer
September 10, 1999
Mel Taggart, P.E.
Taggart Engineeiing & Surveying
2128 North Pines Road
Spokane, WA 99206
SIJBJECT: SP 941(Crosby)
Sabmittal Acceptance
Spotane County Prn,ject No. SP•941 Gentlemen:
VVe have conducted a gexieraI evaluation of your recent submittal for this project, and we find that this
subinitial appears to m0et the minimum standards of the Spolrune County Startaiards• for Road and Sewer
Construction ("SCRS"). Vlle are, therefore, able to accept your approval of the plans and calculations fur this
projeet.
In acxordance wit6 t6e appGcable SCRS, t6is accxptance is vaGd until September 10, 2001. If the
facilities are aoi constructed by tben, you may request an extension of the acceptance for an additional two
ye.ars; however, the plans may need to be revised to refleci cument siandards prior to granting the extension.
Please note: The Countys acceptance of this submittal does not mlieve the sponsor or his agents from any
liability mlated to portions of the design that are not in conformance with the SCRS, or which do not follow
good engineering practice; All permits and notifications aecessary prior to constrvction are the
cesponsibility of the project Sponsor and/or his assigned agents; and
We are enclosing a stamped set of calcutations and p[ans (blackline prints) use. Per your instructions, we
will generate a set of sepias from the original Mylars for you, and will biU your account
Sincerely,
William A. Johns, P.E.
Spokane County Engiaeer
~ ORE7Z
Edv
rrard J. ar, r., Plan Review Engineer
cc Project Spoam
Projed File
1026 W. Broadway Ave. • Spokane, WA 99260-0170 •(509) 477-3600 FAX: (509) 329-3478 TDD: (509) 3243166
1
S P O K A N E C O U N T Y
nIVfSIOid oF ENGINEERING AND ROA6'S A DMSION OF 1'HE PUBLIC WORK5 DEPARTMENT
wUl;am A. Johm, PX., cau►cy E„&eer
September 10,1999
Mel Tagg,art, P.E.
Taggart Engineering & Surveying
2128 North Pines Road
Spokane, WA 99206
SUBJECT: SP 941(Crosby)
Sabmittal AcceQtance
Spoleme County Frojea dVo. SPA41
Gentlemen:
We have conducted a general evaluation of yow receni submittal for this project, and we find that this
submittal appears to meet the minimum standards of the Spokarre County Standurds for Road and Sewer
Corr.struction ("SCRS"). We are, therefore, able to accept your approvat of the plans and c.alcuiations for this
P%1ect-
In a¢cordsnce wit6 t6e applicable SCRS, this aeceptance is valid until September 10, 2001. If the
facilitie,s are not constructed by then, you may request an extension of the acceptance for an additional two
yeacs; however, the plans rnay need to be revised to reflect cument standards prior to granting the extension.
Please note: The County's acceptance of this submittai does not relieve the sponsor or his agents fram any
liability relatai to portions of the design that are not in conformance with the SCRS, or which do aot follow
good engineering practice; All permits and notifications necessary prior to conscruction are the
responsibility ofthe project Sponsor and/or his assigned agennts; and
We are enclosing a stamped set of calculations and plans (blackline prints) use. Per your insvuctions, we
wiU generate a set of sepias from the origina! Mylars for you, and will bill your accounc
SinceTely,
1dVilGam A. Johns, P.E.
Spokane County Engineer
Z.
Fdward J. arry, r., E.
Plan Review Engineer
cc: Prajecx Sponsar
Project Fde
1026 W. Brewdway Ave. • Spokane, ti'VA 44260-0170 •(509) 477-3600 FAX: (509) 324-3478 TDD: (509) 3243166
Submittal Checklist
for Road & Drainage Projects in Spokane County - Plats/S6ort Plats
This Submittal Checklist is to be completed and signed by the Sponsor's Eirgineer, orrd includ¢d with each plan
submittal into the Spokane County F,ngineers OJ~'tce. If this forr» is not fully completed and signed, do nor
submit plans ond calculations to Spokane County for review ond acceptance. Irrcomplete submittals wi11 be
returned and will cause u»rrecessary delays for your client.
Project Name: .9 PT '7 zl'/- .
Spokane County Project No. Date: zv~zq,/? R
Project Engineer: Phone:
Project Sponsor: ..W F S CY2-0 -5 Phone: ~ ` 5 ~ Q '~26 ~f
A. Preliminary Process
Prior to Submittal of Road and Drainage Plans, the foUowing events are to have already occurred:
(By checking each ftem offshown below, you crre stating that you have verlffed lhese events/iten om leled.) .
~ option of a Hearins Examiner's Report for this long plat, or a Planninrt for this short plat. least one Pre-Design Meetiq has been held with Cownty staff at the Ensnneeav-~. ' •
CT An "Agmment to Pay Fees" has bocn signed by the project sponsor, and submitted to the County
Engineers Office.
D JAC lization Plan (e. . si and stri lan) of ublic roadwa '
8 8~8 P' ~8 P P YimProvetnents, has been
-rm/ coordinated and discussed with the County Engineers Office.
.
B. Road and Drainage Plan Submittal
The items listed below are to be provided as a minimum wit6 a road and drainage plan submittal. Additional
inforrnation may be required to demonstrate tbat the plans meet all applicable standards.
(By checking ' )es " jor each item shown below. }vu vre verlfying that these items have been comp/eted and are included
in thls submittcl. For any box checked "nla"; a wrltten jwsttficatlon of cury omissions ot the end oj tiris section is
reqaired.)
~
Item Description Road and drainage plaos, two print sets. (Certification statemeat on cover of plans)
CYy~s 0 n/a One set of plans on 24" x 36" mylar media, or GAD electronic file -.DWG or DXF format
M/Y96 Fach Plan Sheet of record is signed and dated by t~e project sponsor.
Vyes The road and drainage de.sign meets t6e requirements of Staie law, WAC 196-27 regarding
"•conformity witb accepted stan ds"; that is, the desi ects the "staie of the practice"
/for the proposed concept. fFl i V A7-C I/ G i4-
Vyes The plaos, Drainage Report, 'basin rrup(s), and any other calculations are stamped, signed
~ and dated by an engincer licensed in the State of Washinpn.
T"yes `4n/a Drainage Report, two sets. To include: basin map(s), ame of concentration routes in basin
map, and Certification statement on cover of report and basin map.
0 yes n/a Geotechnical Report, one set. (Include all soil test pit/boring logs.)
L~ yes
n/a Structural Pavement Calculations, one set e C yes ~y` a/a Cross-slope grade calculations for road widening projects. ri L;tlvw
AU6 3 1 1999
SPOWECAUMTY ENGINEER
Item Description
0 yes n/a Maintenance Manual and Sinking Fuad calculations for drainage facilities located ouLside of
/ Countv road right-of-way.
Vyes Q n/a Written explanation of who/what entity will be c+esponsible for ma.intaining drainage facilities
which are located outside of public road right-of-way, and that the plan is acceptable to the
County Engineers Office.
0 yes )(n/a Channelization Plan, or signing and striping inforniation provided in the road plans. To be
included in road and drainalte plan set.
%000'yes ❑ n/a I have read ' g Examiner's Report (long plat), or Planning Dept. Findin,gs and
Canditions short plat r ihis project. T6e de,sign meets the conditions in the report.
0 ye,,so ~ n/a Copy of Approv esign Deviatioas.
Rl~w ❑ n/a Fire District Approval, for private roads.
Vyes D o/a y Lot Plans. Required for any lots with drainage easements and which fiont a public road, or
for lots which receive and treat runoff &om apublic riS6t-of-way.
C yes n/a Any applicable State and Federal perntits have been obtaiaed. (i.e. HPA, JARPA, etc.). For
Permits with conditions, a copy of the permit and conditions are included in the plan
submittal.
0 yes n/a Inspection Agreanent between the sponsor and its engineer.
yes 0 n/a For off-site easements to be granted to Spokane County, the following items s all be
„ included: legal description, exhibit, and proof of ownership. ~'i Ti-C
i~lyes 0 n/a Erosion Coatrol Plan, required for "Ma' r Land-Distu ing Activity." To be included in the
road and drainage plan set. u -3 ~ o N -Pw Gp~~
Explanation for any items listed above which are not included in this submittar: .1
(Note: an insufficient justi5cation of why an iLem was not included in the submitte.d, or incompleta documents, may result
in the svbmittal being returned without mview or without acceptance. Provide attachments if neceuary.)
By signing below, the engineer is stating that the inforrnation provided in the submittaJ is camplete, that the
information pmvided in the Submina! Checklist is accurate, and the plans and calculations are in accordance with
the Spokane County Stondards for Road 8r Sewer Construction, and the Guideli»es for Stornrwoter
Mancrgernent, excepi where an approved Design Deviaiion allows otherwise.
Engineer's Signature: " 2 lu 1` Date: Z
v I ~zr~
Engineer's Name: ~Czl- u1T A, e.- 4- 0,tL--~
(please pnat)
IJ there are any questions about this jorm or opproprlote procedures, please call Development Services.
Spokane County Public Works, at (509) 456-3600.
For Spokane County Use Ooly
Submittal No: County Plan Reviewer:
o .
~ Accepted in for Review onstructio~
~ Returned to the engincer wi out review and/or acceptance, See attached letter of exptaaation.
~
Processmg Date: l~
~42~4*
Submittal Cbecklist 2
Spokane County Public Works: Apri129, 1998
SPOKANE COUN7Y W(;l r~ "C:E
OFFIClAL PU8L1C DOCUMENT 0Ri: iNAL
CQNSTRUCTION PLANS
PROJECT
DATE ACCEPTEO: __.~E?
ACCEPTAilJC ~ ~ .Xt'► ~ LOS~P?Aal
t~RUJt"CT LAt~' ' I~ Pt. ~ .
PROJEcr uAX E:: ~
CONS7RUCTtON D~• :AT ION AND CERTiFlf.O
RECARD DRAWINGS,'AS•B111LTS• ARE REOUIREO PRtOR
TO CAUNTY ACCEPTANCE ANO CSTABLtSHMEN`T,0F THE
• R011DS AND ORAINAGE F/LClLtT1ES FOR MAINfi L
PERNlIT REQUIRE01 (509) 477:36. ~
MOTIFY PE'RMR ENflINEER 2 B1ISINESS PFiIOR TO CONSTRUCTION
~SHORT PLAT 941-93
FQR
CHD, INC.
ORIGINAL APRIL 26, 1999
REVISED JULY 26, 1999
REVISED AIIGIIST 29, 1999
DRAINAGE CALCULATIONS FOR SWALES AND DRYWELL
~T
A '
d~'r `;"~;'~r~►~. r,..: ;Lf.'7; D0CL&iENT
~OUN1`Y EoNG'NEER'S OFFiCfc
~ -
• ~ ORti Nki
UMF.S 061~1/ Zo41S
. , ~ U~'N TO CAUNTY ENGINEER
MELVIN TAGGART RECEIVED
TAGGART ENGIIVEERING b SURVEYING
2128 NORTH PINES ROAD AUG 3 1iM
SPOKANE, WASHINGTON 99206
SPOKANE COUNTY ENGINEER
~
SHORT PLAT 941-93
FOR
CHD, INC.
ORIGINAL APRIL 26, 1999
REVISED JULY 26, 1999
REVISED AUGUST 291 1999
DRAINAGE CALCULATIONS FOR SWALES AND DRYWELL
ENGINEER' S CERTIFICATE
TNE DESIGN IMPROVEMENTS SHOWN IN THIS SET OF PLANS AND CALCULATIONS
CONFORMS TO THE APPLICABLE EDITIONS OF THE SPOKANE CDUNTY
STANDARDS OF ROAD AND SEWER CONSTRUCTIDN AND THE SPOKANE
COUNTY GUIDELINES FOR STORMWATER MANAGEMENT, ALL DESIGN
DEVIATIONS HAVE BEEN APPROVED BY THE SPOKANE COUNTY
ENGINEER. I APPROVE THESE PLANS FOR CONSTRUCTIDN,
C. T,~ c
~
~
Fss~`
4NJ11
~XPIRES 06/27/00
MELVIN TAGGART
TAGGART ENGINEERING & SURVEYING
2128 NORTH PINES ROAD
SPOKANE, WASHINGTON 99206
SHORT PLAT 141- 93
_ FOR~
, -
CHD, INC.
ORIGI_NAL, APRI-L 2,6., 1:9~9'9 '
'REV-I'SE~D, JULY 26, 1'999
-R-EV-I~S-ED' AUGUST 29., 1999
=DRAI-NAGE_ GA=LCULATTONS FOR SWAL;E't AND DRYWELU
,
i
. MELVIN TAGGART TAGGART ENGINEER1NO b S.URVEYING
2:1-2 8, :NORTH° PTNES ROAD
SPOKANE:, WASH I NGTON 9 9 2 0 6
-
PAGE 2 OF 15
CF.OSRY' S SHORT PLP.T 941 - 93
SWALE CALCULCULATIOKS
Tat~] haid 31'ea = 9211 sc. ft.
Tota 1swas P area requi reci = 9211/ 12 = 768 sq. ft.
Swale area desinated = S x 475 = 3800 sq. ft.
Volume of swales required = 768/2 = 383 sq. ft.
Volume of swales designated = 4 x 0.4 x 475 = 760 cubic feet
Total area basin "A" = 110 x 228 = 25,080 sq. ft.
Less hard area 9,211 sq. ft.
Grass area = 15,869 sq. ft.
Cross aiea in acres = 25.080/ 43560 =.5758 aces
Tc = c [Lnjs ] _ (.15)[228(4)/.01 ] = 8.96 minutes
Q = CIA = 0.25(3.42)(.5758) _ .49 CFS
rL4W IN SWALTr.S IN BASIN "A".
Using TablP 13 on page 6-34 and Figure 1$ on page 6-42 of Spokane
County Storm Drainage Cuidelines.
Z= T/d = 10/0.67 = 14.92 for concrete apron.
Z= T/d = 10/1.16 = 8.62 for grass swale.
Z/n ratio for concrete apron = 14.92/ 0.014 = 1066.
Z/n ration for grass swales = 8.62/0.03 = 287.
`a
F ,y • ,
,g,, .
. .
~ PcxPMES o6r2'r, _ Z 0~ y}
PAGE -3 OF' 15.
INDEX -
AP_PENDIX FOR DRA TNAGE CALCU-LAT I ON S-
~
~
I
PAGE 4 OF 15,
I_lNDEX
1. BOWSTR I NG P-R I NT OUT FflR BAS'I N, "A" (-END OF',,R•EPOR'T I N ENV-ELOPE
2. RATN-FR'L LI NTEN-S I'TY CHART
3. RU,NOFF COEFF I C-I ENTS, T•ABLi-E 1 FROM SPOKA'NE COUNTY GU I DL I NE
FOR ST,QRMW,ATER MANAG'EMENT
4. FI'CURE 3 TIME 'OF 'CONCE_NTRAT.I.ON FR;OM SAID G.U.IDE,L-1NES
5. USDA 'SCS: SOILS MAP D.F :S.QI,L CLAS.SIFICATI'ONS, PAGE; 67
USDA S:CS, GENER•AL S4I L MAP
, - - -
7... PA'GE '~6=42.,, ,,OMOGRAPH FOR FLOW I.N TRIANGLULAR 'CHANNELS,
'TW;O,.,CHARTS U'SED,, ONEF.OR CONCRETE APR~ONS AND S-ECOND FOR-
'GRASS SWALES.
~V /T ~ •
' ~ , n~ ~ ~ ~r
- - - ~ •
_
-
.
- e
.y - -
4-4 .S_
.
44
- -
1 1 ~.1~- ~ l~ _
1 ,3
' , ~ ~ . ~ r~.. ; _ _ 1 - -
~ . - - ,
- ~ - - .
1
~ ~ - - _
, . . • ' ' M _ : • _ . . . i . , ~ : ~ , . ~ . „ • - ~ - _ 1 ~ ~ ~ ~ ~ i ~ I ; .
. . . . . . _ ~ - ~1~ B~ yp
0 ZO /00
40 .60 U
/0. 34 ~
~ .
I
~ I
j't- A-
TABI:E
RUNOFF COEFFICIENTS FOR STORM SEKERS 37 '
ROLLING HILL-Y
Fi:AT ' 2%- - lOX OVER. lOX
Favement., and' Roof s . . . . . . . . . . . . . . U. 9U U. 9U U.-9U` ~
~ . - -
Earth- Shoulders • . • • . . . . • . • . . . . U. 50 .0. 5U 0.50.
Drives and Walks . . . . . . . . . . . . . 0.75 0.89, 0..85
Gravel -PaveIDent . . . • . . • . . • . , • • • 0. SO U. SS 0. 60
City. Business Areas . . . . . . . . . . . . . 0940 0•85 0.85
Lawris, Sandy Soi-1- . . . . . . . . . . . . . '0.10 0.15 0.20
Lawa, -Heavy Soil . . . . . . . . . . . : . U.: U::22 .U.35
. ~ Grass Should'ers . . . • . . . . . . . . . . _0:2~ 0:25
Side S1'opes.9 Ear.th . . . . . . . . . . . . . 0.60 0.60 ' U.:66
Si'de Slopes., Turf • • . • . • • . . . . • • • 0.30 0.30 0,.30
-Median Areas,- Turf, . . . . . . . . . . . . . . V.25 U.3U 0.30
'Cul-tivated ~I:and, Clay and Loam . . . . . . . O. SU 0.55 U. 6U
Cult-iva-ted Land, Sand- and Gravel 0.25 U.3U ~0.35
4ndustri°al A_r-eas, Li'ght . . . . . . . . . . . 0. 50 0. 7.U 0.180,
Industrial -Areas;, Heavy . . . . . . . . . . . 0.,60 U.BU 0.,9U
. . Parks and Cemetaties . . . . . . . . . . . . . (i.10 • 0.15 0.25-
Playgrounds . . . . . . . . . . . . . : . . . 0.20 0.25 U.3U
Woodland add Forests . . . . . . . . . . . 0,010 0.15 0.20
MeadoWS 'and- -Pa''sture L"and . . . . . . . • • . 0.25 0030 U.35 '
* * ~t *
*SINGI.E, FAMII:Y RESIDENTIAL
(Dwellint Vnitl Groes Acre)
(Saady and GravellySoil)
U71.-0 DU/GA . . . . . . . . . 0.15
S. DU/.CA . : . . . . . . . . 0. 2U
1. 5-3.0 DU/GA• . . . . . . . . . ;U.,25 ' ' .
3.'0-3..5 DU/,GA, . . . . . . . . . . 0.30
3.,5-40.0 DU/GA- . . . . . . . . . . U.35
~ 4.0-6•0 DU/GA a . . . . . . . . . 0.40
6. U-9'.,U DU/GA . . . . . . . . . . 0060
9. 0-15. U DU/GA . . . . . . . . . . 0.70
* Assumes flat lot plus :one-half ,vidth of abut~tiq street. Other configurations •should, lbe- checked by combining -individual runof f factors for, each' .v,arious sur-face.
Da'.t e 4 /'4 / 8'4
TAB•LE T
6-2
f3 ~
r
'TIME OF CONCENTRATION TYPEOF AREA _ n
AvERAGE GRASS, COVER :a
Tc = Ci Mn 0.6 POOR GRASS COVER
' VALUES OF Ct
Exomple :
• L= 1,000' s= 0:01 n=J0.5 C;t = 0.3 NATURAL DRAINAGE ~ A'REQ .4
_ Tc 49.7 min'ute's OVERLAND- FLOW .15
' . =
10~000
- 0.000i ~ 100
~
i
o.o1 so ~
~ - o.ooos
i
y / 40 ~
/
~
1;000' 0.001 /
30 -
- ~ /
N; o:ot 00,
900
(2) 20
O.s
_ ♦ ` / ~-!j.
0.008 / - -
- - `
♦ ~
.
~ 0.5
100 0.01.
- 10.. O.{
0.08
S 0
~
i . y
g
. . ~ ' 0.09
- Q01l
'(n ~J
! 21
10 , o. i
6 y
y ~ll i -
- ftl L•I -'S •
ftl ~ •2•• !31 Cl• 2 • Tc
1 I Y
'(LJ!S1 (TC)
' FIGURE 3-
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5000 ~ • .TO
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IdOnAOGRAPH -.FOR FLOW
.IN, TRIANGULAR, CHANNELS
6-42 '
,
F ir,iiaF iR
(3 Y 's C O~ysv2.T-
.
L?
A- -r 7 1x*-
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~ ~!1 I ~ [OV~TIOIIe 0 • 0.f~1d'•~~ .
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,9000 ' - foasmit.i awaa+olhrt ro N&rte1#i.a „ ~ •
8000 •otrod o► 'ttl•:.iL- • ~ .
. 700~ • • h.,RCO~r~ooK a c•oif uoPc 1.0
• 6000 a.g•a.og O:i a i •ooc49ow49 1946;.•, . • - • • .07
' - 5000 wsa eo, twatroe 4»1 - - i .
.06 .80
. •
4000 .70
- EXAYPI.[ 1fuoiiarto',ures!
, ..oa
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90 . 80 ~s s■oer uu wodosaa~w O [.004 ~ .08
W cr 7-40
so " o. o .os
. so S. To «.c.u,c ~ . _ o .ooa Go
. ~ asc.~ut o~ ~o_ = ? .04 !
ro.•~o. a •a+..sa► •
M~wWVrOtM tt . . i1 F
N?aa.MI osM. A 100 TOTAL 006CM44K tlt .OOY ' v a.ries ecorim e. •rco vol sowoeo&rw To - ~ •03 20 ~ti~~riat o~ a~ o`O~~ai e•oo ot~~• Q.
~ ~ .
. r =
ro o~t~area~ ee~anst r .0,t r~ a
- . cauo~irt stoi~pr o - . W
raio. I86NYIII8O• S. .~s. ~
10 • f0 Oslalr 01/QRaOog w ~ , .001 , Q
sioT~ar • atuiu:io •i~~~•d~''
pSofM O ~ OO?&rs Ob IOn
•lOpi Ma110 It an9 0c1/M 4'. f1K0 O, • p, ~ 6s,
- - - - - - - -
N,0 Nl:O GRa P HF 0 R F:L_0 MI -
IN TRIANGU,L:AR CNANNELS
2g
6-42
FIr,tIRF 1R
12
I-90
N89'57`37'W PL - 127.45'
, M
25' BUILDING SETBACK
~
~
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.
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0
z ~
15' UTILITY 25' BUILDING SETBACK o~
EASEMENTY~`° / ~00•
BDTTOM OF SWALE
W ~~,C>~ A
z A o P~ De tc 65~05°42'
Q
J ZO Leng. 56.81'
Chord 53.80'
u Z Tang. 31.91'
.
Q ~004
O
U
24,954 SQ, FT,
~F was ~CG,
810 NDRTH - y -9
' ~v
SCALEt Sr = 30' ~
DATE- 7/14/99
o~
s,oN `
TRACT A, BLOCK 43 ~xPIRES 06/27/00
SP-941-93
I-9d - - ~
127.45'
_ pL
Nac)e57'37r
.
_ r.
0
25+ gUILDjNG SE~ $~CK ~
~
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ui
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~ ' 2 A ~
J
BUILDING S~TBA~K
25 ~
061,
/
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8~
35ch~ d 53
S6SV So~+9• 31.916
c'Q•~- , Q
C7
50,00. pt ~
.
Zg S~ , F-T URY~F-LU
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6;3fF PA w SH G'
. W
301 S~QN t.
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A~T E
~
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H
RodC 50,00' Rad. 30.00' Rod_ 25.00'
6' Leng. 72.15' Leng. 47.26' Leng, 25.21'
Chord 66.05' Delto 90'15'02' Delto 57'46'09'
Uelta 82'40'25' Chord 42.52' Chord 24.15`
Tang. 43.98' Tong. 30.13' Tong. 13.79'
A~ j0f6), 5' SETBACK LINiE
~ BOTTOM OF SWALE
~
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o spoo, p~ ~SF~yE,
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0~ ~ ~
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J ~
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o U
a ; 0 SCALE, 1' = 30`
W y ( v DATE: 7/14/99
Ln
W I
I
LO
23,748 SQ. FT,
J ~
~ ~ ~ (3 I o
805 NORTH
tn I a
`%i ~ I ° I Z
25' BUILDIhG SETBACK I~ I
/ I I
10' UTILITY EASEMENT YG S' FUTURE ACQUISITIDN LINEN89'S9'22'E 82.31' c ~
127,44' (tol R/W)
~R~ADWAY AVENUE 2' DEDICATED 1999
~
TRACT C, BLOCK 43 oN
S P-941- 9 3 ~XPIRES 06,/27/00
~
E F .
Rnd D 50.00'.. Rad. Z5.00~ Rad 30.00~
' Len 25.~1 Leng, 47.00
Chflrd766 OS' DFl A 57'46'09' Delta e9'45"10'
Delta 92'40'27' Chord 24.15' Chard 42.34'
Tong, 43,98' Tnng. 13.79' Tcng. 29,88'
5' SETBACK LINE
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o I~I W ~ ° SCALE: 1" = 30'
U I`n ) W ~ DATE= 7/14/99
A ~ Z 23,707 SQ. F T.
I ~1= po 804 NORTH
o
U-) cu
25' SETBACK LINE
tn
o
z( I 10' UTILITY EASEMENT I
I I F
_ _S' FUTURE ACQUISITTON LINE
S89'59'22'W 82.57' 4G,
A G'
~ 12 7.44' CN R/W>
2' DEDICATED 1999
BROADWAY AVENUE
~ ~
o
F
TRACT D, BLacK 43 oNA`
S P- 9 41- 9 3 ~xPiRES 06 /27/0~
~ 10' MIN. ~
~
~
~
3
~
0
~
~
14" MIN. ~ 15" MIN. o
~
0
:
,o r PAVEMENT
~ ; i / / ♦
d Q ~
~ Y ~ a a 7 • O
4 • . \
. . . . . , ~~`~~~c~~ , j~'~'~'~~ ~~,~,u ~ ` / ~
4' MIN, THICK CONCRETE SLAB NOTE:
W/NO. 3 REBAR 18' O.C. BOTH WAYS SLOPE l:l MIN. TO 3:1 MAX
PAVEMENT TO BOTTOM OF
DRA \ AGE SWA-E SPILLWAY (APRON)
WITH C4NCRETE APRON DAM
INSTALL CONCRETE DRIVEWAYS ACROSS SWALES WITM 6" HIGH DAMS ON THE UPSTREAM S1DE.
(NO SCALE)
TABLE OF CONCRETE (APRON) DAMS
% OF GRADE ACROSS BOTTOM
TRACT % UF GRADE DROP IN INCHES
A 1.3 3-7/16
B 1.21 3-I/2
C 1.33 4-13/16
D 2.4 5-3/4
. Tq6,
Q y~~, ~9
Z -I
~
/
S~ONAI.
EXHIBIT
~XPIRES 06/27/00
SP-941-93
I Y
'i
~p
S U K A N E C O LJ N T Y
.
DNIStON dF ENG`INEERI,'~G AND RQADS A DN15[nN OF THE PUBLIC WORKS DGPARTMENT
William A. Johns, P.E., County En&eer
September 10, 1999
Mel Taggart, P.E.
Taggart Engincering & Surveying
2128 North Pines Road
Spokanea WA 99206
SUBJECT: SP-941 (Crosby)
Submittal Acceptance
Spokane Cnuaty Project No. SP-941
Gentlemen:
We have condueted a general evaluation nf your recent submittal for this project, and we find that this
submittal appears to meel the minimum standarcis of the Spakane Cormty Standurds for Road and Se►tier
C't)i1Sh'J1C110ti ("SCRS"). We are, therefore, able to aecept your approval of the plans and calcutations for this
project.
In accordance wit6 the applicable SCRS, this acceptaoce is va6d onNl Septeruber 10, 2001. If the
facilities are not eonstrucied by chen, you may request an extension of the acceptanee for an additional two
years; however, the plans may neeci to be revised to reflect eucrent standards prior to granting the extension.
Please nAte: The Couoty's acceptance of this submittal does not relieve the sponsor or his a.gents from any
liabitity related te portions of the design that are not in conformance with the SCRS, or v+Phich do nat follow
gond engineering practice; All permits and notifications nemsary prior to coastruction are the
responsibility of the project Sponsor and/or his assigned agents; and
We are enelosing a stamped set of calculations and plans (blackline prints) use. Per your instructions, we
vvill g,enerate a set of sepias from the original Mylars for you, and will bill your account
Sincerely,
William A. Johns, P.E.
Spakaae County Engineer
f~ .
Edvvard J. arrry, r., P.E.
P[an Review Engineer
cc: I'roject SpUnsor
Projeet File
1026 W. Broadway Ave. • Spokane, WA 99260-0170 9 (5139) 477-3600 FAX: (509) 324-3478 TDD: (509) 3243166
i
:SHOR'T PLAT 941~- -9 3 '
FOFtCHD,. 'I N,C:.
4R:IGINA-L-; APR"IL: 2-6., ,1:949-
REVI SED. 1JULY 26 , -1.949
, REVvI S-ED,: AUGUS.T 2:9 19 9 9
CUUNTY UNW-4EERS QFFiCC
DRATNAGE CAL'COLAT17 ~;~RIGINAL
CONSTRIlCTI0111 P S
PROJECT*: - c
" . DATE ACCEPTED: _
ACCEPTANCE.EaCP1RES: -
PROJEGT-'LANE.MILES PU6LlC: - .
, s
~lECT LANE MILES PRf1/,ATE:
PRO
CONSTRUCTtON DOCUhAEN747iON ANO CERTIFlED
EiECORD.DRAWI140S.'A8-9UILTS' AR~ REI?UlAED PR10ii ,
, 'T~0 CQUNTY ACCEPtANCE_ANO ESTABI.tStiMENT, Of THE
FtOADS,AND`DRAINAGE FA~ClLITIES~FOR MA►INTENAPtCE. • ?
PIERWT REQUIFtErjj I15nnl 477.36W .
N Cl ~ k 'IT ENC, ~5$ DAYS' '
..r.:c, , i'i 1'C7 _
-
~
~ 416'
_ •
EXPIRO,061271 _Zoca . ~
`MELVlN` VAGGAR=T - r
~
TA~G.GART EN.GIrNEER IN.G-& SURVEYMG 13E~.~~VIE~
2128 NOR;TH- PTNES ROAD,
° SPORANE', WA;SH I-N.GTON 9a9 2'0 6 ~
AUG 3 1 ~s
.
6F0 E~COtJNTY.ENGiNEEFi,
. I~v
a ~ ~ ♦
SHORT PLAT 941-93
FOR
CHD, INC.
ORIGINAL APRIL 26, 1999
REVISED JULY 26, 1999
REVISED AUGIIST 29, 1999
DRAINAGE CALCULATIONS FOR SWALES AND DRYWELL
ENGINEER' S CERTIFICATE
THE DESIGN IMPROVEMENTS SHOWN IN THIS SET DF PLANS AND CALCULATIONS
CONFORMS TD THE APPLICABLE EDITIONS OF THE SPOKANE CDUNTY
STANDARDS OF ROAD AND SEWER CONSTRUCTIDN AND THE SPOKANE
CDUNTY GUIDELINES FOR STORMWATER MANAGEMENT, ALL DESIGN
DEVIATIONS HAVE BEEN APPROVED BY THE SPOKANE CDUNTY
ENGINEER. I APPROVE THESE PLANS FOR CONSTRUCTION,
~ ' Tq
~
, ,.,4
~
s~ONAI ~XPIRES 06/27/01
MELVIN TAGGART
TAGGART ENGINEERING & SURVEYING
2128 NORTH PINES ROAD
SPOKANE, WASHINGTON 99206
dr
• i,
SHORT P.LA~T , ,9 41--9 3.
, . -FOR.
CHD', -I-N.C.
ORIGINAL APR-I-L .26,, 1.999
R-EV-I SED, JULY° 26, '19-9.9-
REVISED' AUGUST' 29., 1.999
DRAINAGE CAL'CULA:T-I-ON,S FOR SWALES AND DRYWELL
~
~
.-ME-LV-I,N' TAG'GART
TAGGART ENG I NEER-I NG SBJRUEY I NG '
21278. N'ORTH PINES R,OAD
SPOKAN~~,., 'WA'S~HrINGTON 9.910"6
,
~
PAGE 2 OF 15
CROSBY'S SHORT PLAT 941-93
SWALE CALCULCULATIONS
Tota] hard area = 9211 sa. ft.
Total swale area required =9211/ 12 = 768 sq. ft.
Swale area desinated = 8 x 475 = 3800 sq. ft.
VolumE of swales required = 768/2 = 383 sq. ft.
Volume af swales designated = 4 x 0.4 x 475 = 760 cubic feet
Total area basin "A" = 110 x 228 = 25,080 sq. ft.
Less hard area 9,211 sq. ft.
Grass area = 15,869 sq. ft.
Gross area in acres = 25.080/ 43560 =.5758 aces
Tc = c [Ln,/s ] = (.15)[228(4)/.01 ] = 8.96 minutes
Q = CIA = 0.25(3.42)(.5758) _ .49 CFS
FLOW IN SWALES IN BASIN "A".
Using Table 13 on page 5-34 and Figure 18 on page 6-42 of Spokane
County Storm Drainage Guidelines.
Z= T/d = 10/0.67 = 14.92 for concrete apron.
Z= T/d = 10/1.16 = 8.62 for grass swale.
Z/n ratio for concrete apron = 14.92/ 0.014 = 1066.
Z/n ration for grass swales = 8.62/0.03 = 287.
w
.
«
~
~ 6
N
EXPEAIES Od12Tl Zo 06 ~
PAGE. 3-OF 15
=I-NDEX-_
APPENDIX FaR DRA.I.NA'CE CALCULAT-IONS
.
~
~
~
PAGE, 4 OF 15,
INDEX
1:. 'BOW STR,I NG , PR I NT. bUT' FOR' B-AS:IIN "'A" (~END OF REP.ORT -I tV- ENVELOPE )
2. _R-A T-N-FAL L I NTEN-S I TY CHAR,T ;
3. -RiJNOYF COEFFI C I-EN.TS T-ABLE: 1 F,R"OM SPOKANE CO,UNTY GU I_D,L-I N:E.S
-FOR STQRMWATER MANAGEME-NT
4 . F I CURE 3.T'IME OF CONCENTR'AT I;ON FROM 'SA I D GU I DEL l-1VES
USDA SC3 SO I LS MAP OF SO I L U_AS$IFI CAT I ONS ,'PAGE 67
6. ~'US-DA 'S.C-S, GENERAL SO'I L~ MAP _
-7. PAGE b-42', 'NOMOGRAPH. F.4R FLO,W' IN TR«IAN:GLULAR' '.CHANNE-L,S<,,
TWO: CH-ARTS USE,D, ONE~ FOR CONCR-ETE APRONS AND. SECO,ND' FO-,R GRA'S8 SqALES. -
,
. i
~
J,•'~ /~1 ~ - -t > t~ ~L /C'
- - • ~ . _ _ ,
_ - - - - - - - - - _ . ~
= T
- ,.,..i
46 - - - -
-
~ ~ - - - ~ - - - ~ - - - -
5
_f..~_ ~
- - - - - - - - - _ - . .
4
r • fi . ' ~ -_-r- r -
_
~.:11~ . o ----t- - - _
_ , - _ - - - _ - - .
+
i - - - -~--1
'1. . --~-~~-I-• --~i--.. '
Z - - - - - - - -l~ m _ - - - - - .
~
~
J. _
--a, _ - - -
- _ - - _
Y. 44#1 1-1
' ° ~ • ' ~lil~, i~
_
ZO 30 • 40 ~0 ~ 60 10 60 90 /00
~ Uti
~
TABL-E 1-
RUNOFF CQEFF~ICIENTS-FOR STOBM'-SEWERS C l~-~-5 3 L
ROLLING HI-LLY
• _ FLAT 2X - lOX OVER lOX
Pavemen[ and Roof s,. . . . . . . . . . . . . : . "U. 90 U. 9U 0.90
Ear:th Shoulder.s . . . • . . • . . . . . . . 0.50 0.50 U._50
,~Drives and,Walks . . . . . . . . . . . : . . 0.75 0.80 0.85
Gravel ~Pavement . . . . . . . . . . . . . . 0.50 U. SS 0._60
City, Business Areas . . . . . . . . . . . . U.BU, 0.85, 0.85
Lawns, 'Sandy. ,Soil . . . . . . . . . : . . . . 0.10 0.15 ~ U. 20
law1-, ~Heavy- Soil . • • • • • • • • • • • • • • .Uw' V. ZL 0.35
. Grass Shoulders . . . . . . . . . . . . . . 0.2~ 0.25 U.25
_
Side Slopes, , F.arth . . . . . . . . . . . . . . 0060 0.60 'U. 6U
Side Slopes, .Tur-_f . . . . . . . . . . . . . . U.3U 0.30 0.30
Median Areas,. Turf . . . . . . . . . . . . : . . U.25 0.3U U.-30
C41t1vated Land, 'Cl-ay and Loam . . . . . . . . D. S'U 0. S5 U.6U
Cultivated L;and, Sand and Gravel 0.25 U.3U U.35
Ind*us [,r ial Areas, '-Li gh[: . . . . . . . . . . . 0.50 0.70 0.80
Industrial Areas,, Heavy . . . . . . . . . . . U. 60f U. BU U.190
~ Parks, and' Cemetaries . . . . . . . . . . . . . U.1~0 • 0.15 6.25 -Playg~rounds . . . . . . . . . . . . . . : . . 0.20 0.25 0:30
,
Woodl*attd and Forests . . . . . . . . . . . . . 0.1'U 0.15 0.20
'
'Meadows- and' Pasture Land . . . . . . . . . . . .0.25 0:30 0.35
*SINGI:E -FAMILY RESIDENTIAL
(Dwelling UniC/Groes _Acre)
( Sandy and Gravelly, Soil )
0=1.U DU1G&. . . . . . . . . U:15
,
DU/GA . . . . . . . . . . 0. 2U
1.3-1.0' -DU/GA- . . . . . . . . . U.25 .
..1Q~
3.'0-3. 5 DUiGA . . . . . . . 0.30
3. S-4. U DU/.GA . . , . . . . . . . . U. 35
- - 4. 0-,6010 DU/GA . . . . . . . . 0. 4.U,
6. 0-9- U DU/GA . . . . . . . . e . Ue 60
9. 0-15. U DU/GA . . . . . . : . . . 0070
* Aseumes 'flat lot plus one-half wid'th of abut;ttng. street. _Other configuratione
-should be checked by combining indiyidual runoff factors for each various' surface:
Da-te 4/4i84
TAB LE 1
6-2
c,e
os
~ • TIME OF-CONCENTRATlON - T,YPE 'OF AREA _ n_
' - AvERAGE ,GRASS COVER .4
Tc = Ct (Ln POOR GRASS COVER .3'
~ - ' VALUES OF
Exbmple :
. L= i;000' t = O:Oi_ n= 0:5 Ct = 0:3. NaTURkL ORAINAGE AREA .a
Tt 49. 7 minut,es OVERLAPIp FLOW 15 .
10,000 0:0001 ~ 100
i
3,0.00 y ~
~ O.OI
_ •90 r
~ 0.0005 - • `
/
/
4Q r
~
~
1~000, -0.001 /
/
r3~ 30.
o.os
;soo - ♦ r:o
~ 0.1 / (2) 20
~ J J - - o.s
♦ , _ j~ t~.
0.008 , - -
` i
♦
100 . 0.01 10 _ 0.1 i
~ - 0.05
'so
. ~
0.05
~ - aai
(2) 10 0.1
_ H
~
9. ~
.
F~1 1 r s .
lt1. .1 •2 •o
l3,1~ C~•"2 - Tt -
es.ao
cf (s ) rTc 1
FIGURE 3
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. a "~J711~71i9'(.~~;IC~'' ~~~h':~{l1i.~'~ d~, ,.w~l+ . - ,'~M `p~ y ~l 'M~~.,~'.t.~F~~a~••j'~~1'i~~l~;! " • 1 ~ , ~
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t., I ' 1'H:NI~ i t)Iih±IW,C I 1.i~UN'll' 'O
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NOAA'OGRAPH - FOR FLOW
IN T'RIANG.ULAR CHAN~NELS
. ,
- • ~'~~,U'R~ 1 ~
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6-42 ~i
. . ~
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N89°57'37'W, PL 127..45'
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'25` BUILDING, SETBACK
~ - cu
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EAS:EMEN-T_Y
Q~-
BOTTOM OF -SWALE- - _ , ~ ~
N
z A Rnd. 50.00'
Q Del'tn ~ 65'05'42'
J 1,0 Le,ng. -56.81'
Chord 53:80'
U, Ao~OQ2 Tong. 31.91'
O
U
- 20;95-4 &Q;. FT,
81,0 NORTH - oF Asy' 'c
- -
SCALE: 1' = 30' -
D'A T E : 7 / 14.v'"
~ S~OWAL
TRAC T A, -BL[ICK 43
~XPIRE5`06./27/0-~
- SP,-'941-93,
1-9° - • - ~
_ 127 ,q5`
-
37 V
~
~ . ~
~
- SE~Bp~K o
~
BUIL~I~G
_ 25
~ W
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4 ~tIDE DRIVE~ pY ~z
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C3
J O~
t~.. SE1 gACK
25BUILDIN~ ~
~
~
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Rod• 54 ~~l~ / ~ ~ g <L . 56 a~' , .
6~, j ~ 35, . ~ ~elto
. '~•r~-~~ V Yo~9 ~~•91'
NT S65'c'1 '24.r Et ~
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28 SQ' F T a
1 N ppVEMEN~ A A~G'
f °
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30'
~C~LE: 1
-C Ea 7/ 1419c 'RES Q~ f 27 ~0
D ~ ~XP
BUOC'~ T RP~c~ . SV) _ `3 41- c33
' G H
RadC 50.00' R0, 30.00' Rod. 25.00'
6, , Leng. 72.15' Leng, 47.26' Leng. 25.21'
Chord 66,05' Delto 90'15'02' Detto 57 46 09
Delta 82'40'25' Chord 42.52' Chord 24.15'
Tnng, 43.98' Tang. 30.13' Tang, 13.79'
A~ /0~6), 5' SETBACK LINE
~ BOTTOM OF SWALE
~
~ !D
o -
cu
I I / f~~•F ~F
0 25' S0, p0,
N A4 ~SFMF
~ I l
C
~ < 1 ~
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1-- \
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a W ~ o
~ -j DRIVEWAY\ L0
a- r-
c~a
L,_1
O H Z~
J w ~
t~ ~ - N ~ \ \ ~ ~
~ \ 1 =
o U
Q a SCALE= 1' = 30'
w N ~ ~ DATE: 7/14/99
¢ I ~ I
~ W
23,748 SQ. FT.
~ o
805 NORTH
~ = i~ I ,
.
~ .
R'
25' BUILDING SETBACK
I I
~ 10' UTILITY EASEMENT G I I
I
g' FUTURE ACQUISITION LINE_ L~_ ~N C• T q
- wasy~y~,
N89'59'22'E 82.31' { c ~
0
127.44' (N R/W)
2' DEDICATED 1999
BROADWAY AVENUE o~ 6
~0 N
TRACT C, BLOCK 43
S P-941-93 ~XPIRES 06/27/00
~ 10' MIN. ~
~
~
~
3
~
0
1~" MIN. 0 15" MIN. o
D
f--;a r PAVEMENT
. .
.
m = ~ -
, ~ ~ a ` ~ • i N ~ d ~ . ; ,\A
A
4' MIN, THICK CONCRETE SLAB NpTE~
W/NO. 3 REBAR 18' O,C. BDTH WAYS SLOPE 1:1 MIN. TO 3=1 MAX
PAVEMENT TO BOTTOM OF
DRA \ AGE SWA-E SPILLWAY (APRON)
WITH CONCRETE APRON DAM
INSTALL CONCRETE DRIVEWAYS ACROSS SWALES WiTH 6" HIGH DAMS ON THE UPSTREAM SIQE.
(NO SCALE)
TABLE OF CONCRFTE (APRON) DAMS
% OF GRADE ACROSS BOTTOM
TRACT % OF GRADE DROP IN INCHES
A 1.3 3-7/16
B 1.21 3-I/2
C 1.33 4-13/16
D 2.4 5-3/4
N C. T40
oF Asy (2
~
o,~ 9
sS/oN11L
EXHIBIT
~XPIRES 06/27/01
SP-941-93
C/S
E F ,
D
Rnd. 50.04'.. Rad. 25.00' Rnd 30.00' p0~
Leng. 72.15' Leng. 25.21, Len9. 47,00'
Chard 66.45` Deltn 57'46'09' Deltn 89'45'10'
DettaL 82'40'27' Chord 24.15' Chord 42.34'
Tang, 43.98` Tang. 13.79' Torg. 29.86'
5' SETBACK LINE
~S I
BOTTOM OF SWALE
F, ~'~S \ 1 ~
X10 ~P
~ N ~Q-
~o' I I
~
oo
D ¢ `D
. o0
(~U ~ H Y N
~ LLJ QW
cWn ~ w
w ~
~ o
~ 7)
W CL
~ .
Q ~LO
~ E
Q 3
o W ~
° SCALE: 1" = 30'
u I L'I W ~ ~ DATE: 7/14/99
I I~ A ~ Z 23,707 SQ. F T.
I LAJI? ~ 804 NORTH
3 I ~I
cu
25' SETHACK L1NE _
o I 1~
z I I ~ 10' UTILITY EASEMENT ~
I F
S` FUTURE ACQUISITIQN LINE
l S89'59'22'W 82.57' \N C. Tqc
i . QE A Sy G~
~ 127.44' (N R/W)
2' DEDICATED 1999
BROADWAY AvENUE
-o ~
~O
Fss~o L ~
TRACT D, BLOCK 43 NA
S P-941- 93 ~XPIRES 06/27/00
FOR
AFR1-4 8
DRAIIJAGE. .CALtrtJLAT:7Y01U:'i F0R SWP3-~~ES
'~b :
~ :
N ~
; EXPiRES 06It7% iT
S ; ~ NE~(~U~ ~ ti~ "~~1► ~~,~`w~ S OFf~.
.
E.
A
p-mWECT It .-5'..-~ 3~~►~ 4,~
9.
TO G~147f ~~~~~~MEP I
MEfriVZ;N TAGOART
TFir.,GARm ~P1.~:I.~tEEFRI NG S _ SUgVEY IMG
? 12z8 NO~~TK P'TR.OAD
~ SP4I,N~~ W~~SH•I~~'~GTO~I= 9'''2 G,6
is
-
I
SF'iQFi'T P LAT 94 1-9J
''FOR
, CH-D, ? DiC.
nPR,I,L "fi,, 1 9"9 9
= DRAI'IJAvE CfiLCULAT,!:O,NS FcW -SWAL=ES AIVD DRF`~1ELL
-
I
. ,
ME LVI N TAvGART
TAGGART ENG-I:N*E-ER-,IDIG_ u .-SURVEYING . 21 2'8 NaRTH_ PI RE'S ROAD
' SPOKANE, ~19SHINGTON, 5'920-0
~
c
i
~AGE % oF 9
CROSBY''S ShORT PLAT 941-93
- SWALE, CALCULCLJi,ATI.ONS
T,Q",.a_1 hard area = 921-1 sq.ft .
~Tctal swal~2, ;aZ'ed r- equi_recl = 92.11 f? 2 = 7,68 sq, ft.
Sw~:~l E arra desinated = $ 47 l~-0 sc~. f i .
`J.olume of- swales reguired - 76'6/2 = sq,
Vol uiti-z of swa: ~s des.i-gnateu= 4 x 0.4 :t 11275 = 760 cubic fee.t
<''<z~
T"o:t-a-1 ab3 sI ?'i "A _ -i 1-0 :ti 2418 25,080 sq' 1~ t .
Less hat,d area 9,221I sq, ft'.
G.r*a ss a r-e a= 15 , o 0 9 sq. f t.
/
.GrOSS area iri, acres = 25.0801' 43560 . 5?.52
T,c = c Lns
[ l ;8.96 minu.t.e,
CIA = U . 25 (3. 42 ) ( . 57'S$ ) = .49 CFS\ .
~ -
tr ~ I
EXRIRES G51271 2po
.
~
INDEX
DRAINAGE' CALCULATION-S
AppENDIX FOR
~
~
i-
c.
P AUE 4 oF g
~ INDEr
1. B.OWST? I-DJG Pk-I NT 0[1T FOR BASIItJ "A" (END OF F.~rQRT I N .iU'~ ELOPE 1
2. R'AI~NFA-L-L I NTENS I TY CHA'RT ,
. T. . ,
-3.1 R~,N~GF-F CGEFF I C I'ENTS. TFrBLE 1~FRC~M SPQI~ANE- CCCiNTY GiI IDLINES
FOR ~TOXt1WF,TER M.~tNAvEMENT
s. F IGU~RE 3 TIMs, nF CONCEN'~R T'ntit F?MM, SAID GUIDELT-Iv~~'S
5. US D n S c,S S,OILS r1-"iF 'GF 0- 0 . Ii, C L A S S I F ILtiTICWNFI'lGE o r
6. u SDA S,CS GENERAL Scs I L Mh-P
~
~
r
~
~g, ty
71
f
9 bil
6 ;a
,
- 1
i ~
44 -4-1
- ; -
~
A-Ax
,
•4 ' ~
~
,
t . ~
r
.
;
s
- .
-ij
ZO . 30 ~ 40 ~0 ~ 60 10 80 90 /00
~ ~ U~
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p ~ ,
~ ~ ,
i ~ y 401
>jIis ~~►~e,( j ` ~ ` , ~Y . ,
IB~) $ r
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t ~ y ~ ~~'•l,='~s,• 1a ~~~'4~ ~ i. 1,~~
~ r ~ , i, ` ,4 ~ ° rl~ ~~R~ ~l r ~~j ~ ,Ij , ~
..~11 'i 1i~~• o'~~ ~ l10~ `.'7 S~'4r_' ~ ~(Y~.~'..:~' •1 1'~' w !
~ ~i~r~~ t t ; ~ ~ ~ ~rR~ ~ ~~4',%~~ ~~~~.~•it~:: ~ ~~~y'. ~ ~~plp~ N ~
ivY~t~I{~ ~ '~,i~ ~~~tiid:~~, i .~~~y!•~~ ~ ~',~,~iii 7~'~~" ' ' ~ , ~ ~ .C•t' + "ti ' 'r „Q
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r h„ ~ ~ . ~~,11 t s , T K ~ ti" t~~' 1 R 1: ' 'u
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;h - t ' • ~ , , ~ c,!~~r ~ ~ n
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01 M Q ` e: y} ~,'1'i'~ ~ 1 t ~ . ~ +~3µ ~ r I , i~ 1 •t , 1~ r l ~ Ni4 ~
j a SAlI!1.~'~~:~ ~'7,. G ~~t • . , .1 ,'o ~ ~F w~ ~
ca al~ ~ • ' ~ . p
~ `~~°~l~~•~N~~t~'~ l•:~ e ~ 1 3+~~,~~'~M ~~~,."1.-.~'~ '4t ' 1~1
•p~,.1,' :f ~1{.ip;~~ 6 ~ .'i, ',t1~V{l~~+ ' 11~,j' ~ ~j •r ~ :'O •
u~ i .J ~~.41 • r <~~.Itl~~ 'W '~'t i j 1'r~^
. . , : I 1 1.4 . ~wi ~ ~ ; . . . .r . r Y... ~ ,i ~ ~ ~ :~.a~ ~ ~ ~ x .
~ ~ 3 ' : ~ • `v ~ ~ i ' , ~ I~ : ~;.!"f~. ~Y,~ A+i I, ' i,•" M ~ " 1".
~ ~V~~~ I. 'r ~~1 ~y,,~'~ ~n • 'i, '~~~1 ~2: ; ~,~~~p~;Jr j ~ ~~e ti, ti ~ ~ ~
11 . ~ ` (~,~7. ' ~ ` ~~e{. 3 '7~'~ ` ' ~ r ~ ` i
~~p r, ~ i ' 1 M1 ~ ' ~ ~4• • ~ ti U^•.~L~.t ` , . < ~ i ~ 1f , ~ • ' ~
i • ~ i ~vt r2• i ,i~" r''L" ~ tiA , , , c a+~ •i ~ ~ 1'
~ ~ I ~ ,~n ~ , i~'T 1 r 'i~,~ ~ ~`1t~;~41. , r~ 3' ~ ,
';N ' ~ ~ ' ' ~;°y ~i~ • ' t' ~ •i~. 1 ` yt ~ '3L.x`1.: t•, I . w ! ~o Jy • ~ 1~
~ y ~ ~ , . ' . ~ ~ • . ~1'' , •1
~ y ~;~y ~ ~M ~ ,a,•' '4 ' " '.:t~'• i ~ 4t~, 1~ ~''~;rv,a ! ' ~ ~ U ~ ' ~r~
° 'i.~ ; ~ ~u ~,;.~:.;~tr 'ti ~,n
10~1
CL
~ ~~';~~0 ~ ~ . , ~ 11 IA { • '
H j,n, ~ ~5~~ ~ ~ .t ~►i ~i( y~.~p~`• ~td . ~ . e ~ ~1. -
~ S. ~ ~ , Il ,~~~ti:.:--" . ~'`S ~ • ~ ~.c i~! YI 1~
~ ~ , ~ ~ , ~ ~ ~ f ~ ' r ~ t ~j ~
` " • ~ i ~ ~a: . a ~ 4y'~;a~~:b',"~°p''' f • K~~,,,
~ ' '~!v ~ ` ' r ;
~
t ` 1 ,~N i" ~ ~ . • `
~.r..:' ~ y~t.t~.~i~r'~~- •jr,"/• C3.
;'~.~ry .
~ ~1( , .r 1q.y_,iY"'~'~w►^~ 1 ~ ' ',`►y~/`~~ a~ ~v ,fQ'. A ~ i ~ , ;~:.Mr';Cry^,: ',iA•:•~y:'~ 'S ~ ' ~ • ~ . ~ O(~A ,~5~ N ♦ ! ,'~'ry ~j` 1 • ( ~,~V .
t • ~ , ti •
~ yJ,` `j ► ~ ;r,~ ~ ~.~t:..:a.•• ;"~'4~d;, ~1 , , i ' ~ 9
~,j ' 1;~'I~tJ. .1.~ ~~s y i ~ r~
` ~ ~ r . . ~ ~ ~ v ' „S ~~y,
y,.~ ~ , i, 7•~y{ e
't'/, 1 , • ~ q ~t~ . :,+~ti , fLa~. p , . i.V, .'~I~';~~1;'. t R .
Vy, ~1 ~.1- • ~ ~ '1"i`. • t : '~,'~,1 ~ 1 ~r~ l ~ •
+~+w ~ ' ~ y~ f . • r. ,
, ' :~~,'1~. ~`~Y'ti° ~,il'~~' rr ~ 0 ~
J , • ti~„~~~:Ft ~ ~ 0 1 F~ '~%1' • ~
~ ; ' .r'' , y , 1 ' j . . , I~'' ' : 1 r
I ~i+l~~ ~ ~ V' . ,i~~ ~ ~ ~r~ ~1, ~ 1 ~S ~~.y~~, r~ ~ .1~'•
• ~..,;,1~f:',h,.~~•~.:` , ; j~, ` '~~;,.y.r ~ + ~ ~I
.1{, tfl •.t 4•~~;~t~~~~y ~~1 ~`'j1~~ ~ , T~ I
it , •r;.~~. ~~~5 ►ti` . ! ~ / ril, ~ ~~:.~r,C~ ~ ~ nl •
1 ~ ~ ~ ..~•.~j~~~: ~ f H'a.~,~ I. ~ - S ~ !.1
- ~ i~~' , . •~,~'~d1' 1lC. ~~3~ s ( ~ ~~f~ y'~~y . ~ ~~t.;l ~ I']
~ .j t• ,:~i~ii'!. ( ~ f~ , y► ' t7
~ i' " 7• , 1 I ~16Sr
'i`'^1~~•~y, ,,~t~n~l,1~• 'V~. ~ ~ ~ y ;.1
j •,1 ''YC~~~li I~ ~ a''y~ * 1 "
~ ~ f) i ~!1';~ t ;~;~1,:~:.',! r~, - ~;s~• I, ~
~ ~ , ! ~ . `t ~y`G~ i _ i~ . '~1~,F~ ~jt 1; ~ • ♦ , ~ ~ ~ h 1~ A~
; : .,l~:y ~ Y.4;'!. +i .:iy.+I•1j.. IV w , ° • t y'iJ;~~
~ 7 f ~ 1 L •i }i~ 1 j ri l''!' . ' ' t ~ ~ ;~'VW .ItAM .
~ ',1a~ ~?1'~ ~r~;.~.~~^o~ ~ ~ .~:i~:r,i ;r. ~r, • I , ~ , .~I~i~ .
, • ,,r r • `''+R' .~:f~,. . . G~ . X q:
~ ~ ~ s! ~ ~w ~ ~i~ ' . , r.~ • y 1
b'
~ 't a~p, , r. ~ ~•y~ ~:~~n ~4, j ti~,.,, . .,i"d • ,
'I(~~,~ r ~ . ` fi `r'~ ~ ' ` , ~ ! ~yA ~ .`C,~ i ~ !A
Q ~ ~ i S4w', • , ~'1~ ~ i P . J ~ i ~ ~ ~:+t rw~ ,,;1 ` ( ' 7' Y~; •
y N ~ ` i 4k~
'ra' ► ~.'~t~~ ~ •+y .a ~ i~~
~ a ~ ~ • .
IiJ ~ ` ` ' ~ ~ • ~ 4 . l`~'~~ ~
n ! i, ~ vc
_ .2 PL/~ OG
TAB LE 1 l-3
RUN4FF COEFF.ICIENTS FOR STOttM SEWERS C/L-G.5 7
ROLLING HILLY-
- FL'AT 2% - lOX OVER 10X
Pavement -and Roofs . . . . . . . . . . . . . . 0.90 U.9U 0.90
-Ear`th Shoul'der-s . . . . . . . . . . . . . . . U. 50 0.50. 0.50
Drives -and Walks . . . . . . . . . . . . . . . 0.75 0.80, U.85
. _ ` -Gravel' Pavement . . . . . . . . . . . . . . 0. SO 0.55 0.60
City Business Areas . . : . . . . . . . . . o 0.80 0..85 0-.85
Lawne,, .San4y "Soi'l . . . . . . . . . . . . . . 0.10 0.15 0.20
Lawn', 'Heauy Soil . . . . . . . . . . . . . . . .U U.22 U.35
_ Grass 'Shoulders : . . . . . . . . . . . . .0.2'S 0.25 U.25
-Side, Slopes Earth . . . . . . . , . . . . . . U. 60' U. 6U U. 60
Side Sl'opea,, Turf . . . . . . . . . . . o U.30 0.30 0.30
~ Median : Aceas , Turf . . . . . . . . . . . . . 0.25 0.30 U. 30-
Cul[ivated, 1.and, Clay and Loam 0. S.U 0055 U. 6U
Cultivated Land,, Sand aad Gravel . 0.25 U.30 U:35
Industrial Areas, Light . . . . . . . . . . . 6•50 0.7U 0.8U
Indus.trial Areas,, Ifeavy . . . . . . . , . U.,bO. 0.80 U. 9U
_ Parks_ and Cemetaries . . . . . . . . . . . . U.1o • 0.15 0.25
P,laygrounds . . . . . . . . . . . . . . . 0.2U 0.25 0.30
Woodland and Forests . . . . . . . . . . . . : 0.10 0.15 0.20
Meadows -and. ftsture Land . . . . . . o . . . . 0.25 0.30 U:35
~ ~ * * *
*SINGL-E FAMILY RESIDENTIAL
(Daielling Unit/Groes Acre)
(Sandy and Graqelly Soil)
- yV~
0-1. U DU/GA . . . . . . : . . U. -15 F
~ • 1.0--1. S DU/GA . . . . : : . . . . 0: 2U
~1.5-3~.0 DU/GA~ . . . . _ C. . . . . . . ~ .U.25D,
_ _ _
. ~ 3. 0-3. 5 DU/GA . . . . . . . . . . 0.30 . ~o
3.5-4oO DU/CA s • • • • • 0 i • 0 O.35
: 1
4. U-6. U DU/GA . . . . . . . . . . 0.~40 ,
.
' - ~
6.10-9. U DU/GA . . . . . . . . . 0.60 E~6PIRES,jV271
9. 0-15. U DU/GA . . . . . . . . . U. 7,0 ,
Aseumes flat lot plus one-hal~f width ofabuttiqg~ street. Other conf igurat~ioae.
ahould-be checkedI by combiniag individual runoff factors for each various eurface:
Date 4%4/84
TAB LE f
6-2
C <<-°s QV/- f3 L:
YPE' OF AREA n" V
` T1 ME OF ~CONCENTRATiON ~ T "
AvERAGE GRASS COvER .a
Tc = C f (Ln /--Vs-) 0.6 POOR GRASS COVER .3
VALUES Of "Cl
- ~Eiample ~
• L= 1,00d s= 0.'01 n= 0.5 Ct = 0.3 NATURAI. DRAIN'AGE AREA .4
, OVERLAND FLOw .I5
Tc = 49:7 minufes
I
.
~0,000 O:oOOt ~ i0o
3,000 y y
0.01
_ so /
/6* `o ~
/
/
I ,1,000 ' . 0.0011
- (31 /.0e 30 -
el
o.oe
1.0
to
- ♦ o.s
` c>~
1 /
. ~
0:000 . ~ - - - y
- ~ 0:8
♦ _
100 0.01. 10 0.1
, i
, - ' = 1.0'
- ; o:os
.so y ~ Ct
o ~
~ y
s
~ y o.as
l~ 1
(2)
10 - 0.1 TA~ ~
- - As
. ~
rP~ ~ • z• e EXPiRES
~3J Ct• .2 = Tc '
FIGURE 3
5-5,
1 "
v 4 4,
U, S. DEPaRTMENT OF A6RICULTURE
r., I Nlll t)1tP~tWA
i'h~
E~ SOIL CONSERVATION SERVICE T I 6 W • '
F~„c41 ~
LL
WASHIN6TON AGRICULTUFtAI EXPERlMENT STATION 8 l' 9 0~
► I , 7 ~aa ~ ~
U ~
T. 29 N.
GENERAL SOIL MAP av,le
~ SPOKA.NE COUNTY, W AS~IINU'rON
Puk M; a E ` y n
m p
~ 1 G a c~ r w
.
1
n ~
N -
1 11°a0' ,~7'•" 0r\
e `
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til
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9L U.
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~ : ~•r;i~, ' ~N~~~ .g~ M S~ t ~
~k ~ Q . yt~. i ' ii^J S .
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U ~,9n~ ~i r'~ ~~`~a y,;K f~ ~ i~ ~ r~.~ k~ j• i ~ YI~O~ " 1
~ ~ M
~ %~L'*' ~ ~ n« •1 y '~J. Y~ 1• ~
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U)
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~ I,y', ~ ~i i.' 4~ .AZ 1'.:: +•'11~ ~h Y'~ T ~ ' i ~J ^'Y~~ .Y~. t1 tl
' y~'~, 1°'~ c 6~: ii~ ~::tl ' ~A~`A ~ , d 1 ti p ~
. ; ' ~ `'.,~'i,~: rc~ u, ° •1 ~ , . ~ Y
u ! ;'~'S ~ •~i~. , , . ~ . . .
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in V-1
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s~ ~ •9~'~ :i~ y~". cM; i;G: .I;~ ,~'~~'%i ~ y ,c' , t RA; IH~ ~ ~ji ~ : . ~s: 12r
O
V : ~ • i~ fi:.~ ':.r. :i1~s ~ `u~t1' ~ r. .y,:.. ~ ; % 0
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~
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Lu. ~a.. ' aC.. ':Y.t•' ~i..
~ M° '•,;ll `;:;~A .:t =Mt i~ ' ~ I7~ s:,2;, `
G'~'• ` H~' ~r„s t . y f' ~
(L ~ 4 + I'1 i j;~f' t•, ~ ~
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1~', M Y I~ i. ~i.'y:
~ ~o, u J°*~ ~a;„;p ti:J
~
,M
S P O K A N E , C O U N T Y
_
DtVISION OF EIJGtNEE[tuvG AND ROaDS A DNI5S0,D OF THE PUBLIC WORKS DEPARTMENt
William A. Johns, P.E., County Engineer
August 24, 1999
Niel Tag,gart, P.E.
Tagglrt Eagineering & Surveying
2128 N. Pines. Suite 17-15
Spokane, WA 99206
SUBJECT: SP941- Crosby Short Plat
3'd Submittal
Gentlemen:
Wz regret to cnform vou that xour July 28, 1999 submittal of thc road and drainage plans for this
project is not in accordance ~vith the Spokane County Starrdardsfor Rocrd r~nd Sewer CAnstruenon
(SCR.S), 1995. We are therefore unable to accc:pt your submittal for revieNv.
GenemUy, the items wc; discussed in our June 9`h letter and our meeting on June 21" were not
addressed. The Engineer's Certification still does not conform to the SCRS on either the Road
Plans or the Drainage calculatioas. in addition, the 208 Lot Plans do not contain a seetion detail of
the s«ale, as is indicated in pazagraph 5 of the 208 Lot Plan Guidelines found at Appendix C_2.
-Lot Plan Example" in the eurrent edition of the Gtuclelines fvr Storm)vater Managemenf.
A copy of the Lot Pian Guidelines «us provided to vou after our June 2V meeting. We are
providing a copy of the Eaginecr's Certification statement, extracted from the SCRS, for vour
iafncination.
Please call Ed Parrv ((509) 477-3600) if you have auy questions.
Sincerz[y,
William A. Johns, P.E.
Spokane County Engi.necr
Ed Pam9, E.
Plan Review Engineet
Encl
cc: 5ponsor, Wes Crosby, CHID, Inc., P.O. B9x 131717, Spokunc:, WA 99212
1026 W. Broadway Ave. • Spokane, WA 99260-0170 9 (509) 477-3600 FAX: (509) 324-3478 TDD: (509) 324-3166
' Submi ~ttal Checkl•st RECSVED
~
for Road & Drainage Projects in Spokane CountS• - PlatslS_hH11# JM*s1Q49
This Submitta! Checklist is to be eornpleted attcl stgned by the .Sponsor's Engineer, anY90YUQ~ ~~Mjg1
submirrcl inro thr Sjrokane Courrty Ertgitteers Office. !f this form is nvt , ftilly contpleted o»d signed, clo rtat
subniit plaris iv,ct ea1cudeations to Spokane Counry jor revieir nntt acceptance. IncanpCete submittals ►+►ill he
returned u,id Kill eairse unnecassary delays for tia:ir clrenr.
Project Name: S P 7- ?34
Spokane County Project No. vAl Ar llate: ZO /,5
~
kl Al' Phonz:
Pro]ect Engineer:
Project Spoasor: AA)~ 5 C.° ga 513~ e.RD PhtMe:
A. Preliminary Process
Prior to Submit~3 Raad and Draina¢e Plans, t~he foliowing events are tA have already occurred:
(By~ checkin~ e itert vJjrshoHyt beloty. }►nu ora statittg that you hav¢ vertfied Iliese ~~en1s/item,s irave been conrplrted)
~
c` mc~ion of a Hearing Examiner's Repoct for this long plat, or ~P(annin Re rt for this shott piat.
t(esst onz Pre-Desion Meeting has been held with County staff at the Engineers O ffice. `
An "Agrzetnent io P3v fees" has been signed by the project sponsor, and submitted to the Counly
Engineers Office.
Q A Channelization Ptan (e.g. signing and striping ptan) of pubiic rottdway impmvements, hes been
~ coordinated and diseussed with the County Engineers Office.
B. Roed and Draioage Plan Submittal
The items listed below• sre to be provided as a minimurtt a•ith a road and drainage ptan ;.ubmittal. Additional
information may be reqvired to demonstrate that the plans meet all applicable aandards.
(By chetJEirrg "yes " fpr eac6t it¢m shuwn belotv, yoct ar8 Verijr•lng tlsct f/tese itp.ms have been comDleted und are included rn
this subrnittsrl. Fur u,~y box chetk¢d "n'tt", a writteIt jusliftCAlian of ony Bmis.Pions vt th¢ end vjrhls secrfoh ts required.)
-
~ / Itcni 1)escription
60'yey/' Road and dr3inage plans, two priat sets. (Certigcation statement vn cuvcr of plans)
Ves Fach Ptan Sheet of record is signed and dated by the projcc:t sponsor.
0 yes The road and drainage design meets the requiremcnts of State law, W.4C 196-27 regarding '
.'conformity with accepted standards"; that is, the design reflects the "state of the practice"
e for the ptoposed eoncepL
C~es The ptans. Drainge Repurt, basin map(s), and any other catculations are stamped. signed
/ and dated by an engineer licen O in ffil Steu of Washington.
W-es 0 n/3 prainage Report, two sets. Tu inctude: basin map(s), time of coneeots-stion routes in basin
anap, and Cettification statement on caver of report and basin map. ~
0 yes ~nla Geotechnieal Repom ane set. (lnclude atl soil test pit/6oricig logs.) ~ ;J
a ycs _nla Svucturat Pavemeat Caleulations, one set 2AJ
0 yes rlk/n!a Crioss-slopt grsde calculstions for road widtning project:.
0 ye• ' ;~1air~tenaace Manual and Sinking Fuctd calculatic~ns for d~•ait~ge faci'ities locsted outaide
~?U
D ~t
A
► -
of Cnuntv road rigbt-of•way. i
~
i ties 0 n!a Wriccen esplanetion of wholwha►t entity will be responsible for maintainitig drainage
facilicies which are located outside of public road rigttt-of-way, and that the ptan is
)<n/a acceptab[e co che County Engineers Offce.FF.~~f~ry1c a'ud,tl ~s
0 yes Channelization Plan, or signing and striping informiW x provided in the coad plans. To be
included in roaci and drainage plan set. p &
a~Ces C n/a 1 have resd i~g Examiner's Report (long plat), or Planning Dept. Findin~ts and
, Gonditions hort pl8t for this prvjeci. The design meets the conditions in the report.
3 ycs Kn/a Copy of Approve esign Deviations. 7D AI' ~ F"c
$ye3y -~'0 Na Fire District Approval, for private roads. B%I ~
C nea l.oc Plans. Rcquired for any lois with drainage easemenGs and whic;h front a public road, or far lots which receive end treat runuff from a Ruhlic right-of-way.
0yes ~n/a Anr applicable State and Federal permits have been abtained. (i.e. HPA,IARPA, etc.). For
Permits with conditions, a eopy of the permit and conditions ar ia ded in the plan
40 suhmittal. v~/ - -
lp
G}ta Arda Inspection Agreement between the sponsor and its ettgineer. ReS (Z0
yes 0 rv'a For off•site easements to be granted to Spokane County, the fol:owin~g items shall be
included: legal dascriPtion, exhibit, and proof of ownership. ^I'T' L. F_
~
~ &!ves 0 n/a Erosion Coiktrol Plan, required for "M3jor Land-Disturhing Aetiviry:' To be inciuded in
the coad and dcainage plan set. ~ V 5r a lf Fl.) CA? (s- s ,
Explanatian for any items listed above which are not included in this submituil:
(Notc: an insufficienr juscifcation of whv an icem was nst included in the submitted, or incomplete documents, may resulc
in the submiccal baing, reiurned withouc rc`►iew or without acceptance. Provide attachsnents if necessary.)
8y signing betcnv. the enginezr is stating that the information provided in the submittal is complete, thet the
infanmation provided in the Suhmittol Cheeklist is aecurate, and the plans E.nd calculations are in accordance
with the Spokane County Stendurds for Road c4c Sewer Corutruc•tion, and the Guid.,linec fir Slormtivaler
.;t~uragement, except where an apnroved Design Deviation allows otherwise.
c~
Eng:nzer's Si~tnature: JAL& Datu: 7
Engineer's Name: J~ f~LVt N' `//4- 6 -6--A-1Z11
(please princ)
01 there are =v questitas ebvat this fornr or appropriate procecfures, please col! Developnrent Services,
Spokane County Publlc Kforks, ut (509) 456-3600.
For Spokstne County Uss Only
Submittal No: 3 County Plan Reviewer:
0 Accepted in for Review or Consuuction
Returned to the engineer without review ancUnr acceptance, See attached letter of explanetion.
Processing Date: ?4 h4ff ,
RECE VED
Submitml Checl:list U L 2 A ~'D9
Spokane County Public K'orks: April 29, 1998
SPOKANCOOUW. EZW@
►
portions ci the design which are not in oonfiornlance with these Standards or do not fotlow
good engmeertng ptactioe.' .
The plans, basin maps and calculations shall be signed, seated, and dated by the sponsor's design engineer. The oover sheet of the plan set and the cover sheei of ail the
caiculations shall bear the certification which reads:
°The design improvements shovm in this set of pians and calculations conform to the
applicable editons of the Spokane County Standards for Road and Sewer Constnaction
and the Spokane Cocmty Guidelines for Stormwater Management. All design deviations
have been aRproved by the Spokane County Engineer, i approve these pians for
construction'
~
The sponsor shall neimburse the County for ali costs incumed for pre-submittai meetings,
submittal relviews,, site-visits, and any other worc associated with a developer's project.
Costs shall be assessed as outlined on the tatest fee schedule adopted by the Board of
County Commissioners, and in acoordance with the Fee Agreement signed by the
sponsor.
For each construction phase a►f pubiic road improvement the project sponsoes engineer
shall provide oonstruction inspection which oomplies with the requirements of Section
9.04 and upon compieting the construction inspection shall provide 'Record Drawing°
which compty with the requirements of Section 9.10 af these Standards.
5.02 GENERAL FORNU4TTING
The generai foRnat, number of copies, and application processes shall be as follows:
1. PRNA'TE DESlGN: Original sheets shall be good quality reproducible, ink
on mytar. The designer may submit the original sheets on vellum paper if
computer drawing files are also submitted. Computer fiies shall be in
Au#oCAD `.DWG' or `.DXF format
A. All plan sheets shall be in size 24 inches x 36 inches.
6. First and subsequent appfications shall oorttain two sets ofi prints of
road plans, typical cross sections, profiles, and detail sheets. A
drae~age plan and drainage calculations shall also be subrnitted as
required in Section 2 af the Drainage Guidelines. A prirrt of the
proposed final plat map shall be submitted before plan approval
wttere street tayout and f ot numbering have been changed firom the
preliminary plat map. Upon the retum of plans for oorrection, the
Spokane County Standards Page 32
" January 1995
5.00 PROJECT APPLICATION AND CERTIFICATIONS
5.01 APPLICATtON PROCEDURE
*X545 401"(es A;U61 m ! htkfL
The application and oeffification procedure for public road construction as prescxibed by
the County Engineer shall generally include in sequence, the followingltems: a) conduct
pre-submittai meetings with the County Engineer and reach concurrence on the design
parameters and drainage conoept b) if needed, oondud a joint site visit by the sponsor's
desig ginee d the County Engineer, c) submit and reci~ive approval of any design
devia ' ubmittai, certification and approval of the plans and caiculations by the
sponsors design engineer, e) cursory chedc of the submittal and acceptance af the pians
and calwlations by the County Engineer, ~ construction and inspection by the sponsors
construcfion engineer, g) final inspection by the sponsor's construc#ion engineer and the
County Enginesr, h) submittal af certification and record drawings by the sponsors
construction engineer. Submittal requirements and procedures shall be as prescxibed by
the County Engineer. ,
The projec# sponsors engineer shall schedule a pre-submittal meeting with the County
Engineer. The purpose af the pre-submittal meeting is to identify the major design
parameters prior to design, review the general design concepts proposed by the projeci
sporLWs engirteer, and r+each conaarrence on design concepts and design parameters.
Add'rtional pre-submittal meetings may be needed as detemnined by the County Engineer.
A joint site visit may be required to reach agreement on drainage basin limits prior to
design concuRence.
Proposed design deviations shall be applied for and approved prior to submittal of final
road arrd drainage plans. The design deviation application shall be submitted in a format
p~scribed by the County Engineer. The sponsor shall acquire aoceptance af the plans
and calculations from the County befiore the start af oonstruction and before recording the
plat A temporary erosioNsedimentation control plan is required by the County Engineer
where applicable before construction.
The sponsors surveyor shall comply with prooedures for perpetuation af survey
monuments in accordance with the °Land Survey Standards° section of this manual.
The County will either aocept the plans or retum the plans within thirty working days of
the submittal. In the event the thirty working day, period cannot be met, the County will
acoept tfie plans for oonstruction. The Courrty Engineer relies upon_the oeMfic~on and
approvat of the raad and drainage plansand ccatculations by the project sponsors °
~nng'u~eer fior approval af the plat. The Coxitrty Engineets aooeptance of the plans shsll
not relieve the sponsor or the sponsors_ design engineer from any liability related to
Spokane County Standards Page 31
January 1995
• ~ ~
Memorandum
Date: June 22,1999
To: Mel Taggart, P.E.
Wes Crosby
From: Development Services (Ed P , .
Subject: SP941- Crosby Short Plat
Submittal Checklist Clarifications
1. Thank you for comi.ng in to discuss your concerns on this project. As we discussed in our
meeting on June 21st, I am providing these clarifications to the questions that came up
in our review of the Submittal Checklist:
a. A Maintenance Manual and Sinking Fund calculations are not required for this
project
b. The Developer is not required to provide construction inspection for this project;
inspection will be performed by County forces
c. The Developer is not required to submit As-Built drawings for this project
d. 208 Lot 'Plans are needed prior to the County's acceptance of the road &
drainage plans
2. I am enclosing some information to assist you in developing the 208 Lot Plans. I am also
enclosing some information to assist you in providing a complete subraittal package.
3. Please feel free to call me at (509) 456-3600 if you have any questioos.
.
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208 INDIVIDUAL LOT PLAN GIIIDELIAIES
i.- Show location of easements on the lot. Include dimensions of
drainage easement and swale bottom dimensions from lot lines.
Include a description of the lot legal description such as Lot L.
Block , NAME OF SUBDIVISION OR SHORT PLAT. The bottom elevation
of the swale is also required. The station for any curb drops or
sidewalk inlets should be shown on the plan drawing. If a drywell
is included in the swale it should show the type of drywell, frame
and grate type, elevation of the grate, and centerline station and
offset to the drywell.
2. If there is no swale on the lot but there is a drainage ditch,
the ditch should be shown on the plan drawinq. The ditch flow line
grades should be showri along with any easement for the ditch with
dimensions from property lines.
3. All lot plans should show a north arrow, scale, street name of
adjacent street, curb and sidewalk if applicable or edge of asphalt
pavinq if there is no curb. The lot dimensions should also be shown
alonq with the building setback line wath dimension from the front
property lines shown.
4. Any easements such as power line easements which prohibit
building under them should be shown on the plan drawing. Any other
easements which could interfere with buildings should also be shown.
Any existing buildings should be shown.
5. With each plan drawing there should be submitted a typical
section drawinq of a cut throuqh the swale or ditch which best
describes how the swale and/or ditch would look as constructed from
a side view. The typical section should show the curb and/or
sidewalk if applicable or edge of asphalt paving in relation to the
swale. The section should also show side slopes, vertical distance
from swale bottom to top of back slope of swale or ditch, grate of
the drywell, and normal qutter line, and any applicable note or other
information which would describe the proper construction of the swale
and/or ditch , concrete apron, street right-of-way line, and grass
sod or seedinq if approved on the constxuction plans.
6. The lot plan and attached section sheets shall be on 8 1/2" x 11"
paper and should be sealed, siqned and dated by the engineer in a
location outside of the lot boundaries.
7. The scale of the drawinq should be such that the lot is depicted
as larqe as possible and still be able to show the curb line of the
street. The interior of the lot should be as free as possible of
notes and writing to allow the builder room to draw in his proposed
house and driveway location. An example of a acceptable 208 lot plan
is attached for use as a guide in preparinq your drawinqs.
NOTE: YOU SHOULD NOT BEGIN LOT PLAN DRAWINGS UNTIL YOU ARE CERTAIN
THE SWALE AREAS ARE CORRECT AND YOU HAVE EASEMENTS WHICH ARE
PPROVED.
i
PROJECT # PROJECT NAME DATE ~ CHECKLIST FOR USE IN PRE~PARING _2 08 LOT DRAWINGS
PLOT PLAN
1. -I have, drawn the lot plan on 8 1/.2" x il" paper to a,
large enouqh scale to make the lot as larqe as poss'ible
a-nd still be -able to show the curb -line and the
necessary notes and certification stamp.
2. I -have shown the lot, block,; and subd'lvision description
-for the,-lot or tract,/short plat
3. I. have ,shown the. dra-inage easement, dimensions in .relati=
_ to property 1ines: or corners
- 4u. 1 ha.'ve shown the bottom - of- swale dimensions in relation
to property lines or corriers.
5. I have shown the bottom elevat-ion of the_swale.
6. I have shown the location of any; curb,, s_idewal-k or edge
of asphalt line as applfcable~.
7. I have shown the name of the street adjacent to the lot
being drawn.
8. I have shown the station an&any invert elevation of any
- -curb drop/ or drops, :that empty into the s aale .
9. I, have shown the type of drywell, frame and-grate type,
elevat"ion of the qrate, and_ centerline station and offset
of "the drywel-l. 10. I.,have shown any- requ~ired ditches, their easements on the-
drawinq, the ditch flow line qrade and required rip rap,
etc. 11. I -have -shown,a, north ar--row, scale, lot dimensions, -and
.building setback lines with ~proper dimension.
12. ,.I have stiown any easements which could af-fect any future-
buildinq locations and I have shown any exi-stinq
buildings. . •
13. I have sealed, s-igned and dated each drawing that is
beinq submitted for review and in appropriate location. ATTACHED SECTION DRAWI~NG
14. I have shown the, curb and/or ,sidewalk or edge. of asphalt-
in =elat~ion to the swale, s~ides slope, vertical distance
from the bottom, of the swale to the top of back slope,,
grate and normal flow line of the curb or edge of
asphalt. -
'15. I have shown-the:concrete apron, street R.O.W. line, and
grass sod or seedinq if approved and any applicable
notes or other information which may be necessary to
descr-ibe proper construction. _
i
. , • - -
DJA~
5.04 PLAN
Plans- may be comprised of more than one, set of 'pcoject dr.
separate items.of work.' Plans shall include the foliowing:
1. The first sheet. of the plans. shall , include, a project tftle, vic
plan sheets, the. engineer's certification staternent, -and signature block
containing approval signatures, of both the Project Sponsor and his 'Engineer.
2-. Road alignments with, 1,00' .stationing., reading from left -to right,.and stationing 'at
points of,curv,e; tangent, and. intersections, witti appropriate ties to existing road
surveys and stationing,_ section comers, q,uarter comers, and the horizontal
control net establishedby the County Engineer. Stations shall increase -from
west to east and from south to north.
:3: Sec#ion, township, and range.
4. 'Bearings, on the. road centerline, keyed,to an associated 1 plat map.
.5: Curve data including radius, detta, arc . length, -and, semi-tangent= length, on all
road -centerlines and curb retums.
6. Right, of-way lines, width for proposed road, intersecting roads, and existing road
improvements with dimensions. ~
7. All topographic,features within right" of way limits or future right of way, limits: and
sufficient area beyond to resolve questions of "setback, slope, drainage, access
onto, abutting -property, and road continuations.
8. All existing utilities. .
9. All pr.oposed water and sew,er utilities that will be=designed and constructed:
10. Identification of all roads,and adjoining subdivisions.
11. -A Ttaffic Conttol Signing Plan. (See, Section 3.1-2)
12. Existing and proposed drainage features, -sfiowing direction of flow, size, and
kind of each drainage channel, pipe, and'structure and other requirements as
specified inAhe 'Guidelines for Stomn. water Mariagement.
13. Minimum Scale: 1"' = 50'. However, 1" = 100' shall be optional -for development
of lots one acre or larger: Details for clarification -may be shown on a convenient
s.cale. A.scale of 1." = 20' may be, required -for urban arterial, streets where detail
is sufficiently dense to cause a"clut4ered" drawing at a smaller scale.
Spokane County Standards Page 39
-April 1999
. . . „ '14. A north arrow.
15. As -a minimum,. one new control,monument shall be set at each end of a new
road and, intermediate monuments,as. required under 6.02.
16. Projecfi,beginning and ending designation with stations._
17. A title:block to include:
A: The project name
B. County Project Number
C. Sheeti number
D. Road names E. Road limits
18. All found and ceferenced survey monuments.
19. Section: and- lot lines
20. Standard symbols as'shown..on Standard Plan.entitled Symbo(s.
21. Beginning, middle, and ending" elevations of 'cutb retums.
22. Otherdata necessary for-the specific,project.
5.05 NOT USED
5.0.6 PROFILE ELEiUIENTS
Prof le ,elements shall include the following:_
1. Original gcound line -at 100,' stations and at significant ground 'breaks and
topographic -features based ,on -fie,ld measurement accurate ,within 0A.' on
unpaved surface ~and ,0.01' on. paved, surface.
2. A final'road ,and stoRn drainiprofile: The. :stationing shall be the same as 'the ,
horizontal plan,, reading from ,left."to rigtit. It. shall include, -statio_ning of poinfs *of
curve, 'fangent, lengtti, and point of intersection of vertical curves, with elevations
ta -0.01. 3. Profiles for curbed roads shall show, the,:tops of , both curbs,and the centedine.
clearly labeled. Profiles for- shouldered roads, shatl show the~ centerline only.
Spokane County Standards Page 40
April .1'999
2. Drainage Submittal
2.1 Draiaa¢e Plan - When a drainage plan is called f. Invert elevations of the existin$ or other
for as a condition of approval of laad development proposed drainage system to wbich the
proposal, said drainage submittal shall incorporate di"ainage Plan ProPoses to connect.
the best available topographical maps to clearly g. Stationing of atl inlets, culverts and pipe
'def ne: (1) The proposed development; (2) AU systems an,gle points
area.s, improvei or unimproved, lying upstream and b. Invert elevations of pipes at all structures
draining to aad througli the proposed developmeat; sucb as catch basins or manholes
and (3) Drainage courses, aatural or othervvise, to i. Construction details for inlets, drywells,
which the proposed development shaU drain. detention facilities, etc. (aotes referring to
Standard plans may suffice where
The drainage plan sball include all existing and applicable)
proposed drainageways within a drainage easement. j. Drainage easements with aU survey
Whenever possible, an overflow drainage easement infornnatioa shown
shall be provided at aU low spots. Drainage easement k. The location of existing underground and
language will be supplied by the Counry Engineer. above ground utilities
1. Lot gra.ding elevations where appropriate
2.2 Comoutations - T6e draina$e submittal shall
incorporate all calculations for the determination of 2.4 DrainaEe Review - Two sets of prints of the
the required size of the systems. Said calculations drainage and oonstruction plans sigaaed and stamped
shall be based on the required criteria hereinafter by the design engineer and one set of computations
statei and rigid analysis of estimated runoff from sball be submitted to the County Engineer's Office
areas contributing runoff to those facilities. for review and approval. A print of the propossd
Calculations that shall be submitted shall include but 5na1 plat map sball be submitt,ed prior to plan
not be limited to: approval where strW layout and lot numbering have
a. Hydrology computation been changed from the preliminary plat map.
b. Inlet Capacities
c. Detention/Retention storage capacities When plans are retuined to the desiga engineer for
d Culvert and pipe system capacities and corrections, any changes by the design engineer must
outlet velocrties be marked on a revised print in color and returned.
e. Ditch capacities and velocitie.s The date of these chaoges must be indicaLed and
f. Soil map with the project plotted thereon colors red aad yellow are reserved for County
comments.
2.3 Constivction Plans - Construction plans shall To belp expedite the review of a development, the
be prepared for aIl open and closed stormwater sponsor or his engineer may request a special meeting
collectioa systems. Said plaas shaU call out al! with the County Engineer's Offce following his
hydraulic and physical data such as, but not limited receipt of the initial review comments. However,
to: before this meeting, the sponsor and his engineer
a. A plan-profile of all systems should review all initial comments and be prepared to
b. tnvert elevations, slopes aad lengths of discuss alternaie solutions.
ditches
c. Cr9oss sections of all open ditches Drainage plans, coastruction plans and calculations
d. Elevatioas of all inlet grates must be siamped and sigaed by a civil engineer,
e. Size, types, invert elevations aad lengths registered 'm the State of Washingtoq showing
of all culverts and pipe systems responsibility for the drainage design.
Guidetines for Stormvvater Management 2-1
Spokane Counry: Febniary 1999
" - ~
Submittal Checklist
for Road & Drainage Projects in Spakane County - Plais/Short PhIts
Thrs Submittal Checklist is to be completed and sig»ed by the .Spon.rur's Eq?ineer, ond irrCfrided witlt each plurt
,submittQT i»to 1hN Spokune Co:mty Eagitteers Office. If this ,farm is not ,Ji111, contpleted and slg?red, cln anr
suhrnit plar:.c uprr.f c;ulculafio»s ta Spnkane Curutn, for revieit• and ticceptance. Incompolete submittalc ti~1rl! !►e
returned u>>d ii•iil rutow rautecassaryW delnj•s for your client.
PrQject Name: S P l ?,Y l1?-~ -
SPakane C'ountY ~ Pro'ect No. A" Uate: 7Z-6,1
Projeet Engineer: MEL V-/ /lf ~FA GG-- l~ CZ... L Phane: 1 + '~~37'307~
Project 5ponsQr. _-)A) F, 5 c- (Zd s 13`Lf _ Q k D)Pho:1t: I'SO p- f'Z4-SZZ?'
A. PrelimiAary Process
Pridr ta S ub mitca Raad and Drainage Plans, the folia~vinQ events are tc) ha~~e already oceurred:
(8~~ hc~cng f~ i lt~.~m uf/'.cho~►,•n beImti. ynu are stntir:g thnt s-qu hcwe ver~fied thPCe,mentstitems iravf bee„ eonrplrlecf ~
D' ~469ption of a Hearing Examiner's Rerort for this long plat, or ~Plannin& ReL~rt far this short pla~
&/~t least ane Pri-Uesion Meeting has bevn held with Counry staff at the Engineers Office. ,
8," An "Agreemcrtit to Psv Fees" has been signzd by the projec;t sponsur, and cubn.itted tU the Counl.N
, Engineers Uffice.
0 A Ghannelizatian Pian (e.g. aigning and striping plan) of public ro:tdway imprrivements, hes bten
~ coordinated and discussed with the County Engineers Office. f
B. Road and Draiaage Plan Spbmiital
"Che icems listed helo%► are tc, be providc;d as a minimunt u•iih a rpad and drsinage ptan submittal. Additinnal
informatio» rnay he reqeiirzd [o demonstrate tliat the plans meet all applicable ;tandard5.
(ati, citet'king '.1'e's for ~~ch tfem chuwn below; vntt are verifi'ing thut these ttems hrwc, heen compleml and are includeci nr
rhfs submrtra.1. For q•it he►.1' tjfeckert o writlenjicc:iftc:arion of onY on:issinns vt the erud ojthts sectinn 6r•ecJtured)
~
~ Ittni 1)csrriptic►n
(~ye~ Road and drainage plnnst tK'u print sets. (Certitieation statement on ec,ver of plans)
Q~es Each Plan Sheet of record is signed and dated by the projec:t sponsor.
U ve, TFie road and drainage design meets the requirements of 5cate {aw, W.4C 196-27 regarding
"eonforittit) with accepted standlyds"; that is, the desirn refleets the "stete of the practic;e"
fcir the proposed concept.
7'he plans, Dr3iqge Report, basirt cttap(s), and anv otller calculatiaty are stamptd. signed
al1d dated by an engincet liceiis-e-a in tfib 5tatc vf Washingtcan.
0 v~e:+ 0 n.s Dra+naee Report, two srts. To incfude: basin map(s), time of concent:2iion r0utes in basin
map, and Certitication statemerli nn cover of rzport and bw-.in iiiap.
,
0 ves ~n;'a Geotechniea! Report, nne set. (lnclude atl soil test pitlboricig loga.) ~~J
0 N-rs ~nsa Stniccural Pavemtnt Calculations, one set T2-W
_0 yes 'n:'a Cpe grsde calc:ulations for road widCning projecti n
0 ves a Mainttnance f4lanual and Sinking Fund calculations far di-3tn8ge faci ities lot3ted ou[sicle
~ - _ .
D 1v A
of C'ounty raad right-of-way,
0 yes 0 n/a Written explanacion of whalwhat entity will be responsibte for maintainitig drainage
facilicies which arc located outside of public road right-of-way, and thac the pian is
Xn/a acceptable to the County Engineers Office. j~~,a~~ fy~ m~ ~5"~v 0 yes Chailnelization Plan, or signing and sviping inform ti n provided in the road plons. To be
, includzd in road xnd drainage plan set.
"s dtzla 1have read ing Examiner's fteport (lang platj, or Planning Depi. Findings and
, ConditionS short plat~ for this prajeci. The design meets the conditions in the report.
9 yes 9,.,n~3 Copa• of Approve`dNsign Deviations. U"x -L ,gPVR s ~
4'0 nra Fire Distriet Approval, for private coads.
9, o< s Q ni'a Loa plans. Rcquired for any lots with drainage e,isementti and whicli front a public road, or Qzlt
~ Fcir Iots which Teceive and treat runoff from apuhlic right-of-way.
0yzs ~nla Any appiicable State and Federal permits have been vbtairted. (i.e. HPA, JARPA, etc.). For
Pernits w►th conditions, a ropy of the permit and ronditions ar in ded in the plan
suhmittal. ~ -
D ye's ~n!a {n5pection Agreement between the sponsor and its engineer. 19 5 Ref CO
Nk yes 0 nia Far off-site easements to be gtanted to Spoi:ane County, the fol owing items shall be
inriuded: tegnl descriptipn, ctihibit, and prvof of otvnership. ^I Z'L F_
D_,~Yes D tVa Erosio» Coritrol Plan_ required for "Nlajor Lane!-Disturbing Activire." To be included in
the n.~ad end drainage plan set. D v 5?P"` a lf C~:~ ui~y- ~
Explanatian for anv icem, listed above which are not included in this submittcil:
(Notc,. an ins,ufficiznt ju5t€fication of uhy an itcm was not included in the submitted, or incompIr-e dozum_n:s, may resuiE
in the sahminal being rrtumed wicfiout re,.ic%v or withAUt acceptance. Pruvide attachinents if ncce:,stuy.)
Bti. signing below. the engineer is stating that the information provided in the stibmittal is complete, that the
iaformation provided irt the Submittul Checklist is aecurate, and the plans a.nd calculations ase in accucdanez
with the Spokane County Sranciurtls jor Road & Sewer C'oi:strurtion, and the GuidWines for ,Stormwuter
Atanagernerrt, except wtiere an approved Nsibn Deviation allows otrerwise.
t _
Fngineer's Sigriature: ~ f Date:
~ tou
Engirieer's Nartie. l. V ! M ` ~ 6 6_ G-r*0, .
(please printj
If there nre ant, que.sttcacs Qhotit llsis fp!'m vr appropriate procc•ciiires, pfease call 1)evelopmerlt Services,
Spokane Countv Public yVvrk►, ut (3091-156-3600.
For Spokane County Use C)nly
Suhmittal No: County Plan Reviewfer:
0 Accepted in for Review or CAnStt'LlciiOn
G Rcturned ta ihe enp-ineer v►°ithout revirw ancilcar acceptance, See attached letter of explenation.
Processing Date: RECM-tM
Suhmittai Checkli:t I
Spokane Count} Public Wocky: Apnl 29. 1998
SHORT PL- AT' 9 41= 9`l
FO&
'CH.D.., INC .
REVISED Ju:-1y 2A6, 10-99
Front Apr~i 8,, 1.;9 9-9
DRA:INAGE: CAL'CULATZ'ONS- _FdR SWAIES AND,:DRYA914
. •M, l~~D
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J ut 2 s 1999
Sf OKAfiIE ,COUI+iT`l~IG1NEE~
MEL,V,Il1 .T;AG~GART
TAG:GART, .FNGI-NEER ING SU-RVEY T NG"
2118 -NORMH~ PIN:ES ROAD
SPORAN-E-, W.A.SH,I°,NG~ON 9 g 2;.0; 6.
I-90
N89'57'37'W PL 127.45' . c~
25' BUILDING SETBACK
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EASEMENTY~~~ / ~p0•
BOTTOM OF SWALE
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Z Rad. 50.00'
Q A Detto 65405'42'
J Leng, 56.81' '
Chord 53.80'
U Tsng, 31.91'
o REoEI ED
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J U L 2 81999 SP0ONE COUNTY NG EER
20,954 SQ. FT.
810 NDRTH
SCALEi lv = 30'
DATE: 7/14/99
O 84 ~
Fc IS EV,E.
S~oNA~
TRACT A. BL~CK 43
SP-941-93 ~XPIRES 06i27i0~
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N89'57'37'W PL 127,45'
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25' BUILDII~G SETBACK
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EASEMENTY---\r-
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Rad, 50.00'
Q A Dettn 65'05'42'
~ Leng, 56,81°
Chord 53,80'
U ~0'OZ Tnng, 31.91'
A~
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RECEIVED JUl
2 0, 9 5 4 S Q.FT, SppKpNE CUUcv' 1
;A ~q c
810 NORTH
0
SCALE= 1' = 30'
' DATE: 7/14/99
~4NA
TRAC T A. BL DCK 43 ~XPIRES 06i27/0~
SP-941-93
D E F
Rod> 50,00: Rnd. 25.00' Rnd. 30,00'
Leng. 72.15' Leng. 25.21' Leng, 47.00'
Chard 66.05' Delta 57'46'09' Ilelta 89'45'10'
Delta 82'40'27' Chord 24.15' Chord 42.34'
Tnnge 43.98' Tang. 13,79' Tcng. 29.88'
5' SETBACK LINE 5a~ /
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BOTTOM OF SWALE ~
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SCALE: 1 30
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U ~`n) W DATE: 7/14/99
z 23,707 SQ. FT.
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I ~I = ~ 804 NORTH
3 l ~I ,
( `nl 25' SETBACK LINE RECEIVED
o I IZ 10' UTILITY EASEMENT ~ JUL 2 8 1999
I I F
_ _1 _ _ _ _ _ 8' FUTURE ACQUISITION LINE _ _ _ SPOKANE C4UNTY Eq
~ ss9°s9'22•w e2.57' AS qc
F
t 127.44' (N R/W)
2` DEDICATED 1999
BRDADWAY A\/ENUE
-o ~
O~ S 1 E
TRACT D, BLOCK 43 NAL
S P- 9 41- 9 3 ~XPIRES 06/27/00
D E F '
Ruci. 50.00' Rnd, 25.00' Rnd 30.00' p%Leng, 72,15' Leng. 25.21' LeRg. 47,00'
Chorai 66.05' Deltn 57°46'09' Delta 89'45'10'
~~lta ~2'40'27' CFiord 24,15' Chord 42.34'
Tang, 43.98' Tong. 13.79° Tang. 29.88' O~~"~ Q~•
5' SETBACK LINE
~S I
BOTTOM OF SWALE
S
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( ( W C3 ~ DATE, 7/14/99
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25' SETBACK LINE RECEIVED
0
z I ~ 10' UTILITY EASEMENT JUl 2 8 1999
I I ~ ~
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8' FUTURE ACQUISITION LINE
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~ . ~
t 127,44' (N R/W)
2' DEDICATED 1999 ~
BROADWAY AVENUE
Q--
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TRACT D. BLDCK 43 ~°NA
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' G
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Deltn 82'40'25' Chord 42.52' Cnord 24.15'
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W y ~r, ~ U DATE: 7/14/99
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~
25' BUILDING SETBACK JUL 2 8 1999
I ( •
~ 10' UTILITY EASEMENT G SPOKANE CDUNTY ENGINEEA
~
8' FUTURE ACOUISITION LINE_ _ _ _ , ~ _ N wAS
N89°59'22'E 82.31'
127,44' <N R/W>
BROADWAY AVENUE 2' DEDICATED 1999
O~ 446
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. ~
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TYPE 'A'
6' OFF PAVEMENT
N •AS ~c
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SCALE= ir - 3~~
DATE: 7/14/99 JUL 28 1°~~` ~0,, s 4s ~v~
~~,~,r~:.
T B, BLOCK 41"Ec0u`4" NA L
TRAC
SP-941-93 ~XPIRES 06/27/00
I SH4RT P;L- AT 9,4I- 9 3
-FOR
CHD, I.NC .
REVISED ,Jul y 26, 19.99
From Ap.ri`1 8', 1"999
DRAINfAGE CALCULAT'I.ONS FOR SWALES AND DRYWELL
~
' iMELVIN.VAGGART
TAGGAR~T ENG.IVEER IN,G, -SU,RVEY I NG I
2122 NOR?TH P I UES 'A,OAD
SPOKANE,:WASH*I-NGTON 9 9 2 0 6*
. ,
~
PAGE 2 OF 15
CR4SBY'S SHORT PLAT 941-9-3
SWALE CALCULCULATIONS
Tata] haLd area = 9211 sq. ft.
Total swale area required = 9211/ 12 = 768 sq. ft.
Swale area desinated = 8 x 475 = 3800 sq. ft.
Volume of swales required = 768/2 = 383 sq. ft.
Volume of swales designated = 4 x 0.4 x 475 = 760 cubic feet
e Total area basin "A" = 110 x 228 = 25,080 sq. ft.
Less hard area 9,211 sq. ft.
Grass area = 15,869 sq. ft.
Gross area in acres = 25.080/ 43560 =.5758 aces
Tc = ^ [Ln/s ~ _ (.15)[228(4)/.Ol ] = 8.96 minutes
Q = 'IA = 0.25(3.42)(.5758) _ .49 CFS
FLOW IN SWALFS IN BASIN "A".
Using Table 13 on page 6-34 and Figure 18 on page 6-42 of Spokane
County Storm Drainage CuidelinPS.
Z= T/d = 10i0.67 = 14.92 for concrete apron.
Z= T/d = 10/1.16 = 8.62 for grass swale. ~I
Zjn ratio for concrete apron = 14.92/ 0.014 = 1066.
Z/n ration for grass swales = 8.62/0.03 = 287. ,
J\N TAGG
Asy
O~
see 4111n A a" pH5 •
i_ .
At v e e- K , r. ~ .
~ztr4 ~ •y -u
d-Oi-vq F,2:APlRES 06'27: 2.0Q6
~
S To0-of tt/4{-ex, L
i
PACE 3 OF 1-5
,
INDEX
,
APPENDIX' FOR DRA`I4AGE_ CALCULAT'I,ONS
,
~
'a
_ i
~
~
i
PAGE 4 OF 15
I•NDEX
:l . BOW-ST9,I•NG -PR I NT *;OUT FOR- 'BAS I N"A•" END 'OF REPORT I1V ENVELOPE)
~
i
2. RP:IN.FALL, INTENSITY CHART
3'. RlUNO.FF COEFFI C I ENTS TAB:L& 1 FR'OM SPOKANE COUNTY 'GU I DL,I NES
- oFOR STORMWATER MANAGEMENT
4. . F I GURE, 3 T I-ME OF CONCENTRAT I ON :FROM SA_I VGU.I DE,L'JNES
5'. U,SDA SCS SOILS MAP-OF SO'IL CLASS-IFI-CATIONS, PAGE 67 ,
I
-6. USDA SC-S GENERAL SOIL MAP
7 . P-AGE 6..= 4 2, NOMOGRAPH FOR FLOW,I N.TR~ IANGLULAR CHANNELS_,
TWO' ;CHART&.U,-SED, ONE FOR- CONCR'ETE, APRONS- AND SECOND FOR
GRA'SS SWALES.
~
~
I
~
- ~
/ e r3 A/'
7:1!3
7
Ji.
- - - - ~
- - - --m ~ _
UAA
-H-i--i7H-
6 - - - -
- - _ ~
-
71
- - - - - ~ ~ r - - - ~ - -
- 'I _ ~ 4 - , fi•_ - - - , J ~
.J
lx - ~ - -I - - - - ~ - - . ~ 14T
_ #rifi:FT-
~
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, , -
- _
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i - ` "
Z ~
_ ' -
- ~ ~ -~l a _
- - - ~ - - ,a. _
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4 /0 . 20 30 ~ 40 SO ~ 60 70 BO 90 /00
~ V~
TAB LE 1 lp
RUNOFF COEFFICIENTS FOR STORM SEW'ERS Ct /cL'-j o C
ROLLING HILLY
FLAT 2% - lOX OVER lOX
Pavement and Roofs . . . . . . . . . . . . . . 0.90 0.90 0.90
Earth Shoulders . . . . . . . . . . . . . . . 0.50 O. SU 0.50
Drives and Walks . . . . . . . . . . . . . . . 0.75 0.80 0.85
Gravel Pavement . . . . . • • . . • • . . . . 0.50 0.55 0.60
City Business Areas . . . . . . . . . . . . . U.BU 0.85 0.85
Lawns , Sandy Soil . . • • • • . • • • . • . . 0.10 0.15 0.20
Iawn, Heavy Soil . . . . . . . . . . . . . . . U. U.22 0.35
Grass Shoulders . . . . . . . . . . . . . . . 0.2 ~ 0.25 0.25
.
Side Slopes, Earth . . . . . . . . . . . . . . U.6U U.6U 0.60
Side Slopes, Turf . . . . . . . . . . . . . . U.3U 0.30 0.30
Median Areas, Turf . . . . . . . . . . . . . . 0.25 U.3U 0.30
Cultivated Land, Clay and Loam 0950 0.55 U. 6U
Cultivated Land, Sand and Gravel 0.25 U.3U U.35
Industrial Areas, Light . . . . . . . . . . . 0.50 0.70 0.80
Industrial Areas, Heavy . . . . . . . . . . . U.60 U.BU U.9U
Parks and Cemetaries . . . . . . . . . . . . . U910 0.15 0.25
Playgrounds . . . . . . . . . . . . . . . . . 0.20 0.25 U.30
Woodland and Forests . . . . . . . . . . . . . 0.10 0.15 0.20
Meadows aad Pasture Land . . . . . . . . . . . 0.25 0.30 U.35
* * ~ *
*SINGLE FAMILY RESIDENTIAL
(Dwelling Unit/Grose Acre)
(Sandy and Gravellp Soil) IJ A
.
0-1. U DU/GA . . . . . . . . . . 0015
~ , ~
i . ~ 1. 0-1. 5 DU/GA . . . . . . . . . . 0. 2U
d
1.5-3.0 DU/GA . . . . . . . . . 0 .25i .
3. 0-3• S DU/GA . . . . . . . . . . 0.30 ~
3.5-4.0 DU/GA . . . . . . . . . . 0.35
NAL
ri=
4. U-6. U DU/GA . . . . . . . . . . 0.40
6.0-9.0 DU/GA . . . . . . . . . . 0.60 [,'•°lqES 0617
9. 0-15. U DU/GA . . . . . . . . . . 0.70
_
* Assuraes flat lot plus one-half vidth of abutting s[reet. Othec configuratioas
should be checked by combiniag individual runoff factora for each various eurface.
Date 4/4j84
TA.BL.E 1
6-2
C lcos
- - TIME _OF CONCENTRi4TION T:YPE OF AREA
AvERAGE 4RASS COVER, .a
Tc = C,f I Ln 0.6. POOR GRASS COVER .3
' YAWES OF ICI
- - E~aenple ~
. 'L =J,00d s~~~ 0:01 n= 0.5 Cf = 0.3~ NATURA'L- ORAINAGE ARE4~ .4
~ OVERL'AND FLOW .15
T. - 49:7 minutts
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TRACT A. BLOCK 43 ~XPIRES 06/27/00
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Oetta 62'40'25' Chord 42.52' Chord 24.15'
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BRDADWAY AVENUE 2` DEDICATED 1999
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BROADWAY AVENUE
TRAC T D. BL❑CK 43 ~DNAL
SP- 941- 9 3 ~XPIRES 06/27/00
1
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S P O K A N E C O L.I N T Y
DMSYON OF ENGDIEERING A4W ROADS A DIVISION OF THE PUBLIC WORKS DEPARTMENT
William A. Johns, P.E., Counry Engineer
June 9, 1999 , ~
yd
Mel Taggart, P.E.
Taggart Engineering & Surveying
2128 N. Pines Rd, Suite 17-1 S
Spokane, WA 99206
SUBJECT: S6ort Plat 941
Gentlemen:
We regret to inform you that the submittal of road and drainage plans for this project is not in
accordance with the Spokane County Standards for Road and Sewer Construction (SCRS), 1995. The
submittal and review procedure for all road and drainage plans of projects submitte~d after 1VIay 15,
1996 needs conform to the Road Standards. Therefore, the pians and calculations are being returned
without further consideration or review.
Generally, the Design Engineer's certification statement does not conform to the standards, and fire
disuict approval for the private road is needed. There may be other items to be addressed which your
review of the County's requirements may find. A detailed list of submittal requirernents and a
description of the review pmcedure is provided in dae SCRS, which we encourage yon to review. We
. are enclosing a copy of the Subauttal Checklist, which needs to accompany each submittal.
We apologize for any misunderstanding of the County Standards as they apply to this project, and if
you have any questions feel free to caU Ed Parry at 456-3600.
Sincerely,
William A. Johns, P.E.
Spokane County Engineer
.
;y~
Edward J. , I., P.E.
Plan Review Engi.neer
Cc: File
Reviewer
Encl: Submittai Chechlist
1026 W. BrQadway Ave. • Spnkane, WA 99260-0170 •(509) 477-3600 FAX: (509) 324-3478 TDD: (549) 324-3166
I
Submittal Checklist
for Road & Drainage Projects in Spokane County - Plats/S6ort Plats
This Submittal Checklist is to be completed and signed by the Sponsor's Engineer, and included with each plcm
submittal into the Spokcme County Engrneers Office. If this form is not fully completed and signed, do not
submit plans and cvlculations to Spokane County for review ertd acceptance. Irrcomplele submittals will be
returned and will cause wrnecessary delays for your client.
Project Name:
Spokane County Project No. Date:
Project Engineer: Phone:
Project Sponsor: Phone:
A. Preliminary Process
Prior to Submittal of Road and Drainage Plans, the foUowing events are to have already occurred:
(By checkirrg each item offshown below, you ore stating that you huve verified these events/items have been completed.)
p ~ Adoption of a Heariag Examiner's Report for this long plat, or a Planning Report for this shori plat.
p ~ At least one Pre-Design Meeti.ng has been held with County staff at the Engineers Office.
p An "Agreement to Pay Fees" has been signed by the project sponsor, and submitted to the County
Engineers 4ffice.
0 A Channelization Plan (e.g, signing and striping plan) of public roadway unprovements, has been
coordinated and discussed with the County Engineers Office.
,
B. Road and Drainage Plan Submittal
The items listed below are to be provided as a minimum with a road and drainage plan submittal. Additiooal
infonnation may be required to demonstrate that the plans meet a!i applicable standards.
(By checking "yes "for each item shown below, you are verrfying that these items hcrve been completed ond are iRCluded i»
this submittal. For ary bax checked "n/a a written just ificotion of cmy omissions at the end ojthis section is required)
1 tem nescription
0 yes Road aad drainage plans, two print sets. (Certiication statement on cover of plans) ,
0 yes Each Plan Sheet of record is signed and dated by the project sponsor.
a yes The road and drainage design meets the requirements of State law, WAC 196-27 regarding
"conformity with accepted standards»; that is, the design reflects the "state of the practice"
for the proposed concepL ,
0 yes The plans, Drainage Report, basin map(s), and 3ny other catculations are stampeda sig,ned
and dated by an engineer Gcensed in the State of Washington.
0 yes 0 n/a Dcainage Report, two sets. To include: basin map(s), time of concentration routes in basin
map, and Certification statement on cover of report and basin map.
D yes 0 n/a Geotechnical Report, one set. (Include all soil test pit/boring logs.)
0 yes 0 n/a Structural Pavement Calculations, one set
0 yes 0 n/a Cross-stope grade caiculations for road widening projects.
0 yes 0 n/a Maintenance Manual and Sinking Fund calculations for drainage facilities located outside ,
d
~
of County road right-of-way.
0 yes 0 n/a VVritten explanation of who/what entity will be responsible for maintaining drainage
facilities which are located outside of public road right-of-way, and that the plan is
acceptable to the County Engineers Office.
0 yes 0 n/a Channelization Plan, or signing and striping infonnation provided in the road plans. To be
included in road and drainage plan set.
0 yes 0 n/a I have read the Hearing Examiner's Report (long plat), or Planning Dept. Findings and
Conditions (short plat), for this project. The design meets the conditions in the reporc.
0 yes 0 n/a Copy of Approved Desip DeviaUons.
0 yes 0 n/a Fire District Approval, for private roads.
0 yes 0 a/a Lot Ptans. Required for any lots with drainage easements and which front a public road, or
for lots which receive and treat runoff from a public right-of-vvay.
0 yes 0 n/a Any applicable State and Federal permits have been obtained. (i.e. HPA, JARPA, etc.). For
Permits with conditions, a copy of the pennit and conditions are included in the pian
subm ittal.
0 yes 0 n/a Inspection Agreement betweea the sponsor and its engineer.
0 yes 0 n/a For off-site easements to be granted to Spokane County, the following items shall be
included: legal description, exhibit, and proof of ownership.
D yes 0 a0a Erosion Control Plan, required for "Major Land-Disturbing Activity." To be included in
the road and drainage plan set.
Explanativn for any items listed above which are not included in this submittal:
(Note: an insufficient justification of why an item was not included in tUe submitted, or incomplete documents, may result
in the subnnittal being returned without review or without acceptance. Provide attachments if aecessary.)
By signing below, the engineer is stating that the information provided in the submittal is complete, that the
information provided in the Submittal Checklist is accurate, and the plans and calculations are in accordance
with tlie Spokane County Standards jor Road & Sewer Constructiorr, and the Guidelines for Stormwater
Managemerrt, except where an approved Design Deviation allows otherwise.
Engineer's Signature: Date:
Engineer's Name:
(Please print)
I, f there are Qny questions about this , form or appropriate procedures, please call Development Services,
Spokane County Public yYorks, nt (509) 456-3600.
For Spokane County Use Only
Submittal No: County Plan Reviewer:
p Accepted in for Review or Construction
p Returned to the engineer without review and/or aceeptance, See attached letter of explanation.
Processing Date:
Submittal Checklist 2
Spokane County .Public Works; April 29, 1998
_ '
- ~ -
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Submittal Checkiist RECEIVED
for Road & Dr-ainage Projects in Spokane County - Platsi,Q6Hft ]@.JWoqg
This Submittal Cheeklist ' is to be eontpleted cmd signed by the .Spon,svr's Engdneer, pn§Pr~r}~Jf~ ~~~4p,
submitral intr, thk Spoku»e C'ormry Eirgineers Office. IJ this form is not , fi<<ly complered and sig►red, tlo nnr
submit plrrns uncf ealculQiian.s to Spnkane Cori»ty for revieir and nccepicmce. Incomplete submittal.s ►t►i11 be
returned and ti•ill cause umreeessary de*s for tiour client.
Proieet Name: S P-
Spokane County Prvject No. llate:
Projeet Engineer: kJ /lf 1--aC~G- kJKa_ Phone: 1_ g°ts 37'3a7(l
PTOjzCt SPOqSAT: __WF_ J Q IZd S V C~ RD) Pho.e; ~~SO L~v'SrZZ
~
A. Prefiminary Process
Prior to Submitcg Road and Drainage Plans, the following events are to have already occurred:
fB}• efieckinR Iwm uffshna•n bt•la+v, you are statittg that you have ver►fied 1jie,~e ^,ents/ftehns licve been compleledi
Aption ot'a Hearing Examiner's Report for this long p[at, or ikPlannin Re ri fot this short plat.
least onz Pre-Desian Meetirtg has been held with County steff at the Engineers O ice. ~ An "AFreement to Pav Fees" has been signed by the projeCt spunsc+r, and submitted to the Counly
Fngineers Office.
p A Channelization Plan (e.g. signing and striping plan) of public roHdway impraventents, has bcen A coordinated and diseussed w ith the County Engineers Ofrice. ~
B. Roed and Draiaage Plau Subinittal
fhe items listzd below are to be provide;d as a minimum v►•iih a road and drainage ptan .4.ubmittal. Additianal
information may ae required tA dzmonstrate that the plans meet all applicable ;tandards,
(By ehecking ' )►es " jor each item shuwn belotv. yQU are verff~ing thu(tlwse i«.ms lcave beert complt-tec! and are rncl udeJ rn
this submiual. For dna• bor rhecked "nr'a o written justifteorion ojony omis,iions at the end of Ihu sertion is required)
_ z
X / 1 trni 1)rsCrlptic►n
Oryej/ Road and drainage plans, hwo print sets. (Cectificetion statement an caver of plans)
Ves Each Plan Sheet of record is signed and dated by the project sponsor.
0 yes The road and dcainage design meets the requirements of Stete law, W.4C 196-27 regarding "
"conformicy with aecepted standards"; that is, the design reflecis ihe "state of the practice"
i far the proposed concept.
Ql~res The pians, Drainge Repan, basin map(s), and any other catculations are stamped. signed
/ and dated by an engineer licens-e-a in tfl St$te of Washinbton.
OySes 0 nla Drainaee Report, two sets. To include: basin map(s), time of conc;enti-ation routes in basin
riiap, and Certification smcement on covcr of repon and basin map.
0yes ~n!'a Geotechnieal Report, one set. (lnclude a{I soil test pitlboriiig logs.) ` ij .
0 yts W'_nla Structural Pavement Calculations, one set '"t-w
0 ves 'n0a Cross-stnpe gr3de caleul3tians for road wldcning projects.
.
0 yes • nlu Nlaintenance Manual and Sinking Fuqd calculations for drainage faci ities located out;ide
` T:) Iv A
e T ; t
of (`ounty road right-of-way. } V
D yes 0 n/a Written explanation of wholwhat entiry will be responsible for maintainirig dminage
facilities which are tocated outside of public road right-of-way, and that the plan is
Xn/a acceptabie to the County Engineers O~ce.~Eez~~M~ o'r,v ,v~ S 0&-6 R~'~''~e V~
0 yes Channelization Plan, or signing and striping inform i n provided in the road plans. To bz
, included in roati and drainage plan set. _P
es 0 n!a l have rzad ing Examiner's Report (long plat), or Planning Dept. Findings and
, Conditions short plat fdr this project. The design meets the conditians in the report.
0 yes ,nla Copy of Approve esign Deviations. -0 At
$ve~~- 11` 0 n/a Fire district Approval, for private roads.
`D~es 0 nla Lpt Plans. Rcquired for any lots with drainage easernents and which trpnt a public r4ad, or
F(ir lots which receive and treat runotf from a puhlie right-of-way.
0}es ~n/a Any applicable State and Federal petmits have been vbtained. (i.e. l-tPA,1ARPA, etc.). For
Permits wi t h con di tions, a c o p y o f t h e p e r m i t a n d c o n d i ri o n s in de d in t he p l a n
, -
Suhmirtal. 1~"-) D ~
0 Ses- An/a Inspeetion Agreement between the sponsor and its engint-er. ~ 5 Ref C0
_yes 0 n/a For off-site easements to be grante d to Spo kane County, t he fo l:owin~ items shall be
f~
ot ~ inrluded: legal description, cxhibit, and proof of ownership. 1-, 1 TL F_
_~V' es 0 n/a Erosion Cotktrol Plan, required for "Major Land•Disturbing Activiri." To be inciuded in
the rvad end drainage plan set. 1) V}$`"f a /v' T~~ CQ(~- s
Explanation far anv items listed above which are not included in this submilt»I:
(Notc: an insufficienr justifcation of why an itcm was nec included ►n the submitted, or incomplet-e d6cuments, may resuit
in the submieml bzinL relumed %vithout rcview or without acceptance. Provide attachrnents if nece:;sary.)
Sy signing belotiv, the engineer is stating that the information provided in the submittal is complete, that the
information provided in the Suhmittal Cheeklist is accurate, and thE: plans and calculations ore in accordance
with the Spokane County Stendurctsr for Road dc Sewer Coirstruc•tion, and the Guidelfnes fir Stormivuter
Uanagenlent, except wliere an approved Desibn Deviation allows otherwise.
c ~ .
Fnginzer's Signature:
A,L- J&,J.Y Datc:
417
Engineer's Narne: L V I N' A-tU)
(please print)
If theTe are anti' queslit,.as obvut this f01'm ot uppropriale procacistres. please col! 1)evelopment Services,
Spukatla County Publie yt'orks, vt (509) 456-3600.
-
For Spok9ne County Usc Only
Submittal No: 3 County Plan Reviewer:
Q Aecepted in for Review or Gonstruetion
)111- Returned to ihe engineer without teview antilor acceptance, See attached Ietter of explanation,
Processing Date: ?4 h~%
RECEI'VED
Submiaal Checklist ,1 U L 2It 1a09
Spokane County Public w'orks; April 29, 1998
SPOKA1415~bWU1'YgN61"S
~
~
S pc) I< q N1E O LT N T Y
DRASiON OF ENGNEERI1tiG A.'VD ROA1?S A DIVISION AF THE PUBLIC WOR3C5 DEPAR'fiNEYT
WiiDiam A. Johns, P.E., Counry Engineec
April 15, 1999
Mel Taggart, P.E.
Taggart Engineering & Surrreying
212$N. Pines Suite 17-1 S
Spokane, Wa 99206
.
Re: Review Comments 1 for SP-941
Mel,
The followint, items must be addressed prior to acceptance of the road plan:
1. Add infarmation to the road prohle regarding the proposed vertieal curves: lenachs,
high/low points, elevations, etc.
2_ Pro%lde the grate elevation fnr the drywetl, and fhe horizontal nffset from the edQe of
the paveanent.
Alease call if you have any questions_
Sira rely,
i
Doug Busko, P.E.
Spakane County Engineers
1026 W_ Braadway Ave. • Spokane, EVA 99260-0170 •(569) 472-3600 FAX: (504) 324-3478 TDU~ (5G9) 324-3166
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-P-roccduecs Sc Equ'iptnent
- - -6 - -
D:isis.of Aclruigs • ~ ~ ~ f-~,-,2 G-,tit ~P ; -
_P1.11 l,o.catifin By Title S h-
.QlCicia! Signaturc Dlocks - _ - ~ ~ - - -
Sucvc.yors, Ccrtifcatc
~ 1t01d, N1i11C5 N
~
tialci Viditss, . ,
Acljriccnt A'rca
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. R/AV D(clication dcsisiiltcil
~
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'1'e7ct, X -
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, - - - _
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, ;Closiirc
U-LU1CI'ION. . - - . . „ _ . _ . _
~ lJo,~b,,t. A'
Dcsctiption (`I'o..Mnp)' ~
OcscriPtion (Tv Ccrt) -
Qwncrs
. ~Ccrtifcatc to,Pirtt
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~ RID - d'R.,Statcmcnt
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Clood. lnsurancc
`208,;13unds - $1,000;OU cn 208 I?LANS AI'PItOV,LU
~
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i111rl.~llist:ckrlllS~ ,
,
.
E1vGI1lTEE1t9S. REVIEW~ SHEET
BI.D6~. PERIVIIT # -or =FILE# spm941
Related File ( ) _
Date to- Revievv' 1-31=94 'Cme
Date to AA & DR Time
Date Rcccived 1-13-94-
I
Project ~Name 'tDUP--EsES MFG- HC)ME No. ~Lots 4 No.:Acres-, 2
~ - ~3ection~=- TowDSlup - Range. ~
' SITEADDRESS ,.N BROADWAYM; FLORA PARCEL 18552-~2538 ~
Applicant's' Name W-ES CR.OSBY GHD INC Phone # 994-3972
Address~ P0- 80X 13717--~SPOK;:ANE- WA 99213
Work- #
Date- Conditions, iftailed -Z
CoIItACt pe1'SOD. _ P6one ",q 7
FL_".OOD ZONE if NO W 4 . S 1 SCHOOL 356. ,
Engineer ur.vey,or's./,Architect's,:Name TAGGART ENGINEERING
2129'N: PINES RD S?E 17-15 ~
SPOKANE WA 9920'6
'924~=9993
Plannin;g.'Ccincact Person JOHN PEUERSOt4- Phone # d561,2205
. - l
Brate Submitted DescriPtion Initials I
AGRELAENT T,O PAY FEFS O:R PRIORTI'Y FCE, COMP.LET.ED :CUPY TQ _A►CC,7~OUN7'ING~
FINAi.. P _.LAT FE-ES COMPLETED & COPY TO ACCOU.N'IING
N,OTICE T.O. PUI3LIC 1 3 4 6 COMP.L.ETV-D OIt NEEDS TO BE.SIGNED
~
/a ? I~ 'DESIGN DEVI"A7?ION ,S_LT,SNi.t'I7?-E-D-'-de/ P-lf-'-O/
AT;TE1t-ATION' TO'PLAT - BLOCKS. &-LOTS
% - - FiEARiNCi ECAM APPROVCD DfiNTED=_Ai'PEALED BBC / :PRWECT' AP.PROwEO _DCN'IBU_
, 345• 4-5 .~,,~s
~ i ZoA.;t> 'PLA-C-9S
~ l~ • l' J ~.Or - - - f /•V / t✓ r"/~L ' _ _ _ ~ ~ J ~
--Lf: -'CL c
-C - - &.D - ,
L .
_
~
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~
tw~a - : . uu~~►► ~t~,.,.~f ~
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24 ff oxr
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~ -
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a .9 PLC-,
S i' CD K U U N T Y
DIV1S10N Oi' [:NGINCERINC ANTI R(.l/1T1S • A DiVt51AN OrTitE PURL(C WORKS DEt'AR?TiC•NT
Willinm A. )ohns, P.C., Caunfy Fnginc+er nennis N1. scott, r.r:.. Uirector
AGR.EEMENT TO PAY FEES
ENGMfER'S AGREENiE'NT NUIVIBCR ~ 94-
This agreement between Spokane Counly and ~ c ,
, .
wliose interest in the project is OCA d ji.c. owncr, ilgcnl,
is entered inta this day of . , 19 ~.This agreement is applicable to the project
known as: -S P
Tliat the individuals and parties named herein as having an interest in the ahove described property or project agree
to the fallowing:
1. Reimburse Spokane C9unty far project review and inspection fees as specified in Cliapter 9.14 af
the Spokane County Code. The fees wili be based on acttial salary cos~t incurred hy Spakane
Caunty for project reviews and / Ar inspections plus a ten Percent administrative charge, and will
be billed monthly as accrued. Any billing amounts due, including any expenses incucred in tlie
coitection af an overdue account, must be paid prior to the County's ttcceptance of the project for
filing. Tf aproject is approved andlor filed with a balance stiil awing, the unnaid balance shall be
paid witliin 30 days of the invaice date.
2. Tlie undersigned agrees that these fees are due and payable unan receipt of the billing as specified
above.
3. Any invoices not paid within 30 days of tlie invoice date will be considered delinquent. lf any
autstanding balance an the account for tliis project is not paid within 30 days of the invoice date,
no furtiier reviews of the project documents will be conciucted uiitit the entire account balance is
paid. Any balance on the account for this project not paid within 65 days of the invoice date may
result in legal action or the initiation of other coliection procedures, including referral ta a
collection agency. The Sponsor will be liable far any and all expenses incurred by the County for
the collection of overdue accounts.
4. 'Tlie mantiily hilling should be sent to the attention of:
.
NA1ViE: C. . rQ /07 [ .
ADDRESS: A, -7
CITY, STATE:
ZIP COAE: /'7- PIIoNC ff: 9 26 - r- 2 Z-l
1tinderstantl tliat failure to pay these fees may result in delay in completian car approval af the project nr ather
possible sanctions.
O Tf this fee agreement is compieted by someone other lhan the Sponsor (i.e., (iie project owner or a
principal in the firm sponsoring the project), such as the Engineer designing the project, tlien
written autborization from the Sponsor specifically authoriz3ng the Agent to execute tliis Fee
Agreement is attached to this Fee Agreem
SIGNATURE ~3y: _ - ~ (t'RINT 411AR)
~
YFL .O~r' COPY TQ SI'Oi A T. CQUNTY ENG +'M °
k1-Atlagreefee.cloc 211/96
1026 W Ilroadway Avc Spokanc WA 99260-0170 (509) 456-3600 TAX: (509) 324-3478 TDA: (509) 324-3166
,
~S P A K A N]F- O U rT' 'T' Y
,
DNISiO1V OF ENCIN&ERA`•G AND ROAD6 A DMSION OF THfi PiFBUC WORKS DEPAR7`1MENT
March 24. 2003
Iniand Northwest Bank
PO Box 434
15111 E. Sprague
Veradaie, WA 99037
ItE: Savings Assignment # 25003740 - Short Plat # 941.
Dear Sir or Madam:
Please be advised that the Savi.ngs Assignment # 25003740 issued October 28, 1999 by
your compa.ny to C. H. D. Inc. as surety for installations of roads and associated drainage
facilities for the above mentioned short plat in the remaining current amount of
$14,309.35 may now be released in full effective immediately. The project is now
complete. This final release should close out the above referenced surety.
If you have any questions, please call me at (509) 477-3600.
Sincerely,
• 4~' ,,1• ~
Randy tronks
PlatlBond Inspector
cc: CHD 1nc.
File
1026 W. Braadway Ave. • Spokane, WA 99260-0I70 •(509) 477-3600 FAX: (509) 477-7655 (2nd Floor) 477-7478 (3rd Flaor) • TDD: (50) 477-7133
' ^ • , . - ` ~ ` " ~
. ` LOPER BMD REVIEW,FORM
.
Pr.ojecf Name:
'ProJ'ect Number:
Locafion:
►
5 ~
,-Original' B,ond,Amount: ~qq (u,~
Original'Bond' Qate: _ '10
;:Bond Balance: 4 4! 30~
,REVIEW Last Review'Date'or Punch List Date:
Work Remaining to be ~Comp,Ieted: _
_ , -
: I~,~/
Reviewed bY: _ . L_ Sml~t~ Date ~
- .
Findings: >c~. rJ _ _
. c-RC~►
_jt1^,'rAN&,ES Ovi, ljo
7~r~n~ Es G0,u ~ 7'- ~CJJoE~Zwa Y /dbz-o 14c 4)07 66rlvwl~
ACTION TAKEN
(Circle, Actions) .
.RECOMMENDED ACTfON: Action 7aken:
1. Release 8ond 1. Releas:e.Bo'nd, Letter `2. Reduce B.60, 2. Reduce- Bond Letter-
3. Confinue B'ond 3. Continue Bo'nd
,4. None.
gy;: - - - - - - , D'ate :
.
FflL-LOW .UP
Fo.llow,up Scheduied:
. Comments:
Fi{es,-Up_date4 Comments; _ Date:, 6y:
-
Files''Updated Comments: Date: By:
Files:Updated: ,Comments: Oate: By:
-
Files,Update&Comments:' _ Date: By:
~:Files, U,pdated Comm~ents: Date: - By:
, n_l Tt' E 0 S.21 : a 50',9 5 9 ~RUFk'sT- ~".ALL.F-Y: FI~. Dr?T jpp?
f Ad
5P0{tANE 1lALLEY FIRE DEPARTMEA17
Spokone,County Fire Dlstrict 1 10319 EAST SFRAGUE AVF. • SFOKANE. WA 99206-3670 •(509) 428-1700 • FAX (604) g92
-4125
R Pvf HMphdes
Chle{
Aprii 27;,19Q9
~
John Todd Departmemnt of Bui(ding & Planning
102611V. Broadway Spokane;, WA, 99260
RE:, Final Short Plat
i~SP-941-93
Deat,Mr: Todd: '
. The.Spckzne Valtey Fire Department, wilt, require the, inst2iiation of znew'fr2
hydrant: at ~the-,.enttance of the.cul=de-sac: and Bro2dway. V1fe. would also:fiks -to
'see-'this cul=de-sac have-~nortfi-south addtessing. The existing road nana.fior thzt
focation is Coach:
. Sincarely, Kevin M'iller
Fire, lnspector
KMIm d .
,
~~e -
- - -i
1v L ~ L
A/W
. . _ /
G'j"C:L E:,,/ r'J
i~
S P O K A N E G O U N"r Y
DIV(SIUN pF ENGII4EERWG AND ROADS A UtVISION OF THE PUBL[C WORKS UEPAKTMENT
\
August 31, 2001 v r ~
-:ti~ \ \ ~
~
w
CHD, Inc.
Wes Cr4sby
P. O. Box 13717
Spokane, WA 99213-3717 ~
~
RE: SP 941- Coach Lane
1
Dear Mr. Crosb}r:
A recent drive-by inspection reveals that the private road improvements on Coach Lane have
been constructed. It was noted that the approach paving does not conform to the plan as
approved. The approach needs to be finished properly and then you engineer's submittal of
Certified "As Built" Plan needs tn be received befnre your bond can be released.
Please let us know when you plan to have the approach fixed so that we can have an inspector
check the work.
Sincerely,
Ross E. Kelley, P.E.
County Engineer
John Hohman. P.E.
Development Services Engineer
1026 W. Bmadway Avp. 9 Spukane, WA 99260-0170 9 (SU9) 477-3600 FAX: (509) 477-7655 (2nd Fluor) 477-7478 (3r+d f7oor) •'t'DD: (509) 477-7133
•
.
,
s ' A* (,fe ~71 A ~
ASSIGNMENT FOR CONSTRUCTION PERI'URMANCE BOND
FAr securiry purposes onty, . . ,4 ljC~ . , ("Devcloper") hereby assigns tn
SAOKANE COIJNTY, a polit;cat subdivision of the State of Washington, the following:
Money Marke~~~RQfXM Nwnber 25003740 ~-tvtIVED
in the face amount of ($14 , 309.35 - public improveisients)
- private improvements) 0 C t 2 9 1999
Toml)
SPOKANE COUN?Y ENGINEER
and held in aud by Inland NorthwestBa.t~ .
Oank (~'ame
E31nk af ,
Va11Ey Branch I3ranch (tlte "F3ank")
This assigrunent is made as security for the fuli ajid failhfiil performance by the Developer of the conslructioit of certain roacls,
inariuinents and drtinage facilities for ~F-log DiLih' 541 ("ProjecC') specitied in the t}°p►cal
sectioii acid roadway icnpravemcnt plaris Car said projcct, dated day of , 199 and au f-tle itt tlic
Ofrice aC thc Spokanc County Enginccr.
Any iiiterest bcrtefits accruirTg under said savings certificate stiaU reinain the properly of Uie Developer, but the savi»gs ecrtificilic
niay lo bc releascd lo the Deveioper or any otlier party only with the prior tivritten consent and agreecnent of Spokane County.
The uiidersigned Developer Isercby autliorizes the B7nk to p1y over lo Spokane County all, or a sutTicient portion oC the ma,iies in
U1e savir►gs certificate refcrenccd liereinabove, Ripoii (1) written documentatioii being received from tlle Spokane Caurity Cngiiieer
indicating Uiat tlie purposes fflr wliicli the savings ccrtificate was assigiicd have nol been fiilly and faitlifully performed as requireei,
ajid (2) a statement from the County Engineer of thal amount of inoney whiclti the County decrns necessary lo canplete such
obligation. Upon receipt of sucli written docuiiientation, Ihe Developer ltereby autliorizes the Bank to rclease to Spokanc Couiilv tliai
ainouiit of money requesl ' in the savings certificate.
For public roatls & dra
Said SAVINGS ASSIGNMC' ~ e public ro7d
andJor drainage improv ~ )roveinents is
accCptcd by thc Caunty )kane Courilti
6arird of cncuiiy Carnm
~
ilpaiI (i) thc Cou»ty C ojccl; and (2)
cstal)IISIU11Ct11 QT S.1I11C ~ 1 (3) upan tlic
li;lttk 'ti iCCCipI of (1tC C ~ SIGNMi:ti"'I F(i)t
(`UNti'1 ltI1C"f!c)iJ 'C)SCS, 1t1 SUCI1
amamit as rcclciired by
,r .Said A.SsicrvNir•.N*r rott Deve;topcr af <<
~ ear aller Ilie
buaranlee abainst aU ( ) Y
County's cstablisluner ` \J
T'!te C.ounty Engitieer ' \0 d wArkmanship
becoine apparent duri mentatian shall
iiidicate Uhat the work _\J the Project anci
ihereCore the purpose ointy Engiiieer's
documctUatiou shall suclt oblibation.
Upon the Bank's rccc ane County tl:im
a«iniiii! Af nlaley rcc
A enliy of ali sucli docitmcnt;ttion wid corresporidence wn:& lhe Qevelnpcr ,it
the address noled bclow.
Cur Priva(c Raads and Drainagc fncilitics
Said SAVIN(iS ASSIGN\QEN 1' VOlt CONS'1'ItUG'I'tON PEItFURMa1NCE I3nHt) I1URPOSF.S in lite :lcnouiit 4f $ far (!le privale ruad
and/'or draiiiage improvcments sliall reiriain iii eftecl until such titne as (1) tlie canstniction of tlie private road 1nd dramabi
improvcmc»ts for this projccl have becn cerlitied t~y the Devcloper's Canstniclion Enbineer, iii accorclance with the.Spnkane C.'orisrtv-
.Stanclrirthfr„• llaurt f»rJ.Yewer Const,•ucii(m, ancl (2) said certificatioii 1»s been accepted by lhe Cauiity Engincer, and (3) the Btink's
rcccipt of lhc Spokillle CUl111ty C-ngiiicer's s(7tcmcitit af fitial lcccptaticc.
llATEf7 tlus 28th clay of October , 19`)
t
BANTC• Inland Northwest Bank
ADDRFSS: 15111 E. Spraque, P.O. Box 434
G1TY, S1'A'I'E , ZtP veradale, WA 99037
S p C`) I< A N E ~ C A U i,%T "I' Y
DfVIS1ON OF F1`CINEERING AND ROADS A DIVISION QF `tHE PUBL[C WORKS DFPARTMFNT
William A. Johns, T'.E., County Engineer
Nnvember 15, 2000
Mr. Wes Crasby
C. H. D., Inc.
P.Q. Box 13717
Spekane, WA 99213
RE: Roadway of Short Alat 941-93
Dear 1v1r. Crnsb~°.
Please be intormed the information provided by Budinger & Associates finds that the
enmpaction of the Asphatt ('nnc:rete Pavement placed on Coaeh Lane is nAt aeceptable.
Kesu0ts prnvided also show the S, i ibgrade (87.0%) and Crushed Surfacing (89.8%)
eompaCtivn are below the required 95% per CAUnty Speeifications. The substandard
results of these tests would exptain the campactinn results of the ACP.
Spokane C:ounty wil1 not be able to accept this pr4jett with rhese results unless one caf the
follovving aptinns is chosen and is accomplished:
1. Remave the Cru~-h Sucfacing, c:nmpact the Subgrade, replaee Crush Surfacing and
repave a11 to required Spec;iticarions.
2. Overtay Coach Lane with 1.5 in. of asphalt.
3. Pay a penalty of $ l,754.63 that will be distributed evenly to the new homeowners
fhr Cuturc: road mainteaance.
Shuuld you have any further questiansa please cuntart me.
S ineere ly,
l/
Bill Henuninga, PE
Devc:lupuient Servic:es Eugineer/Nlanager
1626 W. Hraaciway Ave. • Spukane, WA 9926U-01"j() •(5Ut~) 4d7-3E's(t(1 NAX: (509) 477-7655 (2nd Floorl 479-7478 (3rd Fluc,r) 9 TD[a: (509) 477-7133
ASPHALT PENALTY WORKSHEET ~
PROJECT NAME & NU,M'BER: jC0ACHiANE,.sP941-93 _
,
PRIME CONTRAC.TORlDEVE~LOPER: H
~,C; .D,,, iN:C
PAVIN.G CONTRACTO'R FOR.JOB: ~Manin Paving
DATE,OF ASPHALT PLACEMENT:, 1'0i3011~999'
"CLASS'~' OF ASPHALT MIX PLACED': A
PLANNED,D.EPTH ~OF MIX FOR JOB: 2
BID TAB PRICE`OF ACP ($IYDZ): $5:25
PERCENTOIL.IN MIX DESIGN: 5.30°io
UNIT COST OF ASPHALT OIL: $122:80
LOT -4 TONS RICE pcf % RICE TONSIYD3 $ITON °Io Penalty CORED (YIN)' Penalty
1 400 1 154.4 90 1 1.88 ($50.37 1 0.1 ~ N ~,$1,754.63
SUB TOTAL ASPHALT PENALTY -$1,7;54.63
CORING CHARGES: 0 CORES ~$Tb'PER CORE $0.00
wo
TA. PENA_`Y $1-1754,63 ~ - .
Calculated. By-,Peggy Higgins,
1110112000:
SP01<ANE COUNTY 4FFICf OF COUNTY ENGINEERS
, ~ ~ CALCULATION SMEET
Description: Projec4 tda:
Calc. by: L~~ Dote: Ti
~l> tle: Co~c,L~
Checked by : Da9e : Sheet of
~ Nates :
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4 I fl R
October 34, 2000
RECEIV ED
OC? 3 0 2000
C. H. D., Inc.
Ec~GiNEER
P.O.Box 13717 SPOKANE COUN'tY
Spokane, WA.
Spokane C.ounty Division of Engineering and Roads
Bill Johns
1026 W. Broadway
Spokane, WA.
RE: Roadway of Short Plat 941-93
Coach Lane
Dear Mr. Johns,
We have a problem with the compaction not meeting Spokane County standards on this
project.
Short Plat 941-93 was approved in 1993. It is a 4-lot plat with a private 200' rAadway,
including a 100' cul-de-sac that serves 4 residential lots. Its street name is Cnach Lane
and is located at the northeast corner of f3roadwav and Flora Roads in the Spokane
Valley. Taggart Engrineering preformed the engineering and Mr. Taggart had directed me
thru this development. Late last year we staked, prepared and paved the prnject. Miartin
Paving of Greenacres did the paving and they used asphalt from the lnland Asphalt batch
plant on Sullivan Road. Mr. Taggart did not d'uect us to have tests on the compaction of
the base, gravel or asphalt. The last private road we had built, tests weren't required. I'm
very sorry about this situatian but apparently Mr. Taggart as well as myself was not up to
speed on these issues and final Spokane County requirements.
Upon learning test should have been made, we contracted with Budinger & Associates,
lnc. to have tests made. As I understand it, Stephen Burchett, of Budinger, spoke with
you and had discussed with you as to what would be your preference as to the best type
or t_ypes of tests that would be best be preformed to see where the project is now.
1'EST ItESt.ILTS: Enclosed are the test results from Budinger & Associates. The test
results show that Martin Paving did installed ALL MATERIAL that MEETS the
SPOKANE COUNTY SPECIFICATIONS. 1n fact, the project engineering calls for 2'' of
Aspbalt and the test shows 3" of Asphalt was installed. As you can see only the
compaction tests do not meet specifications. 1 have left thz 2'x 2' asphalt cut open for any
further inspection.
The praject, 941-93, was asphalted 12 months ago with thicker asphalt than requirede I
have had cement trucks and trucks detivering a triple wide manufactured home on the
back lot, using this roadway. There has been no damage observed by these heavy vehicles
on this roadway. Please notice that samebody has been using the entrance as a truck turn
around. They seem to be going east nn Brdadway and turn araund by cnming in the
entrance to Coach Lane then dropping offthe asphalt an the west side before they come
back on Broadway going west. Our asphalt roadway seemed to have with stnod that
"test" very well! Frankly, this asphalt roadway looks better than several of my other
asphalt projects that I've installed over the years that meet all the tests!
We would appreciate your approving the roadway in this project subject to the
submission of final engineering for this short plat fi-om Mr. Taggart. An}r questions dr
comments, I can be reached at 994-3972 nr faxed at 926-6292.
Sincerely,
,
¢
Wesle_ Crosby, resident
Enclosures:
Plat Map
Budinger report
rnY, ~ASS~GTON - 0 R E p U D I G -
~TY
, ~ SPOK~ANE ~ ~ oF SEC'~pT; 18, _F
~q 1- 4. o F 1 1 4 BODO
~ g~1 TgE' . . ~ 45 E,W.M. 456
T, 25 w~
~
- QNE CALL- NUMBER -
_ 48 HR. NOTICE REQUtRED
I-90 _
~,90 60 Q~ -254:89' - - `
R/V,
127A5'
_ ~99.5717'V Q
'12T.45' Y
K89'S7`'37,N cn
- ' . •
. 25- SETBaCK LINE . ~ E
. C: ' d Z
cj
p ~ -Z GA
TRACT A
aajs. so. FT.
, j8 eta,WtsH
TRACT B~' ~
sEE.NOSE iz~ 5.
~ it•
y I 5
o '
-UTn-ITY EASEMENT
r, 25' SETBACK• LINE
.
A
~ ~'t• ~ B - _ . ~ 1 , ~
~ - ~ . ~ ~ • ~ ~ 1 ,
~ - J•°!~j ~ , ~ \ I
y i ' • ~ / ` ~ Q
5W ~ A\
A i 45- pAVEn ' ss' . sV+a.E~.- z R - ,
T
aS~
CR S
SGAt.E EXA
ROAD' AREA ~~T
`t H VP
C
' • • ~ ~ EUP
, . E/ 1
.
TRACT D. I
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OFFICE OF SPOKANE COUNTY ENGtNEER
1026 W. BROADWAY • SPOKANE, WASHINGTQN 99260
PERMlT OFFICE (509) 477-3600
PERMIT TO PERFORM WORK ON CDUNTY ROAD RIGHT OF-WAY
0811311999 THiS IS A COPY PERMtT # 99-FNA590
CHD tNC / WES CROSBY
PO BOX 13717
SPOKANE, WA 99213,3717 PROJECT
(509)926•5229
THE APPLICANT HEREBY APPLIES FOR PERMISSION T
CONSTRUCT RURAL APPROA►CH TO SP-0941 ON BROADWAY AV SU6DIVISION: SP-0941. ASPHALT
APPROACH TO SERVE COACH LANE IN THE NE 114 OF 18-25-45.
OATE WORK TO START 08/17/1999
THE ESTIMATED T1ME REQUIRED FQR COfWPLETiON OF THE ABOVE WORK I 300 DAYS WHICH THE
PETITIONER AGREES TO PROSECUTE WtTH ALL DILEGENCE AND SPEED WITH DUE REGARD FOR THE
RIGHTS, INTERESTS AND CONVENIENCES OF THE PUBLIC.
PERMIT FEE $10.00 INSPECTION FEE $20.00 TOTAL $30.00 PAID BY BLDG
TH1S PERMIT SHALL BE VO10 UNLESS THE WORK HEREIN CONTEMPLATEb SHALL HAVE BEEN
COMPLETED BEFORE0611212000
Applrr,ant further agrees to perform the work in strict compliance with Spokane County Standards tor Road and Sewer Construation,
Spokane County StormwaterManagemenl Gu(delines and the Spokane County Code Additionaily, thls pemnft is subJect to all terms,
condiHons and provisions writien or printsd on any part of this fomt.The applicant states that he has read and will adhere to the generat
provisions applicable to permits contained on the reverse side of this tomn. The undersigned guarantees that if the backiill, street
surtacing or improvemertt fails withm two years from the date of final rnspection by Spolcane County. he shail pay the cost ot the Cflunty
fbr making repairs or resto►atlan aF the roadway and improvernenls. In corisideration of the granting of thfs permji it is agreed by the
applicant that the County of Spokane and any afficer or employee ihereot ahall be saved hennless by the applicant from any liability ai
responslbiliry for any accident, loss or damage to persuns or propeft happenmg nr or.curring ats the proxlmate resulf ot any af the work
underteken under the temns of this appiicatian and the perm3t ar permrts which may be granted m response tfierato, and that all of said
I[abilities are hereby assumed by the appiicanL lt Is further agresd that if any part of this installation interferes with lhe tuWre use of the
hlghway by the generet public, it must be removed or retocated as designated by the Caunty Engmeer al the expense o1 the applicant
or his successor in Interest_
SIGNEO
INSPECTION REQUIRED - 48 HOUR NOTICE REQUIRED
Call tnspection Office 477-3600 to notify when work begins and schedule inspection.
COUNTY ENQINEER
BY ANGELA ROTH oATE 8/31 /2001
(t is the responsibility oi the appticant to notify all utflities and private property owners when such property is Ilable to injury or damage
through the perlormance of the above wor{c and the applicant shall make all necessary arrangements relative to the protectlon af such
property andJor utilities. Ttatfic control signing and barricades shall be tumished by Permittee in strict conformence with "Manuaf on
. Uniform Traffic Control Devices". Th~n --nit must be available on the work sfte and (s velid ^-'&•',)r the dates shown above.
. ~
. UTILIT' AGE IS COSTLY - CALL BEFORE YOU DIG - 481
I a•. ,
IIVSTRUCTIONS FOR APPLIGla1NTS
Applir„snts for permits to occupy county arbperiy with utiliiies, or Iiotders of granted frarticliise riyhts contemptating work upon, atong,
aver, under or across any aounty road, bridge, whari. :reslle, puptic pIacA, s;rest, avenue Qr alley an propeny in ohe C9unty, shall rtrsifile
with the County Engineer his ar iheir applicatfon to do suc!i wOrk.
Such appNcalions sha11 be in fripticata and aCcompanied by dfawrngs, nisa in triplicate it reqLnred by the Gaunty Engmeer_ OrawirFgs
shall tse to a working scaie showing pos3tiAn and iocation af v+ark, namess flr numbers and wfdth o'l raads, streets, afc., showmg iheir
focalion in pfats, or subdivls+ons of gecllons, townshlp and range, showing the ralative position af such wvrk to exisCing uiililies can-
structed, teid, insialiod or erected upon such roads, streets or publtc plaGes.
The applicant shall specity the type ci eonstniction hy scibmttimg plarts showinq the class oi mate*1al and the rr9anner in :vhich the v+roric
is to be accamplished all such materials ana equtpment sIzall De o! ttie hiyhest quntjty and tt~e manr+er ot excavation, filts, construction,
insiattation. sreciion of temporary structures, tratfic tumouFs. road obstrticUan, barncactes. etc. Shdll I'11sat 4Yiih pCC►viS10l1S 41 the Ct1uC11y
Utitiiy Accommcadation Pallcy (WAC 136040) and sMail meet approval by the Caunty Enqineer. Slqns, barrlcades and tr,aitic contrQl in the
vtcmity of the work shall stnctty conform to prmmvisions oi "The Manual on UnifiQrm 1'taffic Contrai nevices ta Streeis anci Highways." The
applrcani shall pay to the County gll cosis cf and expenses inCUrrosJ ir+ the exammaUQn, irispection anCl SupeN1Sibn 4t 5uCn Work On
accnunt ot the granting ot said perniits_
Tho actLal locauoi7 of the viork to Ue dqne under ihis permit, iis- depth be;ow or above surtace or grada of any County structure, road.
sEreet, avenue. ailey or public psace shalf be appraded by the t;c,uniy Enqlneet betore any wark shal! bs dane by the petitioner.
PERMIT CONDiT10NS
1. The applrcant dssignatad harem as the `grantee", his succ;essors and assiqns. shali have the right and aulharity t4 enter upon the
rlght ot way a1 the Counly road, Street. alley. publlG pIace or slructure as mdtcated an tho firant af 113is farrn, tar the pUrpase of dc,ing
such work as app(ied for. nnd appraved by the County Engineer.
, 2. 'i'he tocatron, type a1 work. matenals and equipment used. manner of eraction or crmstrijcltan, safeguardtng af public Iraffic during
work or alter dqlr.q sanne, rnodE ef aperatfnn and manner of rnaintenance af project aefiltanscl fqr, shalt be approl.ecf by the Qpuntv
~ Engmeer pnor tp siart of wark and shall be subJect to the inspachon dt the GoUnty Englneer so as io assure propet campfiance
with the lerms of ttrFs Rerntel.
3. The grantee shall commence wgrts witlifn one (11 week after the grsntmg of this permit. If at the end of statecl cornptetion date
qrantee shall have nat compieted the installation. then the nghts herein cnnferred aliall cease and tnrminate. Grontee will then be
obligaled to app6y (ora new perrnit It work Ps nct accomplsshed wlthin aIlc+tted workiny days"
4. The grantee shaN Ieave all roads, streets alleys, public plaees and structures after installalton ancJ aperatton nr rErnoval at ulilily.
in as good and sEite a Condibon in all respects as same wera fn betore cummencement af work by grantee.
5. ln case at any darnaqe to any roads. slreets. publie ptaces, structures. or public propertp o1 gny kmd an Efccouni nfi saiU wnrk by the
grantae, ha wtll at ort~e sepair said damage ai hls otivn saIe cost and expense.
6, The Counly Engineer his agents or renresentatives may da. arder. or have done any and all wanc consrrlered nac,essary to resiore
to a safe candihoi7 ary street, alley, public pface or s#ruatur-p- tivh►rh is in a aanctit'fnn dangeraus te a Iife or properRy resulting ham
the Granlee`s FaaiIiiy ox its instaltatirn ss perrnitted herein, anci upor► demand the grarriee shall pay to the Caunty all costs ot such
v,rork and matenal.
7. If at any ttme the County deems it advisable to widen, grade, regrade, pfank, pave_ Improve, alter or repair any mad, straet publir,
place or stcticture, the grantee upon wr,tten roUc;e by the Counly Engineer. Mis representatives rr agprits. will at his own sole cost
and expense, taisa, foweo, change. movE or reconstrucl such instalfations to conforn to the Qians afi woric cantemplated ar
ardered by tfte County
8. If URon wrfiten natice h, to;e Caun.y Engitleer the arantee Iails lo retoc8le ar,yw porUnn or all ot ti►e ptoject as gfaiited undea this
permit. the Gount}►, its aoenis or reprgsai btahveS may dc, any woric at 1(ie cnst and exRense of thp grantee, and all eos'ts to remave
c►r reEonstn.lct sarne„ shatl be barne by the qrantee.
g. All such changas, reConstsuction at relocaiion by the grancees shall be dnne In suc:h manner as will cause i11e teast interteronce
with any of the Countv's woric and snall be subject to the same provisions whrch cvntrob an origmal mstallation_ The County sheU
In no way be helci IEahle tor any damage lo ttle grartee by reason al any such Work by the County, its agen[s ur tepresentatiues car
by the exercise oi any rights by the County upan roads, streets. pubhc places or structuras in queslion. TMe grantee shall have
twenly-taur (24) houm. v. ritten natice by the County Engineer or his representatives or aqsrts o( 8ny bIasiinA c.ontiguous ta Ihe
grantee's permit riqhts ~n order ihai he may protect his interests.
ip. Tltiis rjranf or privite,qe sha11 not be deenied or held ta ba an exctusIve franchisR. nor pmhibit the County from granting ather
petmits or frattcYttse riqnts of {ike ar other naiure 1o other pUblic oa private ulibties< nor shall it prevent the Caunty from using ariy
01 its ruads. streets. public ptar_as fnr any and all pubNc uge nr affect its jurisdiGtian aver all or any part af trtBrn,
11. All the pravisions, concidians, rngulations. ano requrrements nFirein c.nntained shall bo binding r.ipaR the vucaessors and assiqns of
the grantes and all priviteges af ihe gfantss shall irure to such successots and assigns as if they were specilicaUy mentioned.
12 The County Engllleer rnay revc,ks, annu( c►r terminQie Rhis perrnit• it gcantee faiis to cumply with any o► aII ot Its provisions, reqwre-
ments or regulations as tasrsin set !or!rr or throagh willful oc tinreasflnable neglem. fails to heed ot r..amply with nntir.es given him
or if lhe wurk heretn permitted is nat inst-allaci crr caRerated and anaJntauned In co►*formiiy herewith or af arl.
'13. The Board ot County Commisscaner miiy ai arty timE, cliange, amend, matfify, arnpfity or terminate any of the condil+ons herein
encemerated so as to confarm to any state statuEe or County regutation partainiRg to the publEc wellare, satety, health ar highway
regulallans as are w may nereinaher rie enac!ed. arlopted or arliendgd. etc ThE Board may terminate this permit iP grantee faifs
ta comply with any sErch changes.
14. Grantge by accepiing thrs permia ag;ees to noufy and check with all utilittes regarding their mstallations beiore commencing wori.,
togetherwith privaie property uw~ers when such property is liable ta inJt,ry or damage thraugh the pertarmarice 01 such work, artd
the epNlteant shail rnake a11 necessa►y arranyements relatiNe tv the pratection af such prpperty andp°4r utiiiiies.
15. In accEpting this pemtjt the grantee, his successurs and assigns .3urae to protect and sava harmlt3ss the County frorn all claims,
actians or damages o9 any k+nd and descrrp'ion wnlch may accrue to or bR suifered by any person at persnrts, corparatlan ar
property by reason oi the perforrnance ot any such work, charaCter of matenals used or manner of ingtallahon, maintenance and
operatlnn af by the rmproper accupaney at nght nt v:Qy or pufiahc ptace ot public sEiucture, anti m case dny such swi or aciivn Is
broughi against said Caunty for ciarnages arising aut of ar by ceason of any ot the above causes. the grantee, his successors or
asslgns will upon nouce to him or them or commencement a; such actien deiend the same at his or iheir sole cast and expanse
and will tully saiisty any judgrrient after lnesaici suit or action shaU have finally been determined it adversety tn ktie County.
, .f .
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3820 E. Broadway Spokane, Washington 99202
budinger & associates, inc.
geotechnical & material engineers
,
Vb'es Crosby Octobcr 26, 2000
PO Box 13717
Spokane, WA 992 I 3 Project Number M00322
PROJECT: Coacb Lane
Spokane, WA
SUBJECT: Results of Field and Laboratory Testiag
Report# 1
At your request, we have provided field and laboratory sampling and testing services for the subject project.
Our services were limited to the performance of specific tests, selected at your discretion.
Our engineering technician (Robert Colley) visited the site on October 19, 2000. Roadway construction had
been completed prior to our site visit One 2' x 2' square of ACP had been cut from roadway at a location
selected by athers prior to our arrival.
Five density tests were amducted at random locations at the surfaee of the completed ACP over the full
length of the roadway. The cut square of asphalt concrete was then rernoved and density testing was
conducted en the exposed crushed aggregate bass coursE. The base caurse was then removed/sampled for
laboratory tests. Great care was taken to avoid contaminating the base course with any portion of the
subgrade below. Density tests were then conducted on the exposed subgrade soils and a sample of those
soils was taken for labotatory testing. The resulting excavation was then backfilled loasely with 5/8"
crushed surfacing top course to the bottom of the existing pavement. The following laboratory tests were
conducted on the samples taken in general acccordance with the methods listed:
Asphalt Concrete Pavement
1. Theoretical Maximum "Rice" Density AASHTO T-209
2. Oil Content, Ignition AASH'TO T-308
3. Sieve Analysis AASHTO T-27
Crushed Surfacina Base Course
l. Sieve Analysis AASH7'O T-27
2. Fractured Face Count WSDOT 103
3. Sand Equivalent AASHTO T-84
4. Modified Proctor AASHTO T-180
Suberade Soil
1. Modified Practdr AASNTO T- 180
Field densities were determined according to Nuclear Methods (ASTM D-2922. 2950). We believe the
results are representative of the tift or coarse exposed in the immediate area of our test during our site visit.
Results should not be oonsidereci representative of any other areas or fills, if any. More definitive data Cauld
be abtained through a more rigorous program of testing and examination, services we would be pleased to
provide.
F.C. Budinger PE
Stephen D. 8urchett PE
(509) 535-8841 John E. Finnegan PE
FAX (509) 535-9589 Scott L. Walters
I
,
,
Coach'-Lane Project Number M00322
Spokane, WA October-26, 2000
Report,# l.
.Compaction results;are presented on the,attached Resrilts of Compaction Tests form. Laboratory resutts are
!presented-on the attachdd Laborutory Sunrmories.
It is a pleasure to be of service to you on this project. Should you have any questions, regarding this report
please.call.
Res lly Submitted,
B- G R& AS IATES, INC.
~ lt
Services
SLw/gc.
Addr+essea = 2
Attachments:
e Results ofCompaction Tcsts.Form
o L,eboratory Snmmury
budinger & associates,lnc.
geotechnical & rnaterial engineers
CoACM LANL
SPOknNE, WA PanJEc'' NuMgr•.R M40322' . .
~s U Ts oF~ CO ~A.cTro ~ ~EsTs
. . - . .
TEST DEPTH TfiICKNESS, MOISTURE% DENSITY COMPACTION
# DATE LOCATION 6ELOW FSG OF FILL F1ELD (4) OPT. ( l) P1ELD (2) MAX. (1) % SPEC.
GOACH LANB BASE
COURSE-
1 10119l00 'W half of cutout 0 6" 5.5 5.0 126.0 143 88 '95
2 " 90° turn 0 6" 4:6 5,0 128.9 143 90 95
3 E half of cutout 0 6" 5.5 5.0 126.6 143 89 95 ~
4 " 900 turn 0 619, 4: I 5:0 131.9 143 92 95
Average 128.4 90
COACH LANE SUBGRADE
5 " 'Center of cutout 9,0 84 10,0 132 87 95
6 " 90° tiirn 9" 8.0 8.9 114.7 132 87 -95
7 " ~ f80°Cum ' 8.0 8:9 114:4 132 87 '95
Average 114.7 87
, '
(I),AASHTOT•49, (2) AS'fMD•2922
'(3) ASTKikI.SSb (4) ASTM M3017
budinge,r~&,assoc,iates, Inc.
geat6chnical & materfal engineers
' Coach Lane Results of Asphalt Projecc Number AR00322
Spokane, WA Compuction Tes#ing
C4URSE THfCK DENSITY (pcf) iNDICATED
'fEST #1 DATE LOCATI4N DEPTH FiLL FIELD M.AXIMi1M COMPAC7IQN (To) SPEC
CQACH LANE ACF
1 10r19r00 a01 tv ofInt. R ofcenux hme o 31o 136.2 154.4 88
Z " 80' N of Int. C, of oenter lane U 3" 140 154.4 91
3 " West area cul-clo-sac 0 3" 18.4 154.4 90
4 " Center area cut-d.e-sac 4 3" 135.6 154.4 90
5 " East am cul-de-sac 0 3" 140.9 154.4 91
Average 138.8 90
budinger & associates, lnc.
geotechnical & matedal engineers
! . . . -
. . Coach Lane Projcct Number M00322
1Spokane. WA
SUBCR.41)E
, LABORATORYSi1M11~lARY
' L1riITS
LABORATORY NUMBER ' 00-0987
SAMPL'E NUMBER 1 A
; SAMPLED'BY ~ B&A
SAMPLE TYPE Bulk
DATE RECEIVED 10/ 19100
SAMPLE DESCRIPTION Dark silt with'
; satid and gravel
IViAXIMUM )DENSITY' pcf ; 132
OPTIMUM MOISTURE % 8.9
*SANIPLE MOISTURE %0 8:0
budinger & assoclates,lnc.
gEOtechnical & matefial engineers
w i ~ I I
. . • • . . ' -
. Coach I.arie Project Number M00322
Spokane; WA
CLASS "A"ACP
'LABORA TOR-Y-SUMMAR-Y
[JMTS
LA.BORATORY NUMBER 00-0993
SAMPL•E.NUMBER _ 1A
SAMPLED BY B&A
SAMPLE TYPE Cutting
DATE RECETVED 10/ 19/00
SPEC
THEORETICAL tiIAX DENSITY ,pcf" 154.4
ASPHALT, CONTENT % 5:3.
S' 3/4" %100 100
I 1 /2" 90-100 95
E 3/8" P 75-90 83
V 1/4" A- 55-75 67
E #4 ,S - 59
#8 S = 42
S #10 I 3042 39
1 # 16, N - 30
Z #30. G - 20
E #40 l 1-24 16
#100 - 9
#200 3.0-?.0 6.9
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budinger & associates, inc.
' geotechnical material engineers
. . . .
,
. . ,
- Ccuh Lane Project Number M00322
SPokane, WA
BASE COURSE
~
LABORATORYSUM"Y
UMTS -
LABORATORY N.LIMBER 00=0988
SAMPLE NUMBER 1 BC
SAMPLED BY B&A
SAMPLE TYPE Bulk
DATE RECEIVED 10/19/00,
SPEC
o -
MAXiMUM .DEIVSITY pcf 142'/2
OPTIMUM MOISTURE 6/0 6.11
SAMPLE MOISTURE % 4.1
RETAINED ON 314W % 21.2
CORRECTED MAX DENSITY pcf 1,43
CORREGTED OPT NiOIS'I'URE % 5.0
SAND, EQUIVALENT 32-MIN 41
FRACTURED'FACE- 5/8" 75, MIN 88
1/4" 75
S l~'J4" % 100 1 UO
I I" - 95
E 3/4" P - 79
V 5/8" A 50-80 70
E l./2" S - 61
3/,8" S - 47
S 1/4" I 30=50 35
I #4 N - 29
Z #10 G - 19
E #16 - 15
#30 - II
#40 -3-18 10 #100 - 7
4200 7.5 MAX 5:4
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i
:budinger & associates,, inc.
geotechnical & -material engineers
►
Kimball,,Sandy
.
.From; Case, ;Steve
.Sent: ':Ttiu'rsdaji,-July 24,200.3 ,.3:1'0 PM
~To: Kimball, Sandy Sutiject:' SP941
Sandy, according -to,Wes Crosby, of CHD., Ihc., this was.sold.:and divided info,:four paccels: 'This. happened. i q
Apri:2003.: 'Apparently, each owner willjbe-~.responsible.:for,,any,cliarges, and new, Agreement~-to Pay, Fees, will
have. to; be, received prior to -any review,vv&k. Thank you. Steve I
~
e
- y
• ~ d , 1,
♦
:
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S P O K A 1~➢ 1F_ C O U N T Y
UIVISION OF F.NCINEEAIIVG AND ROADS A DM[SION QF THL• PUBUC WORICS DE1'ARTMENT
William A. johns, I'.E., County Engineer
Decembcr 12, 2000
Wes Crosby
CHD, Inc.
P.O. Box 13717
Spokane, VVA 9921 2
vIA CERTIFIED MAIL - RETURN RECEIPT REQIIESTED
SUBJECT: SP941- Crosbv S6ort Plat
Cnastructiun DeGeieQeies
Dear l4ir. Crosby:
Your engineer, Mel Taggart, P.E., informs us that the cross-slope of the road constructed For this
project dces not conform to the accepted plans on file at this office. Until the deficiencies are
carrected, we are unable to accept the Reeord Drawings, or release any construction performance
gunrantees for this project
We have previousty corresponded with you abnut the non-conforming pavement and base course
placed far this road. We had agreed to accept a penalty payment to remedy this condition. We had
accepted the "penalty pavment" option based on the assumption that the raad was atherwise
constructed in conformance with the aecepted pians.
Given this latest information, we are rescinding our acceptance of a penalty payment for the non-
conforming pavement structure. Please provide plans that document the ecisting as•conshvcted
eoncfition, and that indieate what will be done to provide road and drainage faeilities which meet
Cuunty Standards. An asphalt overlay appears to be the only feasible option that will resolve the
cross-slope and asphalt compaction problems, short af a total reconstruction.
Please let us {enow in vvriting how you intend ta eorrect the deficiencies, and your schedule for
doing so.
Please call me at (509) 477-3600 if yuu have any questions.
S incerely.
- c
VWilliam A. aJohns,I.E.
Spakane County Engineer
ec: Qrett Potter, Inland Northevcst t3ank, P.O. [iax 434. Weradale. V4'A 9903'1
1026 V1i. Hroadway Ave. • apcaksne, WA 99260-0170 9 (509) 477-360I1 FAY. (5d9) 477-7655 (2nd Fioor) 47:-7478 (3rd Ftenr) • TDD: (509) 477-7'133
~
s
BOND ES) E
PROJECT SP 941 - rosd cross-slope defects NAME Ed Parry, P.E. DATE 07-Dec-00
DRAINAGE tTEMS UNITS QUANTITY PRICE COST
1) Drywefl - Type A EA 1350.00 0.00
2) DryweII - Type B EA 1700.00 0.00
3) Grate - Type 1 EA 320,00 0.00
4) Grate Type 2 EA 345.00 0.00
5) Grate - Type 4 EA 300.00 0.00
6) Badcfill For DW CY 17.25 0.00
7) Contxete Inlet EA 800.00 0.00
8) C.M. Pipe 10" Dia_ LF 24.00 0.00
9) C.M. Pipe 12" Dia. LF 27.00 0.00
10) C.M. Pipe 15" Dia. LF 29.00 0.00
11) C. M. Pipe 18" Dia. LF 30.00 0.00
12) Precast Manhole EA 1500.00 0.00
13) Solid IId EA 325_00 0.00
14) Ditch Excawation CY 10.00 0.00
15) Sod SF 0.70 0.00
NON STANDARD DRAINAGE ITEMS
1) Wi(bert Vautt Curb Inlet EA 250.00 0.00
2) 0.00
3) 0.00
4) 0.00
5) 0.00
g) 0.00
DRAINAGE SUBTOTAL 0.00
16) Monuments EA 185.00 0.00
17) Barricade LF 35.00 0.00
18) Str+eet Signs EA 90.00 0.00
OTHER SUBTOTAL 0.00
GRADING, SURFACING, CURB, AND SIDEWALK
19) Cul-de-sac (6855 SF) 19a) Demo SY 761.67 2.50 1904.17
19b) 6" Road Base CY 127.00 15.50 1958.50
19c) 2" ACP Tons 84.00 50°OQ " 4200.00
. a20) TangeM (2360 SF = 262.22 Slr)
20a) "G" mix overiay avg depth 2.25" inch-SY 3.00 590.00 1770.00
NON-STANDARD ROAD ITEMS
1) 0.00
2) 0.00
3) 0.00
q) 0.00
GRADING AND SURFACING 9842.67
CONSTRUCTION TOTAL, INCLUDING MULTIPLIER OF 1.10 $ 10,826.93
use $10.900
inspection
4.6 equivalent stakons @$500 use $2,500
TOTAL $13,400
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S P O I~ ~A N E ~ C O U N T y
DNIS[ON OF EAICINLL•[tINC ANp RpApS A DNIStON Z1F THE f'UeI.IC WORKS pEpp.R'i'rqpVT
William A. johns, P.E., County Engineer
November 15, 2000
W. Wes Crosby
C. H. D., Inc.
P.O. Box 13717
Spokane, WA 99213
RE: Roadvvay of Short Plat 941-93
,
Dear Nft. Cro~bre
Plea,se be informed the information prAVided by Budinger & Associates finds that the
compactinn of the Asphait Concrete Pavemeat placed on Coach Lane is not aeeeptable.
Results provided also show the 'R>>berade (87.0°./o) and Crushed Surfacing (89.8%)
compaciion are below the required 95% per County Specifications. The substandard
result5 of these tests would explain che c;dmpaetion results of the ACP.
Spokane County will not Ue able to accept this project with these results unless one of the
following options i.s chosen and is accomplished:
1. Remave the Cr::--!h Surfaeing, compact the Subgrade, replace Crush Surfacing and
repare a to required Specifications.
2. Over!av Coach Lane rrvith 1.5 in. of asphalt.
3. Pav a penalty of $1,754.63 that will be distributed c:venly tn the new homeowners
fnr firture road maintenance.
Should you have any fwrther questinns, please cnntact me.
Sineerely,
Bill Henunings, PE
Devetopment Senrices Engineerflaianager
1026 W. Breadway Ave. • Spakane, LtiA 99260-017r) . y509) 477-360n Frr1X. 009) 437-7655 (2nd £loor) 4^.^-i4iH (:3rd r1vti-p •TUD• (509) 477-9133
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I
• . RECEIV:~D
• - SPOKANE CO1JNTY
TR.ANSNATION TITLE INStTRANCE COMPANY SEP 1999
NoRTH 72 O A.RcotvN£
SPOx.E, wAsHtNcTOrr 99212 DIVISION JF S!'I! Ql"41G ~t~,!; ,•.v;
PrenaYed for:
Order No. : SH-226699
WES CROSBY Charge: $125.00
P.O. BOX 13717 Tax: $ 10.13
SPOKANE WA 99213 TotaZ: $135.13
cc : Taggert Engineering & Survey+ng
THjRD REPOR'I'
P L A T C E R T I F I C A T E
Ce+cificate for riling Plat of:
SP-9a1-93.
In the matter oJE the subdivision to be submitteci to Spokane County -for
aagroval, this company has examir.ed the records of ~pokane County P.uditcr' s
ar.d Clerk's aifices, and the rec-crns of the Clerk oi the Unised States
Distr? ct Court roldir_g terns in sai-ci county. This certif? cate is made ior
t?^e purpose herein specified, and is not to be used as-a basis For closin5
any transac~ion. Liabili-ty is limited to the amounc, if any, paid for this
c=
ertif icate. r^rom such examination, the comnany hereby certif izs the tit? e
to the fo? low=r.g described land, in sai-d Spokane County, to-wit :
Traet 25, BACON'S ADDITION TO GR£ENACRES, as per pl-=t thereof
recorded in Volume "J" or Plats, page 15;
EXCEPT that portion of said tract lyi-ng North oi a line drawr_
Farallel with and 100 feet distant South, wher_ measured at right
ar_gles f rom the center line of Pr? mary Stata u? ghway ?vo . 2as
cor_veved to the Stato- of Washington bv deed recorded Octobe= 27,
1.054, uncier Auditor' s File vo. 2755538;
AvD EXCEPT t-hat portion of said tract lving w+thin d Stl'1D oT land
a0 leet wicz, being 30 reet on each side of the center izr_e of the
frontage service road as conveled to the State of washsngton by
cieed recorded October 27, 1954, under Auditor's File No. 2755538;
ND EXCEPT that portion of said Tract 25 lying West of a lire drawr_
Ba
narallel witn and 100 feet East, snrY±en measured at right angles,
f rom the cer cer line of Flora Rcad, Prima:y StGte uighway iNo. 2
r?ora Roaci LndErcrossin5 as ccnveyed to the Staz:e af Wash4reton by
deeGS recorded Apri-1 14, 1055, and Januarv 15, 1957, u,nde=
Auditor's F_le Nos. 3102508 and 4352838;
Situate in the County of Sooka-ne, Statm. of Washir.gton.
~
Page 1 of 3 0
Order No. SH-226699
VESTED IN:
C.H.D., INC., a Washington Corporation.
EXCEPTIONS:
1. Taxps ar_ri assessmencs, i-f any, r_o search havi-ng been made therzof, Gs
to Parcel No. 55182.2538.
Par~el Nos. are provided from the latest Assessor's Maps available to
tne Companv. Said parcel numbers are not a matter of the public recorc.
therefor, the Company makes no assurance as to validity or accL=:c.%r
relating thzreto.
2. Liabilicy to future assessments by Consolic3a-Led Irrication District -No.
19.
3. Re? inquishment of access to State Highway No. 2, and of light, view and
air by deed to the Stare of Washi-r_gton recorded October 27, 1954 under
Rzcording No. 2755538. Afzects portion ot Tract 25.
4. EASEMENT A~'VD THF TERMS AN-D CONDITIONS THE2£OF :
'P,ANTEE; The Jr_ited States of Ameri-ca,
its successors and assigns
PCTRPOSE : Perpetual right of way ana
easement to construct and
maintain an irrigation turnout
and appurtenances
?~RE.~ ALF~~CTED : N. 20 f~. o_ r-ne S. 80 ft . o`
the E. 20 it. oi Tract 25
DaTED : December 7, 1965
RECORDED : December 20, 1965
FcE^ORDINC N0 . : 16491aC
5. NOTICE OF STREET LIGHTING AGREEMENTS AND THE TERMS A'VD CO1V'DiTIOVS
THEREOF:
RECORDED: April 7, 1999
RECORDING N0. : 4352175
Pacre 2 of 3
. _ J, •
Order No,. SH-- 2 2 5;69.9
Dec:larat?'o'n, of Covenant, imposed by ins trument record'e-d,on May 10 , 1999,
11
uzder Recordi-r_g -No. 4165907.
DATED AS OF June 1, 19 9'9 at 8: 0 0, a. m.
TRANSNAT_TON,, TITLI INSUW;NCE COMPANY
BY=
For -~`s:erJice, on t-his o~de'Y cal-1:
1(54-9), 922-2:222 (FAX)~ 9,26.--1519
S.ean Heath, Title 0'ffficez
sc
Page 3 of -3
,
~ 'S~ - - - - - - - 8 ~4.6 _L, _ ~
~ 32 S.3 2. .3 _ tt o
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. , _
l/7.20
•1. ~ o ~~o • ~ ~ ' p•~ ~ Q ~ jS.~7~ ~ .
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(D9 ~ ? ~ 32 0
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- - - - - - - • - - - - - - - - -
.
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26
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SUBJK7 PROP '
~o.
3
. -1 - - ! - - - `3 2S. 3 '
TRANSNATION TI?LE INSl1RANC£ COtit?AYY
This sretr.h is Oravided. without cherge, tor -;rur
infarmntian. It is not intended :o show als matt4rc
retared ;o tRe flroflnrty includinF.,. Out not lir+ited 'o.
arca, dimer.sions, easenents, eocmac~msnts n►
location nf hot;ndar:es. (t is Rot Rart ot, n-3r ra-- .t
modity, the commitTent or polic/ to which it ►i
attar,hed. The Campan assur^es ?10 LIAE1ll t'( r• , anv
mAtter ;a!ated to th+s sketch. Retere-ice S~,jJ • a-
manp rn an :wcurace sursrev far further inlarna:ion.
- - 4352175
Consviidated lmgation District No. 19 ?:ge: 1 of t N. 120 Grccn:teres Road 0410I11999 02:37P
Grecnacres. WA 99016 C6ti90l1atE0 iPA1GlTtON 0 S8.00 4aaltr.e Co. 101
(509) 924-3655 -
NOTICE OF STREFT LICTTTiNG ACREEiMENTS
NOTICC TS 1tC1LCF3Y C1VL•N that Consoiidnted irrigation nistrict No. 19, a public corpc,ration
of Spoicane Caunty, Washinston, hercina(ter calle+d the District. as foDlows:
That pursuaRt to aa agrerment executed by the Developer withiR Si' 094-193
subdivision and the District, the District asrees to aecluire, maineain aRd operate a
stred tishting system withia the above subdivision.
3. The Developer (CTTD, inc.) signing the agreement agress that the costs fvr said
Street Lightins system shatl be a lien against aq lots within said described
svbdivision.
LECAL DESCRTPTIONS - B25 Aacons Addition to Creen3cres Except 1 iwy located
within Section 18, TWi' 25N. R 45 EWM. Parcet #55 i 82.2S38
3. The District wiii bill each 1ot owner separoteiy for tht street iighting biil as part or
the annu3t irrisation assessment Icvitd by the District against said lot. This
billins w;il be done whcn each iot is assigned a separate parcel numbcr by the
Spokane Counly Assessoc.
4. 7-he Agreemenl shall be a covenant rurtning with the land, bincfing the lots
hereinabove dcscribed and the heirs, successors and assigns in thr ownership or
said described lots.
5. Inquiry may be made to the District Cor furthcr panicuius of thesc arreements.
Dated this day vf -A,36-,/ 11991
.
ZA r ed rrig~ io Dist ' No. I9
Its Seeretary-Ma ger
s-r,trc or• wnsi tnvc-roN ~ SS
County oCSpokane )
.
On this day or ~~~~y,lc. , I9 57e beCore me, the unclersigned, a Notarv
Pvblic in and for the State of~VVashington, duly commissioned 3nd sworn, personalty appcared
RpBERT Q. ASITCRAt"t. to me known to be the Secretary otConsolidated tmgation District
No. 19, the Corparation that exczuted the Coregoing instrument, and acknowiedged the said
instrument to be the Cree aRd voluntary act and deed or said corgoration, tor the uses and
purposes thtrein mtntianed, end on aalh stoted that he wa,s authoriTed to e:ceeute the said
instrvment in bthatf oCsaid corpocation.
Wotness m;~rrfd1Ltdjp~cial seat t~ereto afli:x:;~ day' and year fir ab ve written.
~
Ok'~,, /zgerashington
~ 5s`a" Nvtary
Pubiic Fo~ tate ~ ~ ~
~~`j1pTArty Rcsiding at , ~
- My comrnissio expires
PUal1C
~
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~
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r 4365907
~ ~ IIII Iflll _ ~liai~~'ai =P
IwRcwrirra rrriF txs rn rnv sIM s0*13nt Co. u
9. 71iis cAdenant artd zgccsment shall rne t•ith dte IamJ aitJ sliall Gc Liouling npon ilec mvntr. Iltcir heirs. sixtesinrs
or auigns. irtclttiling slis abligaiian io (rmicipate in ihs tnainuenaRCe o ilsc ltrivate rosd, aml Jraimge faciiiiies as
provideJ herein.
/ ~ - ~~'J " .1 r. 1
(is vrfut`
t/
OtVNiilt
DnTCO iai: ~ 113r or
i
sTATE or tii;isnlNcroN ~
Connly ot Spokrtnt
Oli Ntrt riiry psrtonnlly nppeaveA bejcrt mt
v ~J
flf Asilc I tnr (tHp /,r
knoovn rO rnc to ~Je fll♦ iwdJwi/errrfft) At~tilLta ~4 nneWio tst[trted dte wiNofn Qmr Jorijoins lou/rtmtent ond
(rckwroovfrdsH/ ilrnr ha/tlsa•1d+ey► t►gned tlrt rmnt nr hiro7nrrnfrrrr Jr« nm/ roltrntnry an o,u1 dtnl for utc ultl aovl
paryvsu thereiA ttcted.
G!S'I:N UNUClt ,+,r IrnnrnA nrv or•r•rcrA L scA r, rhif 7 dnp oj /?2A-t, 19,
,
A~r~t S Tp!
Plornry J'tiLlit in rtral Jor Nrt Sinrt
~
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= pUgLrG - z~
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" 4365407
?Ice: laf 1
Cj-i10114'?9 01:52P
iF~ASl~ila'1. 1iilE (HS CA MY 510.40 Sookirte Co. +U
LEGAi, DESCR. PTION
Tract 25, 9ACGN' SkDDITTON TO GREE;IACRES, as per plat
thereoF recorded in Volume "j" oE Plats, pa5e 15;
EXCEPT [hat vortion of said tzact lying Norch of a line
drawn carallel with and 100 Feet distant South, wnen
measured at righc anQlns f-rom the center tine of PrimaLr
St.aCe Hich•way No. 2 as canveyed to the State of
Washington by depd =ecozdea Octooe= 27, 1954, under
Auditor' s c'iZs No. 2755538;
.4zvD E:{CEPT that aorz:on of said tract lying -within a
strio or land 60 feet wide, being 30 Eeet on each side of
the cente= line of the Esontage seYvice road as cortveyed
to the Statz of Washinccon by deed recorded Octobe- 27,
195-1, under Auditor' s File tto. 2755538;
AMD E:CCEPT that corcion of said Tract 25 lying Wesc oE a
Iine d=awn pazallel wich and 100 Eeer -rast, when measurad
at =icht angles, Erom thP centnr Isne oE Flora Road,
Primary Stace Kignway No. 2 Flora Road uc;de:c:ossing as
comveved to the -tate of Washingcon by deeds recorded
Aprzl~ 14, 1955, and january 15, 1957, under Auditor,s
.74-? e Nos. 3102508 and 4352336;
Situate in the County of SaokanA, S[ate oE 'Hashington.
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Ptse: 1 of )
05i1011994 01:91'
MIKw1161A Ililf INS f11 rrn s~n,m W„W ra. u
ues Crasby
POB I3717
Slinltane Cni~er~ueincWrs. 99213
I11;(, 11' Ilr11atl1rnr
51,11h-ane 1Y.1 972(13-017(1
S11911-156•300
i)licitinetit '11i1ie 1)l:Ct..111.\'I'10N OF COVVNANI. ~i !':1=~Y'~f.', :::~1•'r :
v1 _T
Kefereitce Nn~~~l~ers
I.r;;al 1)acrl~~Ua~~ ~~'''1 ~r4G''' :S f~' r%CC•~►S Fc ~i~~r.i<<iP.~
1':t~•cel Nurnher a~ ~~~5
C:r:~~itrirs nnft Crantccs C4 ( /\L • _
ln considerilioll of IIie approv;sl ur Spokane Coiiniy of ~PCY4 ~ 10 ~ K)n rl -4 ~'q 3
flirrci~o.iiicr rcfc:rcJ io as lhe "17ercin~~~ncnl")~ lhe tmtlersignctl covcnams anel asrces that:
I. Ilic ndxliv4ler/sponsor will cnnsrrnte the prlrnte rmtds nmi nttacialed ilrniiml:= fncillflK in eor+forntanc-. jvilh
ilic till;►mvcal (daiis u11 rile in ihe Crtumy I:10ginter't Ofrte.
A Irn is servicel by a privatc road ►vhen: a. oItie only ro1•I froniage fot the tet in Ihe Ocvtiopmcnt is on ilte privaie
rr.iil, nr; I). a lot havins lmn13s: on uiore than aiu roael (litthlic os privale) eausin►ets ,n 3r1wonci► to onc p►ivnte
m,d.
1. flie mviur(s) of any lot erc:+tcel Lv ohc Revelopmcnt or sltcrnation Ihcrcof atul utwesJ br a privare roail itL.111 Iie
responsilile for mnintenanc: eC saul privaie ro,c(, ineiutlins associiicii drainaec faalirie: ill co„for►n.tisee wuh
ajilirnved rlans on fite wiUs, ihe Caunly fngirtcus olfiea.
-I. A•! iLuc11li1et Gr:i11tiior, of llie lorivate romls inJ assoeilrctl elr.:%innse (aeilities shall 1►e in 3 maiuitr tIctnaiinell hr
illc otivncrs o!:
Utc inajority of 1c„s sctvctl hy sirch ptivale rc►Zd; -
Ihe 111.1jori~y of fmntas: of lots scrvecl hy suds l+rivatc soail;
e. Ilte majority sTiart fooiise af tots serveel by sueli privaic ro1c1: of
rl.
S. fn Nie eveni iue3i prlvalo mnd. litctucllna aitocleted ilrnlnn,e faclllllci li hnprovct) to SImkAno CrniroY stnmlanll
fnr pvblie strect3. onJ ohe Cauniy It willlsig io aeee{+l ilte ikdieaolon of sueH road and laeflitles. e:.elj lot o.vner
sl+all excenee any Joctrnunii necrssary io nccanirlish tudt oIcclicatinn.
G_ p%vercr= o( iols tvidtin the Oevctojrinertt Min, are :ervec) hy s+Kti rtmd, m.',y sne anJ rc.-ovet Jamar,si iful
artonrcy's lecs from 3ny ot"ner of any !ot tiviil►iii ilic Oevelninnent whieh is :iinilirly serrctl ~vleo reiiised rn
p:nicile,te in ilte roaii nnil drmjmse fae:Iitics, cominectie:i, finarKins, aoHl ii►-sinrenanee.
7, W.\ RNINC:: Sjrnd•rwt Curnuv Init nn rtlpwtrrlnlitr in innlrle trr "nulnfrnoi r•r or/reniirt sintift 11r♦
i►ri+rnt rnrtolt, ►irclrnfi,rr nuacrr.rerl Jlin#jlnsrJnetlirieJ. Conlrtrnerl lrrrhiu ni 10rowifrns StnYCe /n i/re JirRperrr
(lr,e:+bt►/ irr r/iit Utveblntrem. !Js• neert►ttirs rArt O«vtlnlinntrrl or JtrlijetlrrtnN)• !sr nllnuvos n/noiLlins j,ernar rn
!ee iilitr.l jvr pranerrr on n lintnse inarl, : finkmsr Cwutri- arti►rner rr* eGlirnnnn jor :nrrl prrwut rarrll rtn,/ rhe
nwrrtti /rertliY nCl:npsrlerlce t/inI Ni[ CaroniV 14r►1 Iin qhliqRlrCll nlR/Ii' kin.! o/.+nmPt 104107IJOeyer in rtlah/irh,
«•TI111f111t. :Iflvry. [OrRf!/TIfr, Rl!!r. ftllRf/ I/Rl,//If+'l. N117lqlp111, plnnWl rllRlnnst OrJ110- sefrlAt~nl Ael A PrirR/t
m~rr1. nr ~utv~rnr~r! Jruii,nst fi►tili~i~J.
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FtIR tiM iilt COciStpLttATiUH of beneFits ta hc Jerived br th• Gransocs
;o iros eAc conscnuetfoo by Lhe Gran[oo of the Spoicane valier Projeet, trashington,
tAe uRdersignoJ JA![b'S~41.' 6SYIiYf aAd MARDAI2ET OL'721K, husDan,d ard wife,
L.
~ .lo hareby CR/►.`t? artd C'ONvf:Y to 711C UlYIT'ED STAl'F5 OF I1PERIU, its •ueeeasors
~ anJ assiAna, a peRrotuwl rlabt of var snJ easamant on the EollowlnQ degctibaJ
~ lartd sftuated in Spokane Countr, State of nsshlngcon. co eoostruct, reconstruct.
p(a , oparate anJ msintaln an lrsiratlon turnouc anJ nppurtenances:
.5, The aorth 20 feeL ot the south 80 taeZ ot tAe eaet 20 taet vt
a =,r,:~; c BAcon's Maition co Arnenacr:a ` m er tha sacorded
plat in 7olvrae gage Z5, = tae o es of the
Counry Audis.or, 3paiune County, Mashirtv,tort.
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tNe 9urew of ttaeia.iacion. Mpartmant of the tnterior.
IN t:iTt1ESS birEREar•O the Crantars ahovc nased have hereuoto set the:r
hands artJ seals this 7th Jwr oE Decentbrr !g 45 .
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Councy of Spokane )
F. ffn thls Jay pefsonolly appoared beEore mo JAt= X DEVtm aM
tU1:MARET OEV;Yr, hwbaad ard wifa,
to ae 4nown to bo tho 1iuJlviJuais destsllreJ in anJ uiio exeeueed tho vlthin
anJ forsgoing lnstrumeat, and •cknovledReJ thst ther signod tho saee as th.tr
frec anJ vatuntary aes arn1 JecJ, foe the uses anJ purposea thocofn mentlancil.
Decm~bet eR vrtdes a,► h3band ofElelol 3ea1 chis Tth Jav oF
. t9 5 .
` . ~ ; iroeifts, ta.c •.•.:na r/oV ~',~I~ Gr l ;~i~t. ~~,e~C, ~
_ UEt: jj~„ vot.rr uiroTic in ana tos tne`
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5tate of Washinqton
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4y Conaaisslon e,cpires .e.l~
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'~'T~ N •1 ~ • • ~1t~ Lt~ m! JUIM A. itA)crone, nn,ew+a srd .dr•, • i~~ -c~ ~ . , . .
AS:
~ .a■i `..MMWWmGegqg of a. „aw of T.n .An oo/20G (d1,o.00) •~Datt.,~, .
~ ~t Yalwi~L vo~+ddrrr~u+ .
~d A!{ t~+ ~~oA~er~o! b Iwt+~by sr~ewo~cWq~d, herrby ea!~eq a"d to~a~++~wt_.. Do t~e diatt -
~*~lvw. !~t de~rrlb~d r~l ertoto ilhaud !w l~r. ks~w .
b w sw. o/ wwAtvsow:
"at PostLon of lraet 1`w-RT-flT0 (25) 0! %'S L:YTICIi 1'C G`:4..'4d5t •g yet
'~~f r~sre~~ i~!'7~ri~--h•-sr'Rit~, o:p Ir' eIl~i.ta Se S*akar~ Coaryv ffastr
' _]9 x0lVI OI • 111IS Alff71 7+Iti11e1 rSLQ affd 100 CM: tlCJtt1: SO-_-t21 w-AID -i,•
704MLed •t c1t1tt an4I0~-, tr-A tM evntor 1ln• o! Ptiftar7 3'atq u.l,.►;.q Ke. 9ookars
te Gr~naatrs.
'L 8= 0"Wh"1 part e► t4%i$ :cans+!.:•n. :•s snvr_t:nM, ths ,w+:prs c.' eRe abp.s
~sQTlb~ h~aet 25 of BL'!1`3 AzDR:C'1 fr Rt_r':',A: ot :re l.rdt nereln a ~enyed
=-slr a part@ AoeobT---T~-~'*~rirs•~•,-~~•-s►~.i..,ot la-!Lt-Xvo%n atl qjtistlr
.4• fbtazv
N OT potoniial •airimnts of .~eeos. 1! j,tt. •1-o: rm •t r, a-e all ri;• ts of irWeea sod
~ th~ ~ naa•ndRf ~ald I1~aet d ?S o! j4. ~1:.::I.~ A V. •~.I`'Sxk. :o Gt+~enaeres,
' Z~ ~f •bl't~1~ 1YR~H01d :NSC t~en+• ~~~~ntRCS• ~J+:P!-ft! fkl -•-'.llttlolls 1Rall fS1A /!th
r
. t~+r 2ar.d ~+d •r.a12 tor-+►.r :y r%-re. •-•.r -•tr.•, -vc-evs-•rs an• a•i'Bna.
Te Qtaatotr 1ferr14 alie c-2nvoy &M sntrv : ie suu ol ia.s!+f rgtAp t,%• !oltovins i
droarsmd mal •rtatw i1tu ~te fe 3-70arn+ A-:rlo of LaW ts,!t wtde Wnit
vldo s!1 eaeA ai' '.tw t+r.:er llrt o! 'r-n:age Se.-irlcr 7osC of eaid
b ~ gJtrq !b. 20 ?+pokAr.O :o :r~en:et+r, •a sunoi•0 ovwr in: aeroee rfeet ~
i1a2~.01 W_-103 A:.'vITYX : a• r-r rlat s~•-eef cr-vEr! !o
fllolsiM !.i~ e~. tlat~~ na~+ 15.
. r ,•r ! ,
b" OorrvvTd her•In eontain an are.t at :.0 aecee, r.r or lece. :Ro er.cifle
Ol sslflf -ro Lo De foureo rlthLn tIa' c4r:.'n em no. ol rro^rv 4r.i on 1119 !n affloom o[ tJ+r Direetur of 'lj.':r0e •L Cl;M.d.. rr.: o*&rin; do:c ot uocoval 3eotemier
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O LRiC if ~G'! Ro. 1L. Ne rigfi't,
at aW atd aIl tlse s tron d tr !+e etiw lb r
sad tai-fay a na:.er pipellne.
• ~~d t?sat sdd giplelise ia to De iamtalled Dee+eath the
,;~v:AOto~~ ~vq~! aod ano9 ewplgtion o[ aatd installstioog ttw Rerefnsftec
aftall be L!t 1n a C111abI• cceditfono or as r+eirly ao as et tA1s
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tosr motiowd lv,%ds are deecrib.d u fQ11o•al
eo.~..-
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1haL of the iket jD fe*t or T"ee raRt7-n.. (25) of Bacon'e
dbe t0 as OoT p14t •~3T'~Z~T'
3ookans Coont7►p 11asALtgran.
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.~ts oldpoka" '
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~tslgnedp a. tlotar~ Puelie !n u.; !n- c%- ;t,:e of soahlRgtong dn hvrsb~r
~tmt oo W• IaSS• -'aoR'vly App.a"d .
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to bs the iollHQua2 de3cribr! Jn arr! slro eavcutea tr• •ore_-oing r
ty aaid aeknorls0aed thw~algnb ar+►t se-le-I ehn •:srr.
vpLtp4tyr aQt ius! detl f-)r n~ ~ises aM -rros•s t,h-rrIn -•ntlormn. -
q hi1ld and lQA1 (.ho . a' - ffr! \ o,i U13! :f1t!v~.- PrIt V_fl.
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r~,urn io:
►towerd M. I(e►men RE _ l: : D
1= E. Mein FIIED OR Itf.l'UI:OnU.,
SpokAne. WA 99210 FZ E 0 II E; CMAN~~~'~
WARRANTY DEED
J/•s' Ma rq ~ 23
RANTORS. CHESTEA D. UTECNT and BEATAICE UTECHT. husband lgd C-ii tor and !n ConsJderallan of $42,500.00, SPOXA.Y[. C.je•yl T. wa
. conveys and v++aRanls lo C. H. D., INC. a Weshlnqlon Corporetlon.
the foltowlRA desctlbed reol eslate, snuated (n Spokane Ccunty. Weshington:
. Trac! 25. BACONS ADDITION TO GREENACAES, es per plat thereof recvrded tn Vdume
'J' of Plats, pape 15:
(:gXK~Y-Y-Z'that pohion of safd trect lying Nonh of e Ilne drav+m parallei vvith er>d 100 feet
dlstant South. when measured et right angles trom Ihe center flne of Primary State Highway No. 2
es conveyed to the Sta1e of Weshinpton by deed recorded October 27, 1954. under AudKor's F8e
Nv. 2755538;
<%IqD- EXCEE-tthat portlon of sa(d tr$ct lying wlthin a strip o1 Isnd 60 feet wlde. betng 30 feet
on each slde of Ihe center Ilne of lhe lrontege servlce road as conveyed to the State of Weshington
by deed recorded October 27. 1954 under Audltors Ftie No. 2755538;
<::~ANO EXCEP,L ihat portton of sald Traci 251y1nq West of a Ilne drawn parallel wflH end 100
leet East. when measured at rlght anples, from Ihe center ffne o1 Flara Road, Prlmery Stete Highway
No. 2 Flora Road undercro9sing as cornreyed to the Stete of Washlneton by deeds recorded /1prA
14. 1955, end Jenuery 15. 1957, ur+dor /ludltor's FDe Nos. 3102508 and 4352838;
Sltuate In Spokane County, Washington.
Thts property wt11 eiso bo described e9 SP-941•93 (Stiort P(at cortslsting of Tracts A. S. C.
8 D)
SUBJECT TO: 2nd hall raxos ror 1994.
Easements. F169trICllOn9, Resorvellvns of Recotd end Provlslpns Cpmritpn to Ihe
Area.
Daled: Apri130. 1994.
Chester D. Uleclit 8ealrlce Utecht
a v a ~ ~ a a Q ~ n s o ~ a o s e ~ ~ a • a ~ a o . . . . s . . . • . . . . • . . • • . • M=Wa W=W"=• ft=
STATE OF WASHINGTON )
:ss.
COUNTY OF )
I contfy Ihat 1 know or have satlsfectory evidence thet CNESTER O. UTECHT end BEATAICE
UTECHT slgned thls Instrument, and echnowledged fl to be hl9/her Iree end vduntary act for the purposes
• mentloned In the tnstrument.
GIVEN under my hand and olficlai seai !he dey er~d year (trst above wr(tten.
po~
~ v Nolary Public tn end Ior tfie $te e
01 Washlnqton. residing et
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My commtsston expires
4#r 009400f737
MAR-1.1-'99 THU "08:'04 IL_TRGGART ENGINEER &SU TEL t+fp:20887~0555 tt254 P01
~
- - - ~ ~
~~ART ~~IMERWGA SURVEInNG
I,
Liten9ed: 'Suite_.17-15 lelaho Olfice:
Weshtngton • 1 g63 N. 2128 Pirtes Road 1 5472 Highway 85
id eho-.:tg~8 3potcar~e,-WA'9WOS .Potleich::ID~8365&
1=800.837-3M.idAT1QNAL 1.439-824-9983 1-208-8754555'
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March -11., 19.9.9 ;
Doug Busco, PE ,
Sp.okane Countp Engineers
Publ, c Works Sui 1 d. $kngr . ' id 101.6 , Bcoadway Spok ,ne, WashingtoA '
9926C -0170~ ~
FAX ;1-501 =324-7655 ,
6ubject: 3hoct Plat, SP 941-93
for CHD, Inc.
Ret,etence;~- FAX to: Mr. HiA l Remniings~
3/ 9/ 99 .
,
Dear. 'Mr. ,Hemming's, and Mr. Busco: ~
The eetinq on roads- and, drainage f'or, ~he,.sub ject' shor,t p'I at.
iset up for Monday (3/1-5%-99) 1 PM; PST iri, tbe Publ ic Work-s
Buil` i"nq on Broad~ray Ave. 'in '6pokane,, ,~Oi-ngton.
P1 ease 1 et me -know i f you have any Que~t i ons.
Ver-y truly y.ours.,
Y
. . A-T
,Melv~igar.t; PE• b PLS ~
.Fi l e; .Crosloy, Short .,P1 at 941---93 "
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_MR-09-' 99 TUE 17: 45 , lf1; T~GGART ENGINEER &35U TEL ND: -"q252 Fr02
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TAGGART ENGINEERING & SiTRVEYIING
L;eensed: 8uite 17-15 Idaho Oflim
YVashington - ~$63 N. 2128 Rines RoaO 5472 HighwBy e5
Idaho -1~6 f Spokene, WA 89206 r~ Rotlati.1D 83855
1-800-637-3074LNATIONAL 1•509-924-9993 1•208-875-0558
,
Marcb 9, 1999
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BiI1 emmings, P.E. t
Spoka e County Engineers
Publi Works Build. BAgr. ~
W 102 BroadWay ~
Spoka e, ilashinqton ~
992b0 0170
Subject: g6rt Plat, SP 941-93
for CRD, inc.
~ I
Dear ~r . Hemmings : ~
I
es CKosby called me on Tuesday Mat.h 9, 1999 AM.
Mr . Wi
He tc~ld me he was going to be gone unt, l af ter Saturday of this
aeek from Spakane County. He aanted m~ to set up a meeting with
you and the road engineers on Shoxt Pla~ No. 941-93, located in T
25 N, Range 45 E,WM, in the 3W 1/4 0f ' he NW 1J4 of Section 18.
This is fuxther located as thG NE Quadrnt of the intersection at
Flcra Street and Broadway Avenue (adjoiniDs I-90 on its south Right-
of-W4y also) . C
I co43 d make i t Monday af ternoon betweenl. 1 and 5 P. M. What is your
9che4ul e? i
P1 ea~'e 1 et me knoo~ i f you have any ques`. ions .
r
very trul yours,
~
`
Melvin T qart, PE 6 PLS
File;: Crosby, Short Plat 941-93 ~
~ .a
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: _ ~ ~ , ZONING_AND LAND USE FEF~M~
- - - _ RECEIPT INFORMATTOI
~ _ . ~1G•j -
Date: 9~ File Number: S~~ f--
, -
N~~: , Phone Number. ~o ' S 2 z.- ~
Company Name (if applicable): ~ ~7~ ~ ,
Address: l~' ' ~ '~.c~ J'?_ ~7 .7 ' Ciry%State/Zip: ~t ~ y .
_ ~ -
FEE ~INFORMATION~
Item Item, ' (multiplied by ~ (equals). ~
~ _ Description _ .AmouDt, of Items) ~ Total
- s~~~ _ ~o ~ ~ ^
7r'i(/~-~i~ . a D Z._ Q~ ~
, - ~ ' ~
~y~~~~ ~,+~i..t ..e:t'/= `O e7 , O, t/
- J' „ - _ -
_ TOTAL AMOUNT~DUE ~ '$~v 2_ o ~
Transaction T99 -
~~Y~. - - _ _ Receipi-#:~ ~~"'~,L
~
~ = • - ~ - -
eha~ige $0.00
Notes: -
-Tion Date / Time: 4/30/99 8:48:32 AM
By: ~GWende! ~ ~
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Logort User: gwendel~ 3
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~ Station: GWENDEL ~
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Over~ide ~By: ~ °
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Printed: 4/30%99 8: 48: ai AM POge f°f J ~
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REQUEST FOR DESIGN DEVIATION
$30.00
DA7E 9/23/2001
ItOAD NAME Coach Lane @ Flora & Broadway CRP/RID # Private Road
NAME OF PL.AbT Short Plat 941-93 (Replat of Tract 25 of Bacon' s Add4aqn . _ i
ADDRESS OF BLDG to Greenacres, Washinatton.
NAMF OF BI.DG PROJECT Road "Coach Lane" BLDG#B SW 1/ 4 ofNW 1/t 18 T25N R45
FEDERAI./S'i`ATE PROJECT # DNA PROJECT LIMITS S•plt 941 +N R/W Broad.
IDC1STIIVG CONDITIONS: PROPOSFD IIMPROWEVIENTS:
Add 1" thic overlay plus
R4hD W'ID'i'H 20 f t. w i dp w14 'gas3.i.tta -u -s1e- s a c p 1 us--~~i-~e et.r. Sr-E-l-I-Ae-
R O A D S U R F A C E As phalt 2 1/ 2" thk + inches. s a c f o r 2$ - f or drain-
AWG. DAILYTRAFFIC Onknown est less than 75 vehicles perd$$~nage riQAer 2QOld~av,
Current TraffiC Count Design Year Traffic Count
JECTDESC IPTION COACH LANE OVERLAY: Add 1" minimum thick asphalt WSDOT Class
'~(3~Qto coac Lane plus suf-f icien-t azptrat#~ el dlid - -
minimum. t=_c3ra i astp frnm sa{ d I-ane _ Asphalt 8 Subbase were not
c o mpa c t e d t o S p o k a n e C p u n t y S t a n d a r d s v i a t e s tin g with a NUKE, i.e. 88% to 92$
where 95$ is tne 6po. uo. Stas.
PROFOSED DESIGN DEViATION SDokane Countv sometimes repairs their own Paving proj ects
witb an overlay where the compaction is not up to par. The existinq asphalt was
la 1Q wM C~ Tht-b is-what - - - - - - - er.en fRr clt~=
qraAp t- -q; ncr _ 2" is the Spo * Co, Std. The existinQ site was all u•°ial gravel +
sand. The lane will have only 4 single family residences to serve inlieu of 8
-=7-5..
(-du p i e x 10ts41. fih e a -'1le trairs -esitimateu-t e--be
Even though the existing asohalt is under compacted by 7% to 3% a1" over lay
V160 F tion to 95+ would allleviate the possibility of the existing asphalt
crumb iin my opinion. It is reccommended that the project be seal coated
ppxt -c;nmmPr to assure that wa,ter does not Aenatrate into the existing asphalt
and freeze. The approaches would be feather^1 away, i/e, from 3/8" to a minimum
or C`ni cic a 'L •1 '
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°UBMITTED BY en&.,~vin T.a.ggartT.PE DATF 9,/ 2 312 0 01 _
1DDRESS 2128 N Pines Roaci, Spokane, Washington 99206 (Suite ZIFJC~~~ '
+tIiONC#Ann) r,-17_-in74
AD?VII.ti'ISTRAI'IVE VAR1ANCL+' FEE OF $30.00 YAID TO SPOKANE COtINTY
1026 W BROA.DWAY, SPOKA!NE WA 99260-01 0 P NE 009)477-3600 FAX (509)477-7655
-ltEQUsf WIt.L N0'i° kiE EW W OtT NDS-
~ ~
'HECK #J Rer.ciat # RECE1wLD BY DATE
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DESIG N DEVIATION
`S'I'AFF"' RJ9C0171V1ENDA11014S •.n- e.o -4- toias cvi• i .~'rl< !2ti ~ o~ , -
V ~ 1. c
Appro,yeil ,4pproved w/cunditiens IVot-Approved
?ruj«t ,ylaiittgci, vatr
-Appro'ved A pp'r'o~ed ivlCUnditions Not,Ap
praved
/ 2 .:~z- ,.c~ ~
Proj ~ t Management~En~ineer Datc
.Appp ed App'r`oved w%conditioris Noi. Anproved-
, /d'~., D .7
perations"'Engineer. Dace
•SPUKANE CQUNTY.`ENGIME-E,-R'S DE1'E1tM1NA'!'IOh':
n
Apnroved w,jno'conditions-- Appro.v,ed as recommended'~aboye Not,,Approved
Y ~ Y -
f57/0 ,
-7
• \ d
Spoi:ane,County ]Engiaeer' Date
:r.o
~
~ CHD INC. ~ 1.24 15 = •
~ WES~LEY C. CROSBY, PRESIDENT
oL caosewcsozRw /
P. 0. BOX 13717 509-926-5229 Date 9~ Z7
° SPOKANE, WA 99213 '
, ---~.~s ,
~ ~ ~ nauars ol cc r ot'pA'
Tmd~ ~ .
. .
o Fgt
1: L 25 1000891: L00 14 L94 I 5u' I 5~ ~
. . _ ~ _ ~ ~ ~ ~ . ~ ~ ~ . ~ ~ ~ r ~ . ~ . ~ - ; ~ ► , ~ , . . - - ~ ~ r. . , . o . - .
i =
; Received From: wk Sra ra S a~ ReCRipt Nb. 14:9 0 10
~ a
, Address: ~ Date. ~'7 /o /
Amount Paid: 3a
~ ~ . Acct. No.: . . , , . .
Sales Tax -
~ 0
Amt ofAcct:
V ; Money Ord Total Paid ~ 3 Q
;
Z Amt Paid .~4;; I,"'~~~,;
~ I ,~f 1~~,~•~~~F i~`~~1~':M,~, nrC`~~T~ k~, " •
Q Balance Due:
, r~ r~~~~ ~~'•r~; ~ ' ~
a '
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Received by: 'GU*a t1oN.A44,v
;
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!
S P U KA N B C (:3 U N T Y
D1ViS1C1N CaF FNC:TNF;ERINC,: ANn ROAnS • A DIVISTON OF TJ-tE T'UEtt.IC `VQRKS T)ETARTRtENT
William A. johns. P.E.. Counly Engintvr Donnjs M. Scott. P.E., Director
AGREEMENT TO PAY TEES .
ENGM4 ER'S AGItEEMENT NUMBER
,
This agreement between Spokane County and ~i At~'C-°
Q~~ .
whose interest in the project is n'o,i wnc
. . , ~jer~ti. Jg►L:.)
is entered into this ~~'o day of 19 ~.This agreement is applicable to the project
known as: s P g`!/ . '
T1iat the inclividuals and parties named herein as having an interest in the above described property ar praject agree
to the fotlowing:
l. Reimhurse Spokane Caunty for project review and insrectian fees as specified in Chapter 9.14 of
tlte SPokane County Code. The fees will be baseci an actual salary casts incurred hy Spokane
County for project reviews and / or inspections plus a ten percent administrative cliarge, and will
be billed monthly as accrued. Any billing amounts due, including any expenses incurred in the
callection of an overclue account, must be paid prior to the County's acceptance af the nroject for
filing. If a project is approved and/or filed with a balance still owing, the unpaid balance shall be
paid within 30 days of the invaice date.
2. The undersignecl agrees that these fees are due and payable upon receipt of the billing as specified
above.
3. Any invoices not paid within 30 days of the invoice date will be considered delinquent. If any
outstanding ha{ance an the accaunt for this project is not paid within 30 days of the invoice date,
no furtlier reviews of the project documents will be conclucted until the entire account balance is
paid. Any balance on the account for this project not paid within 65 days of the invoice date may
result in legal action or the initiation of other collection procedures, including referral tca a
collection agency. The Sponsor will be liable for any and all expenses incurred by the County for
the collection of overdue accounts.
4. The monthly billing should be sent to the altention of:
.
NAME:
ADDRESS: / 7J -7
CITY, STATE: e-
Z1P COAE: PHANF g 2 v47
I understand that failure to pay these fees may result in delay in completion or appraval af the project or otller
possible sanctions.
❑ If this fee agreement is completed by someane ather than the Sponsor (i.e., the praject owiier or a
principal in the firm sponsoring the project), such as the Engineer designing che project, then
written authorization from the Sponsor specificaUy authorizing the Agent to execute this Fee
Agreement is attached to this Fee Agreem
SIGNt1TURE I3y:
(I'RINT NA L•)
RETURN YELi,OW cQPY TO SPOi ANE COUN Y ENG1NrERS k\s\f1agreeiec.dac 2/ i /9b
1026 W Braadway Avc Spoicanc WA 99260-017Q (509) 456-3600 TAX: (509) 324-3478 TDD: (509) 324-31 bF
DRAINAGE LANGUAGE FOR
SPM941
Reviewer: Doug Busko, P.E.
Date: Monday, April 12, 1999
Drunage easemcnts. as plattcd and shown hereon, %%fiich are for the purpose of installing, operating, and
nlaintvniag drainage swales and dra.inagc facilitics to disposc of ninoff, arc hcneb), grantcd to Spokane
Count}• and the public.
Thc propemf oti%mcrs %tithin this plai shall be held responsiblt; for ku;ping open and maiutaining the surface
path of aatural or man-madc: drainage flow over and across their respective properties. If the propemox%mcr(s) fails to maintain the stu-face path of natural or man-made drainage flow. or the draiaagc swale, a
notia; of such failure may be given to the propert),, o%tmer(s). If not corrected within the period indicated on
said noticc;, Spokanc: County has dic ria,,ht to corrcct the maintc;iiancc failurt;, ar havc it corrc:cteci, at the
cxpcnse of dlc propcrty o%%mcr.
T7u:re may ekist properties located uphill and adjaccnt ta this subdivision which periodically dischargc
stonn%xater runoff onto individual lots %%ithin this plat. Runoff from ncarby uphill propcrties should be
expe,~cted, and during snow7nelt periods or wet seasons the lots may be subjc:ctcd tn highcr amnunts oF
stdrm%t-atcr runoff that what is nnrmal tv obsensc;d or wticipated. Because stormwatcr nuioff from adjaceut
propertics havc dischargul onto t1US plat prior to dcvclopment. storm~,.mter runoff wiU likely continu4 to do so
after development. It is the respoasibility of the individual lot owners to maintain existing surface paths of
runoff through their rt;spc:cUvc; lots and to grade the lots in accordance with applicable rulc:s and regulations,
so as to prevc:nt propcrty damagc;.
Any building that is constructcd on a lot in this plat shall bt; set at such an t;levatian so as to provide positive.
drainagc a%v3y from anv drainage entn' point to the building (including but not limited io aWndowuell, a
%i•indow unprotcctcd by a window«vU, or a doonvav). Said positivc drainage shall consist of a miuimum
slopc of 3°/y a%,kay from tlic building for a dist~nce of at least 10 feet from the buildi»g. The lots shall bc;
graded so ttlat eitller a) a11 rwioff is routcd away fr'om the building, atid conveved over the lnt Co a naCural
drainttge mmale or approved draiuage facility. or b) drainage intercepted on the lot is disposc:d of on the lot in
an approved drunagc facilit}°. The approved drainagc facility shali be conStructc;d in accordajice «ith any
applicabiz aceepted plmis on filz at the County Enginc:er's Offict:. Amy revisions to the acr.eptr:d drainagc
plans must be accepted bv the County Engineer's Office priar to construction of said revisions.
Tlvs short plat is located %tiithin the Aquifzr Scnsitive Arta (ASA). Treatmcnt of storm ninoff from
drivcnvavs shall be providui. Thc: prcfcrn;d mcthod of tn:atment is to havc the tunoff from drive«-ays shctt
tlow nver lat~,n turf or native-q~pe grasses. If a ditch is to be used to collccC nu2off from drivc:ways, dien the
d.itch is to be Srass-lined.
09130/1999 15:36 926-6292 CHD WES CROSBV PAGE 02
11 . l; FAX gng , ,
TR-~►~SNATIt11~ TITLE
~
436590
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p~Yi~iw uii~ ~a pa ~ttr s~a~1 L~d~o• r, e
tlee Croopt
P00 1371)
Spnl+~r~e Ce =y [:•i0'm~ii'i. 9921 ~
1(12~ ~Y h~aa~1~►oy
StM411uu tVA 9f►tip•t1llA
IkNamsill 'iTth IMC1At1.1TtON Ol► GOviWAKl' ~,,t. ~ v~.
ltauc,ue NtintiLtn
I.sg111}rsirllNfea . ~.~d4d ji ~ /~I ~ ~r• ~i1 ~
~~~lvd Ns,snll•.
Graiatfrt hni1
!n cornnttrIniall of tt►s slysswil trr S~~ru Ca~unr ot. ~~i~t ~ 9 3 w .
-
p"sret[mtser ttra•cd to as ftva '1)trtln~bu~p1°!. d~s n„aknlisrn1 sorunwms ar.4 881cd
• ~
1. 7hs sutalivt+let/a(•ol+ser witi sr.itstnni tlu firlwsls tAtdl Iurt wt"41ntcd tblUp216-s lqsllllltt N Cettfo~~~trese a~11 ~ -
dK .Mr.1•rr►sA ptora rnl tite In usc Ceweqr t'.~,~:~~ta~'~ OfCica. •
2. A lat is usrat try a pofvsts road t•1ssw: Qis oetq ros-3 tnwqs /a eAs Inr to Qa Drctepl►mm p on 04 prl.m
►e-tJ. er; b. a tW I~ri~is fln~uo~s ot~ awn tlioa ow tood iluddk ot {Mrms) tottttmeo p* OMWtb t011os lalrma
macl. .
x 'RN o+wnrtil af aiq ta ere.ied dj ik Rsvaomrcid vr s!«rwutsn dietn/ wW s.ned 14 a poh.sft wod Th•N 4
a~lansi4tt fm 019mcnj„cs of 861 lutvalc roi+l. lncknlln= iitatlusd dnstnxtt letlt'uin bt eonfdnnnw vKtt
al-iitnv`ii pi.,,s 04 rt< <.~lh aK cotitny r.ngcnttfg arn«.
R. Moiuls113uct fhoanclrg o1 tA~ 10931c ro.uf► aftt ,sit+thtcd sHatnage /cnitin da111K le i~tionm* dWionfnaf hr
tler 4a14tl of: '
~tx st„jultsy of rms xi.eA br anit p»eD+s toadj ~
mt m*nr a[ Icwcsa=c at tou nrrca LY s►th jisivaK toaa; •
iM tuojalir sT..te toastc of tots .snrd bl svds pArott taul; ot ~
d. . ~
s. ln dw ewn1 pa1l prlrole feut, trveUu1las spietl.fo+1 drdiueq fatiiolH 1o IMWO+►iq to ipHpn cowraf umuhtde
fur p+Wk tuseu. wl Qto CswY 1o •.11{4nj ~o wreM i1K unlbalWN o► urth raW &M fMitiltn. ud► hi ownxr
i1a11 teseUs sur Jocu•+,an+s •u:ussary m acempllbh tust► andlvotkm.
6, OwIar$ ot 002 aldiM do nerel%VMru .+Mn ae ser.ed 11 uub roart a»F ua uW ruover dninajn 114
aiiaitsr i f.es trom anr o••nsr ol uor toc ai4" ttK OevttepmnN afikf► it sin►i{any twred aAe rrtwnt cr
panlciline In dic rosu mw tirsttuta l+itillrtef. eamsInsttlsa. Gnaiulnj. aad n~dnnna~ca.
e
i. 1V.t{tNWG: AvrnNiare Ca.afy +w ro 1a,;1rl. u~. or pads+tnin.W 01hena1is si•Atri tAe '
prn,soi iohdt. uittuuli,y atsdrlMt•t •frsi:inle fit6litTes. tw•»riiatd a*hhe As/y►eNibof lsntti ro rhI y+qarry
11►rtribnll►t 161* D~~vh~p,qt,u. Oj asenrrlnj IW~ D~~Y/qpa~~a~ e~l~d~ryufi~~y nttoc.lnj a tK~di+r! M~~rir tn
(•t /Jl~ot~r1~01(~~qP'~rf~~ w f/I~alt I+f►M. .~olMf COi~ ~1lJwtttl ~1~ ~blljAlfow fprll{~l(~(rfttl►rM~,d ibe
anaerl htrebjr nel.tent►rl~t Ow (bt Canrdr hiU wa ebftie[len q/asy tLtl dvnAlfilt 14fllpldwl 10I1149/Il.
aseswGu. tesrwr. ia+vtwtet. Mt*,. irpnho !»Vprr•r. .rmir*nfA pmoi,fs dreJra►so ar 4,ya►Hnkhxf iw a pvhew
mul. M s~~r~rsi~K~ dreG~ns~/uritid~~.
.
CHp ttS CRaSBY ~ .
9 15:36 926-6292
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ar antgaa. +siihidfiij- Ihe oLltpi+w piriatpue in U~t «+~lmoaanct atro'~it~rits•rout, ~Aa IPti'nuir /ae4tiIt" ae
iMoibk'J liereln.
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taoa» /o rri~, is• ~rr~ ih~ firrlt~Ke~!al di eri6t~7A O~t~tvl~o _u~ltasA 1M ~1dw ard Jlte,~aafu~ ta~Ki~o ^an~ '
rtiL,a~~ird6~d ~t«sr h~1,1~•~4i~ri~a+•~A ~ti• ~u,~~ ar J~t~ l~ss ~~j*ftwwy acr acd iftIJ Ibw Mf Wf1 Gd .
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89136/1999 - 15: 36 926-6297 CHD,WES CROSBY PAGE 01
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LEOAL DESCRYPTION
{ -Trart 25. BACONIS. AGOI?20N- T8 GREEAACRES, a9 per plat -thereof recosded in Volume "Jp of Plst9, page iS; • .
FXCBPT cQat porcion of eaf$ trect lying Nozth ot- a 1-ane drawn gaicallel .dith and 300 Peet dietene SoLth; i~rh~ mea9ured at •right en92ee Esom ti?le eQiit;er 1 ine Of Psimaty
. State,. Highway No. 2-ab. coaveyed to the 8tate ot waehtngton- by deed r.ecoried occober 27, i954, under ,
AuotiCOi's Fi.le No. 275553B; , . '
, ANO .SxcEPr ctiac po:cio;► o¢ aOid cr4cc Ayi",g wfchin a
9erfp"of_'14nd 60 teet- wide, being -30 ftet -on each-~eide vE .
the ~ CeAter line oE 'the fronCage 9-etviCo 'xQad p9 'onvaye8
co t?ie Stete. of Haehington by deed recorded Occober 27,
195t, .under Avditos' e fila Mo. 17S553'8'1
' ° •
AND BxcEPT thac, poscion ol_ eaid Ticoct 25 lYing, Neat of - a
• line drawn,,parellel vith and 100 teet_Uet•, ~ohen meaeusod at 'right angle9. fso~ the -ceAter. =Lit1e oE Flore Road,
8ricaary :-9tate Higtie+8y No. 2 FlvrsRoad unddrcroneing ae
cvnveyed to the stete of ka9h~ingcon by,deed.~ zecoYded. Aprii _14, '1955, and Jdnuasy 15. 3957, undes -Auditur• a
Fi ae No3. .3-10254e and 4354e381
' -Situace in tAe County of Spokane, BtatQ'at Waehington.
,
OFFICE OF THE COUNTY ENG.I-NEER
SPOKANE COUNTY, -WASHI~NGTON-
TO~:, BILL HENIlMINGS
FROM: DAVE BERTO
DATE;: November 1, 1999
SUBJECT : -BOND, I'TEMS. SP, 94-1
' The bond- f or t-he above menti oned proj'ect i s for- -the
followi'ng ~item's :
1): Al_l the i-t-ems on 'the, -approved road and dra-inage plans'..
~
~
~
0 ?
tA* LeqGp-~kAL)
ASSIGNMENT FOR CQNSTRUCTION PERFURMANCE BOND,
Far sccurity purposes only, ("Developer") liereby assigns to
SPOKANE COUNTY, a polilical subdivision of Uie State of Washiiigioti, t1ie tollowiiig:
Money Marke.~eQRWMM Number 25003740 RECEIVED
in the tacc arnount of ($14 , 309.35 - puUlic in►proveiiicnts) 0 CT 2 9~999
- private improveinents)
(S To1a1)
SPOKANE COUNtY ENGINEER
and held in and by Inland Northwest Bau].c •
Oank N8mg
Bank oC •
Vallev Branch E3rinch (ilie "13ank")
This assigziment is madc as security for the full and failhf'til performance by the Devetoper oC the construction of certaiti roads,
monuuients and drainage facililies for SNugr DC/T 5¢ 1 ("Project") specified in the typical
sectinn and roadway improvement plaas for said project, dated day of , 199 and on file in tlie
Ufficc ot the Spokane Counly Engineer.
Any interest benefits accruing under sttid savings certificate shall remain the property of the Developer, but the savings ce'ficate
may to be released to the Developcr or any other parfy anly ivilh tlie prior written consent and agrcement of Spokane County.
Tiie undersigned Devefoper hereby auiliorizes the Bank to pav over to Spokane County a11, oc a sunicient portion aC the tnalies iri
the savings certificate referenced hereinabove, upon (I) written documentatioit being receivecl Crom the Spokane Counry Eiigineer
indicaUng that ilie purposes for which the savings certificale was assigned liave not been fiiily and faithtully performed as required;
and (2) a stalement Croin the County Engineer of that amount of money which the County deems necessary to coinplete such
obligation. Upon receipt of such wriUen documentation, the Developer liereby authorices the Bank to rclezse to Spokane Gounty Ihai
acnauru of mouey requested, up to the inaximutn amount in the savings certificate.
Fnr public roads & cirainage facilitics
Said SAVtNGS n.SSIGNMCMf rUR CaNSTRt1CTiON PEaFORATANCC tiANt) PtIRPOSCS in thE 7inount of $ for the pubiic raad
and/or drainage improveinents for tlus project sliall remain in effect untii sucL Ume as the construction of said improvements is
acccpted by ►he Gounty Engineer and said improvements are established as pubtic facilities by Resolution Af elie Spokane County
Board at Counly Commissioners.
Upan (I) the Counry Engineer's final acceptance of a!l public roads, monuments and drainage facilities for this projeci; and
establislunent of same as public facitilies by Resolutian pf tlie Spakanc County Board of County Coinin issioners; and (3) upon tht
Bank's receipt of the Gounty Engineer's notarized statement of final acceptance and establisltmeilt, Sa2d SAVINC3S ASSI(3NMI:.N'r wtt
C(aNS'I'ItL1CT10N PERFdRMANCE RANA E'URPOSES S11111 COIlvBft t0 a SAV(NOS ASSIGNMENT r4R WEIKttANTY tipNU t'l1R!'OSi?S, 111 SUC11
ainaunt as required by the County Enginecr.
S11d ASSIGNb1GNT fQR WAItRANTY f3C)Nf) PURPASI:s is made as security for the fiill and faitlifiil performance by the Developer af a
guarantce against all defects in workmanship aud inateriats whiclt inay becane apparent during a periad of one (1) year after Ihe
County's establishment oC Iiie improvements as puhlic facililies.
T!te County Eiigineer may request paymenl fran the Bank for the purposes of remedy of such defects in materials and workrnaiiSliip
beconic apparent during tlte ivarranty period, by providing documentalion to the Bank. The County Engincer's documentation siiall
indicate tltAt the wark done contains defects in materials or workmanship in the construction of the improvements for the Project anJ
therc[ore the purpases of said saviugs assignrnetil havc ncat beeii fully arid faiUhfully perfonned as requircd. The County Enginecr's
documentation shaU also include a statement af the amount af iiioney Uhat tlie Cnunty deerns itecESSary to completc such obligatian.
Upon the Bank's rr,ceipt of sucli written dacumentatioii, the Developer hereby authori7es the Bank to refease to Spokane Counly thal
.imnunt of money requcstcd, ►,p to the maximum amount in the savings certificale.
A c:opy of 71l such documcn(atinrs and con-espoiicicrzce -wit13 the sank sball be provided by the County Fngineer 1o tlie DevelApcr at
the address noted betaw.
Fnr Privatc Roads and DrainlRe facilities
Sald SAVINC;S ASSICiNMGN'f Fq[t CONSTRUC'I'lUN PERF(7RMANCC [IONI) PURPnSI:s in the amowit of S for tlie privlle road
ancUor drainage improveiuents shaU rcmain in effect until such time as Cla tlie constniction of the private road and drainage
improvements for this praject have been ccrtified by the Develnper's Constniction Engineer, in accordance witli Ihe ,S'poknne C.ounty
Stancfards for IZoarI nnd.Yewer Canxtructiun, and (2) said certifieatioji has been accepted by the County Engineer; atld (3) lhe Bank's
receipt of Ihe Spokane County Engitieer's statement of final acceptance.
DA'i'EI) tlhis 28th day of Octgber , 1999
BANK: Inland Northwest Bank
ADDRESS: 15111 E. Sprague, P.O. Box 434
CITY, STA'TE , Z1P Veradale, WA 99037
-rpHpNE: 509,_ 924-1033 _ PRESTDEIVT:~. - -
,
I~MIW Branch lMandg6r--and A. V. P.
. . FECEIVED
DEVELOPER: C. D ./A~17._ OCT ~9' 1999
ADDRESS:
CITY, STAT'E, ZIP:~ SPOKANE COUNTY'EPIGINEE
j-
PHONE.-07' n - -
STA.T.E.OF WASHING710N )
: ss County:,of -Spokane )
Ort tlris~ ilay persortallY•apPenred before nre WESLEY C. GR'OSBY• =PRESIDENI' .
, l~iow~n to ,iie.to,lie, tlie; individual(s) describedin and; rvho.,ezectiteil- tlie=witlziit nntl foregoing instruntettt und
ack~iowleilgedj',thot.he/stte/tliey signed 11te same as-'fris/fie "r'/tlreir free aird voluntn ry Qct arrd -deed for the u.sas:a»r! purnoses ~
therein stated:
_ _ . - - (~~~~'~e~ 1999.
CIYEN UNDER MY HAND,AND.CIF.I'ICI~IL,SE~1L tl~is~_ dny uf
DONA MARIE FASANO ~ a4a~~
NOT-qRY PUBLIC ' 7Q
STATE'OF WASHINGTON -
EXPlRES ,NOVEMBER 3, 2002. Notnry Prib'lii' ul (lrtd fur thcSlRlc of Washirtgtun
_ residing; arSpokane
My camnlrsscon exptrer
ltld}%1(tTtiar✓forUr (j9l99
.
i
BONO .,,JIATE
PROJECT SP 941 NAME Doug Busko, P.E. DATE 12-Apr-99
ORAINAGE ITEMS UNITS QUANTITY PRICE COST
1) Drywell - Type A EA 1.00 1350.00 1350.00
21 Drywell - Typa B EA 1700.00 0.00
3) Grate - Type 1 EA 320.00 0.00
4) Grate Type 2 EA 345.00 4.00
5) Grate - Type 4 EA 1.00 300.04 300.00
6) Backfill For DW CY 30.00 17.25 517.50
7? Concrete Inlet EA 800.00 0.00
8) C.M. Pipe 10° Dia. LF 24.00 0.00
9) C.M. Pipe 12" Dia. LF 27.00 0.00
10) C.M. Pipe 15" Dia. LF 29.00 0.00
111 C.M. Pipe 18" Dia. LF 30.00 0.00
121 Precast Manhole EA 1500.00 0.00
131 Salid lid EA 325.00 0.00
14) Ditch Excavetion CY 10.00 0.00
15) Sod SF 0.70 0.00
NON STANDARO DRAINAGE ITEMS
1) Wilbert Vault Curb Inlet EA 250.00 0.00
2) 0.00
3) 0.00
41 0.00
5) 0.00
6) 0.00
- - - - - - -
DRAINAGE SUBTOTAL 2157.50
-
18) Monuments EA 185.00 0.00
17! Barricade LF 35_00 0.00
18) Street Signs EA 1.00 90.00 90.00
OTHER SUBTOTAL 90.00
- - - -
GRADING, SURFACING, CURB, AND SIDEWALK
19) Rough Grade CY 250.00 10.00 2500.00
20) Top Course CY 194.00 15.50 3007.00
21) Base Course CY 15.50 0.00
221 Asphalt Concrete Tons 114.00 46.00 5244.00
23) Curb Type A LF 7.50 0.00
24) Curb Type B LF 8.50 0.00
25) Curb Type R LF 8.50 0.00
26) Sidowalk SQ YD 17.50 0.00
NON•STANDAAD ROAD ITEMS
- - - - - - - -
1) 0.00
2! 0.00
31 0.00
4) 0.00
GRAOING AND SURFACING 10751.00
- - - - - - - - - -
CONSTRUCTION TOTAL, INCLUDING MULTIPLIER OF 1.10 ' $ 14,309.35
~
STREET QUANTITIES
PROJECT N0.- SP 941 DESIGNER- DOUG BUSKO DATE- 4/12/99
PROJECT DESCRIPTION- WES CROSBY SHORT PLAT
STREET # 1
NAME- JUSTIN LANE LENGTH- 170.00 FT. WIDTH- 20.00 FT.
BEGINNING STATION = 0.00 ENDING STATION = 170.00
TERM # 1 : CHOPPED
TERM # 2: CUL-DE-SAC STANDARD PERM RADIUS = 45.00 R.ADII = 30.00
ITEM MEASUREMENT QUANTITY
SURFACE ARFsA- 8984.01 S.F.
ROADWAY EXGAVATION 0.75 FT. 249.6 C.Y.
CRUSHED SURFACING TOP COURSE 0.58 FT. 194.1 C.Y.
CRUSHED SURFACING BASE COURSE 0.00 FT. 0.0 C.Y.
ASPHALT CONCRETE 0.17 FT. 113.7 T4NS
TOTALS
ROADWAY EXCAVATION 249.6 C.Y.
CRUSHED SURFACING TOP COURSE 194.1 C.Y.
CRUSHED SURFACING BASE COURSE 0.0 C.Y.
ASPHALT CONCRETE 113.7 TONS
Kimball, Sandy
From: ,Herimmings, 8ill
Sent:~ Friday,; Ma-rch'21~,,.1997 9:26.AM
To: Pederson,, John;_ Walter,; Deanna
,Cc:. _ :Harper,,.Pat;;:Frariz; Dean;Kimball, Sandy,; Engelhard, Scott
aSutiject: Jime Extension -for; SP-941-=93
Importance: High
I received theatiove-ceferenoed project application on, Macch 2f, 1997., We have no-objection,:to, the requested-
-time;;extension-.
~ Page 1
~
OFFICE OF THE SP4KANE COUNTY ENGINEER
1026 W Broadway Ave, Spokane, WA 99260-0170 (509)456-3600 Fax 324-3478
"ENGINEER'S CONDITIONS OF APPROVAL" ERTENSION OF TIM
TO: Spokane County Planning Departmeftt
FROM: Division of Engineering & Roads
DATE. . March 24, 1997 ~
PROJECT : UR-3. 5 DIIPIoEX MFG HOME
FILE SP-0941-93 / )
Hearing Qate:
Review Date: 04/04/1997
Sponsor/Applicant: WES CROSBY
Section Township Range: 18-25-45
Planner: DEANNA WALTER
Design Review Date: ( @ )
The Spokane County Engineering Department has reviewed the above referenced
application. The following "Conditions of Approval" are subrnitted to the
Spokane County Planning Department for inclusion in the "Findings of Fact,
Conclusions and Order/Decision" should the request be approved.
The Spokane County Engineer has reviewed the extension of time and has no
additional comments to add other than those conditions of record as
amended.
CC: Applicant WES CRO5BY
Engineer/Surveyor MEL TAGGAR?
♦
t
.
S
DF-PAR'I'MENT OF8L.'ILDING ANO PLAtii`D`G • A Dtvrsio.N oF rHF Pua[Ic Wotucs DEPARniF\z
JA,%2E5 L. NiwN-so:i, C.B.O., D[REcrOR MEMORANDI D~t`ts M. Scorr. P.E.. Dc~ctort
~I
TO: Spnkane Countv .Division of Engineerina - Transportation En~ineering
Spokane Count~r Di~cision of Engineering - Development Senrices
Spokane County. Division of Utilities, Jim Red
Spokane Regional Health District, Steve Holderby
Spokane County Fire District No. 1
Consolidated Water District
Central Vallev School District No. 356
r
FROINI: Deanna Walter, Planner
DATE: March 21, 1997 vk
SLrBJECT: Request for an Extension of Time for SP-941-93
Please review the attached application for an Extension of Time submitted by CHD, Wes
Crosby for SP-941-93 and forward your written comments and recommended updated
conditinns to me by April 4, 1997.
If you have any questions regarding this filea you may co,ntact me at 456-3675.
Enelosures
cnpv withaut enclosures to: CHD, Wzs Crosby, Sponsor
Melvin Taggarta Sponsor
1026 w'EST BROADWAI° AVE\*GF • sPOxANE, tiV~SHLNcroN 99260
ButLDINe PHOtiE (509) 4:56-3675 • Fax (509) 456-4703
PLANNING PHO\'E: (509) 4a6-2205 • FAX (509) 456-2243 =
TDD: (509) 324-3165
Y
SPOKANE C4UNTY PL.ANNING DEPARTMENT
SNaRT PLA7 TlME EXTENS ON REQUEST
SHaRT PLAT NO. OF LOTS: ~
RECEIVEp
Applicanl/Sponsor: C~ atcs 0,0&)Q py SPdKA11fE COUIVTY
Address: Pe8,1C t 3 71'7 MaR 17 1991
City, Slate, Zip: s C
nlvtStON oF BUILptNo aND pLANNING
Phone: 2,6 -=g-2
Owner:
Addrsss:
Cily, S1a1e, Zip: ,
Phone: .
S u rer e y or : ~~~t^ v,
.
Address: R-qr -2
City, Siale, Zip: ~.~5"5-
Phone:
INFORMATION NEEDED TO ANALYZE EXTENSION OF TIME REQUEST
1. Has any portion of the short plat been finalized? (Recorded with the Auditor)
dLQ
2. Nas a Final Short Plat rnap been submiited to the Planning Department and Final Short
Plat fees been paid? _Yp
3. What progress has occurred? What condilions of approval have been compieted (such as
survey work, improvements constructed, departmental approvais obtained)?
r
. ..ic
4. Why has 1he Short Plat not been finalized? What has delayed finalizalion?
.~Y3,A,.,
• , ~ i g~
AAw&.
/ A.- .2
5. How long will it iake to compl@te the work to finalize the Short Piat?
3 ~9 7
D AT` E ~ S{ eT Fle:
PLEASE SUBMIT TH!S FORM ALONG WITH TNE $198 TlME EXTENSION FEE l'O THE
PI.ANNING DEPARTMENT
, IW
t?
BEFORE THE SPOKANE COUNTY PLANNING DEPA.RTMENT
IN THE MATTER OF ) FINDINGS OF FACT, pj`~C~I'~ED
SHORT PLAT rIO. ~SP-941-93 ) CONCLUSIONS AND N-W
) DECISION MAR 15 1994
THIS MATTER, an application for subdivision of 1and, from C;HD, Inc. has bee~~~(~~~jr eNG!t~E~
d~ided upoa, pursuant to Spokane County Subdivision regulations, on March 14,
FINDINGS OF FACT AND CONCLUSIONS
1. The ind.ividual signing below has further been prvperiy delegated the responsibility for
rendering the decision by the Spokane County Director of Planning.
2. The proposal is to divide approximately 2.08 acre(s) into 41ots for single family dwellings
and those uses permitted in the underlying zone, which may include duplexes.
3. The proposal is generally located north of Broadway Avenue approximately 50 feet east of
Flora Road in the NW 1/4 of Section 18, Township 25 North, Range 45 E.W.M. Spokane
County, Washington.
4. The existing zoaing of the property described in the applicadon is Urban Residential-3.5 (UR-
3.5), previously established as Agricultural (A) zoaing in 1957 and redesigaated to Urban
Residential-3.5 on January 1,1991 consistent with the Program to Implement the Spokane
County Zoning Code. Pursuant to RCW 58.17.195 the proposal dces conform to the
requirements of the existing Urban Residential-3.5 zoae. The Urban Residentia13.5 zone
does allow dvplexes on lots which are twice the minimum lot size required for single family
dwellings, or 20,000 square feeL
5. The Spokane County Comprehensive Plan designates this area as Urban. The development
and uses proposed are generally in accord with this category.
6. The sitie is vacant and undeveloped. Surmunding uses are primarily single family residential
interspersed with duplexes, a church and some large animal keeping.
7. The required public natice was prnvided for this proposal and agencies having a gotential
interest in the project were notified and recommendations solicited.
8. No written camments were received from any adjoining property owners.
9. The site is located within the Public Transit Benefit Area (PTBA). Route # 18, Broadway
provides connecring service.
10. The Spokane County Arterial Road Plan identifies Broadway Avenue as a Minor Arterial with
an existing width of 60 feet and a pmposed width of 80 feet. The Coanty Engineer has
requested deciication of an add.idonal2 feet of right-of -way on Broadway Aveoue and that an
8 foot wide strip of property along Broadway Avenue be designated as a Future Acquisition
Area.
11. The proposed short plat will be served by a public water system. Waste water disposal will be
as authorized by the Director of Utilides.
12. The Central Valley School District No. 356 has commented on the proposed short plat. The
District has indicated that existing school'facilities are inadequate to seive the proposed short
plat and has roquested a voluntary coatribution per lot to provide apprepriate capital facilities
as reqvired by the Revised Code of Washington (RCW) 58.17.110. The Planning
Department must assume that the agency of jurisdiction, in this Gase the Central Valley School
District, has made a reasonable request. Approval of this short plat shauld include conditions
requiring that provisions for appropriate facilides be in place pnor to recording this final plat in
the form of a writt,en agreement between the pmperty owner and the school district.
13. The Spokane County Parks Department has commented an the proposed short plaL The
Parks Departrnent has requested a voluntary agreement be completed between the Parks
Deparnnent and the property owner m mitigate impacts to the County Park system. County
legal counsel has indicated such agreements can be required. The Spokane County Planning
Department recomnaends the property owner negotiate with the Spokane County Parks
Department to provide for appropriate capital facilities as required by the Revised Code of
Washington (RCV) 58.17.110. Approval af this short plat should include condidons
requiring that provi~sions for appropriate facilides be in place prior to recording this final plat in
the foim of a written agreement between the owner and the Spokane County Parks
Deparmaent.
.
FINDINGS AND DECISION SP-941-93 Page 2
14. The Washington State Board of Health implemented new regulations regarding the use af on-
site sewage disposal systems effecdve January 1, 1994. This proposl was submitted prior to
January 1, 1994 and implementation of the new State Board of Health regulations.
15. Recognizing the recommended conditions and Spokane County development standards, the
proposed short subdivision makes appropriate provisions for the public health, s3fety and
general welfare and that the public use and intierest will be served by platting the proposed
short subdivision.
The subdivision proposal is generally consistent with RCW 58.17 aad the County subdivision
regu]ations, promoting the public health, safety and general welfare in accordance with
standards established by the state aad Spokane County. The Planning Deparrcnent has
considered the provision of public facilities as cited in RCW 58.17.110 (2). More
specifically:
a. opea 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 facilides
h . playgrounds
i. schools and schoolgrounds
j . sidewalks
16. The project is exempt from environmental review Lwder the State Environmental Policy Act
pursuant to WAC 197-11-800 (6) (a).
DECISION
Based upon the above noted Find.ings of Fact and Coaclusions, Short Plat Application SP-941-93
is hereby APPROVED until Apri11, 1997, subject to conditions noted below. Most of the
condidons of appmval shall be accomplished by the applicant and/or sponsor prior to f nalization
of the short subdivision. This decision is final unless appealed in wriang, consistent with adopted
appeal procedures.
PLANNING DEPARTMENT CONDITIONS
1. All conditians imposed by the Planning Department shall be binding on the "Applicannt",
which tenn shall include the owner or owners of the property, heirs, assigns and successors.
2. The proposal shall comply with the Urban Residential-3.5 zone(s) as amended.
3. The final plat shall be designed substantially in conformance with the preliminary plat of
record. No i.ncrease in density or number of lots shall occur without a change of condition
application submittal and approval.
4. The Planning DirectorJdesignee shall review any proposed final plat to ensure compliance with
these Findings and Conditions of Approval.
5. Appropriate road name(s) shall be indicated.
6. The preliminary plat is given conditional approval for three (3) years, specifically to April 1,
1997. The applicant may request an extension of time by submitting a written request
approxunately forty-five (45) days prior to the above expiration date.
7. Appropriate utiiity easements shall be i.adicated on copies of the proposed final pl.at. Written
approval of utility easements by appropriate utility companies shall te received with the
submittal of the final plat.
8. Three (3) current certificates af title shall be fiurnished to the Planning Department prior to
filing the final plat
9. The Spokane County Planning Department shall prepare and record with the County Auditor a
Title Notioe specifying a future land acquisition area for road right-of-way and utilities. The
w
FINDINGS AND DECISION SP-941-93 Page 3
reserved future acquisition area Title Notice shall be released, in full or in part, by the
Planning DepartmeaL The notice should be recorded within the same time frame as an appeal
and shall provide the following:
a. At least 8 feet of reserved future acquisition area for road right-of-way and utiliaes, in
addition to the existing and/or newly dedicated right-of-way along Broadway Avenue.
NOTE: The County Engineer has required 2 feet of new ded.ication.
b. Future building aad other setbacks required by the Spokane County Zoning Code shall be
measured from the reserved future acquisidon area.
c. No required landscaping, parking, '208' areas, drainfield or allowed signs should be
located within the future acqulsition area for road right-of-way and utilides. If any of the
above improvements are made within this area, they shall be relocated at the applicant's
expense when roadway improvements are inade.
d. T'he future acquisition area, until acquired, shall be private property and may be nsed as
allowed in the zone, except that any improvements (such as landscaping, parking, surface
drainage, dxainfield, signs or others) shall be considered interim uses.
e. The property owner shall be responsible for relocating sucb "interim" improvements at the
time Spokane County makes roadway improvements after acquiring said future acquisidon
area.
10. The final plat shall indicate yard setback arc lengths on cul-de-sac lots which meet or exceed
the auaimum frontage of the underlying zone of the final plat.
11. The final plat map shall indicate by a clear, dashed line the required yard setbacks from all
private, "Tract X" or public roads. The dedication shall contain the following statement:
"Side yard a.nd rear yard setbacks shall be determined at the time building permits are
requested unless these setbacks are specifically drafted on this final plat. The setbacks
indicated on this plat may be varied from if proper zoning approvals are obtained."
12. A plan for water facilities adequate for domestic service and fire protection shall be approved
by the water purveyor, appropriate fire protection district, County Building & Safety
Department and County Health District. The agencies will certify on the Water Plaa, prior to
the filing of a final plat, that the plan is in conformance with their respective needs and
regulations. The WateT Plan and certification shall be drafted on a transparency suitable for
reprod.ucdon and be signed by the plat sponsor.
13. The water purveyor shall certify that appropriate contractual arrauigements and schedule of
improvements have been made with the plat sponsor for construction of the water system in
accordance with the approved Water Plan. The ame schedule shall provide far completion of
the water system and inspection by the appropriate health authorities prior to applicaaon for
building pernaits within the final plat. The arrangements or agreements shall include a
provision holding Spokane County and the purveyor hanmless from claims by any lot
purchaser refused a building peimit due to the failure of the subdivision sponsor to
satisfactorily complete the approved water system.
14. The fiaal plat dedication shall contain the following statement:
"The public water system, pursua.at to the Water Plan approved by county and state health
authorities, the local fire protection d.istrict, County Building & Safety Depardment and water
purveyor, shall bc installed within this subdivision, and the applicant shall provide for
individual domestic water service as well as fire protection to each Iot prior to sale of each lot
and prior to issuance of a buildi.ag pennit for each lot"
15. No building pemut will be issued for any lot within the final plat undl cerdfied by a
Washington state-licensed engineer that "the water system has been installed pursuant to the
approved Water Plan for the final pl.at" including a signed license stamp. The certification may
be in the form of a letter, but is prefened tq be certified on a copy of the Water Plan as a
schematic map showing the "as-built" water system.
16. The Water Plan and the above four (4) conditions of approval regarding the Water Plan may
be waived by the Planning Director/designee upon receipt of letters from the appropriate water
purveyor and fire pratection d.isaict staring that simple connections to aa existing, approved
water system will provide adequaite domestic and fire protection water to ensure the public
health, safety and general welfare.
FINDINGS AND DECISION SP-941-93 Page 4
17. A survey is required prior to the filing of a final plat.
18. The owner shall negotiate with Central Valley School District and submit a recorded copy of a
voluntary agreement making provisions for public schools prior to finalization and recording
of the plat. The agreement shall provide a written description of the subject property to which
the agreement applies and also state the dollar amount and any other agreed to mitigating
measures.
The owner shall also norify any potential purchasers who have made an agreement to purchase
property within said plat pursuant to the Revised Code of Washington (RCVV) 58.17.205, that
adequate provisions for school facilities must be made cond.itioned on a future agreement
between the plattor and school district.
Voluntary agreements betweea the owner and school district shall conform to the requirements
of RCW Chapter 82.02.
19. The owner shall negotiate with the Counry Pazks Deparnnent and submit a recar+ded copy of a
voluntary agreement making provisions for public parks prior to finalization and r+ecording of
the plaL The agreement shall provide a written description of the subject property to which the
agreement applies and also state the dollar amount and any other agreed to mitigating
measures.
The owner shall also notify any potential purchasers who hdve made an agreement to purchase
property within said plat pursuant to the Revised Code of Washington (RCV) 58.17.205, that
adequate provisions for park facilities must be made conditioned on a future agreement
between the plattor and Spokane County Parks Department
Voluntary agreements between the owner and Spakane Counry Parks Department sball
confarm to the requirements of RCW Chapter 82.02.
COUNTY ENGINEER'5 DEPARTMENT CONDITIONS
1. The conditional approval of the plat is given by the County Engineer subject to dedicadon 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 Counry Engineer for approval prior to
construction and/or the Sling of each final plat; road plans to be prepared under the direction of
a licensed Professional Civil Engineer.
3. Drainage plans and design calculations showing the alignmeat of drainage facilities shall be
submitted to the County Engineer for approval prior to construcdon and/or the filing of the
final plaL Drainage plans to be prepared under the d.irection of a licensed Professional Civil
Engineer.
4. No constructioa work is to be performed within the existing or proposed public right-of-way
undl a pernut has been issued by the County Engineer. All work is subject to inspection and
approval by the County Engineer.
5. Individual driveway access permits are required priar to issuance of a build.ing perniit for
driveway approaches to the county ruad system.
b. Dedication of 2 of additional right-of-way along Broadway Avenue is required.
~
7` , A statement shaU be placed in plat dedication that no direct access be allowed from tracts C arid
D to Broadway Avenue.
8. Existing counry roads provid.ing direct access to the plat shall be paved aadlor curbed to
Spoka.ne County standards.
9. Sidewalks are required along the arterial(s) on Broadway Avenue.
10. The word "applicant" shall include the owner or owners of the property, his heirs, assigns and
successors.
11. To consauct 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
FINDINGS AND DECISION SP-941-93 Page 5
purpose is the formation of a Road Improvement District (RID) for said improvements,
pursuant to RCW 36.88, as amended. At such time as an RID is created or any Road
Improvement Project is sanctioned by Spokane County, the improvements required (curb,
sidewalk, drainage control and paving to existing pavement) will be at the sole expense of the
undersig.aed owner(s), their heirs, grantees and assigns. This provision is applicable to
Broadway Avenue.
12. As an altemative method of constructing the road improvements stated herein, the applicant
may, with the approval of the County Engineer, accomplish the road improvements stated
herein by joining and participating in a County Road Project (CRP) to the extent of the
required road improvements. At such rime as an RID is created or any Road Improvement
Project is sancdoned by Spokane County, the unprovements 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 assigas. This provision is applicable to
Broadway Avenue.
13. The following statement shall be placed in the plat dedication:
"The owner(s) or successor(s) in interest agme to authorize the County to place their name(s)
on a petition for tlie formation of a Road Improvemeat District (RID) by the petition method
pursuant to Chapter 36.88 RCW, which petition includes the owner(s)' property, and further
not to object, by the sigaing of a ballot, to the formation of an RID by the resolution method
pursuant to ChapLer 36.88 RCW, which resolution 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 construction contemplated within the proposed RID is
feasible;
(b) that the benefits to be derived from the foimation of the RID by the property included
therein, togethff with the amount of any County participation, exceed the cost and expense of
formation of the RID; and
(c) that the pmperty within the proposed RID is sufficiendy developed.
Provided further that the owner(s) or successar(s) shall retain the right, as autharized under
RCW 36.88.090, to object to any assessment(s) on the property as a result of the
imgrovements called for in coajunction with the formation of an RID by either petition or
resolution method nnder Chapter 36.88 RCW, aad to appeal to the S uperior Court the
decision of the Board of Counry Commissioners affirming the final assessment roll.
It is further agreed that at such time as an RID is created or any Road Improvement Project is
sanctioned by Spokane Counry, tbe improvements required (curb, sidewallc, drainage contral
and pavi.ng) 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
execurion below. However, the owner(s) or successor(s) agree that if said RID waiver
expires without construction of the required improvements, the owner(s) ar successor(s) agree
to coastruct 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, ar
furnish a bond or other secure method suitable to the County (which Tnay include the
execution of another RID waiver agreement) providing for or securing to the County the actual
construction of the improvements.
All of the requir+ements of this agreement shall run with the land and shall be binding upon the
owner(s), their successor(s) or assign(s)." This provision is applicable to Broadway Avenue.
14. The Couaty Engineer has designated Typical Roadway Section Number Two, Minor Arterial
standard for the irnprovement of Broadway Avenue which is adjacent to the proposed
development. T'his will requirz the additian of approximately 12-14 feet of asphalt along the
frontage of the development. The construction of curbing and sidewalk is also requir+ed.
15. The proposed private road(s) as shown on the preluninary plat serving 41ots with no
extension possible is approved by the County Engineer.
16. Private road(s) sha11 be improved to Spokane County standard for an urban private road
standard serving 41ots, aad are subject to approval under Secrion 10.207 of the Spokane
County Fire Code. ,
FINDINGS AND DECISION SP-941-93 Page 6
17. All vested owners shall siga and record private road documents as prescribed by the Spokane
County Engineer. These documents shall be reviewed and approved by the Spokane County
Engineer prior to recording with the Spokane County Auditor. Recording numbers shall be
referenced in the dedicatory language of the plat.
18. The following statement shall be placed in the plat dedication:
"WARNIlVG: Sgokane County has ao responsibility to build, improve, maintain or otherwise
sesvice the private roads contai.aed within or provide service to the property described in this
plat. By accepting this plat or subsequently by allowing a building permit to be issued on
property on a private road, Spokane County assumes no obligadon for said private road, and
the owners hereby acknowledge that the County has no obliganon of any kind ar nature
whatsoever to establish, examine, survey, construct, alter, repair, improve, maintain or
provide drainage or snow removal on a private road. This requirement is and shall run with
the land and shall be binding upon the owner(s), their heirs, successors or assigns, including
the obligatioa to participate in the maintenance of the private road as provided herein."
19. The proposed subdivision shall be improved to the standards set forth in Spokane County
Board of Comnussioners Resolution No. 80-1592, as amended, which resolution establishes
regulations for roads, approaches, drainage and fees in new construction.
20. The County Engineer has examined this development proposal and has determined that the
impact of this proposal upon the existing county road systeni warrants the dedicadon of
add.itional right-of-way and the roadway improvements herein specified.
21. The following statement shall be placed in the final plat dedicadon: "The private road as
shown hereon is an easement which provides a means of ingress and egress for those lots
within the subdivision having frontage thereon."
22. The County Arterial Road Plan identifies Broadway Avenue as a Minor Arteriall. The existing
right-of-way width of 60 feet is not consistent with that specified in the Plan. In order to
implement the Arterial Road Plan, in addition to the required right-of-way dedicadon, a strip
of property 8 feet in width along the Broadway Avenue frontage shall be set aside in reserve.
This property may be acquired by Spokane Couaty at the time when arterial improvements are
made to Broadway Avenue. '
23. There may eacist utilities, either underground or overhead, affecting the subject property,
including property to be dedicated or set aside for future acqui.sition. Spokane Counry
assumes no financial obligabon for adjustments or relocation regarding these utilities.
Applicant(s) should check with the applicable utility purveyor and the Spokane County
Enguieer to determine whether applicant(s) or the utility is responsible for adjustment or
relocation costs and to make arrangements for any necessary work.
24. The applicant shall provide documentation to the satisfaction of the county Engineer that the
local fir+e district will approve the proposed turn around as shown on the preliminary plat. T'he
County Bngineer shall also r+eview and approve the proposed turn around.
COUNTY HEALTH DISTRICT CONDITIONS
1. The final plat shall be designed as indicated on the preliminary plat of record and/or any
atLached sheets as noted.
2. Appropriate utility easements shall be indicated on copies of the preliminary plat of record for
distribution by the Planning Deparnnent to the udliry companies, Spokane Counry Engineer
and the Spokane County Health DistricG Written approval of the easements by the uriliry
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, Spokaae County.
4. Water service sball be coordinated through the Director of Utilities, Spokane County.
5. Water service shall be by an exdsting public water supply when approved by the Regional
Engineer (Spokane), State Deparnnent of Health.
6. Prior to filing the final plat, the sponsor shall demonstrate to the satisfaction of the Spokane
County Health I?istrict that an adequate aad potable water supply is available to each tract of
the plaL
FINDINGS AND DECISION SP-941-93 Page 7
7. Prior to fiUng the final plat, the sponsor shall present evidence that the plat lies withi.n Lhe
recorded service area of the water system proposed to serve the plat.
8. A plan for water facilities adequate for dnmestic use, domestic irrigation use and fiie
protection use shall be approved by the water purveyor. Said water plan must have been
approved by the fire protection district and the appropriate health authoriries. The health
authorities, water supplier (purveyor) and the fire protection d.istrict will certify, prior to the
filing of the final plat, on the face of said water plan that the plan is in conformance with their
requirements and will adequately satisfy their respective needs. Said water plan and
certification will be drafted on a txansparency suitable for reproduction.
9. The purveyor will also certify prior to filing the final plat on a copy of said water plan that
appropriate contractual arrangements have been made with the plat sponsor for construction of
the water system, in accordance with the approved pla.n and time schedule. The tinme schedule
will provide, in any case, for completion of the water system and inspecdoa by the appropriate
health authorities prior to apglicaaoa for building permits within the plat. The contractual
anangements will include a provision holding Spokane County/City of Spokane, Spokane
County Health District and the purveyor hanmiess from claims by any lot/tract purchaser
refused a building permit due to failure of the plat sponsor to sarisfactorily complete the
approved water system.
10. Prior to filing the final plat, the sponsor shall dealonstrate to the satisfaction of the Spolcane
County Health District that a suitable site(s) for on-site sewage disposal system(s) are
available on all/tract(s).
11. Subject to specific application approval and issuance of permits by the health officer, the use
of (aa) individual on-site sewage disposal system(s) inay be authvrized.
12. The dedicatory language of the plat will state: "Subject to specific application approval and
issuance of permits by the Health Officer, the use of (aa) oa-site sewage system(s) may be
authorized."
13. The dedicatory language on the plat shall state: "Use of private wells and water systems is
prohibited."
14. The final plat dedicadon shall contain the following statement: "The public water system,
pursuant to the water plan approved by county aad state health authonties, the local fire
protecdon district, County Building and Safety Deparnnent, and water purveyor, shall be
mstalled within this subdivision and the applicant shall provide for individual domestic water
service as well as fir+e protection to each lotlrract prior to sale of each lot/traCt and prior to
issuance of a building permit for each tract."
COUNTY UTILITIES DEPARTMENT CONDITIONS
1. Pursuant to the Board of County Commissioners Resolution l~~o. 80-0418, the use of on-site
sewer disposal systems is hereby authorized. This authorization is conditioned on compliance
with all rules and regulations of the Spokane County Health District and is further condidoned
and subject to specific application approval and issuance of pernlits by the Health DistricL
2. "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 ULID by petition method pursuant to RCW 36.94, which
petition includes the owner(s)' property; and further not to object by the signing of a protest
petition against the formarion of a ULID by resolution method pursuant to RCW Chapter
36.94 which includes the owner(s)' property. PROVIDED, rhis condirion shall not prohibit
the owner(s) or successor(s) from objecting to any assessment(s) on the property as a result of
improvements called for in conjunction with the formarion of a L~LID by either petition or
resolution method under RCW Chapter 36.94."
3. Any water service for this project shall be grovided in accordance with the Coordinated Water
System Plan for Spokane County, as amended.
4. "Each new dwelling unit shall be double-plumbed, to Broadway Avenue, for connecrion to
futune areawide collection systems." Double Plumbing plans and specs are to be submitted.
FINDINGS AND DECISION SP-941-93 Page 8
BUILDING AND SAFETY DEPARTMENT CONDITIONS
1. The applicant shall cantact the Department of Buildings at the earliest possible stage in order to
be informed of code requirements administered/enforced as authorized by the State Building
Code Act. Design/development concerns include: ADDRESSING; FIRE APPARATUS
ACCESS ROADS; FIRE HYDRANT/FLOW; APPROVED WATER SYSTEMS; BUII.DING
ACGESSIBILTTY; CONSTRUCTION TYPE; OCCUPANCY CLASSIFTCATION;
M'I'IIVG; E:X'I'ERIOR WALL PROTECTION; AND ENERGY CODE REGULATIONS.
(Note: The Department of Buildi.ngs reserves the right to confum the actual address at the time
of building permit)
Approved the 14th day of March, 1994
J Pederson, Senior Planner
Under State Law and County 4rdinance, you have the right to appeal this decision to the Spokane
County Hearing Examiner Committee. LJpon receipt of an appeal, a public hearing will be
scheduled. If you desire to file such an appeal, you must submit a letter along with the correct
processing fee, payable to the Spokane County Planning Deparcment, 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: Spokane County Engineer
Spokane County Utilides
Spokane County Health District
Spokane Counry Building & Safety
Spokane County Parks and Recreagon
Central Valley School District No. 356
Spokane Regional Transportation Council
CHD, Wes Crosby, P. O. Box 13717, Spokane WA 99213
B& C D Utbcht, 1100 S. Barker Rd, Greenacres WA 99216
Melvin Taggert, 2128 N. Pines Rd, Spokane WA 99206
v ~
OFFICE OF THE SPOKANE COUNTY ENGINEER
1026 W Broadway Ave, Spokane, WA 99260-0170 (509)456-3600 Fax 324-3478
-SHORT PLAT REQUIREMENTS-
TO: Spokane County Planning Department, Plats Administrator
FROM: Division Of Engineering & Roads .5~TCt~N(7ec,0i~9t)
DATE: Feb1'uary 8, 1994 •
SUBJECT: SP # 941 / CROSBY* WES-CHD INC.
The followinq "Conditions of Approval" for the above referenced subdivision
are submitted to the Spohane County Planninq Department for inclusion in the
"Findinqe and Order" should the short plat be approved.
E 1 That conditional approval of the plat by the County Engineer is given
subject to dedication of Riqht-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 filing of
a final plat; road plans to be prepared under the direction of a
licensed Professional Civil Engineer.
E 3 That drainage plans and desiqn calculations showing the aliqnment of
drainage facilities be submitted to the County Engirieer for approval
prior to construction and/or the filinq of the final plat. Drainage
plans to be prepared under the direction of a licensed Professional
Civil Engineer.
E 6 No construction work is to be performed within the existing or proposed
Public Right-of-Way until a permit has been issued by the County
Engineer. All work is subject to inspection and approval by the County
Engineer.
E12 The applicant should be advised that individual driveway access permits
are required prior to issuance of a building permit for driveway
approaches to the County road system.
E13 Dedication of 2 feet of additional Right-of-Way along Broadway Avenue.
E14 A statement shall be placed in plat dedication that no direct access be
al lowed from Tracts "C" and I'D" to BroadwaV Avenue.
E16 Existinq 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 BroaBway Aveaue.
E19 The word "applicant" shall include the owner (s) of the property, his/her
heixs, assigns and successors.
E20 To construct the road improvements stated herein, the applicant may,
with the approval of the County Enqineer, join in and be a willing
participant in any petition or resolution which purposes is the
formation of a Road Improvement District (RID) for said improvements
pursuant to RCW 36.88, as amended. At such time as an RID is created or
any Road Improvement Project is sanctioned by Spokane County, the
improvements required (curb, sidewalk, drainage control and pavinq to
existing pavement) will be at the sole expense of the undersigned owner,
their heirs, grantees and assigns. This provision is applicable to
Broadway Avenue.
E21 As an alternative method of constructing the road improvement stated
herein, the applicant may, with the approval of the County Engineer,
accomplish the road improvements stated herein by joining and
participating in a County Road Project (CRP) to the extent of the
required road improvement. At such time as an RID is created or any
Road Improvement Project is sanctioned by Spokane County, the
improvements required (curb, sidewalk, drainage control and paving to
. SHORT 'PLAT : # 941 1 CROSBY r WES-CAD- INC. 2
existing pavement) -will be at the sole expense of the undersigned, owner,
thei-r heir-s, grantees and assigns. This provision is applicable to
Broadwalf Avenue.
E22 That the following statement shall appe.ar within the dedicator-y languaqe
of the f inal plat : -
The.owner(s) or successor(s) in i-nterest agree to authorize Spokane
County 'to, place their name (s.) on a"petition for the formati_on of a
Road Improvement Di'strict (RID) by the petition method pursuant to
Chapter 3-6 . 88 RCW, which petition includes the owner ( s) property, and
further not to object, by -the signing of a ballot, the .formation of
'a RID b.y the resolution method ,pursuant to Chapter 3,6.8,8 RCW, whicb
resolution includes the, owner(s) property. If a RID is formed by
either the petition or resolution method, as provided for in Chapter
3-6..88 RCW, the owner ( s) or successor ( s) fur.ther agree :(1,) that the
improv,enients or construction,contemplated within the proposed RID is
'feasible, (2) That the-benefits to be der-ived from the. formation of
the RID by the property included therein, together with the amount
of any County participation, exceeds the cost and expense.of formation
of the RID, and (3) that the property within the proposed RID is
suff1cient_ly developed. Provided, further, the owner (s-) or
successor(s) shall retain the right, as author-lzed under RCW
36. 88 . 09,0, to object to any assessment (t) on the property_ as a result
of the improvements called for in conjunction with the formation of
a RID by either petition or reso'lut.ion method under Chapter 3.6.88 RCW,
and to -appeal to the Superior Court the decision af the Board of
County Commissioners affirming- the fi-nal assessment roll. It is
further agreed that at such time as an, 'RID is created or any Road
Improvement proj ect is sanctioried by.Spokane County, the improvements,
requi~red (curb,, sidewalk, dr-ainage control and paving) will be at the
sole_ expense of the undersigned owner, their heirs, grantees and
,assigns without participation by Spokane Countu.
The RID waiver contained, in this a,greement shall expire after ten
(.10) y,ears from the date of execut~ion below. However, the owner(s)
or successor(s) agree that if s'aid RID waiver expires without
_construction of the requir--ed improvements, the ,owner'(s) or
successor ( s) agree to construct the required- improvements at their ow~n
expense; pay to Spokane County the t-hen estimated cost. of the requ-ired
iYnpr- ovements to enable the,County to complete the same; or furn"lsh a
bond or other secure method 'suitable to the County (wkiich may "include
the execution of another RID waiver agreement-), providing for or
se,curing to the County the actual construction of the improvements.
All of the requirements of "this agiceement shall run with the land and
shall be binding upon the owner(s), their successor(s) or assiqn(s,).
This provision is applicable to BroaBway Avenue.
E24 The County Engineer has designated Typical Roadway Section Number Twoi
-Minor Airterial Standard f or the -impr- ovement of Broadway Aveaue_ which is
adj,acent to the proposed development. This wi'll- require the addition of
approximatel.y .12-14 feet of a"spha.lt along the frontage of the
development. The construction, of curbinq'and sidewalk is also requ_ired.
E26 The proposed private road(s) as,shown on the prel'iminary plat serving
4 lots w-ith no extension possible is approved by the County Engineer.
E27 That private ro,ad be improved to Spokane County standard for- a uibaa
priva'te road standard serving 4 lots. Subject to approval under section
16.207 o,f the Spokane County F-ire Code.
, E30 .A1-1 vested owners shall sign and record private road documents as
prescribed by the Spokane County Engineer. These documents shall be
rev-iewed and approved by the Spokane County Engineer prior to recording
with the Spokane- County Auditor. Recordiriq numbers shall be referenced
in the dedicatory languaqe of the plat.
SHORT PLAT: ~ 941 1 CROSBY, WES-CHD INC. 3
E31 That the following statement be placed in the plat dedication: WARNING:
Spokane County has no responsibility, to build, improve, maintair► or
other wise service the private roads cantained within or providing
service to the property described in this plat. By acceptinq this plat
or subsequently by allowing a buildinq permit to be issued on property
on a private road, Spokane County assumes no obligation for said private
road and the owners hereby acknowledqe that the County has no
obligation of any kind or nature whatsoever to establish, examine,
survey, construct, alter, repair, improve, maintain, provide drainage or
snow removal on a private road. This requirement is and shall run with
the land and shall be binding upon the owner, their heirs, successors or
assigns including the obligation to participate in the maintenance of
the private road as provided herein.
E32 The proposed plat shall be improved to the standards set forth in
Spokane County Board of Commissioners Resolution No. 80-1592, as
amended, which establishes regulations for roads, approaches, drainage
and fees in new construction.
E33 The County Enqineer 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 specif ied.
E35 That the following statement must be placed in the plat dedication:
"The private road as shown hereon is an easement which provides a means
of ingress and egress for those lots within the plat having frontage
thereon."
E61 The County Arterial Road plan identifies BroaBway Avenue as a Minor
Arterial. The existing riqht of way width of 60 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 right of
way dedication, a strip of property 8 feet in width alonq the Broadway
Avenue frontaqe be set aside in reserve. This property may be acquired
by Spokane County at the time when Arterial Improvements are made to
Broadway Avenue. E90 The applicant should be,advised that there may exist utilities either
underground or overhead affecting the applicants property, including
property to be dedicated or set aside for future acquisition. Spokane
County will assume no financial obligation for adjustments or relocation
reqarding 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.
SPECIAL CONDITION:
The applicant shall provide documentation to the satisfaction of the
County Engineer that the local fire district will approve the proposed
turn around as shown on the preliminary plat. The County Engineer shall
also review an approve the proposed turn around.
feaeeeeeeeegiideeeeeeeeiiiikieeeeeeeeQReport Viewerdeeeeeeeeeeeeeeeeeeeeeeeeeeeeeee;
°PAGE 4 08:57:46 14 JAN 1994 0
°Road# Road Names.......... NPost. Reference Descriptio Road Log Info..........
° 06.640 BURNS RD U 14 PAVED 440
° 06.770 PROGRESS RD U 14 PAVED 44
° 06.840 ST CHARLES RD (START U 14 PAVED 440
° 07.020 SULLIVAN RD U 14 PAVED 44
° 07.290 MOORE RD (END) U 16 PAVED 200
° 07.510 CONRLIN RD (END) U 16 PAVED 20
° 08.020 FLORA RD U 16 PAVED 200
° 08.510 LONG RD U 16 PAVED 20
000325 BROADWAY AVE (START) 00.000 COLEMAN RD (START) U 19 LIGHT BITUM. 200
° BROADWAY AV 00.060 LILY RD U 19 PAVED 22
° BROADWAY AV (END) 00.080 BROADWAY AV o
000418 BROADWAY AV 00.000 BMP of road U 19 PAVED 22
000417 BROADWAY AVE 00.000 FLORA RD U 16 GRAVEL 120
° 00.480 LONG RD
° 00.730 GREENACRES RD o
° BROADWAY AVE (END) 00.990 BARKER RD
°00492 BROADWAY AVE 00.000 BMP OF ROAD U 19 PAVED 360
0
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°Esc-Exit Enter-Next Page 0
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°PAGE 1 09:59:58 14 JAN 1994 °
°Road# Road Names.......... MPost. Reference Descriptio Road Log Info..........
001420 FLORA PIT RD (START) 00.000 SULLIVAN RD U 19 LIGHT SITUM. 200
° FLORA PIT RD (END) 01.000 FLORA PIT COUNTY SHO U 19 LIGHT BITUM. 20
°01344 FLORA RD (START) 00.000 SOUTH END OF ROAD U 19 PAVED 300
° FLORA RD 00.030 5TH AV (START) U 19 PAVED 30
~ 00.080 4TH AV U 19 PAVED 300
~ 00.150 3RD AV (START) U 19 PAVED 40
~ 00.330 SPRAGUE AV U 19 PAVED 400
° 00.460 MAIN AV (START) U 16 LIGHT BITUM. 22
° 00.580 VALLEYWAY AV (END) U 16 LIGHT BITUM. 220
0 00.730 ALKI AV (START) U 16 LIGHT BITUM. 22
~ 00.830 BROADWAY AV U 16 LIGHT BITUM. 220
~ 01.040 CATALDO AV (START) U 16 PAVED 20
0 01.100 BOONE AV (START) U 16 PAVED 200
~ 01.350 MISSION AV U 16 PAVED 20
° 01.530 BALDWIN AV (START) U 16 PAVED 200
° 01.590 INDIANA AV (END) U 16 PAVED 20
° FLORA RD (END) 01.740 MONTGOMERY AV (START U 16 PAVED 200
001345 FLORA RD (START) 00.000 SOUTH END OF ROAD U 16 PAVED 20
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i'I AN1v'iiVf; DE''E'AIiI%1LIdT ~ btiA d I_l'S D. I IU pRAi~[;, f`-If, F 01T
MEMaRANDUM
'PCy Division of Engineering and Roads
Division of U tilities
Division of Buildings
Spokane County Health District
Spokane County Parks Department
Spokane County Fire Distri.et # 1
Consolidated Water I?istrict
Central Valley School District
FROM: 7ohn Pederson, Senior Planner
DATE: January 14, 1994
SUBTECT: Preliminary Short Plat SP-941-93
Attached is a copy of the applicadnn and proposed preliminary Short Plat map submitted by
C. H. D. Inc., for the subdivision of approximately 2.0$ acres into 4 residential lots for
single family dwellings and those use,s alloweci in the underlying Urban Residential-3.5
(UR-3.5) zone, which may include duplexes.
Please review this proposal and return your comments and recommendarions by January
31, 1994. If you have any questions regarding this file, you may contact me at 456-2205.
Please direct any written response to John Pederson.
Thank you for your prompt attention.
RECE VED
rp JAN 13 1994
Enclosures gpQ~ COUNMEWNM
c: CHD, Inc. Wes Crosby, P Q Box 13717, Spokane WA 99213
B& C D Utbecht, 1100 S. Barker Rd, Greenacres WA 99216
Melvin Taggert, 2128 N. Pines Road Spokane WA 99206
WEsT 1026 S ROADWAY AVENUE • SPoKqNE, WASHINcroN 99260-0240 •(SO9) 436-2205
. ~ .
SPOKANE COUNTY PLANNING
PRELINIINARY SHC)RT PLAT APPLICATION
i'ART I
A, . ~'t~~ERAL IitiFC)RUATrON:
NAME C)F APPLICANT/fZEPRCSENTATIVL: leS ~kG'
MATI_TIvCC ADTflT2FSS:
f /
CITY: ~i E STATL': 71P: P 52 t 3
i'110N1-• (wtat`k)`.'✓ y_
IF APPLICAtiT IS AIOT OWNER, INCLUDE WRIT'1'EN OWNER AUTHORIZAT'ION
FOR APPLICANT 'I'O SEI2VE AS REPnESENTATIVE.
LEGAL OWNER'S NAME: 77.9 Y- D- PHO;'~IE: 9 ?G 39/ Z
,
;.tA11.ING r1UnRESS: (Ar A& rl( ICc-~PROIECT/PROPOSAL SITE AREA (acres or sq. t:)
w1SSL-.SSnR PAKCEL #S OF PR03ECT/PRC}POSAL ~ 5' ~ FS Z_ aZ S.3~r'
ADJACEVT AREA OWNIED OR COiNTROLLEU (acres or sq. ft.) eD
ASSESSOR PARCEL #'S OF AD7ACENT AFZEA 0`VNL•D OR COhTI24I.LED Olht-
STREE7' ADDRESS OF PROPOSAL
EXIS'i'fNG ZONE CLASStFICATtON(S) (UATE ES'CAI3I_1SHEll) l,l.f~• S
EXIST'itiC, l!SE OI' PI2UPCRTY 4.-.4 ff7l7 -~•LI~~,O>
COMPREIIE-NSIVE PLAN CATEGORY l~X.94yV
_ S C HOUL nz SI'R rC.T ,e.7/47 a l- 11a.~/F
~
FIRE DISTRICT WATER PURVEYOK
. ~
FROPOSED USE OF PROPERTY:
Singlc Camily dwellings ~f Duplcxes ~f Multifamily dwcllings ( 1
Manu[actvred homc.s (-4 Busine.ss ( ) Industri3l ( ) Iviixcc! lise ( )
Othcr ( ) - Dcscrith-:
LIST PREVIOUS PLANNING DEP,4.RTN+tE1`"f' r1CTlO\TS INV'OLVLNCJ THTS PROPERTY:
B . LEGAL rti'T'ORMATYON:
LUCATION OF PRqPOSA.L: /y~°
~
SECTtOti T4VVNSH[P . ~ ~ RANGE y ~
NATE QF F'UBLIC. ROAD(S) PROVIDING ACCESS: 642j5?A,
WI17TH OF PRQPERTY FRONTIN'G ON Ptd-BLIC ROAD: ,~2
~
D4ES THE PROPQSl1I. Hr1VE ACCESS TO AN ARTCRIAL OR PLANNIEU ARTERIAL VYES N4
NAME(S) OF ART'ERIAL ROAllS A W,),49,0-
P" `
Jft
s r r 9 41 ~ ~
_ FkELIl'vMNARY SHOR'I'.~.. T AP.PLICATI0N pagz ? of 4
~
LEGAL 17ESCRTP7'IUN OF PR,OPERTY (11Ei7ch lcgat desccipcion starnpcrl by Larid Survcyor). INC..tJDE
L.EGAL. QESCRWTIQN FOR ENTIRE AREA TO BE SUBDIVIDED QN PRELIMINARY SIIORT FLAT.
TF YQU'Dd NC3T HOLD TTT..E TO F'RC?PERTY, WHAT I5 YOLJR INTEREST aN IT?
T1 •
,~±nl i x _//115
b F
C. I'RL:LiMINARY ~HO'RT PI,.11T GrNGRAL INFORMA►"I`IONt
~
`UMBF-R OF LOTS; GROSS ARFA:
TYY1CAL LQT 51ZE; -::b. PItOPOSE'!] NET DEMi'T"Y*:
SMALI..EST I..C)T S I2E: IcTnc:~.~ *~~y MINIMUM FRONTACE: c~0
PROPOSED 5OURCE OF WA7'E;R:
Xndividua] welas ( ) Pvblic sysccm 156 Privatc Gommunity Syslcrei
Olhcr ( ) - Dcscribe:
FROPJSED MEANS OF SEWAGE DrSPOSAL:
Pubtir: sewer Cornrnunity system Septic =k and dr-ainlicld ~
17ouble PIurnbing ( } Dry Scwer ( } Other
Deserite.
UTILT'TY COMPANLES fi.NLaIOR DISTRICTS 'E'O FRQVIIDE 5ERVIC'E TO 7HIS PROPOSAL:
EIcctrieity: t'Lj It ; P SGwer
Gas: , 1, r Watcr. 6144Ae.:-~ .f1i.ev Phone:
DC3 YOU. OR TfiE OWNER TN TNE EVFNTYOU DO NQT OWN TH1S PF2OPERTY, HAVE ANY
PI.ANS FOR fr-U7`URI: ADDIT7C3NS, FXF'ANSiQNS OR FURTHER ACTIVITY RELATED TO THIS
PROPflSAL? Yes ( ) No K IF YES, EXPLALN:
n . PRELYMINARx s~roRT Px~AT ~~PR~)vErrrrrvT rrrFc~R LATTO~
L.EVL-L OF S"l"REE'T IMFROVrMENTS PRnMSF.D: Privacc- roatls ~
PUk,liC macts K) Arterial raacis ( ) 'f'ruct X roads
DESCRIBE. f~FY COhSBINATION OF ABOVE:
~ ' ~~r:' °~~L.~~ ~~i /Yu f;' fft> .r~ ,~r~tti~• ~c9
ESTIMATED TIlvIE PERIOD EXPECTED FOR MMPLETE DEVEI.,OPMENT OF Ti-E SL3BDIVISIOi\:
+ i T I1.y11+.F1^
IS PHASING OF TI-Ig FINALIZA'I'ION OF 'I'HE SHORT PLAT pFiCyFC35ED? Ycs No
iF YES, sTioW P14AsiNG c~N TziE ~~ELtNirNARY SxORr PLA"f imAP,
IS DEDICATIC3N C7fi LA"N]7 F4R PUBLIC L;SE GON"i"EMPLATED (Fa.rks, schools, ecc. Yes Nbw
IF YES, DESCRTRE:
* NEI' DENSM' TS UNITS OR LaTS T'ER ACRC Nt1NUS F'RIVATE ANDlt7R ]'LlBLIC RC?AD AREA.
~ P 9 4
~ ~
.
• ' PRELIlVfINARY SHORT PLAT APPLICATION .Page 3 of 4
PART II
TIiIS SECTION OF THE APPLICATION WILL PROVIDE THE PLANNING DEPARTMENT STAFF WITH
WItITTEN VERIFICATTON THAT THE APPLICANT HAS HAA PRELMIINARY CONSULTATION WITH THE
AGEti'CIES IpENTTFIED. RESULTS OF THE PRF,LIiViINARY CONSULTATION SHALL Bfi INCURPORATED
INTIiE PROI'ASAI. BEFORE FINA,I, SUBiviITI'AL TC? THE PLANNING DEPARTM.ENT.
FII2E MARSIIALLlFIRE UISTRICT
A. 7'ttIS YKqPC7SAL IS W'TTHIN FIRE PROTECTION DISTRICT NO. ~
B. ADEQUATE ARRANGENiENTS (=VE) (HAVF; NU1') BEEN MADE TO MEE7' OL3R NEEDS
IN PROVIDING FOR AN ADEQUATE WA'I'ER SYSTE;bi AND FACILiTIES FOR FTRE
FROTECTlON PURPOSCS.
C. RECOMIviENDL•D FIRE FLOW: OR UNI.ABLE TO CALCULATE NOW
BECAliSE USE IS N0'l' DL•FINI'rIVE.; ANU W'ILL BE DI:TERMINEU A'I' I3UILDING PE}th1lT APPLTCATTON Tf1tE. .
D. i2EQUIRFNIEN7S 1tiCi...UDE: ~:•~:.k'.• r .~t`Yl'~'~i~:
y3
4
,z
FIRE DISTRICT ~ SIGNA`'J'URE/T'ITLE DA?'E
WATER PURVEYOR
A. S ATISFACTORY ARRANGEMENTS FOR DDAZSTTC WA7"ER AND FIRE FLOW
R.EQUIREMENTS (HAVE) •iAVF; NO BEEN MADE.
t3
B. REQL'r[RE;viEi~~'T'S/CQMMENTS: ~ u~ f-~~t~~-a' ~ll
C''r~s~~i,~,~ ~3 .~~~~rrr~► ~,~~~Y y~ ~ z/3d /93
WATER DISTRJCT IGIV~ L~RE E DATE
COUI~ITY N:NCINELR
A PRE~.IMII~ARY DISCUSSION HAS TAKE~i P.LACE Ai~tD GENE~2AL REQliSf~EMEl~TS FOR ROADS
AND DRAINAGE I~A%~E BEEV DISCUSSED \V1''}-l T E APPLiCANT.
A. COMMENTS:
~ 1
~ 7 ~~G y3
/ S 1 N ATURE T DATE
C()UN'TY UT1LI'I'1ES
A PRELIMINARY DISCUSSIOh~ HAS TAKEN PLACE AND GENERAL REQUIREMENT'S FOR
SUBMITTAL OF THIS PROPOSAL (HAVE) (HAVEyq~T)f BF~EN SATISFIED. THE DESIGNATED
WATER PURVEYOR FOR THIS SITE ZS r~,~~~//i~~*-~/ A . CQM'NIENTS: ,
SIGNATURErI'ITLE DATE
HEAL'CH DISTRICT
A PRFiLIMINARY DISCUSSIQN HaS T,aK~N PL c L~tEQUTREIV[ENTS FOR
SUBN[ITTAL OF THIS PROPOSAL (HAV (Hf1VI: NOT) EEN SATISFTED.
, .00
A. C'C~~11, E:N"I"S: .•E~~ ~ ~ ~GQ'~~~
v~ - .-~10NATUREfI'ITLE DAT
~
SE1'VL1: t'URVL+'YOR
A PRELII4iIN.ARY DISCUSSI4Iv' HAS TAKEIv PLACE Ah'D GENERAL R,EQUIREMENTS FOR THE
PROVISIOIr 4F PUBLIC SEWER ARE UNDERSTOOD BY THE AAPLICANT.
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A. COMMENTS: AlrU44-
SIGNATURE/TITLE DATE ,
S P ~ 941 ~
J0
► PIZELIvIINARY SI-IORT J'LAT APFLICAT]ON Page 4 of 4
PART III
SURVEYOR YERIFICATION
I, TF~'s UNDERSIGNED, A LICENSED LAND SURYEYOR, HAVE COMPLETED THE INFORMATION
• REQUESTED. LEGAL DESCRTP?'ION AND PRELIMTNARY SHORT PLAT NAVE BEEN PREPARED BY ME
OR UNDER MY SijPCRYISION IN ACCORDANCE WITH TF3E REQUIREML-NTS OF THE SPOKATTE COUNT
• ZONING/SUBDNISION REGULATIONS AND 1'HE LA1WS OF THE STA'I'E OF WASHINGTON.
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SIGNED: DA'IE: / Z
-VAJ4- ~ I
~ RESS: ftSv r TJEF /7- 16 PxorrE: ~z y-~ 9 93
y ~ Z S t~ ff,5 0
~1! ~ 1 i N Tz D. zrp: 26
. / 2-~ S P o I-< A X1 W A z5L H ,
-,PART IV
S+-
9 SL (SIGNAT[,TRE OF PROPERTY OWNERS OR LETTER OF AUT'HORIZATION)
' s ` y,
•~1~':: a. r.::~v:e .':l: •:%L.:...:_
I. THE UNDERSIGNED, SWEAR OR AFFIRM UNDER PENALTY OF PERTiJRY T1iAT THE ABOVE
R..ESFOIr'SES ARE MADE TRUTE-IC'ULLY AND TO 'T'HL- i3EST OF MY KiVOVVLEDGE.
I FURTHER SWEAR OR AFFIRM THAT I AM THE OVWNF-R OF R6CORD QF THE AREA PROPOSED
FOR THE PREVIOUSLY IDENTIFIED LfIND U5E ACTION, OR, IF NOT THE OWNER, ATTACHED
HERF.WITH IS WRiTTEN PERMISSION FROM THE OWNER AUTHORIZING MX ACTIONS ON HIS/HER
BEHALF.
SIGNED: DATE: 12--
ADDRESS: ~~1. PHONE: C'lv 6 -SZ 2~
~ : .~.~r~~=' ZIP: C19 2/ 7
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STA'IT O!= WASH1tiG'I'ON )
~ SS:
GOUtiTY OF SF'OKANE )
- 'C ~l
SICNED AIr'D SWORN OR AFF:IRMED IIEFORE ME ON THIS n79 DAY OF
1993, B Y Y4\'r) s
t
NOTt~RY SEAL " . _ ~ L-v ~
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Natary Pulalic in and for thc Statc oC Washington
R'08ERT 0. WAM Residing aL U llt ~~i
STATE OF WASHMM ~ p
NOT~-o_.~M Ivty appaintment cxpires: ~ ~ - l ~
.
My Commission Expires 815+97
PART V
(TO BF COMPLET'ED BY THE PLANiVING DEPARTMEN'I')
. ~ ~DATE ACCEPTED: ~ A y 3 BY:
TOTAL FL•ES: ~ v r• ri . cf0 RL•CEI1YI' y#:
FILE ~3 t~ % •
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Y
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SPOKANE COUNTY PLANNING
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PRELIMINARY SHORT PLAT APPLICATION
PART I
A. GENERAL INFORMATIQJ~L-
NAME OF APPLICANT/REPRESENTATIVE: c LUQS L" kO
P-0-ger137,1?
MAII..ING ADDRES S: CITY: STATE: 116W ZIP: 9S" z- t 3
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-2:.26
PHONE: (work) 29 322Z- (home)
IF APPLICANT IS NOT OWNER, INCLUDE WRITTEN OWNER AUTHORIZATION
FOR APPLICANT TO SERVE AS REPRESENTATIVE.
LEGAL 4WNER'S NAME: ~,1 ~~.0 Y` e, D- PHONE: 9.26 - 3 l/ 2-
hfAILING ADDRES S: 5// D 0 1`~,~ ~~/1' ~C~•
PROIECT/PROPOSAL SITE AREA (acres or sq. C!)
ASSESSOR PARCEL #fS OF PROJECT/PROPOSAL SS~ 8~. ~ s 3cS~
ADJACENT AREA OWNED OR CONTROLLEU (acres or sq. ft.) 0
ASSESSOR PARGEL #'S OF ADJAGENT AREA O"VNED OR CONTROLLED
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STREET A.DDRESS OF PROPOSAL '
EXISTING ZANE CLASSIFICATION(S) (DATE FS'TABLISHED) S
k,.~'40'a - ~iL-e PDS
EXISTING USE OF PROPERTY t,
COMPREHENSIVE PLAN CATEGORY 4~if4w
SCHOOL DISTRICT /'J
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FIRE DISTRICT ~ I . WATER PURVEYOR
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PROPOSED USE OF PROPERTY:
Single family dwellings ~ Duplexes Multifamily dwellings
Manufactimd homes Business Industrial lvlixed Usc
Other ( ) - Describe:
LIST PREVIOUS PLANNING DEPARTMENT ACTIONS iNVOLVING THIS PROPERTY:
- ~5
B. LEGAL. INFORMATION:
LOCATION OF PROPOSAL: ~10 Q'J~'
/
SEGTION L? TOWNSHIP ~ RANGE y ~
NAME OF PUBLIC ROAD(S) PROVIDLNG ACCESS: ~
,
WIDTH OF PROPERTY FRONTING ON PUBLIG ROAD:
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DOES THE PROPOSAL HAVE ACCESS TO AN ARTERIAL OR PLANNED A.RTERIAL VYES NC
NAME(S) OF ARTERIAL ROADS rYo 94- L"-
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P ARY SHORT PLAT APPLICATION Page 3 of 4
PART IY
'THIS SECTION OF THE APPLICATIQN WII.L PROVIDE THE PLA,NNING DEPARTNiEEIVT STAFF WITH
WRITTEN VERIFICATIOIV THAT THE APPLICANI' HAS FIAD PRELIMINARY CONSULTATION tiVIT'H THE
AGENGIES IDENTIFIED. RESULTS OF THE PRELIMINARY CONSULTATION SHALL AE iNCORP4RATED
IN THE PROFOSAL BEFaRE FINAL SUBMITTAL TQ THE PLANNING DEPARTMENT.
FIRE MARSHALL/FIRE DISTRICI'
A. THIS PROPOSAL IS WITHIN FIRE PROTECTION DISTRICT N0.
B. ADEQUATE ARRANGEMENTS (HAVE) (HAVE NOT) BEEN MADE TO MEET OUR NEEDS
IN PROVIDING FOR AN ADEQUATE WATER SYSTEM AND FACILITIES FOR FIRE
PROTECTION PURPOSES.
C. RECOMMENDED FIRE FI.OW: ; OR UNABLE TO CALCULATE NOW
BECAUSE USE IS NOT DEF'DVITIVE; AND WILL BE DETERMINED AT BUILDING PERMIT
APPLICATION TIMS.
D . REQUIREMENTS INCLUDE:
FIRE DISTRICT SIGNATURE/I'ITLE DATE
WATER PURVEYOR
A. SATISFACTORY ARRANGEMENTS FOR DOMESTIC WATER AND FIRE FLOW
REQULRENfENTS (HAVE) (HAVE NOT) BEEN MADE.
B. REQUIREMENTSICOMMENTS :
WATER DISTRICT SIGNATURE/TITLE DATE
COUNTY ENGINEER
A PRELIMINARY DISCUSSION FiAS TA.KEN PLACE AND GEMERAL REQUTREMENTS FOR ROADS
AND DRAINAGE HAVE BEEN DISCUSSED WITH T E APPLICANT.
A. COMMFNTS:
7,? y3
S NATURE DA1'E
COUNTY UTILITIES
A PA,ELIMINARY DISCUSSION HAS TAKEN PLAGE AND GENERAL REQUIREMENTS FOR
SUBMITTAL OF THIS PROPOSAL (HAVE) (HAVE NOT) BEEN SATISFIED. THE DESIGNATED
WATER PURYEYOR FOR THIS STTE IS
A. COMMENTS :
SIGNATUREf TITLE DATE
HEALTH DISTRICT
A PRELIMINARY DISCUSSION HAS TAKEN PLACE AND GENERAL REQUIREMENTS FOR
SUBh1ITTAL OF THIS PROPOSAL (HAVE) (HAVE NOT) BEEN SATTSFIED.
a . COAIMENTS:
S IGNAT[3REfTITLE DATE
SEWER PURVCYOR
A PRELIMINARY DISCUSSION HAS TAKEN PLACE AND GENERAL REQIJIItEMENTS FOR THE
PROVISION 4F PUBLIC SEWER ARE UNDERSTOOD BY THE APPLICANT.
A. COMMEIVTS:
SIGNA E DATE
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3 PERMIT CENTER PASSPORT 4-1
Date: Number:
C
,
Narne Phone
Address '
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Comments:
CUSTOMER ROUTING
,
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BUILDING Department - J'PLANNtNG Departnient=: . . ' ,.~JENGINEER'S'D'eparttneM::;,.: . ~ Addressing ~ Admin. Fxception : Approach Pernut
~ Building Pemiit , Artereal Rd Plan lnfo i Ilood Pl$in Permit
= Code Information ~ BindingSite Pian Info ~ Public/Private Roads
, Commercial Review , Cert, of Fxemption = Res. Bldg Pet;nit Rey.
= Conference , Comprehensive Plan ~ Site Dcainage Info
, Energy Code Info ~ Cond. Usc Permit $subdivision Review
~ Fre Safety Review ~ Nonoonfortning Use : Utility Permit ~
~ Manafactured Home ~ Permit Review ~ Zone Change Review
: Mechanical Pertnits s Shorelines Info ~
, Otlicr Permits Short Plat lnfo s NO RB' R~D
: ~Revi~ r out
~ niunibins PerntiLt ~ Suhdivision Info
~ Private Road Info = Teoip. Use Perniit T1UTI18S Deortment, , Residential Review , Varia»ce Appl. ~ APA Payment
~ Sewer Pecmits , Zane Check , CerG of Fxemption
Zone Info ' Subdivision Review
ULID/Sewer info
_ Zone Chanse Review
NO f-•H IZLQUIItE- D 1Yp • • •1LE- QUIRED
Reviewer Ttnie out Reviewer Tirnc out Reviewer Time out
I ~ l
Nuan:7cTassraRLcTt vim
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1993
REC-EIPT SUMMARY
Ccuff~ [IlU~~Yy~~7
TRANSACT-ION NUMBER: -T-9302242 -DATE: 11/30/93
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APPLICANT : C H,D INC PHONE=, 5.09 926 5229
ADDRESS : P O. BOX 13717
SPOKANE WP, 9,0213. M
CONTACT -NAME : G+TES.CROSBY PHONE= 5 0 9 996 5 2 29
TRANSACTION: 2 LOT ADMIN DIVI81ON/LANDUSE ACTION REVI-EW
DOCUMENT ID: 1) 2-), 3)
( 4) 5) :6 )
,
° FEE& PAY-MENT SUMMARY
ITEM DESCRIPTION QUAIJTITY FEE AMOUNT
27LOT ADMINISTRATIVE.DIV. 1 50.00
LAND, USE ACTION REVW 1 .20.00
TOTAL DUE = 70.00
TOTAL. PAI-D= 70.0D
BALANCE-,OWING= .00
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PAYNIENT DATE RECEIPT# CHECK# PAYMENT .AMOUNT
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11/30,,% 93 00'013-4 98 7 65'6 7.0 . 00
PROCESSED, :BY WENDEL, 'GLORIA
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~ PRINTED BY -WENDEI;, GLORIA
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THANK. -Y:OU
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