28261 PE-1751B MIDILOME 3rd Addition 2000, 04-20 Engineer's Review
° nTO)ectStafuw ActivC ENGINEER'S REVTEW SHEET -
• '
AsBuiltPlansl2cceeued P]atS F11e#' PE-175e'l01 -94
- ~oad Yluns Approvcd
Companion I°iles
Ncw 1LaaJ 5[aoidards 5-I5-95 t19yEer
Rela[ecl F31es
Hearing: l3uilduig Uept
Teclinlcal Jl,eview
Pieli3ninaiyEtevieKR -I'ype LaigcLot 9yuareFcet
L7atc Itee;euVed, 04I2612000 Na Lnts 29 Nn Acres
Project Naane 1biTDTL(}NIE EAST 3Rll ADU
5,au Ad~~i t-ss - 5 32N17. N 40`I'I•I, E l`'IFVhS, W 5Et 27.
Apphi.int Range-Towpahip-5ectian 44-25-34 E'Ai3CEL(S): (fii st2f7)
K.cvin N9criiul(e~ro Co~drttolts Mailed 453459119
SIMPS{~1+7 };[~'GI1NP,EILS INC Fload Goitic N❑
909 N Ai~goimc FtcP Water 5aL3Itie
SI'[3KANrF,,NMA 99212 Sewwr 5ourcc
Phnne f ax Swhc_~p] Dist
(509) 926-I322 (509) 926-1323 Fiee l7ist
~ Phailc C}ist
Fng Ffi1Lug ,
I1nursa F Gustnx
MI17fI {]NiF TNG
1400 Noi lhwovd Centei Ct
G;[?F17k k) F13 EN E, II) 83$14-
Phonc Fn biclrel
(800) 621-3163 Itevii7 MLmuiktn
51Mi'SQ;i ERTGINF-EKS IIVC
909 N A3 gpnne 1'id
5igncd Namc LOLlI1: Ie IiUSTfEV $PpKA3JS, WA 992 12
BLnle_lang Ph 475•34,7$ ! Planning Pli 477-2205 Cnntact Phanc Fae
(509) 126-1322 {509}926-1323
Uaie $tib~~~Gtec~ ~lescrip~t'ron Jn~tials
Eng Nccd 'Z cchnically C;omplctc Lng Nced I-lai vard Rd Mitigatspn
Eiig IVeed 17iavu,3ge Ylaris 13ng Need 'I"r:ifCc tlnalysis Lng yced Qllier
04120l20Qa - Fng flgrec Yay I`eea Receiued '2r1 ~'--U'O L.ng rina1 Plat 1`ees Gpmpleleti
C9py to AcWimtiitg
- Fng Agree Pnnnty Tee,; kecekyec9 Fng i'relim I'!ar Fecs Gamp Ietcci
f ] NfltiGC tO PLII}LlC I Aa6tICe 1C] PlIUI1C # 1 3 4 6 Cornpleted - or N`ecds ta he signed Y"J
7aL'S1gE1 DCViaTl[}3k DdtGS (IIl-QUt)
1 1 I I ! ! 1 ~
TToji(1 Guanties ton
drarnagc itctn cafculated
I-Scarutg Dati DecisinD APp - Dei7 - Cond _ Applci 8CC
Appcalcd to BCC L]cctsion App _ Ocn - Cnnd _ Appld Cnurt
AppcalECi ta Couaz l]ecESivn App _ Clcn ~ Cand _ Appld i _
Stamped MylaI s to Sec3etciiy (Sanc[y} I
S tainpe d 2(18 f nI Plans tn Sepretai y{Sandy) '
AMA ?.w~ tti [
~ t 60
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ENG.1NEL+"R'5 AG'RCEMLN'X` NUMI3L7,t
This•agieeanent belween S~~c~kane Cvui~,ly aiid
~
wllosc inteicst-iii,[lre pl'ojec['is 0 Q I.R~ ~ L°~`~- r ~ _ - . . , ~ ' _ • , . - ~L
, .1 ~82lll,
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.,.y
. is eiilerecl iaal~-tliis Z.0~- . day of sigrceiIIenc is hpplic~,tlile~tq'lks6_1~i~pjccG
~
}CLIGwII ik5:-11~}1~:-y ~.-0 ~+C~1~1P[Iflra~~G.°I~~TI al f.~~'r•' w _ z ' -
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"`lriil [li~. - 'r~niliu°iiluals-aiic9 parlxcs ta~.~iilee~ lictci~i 4s h a visi~; ~~t~ iiiiC"L esC iaa'il~c ~zL~nac ciescril~ed prQpetly ❑i- ptajcct'ag.~1,15c r .
- to the~fojfo viAig:~ - ' • ~ ' , n _ . • . ~r ~ ~?~,~.r,-~: ' , ~ . ~ . ; ~ ~
^ . i `•g ~
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~ , ~1,~i±iise,Spokaiie.Coutaty fr~r prvject•z~evie~v ~ai1cl;.ij~s~~ecCioa tees as spcci("ieci iGi Chaptcc
; .-~i ~S'~i~rkrt~xe,County;`~raele. '"lie fces~will' l~e I~ase~l saia. ~ic[ual szla;~y cos2s"ixicuxxc~l t~y S~3r~k~ii~i~: -af~,• ~ •m~ " , <
C~auii~~y° foa~yax-ojcci~ _cv"sews ajbd I❑]• iilspe~t'-bvxzs pLus a"te~i, pec6enC a d minisfrative clai~ige;
- . - ~ ~'"-~S • v,~, ~t E-~,~ lllC?llti~al}~ dS aCCfUOC~. Afiy }71]llll~;' 8111pk11~18 5 • - - ~ UC, 1llClludIIIg a17y e]tk]eI75C5 111Cll,F['CU 1'1] Cti`C~ ~ • ; , • ~ . ,
~ a`~•
colke-ticiii:of aa7 ove'rri~~e a~caunt, ntiusi lae p; aicl ~rot.. to ilye CcaustiCy's acce~~tanc❑ af 'ttic p~ ~ajec[-,fb~~ r
_ - ~ ~ _ , p-~,.
,~~1'~~~g~ ~kF ~aF.~~aroje~t is apaproverl a►idJrir filccl.. ~vil'ki a;laaiance stilI awiiig, ilie, uAij~aicl 1~alaiice'5Ixa1~"~_bc.
laaiel
".,itlIi~i•3[} day`s 6f t3ye ixavQice date.
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- 2.. •w'~',~Tlie~u~ir]et'sigiaeci?agiees LliaL l~lzese fecs ~rrc ciue°a~i~I'~aayai~ie U~aoi~. tecei~?t of tlrc billiiig as specaficcl,.,, ~
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z.. 3°~: 1 y:511v,01Ces, riat ~}~asc1 wYJ12]11] 3~7 eiays of ['lae szavoicC~,~1G~ WiII EJC CL71]SZCICI'ctI C,2CIII1C1~C~l~. `I~"
Auu[s[~aaa~l,iizg:,balancc' oii llie accouixt fvL cl~ia',~~roj~cl,is•'~~ot~ puael.williiii 3fl clays'raC llie izrvoicc,;daw,,,.'~;' • r
i~lu"T[lici=`AC~ieivs, of ihe prvjeet dacuaIIieiits ernd«6[~rJ'un[i'1 tIie c,atia-e kiccouizt balance -,is'"
_ • ? ~t~~;.~~`:&- R -,3
A=ny; Lialarice vaa [i~C RccoUIae fOi' iIiis project`izat1,p,1icl witl~iiz G5• CIi1y5 of LI1L lI1V,C11CCra[c~~%i,~y
cl
~
tli al'actioa~.ar tlae iiYiCia[i4al of aCliet'"..~;allec[aolt ~arqccclures, it~c8urlbil~; reCe~
all'o',`a:,
UX-'~;•
. 3`ycal'lectior~;a~;e€acy. Tiic Spoiisor will be liable iox' aaay-aiirl ~ll c~Peijses'iijctiLrcrJ Uy elre ~oUiil'y #(11°
~~ld~cCion of Uver~Jt:e accousz[s. - y r - - - .
X'• ~ - L . y~ - w..
billiti~ s1101.iltJ be sezit t❑ (Le altentroii af;
I f~ ~ ;,.NA:IVIL: j vi, e--
. ; ;A~~ DRESS: ~ 14-o C1114 _C
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~'A~ llilaL"~failute°to~ka<<y l'licsc fees xaiay rs:sult ii~ dclG~y-,iaa,cQilifalelivii ot' a~~~aroval of IIYC jiinjcctfgi:§ot1
, ny k7n5S~.U~ie-sa'i~ci~o~i"s,a ' ~ _ _ ' . ' , ~ _ , _ . r~~ ~r'~'_ " r~ , _ 4 tr e , _ . . ' n, ~ - "y C ~ i~~~"r , ~,~y
~ ' sjh.c~~la ~ . l- . ~ • ~`y.7~ ~.!17r~ y .o -F L'RP'.~
6~'I•~,~d~F !13'Fisf'ee+:a~;iecizcsa~trisYcoiti,~lesecl 6y so.iaeviic:r~1ht~l~I'i LIIC,~~7Cll]SdL (i c (1ic [ii_oj v~:t-0Q.4VIiCiY:(]~cs:'414~
a~-e~a ~~l~ia tlae•~tia~~a I s 1) cs:xsariia clae ~~-v cct r,su~l~~ris~[h~: L~i ~iticeA closi ~:ii~igQ tlic )io
~r~ ~
lri~an ~f~ca~~~ ~tlae 5poiisor~ slaecitica;riL~ilsciz~izli~~;, Glic~ A~;exit, io lxecuic ilri
s~ ~I+ec ~.i.. - 5 ` ' •
1V.,,eiiCkis•Vt[~icllc~l•[,ri [ as.Pce Agre~n~ cii~. ~ ~,p-- - ~ . , - - - • . , . ,
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ORAINT IVAML) ' - RETi]RN -IrCLLOVV C4JPY'ID SPl7ICANi?. CO'llNTY LNG-LIrflsLitS
Wnagiteree duc 211196
1026 W Ba-oatlitimy Avc Spalcauc WA 192G4]-0171U (509) 456-36Ut} FAX: (509) 45G-2243 `i'DD; {509},324-3166
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a=r:h~~ . '~.7eA~ d o_ ' • . • - ' k e . ' . . : ti J'~: t~'~ , _ . . 7' ~ ~~"8^!'~s r • ~i-• w ` ~~~~•~'~+9',E~ F
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L?1V[SiQN OF EIVCINEERING AND liC3Rl]S • Il C71VISlO1V C]t"TE•3L PU13L[C WCiZiCS C)Cl'Att"Tivfi:N'['
WiIiinin A Jolins, P.$, County Engineer I]eniiis M, SeoEl, P.L., Dircclvr
4y,LX.1.\ EJ'eMLN1. O PAI. FLA1F.]
LNGzNEER's AGRE, EnE, NT rrUMBER P1171516
This agreexiieitt beCtveen Spokane Coun[y aszd L 0 u i S C- g-~--~ vy
e
wliase iiiterest iii the prajec[ is C~ a w vz eY-
ki e 0wiis1. agciiApri t, a~l) is eiatered intp this ZDT-" day oF S 2004,This agreeinertt is -applicable to the project
kllotvri as.~~'~~cl r~ o~~ 0 ~.~"bul, 3~
cLi atcs it7iSc"3~c fi '
'I'liat the indivitluals and garkxes named lxereiii as having ait interest in the abave descrlbeci proper[y ar project agrec
tv tlae follawiftg;
I. Rezziiburse Spakane Caunty for project review and inspection fees as specsfieci an Claapter 9 14 of
the Spokane Cvunty Cade, The fees will be based Qn actual salary cests incurred by Spakatie
County for projec[ reviews and 1 vr inspections plus a ten percent adisiiz5istrative c3iarge, and rvili
Ue billecl i7loiitlzly as accrued. Any bstling ainounts due, includiiig atiy expenses incurred izi tlic
coliection pf an overdue account, uius[ be paid prior to the County's accep[ance of ttie pz-oject for
filing. 1F a project zs apprQVed anrJlor filec. wiCft a balance still awiiig, the unpaid balance siiall be
paid witDiin 34 days of the invoice date. '
2. T1ze ujzdersigtied agcees tl7at these fees are rlue aiiri payahle upoji reGeipt of the Uilliiig as specificri
a6ove.
3 Ajiy ii3voices not paid Gvitliiiz 30 days ❑F the isivaice date wili be cansidered deaiiiqueiit. If any
autstaridiiig iaalaiice ❑n tlze accnunt far tla'rs project is iiot paid witliin 30 days af the invoice dale,
izn furtl;er A-evietivs of the project docuineiits will be caiiducted uirLil the eiitire accoutit bnZalice is
paicl. Asiy Ualance oiti tlie account f❑r tEiis praject not paid withiAi 65 days of the iaavoice dale iaiay
P-esult iti tegal actiori or tlie iiaitSation of Qtlier CoI1eG[1pI1 procedures, incluciiFig refexral to a
collection agency. Tlie Sponsor will be liable fpr ajiy and all expenses iiicurred by the Couii[y Cor
the colleceion vf vverdue accoutxts.
4. Tl7e rziaiztlily biZlitig sliauld be serzt to the aECeiition of;
NAME: -a vK e- ~ Y~ G. ,
AI3DR;E55: 1-+o t) N C QLLrf4-
cITY, s~ATE: Coe-ur d'A.a ~ ne-, -rd.
ZIP CaD E: 83 ~ ] 4-
PHONE LZbn - t, °Li -3
I uiidcrstand tl7at failure to pay ilisse fees rnay resulc in delay in coia7pletiasi or appravai af tlae project or atiier _
possibZe sancuofis
0 If tIiis fee 3greeiiaezlt as caiiipfeted by someoiae atlier than tlie Spotisoz' (i.e., [Pic project owner ❑r a '
princxpal iil the firdn spansoring the praject}, sucii as ilte Engineer dssigiiing ttie projcct, tiieiz
written auttiorizati❑n frDm the Sponsvr specaf7.caIly autlssrrixixzg the Agetttt to cxecule flais Tee
AgreeAixciit is attaclaed to i is Fee Agreerl etiL
SIGNATURE
(PRINT NAME)
ItETUItN I'ELIal7W COPY T[3 SPOK.A.N~', CDi1NTY E1VGINECRS
k.lNLgreeFee doc 2f1l96
1026 W Brvad►vay Avc Spolcane WA 99260-0170 (509) 456-3640 FAX: (509) 456-2243 TDI]; [50]) 324-3166
3
.4 !
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PLAT NAMr ~ NO.
I V S'["r`['iS'CIcS T7A'l'~ ~
~
~ ~U!
~ C~lal (:iieck E~-ic /~w
I Numher ot [_ois
Road Ivit2es (New)'
I + .t.
Tntal At-ea
1 MlL+3
~
' Nnriii Arrnw
f Smi,4 ~
~ L[:faTL'I1d
~ ['c-oct(ltires L&, Equipmtn! ~ ✓ ~
~ Tiasis or' Bear,ngs
e~ ~ Piat Locatic,n By Title
I 01-fiCial Signaliire I3locks
~ I Surueyors Certiticate
.
Rnad N1iaies A
! Raaci ~~~iaclzs ,
~ •
~ flcijncc:nt Area i ~l ~i't~N V N 1d L (J~
I Lnt & Block Ntinibers
RIW Dedication designated
1 I-bot 5trips I A 41,
~ 3 R1'S an GLO Cnrners ~
~ Tract X
~ Lot AzeRS ~ .
~ 13eticit Mark
~ CInst2re
CL~';~'_ I]LDICA 1'fUN
I]i:scriptfon (Ta M4,p) .
+
~ P]cw t ipliorr (Ta Cert)
~ aw►ici5 a~ll
Czi [iiic4z(e tt) 1'laf
1 Pnr,t SCrips ~ • ~ ~
~ lZIT7 - CPR StaEcmcnt A
~ Access I'rohihitct! ~t/ , ~
I RfW necl,caElon ! I~~'-1
DrainagG l..attguage
T]rainagc Covenant I ~ Floa(l [ii5tirmi~e /U
~ 2[]8 I3niicls 1,000.00 ca ~ 208 PLANS APPCt[)VEE/0 Q,!j-91 I~<-
~ Pr"svate Raazl Doc. 1d's
I Pr►vate Road Wariimra* ~ I/✓~~~ I
Rnact Plans + A .Jr6~, I~l l C3 / Idle
Roat! Boiid Imprnvcment + r I
lio.~tl 13eand fnsI~eziion
5igtied 13y Enginicr
h1~1l~iplatlis~ c.k-~1(1I1
~
. .
REQUEST FOR DESIGN ,DEVIATICIN RECEiVEO
JUN 19 2000
$30.00
DATE 8p01{6i*F5~Qd64Y E sJGINEER
ROAD NAME 360' Ave. and MCDottflld S[. CRPIRID #
NAME OF PLAT Midilomc East 3"' Addition Plal # P1751 B
ADDRESS OF BLDG NA
NANiE OF BLDG PROJECT NA BLDG # B9 NA S 34 T 25 R 44
FEDERAL/ STATE ARUJECT # NA PROJECT LJMITS
EXISTING CONDI7'IONS: PROPOSED ]MPROVEMENTS:
ROAD W[DTH Nonc 36 ft•
ROA.D SURFACE Nonc 2" ACP/ 6" CSTC
AVG. DALLY TRAFFIC 0 0- 200
Ctumnt Tradic Couni Dcsign Yeir Trafi"ic Count
PRO.lECT DESCRI PTION 36~'n Avcnuc and McDonald Strcct
PROPOSED DES'IGN DEVIATION t) Conslruct "knucklc" ai intcrsection of 3fi0` Avc. and McDonald Strect
21 Consiruct loca] access roads wiiliaut sidewalks
JUSTIF[CATION:
1) The "knuckle" is a oombination of a tee iniersectYOn and a cul-de-sac. When Qie nrcliminarv plai was oriWnallv desianed, this
mcthod Nvas an acccntablc desian. McDonald St, will noi cxtend ta soulh duc to proposcd P.U.D. to soudi and 36°i Avc. will not
estend to casl (ccmcl.erv to cast). Thereforc, a tec intersectiou with dcad cnd road to south or cast would bc of no advantap-e. The
"knuckle" intersection wi]l be on local access strcets with uosted sneed lirnits of 25 mnh. The "knuckle" intersection will orovide a
turnine radius eaual to or e.reater than ihose found at otlier inierseciions in the nlat. The "knuckle" intersection is acceotable ta
Spokanc Countv Fi rc DisUxci No. l(sce atiaclied lcticr).
2) This is ihe last -ahase of Midilome East subdivision. Sidewalks lixvc not been requircd or r.onstructed on local access roads in ihe
previous nhases. Sidewalks will be consEiucted as reauired on the collector arterial. Waodlawm Drive.
SUBMITTED BY ~,,~a.'- ~ ~:,•f-t ~l ~ ' j'i.?,y,.~rw ~'_•k~~ DATE G. !s' ~'rr5t)
~ ~
ADDRESS ~N-\ It , .r i Z1P CODE S
PHUNE #
ADMINtSTRATNE VARiANCE FEE OF $30.00 PAID TQ SPOKANE COUNTY k****
I026 W. BROAUWAY, SPOICfWT's WA 99260-0170 PFIUNE (509) 477-3600 FAX (509)324-3478
~ REQULST WI1,1,Nd'I' I3L' REVIEWE:D WE'CHOl1'f F[JNDS '
CASH/gC #(0 315 RECEIVED BY dATE
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• ~ : r~i~rov~irtL~aPr[~~ued cis c&c~imn~ndc~i alove~ 1~T4t Appr~avec3
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SPOKANE VALL,EY FIFtE - ~ :
. 06I07100 WED 08:15 PAX 509 - 4125
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`'SPOKAhIE VALI.EY FIRE DEPARTNIEIVT
~
~ 5pokone Counfy Flre Disffict 1
10319 F-.45t SPRAGUE AVE. • SPoKANE. wA 9920s-3676 . 928-17DO • FAc c5M 892-4125
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Subject: .Mirditame Eag 3' Ad~~
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IN THh' N Y12 OF SE'C,34, 7'k'SN, Rd¢ EFYM
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RICHARD L SiivIPSQN
CIVfL ENGINEERS AN❑ L.AN❑ SURVEYCJRS cHARLEs E. SIMPSaN
FCJUNOED 1946
Lrcenced ►n Washington and ldahQ
N. 909 ►4rgonne Rvad Spokane, WA 99212
(509) 926-1322 Fax: 926-1323
JUne 19, 2000
~~~ENED
%
Edward J. Pa.rrya, P.E.
Spvkane Caunty Engineering I]ept. sPOxAMS COUNTY f riG~NF-F-R
1026 W. Broadway Ave.
Spokane, WA 93260-0170
SCJBJECT: Midilame East 3~' Additivn
Request fvr Desigm Deviation
Dear Mr. Parry,
I am submitting a Request for Desagn Deviatian vn the abrave mentianed plat, and drawing showing the lvt and
streeit layouts for this plat.
Sincerely,
~evin McMulkin, P.E.
Enncl - (1 ) ropY vf rhe Reques1 fvr Design beviatran
(1) copy of prnpnsetl loi end stmt layvut
r.heck af S30.00 ftrr Design Ueviatran re►necw fee
. , e
- - - ~ ~
M. - - - - . _ ,
t~ CL►ARENCE E. SIMPSaM ENGINEERS, INC 10395
909 N wRGonrNe Ro
I` $POKANE. WA99212
~ 5Ms2s-,s22
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oA~r: 6119100
~ PAY
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nOLLARS
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Received Frarn: Receipt iVa. 122038
G1 r 05?~-~o Address: Data: j
►4rnount Paid
~ Acct.ldea.: ~~ash-~0 s .
8ales Tax:
~ Amt. nf Aect: Money Orde~ ° Wk 1'otal Paid jo, 0 0
~ Arnt. Raid
Balance Due.
y ~CreditCar(wA f•rl~tT~
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DEC
02 1999
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S P C] K A, N3F_
8[7tL[]II`iG ANi] PLAtdPVdNG A l3SVI5IOiV (7F THE FClBC.dC WQRKS DEF.aRTh1FNF
james L. Mansan, G B.Q.. I3irertor Gary Qberg, i7irertor
3YIEMC)RANDUM
DATE: Decernber 1, 1999
TCl: Spokane caunty Division of Engineering and Raads
Spokane Courtty Uivisi❑n of Utiiities
Spakane Regianal Health I]istrict
Spokane Caunty Fire Protection pistrict No_ 1
Midilome Inc.
Bob Tamlinson
FRC)M: Wa.nda Clark, Secretary 2 ~k• c`
Far Dearuna Waiter, Assaciate Planner
RE: Extersion af Time Findings, PE-1751-94
The above-referenced Findings were sent to your affice ozs Novemiaer 22, 1999. The attached.
Findings are being sent to correct an errvr in nurnberin~ in the Engineers' Candaticans of
Approval. The numbering has been revised to make th~ numbez-s sequentiaL Pdea.se repiace the
first docaunent with this carrected copy. I apoPogize for arty ineonvenience thgs may have
caused
1VC
102I W 13RO:IiJ~VAY + 5PC??C-%:dE, 3h'ASHTti'GTQN 39250-U050
1'FiQNE: [504] 477-3575 • F.1:<' [:E39] 47741703 • 7E7D' {S04} 377-7133
. ~ o
a
BEFvRE
THE 5P[3KANE CC]UN`fY DIV1StC]N Q~ BUiLDlNG AND PLANNING
IN THE MAl"TER C]F AN EXTENSION } F1NDSNGS OF FACT, ~
QF TINlE REQUEST FOR PE-1751-84, } CONCLUSfQNS ANa
MI❑ILC]ME EAST, AN APPROVED } DECISiON
PRELIMINARY PLAT ~
7HIS MA7TER, a request far an Extension of Trrne fram Midiiame ]nc. has been received and was
decided upon, pursuant ta the Spakane County 5ubdivision ardinance (chapter 12.100.118) and
RCW 58. 17.140, on the 22"d day of Noaember, 1999.
FINaINGS OF FA+GT AND CDNCLUSIC]N5
1 . The individual signing kaefaw has heen properiy delegated the responsibilify for rendering this
decision by the Spokane Caunty ❑irecfor of Building and Planning.
2 The prvpasal was to diyide 44.69 acres intv 126 single family residential lots and 9one non-
residential fvt far a well sife, fo be develaped in 3phases in t~e Urban Residential-3.5 (UR-
3.5) zane.
3 The subjeci preliminary pfat was apprvaed by Spvkane County Division of guiiding and
Planning on Sepfember 22nd, 'i 594.
4. The praposal as generally loccated sauth of and adjacent ta 32"' Auenue, approximately ~I4 mile
east of pines Raad in Section 34, Tvwnship 25 Nrsrth, Range 44 E.W.M., Spakane County,
Washington.
5. The existing zvning of the prQperty is Urban Fesidential-3.5, which has remained ttae same '
since fhe ariginai prefirninary plat approval in 9994 and +cantinues ta conform.
E The proposal is Pocated in an area designated as Urban by the SpQkane Caunty
CvmprehensiWe Plan, which has remained the same since the nriginal preliminary plaf
apprava€ in 1994 and cQntinues fa conform ta the Plan.
7. Spokane County has established specific criteria frsr considering the extension of #ime for #he
expirafion of preliminary pIats, short plats, ar binding site pfans_ These cTiteria are found in
Chapter 12.100 118 (Exfensian of Time) of the Spvkane Caunfy Subdivision Ordinance and
haue beerr used as a basis far this decision. The faflawing are the eelevant sectian(s) of
Chapter 12.100.118 and the Diaision o€ Building and Planning respvnse:
That sarrae pvrtion of the existing preliminary subdivisirsrr ar binding $ite plan has been
fnalized s€race fhe praject was apQroved and fhe remaining Iots wauld forrn a unified
developmerrt consisfent with the onginaf appraval;
RESPONSE: Phase 1{ilr3idilame East 1$` Additinn} of the ariginally approved plat has been
fnalrzed. Phase 61 (2"d Addstian) is waiting on drainage and road pfan approval
through the Spvkane County Divisian of Engineering and Raads,
2} That the preliminary suhdivisian, shart subdivisoon, vr hindrng site ptan remains generally
consistent with fhe vriginal plat or binding site plan that was appraued, and the spansor
has taken substantiaf steps towards finalizing the plat ar bindings site plan, which shall
include one, but is not limated ta the following:
- - - - - -
.
Extensivn of 7ime Findings Fi1e No. PE-1751-94 Page 2
a. surveying the 1o#s within the develaprneni,
b. arranging for pubiic services to the site,
c. abtaining necessary financing for al] or a pvrtion of tfae preliminary subdivision,
shvrt subdivision, or bindsrrg site plan;
d. the cornplei'ran of sfudies or other requirements rNhich were paFt of PfEIfRl1nary
subdiuision, shart subciivision, or binding site plan approval;
RESPf]NSE: 7he applicant states #hat Phase ll (2"d Addition) ❑f this prvject is ready fvr final
plat review upon approual of the road and drainage plans ay the Division of
Engineering and Roads. The applirant also states that Phase 111 (3r° Additivn)
eirainage, water and sewer designs are drafted bu# not yet approved
, 3) That at the time preliminary approvai was granted, deveiopmsnt of the proposaf was
conditioned upvn the extensian of public services which are not yet avaifable. This
prouision shall not apply tv public utili#y extension which the preaject spvnsor would
normally fund. -
RESPflfVSE: Not Applicable
4} 7ha# administrative delays have caused the inabilify of ttae applicant to finalize the plat
►rrithin the five (5) year time perivd-
• RESPC}N5E. Nof Appl"rcable
8 This request for an extensinn of time, as conditsoned, represents no signifir.ant change in the
apprflved originaP prelirninary plat and wiii nvt be adVerse tv the public heafth, safe#y and
gerrsral welfare.
9 Additional conditians have heen recvmmended by the 5pokane Coun#y Division of
Engineering and Roads. _
10. The foilowing agencies were sent notificatian of the request for fime extensi4n vn
September 23`d, 1999, and have nat responded:
Spakane Caunty Fire Profectian Distdct Nra. 1
5pokane Air Pvllution Control Autharity
Departrnent of trar~sportatifln
11 This is the first request for a time exterasivn The totaf fife of the preliminary p€at has been
appraximately 5 years. -
12. The appficantlawner shail shvw suhstaniiaiiy greatef pragress taward compiying with Section
12.1 0Q.118, of the Subdivision +Qrdinance befvre reques#ing an additional exfensivn of time.
DECiSiON
Ba-ged Upon the above Findings of Fact and ConclUSians, an E ime request for
PE- 1751-94 is hereby APP ROVE D for - , _
COND1TiONS QF APPROVAL
Those prevfous Cand'stions of Approval specFfed in the Spokane County Devisian vz Building and
Planning's Findings and C7ecisian dated September 22", 1994, tagether with the fallvwing updated
conditions-
~ I .
Extension of Time Findings File No. PE-1751-94 Page 3
SPOKANE COUNTY DIVISION OF BUILDING AND PLANNING- (UPDATED)
1. This time extension is approved until November 22nd, 2002. The applicant may request
another extension of time by submitting a written request approximately forty-five (45) days
prior to the above expiration date.
2. Subsequent extension of time will only be considered upon a finding of substantial compliance
with Chapter 12.100.118 (Extensions of Time) of the Spokane County Subdivision Ordinance;
otherwise the preliminary subdivision approval will become null and void.
3. The applicant shall contact the Division of Building and Planning at the eariiest 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 hydranUflow; approved water systems; building accessibility; construction •
type; occupancy classification; exiting; exterior wall protection; and energy cade regulations.
SPOKANE COUNTY DIVISION OF ENGINEERING AND ROADS (UPDATED)
1. A Professional Engineer, licensed in the State of Washington, shall submit final road and
drainage plans, a drainage report and calculations that conform to
Spokane County Standards for Road and Sewer Construction and rren e i ion o
Spokane County Guidelines for Stormwater Management. Final road and drainage plans and
a drainage report shall receive the Counry Engineer's acceptance prior to release of a
construction or building permit, or approval of the land action. Following plan acceptance by
the Spokane County Engineer, drainage language will be drafted by Spokane County and
provided to the Sponsor's Engineer or Surveyor for inclusion with the final plat document.
2. The following statement shall be placed in the plat dedication:
"The owner(s) or successor(s) in interest agree to join in any County-approved
stormwater management program and to pay such rate's and charges as may be fixed
through public hearings for service or benefit obtained by the planning, design,
constructing, maintaining or operation of stormwater control facilities."
DATED THIS 22"° DAY OF NOVEMBER, 1999:
0(uuoul,
Deanna C. Walter
Associate Planner
Under State Law and County Ordinance, you have the right to appeal this decision to the
Spokane County Hearing Examiner. If you desire to file an appeal, you must submit the '
appropriate Appeal Application together with the required Fee, payable to the Spokane County
Division of Building and Planning , within fourteen (14) calendar days from the date this decision
is signed. Upon receipt of a completed appeal application, a public hearing will be scheduled.
If you have any questions, please call the,.Division of Building and Planning at 456-3675.
c: Spokane County Division of Engineering and Roads .
Spokane County Division of Utilities
Spokane Regional Health District
Spokane County Fire District No. 1
Midilome Inc., Owner
Bob Tomlinson, Applicant/Contact
. . . ' • ~
, SPOKANE Cf][JniTY
HEARTNG EXAh"iTNER COMMTTTEE
. s FINDINGS OF FACT, C(]NCLi]STDNS AN~ ORDER
INTRODUCTIC)N
This matter has come iefore che Hearin~ Exarniner Carr~mitt~ on Septernlxr 22,
1994. The membezs aF the Cornnaitcee present are: Verona Svuchern, Chair, Fane
Myers and Dvnald Moore. PRQPC]SAL
The sponsor, Bob Tomlinsan requests apQroVal of a Prelirninar}+ Piac, PE-1751-94,
N1idalorne Easc to 5ubdivide apprDximately 44.69 acres into 127 lots ft7r single
family dwellin~s and those uses allawed in the existinA Urban Residential-3„5
{UR-3.5) zone.
FINDINGS 4]F FACT AND C[)i'+ICLUSIONS
1. The property is „enerally 1c3cated svuth af arad adjacent to 32nd Avenue,
apprvxirnately I14 mile cast of Pines Rvad in 5ecdon 34, Townsiti.p 25 Nortri,
RaT1~~ ~ ~WK Sp1]k3IIe CC3LIn[]f, Wa5h1IlgEof1.
The Ccrmrrittee adapts the Planning Deparoment Ftepart as a part ot' this recvrd_
3- The existina, land uses in the area include singIe and rnulri-family residences an
urban saze locs tivith large undevelaped lvcs directly adjacenf to the subject property.
CheSter Elementary and Horizon Junaor H.igh schc3als are tocated du-ectly to rhe
wesr of the site.
4- The prapvsed use is cQmpatable with existing uses in the area.
5. The Camprehensive Pian designates this site as Urban. T'he llrban Cacegory is
intendei cv prvvide f4r a"city-li.ke" envirvnment with intensive residenrial
develapmenc. 7`he Urban category encvurages "fill-in" development, provided
public service5 are available to the site. Densities in this categQry wi]l ra,nge from 1
to 17 units per acre. The proposed density of 2.86 units per acre is in accord wich
the densiry guidelines vf the Urban categflry. The Frelirriiinary Plat and pcvposed
density are generally cvnsistent with the GoaPs, Objecziaes and Decision Guidelines
vf the Urban eategory.
6. The existang zoning does implement and conform to the Cvmprehensive Plan.
7. The Arterial Raad Plan designates 32nti Avenue as a Princtgal Arte-ria1, with a
recornrnended right of way width af 100 feet. in crrder to implement the Arteria..i
Road Pian, she Counry En~aneer has requested dedicaeion of a lfl fQpt wide smp
alvng 32nd Aaenue to Ye set aside as a future acquisiaon area.
• f 1 ~ i
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8. The exiscing a.onzng vf rhe praperry desefiberi in the apglicativn is Ur'ban
Residentiaie3.5 (IR-3.5) previvusly esr,ablished as agicultural zvning in 1959 and
redesignated to Urban Residential-3.5 (LTR-3.5} on January 1, 1991 pu,rsuant to [he
Program ta Irnplernent tfie 5pakarte Cvunty Zaning Code. Fursuant ta RCW
58.17. 195 the prvposal does canfvrm to the requirements of the existing zone.
9. The pro►risions of RCW 43.21 C(The State Envixanrnental Palicy Act) have teen
camplied with and a Mitigated Deternunation of Nonsignificance (MDNS) was
issued. The Carnrnirtee, after independent review, hereby adapts the PvQ7NS.
10. The legal requirements far public nance have been fulfilled.
11. The ow}ners vf ad,jacent lands expressed neither apprc~val nor disapproval af the
proposed use.
12. The prapvsed use wi11 not be detrirnenta4 to the gublic health, safety, marals 4x
welfare especially in light of the canciitinns rer.ommendedby the reviewing
agencies.
13. The subdivision propasal is generally consistent with RCW 58.17 and the Caunty
subdi►rision regularions, pronnvting the public health, sa.$'ety and general welfare in
aceordance wiah staradards established by the sr.ate and Spakane C❑unry. -ne
prppasal as cond.itioned does provide adequate public facilities as cited in RCW
5$.I7.110 (2). MDre specificaliy:
a. vpen spaces
b. drainage ways
c. public aandlar private righrs-af way
d. tzansit
C. gotable water
f, sanitary waste disposal
g. parks and recre,atian facilities
h . pl aygrvunds
i. schools and sctaoolgrounds _
j . sidewalks -
The abave inprvvements are either exisfing facilities var rviU be Prgvided by the
applicant upan Finalization af ttus su'bdivisian as cQndirioned by the Cammittee and
impleanented by ttae aarious County abencies.
14. The Cornrnittee atisaidonally findskoncludes:
- a. The applicant agrees to a1i condirions of approval.
b. The Hearing Exan-uner Cvmmarzee recognizes the applicants right [o appAy for
avariance ftvm requireri fence height alon; a?nd
Avenue.
HEC 4rder for PE-1751-94 Page 2
COi"+TDI'I'ZQNS OR CONTXNGENCIES APPLIET3 TO 'Y"x3TS APPF#pVAL
1. All COn$ition5 itTlpoSed by tle Hearing Examrier Comii31me shall be bindirlg pR
the "Applican[,," which term shall include the awner or owners vf the property,
heirs, assigns, and successors-in-interest.
2. The cond3taoras es£ approval apply ta the preliminary subdivision of record.
SPQKANE COL1NTY PLANNING UEPARTMENT
1. The praposal shall comply with the Urban Residential-3_5 ('UR-3_5) a3ad Aquifer
SensitiVe .Area (ASA) z,ones, as amended.
2. The final plat shall te designed substantiaZ1y in conformance with rhe prelirriinasy
plat of record. No increase of densiry or number vf iots shall occur without a
change of candition apptication subrtittal and appraval.
3. The Pianning Directorldesinee shall r~~~ew ariy proposed final plat tv ensu-Te
cornpliance wirh these Finaings arad Condidons of ApQrflvai.
4. A final ptat/ namelnurnber shall be anciicateti before the final plat is ~'~ited, such
name/number tv tx apprvved by the Planning X7irectvrldesignee_
5. Appropriate raad narne(s) shall be rndicated.
6. T'dne greliminar}+ plat is giVen canditicsnal approval for threx (3) years, specif caIIy ta
Octtiber l., 1997. 'I'he apglicant may request an extensivn of dme by submitting a
written request apgcoximately fvrry-five {45} days prior tv the abave exp3ratian
date.
7. Appropnate udlity easeznents shall be indacatei on copies of the proposed final plat.
Written approval of utility easemenrs by appropriate utility cvmpanies shall be
receiverl wirh the subrritW of rbe final plac. -
8. The final plat map shall indicate hy a clear, dashed line the required yard setbacks
frvm alI pravate, "Tract X" or public rvads. The dedieativn shall coratain the
fmllowing statement:
e yard and rear yard setbacks shall be detenxiined at the time building permits
ittb-acks equested unless t'~ese seabacks are speei~cally drafted. on this final piat. '~e
indicated Qr~ thas plat rraay be aaried frr~rr~ if grnper zoning appr+~vais are
ined."
"
9. Three (3) currenc c~ruficaces of !ntle shall 6e fur-nishel ca che Planning L}epartnent
privr to fi1ing the final piat.
10. Priar tD filing vf a1l or a partion of she final plat the appiicant's surveygr shall
submit ane vr more maps ourlined in red af the area beirag fnaltzeci. ThC sGa1e shall
match the appropriace assessnr s map scale.
HEC Qrder ftrr FE-175 3-94 Pa;e 3
~ I. The SpoPcane Counry Flanming Aeparmnent shaLl grepare and rer-Ord with the
County A,udiror aTitle Notice specifying a future land acquisition area far road
rig,ht-o£ way and utilities. The reserved future acquisitivn area Tide Nvtice s1ao be
r+eleased, in fiaTl or in part, by the Piannirag I7epartmenL The nntice shauPd be
recarded withun the same time frarlse as ari appeal and shall pravide the fQiTvwing:
a. At least 10 feet of reserved future acquisitivn area for road right-vf-way and
utilities, in additiern ta the existing andlor newly dedicated right-of-way aIon~
32nd Avenue. 1~IE]TE; Tt~e CQunry Engineer has zequiret~ 10 feei af new
dedication.
b. Future huilding arid vther setback,s required by the 5Pokane Cvunty 7,vrling
Code shati be measured fram the reserved future acquisitian a.rea.
c. No required ]andsraping, parlang, '248' areas, drainf etd or allvwed signs
should be lacated within the future acquisitian area for mad right-nf way and
utiliues. If any of the abnve improvernents are made within this area, they
shall be reIocated aE the applicant's expense when rvadway irnpcvve=nts a.re
rnade.
d. The future acquisition area, unril acquired, sha1] be private praperty and rnay
be used as Dvwed in the zvne, except that any ixriprovements (such as
tanciscaping, parking, sur~'ace drainage, drainfield, sigr~s or e~thers) shall be
considered interim uses.
e. The prvpeny owner shali be responsibPe for zeiocaring such "interim"
improVements at the time Spoicane Cauncy rraakes roadway impravements
after ac..quir,ung said future acquisitivn area.
12. The glat dedicataan sha11 contain the follvwin~ statement for ~hose lots lc~cated Dn a
zernporary cul de sac/stub road:
l
e l~]C2~ted Clf3 3. Iei37F3flI~+ CLIl-~Ie-5ac/5Tllb
ijdj/or t(s) ~31ock(s) ~
. Ttiis temg~vrary cul-de-sac/scub rvad i-na.y be extended to ~arovide access tcr cent pr~+~rty ar~dlor ~annecc to existing raads vr new roads as deuelopment
circulatian needs dictate."
13. final plat shall indicate yard setback arc lengths on cul-de-sac lacs which meet
or exceed the rninimvm frontage of the underlying zone Of the fina1 plat.
14. .4 plan for water €aciPities adequaEe for domestic service and fire protectian shall be
approv ed by the water purvveyor, apgrvpriate fire prvtection disn ict, County
Building &Safety Deparnnent and Counry Health lJisvict. '1'he agencies will
certify vn che Water P1an, priar to the filing of afinal plat, that the plan is in
canfar€Tmce with their respective needs and regulations. The Water Plan and
certificarion shaTl be drafted on a tran5paa°ency suitable for reproducfian and be
sigr~ed by ttre plat spr~nsar.
15. The water purveyor shalt cerdfy that appropriate contracaual armaements and
scheclule af impravements haue been made wich the glat spansor for canstr'uction of
the water system in accvrdanee vaith rhe approveci Waier Plan. 'The time scheriule
shall prvvide for campletivn af the water system and inspecdan by the apprapr-iate
HF-C drder for PE-1751-94 Page 4
E
hea.lth authorities priar to application for buiIding peranits withins the final piat. T'rie
arrangements ar agreements shal include a provision halding Spakane Caunry and
the pimreyor harmless from clai= by any Ivt purchaser refrased a building perFrut
due w the failure of the subdivisi4n spvnsor to satisfactoz-ily compPete the approved
water sysrexn.
16. (Department nal plat dedicatiflr~ sh~l c:aar~tain she follvwzng staternen~
pubLic water system, p~su~t to t~ae Water Plan appraved by caunry and state
a~zthorit~es, the local fi~ pzotection dis~ct, Caunty Buiicciing & Saf'ety
~d water purveyor, shall be installed witt~in thi5 subdivision and the
cant shall provide fvr ind'aVidual dvrnestic water service as we11 as fire
ctian tv each l[~[ prior ta sale af ~c'~ iat and priar to issr~anc~e af a buildang
it for each lor."
17. Nv buiPding permit wili be issued for ariy Pot within the final plat until certified by a
Washingtan state-ticensed engineer Lhat "ft waier 5ysiem ha5 beetl inStatled
puusuant tn the approved Water Plan for the final plat " including a signe.tii license
stamp. The cerdfcadcrn may be in the form of a tetter, but is preferrei to be
cer ied on acvpy of r.he Water Pdan as a schematic map shotiving the "as-bua]t"
water system.
18_ The Water Plan and the ab4We canditivns of approval regarding the Water Pla.n may
be waived by the Planning Directvr/designee upon receipt of letters fram the
appragriate water gurveyor and ae gratectian ciistrict stadng that simple
conneGdans to an existing= apProve.d water system wiil pravide adequate domesuc
and Fire prvtecuQn water to ensure the public he.alth, safety arsd generai welfare.
19, A survey is required prior ta the filing of afinal plat. '
20. Pfifiior cv approwal of rvad and drainage p1ans, you are required to coardinate wath
the ilnited States Postal Serwace tr determine type and Iocation of central mail
delivery facilities which may include appiicahie easements far develppments of
th.ree vr more homes.
21. The drvner sha11 negvtiate with the Gentra1Va11ey Schaol District Na. 356 and
subrnit a recorded capy of a doluntary agreement making pravisiQns for pubtic
schooIs prior to finaPazation and recording of chis plat. 'I'he agreement shal1 prowide
a written description of the suhject prvperry to which the agreement applies and also
state the doUar amaunt and any ather agz-eed ta rnitigating rneasures.
-Me Owner sha11 nDtify a.ny potentia9 purchasers who have made an agreexnent to
purchase propec-ry within said plat pursuant to the Revised Cotie of Washingten
(58.17.205), that adequate provi5ions for schoaI facilities must be made
conditioned vn a furure agreement ketween rhe plattor and the schvvl districT
Voluntary agreements between [he +dwner a.nd School distz-icc sha.ll conforrn to rhe
requirernents of the Redised Code of Washington ~Ghapter $2.02.
22. The Owner shall dedicate a 10 foot vride pedestnan/bicycle ,path via a,n easp-mesit
across L.ats 18 and 19, B1oc4c 1, in order ca pravide dareet access to adjacent Central
V alley SchooI Disr.riet praperry.
HEC Order far PE- i 751-94 page 5
. • , ~r _ ~
23. Ta satisfy rhe requirements of RCW 58.17. 110 that a subdivisiQn make apprapriace
pravisions for public parks, reereativn and playgrounds, the owner, at his optaon, shall
either dedicate land within the subdivision ar erttes into avoPuntazy agreement with
Spvkane County ta rrutigate rhe direct irnpacts that the subdivf sivn has an puhlic parlss,
open spaces and recreational facilities within the uninwrporated areas of Spokane
Caunty.
If the awner opts to enter intn a rrvluntar}i agreemesat, the agreernent shall be executed
prior tQ the finalization and recarding af'the plat and re.corded in conjuncnon therewith.
I'he agreement shaU be cansistent w-ith RCW 82.02.024 and substantiaily the sarrne as
ttTriae standardized agreement prepared by the Spoicane County Parks, RecreatiQn and Fair
De-partment. Frior to finaLizatian of rhe plat, the owner shaU advise any purchaser of
ProPe'rtY, as autthorized under RCW 5$.17.245, of the abligataan within the valuntary
ageement.
24. The finai plat dedication sttall canz.ain rhe followrng stacernent: "Lvt 21, BPvck x
shall be a non-buildable lot_" .
SPDKANE COUNTY DIVISIt]N OF ENGINEERING AND RpADS
Prior Ta Issuance Of A Buildins! Peranit br Use Of `E`he PraPcrty As Paraesased
1. The conditianal approval of the plat is given by the Cvunty Engi.neer subject to
ded.icafian of right-af-way and appraval of the raad spszem as indicated in the
preliminary piat of reCQrd.
2. 'I`hat plans, profiles, and crass-sectivns as designeci to County srandazds 5hoyying
proposed street centerline and curb grades shall be submitted to the County
Oi~censed ra~neer for appro►~al prior to ec~ns~ucaivn anr~lar the ~iling of each final pPat; roa~.
~s to tae prepared under the tiirectian of a Eicensed ~"rafessional Civil Engineer.
rair~age plans and desig~a calcula€ior~s shcawing tk~e ali~ment of dzainage facilities
a11 ~ submittexi to the Cor~nty Engineer fvr approval priar to cQns~uc6r~n anci/or
e~tin; ~rf the ~inal plat. ~7rainage plans to be prepared us~der the direcfiQn c~f a
Prvfessianal Ciail Engineer.
4, Canstr-uctipn within the proposed public streets and easernents shall te perfamned
untier the direct supervasion of a licensed engYneerlsurveyvr, whv shall furnish €he
Caunty Engineer wi[h "as-built" plans and a certifcate in writing that al1
improvements were installed ta the Iines and grades sherwn on the approaed
cons€rucrion plans and that al1 disturbed anorauments have been replacede
5. No construction work is tv te perfvrmed wgthan the existing or prvpnsed public
ri~ht-o~ way until permit has been issued by the Cvu~tty Er~gineer. Fl,lt wprk i~
subjec[ to inspection and apprvaal by the County Engineer
6, A1l conmetian within the exisfing vr prvposed public aight-vf-way is to be
completed priar tcr filing each f raal p1at, ar a band in the arnount estimated by the
Caunny Engineer trr cover the cast of con5tructiorr of improvernents, cQnS~ction
HEC Order for PE-1751-94 Paje 6
. ~ i-
, . • f
cert3ficatican, „as-built" plans and monumencing the street eenteriines shan be fi1ed
with the Counry Engineer.
7. AppTopnate provisivn shall be rnade that the follawinig-described properly be heid
in trust undl ahe condnuation ❑f the sta'eets be dedicated vr deede.d, a one (I)-f'aot
' strip ,at the ends vr edges of aTl streets that terrriinate ar barder the subdivision
boundary. (T'emporary cul-de-sacs are required when streecs ternunate at the
subdivisiota boundaries.)
8. Individual driveway access pernlits are required prior to issuance of abuiIdin g
permit for ririweway agpraaches to the cvunry road system.
9. L]edicat€on of IO feet of additivraa1 right-af-way alvng 32nd Avenue is reqeiired.
10. A statement shal.t be placeci in plat dedicarian r.hat no direct access be allawed fram
lars tv 32nd Avenue
11. Existing county rnads providing direct access to the ptat shall te payed andJar
curted to 5pokane Cvunty ssandards.
12. All pu'blic rQadS wishin the plat sha.lT be designed and conswcted to Spokane
County standards.
13. Sidewalks are required alvng the artenal(s) vn 32nd Avenue.
14. 'ne word "aPPlicant" shatl include the owner Qr owners of the property, his heirs,
assign5 and successors.
15. `T`he Cvunty Engineer has designateti Typical Roadway Secrivn Number Two,
Lacal Access standa.rd far the improvement of a11 intemal roads, which are tv be
constracted within the propased developrnent Ttus will reqnire the instaHation of
36 feet of asphalt- T'he constructinn of curbing is alsv required.
15. 7`he Cvunry Enb neer had desib ated Typical RQad►,vay Secrian Number Two,
Collector Anerial standard for the irnprvvemenc of the northlsouth 60 foat s[reet as
depicted on the preliminary plat of record which is to be constructed within the
propcased development. This ►~iD require the instalIation of 40 fee[ of asphalt. The
consrructivn of curbirrg and sidewalk is also requireti.
17. The Gannty Engineer has designated 5pecial Roadway Sectivn standard fvr the
improvement of 32nd Avenue, Wh1Ch 15 adJaCeTIt ta t}le pIIC}p(7Se~d (~eve]0pIlleilt.
This wilk require the addition of approximately varyirsg amaunts of asphalt alorag the
frontage of the develapment. The cansmuction of curbing and sidewalk is aiso
required.
I$. Trre propased su'btiivision shall be improv orth in Spokar~e
CQunty Bnard of Commissaaners Resoluti ~ ended, whiCh
resoluaon eszablishes reguladans far roads, apprvac e5, dralnage and fees in new
Cpl"i5[I'41CI1Qi]
19. The Caunty Engineer t~as exarnsned this de~velflprr~ent propc~sal arid has decemine~.
that the imgact of thls proposal upon the existing courrty road systern waa-rants che
HEG Order for F'E-1751-94 Fatre 7
. - . ~
dedicatian of addational right-af-way and the rraadway irnprovements herein
specified.
20. Ttae County Arterial Rvad Plan idenfifies 32nd AVenue as a principal az-teria€. The
eacisting righc-of-way width of 70 feet is not consistent with that specified ira the
Plan. In arder to imglement rche A,rterial Road PPan, an additian to the required
right-vf-vvay dedicatimn, a saip af property 10 feet in width a.[ong the 32nd Ar+enue
frontage sha1 be set aside in zeserve. This property may be acquired by Spakane
Caunty at the time when arterial improvements aree made to 32nd Avenue.
21. There Fnay exist udl'sties, either undergxound or averhead, aff't:cang the subject
property, includfnc, prnpeny ta be dedicateci vr set aside for future acquisit~an.
Spokane Counry assumes no fi nancial obligation for adjustments or relocatian
regarding these utilities. Applicant(s) shvuld check with the applicable utility
purveyor and the 5pakane Caunty Engineer to deternine whether applicant(s) Qr
the utifiry is respcrnsible for adjusnnent or reloeaamn costs and to m~.k.ke
amangernents for any necessary work.
- 22. A private t~ike path shall be canstn3cted to rhe property west of this proposei
~ subdivisian. Maintenance for this facility shali be grivate.
23. ~ A F]esign Deviataan is required priar to finai plat af the "Knuckle" locate-d nn the
sautFieast corner vf the pmposed pIat
24. A Mitigated DeternY.ination of Non-signifcarice has been exe.cuteti for chis proposal
dealing vvith a contributivn tv the future sigrtal at 32nd Avenue and Pines Road,
between the applicant and the Washingtan Departrnent vf Transportataan.
SPOKAN~ ~OUNTY I]IVISION C1F L1TTLITIES
- 1. Any vrater seavice for ttis prvject shall te provided in accardance- with the
Conrdinated Water System Pian for 5pakane ~ounty, as amended
2. Tfie owner(s) or successor(s) in interest agee to autharize the County tO place their
name(s) on aPetidon for [he formatian of LlLED by petiEiQn rane[hod pursuant ta
RCW 35.44, which petitivn inciudes the owner{s}' property; and fur-tther nvt to
object by the signing vf a prv[est petitivn aga.inst the fvrznation vf aUL3J7 by
resvlution method pursuant to RGW Chapcer 36.94 which includes the owner(s)'
property- FROVID£C7, this eandition shali nat prohibit the owner{s} or
successor(s) from objeccing to any assessment(s) mn the property as a result of
irnprmvements called for in conjunerion with the formarion of aULID hy either
petitian vr resolutaon under RCW Chapter 36.94.
3. Applicant shall ma.ke connecdan tv Public 5ewer System. 5ewver Connectian
Permit is required.
4. Plans and specificativras for the publac facilitae5l pnivate cannection are ta be
re`iiewed and appraVed by the lltilities Department. Spokane Cvunry plart
submittal requirements apply.
HEC Clyder for PE- 17 5 1-94 Page 8
_
5. Securit}+ shall te depasited vvieh the Lirilities Department fvr construczivn of public
facilittes.
SpOKANE C(7UNT'Y HEALTH DxSTRICT
1. The finai plat sha11 be designec3 as indicated on the prehminary plat of record aandlor
any attached sheets as nated.
2. Appropriate utility easements sha11 be indicated an copies of the prelirninary pPaF of
recard for distributivn by the Flanrbing Depaztment to the tidliry cOrnpanies,
Spaisane Caunty engirseer and the Spakane County He.alth DistricL Written
approval of the easerzaenrs by the utility cvmpanies must be z-eceived priryr to the
subminal of the final plat,
3. Sewage disposal method sha.ll be as authorizeri by the Director vf Utilifies, Spokane
County.
4 Priar to filin~ the final glat, the spansor shall derr~ans^~ate ta the satisfaction of the
Spvkane Couraty Hea.ltz I]istrict ehat an adequate and potable water suypgly is
available to each tract af the plat
5. Water service shali be caordrnated thxvugh the I3irectvr of Utilities, Spakane
CQUnty-
6, Water service shall be by an e3cisting public water supply when approved by the
Regional Engineer (Spakane), 5tate IJepartment vf Healrhi.
7. Privr tcr filing the final plat, the spvnsor shall present evidence that the plat lies
within the recQrded senrice area of the water system propased to senre the p1at.
8. A plan fvr water faciliaes adequace far domestic use, damesdc irragafion use and
fire protectaon use shail te appraved by the water purveyvr. Said water plan must
have teen appraVed by the fire protectian district and the appropriate health _
aucharities. The health authon'ties, water supplier {pwrveyor} and the fire protection
disvict will certify, prior ta the filing af the final plat, vri the face a£ said water plan
that the plan is in cvn.fonnance with their requirements and wi1l adequateiy satisfy
thei.r respective needs. Said water plan and cenifcarion wi11 te drafted on a
mnsparency suitable for reproducdvn.
9- The purweyor will also certify prior to filing the final plat an a copy vf said water
plard rhat appropriate cantracwa1 aarangements have been rr►ade with the plat sgvnsor
fcar canstructivn vf the wa[er system, in accardance wich the appraved plan and time
schedule. °The time schedule wi11 grovide, in arry case, fOr campletian vf the water
system and inspection by the apprDpriate healt-i authvrities pnvr to application fflr
building permzrs withir~ the glat_ The cantractual arran~ernents wilI include a
provisian holding 5gokane Cvunty, Spokane County Healch FJistrict and the
purveyar harrriless from claims by any tract purchaser refused abuilding perrnit due
to faulure vf the plat sponsor to satisfactorily camplete the approved water system.
, HEC C]rder for PE-1751-94 Pa;e 9
• + ~ i ' -
10. A public sewer syszern will be made available for the plat, and indi,Widual sezvice
will be grovided cQ eaeh lvtltract prior to saie. i7se of individnal on-site sewage
dispoW systems shall nvt be aurhorized.
11. A szalement shal1 be placed in the dedication to the effect that: "A public sewer
systern wiU be rnade available fvr the pFat, and individual servrice wi11 be prvvided to
each lvrltract prior to sale_ i]se of individual on-site sewage dispnsal systerns shall
nvt be authonzed,"
12. `Ihe dedicatory language an the plat shall state: °LFse of private wells and water
5y$t£'t1;15 1$ plri?h1bECed.e1
13. The plat dedicadan sha.ll contain a statement tv the effect that: "The gubur water
systern, pursuant to tze Water Plan approved by caunty and szate he.Oth autharitaes,
the local fire grotectian disvict, Caunty Buipding and Safery L]epartrnenI and water
punveyor, sha1l be installed within this p1at, ~d the appIicant sha91 provide far
individual domestic wvater senrice as vve]I as fire Pmtectian to each lat prior to sale
of each lat and prior co issuaaice of abuiIding pemnit far each lcat_"
SYOKANE Cai]NTY DIVI5YC3iV OF BUILDYNGS:
I. 'ne applicant shaU coratact the Division of Buildings az the earliest possibl, stage in
order Eo be informed of cade requii-ements adm.irsistered/enforced as authozzzed by the
State Building Code Act. Designldevelopment concerns include: Fire apparatus access
roads, fire hydrantlt7aw, approNed water systems„ builcling accessibility, construction
cype, occupancy classifcarion, exiring, exteriar wall prvtectivn, and energy cade
cegadatians.
SPQKANE COi,1NTY AIR POLLUTION CONTROL AUTH[JRITY
All air pallution reguPations must be rnet. This includes but is not Iimited tv the
following:
2. Air pollution regulations require that dust esrtissions dufing demvlarivrr, cvnstruccion
arid excavation prvjeCts be concrolted. I'his may require use of water sprays, tarps,
sprinklers ar susgensian of activity during certain weather canditions. Haul roads
shauld be treated, and erru'ssions ftam the t.ransfer of eanhen material must be
cvntrnnlled as wei3 as ernissians frcrrn a11 other constructivn reiateed activifies.
3. Nleasures mast be taken tv avoiti rhe depasitivn of di.ra and mud froFn, unpaved surfaces
onto parred surfaces. ~f tracking vr spill5 occur on paved surface5, measures must be
taken imrnediately tv clean these surfaees.
4. SCAFCA s€rongly recornmends that all traveped surFaces (inpress, egess, parking
ar~eas, access raas~s) ~ pa~+ed and kept clean to mzr~irnfze dust emissinns.
5. Soiid fuel heating deaice(s) shall meet provisians of SCA.PCA Regutarion I, Article
VTTi.
H.EC Order fvr PE-1751-94 - Paae 10
. , ~ - .
6. Debris generated as a result of this project must be dispvsed hy a means ather than
burning.
SPCli{ANE VALLEY FIRE rlEPARTi1~ENT
1. A water plara showing hydrarit locarivns will be required.
HEC (]rder fcar PE- ! 751-94 Page 1 l
ORDER
The Hearing Examiner Committee, pursuant to the above Findings of Fact and
Conclusion, APPROVES the applicauon of Bob Tomlinson for the subdivision of
approximately 44.69 acres into 127 lots for single family dwellings and those uses
aJ.lowed in the existing Urban Residential-3.5 (UR-3.5) zone as described in the
applicadon PE-1751-94 known as Midilome East.
Morion by: Jane Myers Seconded by: Donald Moore
Vote: (3-0) UNANIMOUS TO APPROVE THE PRELIMINARY PLAT
HEARING EXAMINER COMMITTEE
HEREBY ATTEST TO THE ABOVE FINDINGS, ORDER AND VO
HAIR
~
ATTEST:
For WALLIS D. HUBBARD
Planning Director
F~! JOHN W. 4 k-ERS.N _
~ Senior Planner
DATE
Pursuant to Spokane County regulations, any aggrieved party has the right to appeal this
written decision to che Spokane County Board of Counry Commissioners within ten (10)
calendar days of the signing of this order. Upon receipt of an appeal, a public hearing will
be scheduled. If you desire to file such an appeal, you must submit a wntten appeal,
preferably on forms designed for such purpose, to the Board of County Commissioners,
West 1116 Broadway, Spokane, WA 99260, along with a$210 processin~ fee payable to
the Spokane Counry Treasurer.
If you have any questions, please call the Planning Department at (509) 456-2205.
HEC Order for PE-1751-94 Page 12
/.SP~OKANE COUN'I'Y __-.'ISION OF BUILDING ANL WDE ENFORCEMENT ~
_ . _
1026 WEST BROADWAY AVENiJE .1 SroKAvE, WA 99260-0050
(509) 477-3675
,
~ SITE INFORMATION PROJECT INFORMATION ~
Site Address: 3511 S VIRGINIA RD Project Number: 00006109 Inv: 1 Issue Date:
SPOKANE, WA 00000 lermit Use: PE-1751-94 FINAL SUBMITTAL
Parcel Number. 45345.9119
Subdivision: MIDII,OME EAST Applicant: CLIFF SCHIvIITZ
Block: 5 Lot: 4 16520 E. SECRETARIAT
Zooing: UR-3 Urban Residentict13.5 VERADA1-E, WA 99037 Phone: (509) 9244297
Contact: NiIDIL,OME INC
Owner: CLLFF SCHMITZ 909 N. ARGONNE RD
Address: 16520 E. SECRETARIAT SPOKANE, WA 99212 Phone:
' VERADALE, VJA 99037
. 'ietbacks - Frant: Left: Right: Rear:
Inspector: DAN HOWARD
Water Dist: MODEL
Group NAme: Midilome East
Project Name: Midilome East 3id Addition
C rERMr,c(s)
)
LoltP Pl!!t Contrnctor: License
ENGINEER FINAL MAP & PLA $100.00 FINAL 29 $1,09200
Total Pennft Fee: $1,19200
~ PAYMENT SUMMARY Page l of 1 NOTES ~
COPY Processed By: WRIGHT, RAE
Printed By: FORRY, JEFF
Tran Date Recei~ Pavment Amt
07/19/2000 5806 $1,192.00
Total Fees AmountPaid AmountOwine
$1,192.00 $1,192.00 $0.00
SPOK~ CO~7N'"Y ] TSID~ ClF B` IN[~ A~ C:QT~E ~~l'F~]~tCEN~E~' ~
~
1026 WE5T BROADWAsY AVEI` • SPC]KANH, WA "2f'i(-0O5Q
(509) 4 -3675
~
srm INFoRmnnorr ; f II PRvP.= WoRmAr.m
SifeAdaress: 3511 svMGR41ARD E ,ojeCt r~~ber: 00006104 InQ: z Lime Date-:
, SPOKANE, WA 00000 't Qse: P&1571-94 ,FWAL SUBMLTrTA,L
$areel Number: 45345.9119
;
SubdWislan: MI1]ILaMEP,AST7Ni] ~ .'pPLrcant- CLIFF'3CFiWT"Z
EZo ek: 5 I.at: 4 ` 16520 R 3EGRLrrARIAT
Zon3ng: i3R 3 Urbati Residentis13.5 ~ VERAI]ALE, WA 99037 Phote: (5(39} 9?A-F2JT
~vner: CLIF~ 5CI~MITL ~ Cantac~: N![T3II,9Pv1E IVC.
949 N. AkdONNE RD
Addres9; 16520 E. SECRETARTAT SPOY-Q4X 17VA 99212 Pho=
VERADALE, WA 99037 6-etbacks - Fmt; Left; Right: Rea1:
lnapectox: DAN HUWARD f
Water Dis#: MOL7EI, ~
E
; Gronp Name: P& Y 571-44
' PrajectName:
~ PEhMMs} . - ~
.Ldng PZGrt Cmr,traet4r: i J Lire~sa N:
FW) $100.00 FIN.9.L 29 $I,M,00
TaIW FermL4 Fee: $1,192.04
I
f
e
~
~
PAYAf EV1' siMMnRY PaFe 1 or ~ b I NOTE.s _ - ~
PERMT Pt+ncessed By: FtM(3H'lr, RAE
Prlnbed Ry: CUNIldNCrS, KAM ~
Ttan Dste pAceipt # ftvm[ent Amt ;
7119100 58i}6 $1,192.00
Totsrl Fees AaeonntPafd Amov t m .
$1,192.00 $1,192.00 $Q.OU j
i
I
~
. ~
.
X Spokane 'aunty
Public Wurks epQrtment
I)ivi'son df Build~ ~ & ~'lr~nning
.Rec ' t
Receipt Number: 6806 ~IlatvmerNumber
iectit I
Pro
Full '
~ Pmt
Af ~ [~1~I1r PAID
Arniectll~br Inv Nbr F~~r~ ~ i e. +
DpUi]S1C39 1 $I,1~2~4,11 ss~l9~:jDG' $9,392.00 66
Tatal; s 1,1f~~ Q ~~►1,'f~0~41,:9,92.00-- $1,192.00
1VUsceUaneaus Itcros
7"atalPAl7J: $7,192.00
Tender
7~ppe, Cltec~r Acc~, - Ba7i~'Nr~;,~ . ;~'n~1►~~ TEIVl1EREI)
- , -
Check'f 1166 1,092.00
Check2 1987 ~AW':r 100.04
Tataf TENDERED: 1,1 92.00
4ver I{Short) $0.00
G'harnge $0.00
IVatPr:
Trari Drrte/Time: 7119l00 71;35:47 AM
By: KCumming
Logen T,1ser: KCUMMIN G
Srarian: iCCUMMING
()verride By:
Prinled: 71)910011:35r49AM Page 1 ojl
Department af Public Warr~
SM
;00%ney
Decemher 17,2003
Chuck Siinpson
Simpson Engineers
909 Nvrth Argonne Road
Spokane, WA 992 Y 2
Re: P-1751B Midilome Eas# 3rd Addition, Warranty Issues
Dear Chuck,
Qn Ju1y 2, 2003 the City of Spakane Valley sent a letter regarding cracked sidewalks in
the Midilome Fast 3rd Addition. AR thais time tke following lacakians still need to be
replaced privr to warranty bvnd release.
• 3525 S. Wvod.Pawn - 2 panels Y'
■ 3512 S. Wovdiavyn - 5 ganels ~
• 3507 S. Woad.lawn - 3 panels ~
+ 3421 S. McT)nnald - 2 panels ~
• Between 3508 and 3520 S. McI)onald I]irt to be removed and sidewalk checked ~
If you have any questians, please contact me at 688-0I85 or Satidra Raskell at 6$8-0174.
5incerely,
/Z-~4zxl/
Juhn V. Hohrnaur, P.E.
Senior Develvpment Engineer
cc: Midilame Incarparated - Fac #448-3291
Department af Public WorkS file
11707 E. Sprague • 5uite 106 o 5pokane Valley, WA • 99206 •(5i19) 921-1000 •Fax (5139) 921-1008
~
, ~s r or zxAet rti .+1Iftft~' -
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►°►d"hed ie tho aphalt PczuItY =dMh*d by tto C=* MatMal Lab, 11a
ratal amount im Tho fim cWcubdum wue kt 1 ia VVoodizuM lot
2 is 36th ol1 !ot 319 McDonald Is boW on Ow 2 in,
84d tho ~ raI~a~a ia the of ~ rcad
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Fram: 5tronks, Rarady
Sent: Fdday, .luly 12, 2002 1:51 PM
To: Chuck Simpson (E-mail)
CC: Nahman, John
Su6ject: Midilarne East 3rd Asphalt Penafty
GhuCk,
Attachad is the asphalt penalty c.alculated by the County Material Lab. 'Fhe total amount is $3,159.00 The fis^st
calcuiations where Iot 1 is 1Ncrodlav►m, lot 2 is 36tYr and 9at 3 is McQanald is based an the 2 in fihickness of each raad and
the second calculation5 i5 the rernaining 1 1f2 in gor Woodlawn far the tota9 of thickness of 3 112 in.
The penal#y r,vas based an Budinger's feld and 9ah test you provided.
The check is to be made aufi ta "Spokane County Treasurer' and sent to the Caunty Engineer Ross Fcelly
Should you haVe any questions [et me know.
Randy 5tronks
~
Ftw~s pwzflty on poe
1 ~Ae
~
Ran°s pen816( on
Poe ids
Tqwidng; Recipient Delivsry Rgad
Chuck 5irnpsan (E-mail)
Hatsman, John Delnrered: 07112128021.51 PM Read. 07115I2002 7'14 ANC
•
1
ASPHALT PENALTY 1NC)RKSHEET
PROJECT NA'ME & NUMBER: ~IVlidilvme East 3rd Add -
pRIME CQNTRACTORIDEVELOPER: NSir'npson Engineers
PAVINC CUNTRAGTOR F[3R JOB; ~Poe Asphal#
DATE OF ASPHALT PLACEMENT; ~5120- 5i21
"CLASS" QF ASPMALT MIX PLACED: Acp "A"
PLANNEID DEPTH OF MIX FOa JC]B: 2
BIa TAB PRICE vF ACP ($IYD'): $3.95
PERCENT DIL IN MIX DESIGN: ~5.aa°q
L?NIT CC95T C3F ASPH►4LT C?!L: ~$183.35
LOT # ~ TONS ~ RICE pcfI % RfGE I TUN5ND'i $ITON I QIa Penalty IC❑REo (v►nf)l Penalty
1 ~ 313 { 152.8 1 90.5 I 1.87 11 $38 09 F 0.1 1 n $905.15
2 I 313 ~ 152.8 ~ 80.5 M 187 ~$38.09 N 0.9 ~ $905.15
3 p 313 I 452.8 I 91.1 1 1.58 I$37.84 7 0.05 ~ 4$448.85
1 I 4 I I h 4
~ ~ I I I I ~
I I I 6 ~
I I M I ~ ~ I
4 y ~ ~ I k I
SU6 TaTAL ASPFCALI' Pr-FMALTY $2,258.94
CORING CFIARGES: 0 CI]RE5 @ $75 PER CORE $0,190
TOTAL PEN►ALTY $2,258.94
.
, _
ASF'HA►LT RENALTY W+aRKSHEET
IPROJECT NAME & I►IUMBER: IMfdilome East 3rd Add
PR1ME CONY`R4C7OR1QEVELOPER: ISimpson Engineers
PAVING CONTRACTI3R FQR JC3B: I Poe Asphalt
UATE OF ASPHALT PLACEMENT: 15/20 -51a1
°'CLASS" DF ASPHALT NIIX PLACED: lAcp "A"
PLANNED DEPTFi OF MIX FnFt JQB: 11112
BI0 TAB RRICE (7F AC'P ($JYD 2): 1$2.95
PERCENT pIL IN MIX DE51GN: 15.oo°ro
1JNIT CvST C]F ASPHALT QIL: 1$183 3s ,
LOT # ~ TONS ~ RICE pcf I °Io RICE I TONSIYD'I $1TON I °1a Penalty IcoREO (vrN)l Penafty
1 ~ 313 I 1528 I 905 y 1.87 I$37.93 I 01 ~ n I$900.12
~ f ! I 1 I I R
I I ~ I I 4 I I
6 I I ~ I ~ I I
N N ! ~ I I I I
~ I I I I I V
~ k I E f I !
SIJB TQTAL ASPH'ALT PENALTY $90012
CQRENG GHARGES: 0 CORES @ $75 PER CdRE $0.00
TOTAL ~ ENALTI( $900. 12
.
ry
,itrGnks, Randy
Fram: 5#ronks, Randy
5ent. Fnday, July 12, 2002 1:51 PM
Tv: Chuck 5impson (E-mail)
Cc: k-fahman, Jahro
5ubject: Midilome East 3rd Asphalt Penalty
Ghuck,
Attached is the asphait penalty calculafed by the County Material Lab. The tatal amaunt as $3,159.00. The firs#
ca1ClJIatICYf45 Wh@re Ipf 1 I5 WQC]dIaW11, lot 2 is 36th and Icat 3 is McDanald ~is based an the 2 in thickness of each road and
_ the secvnd caleulations is the remalning 1 112 in for Woodlawn for the tcrtai vf thlckness of 3 1f2 in.
The penalty was based Qn Budingers field and lab test you provided.
The eheck ds ta be made out to "5pokane Cvunty Treasuree' and sent to the Cnunty Engineer Ross Kellyr
Shvuld yvu have any questions let me know
Randy 5tranks
r_J
Fcon's panairy Qn Pos
9 A8
~
F7E~[[I'8 pP1S1Iy W1
Poe 7dS
Tqmidn9' Recipient Depvery Read
Chuck Simps[m {E-main
Hohman, Jvhn Defivered: 07112/20021 51 PM Read: 07i1512002 7.14 AM
•
1
ASPHALT PEIVALTY WORKSHEET
FRDJECT NAME & NLIMBER: ~Midilome East 3rd Add.
PRiME CONTRACT4R1DEVELOiPER: ISimpsa3n Engineers
PAVING CONTFtACfiOgd FOR JDE3: I Poe Asphalt
DATE OF IASPH►RLT PLACEMENT: 15120- 5129
- "CLASS" OF ASPHALT M!X PLACED: Acp 'A°'
PLATINED DEPTH OF MIX FOR JO8: 2
BIL3 TAB PRIGE OF ACP ($IYD2): $3.95
PERCE[VT aIL lN MIX OESIGN. 15-00%
UNlT COST OF ASPHALT UIL; 1$1$335 ,
LaT # ~ Tf]NS ~ RIGE pcf I °Ie RICE I T4NSfYI331 $17DN I °Ia Penalty 1,GOREO (Y/w)l Penalty ~
1 313~ 152.8 y 90.5 I 1-$7 q$3$.09 0.1 I n I$905. 15
2 a 313 I 1528 I 90.5 I 1$7 $38.09 0.1 y I $905 15
3 ~ 313 I 152.8 ~ 911 188 'I $37.84 G 0.05 ~ I$448.65
~ I f I I M I 4
1 I I I N M ~ ~
{ ~ I I I I k ~
I I I ~ I I l
5U8 TOTAL ASPWA'LT Pr-I►F'ALI'Y $2,258.94
CO}t1AEG CHARGES: a COEtES @ $75 PER CORE $0.00
TOTAL P'E NALTY $21258.94
ASPHALT PENALTY 1NORKSHE'ET
PF`tOJECT N►t#ME & NUMBER: ~Midilo►ne East 3rd Add.
PR1ME CO'NTFiACl'(]RIDEIJELC3PER: ~ Simpsan Engineers
P'AVING GONTRACTCDR FDR JOB: ~Poe Asphalt ~
D14TE vF ASPFiALT PLACEMENT: 15120- 5121
"CI ASS" OF a5'PHALT MIX PLAGE[7: hacp "A"
PLANNEa pEP~~ ~F MIx FOR JvB: 11112
BID TAB PR1CIE QF ACP ($lYC1'): 1$2.95
PERCEldT +[31L IN MIX oESIGN: 15 no°Io
UNIT COST OF ASPH►ALT QIL: j$18135
LDT #~~ONS 4 RICE pcf~ % RICE I TONSI1fD31 $►'TON I% Penalty I CDFtED (Y16a)l Penalty
1 ~ 313 d 1528 ~ 90.5 ~ 1.87 $37.93 ~ 01 I n ~$900.12
I I I I ~ 4 I I
I I I I ~ ~ I
I 1 I I I I
r I I I I I I
! 9 'l ~ l I I t ,
I 4 I ~ I I I
1 ~ I I I I I
SllB TflYA'L ASPHALT P`ENALTY $900 92
COFtING GHARC'aES: 0 COF$ES @ $75 PER C❑F[E $0.00
lOTAL PENALTY $900.12
.
6N im.~~~n 1='nOneers, II 1c■ RECE1 YED
CNIL ENGINEERS ANa LAND SURVEYDRS OCT 2 4 2001
N. 909 Arganne Road • Spakane, WA 99212 SFpKMEGWNIYENt`~_
(509) 926-1322 • Fax: 926-1323
TQ: C", CA It LLY, Z+zLaL
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Signed
~ impsan 1=-nc)ineers, Inc. RECE,VED
' GIUIL ENGINEERS AND LAND SIJR'VEYdRS OCT 2 2 `1091
N. 909 Argonne Read ~ SRokane,WA 99212
(509) 926-1322 ~Fax: 926-1323 sPoKau~ COLN r~ ErIGINEER
7Q : lt G,.+ ~cj~.n Y"i ra r
5UBJECT: ~+r44d ~ +v ~r-l -
DATE:~
r 5 s C'. 1 { L u -'T dL C. E:4;k $ ~ ~ '~r~ ~ ~ ~ I 4 t I'~f'~ ,w..y ~ l C.+~• Ca Y' ~
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17NI5IOF+I QF ENGTIVEERAVG AIVi7 ROAC]5 A I][VISION f.)F THE PUBI.IC WC7EtK5 ClEPAR'I'N2ENT
OCt9ber 18, 2001
Cl1uCk S11T1pSO11, F E.
Simpson Engineers. Inc
909 N. Argonne EZoad -
5pokane, WA 99212
Subject' P175 1B - MidiZarne East 3"`' Addition
Road and Ilj-air+age Plans - Su6mittal #3
Dear Chuck,
4Ve reviewed yaur Septenlber 27, 20411 submittal of the road and drainage design dvcunaents far this
project The follow'riig items still oieed to be addressed or resolved pnor to acceptance of the plans•
1. The note that states "nonnal swale slvpe" for the side slapes of the swales is unacceptable. Please
specify 3' 1 n7auinu«i,
2Please uerefy that sad or grass turf lias been specified far #he bottom and sides of the swales.
3. The basin rsaaps need to be renioved from the plans, and the pFan set renumbered
4, Tiie Erosion Goiitrol Standard Notes need ta incfude note ER2 from Appendix B vFthe
Curdelrnes far .5tarmwater Mcrraage ment.
Since these are relatively minor issues, yQU are authoriaed to submit mylars that include these reVisiQZs.
Qur departmen[ will revseiv the iuylars to verify the reVisirans before final acceptance ofthe plans Thank
yau for your atteiition to these issues If you haue aiiy ques#ian,s, please cantact Cindy Callan at 477-
3600.
Ssncerely,
.Tohn V. Hohiiian, P E
LlevelopmenC Services EngiaieerCMariager
Y~
eI
Cindy i3 C~.. an, E
P!an Reveew Eragineer
cc Louise Gustin, project app[icatat
Spokane COLsclty Plaruiiizg -
1026 W Hrgadway Ave 0 Spvkane, WA 99260-0I70 •(5pg) 477=3600 FAX. (509) 477-7655 [2nd Fioor] 477-7478 (3rd Floor) • TD❑ {509} 477-7133
L _ - - ~~~~IVED
*5impson 1='nqineers, lnc. SEP 2 7 `Uar ClVIL ENGINEERS Ie1Ni LAND 5LIRVEYORS SpOKAIlE RiMTvsD
N. 909 Argonne Raad • Spakane, WA 99212
{509} 926-1322 • F~: 9Z~1 323 S ~
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Tp: c~_ 1 4 aro ~ C', rti [F cL7 aEI`)K~,.~.CI~~,. L- r~
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SUBJECT: t c~,~ 4r~~ ~ c~ s~ ~ R~ ►~c~ P L-Zl&j 13
DATE: q/ Z-1
T Gi +rrr C: ..~~M ~11 L1 n
~t`~ ~~.1 6..L 410^ 1[~ V" 4.. i fS ;-A t' 'f 4z-r - CA-I.wij s
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Signed
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I7NISY(71V [7F ENGI[+dEER[NG A3VD R011Lt5 A L]IVISI(JN UF TFiE FCIBLIC WOIdif,S I]SPARTNtENT
August 17, 2001
Chuek SirMpson, P E.
Simpson EngLneers, Inc
949 N Argonne Road
Spokane, WA 99212
Subject Y1751S - Midilnrne East 3'd Addition
Road and TJrainage Plans - Submit#al #2
Tlear Chuck, .
We reviewed your 7u1y 20, 2001 subrnittal of the raad arsd tiralnage design documents for tus project Tt
appears iriax yau haVe addressed most of our comments from the Apn12, 2001 review leCCer Tkserefore,
we are now able to accept your submiYtal for review Ttae followuyg items still need to he addressed or
resalved prior to accepCance ❑f the ptans:
Unresolved issues from Ed Parry's [etter datea Apri12, 2001;
1 A statforung equation aiid straet name sign is needed where 36`' Avenue turras into McT]onald
Raad
2. Please indicate a stop sign at 36'~ Aveiiue
3. A cover sheet needs to 6e provided that mcIudes a viciruty map and mdex sheet. The 5tandard
Notes should be located on the cover shaet. Piease include Stau°tdard Note number 9 fram
Appendix B vf the Guidelrracs for Sdarmwcrfer Management, a.s tt pertaus ta ihis project
Qther issues that need to be adtiressed:
4 T'he current road design with the sidewalk adjacent to the curb is nQt ceansistent wath the 1999
Spakane Caunty Standards Please revise fihe design to ccrnfon-n to the Standards, which requares
that the ssdewalk be offset from the curb There wi9I need to be adetatl that snotivs d7e transsifiion
fram any eAisting sidewalks adjacent to the curb ta fihe new desigu Based on the new design, it
rnay be possible to locate the swales between the curb and sidewalk. This may also eZrminate the
need for tlae inlet-pipe-drywell system, which could tae replaced hy a dr}we]I if the dry«+eil can be
located less fihan $ feet froni the curb for rnaintenance purpases,
5 The measurement of pavement width in the 1999 Standards mcludes anly the paved width, not to
the back af curb. Ptease reVise the raadway crass-sections to conforrtti ta #his conMention. Also, a
- detasl needs to 6e prnvided if there is atransitior► in width fram exastiug roads to the propased
raads
1{Y26 W 6roadway AVe. • Spakane. wA 99260-0170 ■(509) 477e$600 FHX• (509) 477-7655 (2nd Flaqr) 477-7479 (3rtl FlQOr) • 2DD (509) 477-7133
6 PCease pravide separate basin maps for the pre- and post-cleueloped basins tha# clearly show die
basin bGundaries. Also, please clarify the Tc rvutes The basin maps need to be xnciuded as an
element of the drainage report.
7 It appears that the inlet-pipe-c3rywell design drres nat meet the Standard Plans (sheet B-19)
17rywells need to be placed in the center af the tra4ffic lane a.nd be located a minamum af la feet
ftom dhe inlet. F'lease modify the design tv confarrn tv the St.an&ards where necessary
8 Based on the design tv discharge stormwater flow from this plat anto exxstxng drainage facilities
located vn adjacent plats, please provide plans that shDws the facility design Tn additian, plea.se
clarify the exasting facilities on the proposed plans for this project. It is nQt clear how the flo►v
gex5 tD th~ dryNvell5.
9. The design of the swale system west o£ McUonald 5treet is unclear. It appears that Ctse vnly xzzles
ianto the sys~em is at the lawest point un the system Ho►na does flaw get anto t.he sinal]er swales
located approximately betweert stations 38+50 and 41+507
10 Please Verify that drivewa}y 'smperviaus area is incIuded in the `208' calculations.
1 1,Please veri£y where tYie flow discharges from curb inIets #4, #7 and 410 There does not
appear tQ be a swa9e lvcated at the discharge point
12 The length of the swales needs to be shvwn on the pians.
13 Bamers neecf to he shown at the end of dead end streets.
14. Please Lnciude stationing equations at evety nntersectiQn
15. The wheelcbair ramps need tQ be labeled
16 ErvsiQn and sediment control p3ans need to be submirted
17. Please provide a 6earung far ewery praperty line on the lot plaris Alsv, the units need to be
incPuded with eVery distance vaPue.
ThalZk ycru far your attentioiz t4 these issues I'Fy4u haVe ai3y qLle5t1pt15 about tW5 I'eVlew, plea.se cantact
Cu3dy Callan at 477-360(]
SLnceeely,
Tohn V. Hohmaii; P.E.
DeveZoprrsent 5ervices EngineerlManager
Cindy I] Callan, E I T
Plan Review Engineer
ec: Frolect Spansar - L,ouise Crustin
Pro ect Coardmator - Spokane Caunty Planning
' RECEIUED
JUL 2 a 2001 6ampson EnginQers, Inc.
SPOKANE COUNTY ENGINEER
CIVIL ENCINEERS AND LAND SURVEYORS
N. 909 Argonne Road • Spokane, WA 99212
(509) 926-1322 • Fax: 926-1323
To: ~ d Po;41 fkt-i _S c,,~ Clo. EhA~nc--cfs
J ' J
SUBJECT: NAtcl, 1.,,t Ed S4 3112 6\ rl.,4.. 1-7 51 '
DATE: -7 (t-7 Ioi
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PROJECT # P i75/ 8
aubmi i iAL iF
tit I UtifV I U I,UUfV I Y tfVVIlVtthi
Signed
RPR-06-20130 16:49 5I"PMN ENGINEERS 509 926 1323 P.01r62
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P . ~ fttvdid 1114d
~
&-MpSan En9ineeTs, Inc.
N 909 kgonne Road
Spokarte WA 99212
Phane 926-1322
Fax 92fi-1323
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.
i•
S P CD K A N E G O U N'F" Y
nnnsION a~ ENcrNEERnvc Arr❑ ~oAas A BIVL57DN [?F THE YUSLIC WORKS C]EPARTM&N'f
William A. ]o}-u1s, P.E., Cauntp Engineer
Apri12, 2001
Chuck 5irnpson, P.E.
Simpson Engineering
922 N. Arganne
Spakane, WA 99212-2789
SUS,TECT: P1751S - Midiiome East, 3'd Addition
l.'t Submit#a1
Gentiemen:
We haVe cnnducted a cursory review nf your March 29, 2001 submittaI nf I)e.sign I7ocuments for this prnject,
and we have found khat the suhmittat generally does nat r,anf'arm ta the requirements of the 5pakane Caunty
StandQrds ,for Road and 5'ewer C"on.structiora or the Cruide2anes,far S'torrnwater 141rrnagement. We are,
therefore, unabie to acrept your submittal #'or review at this time.
Our abservations are noted on the enclnsed listing. Please do nqt ronstrue this listing as being comgrehensirre
If you have any questions about this review, please contact Ed Pacry at 477-3500. Thank you.
Sincerely,
Ross E. Kelley, P.E.
Spokane County Engineer
~ ~-F'
Edw+a~T. Farryy, P.E.
Plan Review Engineer
etcl.• Design Dncuments - glans
Comments (1 Page)
cc: pmject tite
reviewer (comments only)
Sponsar: Lauise Custin, Midilame, Tnc., 1400 Nvrthwond Center Court, Caeur d'Alene, ID 83814
1026 W. BrQadway AWe. • 5pokane. WA 99260-0174 ■ (509) 477-3600 FAX {509} 477-7555 (2nd F1oor) 477-7478 (3rd Ftoor) ■'I'L3I]- (509) 477-7133
~
C'huek SimpsQn, P.E.
P1752B - Madi[ame East 3'd Addition
1°t Submixtal
Apri12, 2001
Page 2 o£2
i 208 i.,ot P[ans
o A sectian detai! needs tQ acaompany the L.ot Plan for each lot witn a water qua3iry treatment (6420$")
swale
o The P.E. Starnp eacpiaation date needs tv be compieted
• Galculativns:
a Thi e P E Starmp expiration da.te needs to be campleted
o E3asan areas in the calculafians need to he cQordinated witih the grading brealc point statians an the
plans
aThe Basin Map indicates that Basins B, C, 3rid J d15pD3E (1f fllRCJff rTD[Tl ofFSife a[ea5. TheSC b351t75
need to he evaluated st Uhe 50-year eaent
o Da the 248 r+olume calculations Gansider the conuibuting sidewa9k area?
■ P[ans
o A statianing equatiarr and street name sign is needed wnere 36`h Avenue tums into Mcl7onald Road.
a it appsars that eross-slvpes at the 36h AVenueAMc1]onaid Aoad transitinn may not rneet the 2°!a
minimum, and may exceed the 4,5°/a maycirroum. If so, the County Engineer will need to apprvVe s
I7esigm Deviation Request fbr ihe sub-standard cross-slvpe_ Piease check & resalve.
o Waocfiarvn is an arterial-raied road (please refer fia Engineer°s Cancfition #ld (1994)), Please sndicate
a Stop and Street nama sign at 36h. Fa►+ement section thicicness will need to 6e determined using the
A4SHT{3 design merhfld, unless a TJesigmm Deviation is appro►+ed.
o A vie6nity map and sheet andex should be pr4vided
.
/
CLARENCE E SIMPSON
,
V ~~~~ne'P,rrs~ ~nc. 1901-1987
RICHARC] L. SIMPSDN
CIVIL ENGINEERS ANQ LAND SURVEYORS CHARLES E 59MPSOfV
FouNaEo lgas
L)cenced rn Washingion and ldahra
N. 909 Argonne Road Spokane, wA 99212 REC~IVED
(509) 925-1322 Fax: 926-1323
MAR 2 9 2001
SPOKANE CgUNTY ENGINEER
March 2$, 2001
Edward J. Parry, P E.
Spokane C4unty Engineering Dept
1025 W. Brvadway Ave.
5pvkane, WA 99260-0170
SUBIECT' P1751B Midilame East 3'dAddition
I]ear Mr. Parry,
I atn subrnitting prints of the propvsed street and drainage plans, and acopy of the drainage
calculativns for your review 7 haVe a.lsa included capies of the 8-1I2" x I 1" lot plans, a print of
the plat, a pnint of the water p1an, and e.opy of the inapection agrreement between the deueloper
and engineer.
Sincerely, -
Kedin McMulkin, P E -
Enci. prirAs or~ ~ ~lans
(1) corr or~mage ~~iatiom
(1) conx of 8-1 r2nx' xry i~ ~lans
(1) pnn1 aS'plat
(1) Fnnt o£watea,pIaa
(1 ) ccrpy of ins~Lu- agec;mmern
FAX CovER sxEET
S_ -_.ANE CQTJNTY ENGINEER'S C}FFg.,.~
. • . ,
1 026 W. Broadvvay Avenue, Spakarie, WA 99260 Phone: (509) 477-3600
Secarad Floor Fax # (509) 477-7655
~ 14
DATE: [ 41113LVdD F AX # 40fa - 490, 0Z3 ~
TO: GVWL ?-,C,
COMPAI'Y; :6kA~ &(.ErjWa4 ~
CTTYJSTATE:
Nurnber of Pages (incIuding cower sheet): ~
FROhaT: ~ iAa _ p V.
1ti -
MESSAGE: ~,~x~.• . ~ :r~ jt4d cu,7.
r6cca►r~~ a'4. ff"e Ad'ew,
V
~
d:~4
- RECE1VED
RE4~UEST F+DR DESIGN DEVIA'1'1[)N .1 UN 19 2000
$30.00
DATE ~KN4i'c~~vwY E~ IGINEER
ROAI] NAME 366' Ave, and McDanald St. CkPJRID #
NANE OF PLAT _Midilame East 3`d Addition Plat # P1751 ~
ADDRESS OF aLDG NA ~
NAME OF BLI?G PRQJECT NA BLT7G # B9 NA S 34 7 25 R 44
FEDERAL,1 STATE PRO3ECT # NA PRC3IECT LM'I'S
EXISTING CON3ITI4NS: 'PR[)Pt]SED IWRL}VEM,EWTS.
RUAD V4IDTH 1vTvne 36 fl.
ROAD S[]RF'ACE 1Vnrie 2" ACPf 6" CSTC
AVG. DAILY TRAFFIC U D- 200
Current Traffic Caunt Design Year Tr'aFFic Cvunt
PROJEC7' DESCRWI'YQN 36T" Avenue antl IVIcI3ottald Street
PRQPOSED IlESIGN DEVIATIqN ll Canstruct "knijckte" at intersection of 30'' A❑e and Mc7nnald Street
2) Construct lecal access roads without sidewalks
3U5TTFICATTOIti:
1) "Me "lrnucklc" is a carnbiration nf a tee intersection and a cuI-cle-sac When the nrctimirrarv nlat was ariL~inal v designed ttvs
method was an acocniable design McDpnald St, wlll not cxtcnd to sauth due 1o prnnnsed P UD. to savih and 36h Ave. will not
extcnd to east (eemeterv io east). Ttaerefore, a tee zntersectivn with dcad end rnacf tn sauth or east would lr, of na advantaec. The
"knuckle" intersection wilI be vn lncal access streets with nosted sueed lrrriits of 25 mph. The "knvckle" interscctian will provide s
ttaminp- radius equal ta or ereater than those found a# ather intersectaons uQ the vtat. The "kriuckle" mtersection is acceptable to
5mkane Countv Fsre I)istnct Na. 1 fsee attachad tetterl
2? TtuS is the last nhase Qf MidaIome East sulxlivisian. Sxdewalks have nnt been reauire.d ar canstruclcd on local access roads iri the
nrevaous Dhases S"rdewalks will be eonsuuc[ed as required an the r,allector arteriaZ Woadlawn Drive.
SUBMf TTEI] BY DATE
ADDRESS ZIP CODE 9- 9Z 17
PxorEiq 17 AalYIINISTRATIVE VARIAIVCE FEE OF $30.40 PAII) TCl SFOI{ANE CD[TNTY
1026 wBxo,vDwAx, sPOknNE wa 99260-0170 PHOivE (509) 477-3600 FAx (509)324-3478
$ RFQI7CSTWFU NOTSE REVIrWEI) W7THC1iJ'f FL}IVI35 °
cASH/E~& # i0-N15 REcEIvEDBY DATE fR 1-4 CU
d" W 'e~? a
0 DESIGN DEVIAnQPI ,
STAFF RECOMMENDATIONS '
--r I: G~ C7 ~ M el-t At_- . iStvOl U r'.r' D A[ -I Oy-S ' Ct3ON-6~` .
co0 it [-f] ist5
Approved Approved wl canditians Nat Approved { 1 ( ' , y ~ ~ ~ ~ (54 W(K )
F'raject Manager bate
~~w~. ~,c~ ~]~i►~-~, 'G~T~ ~ ~ t r~~~-~. K S ~~R ST►~a.J't~~~ ~ ~~..Tr.~-~.y
uz tfi i t-& ax-s7r , V~4o r c.r c.~►~.~~ --A-10
u►c~~S.+4~ ~ ~ ~ r+~~.~trfr,►-~
Approved Approved wf conrlitzons Alvi A ►ed 7
- , ~ o,~t manag . f ~'.mgz= - Date
Approved Approved wl condztions Not Approved
41fions Engineer Date
SPOKANE CQUNTY ENCeIi+TEER'S
UETERMINA'TION: ,
Approved wJ no conditaons Approved as recommcndtxd ahove Nat Approved
~
Spokane Cr~~uriy llaie
F Reer
_ . s R'EV
~ ~
~ubmFttal Check-list _~~MG0UH1Y,EN ;
for Road & IJraamge Pz-ojects i3 Spokane CounfY y P1atslShort Plats
Th3s Submiuaf Checklast is to be carnpleted and signec bv rhe 5pofasor sErgineer, and Included svith each ~lar
su bnarnal zr.to th e Sooknne Co icnty Enginepr.r 0,~Jjce. 11" this jarm :s n o t fu11y comatetecr' and sao ed, ❑
a nar
submit plans crrad calculcrtions to 5~okane Couniy for revaew and acceptance. lracamplere su'Dmitrads wt?I de
returned and wr21 cause urznecessat~y detays for your cIient
Prvject Naine: M 4; 1cwn e_ V-0. s+ 3 1~-D AAd i +iVh
Spolc.arle Cnun~: ~'roject P~o 6~5 1~ DaLp: 9
1`~~ l
Proj ect Enaines; • Si m~ ~ o'~ ~h o ue: l~:s D9) ( ° l 3Z~
Project Sporsnr $olb Tch, iin scrp% Phane:
A. Prelicninary Prvcess
Pnrsr Co Submrttal or Raad and Dratnage PIans, the £aDcyw'va; Nvent are to have already aceurred:
s'°t v.~he::ising ewch ltem offshcrsvr ae2ow, you ure stnnrrg thrrr ycru hm'e verafiea' these events/items hcrve aeen cair:ptered.]
f~ ~Adontaoa of a Hearmg Exarnsner'S R.-port f4r tlus 14qg Alat csr a Planuz~g Report for this shar[ -olat ~
At Ieast oae Pre-Desazn Meeting has been heid with County staff at the Engizeers Uffic:. ~
~ An BLAgreement to Fay Fees" has been signed by the project spansor, and sszbmitted to the Gounty
En.aineei-s Qffice. `
~ A Ctianne ition P1an (e.g. sipnina aud sffiping plan) af public raadway ianpravemeuts, ha~ beea `
coordi.nated and c:;scussed with the Cauuty ~ngmeers 05ce.
B. Road and Dra.inaae Ylan Submitta] X
The iterns ]is-ted below ar° to be prvvided as a minimum with a road and drainage plan sub,rutial. Adainanal
i.nforziation may be requirei to demonstrate tinat the pFans rneet afl applicabIa standards.
I'.$y eheclcing "yes" for each 2te►n shotivn below, you ure verijy+rng tha: these items hcaue been cornpdered cind are incIuded
in lhrs submittra2. Fear anv boz checked "nIQ", ❑ written jarshficrrtran of trny amissians at the end of thIs seG."n fs
required_J
Item I]escription -
f, X yes Road and dramage plans, twa print sets. {Cemfication stafiement an caver of pIaiis} 0 yes )Z nfa One set of plans on 24" x 36" mylar mer~ia; or C~ electronic file -.DWG or DXT forrnat
X, v~s Each Plan 5fieet of recard Ls signei and dated by tlne grojGct sponsor.
~ X~ yes The road and d-rainage d--ssgn meit*s the requirwrnents of 5eate law, WAC 196-27 rega;dmg
"G{7nfflrI113ty Wlth aCCEj7ted 5I8.C1CaFd5"= thai 15, the deSfgil feF~ects thE ` j"'f.3tE 0f Che Tr7rartirQ"
f{?t thE pf0pa5:d C.O[SCEpf.
.5- X yes The plaas, I]raj.nage ReporC, basin map(s), and any other calcillatiaw are starriped, si~~d
ana ~ ~ Stat-e af washington ;
~ ye5 I❑ nla Dr°a,.inage Report, ~a sefs. Ta 'ctude- basin mmp(s), tirne of eancentration rautes in basin
_ rr.ap. add Certifica.tson statement csn oover oi repart a.nd ba.sin raap-
`7. ~ yes ❑nIa Geotechncal Report, ane set, (Irsclude afl saiF tvst pitJborar,g logs.) -
J3. yes 0 n1a Stnu ctural FavemeRt C31CUiauons, One set -
9, 0 yes )k n1a Cross-slnpe gsads calculataons - for roae widening prvyec:s,
~ ~
~
Ttem L7escriiption
9e. ~ yes C nla tvTaintena.nr.e Ivlarsual and Sinl;.i.ug Fvnd calcuIations far drainage iacilzties Iocated vutsfde of
County raad right-af-wav. L a~~~~e ch +irnml P1+z+.
11• 'A Yes d rsla Written explanatiam of whalwhat entity wiIl be respansible for rsfaintainin; drainage facihzies
which are Ipcat.c-d nutside of pubbc road nght-of-wa}l, and that tiae plan is accepmble ta the
Counry En,qneers C]ffice. Lcwnquc+,_9e- On f ihd1 -piai.
12- 'A yes ❑ nla Channulization PIari, or s]9=g and striging in.forrrataon provided in the road pla.ns To be
~ PncPuded 'm road and dsaina.ge Flan set jne-11AAe.i pH S}t'e-e+ p l wns ,
13. )K Yes Q n1a I have read the Hearing Examiner's Report {long piat}, ar Planning Dept. Findzngs arzd
Conditi❑ns (short plat), fox tb.is proiect. The design meets the canditions i.a the repor[.
14. 11 yes nfa Copy of Approved Desigl Deviations.
15. 0 yes X nla FLre District Apprvval, for private rvads. .
1s: X yes 0 n1'a Lot P3ans. Required for anY Iots vvith drainage easements and which front a puialic rvad, ar
for i:,ts whicb r(-,ceive and [reat runoa from a public right-of way.
1-4 , Cl yes ~ ala Any applieable 5tate aud Federal perm.its ha.ue besn ahtained. (i.e. I-2-A, JPRPA, etc.) For
Pesrnirs wi#h conditsons, a copy of the pernnit and conditions are iIICludeci in the plan
suhittittal.
15. yes 0 nJa Inspeelaon Agreement between the sponsor and its eagineer. 19. ~l yes X' nia Far off-site ea.sements to he granted ti) Spalcane Caunty, the fotiowino, items shall be
included: Iegal descriptian, exhibst, and prvof of ownershiP-
Z'0. yes ❑ s31a Erosion Control P1an, requixei far "Majar LandaDisturbing Actrvity." To be inciuded un the
road anddrainage p3an set. S~~ Ervsi~ah Gt~K}ro ! No1~es vn sheet ~~5.
Explanaiaon €ar any items Iisied above wtuch are not included in -dus subrnittal: S e.e A+t a c6Yr► P-h+
(NC7iE: ail IllSilffiCleflt Ji1stIfiCatiOA o{ Why 3I1 It0Il1 PVaS IIflI ZIIClud@d 1II thE 59.1bffi1IICd, b3 1nCUmpIeCe dOC:11II3ent5, may rmvlt
in the subrnittal being retumed without review or wiihout accegtance. gravide anar.,hments zf aeczssar3r.}
Ey sigsung beIaw, the engneer is stating t.hat the infvrmatiom prorrided in the subtriittal is camplete, that the
informatiQn provided in the Submittal Checklist is accur-ate, and the pla.ns and calculafaans are in acccsrdaric: wit,h
the Spalcaaze Caunty Standards far Road & Sewer Cortstructian, a.nd the Guidelines for Stormwcrter
Mrrnagement, except where an appraveti Design I]eviation allows otherwise,
Engineer's SignatLire: . Z' - n Date: 9. ,~22/0I
Engineer's Name: C ht,~ ri 4i .g dn ~~an.
{please print}
f, f there are any questrorrs ab❑itt thrs form or crvprapriafe procedaires, please sa1T Developrnent Servaccs,
.5pakane Coarnty Public Works, crc (5[79) 455-3600
For 5pokane Caunty Use OnIy
Submittai Na- Caunty Plan Rewiewer•
❑ Accepted m for Review or Construction
❑ Retutned tcF the enzineer without reviedv ar►dlor acceptance, See attached letter of explaraation.
Processing I]ate:
Submzttal Checkiist . ~
5pvkane County Pubhc Warks. ApriJ 29, 1998
~ a
, S11bm1ttal ChCCkliSt
for Road & Drainage Projects in Spvlane County - PiafstShaz-t pPats
Project: Midilame East 3rd Additian
Praaect Engineer SimDsQn Enaineers, Tsir,
Project Sponsor BQb TomTinsan
B. Rvad and Drainage Plan 5ubmittal
Explanation fvr items wiuch are nat included in this submittal (box checked. "nfa").
Itern One set of plans an 24"xa 6" mylar medza wi]I be submitted vnce the plans have becn appraved by
SpQl:a.tie County En6neers
Itern 7. The soil onsiCe is classified as CrrnE, Crarrisvn very gravelly loatn, a.nd SxB, Springtiale graveUy sandy
Ioarn, deep Use vf dr}+vaeJXs is preapprQVed by Spakane County m these typ€;s of sails
Tests by Creotechsical Eragineer substantiates tha.t saAs found at site are gravels
IieTIl 9. The p1at dDe5 E1C3t ffpnt an eXlsfL[kg CC+t1I1ty r0ad. Th0LefOTe, no street widening is required ar cross-
slope grade calcuiatiores.
Item 14. 1Vv approved design deviativns.
Item 15 No priva.te roads are planned £vr thtis plat.
Item l?. Na State or Federal permits are required
item 19 Na off-site easements wiU be granted to Spvkane GountY.
~
~ . -
, •
STATEMEN7C OF AGRE]E1vIENT
tb.c''Sponsor', has entered 'uito a
contractual agreement with ~ 1 Pn 0~,r,~1 the
` J
"Enoineer", to providu cngineering services for fV~ L a i, M-A-
Spokane Counry Project# ~ l1 51 8 .
1. The minunum scope of these construction engineering scrvices includes, but is not
limited tn:
a. Daily observation and reporting of construction activitizs on this project;
b. Maintenance of all construction records relatea to this project, to include, but not
lim.ited to, daily inspeecion reports, manusaccurers' ccrtifications, material test rcpons,
and correspondence;
c. Assurance that the constTUCtion of the roads a.nd appurtenanY drainage facilities is
according to the certified and approved plans accepted by tlze Spokane County
Engineer, Spokane County General Provisiuns, the Standarci Specificaciuns, and
applicabie portions of the WSDOT Consuuction Manual;
d. S taking and monumentation
e. Development of Record Drawings; and
£ Testing of c,onstruction materials for eompliance to the plans accepted by the Sgokane
County Engineer, Spokane County Genzral Provisions, thc Standard Specitications, and
applicablz portions of the VVSD01' Construction Manua.l,
all according to the edirion of the "Spol:ana County Standards for Road and Sewzr
Construction" gav`rning t}us project.
2. Prior to acccpcance of the roads and drainage facilities by Spokane Countv, dze
Engineer shall submit all construction records and the Record Drawiags to the
Spokanc Couniy Engineer. •
3. The tatal estimated cost of thcse eonstruction engineering szrvices is $ u: DOrJ
c
~
Own Engineer a""g, ,~~-~.1►~
Date Date 3 ( 2-7 i
Submittal Cheekllst
for Road &Drainage ~'rajec#s ~Spokane Cv~#y - PlatslShort Plats
- 2'his Su6mittcrl Checklist rs Eo he crrrapleted and signed hy fhe Span,sor's Engineer, and include,d svirh each plan
submrttal irrro the Saokrrne County Uzg-ineers C?ffrce If this farm is not fudly compdeted and signed, do not
su6mzt plans and csrdculcxtiarrs [o Spokane Counfy for F•evrew and acceptance. Incamplete subrn3t,taIs wrl2 be
returned crnd wilI cause unnecessary derays for your clien[. R'~~~~VED
Prvject Name; KkAa l omet EO.s# 3 R~ A d d`► v~, ~IJL-2 0 2001
, ~,f
Spakane County Praject No. ~~5 i~ I7ate: Z, I~ UMM
-
Prvject En6neer: ~irhtfS~n ~ria~}' ~~.+~1r~: 7~Y►c, pyorjG:
Project Sponsor: 1BOD Tvv+, l itisah Phone: t - @ o 0-6zl- 3~4.3
A. FreIirninary► Process
Priar to Subrn.ittal af R9ad and L3rainage PIans, the foilowing eveats are to have aUeady occurred:
(By cheeking eRCh rtem offshown below, yau c3re sfatrng thatyau have ver~f ed these even[s/items have beerr evmplered.}
AdoE)tiom of a Hearing Exarniner's ReperC for thss lnng plat, ar a pfanniag Reprart for this short rriat_ '
~ At 1east one Pre-Design Meeting has been held kvith Graunty staff at the Engineers Uffice.
An "Agreement to Pay Fees" has beeat signed by #he projeet spansor, azid submi#ted to the Gounty
Engisaeers Clffice.
~ A ChanneIization Plan (e.g.si2jpZ and sdriQing plan) of public roadway improvements, has bmn
coordinated ana c!iscussed with the County Engiseers Office.
B. Road and IlraSnabe P1an Sutrmittal
The ztems listed belaw are ta be grnvided as a minunum with a roac[ and drai.na.ge pPaa submi~. Additiana.l
inforrnation may be required to demonstrate that th€ plans r,neet aIl applicahle standards.
(B3' checking yes", far each rfern shotivn Selaw, you are verr'f}~ing fhat these rtems rncluded
in [hrs submrttal. For any box checked "rrlQ", a written justrfrcotrarr of
requ2rEd} r ~ R1 ~ I NAL,
~r~ ~r;;= ra.~ r ■
• ~ ~
Item TDesCriptinn
Yes Raad and drainage plarLS, twv print sets. ~~Certi~cati o ~
' z. ❑ yes ~ n!a One set of pIaass an 24" x 36" rnylar media, or CAD e ectraruc e Msrmat
S. X yes F-ach P1an Sheet Qf record is signed and dated by the project sponsor
4. ~ yes The raad and drainage design rneefis the requirements of 5tate law, WAC 196-27 regarding
"conforn3ity with accegted standards"; #hat is, the deesign reflects the "state a£ the praclice„
fQr ihe proposed c.oncept.
5, ~ yes The pEans, Dr?T~e Repart, hasin map(s), and any other raiculations are stamped, sigied
and dated hY an erzgjneer licensed in the Staie of Washington.
v• ~ yes ❑ n1a Drai.nage Repart, sets Ta include; basin map(s), time of cflncentratiQn routes in basin
map, and Certificatson staternent on cover of report and hasin map
-7. ~ yes 0 nla Geatec'tu~icaI }Zepart, vne sei. (Include au soi.l test pWbarung lotzs.)
8. $ yes fl nJa Structural Paverrserst Calcuaations, ane set
9, ❑ yes M nla Cross-slope grade calculations - for road widenirag projects.
.
Ttern Description
6~. -9 Yes 0 nla I1'Iaantenance Manuai and 5mlsing Fund ealeulations far draiiaage facihties Iacated outside oi
County raad nght-af-way. L- cLvtg kAm c eoh 'f inat pl At
'A yes ❑ n1a Written explanation af whalwha.t eritit}+ wili be respcarasible for maintaming drainagge iacilities
which are Iocated autside of public road raght-of-yc-ay, aad d,ai the plan is acceptable tn the
Caunty Engineers Dffice L., a►n q uaSe vn ii ha l-pia*,
12- %yes Q n1a Channelization Plan, ar sigriin, and striging infamsation provsded in the road pians To be
mcluded in mad and drairaage nlan set. a i5v%i nq i s%c.( uAed oh 5+t`e, e+ plans ,
13. X Yes ❑ nia l]ave read the Hc,=g Exanvner's Reparc {long plat), or PLmniBg Dept. Fiudbngs and
Conditians {slnart plat}, for this pro;ect. The design rneets the condi[ions in the repart.
14. 1:1 yes ~ nla Capy vf Appraved Design Deviatians ~
15. 0 yes ~ n1a Fire I]istrict Aggrovai, fvr private raads. 16. X Yes 0 n!a Lot Plaas. Reqnired for any Iats rvith drainage easements and wlucb frnut a pubbc road, or
far 4ats wiii:.b r~,celve and a-cat runori irom a public ngbt-of-way-
1-7, a yes 9 nla A.ny apglicable 5tate arrid FerieraI permirs 3aave 3seen ohtained. (a.e. IJPA, 3ARPA, etc.) For
Pemiits with cnnd.itians, a cogy of the permit and ccinditivns arre included in the plan
submitral.
yes 0 Fs1a Inspectiaa Agreement betveea the spansor aiad ats engmeer.
El yes )K n/a Far aff site easements to be gF anted tn SpDkane County, the fa1irawing items shaE be
included: legal descnptian, e.ckibit, and proaf afawraership.
XO„ ~X yes ❑ nla Esosion Coatrol Plaq requueti for "Majaz Land-Disturbing Activity." Tv be inctuded m the
road and cirainage p3an set. $e- e- IE lrD 5ioh coK+r-g I Nw#eS Dn SheP # 5af 5,
Explanatian for any items ]isted above whieh are not Lnciuded in tbis subrnitta.l:
Se.e A0ackme-v,#
(Note: an ussu.fficient justifir.a.tion af why an item was not lncluded in the submitted, ar incoiuplete docurnents, may resu€t
in the submittaT being returned without raview nr withaui acceptance. Provide aitachmeats if necessary.)
Y
Sy signi.ng beiow, the engineer is stating that the infarrration pravided in the submitta] as camplete, that the
in,foranation prvvided in the Submittal Checkhst is accurate, a.nd the pIans and calculations are in accordance with
the Spokane Ccsunty 5tcrndardr for Road & Sewer Carastsasctian, a.nid the GuideIines far Stormwater
Managernerrt, excegt where an approved I]esign 13eviatipn allaws othervise.
T ~
Engineer's Signature: I., . Date: 7. .
"1 7 ~ a 1
Engineer's Name: Q.9 F.° . 2'g 'o ~ 0VN
(plea5e pnnt) ~f there are Qnv quesh[7r.S [1bo7rt 1h15 form or apprapnate procedrres, please ral2 Devefopmerrt ,Servrces,
Spakane County PuhIac Works, at (509) 456-3500.
-For'Spokane County Use Ornty
5ubmittal N❑ Gaunty Pian Reviewer:
ID Accepted in far R.evieiv Qr Con.structian
El Refurned ta the en&eer vvithaut revieNv andlar acceptance, See atta.ched letter af expIanatian.
:Prace55ing T]afe-
SubmuttaP Chycklist 2
Spokane Caauity Public Worf:ss, Agnl 29, 1998
.
~
.
~
Submittal Checklist
for Rvad & I)rainage P'rajects in Spokane County - PlatslShort plats
Praject: Midilome East 3rd Additian
Project Engineer. Simnson Er~eineers_ Inc.
Project Sgonsvr• gob Tomlinsan
B. Raad and Drainage Flan 5ubmittal
Explanatian far items which are not included in this submittal (box checked "nla").
Item 2 One set of glans Qn 24'°x3b" riaylar media willl be submitted vnce the plans have been appraved by
Spvkane County Engineers.
Ttern 7. The soE orsite is classified as GmB, ~'rarriscrn very gravelly lvam, and SxB, Springdaie graVelly sandy
loam, deep. Use of dryweils is preapproved by 5pakane County in these tyges of sQils
Tests by Gevtechnical Engineer subs#antiates that snils found at si#e are graVels
Item 9. The plat does nvt frant an existing County rvad. °Therefvre, na street widening is required vr crvss-
slrape grade calcralatians
Ttem 14. Na appraved design deviativns.
Item 15 1VQ private roads are piaained far this plat.
Item 17 No 5tate Qr Federal permits are required.
Item 13. Nv off-site easernents will he grranted to Spakane CountY.
~
~ _ .
S'TATEMENT OF A~REEIVIENT
the "Sponsar''. has entered i.nta a
cantraetual agreemenr with -D [ 1-~-a the
t:fingineer", to pravidc cngineedng services For LcLi,
Spokane County PrQjeclu i-I5 1$ .
I . The mic3imusn scvpe of these construcuon engineering sarvices ancdudes, buL is nat
lirkited tQ.
a. I]aily abservaYian and reparring ot conswcuon acTivlI1eS 4n t115 pTOjeCI;
b. Maantenance of a.ll convxucrion records r;lated tn this projecz, to irrclude, but not
Iirnited to, daily inspecuan rcpozts, rnanuiacrurcrs' ecnifications, macerial resc rcporrs,
a.rrd correspondence;
c. Assurance that the corisstructivn of the rvads and appurtenant drainage facilities is
a4cardmng to the certified and approved plans acccpced by the Spokane County
Engineer, Spokane Cflunty General Pravasions, the 5tandard Specificatians, and
applicable porcions of the WSDOT CanstractiQn Manual;
d. Staking and monvment.atipn
e. Dewelopment af Record Drawangs; and
f. "Testing af comtxvction materrals far compliance tv the pLanS accepted by the Spokane
County Engineer, Spokane County Ceneral Provisions, the 5taridard Specif cations, and
apglicabIe pvrtions of the WSDC] 1Constructian Manual,
a.T.l accarding to the ediziarr of the "5pokatie Counry Standards far Aoad azad Sewzr
Construction" govemung this prajeet.
Prior to a.cccptance at che roads and drainage Faciiities by Spokane Law1ty, tI-ie
Engin"-r shall suhrnit aIl can,structivn records and the Record Drawings to t1ae
Spokane Couniy Engineer. -
3. The [QTiil e5iimated COSi 0f [hCSe CC1n5Tr1CtiC}n engineerilg Sm1ce5 iS $ DO0 r r
C1wn Engineer -~•r~`--z~..~ ~~~.1~"'-J
-3 t I)ste ~ ' ~ ~ Date
~ c~ (
Submittal Checklist
fvr Road & Drainage Projects in Spokane Couaniy - P1atsIShort Plats
Thts Submrtta! Checklist rs to be completed and signed by+ the Spansor's Engineer, and anc2uded wilh ecrch plan
suBmrrral inrra the 5pokune Couraty Fitganeers C1~'frce. If this farm is nat fully completed and srgned, do not
subrnrr p[ans cnd calculatanns ta Spokane C'ounty for revzew and acceprcrtzce. Jncompdefe submittals wr21 be
retu,rrzed artd wil1 cau,se unrtecessary de2rrys fve your c2aent
Prvject Name: K1At l0mC IEc~ S+ 3~'~ cl d i~~ o~
Spokarte Cvunty Praject N0. 1P 4-7 5 I 8 I3ate: 3/2-E /0I
PrajectEn&eer: Pharte: (509)
Project Spvnsor: $v6 Teath l'in 5ov+ Phone: 1" Bo0-6ai- 3a63
A. Preliminary Process
Prior to Su.brruttal of Road and Drainage P1ans, the follvwing events are tv have alxeady accurred:
($y checkrrrg each irem offshawn be2ow, you are statrng thatyau have veried tlrese eventsliremshrrve beerr completed)
Adoption v€ a Hearing Examiner's ReporC for th,is lorag piat~ or a Piara.nin~ RepQrt far tus shart pfat,
~E At least one Fre-Design Meeti.ng has bean held with Cpunty staff at the Enginpers Dfficce
ara "Agreement t,Q Pay Fee.s" has 6een signed hy the proJect sporisor, and subrnitte.d to the Count-v
Ea,gineers Office.
)9 A Chatineli2atian Plan (e_g.si and strigvng plan) of pubiic roadway impnovemenis, has been
caordinated and discussed with the County Engineers Dffice.
B. Road and Draina-e P1an Sutamittal
The items iisted below are co be provided as a nni.nimum with a raad and drainage plan submittal. Additiona]
in€rrrrnation maybe required to derrionsiraLe ttat the pIans meet all agplicable standards.
(BY checking "yes"for each item shaivn belnw, yru are verzfying fhal [hese rfems huve been completed rvzd are included
rn rhrs subm:rral. For any box checked "n/o ; a wrrtterr fustifccatian of arry ❑mrssions rrt fhe end of fhrs sectrQn rs
requered.}
Item Tl€seription
~ g )9L Yes Raaci a,nd draunage pfans, two print sets. (CerhfiGation statement on r,aver of plaas)
0 yes X nIa One set of plans on 24" x 35" myiar me.dia, or CAD electtranic file .AWG or.DXT f❑rrnat
3. X Yes Each Plan 5heet of recard is signed and dated by the groject spansor.
4. ~ Yes The raad and drasrsage design rrneets the requzrerrsents of State law, WAC 196-27 regardurg
"couformity with accepted standaa.rds"; #lat is, the design retlects the "state of the practiee„
for Ehe prvposed cancept.
5- Yes T'he plans, DraEe Reeportz basin rnap(s), asad any other ea]culations are starnPed, signed
and dated by an engmeer Iicensed in the State of Washington. ,
fv )RE Yes 0 n!a Bra.Lnage Report,= sets To include: basin map(s), tirne of conceutratioa rautes in basua
rraap, and Certificatipm statement an eaver of report arad basin map.
-7. )K yes 0nla Geotechn.ical Rcport, ane set. pnclude a[1 saU test patl6ori.ng logs.)
S. )9 yes ❑ rila Structttral Pauement Calculations, one set
clF 0 yes X nr°a Crass-slape grade c:ilculations - far raad widem'ng projects. -
Item Descri-ptian
34 yes ❑ nia Maintenanr.e Manual and Sinkag Fund calculataons for draixaage faci3ities Pocated outside of
Gounty road fight-of-way. I.-ahguag e- taw fi►nol pIa+.
l~• 'A yes ❑ n!a Written explanataan of whvlwhat entiry will be responsible for maintaining dra.iuage facibties
which are located outside af public road rig,ht-of-«ray, and that dne glan is acceptabfe ta the
Countv Eagineers 4ffice. L. av~ q4Aage- vn ii pna 1 pl mi.
17.. % yes 0 nIa Channetization PFan, ar sigiing and striping informatiau prowide,d in the road glanns. Ta be
included in road and draina.ge ulan set. 5 iBw Ih±q j w aWe.J 0% 5+i"#_a+ P i an5; ,
13. ;ZL Yes 0nIa I t}ave read the Heanng Exart-dner's Report (long piat}, or Plazining tiept. Findi.ngs and
Cvnditions (short piat), for this project. The deszp meets the canditions in the repart.
64, ❑ yes ;8( nl`a Cop}+ of Approved I3esign DeviatxioYSs
15. 0 yes ~nJa Fure District Approval, for private roads.
i6 )I Yes ❑ ala L-ot Plans. Requi_red far any Iats with drainage easements and which front a public raad, vr
for lots whfch remiv€ and treat nsnofr"fram a pubI~~ not-of-wa~
%7, ❑ yes VE rsla Any appIicahie State and FederaI pernuts have been obtained. (i.e. B[PA, 7ARPA, m.). For
Pemuts with conditians, a eopy af the pennit and wnditians are included in the pian
submittal.
16 )d Yes Q n1a Tmpection Agreement between the spoa5ar and its engineer.
Ici. 0 yes nla For off-site ea,sements to be gra.nted to Spakane Coruaiy, the foHowing items shall be
included: Iegal descriptiQn, exhLibit= and proof of ownership-
2.Rl, X yes 0 n!a ErvsiaQ Control Plan, required far "Major Land-Disturbing Activity." T'o be included in the
road an.d cira.inage PIan set. $e.,¢. et-Csivh CVk++P91 MvteS oh Sheet 5 vf s.
~ txplanativn for any itezns Iisted above whach are not included in thi,s submittal:
5 e-e A+ #ac6~evt+ ,
(Note: art insuff"icient justificatian of why an item was not includezi ui tEis submittcd, ar iucomplete dvcumeuts, may resWt
in the subinittal being returned withaut revicw mr without acceprance. Prnr+ide attachinents if aecessary.) Y.
By signing beiow, the engineer is s-tating that fhe Fnfotznatian providei in the submittal is complete, that the
inhrmatiora pravided in the Submtttal Checklist is accurate, and the plaa5 and caIculatians are in accrrrdance with
the 5po'kane Caunty Stcrnddrds for Road c~'c Sex+er C07Y.St7R1Gtld71' annd thhe Gurate2ines for Storrnyvater
Marragernent, except where an approved I]esiga I7eviation aLllaws atheenvise.
]Engineer's SFgnature: Date: 3 Ia I
Engineer's Name- ~e-V i h W. l`~C M tk W1 r,
(please print)
If there are any questians aboirt thrs fdrm or approprr`rrte procedures, pdease caI2 DevelDprr3ent Scrvtces.
Spokarre County Public Workr, a1 (509) 456-3b00.
For 5pokane Cvunly Use Qniy
Submittai Na: I Cauniy PZan Reviewer:
I
C7 Accepted 'ue for Rev-iew ar Construction
~ Rettarned to the en~ineer without r~ acceptance, 5ee at~cbec~ Fetter ~sf e~cpiariation.
Processing Date: f;q" f ,
5uhmittal Clnecklisi x
Spakarie Ccaunty Public Works; April 29, 1998
Submittal Checklist
for Road & Drainage Projects in Spokane County - Plats/Short plats
Project: Midilome East 3rd Addition ,
Project Engineer: Simnson Eneineers. Inc.
Project Sponsor: Bob Tomlinson
B. Road and Drainage Plan Submittai
Explanation for items which are not included in this submittal (box checked "n/a"):
Item 2. One set of plans on 24"x36" mylar media will be submitted once the plans have been approved by
Spokane County Engineers.
Item 7. The soil onsite is classified as GmB, Garrison very gravelly loam, and SxB, Springdale gravelly sandy
loam, deep. Use of drywells is preapproved by Spokane County in these types of soils.
Tests by Geotechnical Engineer substantiates that soils found at site are gravels.
Item 9. The plat does not front an existing County road. Therefore, no street widening is required or cross-
slope grade calculations.
Item 14. No approved design deviations.
Item 15. No private roads are planned for this plat.
Item 17. No State or Federal permits are required.
Item 19. No off-site easements will be granted to Spokane County.
Pre-Design Meeting Notes
Spokane County Engineers Office
LZS( B
Project Name: WIMO f ~~6A&f
_V &6 Project Number:
Project Sponsor: M6DluaME 114G.
Sponsor's Engineer:
Design
Firm: SAheW W1/ldt Engineer: (q4 A4rAtu.AQA. LjC.
Meeting Date: _4t' A" Meeting Time: J()
County StaffPresent at Meeting: 6b P/aq Other Meeting Attendees:
namehepresenting namelrepresenting
nameJrepresenting name/representing
The Following Items need to be Discussed w/ tfie Design Engineer
General Items
1 a. List certain special requirements listed in the Conditions of Approval, EIS, or MDNS. This is
not an all-inclusive list. The Engineer and Sponsor is responsible for adhering to all Conditions and
design criteria.
~sr 6° ~~es +1 'C2ZftaqJ e,~.w) c~w►« ~[W9 s,*Gc
ZA 3 ~ description reference
rlfo 3d,&27 5,1i~ l7d(46
description 65ct,21 e6 Mt 4?Q7-5,> reference
LJ *6e,.r-~W /1>'lt~d &-sr5 * ! S ( !f"`/
description ~ reference
_~►l~°~,ly►' le`l (W~l~ ~s ~t~
description v reference
,~r4n~E7'1 Fbz- *4tbA~
1 b. Does the Engineer have a copy of the Examiner's/Staff Conditions of Approval? t~
V2. Include Standard Plan notes in the Road and Drainage Plans.
Pre-T7L-sign Nieeting Notes far Projwt: F'age' 2
5po3carte County P'ublic VIWOr1s
Road Plans
I. Rvad Classificatinrs and Design Criteria.
#1 #2 #3 #4
Street Name
Classificatian A"0ra
Roadway 1Nidth, W ~e~'►`~~ ~t~u6
Minimum right-af way width v-
see note (1)
. rr,.
MLI7. HQi'1z. CL1CVe w/ 511peI" ••t
MiY1. HCJr1Z. CL1CVe W/Q s1peZ'
(reneX`iLl Land SIl]~e/Tei'raIZ]
De51gI3 5peed, IIZPh
Curb Type & C1ear Zerne
{see 5ee. 3.15}
Sidewalk required? (Yeslno) q(A 9D
Nate (1) Additianal right-vf-wway may te giVen by the Spmnsor.
Discussion: 99.2C ~ f~-~4~s +Bu~ ~D 'c~Fas R~ ~
~~6d►1- ~ A~ 0-
vmic V10- 6 cpaPr4c.
2. Accnrding to the Llesign Engineer, what is the maxinnum number af units which wil] Iave
access frorn a single roadway9 . Wtat is the max. allawed per Sec.1.03?
O~ r ~fi~ ~cl~6 3~
3. ;ni (d~mleum ~.tter ~tion spa~ing is 300' fvr kong a Principal or Minor Arterial (per Sec. 3.04),
and 150` for xCollectar or Lc7ccaZ Access street. VVhat spacing is provided far #his project?
~
Pre-I]esign Meeting Notes fnr Prvajcect: Page: 3
Spokane Catutty Public Works
4. Are any vff-site slvpe easements needed, ar aff-site righht-of-vvay acquisitions needed? If sa,
describe.
A.
5. What type of tum-arvunds a.re needed? (i.e. cul-de-sac, hanmerhead, etc,)
Street Name Tum-around Type Location
~ ~ '~wC•k~~ ~ ~5 ~~Ci t~ Dr3'~~r o~
6. Road Surfacing Requirements (Sec. 3.16)
a) What method in determining r6ad surfacing requ.irements does the ]]esign Engineer prvpose
to use (i.e. AASHTD Design 1Viethvd, Caunty thickness table, Qr other) ?
b) Pravide the Design Engr. a copy of the Soi1 Sample Prvicedur+es, Desig,n Repart Fvrmat &
Alternate Pavemenf Design Table.
7. Dves the Engineer plan on aPplYir►g far any T?esign Deviations? If scr, briefly describe below.
Please note that approval of a1i 1]esign T3erria#ion's must be obtained prior tn const.ructiQn
plan submittal,
~ - -&__►,JiL
r7y~
s~~~ Drainage
1. Basin Map
a) T)id the Design Engirieer bring ta the meeting a bassin map? 0 B5 . If so, does the basin
rnap show tapography and srafficient in.fvrmation ta 1e uiseful`~ 05S .
I
b) Does the basin rnap depict any cantributing off-srte nunoff flowwing anta the prvperty?'Va
Dves it appear tv be carrect? . If not, explain.
QT1
c} Is a site visit neerled to verify the basin Iimi#s? Schedule fvr: .
{Note: Concurrence with County Engineer's on basin iimits is reqWred prior to plan submittal.}
2. Ts the site lacated within tbe Aquifer Sensitive Area (ASA)? VAI VVhat type of water
quual~ity treatmenC is prvpased hy the Design Engineer7 elvttz" olrA
Pre-Desagn Meeting Notes for Frvjec:t: Page: 4
Spokane C'aunty Public Worlcs
3. Waat subsurface inVestiga#ions, if any, are needed with this project tv make sue the
praposei disposal process will functicsn as planned.
4. Are there dawnstream conditions v'vhich will at£ect the design ofdrainaoe facilities. If so
describe possible mitigative measwres.
-
5, Is mainterance access prarrided ta each GPA swale vr drainage pond? If there is ssomething
unusual, what requ.irernents were given to the ]]esign Engr.?
~
6. What daes the ]3evelaperfEngr. prapose fvr praviding for perpetual maintenance af the
drainage facilities? Please briefly describe propvsed mechanisrri, and what is needed to
accvmplish this.
Lk, - Aa• ~4
I
7a. What Design Starm(s) shouTd te used in the coruse of analysis (i.e. I U-yr, SU-yr, etc.).
w ~ar c~.-s4 ~ ~ - ~ c~'
7b. Is a Defiention vr Retentian system prapvsed? Please describe.
-4 0
8. Are Erasion Ccrntrol Measures required with this project? If so, briefly describe applicable
requiremerrts. ~
~c,r 644k'4.s
9. Ts a second Pre-Uesign Meeting needed? ~~4.4-
Pre-Design Meeting R2otes fnr Pro}ect: Page: 5
5pokane County Fu61ie WQrks
List o£I]ocurnents Pravided to the Spvnsor's Engineer.
a) ,ea
b) -%i AOt~°.~
C)
d)
e)
Any easements needed outside of the plat boundary, for drainage or other, ure to be acquired prior
fn raad ared drairaage plan submitdal. T'he Sponsor ar Sp¢nsor's Engineer shcrll provade separately
a legal descriptian artd Title Commitment (or similarproof o,f awrrershap) of the affected prxrceI(s)
for proposed easements.
The Submiraal Checkli.rt, crampleted and signed by the Spansor's Engineer, shadl he pruvided with
each plara submittal.
Note: Provide a copy of thrs campleted documen# to the Uesign Lngineer at the end n,f the pre
design meeting
filename: PreDesign meeting
Appendix B
Standard Nates far ConstrucNaQ Plans
The follovving standard nates are to kre included in a road and drainage plan set, for privately spansored
develapments. These nates are applicable ta bath public and private rvads.
I) All wvrk and materials shall he in canformance with the "SPQKANE CQi]NTY STANDARDS
FOR RaAD ANL] SEWER CC3NSTItUC1'ION" 1995y a[td $5 SICIPYIldOd.
2) L,ocations af existing utilities shown in the plans are appmximate. 'fhe Cantractor shall be
respansible for locating all underground uti4ities. Any oonflicting ntiliLies shall be relocated priur
to conskructian ofmad and drainage faci)ities.
3) The Cantractor is required ta haVe a complete set of the accepted raad and draanage plans on the
jab site wheneVer canstruction is an prugess.
4) Tf the Cantractor discovers ar►y discrepancies beiween the plans and existing conditions
enrounteted, the Coratractor sha11 immediately rtotify the Design Engineer and the Spnkane Cauniy
Engineer's Qffice.
5) For canstruction vf dryrvells, instaFl filter fahrie (Amoco 4545 ar apgrvvei equivalent) between the
drywell barrel and the washed drainroclc, and between the washed drainrock and the native soils.
G) Prior to site constructian, the ContractQr is resprmsibde ftsr lc►c,ating undergraund utilities. Call the
undergr°ound utility Ioeation service at 45$-8000 hefore yau dig.
_plicable
Supplemental Nate& When Ap
7) Fvr any curb grades less than 0.5% ({1.005 f#!ft}, a Washington State-licensei Prcrfessional Land
Surveynr shalt verify that the curb forms are at the grades noted on the agproveci ptans, prior to
placement of curb tnaterial. The Contractar is respansibie for arranging and ccsordinating wark
with the Professianal L,and Survvyor.
8} The GnttraCtur shall ernploy alicensed surveyar to verify that the cross-gutter forms are at the
correct plan grade pri4r tv concrete placement. The crvss-gutters shall be canstructe.ci privr to
paving, and the pavement shall then match the edge csf concrete gutter.
Use note #9 wherever GPA swales are used:
g} The floor of a Grassed Perartativn Area (GPA) swale ineludes the level portion of the floor of the
swale, and the side slupes of the swale up tn the GPA averflow elevation nr top of dryw+ell. 7'he
sail located in the floar of the GPA swale shall be a medium to well-drairting material, with a
minimum infiltratian rate af 0.5 inches per hour. The Engineer shall pruvide a written statennent
vvhich verifies that ati GPA swales eanf'ornt to this requirernent. This written statement shall be
submittecl to the Spokane Crrunty Engineet''s Offiice prior CQ installing finished landscapingfsod and
prior ta final acceptar►ce. The swaie flcor material shall be installed to a na.tive soil stratum which
alsn meets or excescis this minimum percoiation rate of 0.5 uaches per hour.
Notes ERI throrrgh ER9 rxre to he included rn the plarr set when erasrorr cantrol fdcilities are required vr
irrcorparated inta the pTans.
ERI) An ErosianlSedimentatian Cantrol ("ESiC) plan is required for this praject, Implementativn of the
ESC plan, and eonsta-uctivn, rnaintenance, and upgrading af the E$C facilities are the responsibility
of the Devetoper until all cnnstructiQn is completed and eccepted by Spokane County, or until
vegetation is established throughaut the site, and accepted by Spokane County, whicheder is later.
ER2} Appraval of the E5C plain does nat constitufie approval of a.rty of the gropnsed road, storm
drainage, grading cir utility de,sign elemertts shown on xhe ESC plan.
ER31 The ertsinnisedirnentation cantrol measures shnwn are the rninirnum requirement.s fcsr the
$nticipated site ccrnditimns. The Caratractor shalr inspect and maintain these ESC measures daily,
and sha11 maintaFn and upgrade these measures as necessary to preuent sedimen#-laden water from
eiEher flovviatg off the site, or intn newlexisting starm drainxge faciiities, such as drywells, culverts,
ar gravel gaiterim
ER4) The ContractorfDevelvper is responsible for installing R.ock Canstruction Entries at any a.nd all
lacatians nsed to enter or exit the project site.
ERS) Geatextile fabrsc is to be placed on the rims of dryvvells, catch basins and anlets untit such time the
►+egetaation on the site ia established and the threat of sed'unent de-position into the drainage systemm
is rnitigated_
Submittal Checklist
for Road & L1rainage Projects in Spvkane County - PlatslShor# Plats
7`his Subm6ltad Checklist is to be completed arrd srgned by the S,pnnsor's Ertgineer, and included with each plan
subrrrittal inta the Spokane Courtty Engineers Office. Tf fhis form is nat fu1Fy completed and sigrzsd, do nat
submit plans arrd calcrlations to Spakane County for revierv and crcceptance. Incomplete submittals will be
returfaed and wiPl cause urrnecessa?y delays for ,your client.
Project Alanze:
Spnkane County Project No. Date:
Project Ergineer: Fhvne:
Project Sponsor: Fhane:
A. Pr+elimiunary Process
Priar ta Submittal of Road and Drainage 1'lans, the fallowing events are tv have alreacl}+ accurred:
(By checkirrg each iter►r vffshown belaw, you are statrng dha1 yau have verified these eventsfite,ms have beert compleced)
0~ Adoption of a Hearing Examiner's Report for this lon,g plat, or a Plann3ng Repnrt for this shorE plat.
0 ~ At least one Pro-Design Meetang has teen held with Caunty stafF at the Engineers iDiTice.
0 Ary "Agreenent to Pay Fees" has 6een sigried by the pro3ect spanscar, and submittel ta the Couniy
Engineers Office.
0 A Ghannelizatian Plan (e.g. signing and striping plan) of public soadway impravements, has been
coordinated and discussed with irlte CcsunLy Engin=s Uffce.
B. Road and ilrainage Pbn Sabmittal
The items listesl below are to be prv►+ided as s minimuzn with a road and drainage plart subimittal. Additional
information rnay be requirei ta demonstrate tha# the plans meet all apglicahle sfiaradards.
(By checkrng "yes" for each rtem showw 6elaw, you cere verifydng fhrrt these ilems have been com,pleted arrd are rncluded
in thl,s submrttaL For any box checlred "rtla", a written justr"ficerdion of urr,y rmissivns at the end af this section is
requfred)
item Descriptian
0 ye.s Rcaad and drainage pians, iwQ print sets. (Cettificatian sfntement on cover of plans)
0 yes Each Plan Sheet ofrecord is signad and dated by the Project spansar.
0 yes The raad and drainage design meets ihe re}uirements of State Paw, WAC 196-27 regarding
<`r.onforrnity vvith acceptei standards"; that is, zhe dessgn reflects the "state of the practice"
for the eLoposed concept.
0 yes 'f'he plans, I]rainage Aepart, basin rnaP(s), and any other cakcuiatians are stamped, signQd
and dated by an e~gineer licensed in tlae State af Washin?%ZSn.
tl yes [l nl'a L3rainage T{eporC, two sets. '1'o include. basin map(s), time vf concentration routes in basin
map, and Certificatian staternent on caver of report and basin map.
9 yes 0 nIa Geotechnical Report, ane set. {Tnclude ali saii test pit/baring logs.}
0 yes 0 nla Shvctural Padement Calcula#ions, one set
0 yes 0 nfa Cross-slope grade calculations for road wideninUrojects.
0 yes 0 n/a Maintenance Manual and Sinking Fund calculations for drainage facilities located outside of
County road ripht-of-way.
0 yes 0 n/a Written 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 information 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 report.
0 yes 0 n/a Copy of Approved Desip,n Deviations.
0 yes 0 n/a Fire District Approval, for private roads.
0 yes 0 n/a Lot Plans. 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-way.
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 permit and conditions are included in the plan
submittal.
0 yes 0 n/a Inspection Agreement between 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 descriprion, exhibit, and proof of ownership.
0 yes 0 n/a Erosion Control Plan, required for "Major Land-Disturbing Activity." To be included in the
road and drainaQ,e plan set.
Explanation for any iterns listed above which are not included in this submittal:
(Note: an insufficient justification of why an item was not included in the submitted, or incomplete documents, may result
in the submittal being returned without review or without acceptance. Provide attachments if necessary.)
By signing below, the engineer is stating that the information providal in the submittal is complete, that the
information provided in the Subrriittal Checklist is accurate, and the plans and calculations are in accordance with
the Spokane County Standards for Road & Sewer Construction, and the Guidelines for Stormwater
Mcmagement, except where an approved Design Deviation allows otherwise.
Engineer's Signature: Date:
Engineer's Name:
(please print)
If there are any questions about this form or appropriate procedures, plepse call Development Services,
Spokane County Public Works, at (509) 456-3600.
For Spokane County Use Only
Submittal No: County Plan Reviewer:
0 Accepted in for Review or Construction
0 Returned to the engineer without review and/or acceptance, See attached letter of explanation.
Processing Date:
Submittal Checklist 2
Spokane County Public Works; Apri129, 1998
~
PLAN REVIEW CHECKLIST
PROJECT #:~P I~I S I g REVIEW ~ DATE: OCX. 11 17= I
PROJECT NAME: M icli lo rr-& e4st 3a~ Add Hio n
PROJECT ENGINEER: Ghuclc 5irn ~6o rL
PROJECTAPPLICANT: GIIFF sch1'r1t-kZ._ ~ Lpul$e raUSt1q=
r
COUNTY REVIEWER: C4ndi Callaxti
COUNTY STANDARDS (circlc onc): 1981 1995 (1999) 2001
~ ADMINISTRATIVE REQUIREMENTS ~
vArJrroDniw❑ l. A signed fee agi-cemcnt is ui the file
vos[ffNo❑Hi.%❑ 2 Docwnent die plaiis ui/plans out dates on the pm}: sheet.
v«2rno❑.ia❑ 3 "Che file contams a Spokane County Engmeers Section map, Assessor's map and aenal photo.
Yn❑Nom/A❑ 4
vaArNo❑Na+❑ 5. The plat hes outside designated 100-year Plood Plam Area
vufigNoON/A❑ 6 The project is located ou~~ide of an idcntified Stormwater Munagement Problem Area.
va0No❑N/ARr 7. Any design deviations are approved.
v.MoON/n❑ 8 Locate the Findings aiid Order for the pmject and read the Conditions.
v.19No❑wn❑ 9 Copy road dcsign element taUle fi-om Pre-design Meeting Notes and attach
vANo❑rvIa❑ 10. A site visit was perfornied Date•
~ PLAN REQUIREMENTS ~
v«RNo❑rv/n❑ 1 The plans are stamped, signed and dated by a Washuigton P.E
YadNo@1N,.,❑ z. . oic...
v«19'no❑wn❑ 3 North airo%v vid scale are provided
va9No❑N/A❑ 4 A benchmark is called out on the plans.
vaXoONIn❑ 5 A vicuuty map is shown.
va1RrNo❑rviA❑ 6 The Standard Plan Notes are mdudcd on the plans.
va9No❑N/A❑ 7 Slationing equations are shown.
v«19No❑nIA❑ 8. Stattoning is con-ect (increasing south to north, west to east)
v.11o11N/A❑ 9 Existing utilities are shown on Uhe plans.
v.0No❑n/A❑ 10. Proposed utilities are shown on tlie plans
v.54o11rvin❑ NEW STREETS
ve4Rri.o0Va❑ I. The plaiis show a typical road cross-section.
Yes9.o❑nrA❑ 2. The typical road cross-section shows Gxistmg R/W, Proposed R/W, any applicable Future Setaside, edge of new
pavcment, curbs, sidewalks, and any other requu•ed improvements.
v~~.~o~wa❑ 3 The typical road cross-sectiou on the plans shows die cross slope between 2% to 4 5%.
ve.❑.o❑N/A❑ a. 1'he cross-slope is correct when cheched on the profile drawings.
ENG All Foims &c Prograntic/Plan Review ChecklisLdoc Page 1 of6
Revieed. 08/01/01
ve,ivo❑nin❑ 4. The proposed street width matches the Findmgs and Ordcr.
vtsRrNo❑N/A❑ 4 CCiIIeClllle SlOpeS 81'e W1LI11I7 tll1i11111U1i1 3I1C1 Il'IaXIIIIUIII.
vOS&No❑wa❑ 5. Vertical cuive lengths are adequate (use spreadsheet)
vuffno0wn❑ 6 Horizontal curve radius values are adequate
' vANa❑N/A❑ 7 1'he curb type is Type 13 for public roads and Type R for private
Y.Edno❑N/A❑ 8. The ctub grades are z 0 5%
ve8❑No❑wa❑ a. ff no, there is an approved desigii deviation in the file
ve,1ffVo11.,.,❑ cuRS xETViuvs
veY1Ytqo11v/a❑ 1. BCR, MCR, ajid ECR stations/elevahons on curb returns are shown in the plvi view.
vuEfNo❑wa❑ 2. Curb return radius values are adequate.
vesiva0rvin❑ INTERSECTIONS
vbI&❑N/A❑ 1 Intersection separation is _ 150' on local access streets and 300' on arterials
vJ2rNo❑N/A❑ 2 The cross slope m the untersecUOn is 10% (flat tenam), 8% (rolling terrain), 6% (mountau►ous tecraui)
v.r,o❑wn❑ 3 The intersections meet the landing reqiurements (2% at mtersection for 1995 Standards)
v.9rvo❑N/A❑ 4. Wheelchair ramps are provided at intersecUons with sidewalks.
Yei❑No❑N/Ag CU1rDE-SACS
v.114o0N/A❑ 1 The center of cul-de-sac station is shown.
vn ❑,o❑N/A❑ 2. The cul-de-sac curb is showi in profile
v~8❑na❑H~.~❑ 3. The cul-de-sac radius is 45'/50' diameter.
Ycs❑,No0nia❑ 4. The cul-de-sac grades (top of curb) are I% minimum
YesLl~rro11wn❑ SIGNAGE PLAN
vug Na❑N/A❑ 1 Street name signs are shown at all itttersections.
vaE2rno❑N/A❑ 2 Stop signs are shown for all streets that intersect an artenal.
vu9No❑N/A❑ 3 F3suriers are sho«n at tlie end of dead end streets (when necessary).
Y. L~J~vo❑N/n❑ 4. Special signmg issues v-e addressed. (Check with the County TrafFic Engineer).
ve.❑tvo11tviad STREET WIDENING
ves❑No❑Nin❑ 1 A street cross-section is show~i for widemng eaisting streets.
v.❑roo❑w,t❑ 2 Cruss-sectiou shows existing R/W, proposed R/W, iiihu-e set-aside, and edge of existing nr►d proposcd pavement.
va❑ro❑N/A❑ 3. The proposed new widlh matches the width required in the Condrtions
va❑no❑N/A❑ 4. The curb type is T}pe B for public roads and Type R for private.
Yes❑.o❑N,n❑ 5 Curb section cross slore is between 2% ajid 4.5%
v.❑NZIwn❑ 6. Curb p-ades arc _ 0.8% 1
Yes❑.o❑wn❑ 7 Lengdi of pavemeut taper out of project = WS2 =60 for 5 40 mph; WS for> 45 mph
v«❑.oON/n❑ S Transition from end of curb to caistmg pavmg is shown (curb should nose down m 12").
v.0No❑N/A❑ 9 100' (min ) pavement taper into project is showi (consider lt/W)
Ycs❑No[1N/ALJ DITCHE.S
v«❑NoE]wn❑ 1 Ditches are identilied m pl<uis, details pravided, and have a muiuntun grade of 0 5%.
vcsONo❑N/A❑ 2. Profiles <uid cross-sections are sho%wn on Uie plans for all proposed channels and ditches
Yu❑noON/A❑ 3 Drtches with erodmg velocities have lining for erosion protection
EIdG All Fonns 8c Progrmns/Plan Review Checklist.doc Page 2 of6
Revised 08/01/01
~ -
v~+~Na~rua~ CULVE£{TS AND PIFE S'NSTE
k'nMNoCe1❑ j
R'e11No❑NIAll 2
-
YeSnaOwn13 3 The trununuasl ctiluert ac7d pipe slope sho«m is 0 5%
Y.&rro❑Krn❑ 4 There is > 12 " of cower for all culVerts 1 stonn sewer pipes ~2 5' (F'VC:), l 5' (CMP): 1'(RCl') (14DPE1ADS)}
Ye.QrrQOnunO 5 'I'he culi+eres are stati9aied tiom ccntcrliiae stationing.
v"Ona❑NraP?( 6 Pipe anchors are sh6w~i for ~~ipv grades > 15°/n (1995 Standards) or >20% (1999 5tandards).
va0Ns0N+AR 7 Energ}+ aissipation is provicled (i e nprap around cu3Verfi autjei)
v.[:I,aE],,a J$ Ali angle paints in the storm sc,~ver systein have suitable access suoh as a manhole for cleajting,
v.13~.E1Nrw1T 9 A11 stonit sewer papes are located a«uniInLIIn of 5 Fect frain a rear or side praperty line
~~L~INaOwn❑ IN-LETS
r~~N4IIrvInEJ 1 1'he ceaiterliiac road statiuns, uffsels, u:id iitvart cYevataons for all uilets are slivwn :n the plrut views
vaYNoONi,a~ 2 Wet grate type is sh~Nvn
vezElno[IN/aN~ 4 If anleLs arC in a graael road or udirL dt[cfi a G' r GRC apr[an 6s shown around the snlet.
r"~7rrX1nua0 5 Catclx basut, inlet, or special tna:i[iple detai ls are shawn or a standard drawmg is referenced
r.SEZNoF-1w/n1:1 208 5WALE da URYWELL SYSTEMS
vArvXINInE] 1 The 5wii1e is loesited Oittilde A luture set zsside area
Ya01'AfNIA0 2 ~ C~t rae'4sSL7neA Rbm L►o~ of- tu1'lD ?
Y. 9,vo11 ~v,n1:1 3 imensions are shod►+ei for bottoTii of swale
Va19FP~.0KlnE3 4 5wale floor is T" helow drytivell grate eleuatiott (8" if sail znYrture is specified or CEC testmg requuement is anted)
~~~~ta~lJ~FnO 5,
va~Hs~nrn❑ 6 Swale si[$e slope5 do nni etceed a 3 1stcie 51ope (Z 1 side s3ope :s allowed cf swale depth as C1 2")
v.Rrno1:1nia❑ 7 Swale floor > G" below aiortnal gutter t7owline at curb uilet withaut drywell, > 10" with dr}+well
Y.]~no❑LA❑ S-wale miist hnue 6" tieeboard above thi snae water surface elevattan for the design siorm.
vu~~o~wn~ 3 A fence is providtd it'thc sNuale ss - l' clccp
ve.iv4❑Yia'❑ 10 Cfi+erflow from a swale az a leaw potist is dtrecteri away frosn stnuctures
YJAa❑Yin0 l l l:h_ywell [ype is specifierl
Y~s 9Ko 0 rv.-, ❑ 12 arywell gratc 1}rpe rs specrticcf
rAxA0ma❑ 13 Drywcll statioiiaFYg slioizlri be offset from t3ic ri71et hy at least 4'
v.ffHo❑w.t❑ 14 1vlultigle dr}wLlls arc locatc;d iiinrQ t}ian 30' apari, center to cenier.
~~~L❑NraO 15. lllrywe9l as 1ocaYed withvi H' nf the ciub line, vr 3 maintmiance access rvute and easeinent are ,pmvided
Yc-❑riQOmA g e TlETENITTON PONQ
Ye.❑Ko❑NiA0 1 A cross-section of thc deteiYtaon porid as shown
V"❑rr61:1wn13 2 Lawii cLu-f 1 liycirc) seec1zx7g aiid sprinkler ~yScem is specified Por publrcly 3nauitauied porlds
Veg❑xo❑Yr.e❑ 3 Di-y13nd gs-asses;pecitied for paiids ¢nasntasned by homeowner's associatians
~~,❑wa❑Yi,111 4 Bertn compactioia atid lift reqGlircnients spCcLtiad xvhere necs:ssai-y
Yn[]rra11,ra❑ 5 A 12' znaintenance dt-jue to the bottotli of'poiids is pravaded, ifnecessar}= (rna7timutn grade is 20%)
rreMxo❑Kia11 EA5EMEIM'1'S
aeg~ivo❑KinE] 1 All drainage ditihes havu adeuualc draanagc casements for anainlenance
ru~nro❑run❑ 2 f111 stonrs scN.+er pipcs laave adcquatc easeincnts for mauiteziance
ENCi Akll Fanns & PrvgrainsfPIan Review Checklist duc Page 3 0£6
Revised 08I011O1
~ ~ .
vuONaON/A9 3. There are existmg or proposed easeuients for natural channels.
v«&L❑wn❑ 4 Easements for 208 s%vales are sho-tm on the drainage plans.
vesONoOwM 5. A public drainage eascment is provided whero public street drainage is drverted onto private property.
ves❑ro❑wnV 6 Critical low points in tlie drainage system are pravided with overflo%v easements.
v.❑No❑Nra,g 7 Easements are provided for dryNvell overtlow duected over private property
Yes❑NoONinZ 8 Overflow easements are provided Gom swalcs/ponds located in low pouits, where possible.
YesC7.,~No❑N/A❑ EROSION & SEDiMENTATION CONTROL REQUIREMENTS
vullD~oON n❑ 1 The basic eleme►~ts are on the plan (silt fence, rock construction entry, checkdams, ete.).
Yes~o~A❑ 2 \ r0 m I? tPA , d' Y. 8
~ REPORT REQUIREMENTS I
VesllQ(No0.rn❑ L A completed submrital,checklisl is mcluded
Ws,o0.1n❑ 2. The calculattons ai•e stamped, signed aiid dated by a Washmgton P E.
vuno❑.,n❑ 3 A SCS SOIIS I111l) 1S IIICIUCIf:d
vesLrJNoDun❑ 4. The perpetual mamtenauce of dramage systems is provided for
v.Lb oOrrin❑ ROADS
v~,tJnaONia❑ 1. Gutter tlow deptti allows for dr,ar passage (see GSM Figwe 37)
ve8❑No❑NinLrJ 2 A site distance analysis has been provided for each intersection. S~ u/n1'~zd'QrreM~ct.,w ns
ve,❑noOn/nQ a. A sight distance easement has becn provided for encroachment >2 ft.
v.❑r,o❑r,/aff 3 A stopping site distance analysis has Ueen provided for each intersection and distances are adequate.
Yes09No❑N/A❑ BASW MAPS
vANo❑rva►❑ 1 A pre-developed basm map is provided. TMn~~ ne~e~d ~to be ~n b~al~ S~,.
ve:L~Jno❑wn❑ 2 A post-developed basm map is pro~~tded. `VV `
vJlrNo❑Vin❑ 3 North anow aiid scale are sho%vn
ve.WNo0nra❑ 4 Sub-basms are labeled aiid correlate with calculations.
v~sgNoOv/a❑ 5 Contours/spot elevations are shokvn. ve:L"JrvoOnia❑ 6. "fc routes aue sho~m s~~ unC~Ca'n ~ bu'~' O~ .
vuOr.oOrviAEI 7 Existmg drainage courses are sho%vn
Ve,Ono❑wA 8. Proposed drainage courses are shown.
vAKo❑N»❑ 9. "fhe drainagc dcsign maintains uxistmg slieet flow pattems vnthout concentrating flows •
5'csLJNo❑N/A❑ BASINs
v,sI?rNo❑nia ❑ 1 Hydrologic calculations are provided for each basin (Rational Formula if 5 10 acres, SCS TR-55 if azea > 10 acres)
vANo❑wn❑ 2. On-site = 10 year dcsigii stonn aiid off-site = SO year design storm.
va❑NoLrJrvin❑ i Runoffrate is coiupared between entire basin and road area. lazger rate controls.
Yrs❑Na❑N/AU DITCBIES
ves❑NoOwa❑ 1 Drtch calculations have been provided (50 year stonn, plus 30% freeboard)
vA`o❑rr/a❑ CULVERTS AND PIPE SYSTEMS OIlP •
t P~pe SystwD No c,aLcs tn
ve.❑NoEIrvn►❑ 1 Buckwater analysis for any pipe and/or ditch is included ~pQ r'i .
ve:O-.,oOraralJ 2 Headwater calculations for culverts are provided ,
ENG All Fomis & Programs/Plan Rewew Checklist doc I Page 4 of 6
Rcvised: 08/01 /O 1
Yes❑rroQnrAV 3 TIie hcadwa[er for Gulvert entralices is iinder 2 for < 19 " in ~ and 1 5 cp For culverts greaker than 18" tn ~
veB1:1nrQRftirA❑ 4 L i
v~QNZIHrn& 5 'i'here is a minmiuin fieehoard nfU 75 feet in each catchbasin und manhvle
rnEIxo❑nrnl]Q 6 Riprap design calculaiiotis arc: pratnded
Y.sVNoOtiIa❑ llVLE1'S
v~sZQ❑rrEaO 1 Curb inlet capacity calCUlations are uicluded
v.❑rra❑,Nin[1 2 Fer¢meter uatcutation ciaes not include the side of the gsate against the ctu'b face.
vJ❑rvo❑wall 3 Penmeter ofgrate is = 2 for calculations where there is no curb ape:rung
ti°,,FrNa❑,J0 208 SWALE & IIIiYWELL 5Y5'i'EMS
r.L2No❑NA❑ l 5nils t}j)e is "pre-appi owcd" 1«r dryvvells withnut percolaiion Yests (see page 4-15, GSlul)
vulluQNiA0 a If na, a geatecluucal repart as included atid recairunendationa are accnunted far
rAC❑rvn❑ 2 Swale area is ? reqLia:-ed area froan `208' Galculatxans for impervious areas
r.L No0W1A❑ 3. 208 swaie Floor area, vOlume reqtiiretnetits sazed progerly t4 treat impetvtous surFace areas
Yes❑No❑NIAS( OETENTIONpONd
rn❑rrD❑nr,a❑ l. Conxains 50-yr develaped
reg❑HXIVa❑ 2 12eieases at 50-yz- pre-develnped
Yes 11 rrQ❑N/a❑ i Cc7ntrcil stnictiire rs ciesigned to releasc raees apecifsed m the Condicions
rJ❑N00n1n1-1 4. LJC113tS1Stre8I71 Cllnllllel QC pipe s}'SLL'ill Call Ilu1lLIIe [?r0]JCSSZd flOW5
rJ❑rrq[]xia0 S F_.mergency raverilow weir i'or 1~.~0-pear dee+eloped
r.OHoLJxIn13 6. Sump prior tca ciutlel to c«iitrul 5tructure
WxOrvEnIA❑ 7. 3' Fmn freeboard nt 50-}rear de,igiz stnnn as pravzded
vJ3nt11ra9t EASEMENTS
r"OHo1-INfp❑ l. EaseaYZents for natiaral cha:uicls are udcquutc in pass ihe 50-year stonn plus a 30%
v"OnoCINA❑ 2 Na pre-esisking drauiagu easements nfl [his parcel are affected hy this plat
v.IJ(o❑Nin❑ 208 LC1T PLANS CHECKLIST
vJVNa13Nra❑ 1 Lot plans are csn 8 x 1 l" Fjapcr 5ize
v~~~~EINIa0 1 "rhz lot number, block i1uniher, suhdrvdsirni name, r3ate drawn, scale, north arraw and streei name
vAivoONA❑ 3 Easernenk din3eiision-, in reiation to property lines or corners
vANa❑wA❑ 4 Location of ciirh, sidewalk or edge of Rsphalt
Y.KnoDrz,►13 5 Selhack requireinents
,
ves n~aDNInD 6 4wale t'lCror eleuahon
vaL,~iNo~Nra,❑ 7 5~vale ,tloor diinensic~n~ aii relatts~n ter progerty iir~es o~~ cn~~ners
v~~rv.EIMraO S Rim elevatioi7 di-yue11 type, #i-artie and grate qpe, ceitterline affset and stataon if drywells.
v~L16N9EI rvI,.Q 9 [:urb cut statian and no:7na1 tlawluie invert
rULV" oONrnQ 10 Any draina~,c di l~.he4, rclateei c~i4ements, t]o~~line ~r-ade and aiher required improueinents
►=.L~,~ln~o0wn~ l 1 L~E[}i~7 fC[J[]1 L~]C I7[]~'I11a1 Il[~l3~line tc~ b~attutn o€~s~vale
r.$~r~o11N1A13 12 A cross sectinaa of the swale or ditch
r.5dNo11xin1:1 13 Existmg easemeiirs, husldings, tiinirc set asides, and required buildzng setback lmes
Y.L,,~1No~tiraQ 14 The sectic~iY ara~+~ing stic~~~v~ [lie concrete a~~rc~n, E~ Q. W iine:, and grass svd or seedu~g af approved
v~s~rvoDNraQ 15 A P E staraipad all pages of thu f..at 1'lans.
EIVG rUl ForaLS cCc Progr.unslPl'm ltevtew Check]isI dao F'age 5 of 6
ReGasad ORI01101
• ~
_ ■
,
1 PLAN REVIEW CHECKLIS'I'
PROa~CT P 119 1 REvILEw 0: ~ L1ATE: huQ :l 2001
PROJECrNAMaE: Widitome, Zast 3 3"^d 4dditiorL
PRO.rEcT ENcINEER; Chuct Gimpsvn- " ~~~Rsof1 ~ng.-
PR[`1.1EC'T SPONSCIR: Lou~se C-1_vs6rL
caUrrTv ~~VIEwER: Cln67 CDLcLJr'f._
CUUNTY STANIaARDS (circle one): 19$0 1495 6999 2001
~ ADMfN1ST1tATTVE REQYJIREMENT5 ~
r«9N90,N,rA[1 l. A signed fee agreemenc is un the fiIe.
►~.1R1NZh,,oA13 Z Docurrrenk die plans inlplans out dgtes on the pink sheet
rrsMoELn❑ 3 The file eontauzs aSpokane C:ounry Engineers Sectian map, Assessor's inap and aerial photio
v.sOn15Mn❑ 4 ~lo cat0 1 tsid • th~ uzui`••r ,'ensitr~e -
vu g no❑nIn❑ 5 The plat lies ouL.side esigmatcd 100-ycar Flood Plam Area_
resg NoOnA0 6 'The praject is lacated vuts:de of an xdentified Stormwater 1Nanagement Prab9em Area
res0No0NIAlY 7 A3ty design deviat¢ans are approued.
►•.EfN.ONra❑ 8. L.ocate the Findings and Order for the project and read the Canditions
vumo0NInD 9 Copy road dessgn clennc.~t table from Pre-design Meeting Nates and attach.
v~J:1tio13Nin❑ 10 A siic visit was perfamied T]ate
~ FLAN REQUTREMENTS ~
resffv. ❑Kinll l The plazis az-e stamped, sigiied and datcd by a Washmgtean P.E
veg5Ko❑vinll 2 The plans are signed by the develaper
v,;YN~❑~-vAll 3 NQi1h areow tuid sca1e ure providcd.
r.9 rreDtirnll 4 A benchmark is called aut an the plans
►^e~ 1:1~oIffiNrnll 5
"
res17ypl~~,g0 6 Nec4 ~'1~E rl''A
t'es❑iVo~+1rSlh❑ 7 liffil4m=
V.ma❑,arn❑ 8 Stalioning iti correct {sauth to nUSth, west to cas1, reariing ]cft to nght on thc plan)
vGllqOMn❑ 9 F-xistFng ulililies are shown an che plaass
S"esQ,IINI,.D 10. F'rapased ulilrties are shown on the plans
vAKNs❑„aO N-EW STREETS
,aesQno❑n1.►❑ 1 The plans sh6w a typical road eross-section
►=.S~N.IIr.A❑ 2 The typical t-oad cross-seciion sliaws ExQStitig R/W, Propnsed FrIW, aiiy agplicalale Futui-e Setasade, edge of new
pavenient, curbs, sidewttlks, and any otlser required improvements
v- ►,~ro[10A0 3. Ttie rypicAl road ceoss-section o:i the plaiis shows the cross slope betweeti 2% to 4 S%
chw*yes❑weEINrAO a The crass-slope is cnrrect whers checked on the profile drawings.
ENG All Forms & Progmms/Plan Review Checkkist_dac Yage I of b
Revised 081U 1/Oi
v~s❑No~nrnL~ ~ 4; ~ n1~7 .
V-19nsBCn❑ 4 Centerluie slopes are withm muumum and maximum
VeAgNQ❑4an❑ 5 Venical cui-ve lengths are adequate (use spreadshe3ct)
rG8L2156QMn❑ 6 Harizontal Gur►re radius values are adequate
veBLgNoDiUaD 7 The curb type is °1" ye B far puhlic roads and Type R for private
vAno0,rad 8 The curb grades are z0.8°/u
vFs C,pQ,in9 a If nrs, there i s an appm vc:d dcfiigm deui ation in the file
vArvoQNrn❑ CURB HETURNS
ve19NZItirA0 1 BCR, MCR, and ECR. statian5l'c1eVation5 Qn curb re[urns are shown in the plan view
vIONo❑raraE] 2 C:urb return radius ualues are adcyuate
YesdNZINIIJ INTERSECTIONS
v-sNo1:1rr1nE] 1. Intersectian separation as z 150' an local aecess streets and 300' an arterials
t•.Yrro0Kia0 2 The cross slQpe ui khe interfiection is 10% (flat terrain), (rcalling terrain), C% (mountainUUS terram)
Yesmd❑WA❑ 3 "T'he rntersectioiis ineet the landin re uiremeiits (2°fo at m[ersectican for 1995 5tandards}
1're~lYo~NlY0 ~ ~ ~~~eci•• •
Yes❑YoQtilhg CUjrQE-SACS
Yes❑No❑NI11 I The centar af cul-de-sae stahQn is showm
~r~~❑no~~ria❑ 2 The cul-de-sac curh is shown xn proFle.
reg❑Ko❑xinE] 3 The cul-cie-sac: radius is 45'150' diamctcr,
r~s ❑Ho ~Hrn ~ 4 The cul-de-sac grades (top of curb) are 1% mmrmum
r~s~nQ❑Y~n~ STGNACE PLAN
res ❑ rrq ~;vin~ 1 ~ ~ ~~e ed'5 Co1'tM'1 f'1'1eY7}S)
Yes ❑ Na Q~l'IA❑ 2- (SM e&~'~' Vo~ m4t* + 1 s'-')
4'ex❑Yo6'JNIAE3 3 JLPItQtss
re80rvo❑WaIST 4 Special signizig issues are addressed (C:heck wi[h flie County Traffic Enganeer}
rex❑h.❑Hra1R( STREET WIDEIYING
~~~~11Q13,,n❑ l A sireet cross-sec[icrn is shpwil for widcning existsng streets
rLS❑tioEINIa❑ 2 i:rvss-section shows existmg RIW, proposed RiW, future set-aside, and cdge af cxzsting anci pi opased pavement
v.❑No❑xInE] 3 The proposed new width matches the widtli required us fihe Conditions
r.❑no❑xInE] 4 The curb typs: is Typc B for public roads and Type R for pnvate
-_'❑.o11Nin❑ S Curb section cross s16pe is benween 2°lo and 4 S°/a
v.0,tio❑Nin❑ G Curb gradcs arc ? $°/n
resEIno❑NIa❑ 7. Length of gaveznent taper out of pi-ojeci = WS2-60 far 40 rriph, Vv S f'or > 45 mph
ves[Iv11Nra❑ $ Transitton fi-om end af curb ta enistuYg pavmg ts shown (curb should nose doum in 12")
v~3❑,o~nin❑ 9 100' (man ) pavement taper mto project is shown (cansider RIW)
vsL~1,,sOn~nC~ DITCHES
vss❑.oL~J~arn❑ 1 i lvot CAearv~s~`oIJ~Y~n~ 2 11 1C7~en-hNui •
rc8❑la❑YiaIS1 i c e
3 T7 t l~ s with erodmg Welocitles haVe Iinuig for erosson pratecliaii
ENG EVI Fomu & ArograireslFlan Reriew Checklssl_doc Yage 2 af G
Rcviscd 08101!01
i '
v~~tioQ~/tiin❑ CULV~RTS t~NU P1~E SYS~'EMS
]'es❑Vak.J~~iAEI 1 B
VL3,o3.,+n❑ 2 77-pipes are ? 12°, 101° is allawed letween cakch hasins or dxywelfs, if the 1en&h 5 4 and vePociry ?4 Fps
rRRfrvo[!Is~AEI 3 The mirusnsun culveri und pige slape shawn is 0 5%
.esLJrJ❑YiA❑ 4. i~ , "Ved
l'es❑Yo❑ti1A11 a `
veA❑tio❑NinE? b Pipe vichors are shown7 for pipe gxades > 15% (1995 54andards) or'2Q°/u (1999 5tant3ards)
S'es❑tio❑tiIn0 7 EIli:Igy d153ipa41UI] 15 pTDVIdBfI `S e nprap around culvert auklet) '
A res0NoEl„ag 8 A11 angle pnlnYs ui khe starni sewer system haVe suitable access such as a manhole fnr cleamng
s°~,11o12N,ind 9 All siorm sewer pipes are locaied a rriuiunum of 5 feet fram a rear or side praperty line
rr&No❑h,,ra❑ 1[YLE'T'S
vvsEana0tiin❑ l Thc centerlane road stahans, offsets, and invert elevations for all mlets are shawn m the plaii views
r-9n4❑N1❑ 2 Inlet grute type ss showm
evolde5'cs~No'CJIVIA~ 4 i , ~ ~ ~ 1~~
r~fOHQOnrn9 5 Catch hasui, ualet, or special manhole deiails are sliown or a staiidard ~irsivLng is referenGecl ~s-c
9rafi~ t s ~s
o~sove~c~ o r
i~,~ 208 SWdLE & IDRYWELL SYSTEMS
v-sQ.N,oO;in,E] 1 The swale is lncated oufside a fialtitre se[ aside area „
t~~'1'Y10~^~1'~C~~[~ ~YY} ~
Y~~❑rra❑,;in❑ 2 S~va1~. ~loar cle~salaon is sho~~a c~n f.hc ~irawmg C
res❑•roL'rJ•rrn❑ 3 (V1flt~''^~ l*'a ~-~ipWn l~1 ~piM~-)
v.19Na11rain❑ 4 5walc flaor is 5" below dmvell grate elcvation (8" if soil mixtLire is specafied or CEC testing requirement is nnted)
v.noOxfn❑ 5 5wals hottoin and sFdes have sod or grass turf specified
r.Qnm❑xin❑ 6 5wale side slopes do not exceed a 3 1 side slvpe (2 1 side slope is alloweri if swale deptli is <12")
v~io❑NiA❑ 7 5wale floas > C" below nonnal gutter flawlitie at curh mlet wFthout drywell, > I p" w-tth dtywell
r~~'lJ,oQNik❑ $ Swaie inust have 6" FrLebourd abave t17c max watc.t sur£ace clevatifln for the design storm
W>QtipDnin0 9 Chrcr17o4v fram a sivale at a dow poant is dcrected away f'rom structures
re~L'3~°J❑Nin❑ 10 Dryllue11 type is spocified '
xANIr+in D 9 i Drywe11 grate i}pe is speoiF ed
ve~LYi,,a❑nRa❑ 12 L7rytiueTl statammng should be offsei from t}tc mlet by at least 4'
vUM,tioOtiia❑ 13 Multiple drywells are located more than 30' apar[, cenker to center
vvAno❑tiIa❑ 14 1]r~,%vell is 7ocated wsthsr► 8' nf the curb lme or a maln[enance access route and easement are pro,,nded
v"❑N¢❑rrrnEr 15 Lh~tiuell grate elevatiors rs > 0 4' hclorv the norrnal t7aw hne at the curb miet
e•~s❑vb❑NiAg IlETENTIQtV PUND
ve11,'olliyaEI 1 A cross-sEcfion of the deientsobi pond as sliown
vezOtio❑xIaD 2 Latvn turf 1 hydro seeding anri spnril.ler system rs specified far pubhcly maintamed pands
r.Ovol:,v,.ll 3 I.}ryland grusses specified for ponds maintainei by hameowner's assaciations
r.❑no❑NIA11 4 13erm compaction and lift requarenienYs speclfied Gwhere necessary
v.❑Yo❑HInI:l 5 A 12' maintenance drive to the bQttom of ponds is provtded, it necessary (maxunum g,rade is 20%)
Ye.sLY,o❑NIA❑ EASErVLENTS •
rCslJrvdONrnE1 I All drAFtiage ditches have adcquzitc dramagc casefnencs for mamtenance
v-19'NeOwnEl 2 AlI storm sewer pipes haue adequate easements for mainienance
CitIO :Vi Porais & NrogranvslPlan Aeview Checklistdac Page 3 of 6
Rey,osed 08/011571
' l
resOtio❑NIA9 3 "1here are exasimg ar proposed easements for natural channels
vJ9.,o❑6n❑ 4 Eascmcnts for 208 sraalcs ure shown on tlie drainage plans.
vesMvo❑Nra❑ 5 A pu6iic tlrawage easement i5 provided where puhhc street drainage is diverted onto pnVate progerly
v~Qti60miA9 6 CriticaP low paints in the drairtage syslem are provided wxth nverflow easements
7 Eawnicnis are provided for cityweyl averflow directed over pnuate }araperty
WSONOEINIAH00
YrslInZIrvIn9, 8 C3verflawv easeznents are provided fram swaleslponds 1ocaced in lnw points, tivhere passible
re$nro11x,n❑ ERU DIMENTATTQIY CONTROL REQiJlREll'IENTS
Yce~iYoL'~J~1'lA❑ 1 'G.
YesL..JNJONIALI 2
I F+iEpORT R.EQUTREMENT5
v~Mi,,a❑mad 1 The calculations are stampel, stgner] and ciated hy a Washmgton P E
v.9Na11,xn❑ 2 A 5CS soils map is mcluded
ruLima❑,rn❑ 3 'fhe perpetual maintenance of dramage syskems is provided for pubiuG roaC~ - S470WnB CO'
Vm9no❑trA❑ TtOAI?S
vJ9,,oE1-ra❑ 1 Gutter flnw depth allvws frar clear passage (see CiSM Figure 37)
t~
vJ❑NQ❑,v,n19 2 A sire distwicc analysxs h,a.s bccn provided for cach intcrss.^ctiCm 0011CIOtnA
~a#, S~~
veY❑Ne~'rn9 a Asight dista~~ce ~:aseitzetzt lYas beer~ provided for ~encreachment >2 fi.
ve$❑Ro0Nia9 3 A stoppmg site distance analysis has been provided for each mtersection and distances are adequsate
YesB~No❑NIA❑ BiArSIN MAFS
Y.❑1e❑11A~ i > t4~ 'jcLg [tA m~ s
Ycs❑Nu[JNIA❑2 ~o~~ ~ ~ i~ 1 '~iiJIR ~
v«i~~~Nrn❑ 3 o arro~v an s e at~ shc~dm
v-Q,aEIn,E] 4 Sub-basms are labeled and correiate with caiculatavns
s•LZI~va11111A11 5 16,147~eck.r
rr11.1o❑N1n❑ 6
Ve8ON6❑MnRf 7 E\FStIrig dPa1ri8gQ COL1F$eS 8Te $hOLVri
rc81:1,voON~nE1 8 Propnsed drarnage caurses are shown
Ye=Da6QNra❑ 9 'ihe di-aiitage desigiz mamtains e::isimg sheet flow patterns without concencrating tlows
Yes~Nv❑N!h❑ BASL'qS
v-❑No❑NA] 1 1-Iydrologic calculatioizs are provided for eacli basui (RatLonal Forniula if 5 10 acres, SCS TR-55 if area > 10 acres)
YrfQnnEINn❑ 2 0 n-site ~ 14 year dcsign storn7 aiid otl`=site = 50 year design storrn
reZIva❑Nin❑ 3 Runoff ratc is co=nparad botwecn ontire basm and tnad area, larger rate controls
rJ❑h,o❑niw DITiCHES
re80hZINA] 1 Ditch calculations haue been provided (50 year stonn, plus 30% Creeboard)
Z~ai„❑,~ia~ CULVE1~Tu A~1T] k'~E 81t`S~'~+1V~5
vesOnG❑rJ9 1 F.iackwafer ansiysis fnr any pipe andlnr dtkch is inafudcd
v_❑ v6 ❑ ruA❑ 2 Iieadwaker calculakioiis fnr culverts are provided ~eed CZLPOLttiA CAIC-G, ~Ij~6ilj
r~XIxaQrunl5 3 "I'he heatiwater for culvert enirances 1s under 2iji for < 19 " in 0 and l 5 ~ for culveris greater than. 1$" m0
I;NL; ;VI F❑rrns &}'rogramslPlan Rtview Checkhsl.dvc Page 4 of G
Itevised []8101!01
. }
ve8❑ne11Ma❑ 4 The miniinuan velaeity rvitlun cach prpe oFthe pipe system is 4 fps
Ye11111NIAII S There is a nununuut freehoard of 0 75 feet m each catchbosin and manhvle.
v-11-NoON1AY h Riprap design ca1cLFlations are ,prQvsded
y e~I~~tio❑niA~ l1YLETS
YPRL1QtiQ~NJ❑ i CLUb inlei capacity cadculations are mcluded
reSEINo❑Mn❑ 2 Per-itneter ca]euiatian does nnt include the side oFthc gratc agamsf the curb face
ve8ElSoEIVa❑ 3, PeTIITIeteT 6f gCA[e i5 = 2 FOC CiliGLl]ai10115 WhCIC ltl#;CC 15 110 Cilit] O]]CI1it1g
,•rgCYVoC7M4C1 aos swAL~ ~ DRYwELL srSTEMs
v.B~VoEIMn❑ 1 Sntls type is "pre-approved" for drywells wichout percolation tests (see gage 4-15, G5M)
t•e$Qtiq❑nJi1r a If no, a geotzchmcal repvrt is included and recnmmendatinns are accnunted for
YES❑.e❑nra❑ 2 Siuale area is ~ required area frain `208' calculations for unpervnvus areas.
Ye-OIaElNrnll 3 2(]8 swale t7oor area, voli.une requireinents sized properly to treat impennous surface areas
s•-II,.ADMAN( DETENTI[lN T'OND
Y-11NoElruaD 1 Contai:is 50-yr developed
Yes[InZIMn❑ 2 Releases at 54-}'r pre-developed,
r.ONQON/nl:l 3 Control stnieture is ciesigied to relcase rates specified in the Conditions
YesOtiEhin❑ 4 Downsiream channc.l or pipc system can handlc prrapost-d flnws
Y,s0 ti6❑NiaE] 5 Emergency overflow weir tor 1DQ-year developed
t•.E1,11rria❑ 6 Sump pnor ta outlLt to cpnTrol structure
res1Jrro[:1rrln[:1 7 1" rnm frLCboard at 50-ycar dcsign sYorm as provided
WsOHo❑NIA9 EASEl1IElVTS
v- ONn1:1 xIn❑ I Eascmcnls fqr natitral channels are adequate to pass the 50-year stpnn plus a 30°/n
W11rvODrylpD 2 No pre-existing drainage easemenls on this parcel are affecLed by this plat
tie~~No❑~ra❑ 20$ LDT PLANS GMECI{LIST
vTS9N o❑~~a❑ 1 I.ot plans arG on 8'/" x 1 l" paper size -
ve4IYNQ❑,IA ❑ 2 The lok mAmber, black number, su6divisian name, date drawn, scale, notth arrow and street narne
t•e51JrNo❑,r.t ❑ 3 Easeinerit dimensions m relattan to prmperty lmes ar corners
v~s6Ko11 iwa11 4 I..acation of curb, sidewaIk or edge of asphalt
v.~9Ko:1rr1n11 5 Setback rLquirctnenLs.
reS~no0Naa0 G Swale tloor elevation.
r•c, Qnp❑viA ❑ 7 Swale floor dimensians in relation to prapert}= lines or carrsers
v~~@~Nd❑rv,aE] $ Rim eleuatioii diywell typz, fi-aine and grate rype, centerhne offset and statzon it drywclls
ves19,v-❑rvll 9 Curla cut stacion and normal tlQwlule unVert
.-FfNJ:3xiA0 10 Any drainage dttches, related easements, flQivlznc gradc and otlier required improueinents
Vedyno❑rrin❑ l 1 DeptlY frorn ihe nornial flowlmc in h0itom of swale
Yps19no❑Nen0 12 A cross section of the swale or ditoh
veAffrrgEIrriAD 13 Etisting easements, huildmgs, fiiture set asides, and required building setlaack lines
vr.n4❑r+ln❑ 14 The section draxving shows the concre:tL apran, Ft C W line, and grass sad ar seedmg if apprarted
v_[qxe❑w,A❑ 15 A F' E suarnped alE gages of the Lot T'laais
~ llr1~.
-D►rw-1vr7a& c'1 eVE:3 n 0
Eh'6 All Fonns & PragramslPlan ffeview Chec}distdoo Page 5 of6
Revised 08l01101
r
~ UNIQUE DESiGN ELENLEIV T'S ~
v~sC~~raC]~in~ UNI]ERGROUND GRAVEL GA,I,LERIES
r«❑rrQ❑,in❑ 1 'Che site is suitable for unrierg7ound gravel gatlenes based on the site screemng cnteria iDdie staiidards
Neb❑rvo❑Nin❑ 1 3 void rati o for gravel free space unlume is used or test mformation 1s prnvided to j ustlfy ratia used
►•es❑,aO,in❑ 2 Peic rate fi om faeld test is uscd tn devcInp oukf]ow rate
r,,J❑~.E1,in❑ 3 10-yr event ualume is cvniaiiied eiitiTely undergi-ound
Yes❑xe❑bvaF-I 4 1 00-}fi euent Volume is contamed by a comhmation af undergrotsnd storage and aboue groi.uid starage up to di:pth
v~~0Na12,iA0 S Sot1 znixture is specified for water ciepth m pond exceed'ang
r- 1:1 rra❑NIn❑ fi Entire galIery is evtapped in filtcr fabnc
vrsOho❑NNiA0 7 Asicquate freeboar-d as provaded in any ahoveground storage pand
I NOTEs ~
*DM. dCVL0XL0n r►eectcYd 4`0+, stdewa-Uz., rtext -Vo c+u.rb,
.
INhu axae dvt~1neekls iri +1~ ~roo~d w►#~t cc~.tlaa,si~s in sw~.~'~''"~
• W ln_ rmaf%an ►s rt ~a~-9`~~' (l S?
EN' G All Fnniis bt YragramslPlin ReVi(' w Checirlrst dae - Page 6 cfG
Revised 48l01l01
~ _ .
Pre-1]esign Meefing Notes fbr Yraject: Page- 2
Spokane Cnunty Pu6Iic Works
~
Fivad Pians
I. RCiad Cla.551fiC7$IpII35 and De51gII t.T'TIter1a.
#1 It #2 #3 #4
Street Name intw,~ IA04"Al
Classification caisuve- Izz& h"06
Roadway Width, W L'dm^F Cul+O~~~
MinimlltTL T1ght-C)f-W~y width L` 4
see nute (1)
M1I1. HOILz. Curve W/ 3[lper
Mil.l. HOriz. G'i]Pve W/4 SL1.peI'
General Laud S1agelTerrain
Design Speed, mph
Curb Type & G1ear Zone
(see Sec. 3.15)
Sidewa.lk requixed? (Yeslnu) q(L Op
Nc►te (I) Additional right-of-way znay be given by the Spansor.
Discussian: I&*r&WXF P30*4 h&,OqW ag-
LAK&ug;~ . 1~o. 64f,
vm4c WU 11S "pLox.
2. Accarding to the Tlesign Engineer, wba# as the maximum number of units which will have
access from a single roadway? .What is the max. allvwed per Sec.1.D37
Ain!mmrfio~~~ dc/~Princif~pal
3. n sp~ing is 3~I(i' far ~I~ng a ar3~Minor Arterial (ger Sec. 3.04),
and 150' for a CoIlector or Lacal Access street. What sgacing as gravided fvr t.his project?
7 ~~t tml&d
spOKANE CvuNTY CdLCULATION SHEET oFF`cE oF cOuWrY ENGINEERs
-
Dsscription: -MId[ EAY77 e--tFact. ~rd AcIcL- Pr.)ect Na: P 17 5 18
Cafc. by: Date: Tftle:
Cheeked by :~y CQ,~.1'l- 0a#e; Aun 1 2W, Sheet of
Nvtes : A
~Ref~Tence ~ Ca1culatiQns
~Cd~l $ 1 -dlt -~-~Y-r-~
~ 9. ~edc~`t~r~~3 ailFc: ~a[af + ~raI R~a W
la [.o c A v~ft cte +t5 rv.t►ieaC .
~ - ~'►3 ~ ~ ~ ~Watk-S am r-e u i r' aCo
~
terr-n.C±C r~ ~~r~ ~d A
T
-
~
~ ~ ~ ~ H ~~u,G ~ ~ ",~'-~,•rrr~~t.rc;~~___ _i,'_~ _ ; `r~ d fr3r ~tl~'-- -
'
rn ~~►-r~c~.~,__.. T~rs I r~ s l
S~ a.f.~r~ i~I o~ p~'a
~
~
~
~ I
7i+ma exsio_r).! ~
I k a
vw-TV- ! 19 S~.n dh M, s
~ ~(0, . 100-e►d taw, n D~ t ve o- .a ltoc f~r 4v
,
~
I
Ghuck Simpson, F.E.
P1752S - iViidilome East 3`d Addition
1°L Submitta!
Aprit 2,2001
Page2 af2
■ 208 I.ot Plans
o A section detai] needs to accornpany the T.ot Plan far each lat with a wa#er quality treatment ("20811}
swale '
Vo The Y.E. 5taanp expiraEian date needs to be campleted
• Calculatians:
,,/o `I'he F.E. Stamp expiration date needs to 6e completeri
voo Basin areas in the calculatians need ta he coordinated with the grading hreak paint stations nn fhe
plans
Vb The Sasin Map sndicates that Basins B, C, and 1 dispase of runvff frorn offiite areas, Thes€ hasins
need ta be er+aluaied at the 50-year event
V ❑ I]o she 208 vrrlutr►e ca1cuIations consider the cuntributing siderralk area? i5s'cteVAOLE~L 814*C5 OLWaN
• Plans frrnm i he rrnod d►rreCtI
o ~ ,S'~v~►.l~ .
%~b t appears crvss-s opes at e venu c ana o st ian may not meet the 20/0
minimum, and may exceed the 4.5°lo maaeirnvm. If so, the County Engineaer will need ta approve a
T7e i D
0
1
~
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e~rie~ Fv-eVkC>L
~
DEC-05-2001 e9:18 5IMP5QN ENGINEER5 509 926 1323 P.61i02
Pgvr~sd 19~G
~ timp son L'Tagzneers, Inc.
N 909 Rrgvrane Road
Spakane WA 99212
Pfaone 926-1322
Fa.lc 926-1323
ftt
Ta: From; {c7 u He-I+
Attenlian: Pages: [Inuu[4ng Ca`+er Skscet)
Fam Dat+r: t
Ra: ~-3 r aA cic}. :
0 L1rgerrt M Fvr R"ew D Please Comrsscnt ❑Please Reply 12 Fer Yaur Requrat
■ Carsamenf,s:
-A~ S 4--,~ ~-inf rs s,. GL
[r t■ ~ 1+►a. ~+.1+-~ ~Qa 1r
~1 [ EA.st ,~r~ ~I
6 • ! L ~ l 1 a'IiVL i~ 7 .-•~R . ded 1 K ~ 126 ~ fk ~i&&6 79
4-'al-~ra- h C`..,,GL-11 L'q_ &-A~ CR.. S ~ `r c.1w -cl 4-lA..l ~7!
lf yau r~~ied t~s fax in error plem cag 926-1322 and iet us knc,w. '{hank you.
DEC°05-2001 05 :19 S I MPS4N Et*►Ia I hlEERS 509 926 1323 P. 62i02
STATEMEN'a' C]F ACRFEMlENT
the °•5pomor'',1as encercd iuto a
conuac'rual agreemeni with ~ t m~~. rr) 0-,rf . the
J
"Lnr
'ineee, to providc cngitatering -qmir,ts for M E. CIL &4,[,
Spokane Cvunty Project# fi'" V1 S 1 18 .
! , The miniiIItun 5cvpe of tleae ConstluCL"lc]n enginc'ering servicis inCludes, but iy noe
1imited to: •
a, Daily aisservaxion aad reposting vf consrructioa acti%ities on rhis proje`c;
b. MWntenance of alT ~onstructian recQrds retated co this prvj"z, to ir+Clude, hut not
limited to, daUy in5pccuon =parts, maawfacturers' ecrtifications, m3ttirial rcSi r6ports,
and r.orrvsp4rLdcnce;
c. Assumnse that'ihe construCtitltt of the rvad9 and apputenant drainage faczlaties is
aceording tv the cerfi$ed and apprar+ed gIaw acreptcd by the Spol:acie 4ounty
Engincer, 3pukane Cauacy General ProvWons, the Staridard 5peci3ications, aad
applicabie partians of thcWSDOT Carauuction Manuat;
d. Staking and maaumentativn
c. 13eveIopn=t nFRecord Dmwings, and
f Testing of'mntitmctinn mataial5 for compliattcC to the plans ac€epted by the SpAkane
Couunt'y Enginecr, -Spokanc Cvunty General Prvvisinrrs, the Smadard Specifications, and
appiicabYe gmrrtians ox the 1NS.DOT Cvnstructaon Manual,
all according m the editivn oF the "Spatane Caunry Standards fvr Road and Sewzr
Cvnstruction" go`►ernisg this prvjec-L
ftar to acCcpmce of the roads ancl draimge facilities by Spakarie County, tile
Engin= shali submaC W1 constnutavn rwords anci Lhr Record Drawings co the
Spokaae CQunty FrYginw. .
3. ThczotaF as~matcd casr of dwse cons=rivn enraeeriug wrvices is $ &000
Clwa . Enginecr _ C
Date flate 3 12-7 10 1
TQTAL P.02
~ -
, ,
~ &impson ~ngII~e~i~~~ ~nc. CLARENCE E. SIMP50N
1901- i 987
RPCHARD L. SIMPSQN
CIVIL ENGfNEERS AND LP►ND SLIRVEYORS CHARLES E. SIMPS(]N
FOUNDED 1946
Licenced in Washington and Idahv
N. 909 i4rgonne Raad Spakane, WA 99212
(509) 925-1322 Fax: 926-1323
December 13, 2000
5cvtt Engelhard
Spokane Gvunty Engineers
1026 W. Broadvyay
Spvkane, WA 99260
RE- ,AT]T 36'h & McDanald (Midilome East 3`d Additian)
Dear Scott:
T have reviewed and believe the ADT ta he 160 trips per day if we placed a 100' radius at the centerline ❑f
36'h and McDanald. This is based ❑n the assumptiQn that 25 1ots (Lots 1 thru 8 Block 3 and I.ots 1 thru G
Block 4 of MTDILOME EAST lsT ADDITTON and T.ats 7 and 11 Block 3, Zots 1 anti 2$Pock 4 and Lots
G thru 9 Block 5of MTI]TLQM'E EAST 3`d ADDITIC]N) would traUe1 svuth ta the school and back twice a
day. The reaznainder of their trips wDU1d be nvrfih to 32~d and not be affected by the 1{70' radius. Lot 6
Block 3 and Lots 1 thru 5~lock S vf 1VITUTLDME EAST 3rd ~~ITIQN could travel either direction and
therefvre a full 10 trips were assunned for them. This totals 150 ADT (25x4 + CxZQ) and therefare a100'
radius curve should be a114wed. ,
~
Sincefely,
Simpsvn Engineers, Tnc. E6 Is
~
Charles E. 5irngson, P.E.
. Enct. - s 1 xli portionofpxeliminary piat
-8 ' x 11 proposed realignment with 100' radius ~EXPiRES 7J 1 Of
~
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,15EC-15-2002 31:07 SIMPSDN ENGINEERS 509 926 1323 P.01/04
Founeed 19+4
,
6simpson Engine ers, Inc.
N 909 Arganrae fload
Spokane WA 9921 2
Pnane 926-1322
Fac 92s-1323
RK
Ta: 5 A F.s V'f 4C I 1-1,r-5 J!- ~ Frvnn: M~ y.C
~
At#erdon: F'ages: (7jsciuding C,over 5h=)
Fam A'[ 1 - %,'7 4-6 Gale: + ~'t S, /QQ ,
Re:
❑ Llrgerst Q Far Review C] Please Caenmont 0 Please Raply 0 Per Your Request
• CQTRl01ftz:
~~1►T~~{ S L4~'~~ V~ 1 V v ~ l'"j ~T'O
~ Gs~ T'T ~►+a~.t.,~+p ~ C31ul71s►r~ }•~C~3~~4 ~C .
~Cl~ •
lf you receaved this faia in wor pte2se call 9-46-1322 aM Zet us knaw. Thank yvu.
~
DECR15-2000 11:07 SIMPSQN B4GIKEERS 505 926 1323 P.02/04
. .
- - ,
.
C ~ RENGE E. SiMPSDN
impsor~ Enci~ers, Ir~e. ,~,-,9g7
- RICHAR[? L. SIMP50N
CIVIL ENGINEERS AND L+4N0 SuRUEYaRS cHaRLEs E. sIMPsoN
FauNoED ,gas
[icenced in Was,hingtar+ and Idaha
N. 909 Argonne Road Spokane, WA 99212
(509) 926-7322 Fax: 926-1323
Deeember 13, 2004
Scatt Engelhazd
Spnkane Caunty Engineers
1026 W. Broadvvay
Spokane, WA 99260
RE: At?T 36`h & McDanald (Midilome East 30'Additian)
Dear Scott:
1have reviewed and trelieve che AUT tv be 160 trips per day if we Fhmed a100' radius at tha centerlane of
36`h and McDanald. This is based oii the assumptian that 751ots {Iots 1 thru, 8 Black 3 and ~Lots I thru b
131ack 4 af MII3IL,QME EAST 1sT Ai]PMDN and Lats 7 and 11 Blnck 3, Lats 1 and 2 Block 4 and I.ots
6 lhru 9 Elock 5 of NIIDIL.[]ME EAST 3d AI3I]TTIOIY) waWd travsl south tu the schoal and back twice a
day. The remainder vf their tnps wnuPd te north tv 32'd and not 'te affiected by the 100' radius. I.ot 6
Block 3 and L,ats 1 thru 5Block 5 af MIDTLANE EA5T 3`a ADDI'TION oauld travel either direccivn and
therefore a full lU trips vvere as5umed ffla them, 'Y`his tvtals 1641 AI]T (25x4 +6x10) aad tht-refare a 10(]'
radius curve shauld Ue allawed.
Sincesely,
Simpsan Engineers, Inc.
Gharles.15. 5imgsnn, P.E.
Encl. - 8Ih x 11 pvrtion vf prelimi.nary plat
-8 % x 11 proposed re2Giigmnent with 100' raditts
i1EC-15-2000 11:08 SIMP50N ENGiNEERS 509 926 1323 P.03/94
G ~ ,A VENf "E
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Futu Acq._tan A ~ . ~ a '
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, DEC-15-200H 11e09 5TMP5❑N ENGINEERS 5e9 126 1323 P.04fe4
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TOTAL P.04
Calfan, Cindy
From: Gallan, Cindy I
5ertt: Vllecirresday, Octaber 31, 2009 11:14 AM '
To: 'mike@simpsonengineers.carre'
Cc: Hohman, John
Subjeet. P1 751 B Midilorne East 3rd Addition - drainage language
i
Ha Milce. i
i
Attached is the d~rainage language for P 175 1 B Midilome East 3rd Addition. P1~ put t~sis langru~c an the face of the final
plat. ;
~
~ P17518 arainage ~
larguage.dw ~
Thank you, ,
~
,
Cindy D. Caflan, E.I.T. ~
Pia, ~mew Engmeer neveiopmenr services i
~ivis~on of ~~~g ana Roads !
-flan@w&-ec-nay org I
(509) 477-3600
i
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OffiCe of tle Couanty EngIleeT
Spokane County, WashinugtaII
Date: Octaber 31, 2(}01
To: Chuck Simpson, P.E. CC^
Simpsan Engineers, Inc. From: Cindy Callan, E.I.T.
i
❑evelopneent Engineering Ser`trices ,
i
RE: P1751H Midilome East
Please note ttxat the following infazmatian must be placeci on the face of
the final plat.
I
i?RAINAGE LANGLTAGE : ~
i
A inarre easements, as plattei and shawn hereoq which are fbr thhe purpose af r,onve}ing and starang
starmwater runof~ and for ixastalliug, aperating and maintaining drainage ponds and drainage facilities
which aiispose caf and tteat stormwater runof~ are hereby grainted to 5pofcane County and the Midilnme
East Homeowners' Assraciation.
Spokane Caunty and its authorizod ageuts are hereby grantecl the right to ingress and eg;ress t~, aver and
from al1 public drainage easements for the pusposes of insgectic+n and emergency maintenance af drainage
swaies, pands, ditr-hes, culverts aud ather dranage facflities, if not properIy maintalned by the praperty
owner(s) ar tt►e Midilame East Homenvtmers' Asscaciatean. 5p6kane Couuty does nflt accept the
aresponsibility to izsaect or maint,ain dn'ainage facilities located autside of public nghts-of way, except in
cases where Sgokane Caunty specifically assumes that responsibihty in wrztnng. Neither does 5pokane
Cauuty accept any liability for any Wure by the pragerty owneg(s) to properiy xnaiutam such areas.
T'he praperty awaes(s) within Ch,is ptat shaD be held responsible for keeping open and rnain#aining the
surfiLce path of natural ar man ma.de drana~e flovv over and across their respective prmperties. Yf the
pmpezty ownar(s) fad ta maintain the surface path of naxuml ar man-made dr~,~e flaw, or drainage
fa.cilities on grivate properCies, a natic,e af such failure rnay be giveai to the properiy owner~s). Tf nat
caraected witloin the perirad indicated crn said notice, 5gokane Caunty has the nght ta c,cfrreact the
maintenance faillure, or haVe it corrected, at the expense of the property owner(s)-
Any buildmg that is constructed on a Ztat m this plat shall be set at such an elevation so as ta pravicie
positive drainage away from any draanage entrY point #v tFie building (i.uciudiug but n4t Iimitet to awandow
vvell, a rrvindow unprotectod by awindDw weU, or a doarvvay). Said pasitive draxnage shaIl r,vnsist of a
nainimiun slope of 3% away frvm the buildiugg for a dis#ance o#'at least 10 fxE from the buxlding. The lats
shall be graded sa that either a} aH runoff is routed away from fhe buildmg, and canveyed over the lot to a
natural dsainage swale ar approvad drainne facihty, ar b) cirainage interceptted on the lot is dispiosed of on
the lot xn an apgrvved dramage facility Afl drainage facili-nes for this glat, including any `248' swales,
shali be cons-trucred in aecardarrce with the approv€d plans crn file at the Spokane County ~~rgineer's
~3~'ice Any pra~rosei changes to the approv~ raad and drainage pP~ must be apprvv~ by th'e Spokane
Counly Engineer's {]~'ice priar to cnnstructian of said changes
There may exist properties Iocated uphill STld ad)aCEIIt to 'CI7i5 SLlbd1V15P6ri that periodically discharge
stormwater runaff oarta individual lQts within this plat. 5tormwatec runoff frorn nearby upUl praperties
should be expwted, aud during snow melt periods err wet seasvns the iots may be subjected to higtzer
arnounts of stormwates a-unoff t,hat what is nonnally csbserved or anticipated. Secause stormwaer ruinoff
fi vm adjar,ent properties haVe discharged onta this p'lat prios ta developmen#, stvrmwater runaff wi11 iikely
carnttinue w da so after developrnent
I
The property owner(s) within this plat shalI maintatin alI water quality svvales (`20$' swales) ana drainage
ditches situated on their respective prapertaes, and any partian of a`20$' swale situated in a public nght-
of way adjacent ta their respoctive properties, with a perrnanent ground cover as specgfied m the currentty
approved and accepted plans on file at Spvkaze County Engineer's Offiee. No stmctures, u►cluding fences,
shaall be constructeci directly aver or wiChin a`208' swale withQUt the expressed wntten cansent of the
5pokane Caunty Engneer. Spokane Counry does not accept the respansibilzty to i,nspect andl6r maintain
the drainags eaasements or dramne swales, nar does Spokane C:ounty accept any liability for an}r fazlure $y
~
laie Iat ovvner(s) ta properiy mainCain such areas
I
Tf the praperty owriers fail to maLntain the drainage facilities, tfie Nliciplame East Homeowners' Association
or its sucr,essors in interest shal1 maintain draunage facilities in canfvrcnanre with the approved pIans on fiie
at the Spakane County Engineer's Qffice. Maintenance of drainage faeilities includss, but is not lunited to,
keeping open and cleanix►g ditches, drainage pondss 5VV'd1e5i etc, replacement of drainage £acilitres as
needed, and maintar~g hve native-type ds}+Iand gra5ses or lavvn iurf in t.he `208' swales, vvtffi optional
shrubbery andlor trees, wbaeh do not obstruct the flow and percaIation of storm draina.ge water m tkte
drainage swals as andicated by the approVed plans T#ie Midilrrme F.a.st Homeovvners' Association shall be
responsible for payment of a11 clauns and other liabiliCies wtuch anay become due frbr said mamtenance
responsihihties, ~
I
If the MidpPome East Homeowners' Associatian, ar their successflrs in interest, fail to maintairi the cirainage
facihties in canfamiarace wifih the accepted drai~e plan can file at the Spakane Couxtty Engineer's [3ffice,
a notire o£ such failure may be given to ttie Mndilorne East Homeowtters' Association, or their sucr,essors
in 1nterest, by the County Engineer. If not corrected withiri the period indieated on said notice, Spokane
Gaunty has the riaht to correct the rriaintenance failure, vr have it ccf'rrected, at the expennse df the Midildme
&-tst Homeavvners' Associatoq or their successars m interest.
Should the Midilame East Hame.owners' Associa#ian be #,emunated for any reasan, the su.:cessars in
rnterest shall be the individual 1'at owner{s}, ar their sucressors sn Lnterest, who are members af the
Midilame Eastt Hamenwners' Association at the time vf said termination. The successors in initerest sha11
share equally in the responsibiiity and cost of maintauiing said draixsage facilxties ;
I
r~ .
~
i
TRANSNATTf]N TTTLE INSURANCE CCJMFANY ~
720 NORTH ARGOZYNE ROAD ,
SPC3KANE, WASHINGTON 99212
(509) 922-22221 FAX 926-1519
PREPARED FOR: '
SBIPSOh EItiiGINEERS
.ATTN: MTKE PHTLLIPS
909 N ARGC]NNE RD
~
DRDER NC1: ME-233297 RE: MCDILf)ME EAST 3RD Al]DITI4N ~
S[.TPgiLEMENTA]L 'I'[7 PLAT CER'I`TFICATE NUMBER: I
ATTENTI(JN: This Supplemental cantains changes which impact title to praperty set
£orth in the above - referenced comrnit.ment.
Excepfiion No. 1 is amendeti as fQllaws:
Taxes and assessments, if any, n❑ search having ~een made theretzf, as to parcel na.
45345.9125.
i
Fareel Na(s). are provided from the latest Assessor's Maps avaiPable to the ' .
Company. Said parcel num6er(s) are n4t a anatter af the public recurd therefor, the
Company makes no assurance as t+a validity or accuracy relating thereto.
i
There has been na change in the titIe to the properiy covered by this order since 11'Iarch
31, 2000, EXCEPT the rnatters noted hereinabove.
lr??ated as af Augaest 24, 2401 at 8:00 A.M.
TRANSNATrDN TITLE INSiJRANCE COMPANY I
Bv Michelle Erwin , Title C7fficer
. . . -,RECEI11ED RECEiVED
,1uL 2 5 2000 ~~OKANE COUnrr,r
MKANEWwME14GIKgRANsNATIoN 'r. f TLE zNstRAvCE Con~pp'VUl 14 7no0
I,VgFtTPi 720 ARGc]N1aE
SP{?i(ANS', WASHINGTQN 99212 DIYISkON OP PLANN1NG
Prepared far:
4]rder No.: ME-233297
52MPSON ENGTI+iEERB Charge: $17 a . 0c]
ATTN: DWAYNE Tax: $ 14.1$
909 N. ARGC]NNE RI]. Total: $189 . 1$
P L A T C 9 R T IF I C A T P
Certiticate for filing Plat of : "
MrL7ILOME EAST 3RY] ADDITIl7N.
In- the matter of th~ subdivision to be submi,tted to Spakane County fnr
approval, this cQmpany has exaMzr,r:d the recards af Spokane County Auditor's
and Clerk' s offices, and Ghe rercords of the Clerk of the ilnited States
District Court holding terms in saS.d county. This certificate is made for
the purgase herein specified, anc3 _is not to be used as abasis for cZasing
any transaeCion. Liability is la.iiuited to the atrkourit, af any, paid far this
certificate. FrQm such examination, the carctpany hereby certifses th.e title
to the following described land, in said Spakane County, ta-wit:
"SEE LEG13L DESCRI PTION"
rr"I'E C E fV E Q
JUL 2 2000
,SPOKANE CauNrr ENGINEER
,
~
~
Page 1 of 4
i -
Order No. ME-233297
LEGAL DESCRT PTION
That partion of the Naxth half of Section 34, 'I'own.shzp 25 North,
Range 44 EasC, W.M., described as fol,laws:
BEGIN at the 5outheast carner of Lot 6 in Block 4❑f MIDILOME EA,ST
2ND AI3DITI❑N, as per plat thereaf recorded in Valume 2s of P ats
Page 35;, the next 5 courses are alang the Southerly and Easterl.y
line of said Mri]ILC]ME EA,ST 2ND ADL3ITIO1V; thence Narth 0000614911
East, 125.04 feet; thence Noxth 69016`5011 East, 140.59 feet; thence
North 00014'25" Eastr 279.78 feet; thence North 02051'26" west,
46.27 feet; thence North 55°54'38" East, 58.80 feet to the
SOUthwest cerrner of Lot 1 in B1aClc 6 of MID'ILQME EAST IS'F ADL]TTZOIV,
as per gTat thereof recorded in Volume 24 of PJ_ats, Pagg--1--
, the
next seven eourses are along the tautherly and 8asterly lines of
sairi MZ17ILdME EAST IST ADDITION; thence 5otzth 89045'35" East, 53.18
feet; thence Noxth 35°27'28" East 104.04 feet; thence 5outh
89045135" East 122.50 feet; thence ATarth 00014125" East, 85.00
feet; thence SQUth 89045`35" East 122.63 feet; thence Norrh
23042'4411 East 125.53 feet; thence South 89055'42" East, 125.00
feet to the Southeast corner of Lat 6 in Hloc3c 4 of said IST
ADDITION; thence SauCh 00114'25" West, 778.00 feet; thence North
89055'42" West, 125.00 feet; thence South 47038'00° West., 67.93
feet; thence North 891153'11" Westr 553.54 feet ta the Point of
Beginning :
Situate in the CaunCy of Spokane, State of Washington.
~
Page 2 of 4
flrder No. ME-233297
V-ESTED IN.;
BAR--4 --BAR, rNC., a Washingtan Cnrpcaration.
EXC TIfa11"~5: -
1. Taxes seeszment-s-.--if any, no search having been made thereof, as
to Parcel IVa, 45345.9119.
Parcel Nas. are provided from the latest Assesaor' s Maps available to
the Company. Said parcel numbers are nat a matter of the public recorr_i
therefor, the Crmpany rnakes no assurance as t❑ ualidity or accuracy
relating thereto.
2. Liability to future assessments by Model Irrigation District NQ. 18.
3. Reservatians contained in deed, recarded on February 11, 1964 under
Recording Na. 995465H, as follows :
Reserving unto grantvrs a strip of Iand 10 feet wa.de on each side of
the water main running zn an East~~ly and Westerly directiQn acrr ss and
over a portion of the described parcel for purpose of maintaining,
servicing, replacing ancl overlaying.
4. EASEMENT AND THE TERMS ANI7 CDNDITIDNS THEREOF:,
GRANTEE: Edgar Bueschke and Louise E. Bueschke,
husbarxd and wife
BENEFIT QF: Property owned by the grantees adjaining
herein described property on the east
thezeof
PURPOSE : Underground water main as existing and nnw
kin g] ace
AREA AFFECTED: Over the West 1140.4G feet of the East
2548.76 feet of the NrrtM 2653.75 feet of
5ection 34, Township 25 North, Range 44
East, W.M., Except 32nd Avenue; Situate in
the County ❑f 5pakane, State of Washington
- said water main extending in an East and
West directian acrass said praperty and
being aQprox. 1282 feet south of the
center lane of 32nd Avenue ❑n the West
side and 1317 feet South of the centez
lane of 32nd Avenue on the East side
RECORT3ED: June 9, 1976
RECORDTNG N[7. : 7605090434
Fage 3 of 4
.
C3rder No. ME-233297
5. EASEMENT AND THE TERMS ANIJ CONDITIONS THEREOF:
GRANTEE: The Public of the County of Sp❑kane, S'tate~
~f Washington
FCTRPOSE: Drainage easernent, purpose af installi,ng,
operata ng and maintai.ning drainage
facilities to dispose of runoff and right
af ingress and egress to all drainage
easemcnts adj acent tv the public ri ght of
way
A.REA AFFECTED: Partion of NDrth ha1f of 5ectian 34,
Township 25 North, Range 44 East, W.M.
RECORI3ED: June 18, 1996 FtECORI] ING NO,: 4005229
5. REAL ES'I'ATE CU1dTRA.CT ANL7 THE 'FERMS ANI3 CC3NDITIONS ;HEREOF :
SELLER : QBar-4-Bar, Inc . . ~ hingtc~n Corpoa~ation
PURCHASER: dilQrne, Inc., Carporation
RECOF~DED : rch 9, 199
RECC)RDING NO. : 94'0-~G-
EYCISE 'I'AX RECEIPT IVO.: 0094003452
AF'FECTS : This and other pzopezty
DATED A5 flF March 31, 2000 at 8:00 a. m.
TRANSNATION TITLE xNSURANCE COMPPNY
For service an this azder call:
(509) 922-2222 ~FAX7 926-1519
Michelle (Micki) Erwin, TitZe t7fficer
ENCLQS[7RES: Paxagraph Nos. 3-6
5ketch
dg
Page 4 ❑f 4
~ ~ V-3
' 4005229
~ PBlC; I of 3
Q611Bja995 ism
32nd AVenus Ho. 434 S0.07 5olen! 4'i@. M
.
P$ 1751
BPOfSAttB C4IIttIT SN0IHEEFtTNL7 QBPARX3#$HT _ . ~ .e.'
spokane county, Si'anhingtan
f]RAINAGE SAS~l3F~ji , - z . - ' .
~ ~ . _ • ° .
?ha Orantar(s) NIDIIAME SNC~~,'a Washinaton Gnrvoratian-and SAR-4-8AR. 2NC_.a , , r, ,..e.,_
Hashingtd~r Tt~rp~iat$otr°.' _ _ ' .
of khe Cawnty of 5pokane, StakO ot Haehiagton, far and in coxsaidesatlon o! Nntue !
Peneiits, the recaigt of whLrh Le herekay acc&naw3edqad, granta to The Pufa!£v vf khe
Cvurrty of 8pakane, BEate of Neshington, a ara£nage BAaement aver, under, nnd acrge■ °
• ths #ollnwing desoribad teal ptaparty eltuatad !.n ths Gavnty of Spokane, Btat4 of
Wnahingtoras _ • • ` . . .
F.asnQent'A": Parcel Ho. 45342.9009 .
A driinage emmcre oimr, under sttd u-rm " pcrtion dthe N In aC$q3i rrt 34 3; 35 N.. R. 44JE.WM
4, described a4 fnEla►►s: ' • .
• HcgEn at tPir S+tWtasnet ef saW 5ection U; [hence S. 89° 37' 19 F- along the Nvreh Iine githe NW 114 ot said
~ 5ecOon 34, 133&.8i9 fee[ tn thr anteta=tion Aitha line thae 6r.ars N. 40' OG' 44" E. frrorn apolnt nn ihe 5oudt lixee
cf seid NW 114 Wrfdch is 5y 89° 47' ]8" E.. 1330,9I feet frrmthe SN tvrner af said MW 114; theatt S. DO" 46'
6 49" W., 30.04 feet l01he 5muth right of way (RlW) linc of 32rd Ava thcnce S. 89° 57' 19" E. along s$Id Scrut]e
~RlW 1305.64 fett ta Ihe East aine vf saiQ NW 114; ihevcx S. 89° 33' 39" E. along said B/W. 119.04 feti La !ht
•~a , East 1ine of ihc Wcst 119.(k3 Feci of 1he PE 114 af said Secticn 31, dvm= 5.00° 14' 25" W. Wong said Ezui tiw,
558.00 Fect; t,o !he arne paint aLbeoinn'aa, thmac H. 89° 35' 42' iv, 125.0D fmt ahtnsc S. 730 d 2' 44' W. a
citseanet at 87.33 fcst: thenre 5. 89° SS" 42" ,E. a discaute of i59.76 ~tt; ths=3Q.IXF' 14' 25' ~~r.incc ¢f '
80.0D f~ect ta t,tu trece gaint o[5tgisi~is~ ' .
, .
F-ISCattn! "`a": Farcel Na. 45342.9098 ' q 14 daa[nage raserocat mm, nndes aAd amm tbat pcctiam nf the N!n af SecEPea 34, T. 35 N-, A Os F-WIVf.
►tescriFiod as follcw • ,
8egi.n aC thc 3d'4V' cxorncr aPstid SeWan 34; (hca+e S. 840 57" 19 F-, atang ther Nanh iPnc af ebo NW I/4 of sdd .
SatioQ 34, 1356.80 foet to the Iukrswflon w3th aHoe tbar bcart N. 000 45' 49" F- Tram m point aa the 5osth lIne
`11~ ot said PiN 114 which la S. 89° 47' I3' E. , 1350.91 fect fmm tbc 5W eosxes of 3aid NW 114; thsrwc 5. W°0l•
49" W.. 715.71; ehr,ncc S. 99' 3Y 11" E. a dEafaace of 138,43 fact to thc tsue pv{m at bsgkming; theme
wt►Gening S. 89° 53° 11w E, a di4thttae vg 11,93 fsa thetve. S. 24' 52' 5E" E. n distmrm of 100.01 iber; tlxa❑e
.
N.89° 33' 11" W. s d!s[asa of 11.51 foe4; therve N. 2r 92' 38" W. A dimaoe n{ 100.0 t f~et to tlsc true paint of
Drainage $aeement8, aa deecriberl hereinnbove ase for the purpnae of dne'Eeeilinq, •
operaging atsd rneintaininq dralnage 'taciTfEiea tc diggvsa aE ruaQFf, are hereby
granted to khe publte. The Csaunty of sgokena ig hereby qrantes! Che right e,+f
~wzo 4.ngreea and agreea to e12 Drefnage Eaeementa adjacent to the gubllc riqht of way. _
Yha praperty ownar ahell mal.ntaia the dra3naqe eree with e pszmansnt live rovet of
'
~ laem turf, ►aikh vptivnal ehrubhsry and/vr trees, rehich r!o rat ahatruct the Elow eed
parcolatlon of atarm drninage wtsker in tha drainega neaa aa €ndicaked by the
apgravad glans. "
The Grantar will conatrnct the draLnage facill.tiee Sn csangarenancs wfth the approved
plane an ftie fn tha County Oagineere olflce.
?he individual laE ounere or their aucceseose in Pntereat shali maintefa tha _
draixrage lacilitlan in caniormanca viCh the apprvved plann vn ElIe in the Snqineere
Oflics. Thn property acen9r ns hio repr[eeentatfve aha1T Ireform each eaccgediag purCbeHer of -
all DrakaAg~ Zasecnenge bn the propgxty end his reupcsnaibilLty for maintafnfrlq
drainage lnc3lities withln aaid Drainag4 Saaeentsnte. Fd.E. Exyise 7ax F.~ pt .
~ • A
005229
o' 7
09:56k ; , .
~.6~ p/~ ~y - - SU.O~ Soakasx Co• ~ r T "
W LIY 6 .c'',
The dta3nage Fanemeat deacribed herelnahQVe Is to and eha].Y run wfth the land. He madSficatian o£ the baundariea of eaid Drainage Easemaat aan ha atade wihhoUt the grioX approval eP Spokane County,
Hhenever the individuak lot aRanera nr thefr succeasara in intereet gaTE Ev maintaia '
the drainage facl3ities in conformanca saith the apprayed arainage Plan, a, notica
wili he given tQ the Lndlvidual iot awnera or their succeeeora in lntereet by the
s 'CavnEy. If nct corre¢ted after ten (101 daye, the Countg Aae the right to coerect ' .
the maintisnance failure or have ft correctad a,t the expense of the LndivisluaS lot
awnere or their sucGeaear$ in Lntereat.
5pakane Cvunty daes noC a¢cept the reeporeaLb9.3lty af mainka3aing the dtainnge ~
emurea ea pXivate lvka erl.thin Druinaqe 8asemente or fAAOdgkafn axeea, nvr the raepvaeibility for any dralnage whateaever, faeludiag tsut nak il.mited ta lnveree
conc3emnatiors t❑ any progerties due to deficient canaknset-Lan andJnr ma#.ntQnance of '
dral,n+sge Gvureee in Drainaga Eaneuents vn grivats praperty.
Thie Deainage Easesnenk will termingte at aueh kime the deacribed srQaa axe platsd.
1N VS'tTNGSS VGHERL•:0P, 1t,e tindersigriecf Ims caused ih#s instrutnetit iv be execuled an tliis 17th day of
June 1996 ASTI]II.DME INC.
Bye 11~ ` • . _ r:3~, .
~ice, ~ , ~IRvhert Tamla,nssan, Secxetary • ' , • - "
s-rAsE ar• wnsftiNcTatv ~ - _ ' - -
cvurrrY ar sPQKnNE ' ~s • - • ~
I eerliCy lhat I knaw vr ftave SatiS!"acbry evidence lliit RQbert 2omiinson ' .
(islarc) [hc person(y) rvlia a~peared f3eforc n}e, ancl said 1rerson(j) Rckiiowleclged l1iat (hcJahe61fiey) signed flils
inslnuefeii[, on vatlt stateel glat [IieJtha"3 (waslAlene) autl»riaed ta execiite the inslrument and scknotvleclged '
it as dte nommmona Searetary - , '
Midilame, xnc. pf . , _ •
tv be the free and voiunlary ac! of suclt par[y for llie uses and •purposes menlicaned in lhe lnsltumew. • . -
I?a[ed llii9 17th day of June ~ 1995 , -
t
~ior►• N~r Y F~ Uf3LtC / .
; Pnh~t ~ *
„MyoorrMiSsKWMIRE& ; in and fur tlre 5lale of liVashingtcm •
.aNE21, tM . Aeseding ad SPOkgne. . .
. MY aP6oinNnent eapirei 6-21-97 ,
. . . . -
FalEO 0~? t~tCnZrci~ • . • . . . . . ,
_ ~ ~~oucsT t 'i~1t1SE,t~1ERIG41m :
, r. .
9403090518 HaR 91122 Filed for Record at Request of , •'~~~:f:
~ TO 8rian C. Balch • • _ .
;ri. .C••.:.,'
~ 220 West Main Avemm SPQK~'(:, ~•;,,~i:.. i.
~ Soakane. WW 99201 ,511. ~ . ' y " i .
a'~ ' y F - . : . -
~ TN I
REAL ESTAT$ CONTRACT
• (SHORT FORM) . . • ..c",•'.
ANY OPTIONAL PROVISION NOT INITIALED BY ALL PERSONS SZG2TING TSIS CONTRACT
WHETFIER INDNIDUAI.LY OR AS AN OPFICEA OR AGSNT IS NOT A PART OF THIS :~-yc•-=:~:~~ CONTRACT. ' - • -
~ ' •
~ 1. PARTIES AND DATE. This Contract is entered into on March 2, 1994,
~ between BAR-4-BAR, INC., a Washington corporation, as "Seller", and MIDILOME, .INC., a Washington.corporation, as °Buyer." _
•
~ 2. SALE AND LEGAL DESCRIPTION. Seller agrees to sell to Buyer and Buyer :
~ agrees to purchase from Seller the following described real estate in Spokane ' :
County, State of Washington:
~ That portion of the North half of Section 34, Township 25 North, ~ Range 44 East W.M., described as follows: , . -
Begin at the Northwest corner of said Section 34; thence South •
\ 89°57'19° East, along the North line of the Northwest quarter of
~ said Section 34, 1356.80 feet"to the intersection with a line that
~ bears North 00°06'49" East from a point on the South line of said
~ Northwest quarter-which is South 89°47'38° East 1350.91 feet from
the Southwest corner of said Northwest quarter; thence South _
V - • - .
00°06'49" West'30.40 feet to the South right of way line of 32nd ,
Avenue and the True Point of Beginning; thence South 89°57'19" _
East, along said South Right of Way 1305.64 feet to the East line -
of said Northwest quarter; thence South 89°37' S9" East, along said
right of way 119.04 feet to the East line of the West 119.04 feet . •r'""~
of the Northeast quarter of said Section 34;thence South 00°14'25" ,
West, along said East line, 1328.01 feet; thence North 89°55'42" , West 125.00 feet; thence South 47°38100"West 67.93 feet; thence •
North 89°53'll" West 1046.64 feet; thence North 82°20'S8" West 50.44 • -
feet; thence North 89°53'il" West'150.00 feet to the intersection ,';:i:-'' •
with a line bearing South 00°06'49" West from the True Point of . . •
Beginning; thence North 00°06'49• East 1366.31 feet t'i$Jrz
,
Point of Beginning; c~~~q~ ~~0
. •'f ' •
Situate in the County of Spokane, State of Washingtoa
~ • . '
~ Tax PaVQ8
~►e Pd.
SUBJECT TO : ~ne Coun. . . .
~3f,.
a. Property taxes for 1994 and Bucceeding yeara; ~ /
~ . - ' . . . . -
b. Liability to future assessments by Model Irrigation District .
No. 18; .
c. Reservations contained in Deed recorded February 11, 1964
under Recording No. 995465B regarding easement 10 feet each side of •a water main; and . : ; . -
d. Assessments for 1994 and succeeding years which might be ; •
levied by the Spokane County Utility Department for aquifer
protection. , • •
3. PERSONAL PROPERTY. Personal property, if any included in the sale is as
followa: Al1 fixtures, attachments and appurtenances, and all water righta
associated with the property. • ; R•
i . . -
; . .
' . - - -
~ '
YDL 15 6 8 P16E
acE. - ° .
____--Suyer agrees ta pap:
$ 670.350.00 Tota2 Przce
Less 100.000.00 } F]Dwn Payment ' - • Less 0.00 } ,Assumed Obligatirn{s)
' • _ '
Results in $ 570.350.00 Amaunt Financed by Seller.
, _•t_ - .
.
[b) ASSC)MEI] DSLIGATIODIS: Buyex ahall pay all prvperty taxes and •
encumkarances Qn the prQperCy wktich may be assessed or come due for tame _
periads after the execution a€ this Contract. • . - ' ° _ - . ,
(c) PAYNTENT OF AM4[TNT FINANCED HY SELLER. • . .
8u}rer agrees ta gay tihe sum a€ $ 570.350_00 plus iraterest f]CVm the ; _ -
date first stated abcave, accruing at the rate of seWen percent t7t1 -
per a~num ort tha declining balance thareof, as fo3.3.ows: Buyer < '
sna11 pay an additiflnal $ 10 o. Oav . 0 0 , vr mose, at Buyer' s option, . , -
on or before the 20th da}r of June, 1994, and shall further pay the
sum of $ 6.000.00 , ar mvre, at Buyer's option, per lot to be - • - v
, developed in the suhjeet prvperty by Buyer, with eaGh surh gayment ~ • : , ' . . _ _ .
due at the closing of a saZe of such ].at t❑ arey rhird party. , - -
,
NoTwiTxSTAnmrNG xxE AsoVE, TxE ErrrxRE trxPArD $aLArrcE oF PRxNcaPAL ANiJ IIVTEAEST TS DI3B IN FCTLL NOT LATER THAN Februarv 4. 2024.
Payments are appJ.i,ed first tv interest and then to principal. Payments °
- shall be made -to Seller at c/o Tamlfnsan Cvnsulta.ng, 404 SvuCh Jeffersan,
• Ste. 333, Spakane, wA 99244, or such other address as 5e11er may direct in
. writing sent tv Purchaser.
5. FAILtrnE Tv MAKE gAYMENTs oN Ass[rhtEn oBLacATroxs. Zf Buyer faa.].s ra make
: any payments vn assumed obligatianisp, Selles may give written nota.ve to
Buyer thaC unlesa Buyer makes the delinquent payment(s) within fifteen (15) . '
days, Sel1er will make Che payment4sJ, together with any late charge,
' additianal i.nterest pena3tiss, and casts assessed by the halder of the
assumed ab].igation{s} - The 15-day periad may be shortersed tca avvid the -
, exercise of any remedy by the hcalder of the assumed obla.gation. Buyer shalJ.
"
immediately after such payment by Seller reimburse Seller far the amoeant of
sueh paynent plus a 3ate charge equal to five percent (5t) of the amaunt s❑ V• • %
paid plus all casts and attvrneys' fees incurred by Seller in cvnnectivn with '
. maka.ng sueh payment. ; • ` : ` , .
• 6. [a) OSLIGATIgNS TO HE PATI? BY SELLk:R. SeZler agrees Cv corstinue to -
pay fram paytinenta received hereunder the fa].3vwing ab3igatS.an, which
obligarian must be paid in fu].1, when Buyer pays the gurchase price a.n fu11: .
NCiATE .
{b] EQUI'i'Y OF SELLER PAID IN FIILL: Tf the baZance owed Seller an the purchase priee herein becames equal ta khe halances vwed on priar } encumbrances beir~g gaid by Sslle~c. Buyer wi1l be deemed tv have asse~med said E
encumhrances as of that date. Buyer shall thereafter make payments direct to
the holdeaca of said encumbrances and make n6 further payments eo Se1ler. a
5eller shall a[ that time deliver ta Buyer a Eulfillment deed in aacardance .
' with the pravisions of Paragragh B. • -
• 1
- [c) FA2LCTRE OF SELLER TD MAItE PAYMIINTS i]N PRIQFt RNCE3NtHItANCES. If Seller ~
' f ails tv make any paymenta vn any prsor enctamksrarsce whsch are Seiler' s ,
' obligation, Buyer may give written raotice t❑ sel.ler thaC un3,esa Seller makes ' . •
' the delinc;uent payments wa,thin 35 days, Suyer will make the pa}rment (s) tagether tviCh any late charqe, additivnal interest, penalties, and costs
. assessed hy the halder of the prior encumbrance. The 15-day period [nay be _
' shortened to avaid tha exercise of any remedy by the hvl.der of the prior - ,
• encumtarance. Buyer may deduct the amounts sa paid plus a late charge of 51 .
of the amount sv paid and any attorneys' feee and cvsts incurred by Buyer fn y • -
connectaan with the delinquenc,rfrflm payments next becvming due Seller an the :
purchaeE grice. In Che event Huyer makes such delinquent payments on thzee ,
y9546511 ~ k' ~ ~ ` • a .
i Iy ~ _ ~:.~i-x-~'~ ~ ~ ti~;,--~- " - ~.F • , ~ , I
caxitECTiOX
T,`•`~~~~
i~/~J ~ ~ •~+~~R~~ i r-_ - j~ " 3- ~ ~ ~'y~ ':l - a _ - ~ ~
V ► _ _ L ~ ~ ~ •'k'~~ _ -
, ~ - G r Ryl~.~`'-HA1dF£T~tSL, aT1C~L ~ - ~ . - x~ - _
~ . _ _ . F£.T~ ~ • T • ti . _ ;
- v. .
+ ~ ~ L'v•F'• ,~~.'4• L' ~.hyzF~ 1: 4~ ~
■j ~ , ~ . - i'.d' ~ r~'~~i.~. , } j ~7r~,~.[; ~?3~ s~. ~r:H.~-?`' =lt~ ;r.l` ~ ~ •
. ~ ~ '~:•ssband'=~nd2 ~rf:~e; arid:' ~:~-•cvnsiii~~atf.on~~af"~iove~
af Pectivn,' `conve-y- ati3=`;441 t~.!,claim-to-etoL#LSE;.B,i1ESCIE;: ~aa . _ _ - - _ .
' - =-,x ~ ,•J ;v = ~ _ , ° ' _
SYr,c~Jr
her~ separate{praperxy ~re i1dcrit~edr.re~estiatc';~~;~
:o~ ,ii~tari="
s1tuated_ iR tt1B WCotxi7ty~ a~.''.S~ ~ _ _ , ' Wa sii~
= - - ~ - - ' ~~a• -~r ~ ~%.t ~lii-~ e-' e `a' _ . . - - -
~d
1ncYu ~ - . -
, ' _ _ _ _ _ _ _ w~~•tt;' ' _ - _ _ _ ' _ UC',~ =~T~j~~a? ~r'~,~,:.?:~j..s.-L _
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en"' a" q}wzwal* ~ Tnwnsh7.p '2 _ Nor,tM, _itange"
44 E w.A,-,
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geginning at the Harest co~`3'~P said 5eetivn .
46* e -Ii~~h° ~o ~'Y'
~re ~V~t~ along Ch
thereaf 1
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~brttri]333€~ee~a l'~~we ~irIt ~1V n v,4enue; ~
thence West alang sa ~i Seuth line t❑ the ~crue poinp ,
~
- of beg#ntingvtS at -tae Xortt;east 'ao~,: Of $0 ti - ~ -
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of_fmain}atni ` s - - •,:t: ~~ae~idr:,ove~.ar
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~Be^~fyy'~'~, " W-t4r,
• e 'SriC4 ~I'~QCOI'C3ed ur.der Auditbr ls+~~~;a-~~~~ F _ ~ r_ - - - • ~ , r -
' ~ ' ~ , • -
the aftioe of the AudiCar aT 5pakanel Caunty, Wasningtnln•,- . , : ~ ; • - •
❑n February 6, 1964.
p ' I•-- - • - a
_ DATED.thitsh da*qf Fe~. _ ~9b4
- . - , - - _ , ~.~rJ~. .
Amt Pd Z.,
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pn this daY perscarally appeared before me~ CEORGS rL" 'I3AkF MIS .
I -
to ~se !~mown Lm #e the
s 2'ai ,h°~
~ 1 ~ e ~ x`Y dVW*md deg& ie
_ - ~►~e ~
:purpases tY~ere n merstion d. ~
h -
'tis ~10 day o~
• ~t ~n s ~ s . _ .
~etaruarY, 1964.
. .
ta ~ ~-•a~~ - - _
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~~1. Fa :t r.E~.c 7606090434 - • _ . = • rii::y `f '.r 'i' ' ~ v ° ~ • s = `
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y. r Z : ~ i - _ i.i.
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C A S£ FI r. N T
` Y • " ;y` e=~~! . k
' • " r.1
THE GRI1NTOR, Emma S. Hasrkirss, a widvw, ; or a va lLai:1e
consideration in l;a: d paid, ❑onveys and c{uit-c],airas ta E4car
Iiueschke arsd Louise E. Bueschke, husband and wife, an easerrc :t
.'z~.....• .
far an undergraund waEez mdirs as existirsg a:sd nowkin place o•rer - "
ainrl across the fallflkznr, descrsbed real estate, situated in Spv;:ane -
Caun'ty, t•:ashington, to-wit:
• T;,e 4Test 1140.46 feet of thE I;ast 2548.76 feet o£ ' .
the 3Torth 2553.75 feet of 5ection 34, lowtis;ii.p :5 -
Idorth, P.ange 44 E::cEPT 32nd r'iVBP1LiEi , t
Sitlaste iii the County of 5pvka:.e, 5tate ❑f Was:3ington. ' , -
Said water maan extending ir, an east and west directivn -'acxoss said prvTaerty and being apprnxzr.;atcly 12.32 1'cc t " .
south of the center iine of 32nd Avenue vn=tkie west side ° .
and 1317 feet south of the center line ❑f 32nr3 ~vcssuc a . -on the east side; ' • .
together with the ,right to mazntain, repair and replace said water - ' - ' °
main. ; . , •t` 1 ' , -
This easement a,s granted as an appurtenant ta, and Cvr
the benefit af, prQperty awned }ay the grantees adjvining the aaove-
descri.her3 property ❑n the east tiherea€. - , DATEp this ~ day of June, 1976. .
'.~~~eT~~oR+~'+~ .
t_.~ ,.-.zg►3~ ' " • • y -
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SiATE ❑F 4IA533ziVGTON ] . • _ . -
CC]U13ry of $j~oka21e • ~f . -
Or► this day of June, 1976, before ~►e, the u,ndersigned,
~
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oly._ar¢ueage/UAi ity Eesernent• y o ~ ~ Buadin~ °
• , , - ` _ _ S~ ~!F 51'z67V ! ~ o h o m ~$e qthack i
~ 46.27 rn na ~ 2 W ~ ~ pr
125.00
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- ; • i = 553.64 N89'53'l]"W
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arc"., dLi °'YISiClM %*=Gf1t.Br or . " .a r~ . . . ~ . . . _ » ~ , _ ,r _ ~ .
jqG?.~6'!i'?I It !S Ri3l pmt Clt I{[1C fIom lt ry1' .
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iel °_yJCd fSY tbR SFT.4t& FLef"J=
Sx:Osli[~ :sL 11~ l1Y iII ' ~ ~'j;lithff
1't~G~"tnLS14n. . , . . . - • • . • - , . . . -
QffiGe of the C(3unty E11gineer
SpOkane Ci]l1nty, WaSh]I]gtffTl
Date: Octaber 31, 2e01
" 'I'o : Ch11Ck SlIilp5C7I7 r P . E.
Sim?so11 ,EI1glI1~erS„ II1C.
F]CaII[1: Ci r1dy C311, anrE. I. T.
I3evelr3pment Engineering Services
RE: P1751B Midilvme East
Please nate that the fvllowing information must be placed on the face of
the fina3 plat.
DRAIAIAGE LANGUAGE :
Dzainage easenents, as plalte[i and shoum hereon, which arc for the purpose of conveying and stoaang
stornawater runvff, and fer insCalimg, olerrating and main#ainiag drainage poncis and draina.ge facffities
which dispase of and treat stormwatea runoff, are hereby g°anted tfl 5pokane County and the Nfidilome
East Homeowners' Assvciation.
Spokane +County and its authan'zoi agents are hcreby granted the ripht Co ingress and egness to, nuer and
1f'ram all public drainage eaisenents fvr the purpases of inspeCtion and emergency mainWnance of drainage
swrales, pcands, ditches, culderts and other drabnage facilities, if not pfogerTy rnaixatained by the properGy
owner(s) or the 1Vl idilaTne Fast Z-Iomeowners' Asssociatian. Spakane Gauaty dees nat accept the
responsihilityy ta insgect nr mainfain drainage facilities located outside of pubhc rights-of-way, exr,ept in
cases where Spokane County specifically assumes flia resgonsibi[iiy in writiizg. Neither does Spokane
Cvunty arcept any lmbslity fcar aEny failure by the pm}erty owmer(s) tcr praperly maintain such are.as The property owner(s) wthin this plat shali be held responsible for keepug apen and maintaining the
surface path of natuural or rran-made dramage flow aver and across tk~~r resgwtive properdes. Lf khe
property awner(s) fail to rratitain the svrEac€; path of natural or man-made drainage £iow, or drai.nage
faciliCies on private progerCies, a notice of such Ware may be giWen to the praperty awrner(s). If not
carrected wichin the period IndiGat4d On said notice, Spnkane Couniy has the right to can-ect the
masntenance failure, or have it correcteci, at thc expense of the prapeaty owner(s).
Any building that is canstructed on a lat in this plv shal be set at sucb an elevation so as to pmvide
positive drainage away from any dramage entry point to thhe building (including but nat limited to a window
vuell, a window unprotscted by a window well, or a doorway). Said pcrsitive drairiage shall r.onsist of a
rrinunum slope of 3°Ia 1way frorn tFte building for a distaztce of at least 10 feefi frvtn tYte building. ThelUtS
shall bc graded sa that either a) all sunoff is routed away from the 6uilding, and conveyed avea the lot tfl a '
natural drainage swale ar apprraved dramage facility, vr tr) drainage intercepted on ths lot is dispcased of on
the lat in an apgroaed dr-ainage facility Ail drainage facilities for this plat, mciuding any `2I18' swaFe.s,
shall be eonstructed in accordancc with the apprawed plans on file at the Spokane County Englneer's
U~fcice. Any praposeci changes to the approved road and drainage plans must be appravad by the Spokane
Counfiy+ Enginecr's Clffice privr ta construction of said changes.
'Z'here znay exist properties locatei uphi11 and adjacenfi to this suttdiVisivn that perioizcally dischaage
stortnwater runaff onto inciividual P6ts within this plat. Stvrmwater runoff from nearby uphill properties
shQuld be expcctod, and during snow mekt pericxis or wet seasans the lots may be subjected to higher
arnounts of starmwater nrnoff that what is normally nbserved or ariticipated Because stormwater runaff
from acijacent properties have dischargod Qntv tins plat pnvr to deVelaprnent, stormwater runoi'fwill likely
e,ontinue to do so after develnpment.
The property owner(s) within this plat shall tnaintain all watcr quality swales (`208' swales) and drainage
ditc'hes situated on their respectiae praperties, and any portion of a`2Q8' swale srtvated m a gublic right-
af-vvay adjacent to their respective prapertics, vnth apernianent ground wver as specified in the currently
apprvved and acceptoi plats on fi1e at Spols.ane Couunry Engin€er's qffice. No structures, including fences,
shall be e4nstruetexi directly over or within a`208' swale without the cxpressed wriiten consent of the
Spokane County Engineer. Spakane County does not accept the responsibility to inspect anc#lor mainCain
the sirainage casements or drwnage swales, nor does Spvkane County acrept any liabjlity for any failurc by
the lot nwnet(s) tv properly ma.mtaim such areas.
If ttFe property awneas fail to mainCain the drainage facilitaes, the Midilvme Bast Homcowners' Assvciativn
ar its successprs us interest shall maintain drainage facilities in ranformance wath the appraued pians on file
at Che Spokane County Engineer's CDfFice. Maintenance of drainage facilities utcludes, but is riat limitod ta,
keeping apen arid cleaning dxtches, drwnage pands, swa9es, etc., replacement of drainage facilities as
needed, and maintaining liVe naCiVe-type dryland grasses or lawn turf in the `208' swales, with vptional
shrubbery andlar trees, vvtuch d.a nat obstruct the flow and percolation of storm drainage water m the
d-rairage svvale as indicaCed by thc appmucd plans. 'Fhe iVlidilomc F.ast Homcowners' Association shall he
responsible for payment of ah claqms and a#her liabilities which may become due fbr said maintenance
resporsibilitaes.
If the Midilorne East Homeawners' Assocration, or their successars in interest, fail to maintain the drainage
fa.Gtlttaes m canformance with the acr,epted drainage plan on file at the Spokane ILount}g Engmeer's (}ffice,
anoxice of such faalure may te gi►+en to rhe Midilome East Womeowmers' Association, or their succcsscrrs
in intemst, by Che Caumty Enganeer If not ccrri°ectsd within the penod indieated on said notace, Spakane
C4unty has the right ta carrect the maintenance Wure, or hauc it carre.cted, at the expense of the Midilome
East Hvmeowners' Association, or their succcssars in zntcrest
Shauld the Midilome East Hcrmeawners' Assmiation be terminaCed for any reasnn, the successors us
interest shaly ibe the individual lot awner(s), or their successors in interest, whv are members of the
Midilome F-ast Homeowners' Association at tt►e tune of said ternnination. The successors in interest sha11
shara equally in the respansibiiity ana cosC ofrraainfaining said drainage facili#ies.
~
C]FFICE OF THE COUNTY ENGINEER
SPQFiANE CaiTNTY, WASHINGTQN
T[7: JOHN HOHMAN
FRDM: I}AVE BERTO
DA'TE : Janu.ary 18, 2002
SUBJECT: BOND ITEMS P17512 MIDILOME EAST 3RD ADDITION
The bond fQr the abQVe-mentioned project is for the
fallowing itexns :
1} All the items on the approved road and drainage plans.
WashingonTrust Bank
IRREVOCABLE STANDBY 70 11902.2002
LETTER OF CREDIT NO. 20856
DATE: JANUARY 21, 2003
AMOUNT: $23,500.00
RECEiVEp
Spokane County Engineers
1026 W. Broadway JAN 3 1 1003
Spokane, WA 99260-0170 SPOKANE COUN-ry ErVC3;j.<<ER
Attn: John Hohman, P.E.
Gentlemen:
We hereby establish our Irrevocable Standby Letter of Credit No. 20856 in your favor for the
account of NIIDILOME, INC., 3124 S. Regal, Spokane, WA 99223-4733, up to the aggregate
amount of TWENTY THREE THOUSAND FIVE HUNDRED AND NO/100 --------Dollars
($23,500.00) U.S. currency, available by your draft(s) drawn at sight on us and presented to
Washington Trust Bank on or before JANAURY 21, 2004 or any extended date covering Midilome
East 3rd Addition P1751B and accompanied by the following:
1. A signed statement from Spokane County Engineer's Office reading exactly
as follows:
"I, the undersigned duly authorized representative of Spokane County
Engineer's Office, hereby certify that the draft drawn under this Letter of
Credit represents the amount of money required to complete the installation
of roadway improvements including grading, gravel, paving, curbs,
sidewalks, storm drainage, drainage swales, monuments, street signs and/or
other work as is incidental and related thereto in accordance with the
drawings and specifications as submitted to and approved by the Spokane
County Engineer's Office."
2. The original of this Letter of Credit.
It is a condition of this Letter of Credit that it shall be automatically extended, without amendment,
for an additional period of one year from the present expiration date or each future expiration date,
unless we have notified you in writing not less than thirty (30) days before such expiration date, that
we elect not to renew this Letter of Credit. All written notification shall be sent via registered mail.
All drafts presented under the credit must contain the clause "Drawn under Washington Trust Bank
Letter of Credit No. 20856".
Washmgton Trust Financial Centcr P. 0 Box 2127, Spokane, Washmgton 99210-2127 (509) 353-4224 Fax (509) 353-3905
~ , .
Spokane County Engineers
Irrevocable Standby Letter of Credit No. 20856
JANUARY 21, 2003
Page Two of Two
Any and all banking charges, other than those of the issuing bank, are for the account of the
beneficiary.
We hereby engage with the drawers and bona fide holders of drafts drawn under and in compliance
with the terms of this Letter of Credit that the drafts will be duly honored upon presentation and
delivery of documents, as specified, to Washington Trust Bank, International Department, 717 W.
Sprague Ave., l Oth Floor, P.O. Box 2127, Spokane, Washington 99210, on or before
JANUARY 21, 2004 or any extended date.
All drawings under this credit will be governed by the Unifoz-m Customs & Practice for
Documentary Credits (1993 Revision) International Chamber of Commerce Publication No. 500.
Sincerely,
~4~
Renne R. Ditton
Assistant Vice President
International Banking Department
RRD/mss
ir
I
S P O K A N E C O U N T Y
DNISION OF ENGINEERIIVG AND ROADS A DIVISION OF THE PUBLIC WORKS DEPARTMENT
f`JAiiuary 3, 2003
Washington Trust Bank
PO Box 2127
Spokane, WA 99210-2127
RE: Letter of Credit # 20527 - Midilome East 3`d Addn. (1751 B)
Dear Sir or Madam:
Please be advised that the Letter of Credit # 20527 dated November 9, 2001 issued by
your company for Midilome, Inc. as surety for installations of roads and associated
drainage facilities for the above mentioned plat in the remaining current amount of
$273,800.00 may now be released in full effective immediately. A replacement warranty
surety is now secured replacing the need for a performance surety. This final release
should close out the above referenced Surety.
If you have any questions, please call me at (509) 477-3600.
Sincerely,
John Hohman, PE
. Development Services Engineer/Manager
cc: Midilome, Inc. .
Simpson Engineering
File
1026 W. Broadway Ave. • Spokane, WA 99260-0170 •(509) 477-3600 FAX: (509) 477-7655 (2nd Floor) 477-7478 (3rd Floor) • TDD: (509) 477-7133
~
l 1 -
P C 2,31
[n 1dAkr~,.i~ ~P tYai r°ui~l I~r'
WashingtonTrust Bank
International Banking Department
IR1:EVf]CABLE STANDBY
LETTER OF CFLEI3IT N0. 20527
DATE: NOVEMBER 9, 2001
AMC]LTNT • $273,800.00
Spvkane Cvunty Engineers
1026 W. Braadway
Spokane, WA 99260-0r70
Attn: ]ohn Hohman, P.E.
Gentlemen:
We herelay establisla our TrrevacabPe Standby I.etter of Credit Nv. 20527 in your favor far the
account of MIDILCl1VTE, TNC., 3124 S. Regal St., Spokane, WA 99223-4733, up to the
aggregate ainount of TWO HUIVDRED SEVENTY-THRF-E THC3T]SAND EIGHT HL.dNDRED
AND NC?I1OO --------Dollars ($273,840.06) U.S. currency, available by your draft(s) drawn at
sight on us and presented to Washingtvn Trust Bank on vr befvre NC}VEMBER 9, 2002 or any
extended date cavering P1751B Midilome East 3dAddition and accompanie~d by the follawing:
1. A signed statennent from Spakane County Engineer's fJ ,ffice reading exactly
as fnllpws: -
"T, the undersigned duly authvrized representatiae of Spokane Caunty
Engineer's Office, hereby certify that the draft drawn under this Let[er of
Credit represents the amount of rnaney requirei tv complete the
installation of roadway improveEnents including grading, gravel, paving,
curbs, sidewalks, storm drainage, drainage swales, mvnuments, street
signs andlor vther wark as ps incidentafl and related thereta in accortiance
wirh the drawings and specifications as suhmitted tv and appraveti hy the
Spakane County Engineer's Office."
2. The original of this Letter 4f Credit.
It is a condition of this Letter of Credit that it sha11 be automatically extended, withaut
amendment, for an additional pericrd of one year from the presenC expiratsQn date ar each future
exprration date, unless we have natifieti you in writing not less than thirty {30} days before such
expzration date, thak we elect nvt to renew this I_.etter of CretYit. All written natificativn shaII be
sent via registered mail. '
All drafts presented under fihe credit rriust contain Che clause "Drawn under Washingtan Trust
BanIc I..etter of Creciit No. 20527".
Washingtan 1 rust Financial Center P 0 Bvx 2127, Spokane, Wastifngtan 99210-2127 (509) 353-4109 [=asc (509) 353-3905
,
Spvkane County Engineers
Irrevocable Standby Letter of GrediC No. 20527
November 9, 2001
Page Twv of Twa
Any and all banrking charges, other than those vf the issuing ban1c, are far the account of the
beneficiary.
We hereby engage with the drawers and bana fide hvlders of drafts drawn under and in
cotr►pliance with the terms of this Letter 4f Credit that ilie drafts will be duly honored upvn
presentation and delivery of dvcuments, as speciiei, to Washhngton `1'rust Bank, Internationai
Qepartrnent, 717 W. Sprague Ave., 10[h Flnor, P.O. Box 2127, Spvkane, Washingtvn 99210, l]II or before N4V EMBEk 9, 2002 or any extended d ate.
Al1 drawings under this credit will be geverned by dhe Unifvrm Gustams & Practice fvr
Documentary Gredits (1933 Ftevision) Internatianal Chamber af Commerce Publicativn No. SflO.
5incerely,
~
Ftenne R. Diitvn
International Banking C3fficer
RRDIrr
~
AAM
S P O K A N E C O U N T Y
DNISION OF ENCINEERING AND ROADS A DNISION OF THE PUBLIC WORKS DEPARTMENT
January 7, 2003 .
Washington Trust Bank
Washington Trust Financial Center
PO Box 2127
Spokane, WA 99210-2127
Attn: Intemational Banking Department
RE: Letter of Credit for inspection of Midilome East 3`d Addn.
(P 1751B)
Dear Sir or Madam:
Please be advised that the Letter of Credit # 20551 dated January 10, 2002 issued by
your company as surety for inspection of roads and associated drairiage facilities for the
above mentioned plat for Midilome, Inc. in the remaining current amount of $11,000.00
may now be released in full effective immediately. This final release should close out the
above referenced account.
If you have any questions, please call me. Sincerely,
iG~" ~ .
John Hohman, PE
Development Services Engineer/Manager
cc: Midilome, Inc. '
File
1026 W. Broadway Ave. • Spokane, WA 99260-0170 •(509) 477-3600 FAX: (509) 477-7655 (2nd Floor) 477-7478 (3rd Floor) • TDD: (509) 477-7133
~ ~~~FNED
JAN 1 8 2002
Washingtore~rust Bank SPOKAN~ ~[~~Vy; " Cr161N]EER
International Banking T)epartrrient
TRREVOCABLE STANDBY
LE'I`TER OF CREDT',F NO 20561
I]ATE: JANUARY 10, 2002
AMQUNT; $11,000.00
5pokane County Engineers
1026 W. Brnadway
Spokane, WA 93260-0170
Attn: dohn Hohman, P.E.
Gentlemen:
We hereby establish our Irrevacable Standby Letter of Credit No. 20561 in your favor fvr Clie
accaunt of MYL]TLOME, INC., 3124 S. Regal St., Spokane, WA 99223-4733, up tv clae
aggregate amount of ELEVEN TH{]TJSAND AND NDIIOQ --------Uollars ($17,000,00) U.S.
_ currency, available by your draft(s) drawn at sight on us and presentel to Washington TrusC
Bank vn vr before ]ANUARY 10, 2003 or any extendeti date covering P1751B-Midilome East
3`d Additian and accampanied by the following:
1. A signed statement fram the Spokane County Engineer's Office reading
exactly as fvllQws: "I, the undersigned duly authorized representatiVe oF the
Spdkane County Engineer's C)ffice, hereby certIlfy that the draft drawn under,
this letter of credit represents the amount of money required ta cvmplete the
cvnstruGtian inspectian of r4adway irnprvVements including grading, gravel, -
paving, curbs, sidewalks, starrn drainage, drainage swales, monuments, street
signs andlor vther work as is incidental and related thereto in acCordance with
the drawings and specificatiors as submitted to and approved by the Spokane
County Engineer's Office."
2. The vriginal af this Letter of Credit.
It is a candition of this Letter of Credit that it shall be auCamatically extended, wifihaut
arnendment, far an additi4nal period af ane year firom the present expiration date ar each future
expiratian daCe, unless we have natified yau in writing not Iess than thirty (30) days before such
expirativn date, that we elect nat tv renew this Letter of Credit. AIl written nvtifir-ation shall be
sent via registered mail.
All drafts presented under the credit rnust contain the clause "Drawn under Washingtvn Trust
Bank T,etter vf Credit Na. 205C 1".
Wastungtan Trust Finartcial Center P Q. Box 2127, 5pokane, Washing[4n 99210-2127 (509) 353-4109 Fax {509} 353-3905
t - JI
~ • -
Spakane County Engineers
Irrevvcable Standby Letter of Credit No. 20561
Date• January 10, 2002
Fage Twv of Twa
Any and all banking charges, other than thase of the issuing bank, are for the accvunt of the
beneficiary.
We hereby engage with the drawers and bona fide hvlders of drafts drawn under and in
compliance with the terms of this Letter of Credit that the drafts will he duly honoxed upan
presentatiQn and deliVery of doeuments, as specified, to Washington Trust Bank, InternatiQnal
Department, 717 W. Sprague Ave., 10th Flvar, P fl. Box 2127, Spokane, 174"ashangton 99210, an
or befare JANUARY 14, 2003 or an}+ extended date.
A11 drawings under tttis credit will be gaverned hy the L]nifarm Customs & Practice far
I]acumentary Credits (1993 Revision) Internationa! Chamber of Commerce F'ublicdtion No. 5(]0.
Smcerely,
4'x~
kenne R. Uittvn
Internativnal Banic'rng Officer
RRD•mfg
RDNt) E5TIM14TE
Fraject Name: Mu4ilarree East 3r° Additivn
~
Prajec# Nurraber: P1 751 B
Date: pctotser 31, 2001
Prepared by. Cindy CaElan &W'Ale cmuy
Item Qescription 4tY Unit Unit Prir-e Tvtal
Dva"tnageftems
1 Qrywefl, Type AVncL backfral, filter fabnc, frame & grate) 1 EA 2,100.00 $ 2,10000
2 C}ry►n+eEl, 7ype 6(incl. backfil, fiiter fabric, frame & grate) 8 EA 2.700.40 $ 21,600[}f}
3 Concrete Inlet, Type 1 1 EA 600 00 $ 600[]0
4Curh Inlet, TYPe 9 11 EA 7500 $ 825.00
5 Pipe. 8-inch o l. 96 LF 2500 $ 2,400[30
6 Swale Exravation InGI Hau1 420 CY 800 $ 3,360 UQ
7 5eed, Fertdize and Mulch 11,000 SF 0 05 $ 550.00
8 C9earing and Grubbing 'I L5 3,000.00 $ 3,00000
Drarnege Items 5ub-Totaf $ 34,43500
Roadway Items
9 RQUgh Grade 2,140 CY 1000 $ 21,400.00
10 Top Caurse 2,140 CY 24 00 $ 51,360.00
11 AsphaFt Cvncnete Pavement, Class A 1,008 TM 45,00 $ 45,00000
12 Curb and Gutter, Type Q 3,370 LF 9 00 $ 30,33000
13 5idewalk 1.500 SY 23.0[] $ 34,500.00
14 Cernsni Cancrete Driweway Approach 390 SY 23.00 $ 8,97000
15 Wheelchair Ramp B EA 30000 $ 9,800.00
16 WSDOT Type f1E Barric,ade 2 EA 25000 $ 500.00
17 M4nurrtQnts (one for each new sfreet) 4 E,G 250.00 $ 1,000.04
18 5treet Signs 5 EA 104 00 $ 504.00
19 5tnping 1,500 LF 3 50 $ 2,25000
Raadway ftams Suh-Tota! $ 197,fi1 D00
Erosion Certirol 1tems
20 5ittFence 600 LF 4.00 $ 2,40000
21 Rock Constructian Entry 11 SY 16.00 $ 17600
Erosion Cvntro!ltems Sub-Total $ 2,576.410
&C18TC7TAL ofALL ITEMS $ 234,621
3% inflatian frem year 2001 ta 2003 $ 14,288
Sub-Totef r`ncludrng inflatfan $ 248,909
GRAN[] T07AL (inclurles multiplier nf 1.10) $ 273,$00
Inspectian
22 lnspectipn of Drainage Facilities 1 LS 3,E1(}0.(]D $ 3,00000
23 lnspection of Roads 18 STA 500.00 s B,OOO.Oa
TQTAL INSPECTIaN $ 19,000
Page 1 ❑f 3
~ S
W21]fne MCGa11C8i1
FriDsn: Johrr MDhrnan
Sent: Monday, June 12, 2006 8:09 AM
Ta: Wayne McGavran
Cc: Atysa Wyrick; Henry Allen
5u6ject: RE: List of project needing response to recommendations
~'Jk to all Wayne please wnte the applir.able Ietters to ciose aut the projecfis ar natify develapers where necessary
Thanks
____-C3riginal Message-----
Front: Wayne McGavran
Sent: Thursday, Marrh 23, 2405 10:53 AM
To: 3ohn Hohman
Cc: Alysa Wiyrick; Henry Allero
5ubject: list of prtsject needing respnnse to recommendations
John,
5hown in the table befaw are projects awaiting a respnnse to our recommendations. PEease see the e-
mail pertaining to each project or ask us if you need more informat7on.
SHP 01-04 Tachium 5hort Plat C}K - vvarran#y review due irz 2007 .
BSF UU=48 Spakane Va1ley Mall Indiana It is likely the escraw accvunt is na
Avenue 14nger valid and a warranty bvnd was
never established. Therefore, we
reconinend this praject he carzsidered
closed vvith nD Rurther action
neressary.
PE 1754 Shelley Lake PUD Lake and The cracked and settling sidewalk wi11
Shelley La.ke 1 st Additian reguire replacing in the near fiature.
However, unless [he missing bQnd
halder rnent3oned abave suddenly
; aPpears, there is nv rabviaus optivn
that ►avould require the d'eveloper to
make govd Qn its repair. Our
recornmendation, unless there is
anather altemative that can be used to
hold the develvper accauntable, is to
cransider this praject closed without
fiarther action.
PE 1885 Prairie OrchaErd Request khe submittal 4£ as-built
12ecord Drawings hearing ai7
Engineer's Stamp. Release the surety
bond in fu11 withaut requiring a
wareanty bond followwing xeceipt of the
as-builts. We will write the letter
explaining this t~ Landworlcs
6l14120D6
Page 2 af 3
.
Develapment i£you agree with our
recammendation.
PE 1852 Strawther's Additiom Da nothing further until fuiure status
❑f project deternlineci.
PE 1850 Keystone Meadaws 5end ietter releasing warrarit}+ bond
and clase praject.
PE 184$ Bra.dley Heiehts Send 1etter to Jim Mahar Homes, the
deueloper, to remove fabric ftorra
dryvvells aI4ng Missian Avenue with a
reminder to complete siAraIe
constnzctivn befare warranty bond can
be released.
SP 611-90 iingle Residence Consider this project closed.
SP 125 1A LTR 3.5 Single Res. Alteration Project complete except for remaining
208 swale. Release bond in full ance
sad is placed in swale.
PE I414B Rivenwalk 3rd Addition Cansider this project clased
PE 1750D 5belley Lake 4th Additaon The redesigned plan far Pond C
~ shauld be subulitted and punch list
items carrected be£ore reducing or
reZeasing the surety bond.
FE 1339 Alcntt Grove Addition Cansider this project closed.
PE 981 Southem Mobile H❑me Park Consider this project cIosed.
PE 1345 Kirken GuttrielCarpenter Consider this project closed.
PE 1649F EVergreen lPt. 6th Addrtian Considerr thas project clased.
PE 1414K Rivervvalk Comznercial Request `Record I]rrawings' and
project Certificativn'be submitted.
Have dev~loper remove fabric and
replace frame and grate an drywell
witli one meeting Caunty Standards.
Upon completion Qf these items,
, reTease band a.nd ctose project with n❑
ftu-rther action neecied.
,0 Consider thas project clased.
PE 1206E Summerfeld East 5th Addition Have John ar Alysa conduct a
walkthrQUgh witi contractor tv verify
replacernent of cracked sidewalk
df1412U06
Page 3 0f 3
. .
panels and deternine necessary svvale
irnprovements. Have developer
remove fabric fiom drywells and
inlets. Once this has been dvne and
can'ectiQns made, release wan'anty
bond and consider the Draiect clvsed.
Wayne
6l 1412006
Page 1 of 2
Wayne McGavran
From: Wayne McGavran
Sent: Thursday, March 23, 2006 10 10 AM
To: Alysa Wiyrick
Cc: Henry Allero, ,lohn Nahman
Subject: Recvmmendatians far PE 1414K, PE 1751 B. & PE 1206E
AlySe'1,
We reviewed the follorving three projects and listed helow are aur recarnmendatirans.
PE-1414K Riverwalk CoQnmercial
Alpan and I Visited fi.his site on 3J22106 and har+e the Follawing list af eoncerras:
1. The driveway ofF Mission Avenue was not constructed accarding to plan.
2. Nv pipe placed under driVeway as shown on plan.
3. Drywetil in swale alvng Mission Avenue not lacated ae,cording ta plaai.
4. Frame and grate far drywell nat accarding tv Cvunty Standards.
5. Fabric still in place a# drywe11 fi-ame and grate.
There wexe no `Record 1]rawings' in the file and so can nat ronfirm vvhether these changes were
approved in advance.
The file contaans a Letter af Credit in the amourat of $51,000.00 w+hich is held by VVashingtvn Trust
Bsnk and wss dated 3112103. Na releasse was fflund in thhe files. WT8 was cnntacted artd the Letter of
Credit is stiZl 'an force.
Recarnmendation: Request `Recvrd Drarrr+ings' and project Certificatian be submitted. Have developer
remove fabric a.nd replace frame and grate on drywe11 with ane rneeting Caunty Standards. CJpon
completion of these items, release bond and clvse prvject with na further action needed.
4O 1!1~hKVo,.nnA~a~1*Z~T~~drib'rW
Allan and 1 visited this site on 3122106 and checked to see if correctians, as per ]ahn Hohman's letter
dated 12117103 had been rnade. We nated that each itern listed on the letter had indeed been dane. We
fu-rther field revzewed the groject and found no other obvious areas of cgncern.
A Letfier of Credit, in the arinaunt of $23,000.00 dated 1121103 with Washingtan Trusf Bank was in the
file. Na release was faund in the files. WT'B was contaeted and Xl?eir recvrds show that the I,etter of
Ccedit vvas n4 lvnger in force.
RecQrrjmendakian: ConSider this project clased.
3I23I2(3Q5
Page 2 of 2
FE-1206D Summerield East Sth Additiou
Al1an and I visited this site on 3122106 and offer the follctwing list of concerns:
I . The swales at Queen and Calvin have not been completed and cvniain c,onstruction debris.
2. The swales were nQt cnrnpleted at E. 14611 and E. 14614 Queen.
3. Completed swales have sod bui sad is higher than adjacent driueway eausing pnnding an
driveways,
4. E. 14614 Queen has 2 cracked panels in sidewalk.
5. E. 14720 Queen has 1 cracked sid'ewalk panel and swales were nat campletsd.
6. E. 14617 Queen has 2 cracked panels in sidewalk.
7. The Nt'E corner of Queen and Calvin has crack in handieap rarnp flare.
8. E. 14706 and E. 14712 each have 1 cracked panel in sidewalk.
9. E. 14720 has 2 cracked panels in sidewalk.
10. There are several extra curb draps along Queen fvr driveways but nane constructed. Not sure why
they are there.
11. All drywells and inlets stitl have Fabric in place at the frame and grates.
The file cvn#ains a wa.rraniy bond in the aralount of $31,9S 1.90 dated 11 126I03 held by Safeca Insurance
Cortipany of America. The }aond was for a period of 2 years and was to expire an 11126145. 3ohn
Hohman's e-rnail dated 12I0$145 required a final walkthrough before band can be reteased. SafeGO was
contacted and verified that this band was renewed and vvill not expire until l 112G10d.
As far as the swates are cvncerned, it appears that completion vf'them may he responsibility of the
individual property orvners or the develvper. I'm not sure Eller has any control here.
Recommendatf an: Have 3ahn or Alysa conduct a walkthrough vvith cantrwtar ta veri fy replacerraent of
cracked sidewalk panels and determine necessary swale improvements. Have developer remove fabric
' from drywells and 'rnlets. Once this has been done and carrectavns made, release bond and consider fihe
project closed.
Please let us knaw if yau haVe any questians and if ycru agree with the recommendations.
Wayn$
312312QU6
WashingtonTrust Bank
IRREVOCABLE STANDBY 70 19"02 . 2062
LETTER OF CREDIT NO. 20856
DATE: JANUARY 21, 2003 -
AMOUNT: $23,500.00
RECErVEb
Spokane County Engineers -
1026 w. Broadway f AN 3 12003
Spokane, WA 99260-0170 SPOKANE COUNn• ENGII,.E~fj
Attn: John Hohman, P.E.
Gentlemen:
We hereby establish our Tirevocable Standby Letter of Credit No. 20856 in your favor for the
account of MIDILOME, INC., 3124 S. Regal, Spokane, WA 99223-4733, up to the aggregate
amount of TWENTY THREE THOUSAND FIVE HCINDRED AND N01100 --------Dollazs
($23,500.00) U.S. currency, available by your draft(s) drawn at sight on us and presented to
Washington Trust Banlc on or before JANAURY 21, 2004 or any extended date covering Midilome
East 3`d Addition P1751B and accompanied by the following:
1. A signed statement from Spokane County Engineer's Office reading exactly .
as follows:
"I, the undersigned duly authorized representative of Spokane County
Engineer's Office, hereby certify that the draft drawn under this Letter of
Credit represents the amount of money required to complete the installation
of roadway improvements including grading, gravel, paving, curbs,
sidewalks, storm drainage, drainage swales, monuments, street signs and/or
other work as is incidental and related thereto in accordance with the
drawings and specifications as submitted to and approved by the Spokane
County Engineer's Office."
2. The original of this Letter of Credit.
It is a condition of this Letter of Credit that it shall be automatically extended, without amendment,
for an additional period of one year from the present expiration date or each future expiration date,
unless we have notified you in writing not less than thirty (30) days before such expiration date, that
we elect not to renew this Letter of Credit. All written notification shall be sent via registered mail.
All drafts presented under the credit must contain the clause "Drawn under Washington Trust Bank
Letter of Credit No. 20856".
Washmgton Trust Financial Center P 0 Box 2127, Spokane, Washmgton 99210-2127 (509) 353-4224 Fax (509) 353-3905
~ [ ( f
Spokane County Engineers
Irrevocahle Starldby Letter of Credit No. 20856
JANUARY 21, 20Q3
Page Twv af Twa
Any and a11 banking charges, vther than those of the issuing baiak, are for the account of the
laeneficiary. -
We hereby+ engage with the drawers and bana fide holders of draFts drawn under and in cvmpliance
with the terms of fihis Letter of Credit that the drafts will be duly hanared upon presentatian and
delivery of documents, as speeified, to Washingtan Trust Ban,k, Intemational I7epartment, 717 W.
Sprague Ave., 1OEh F1QCar, P.O. Box 2127, SpQkane, Washnngton 99210, an or before
JAN[JARY Zl, 2004 or any extended date.
A11 drawings under this credit will be governed by the Unifarm Customs & Practice for
Dacumentary Credits (1993 Revision) Intemational Chamber af Cornmerce Publicativn Na. 500.
Sincerely,
Rcnne R. Ditton
Assistant Vace President
rnternatianal Banking Department
RR.DImss
7 P C'i K ~T I E ~ (D U 1-7 T 'Y'
DNISI[71V DF ENGTNEEI2AYG ANR R[]A[]5 A DIVISIC)IV 4F TFiB PUBLIC WQAIGS DEPARTIviEATf
L-
aanuary 8, 2093-°
M1dIloLC10a TnG.
3124 S. RegSL St.
Spakane, WA 99223-4733
Re: Ma.intena.nce Surety - Midilome East 3'd Addn (P 1751 B)
Deaz' Sir vr Madam:
Please be advised the irnprovements in the Midilvme East 3`dAdditioru F1at are nvw
Substantia.lly Cermgleted. A maintena.nce surety irs the amousat of $23,500.00 wil1 be
requared before the plat ,raads can be established. T'he surety issued shalk be in the form
of a letter a£credit or cash savings assignrnent. Sarnples of these sureties are available at
your request. C)nce the maintenance surety has been secure the perforrrnance bond will }e
reteased.
If you have any questions, piease call aiu agice at (5[]9) 477-3600.
Sincerely,
John V. Hahman, F.E-
Development Services EngineerlManager
Cc: Si.mpsan Engimeerang
File
1026 W. BrvadwayAve. . 5pvkane, jWA 9926{]-0170 *(509) 477-3600 FAX- (5D9) 477-3655 {2nd Floar} 477-9978 (3rd Ficsvr) ■'f'DD: (509) 477-7133
j~
S P Cl I< A N E . C C3 T.]' N'T Y
C}NISIaN OF EI*IGIIVEERING ANIJ RDAIfS A DIVI530N OF TF[E PS]BLIC WoItKS 17EPARTMENT
JiiIIUaI'y 7, 2003
Wa5117I]gtGIl TTLiSt Ballk
Washingtan Trust Financial Cerrter
pQ $ox 212?
Spakane, WA 9921 U-2127
Attn: Intemational Banknng I]epartment
RE: Letter af Credit for inspection of Midilvme East 3rd Addri.
(F 17515)
Dear Sir or Madam:
Please be advised that the Letter of Gredit #20561 dated ]anuary 10, 2002 iqsued by
yaur cvmpany as surety for inspectioA vfroads and associated drainage facilities for the
abave metrtioned plat for Midilome, Inc. in t.he remaining current amount nf $11,000.00
rnay naw be released in fiall effective irnmediately. This funa1 release should c1ose out the
abvve referenced accaunt.
If you have any questians, please call me.
Sirrryerely, .
A45~11~
Tvhn Hvhman, PE
Develvpment Servic.es EngineerlManager
cc: Midilame, Inc.
File
1026 W. Broadway Ave 9 Spakane, WA 99260-0170 +(5[}9) 477-3600 FAX (509) 477-7655 (2nd Floor) 477-7478 (3rd F1QUr) ■ TDD• {509} 477-7133
washirKjtonTrist Bank 11
RECEIV ED 4 rsos - aea2
oEc j r 2002
sQO~~E CouNrY Err~INE~R
December 6, 2002
VIA CERTIFrED MAIL
5pakane County Engineers
1026 W. Br4adway
Spokane WA 99260-0170
Attn: JQhn Hah►nan, P.E.
RE: Iz-revacable Standhy Letter oF Credit No. 20561
MrDiLCIME, INC.
L7ear Mr, Hohmare:
This letter hereby rescinds the letter dated November 26, 2002 thaC we sent ta you naCifying you
khat the .C.etter of Credit for Ti.idgecrest T]evelopmenC will be cancelled. Piease consider this our
notification to yau fihat the Letter of Credafi will be renewed accarding to its terrns.
If yau hawe any questians, please ccantact me at (509) 353-4224. Thank yau far your assistance.
Sincerely,
~
4w Renne R. Ditton
Assistant Vice President
Lnternationad Sankf ng Department
RRD: mss
Wasfungtan Trust Finanetal Center F. Box 2127, Spokane, Washingtaci 99210-2127 (509) 353-4224 Fax (549) 353-3905
Vl~ins ~r~ '~k ~1
RECEIVED
EEG 0 2 2M
41902 • avos
sPo~~vE coUNrY ENGiN~~R
Novemher 26, 2002
VIA REGISTEIRED MAIL
Spokane Gounty Engineers
1026 W. Broadway
Spokane, WA 99260-0174
Atte::ticn: .?::?-:a Hema,~, P.E
R£• Irrevacahle Standby Letter of Credat Nv 20561
MI[7XLflME, INC.
F] 75 YB - MIT]TLOME EAST 3RD AL7UITION
Gent1einen
We haue been notified by Midilome, Inc., the accaunt party Qn the above referenced letter of credit,
that t'hey na 14nger have a need for this letter of credit
The Letter ef Credit has a current expiratiQn daCe of 111012003. Pursuant to the terms uf the
Letter of Credit, you are hereby natified that Washingtan Trust Bank elects not to renew the LetCer of
CrediC.
Please cancel thas letter of credit and return the Qriginal letter to:
Washington Trust Bank
Attention• Renne R. I)yttan
P C] Bnx 2127
_
Spokane, WA 9921 [3-2127
If you have any questians, please cantact me at (509) 353-4224. Thank you for yaur assistance.
Smcerely,
VQ04t ~ 46;~OA-j
Renne R Drtton
Assistant Vice President
International Bankrng Department
FJZDfmss
Washangton Z'rust Financial Center P 0 E3ax 2127, 5palcanc, Washington 99210-2127 (509) 353-4224 Fax (509) 353-3905
.
~S P O K A N E C O U N T Y
DNISION OF ENGINEERING AND ROADS A DIVISION OF THE PUBLiC WORKS DEPARTMENf
December 3, 2002
Ms. Renne Ditton
Washington Trust Bank
PO Box 2127
Spokane, WA 99210
Attn: International Banking Department
RE: Letter of Credit # 20561 for Midilome East 3`d Addn. (P 1751B)
Deaz Sir or Madam:
Please be advised that the Letter of Credit # 24561 issued by your company to Midilome,
Inc. as a surety for the inspection of roads and associated drainage facilities for the above
mentioned plat in the current amount of $11,000.00 is not to be released. The project is
not complete and has not been certified by the developer's engineer. The developer's
engineer is required to completed the project, schedule a final inspection walk through
and provide a certification package that has been accepted by the County.
Should you have any questions, please call me at (509) 477-3600.
Sincerely,
John Hohman, PE
Development Services Engineer/Manager
cc: Midilome, Inc.
File
1026 W. Broadway Ave. • Spokane, WA 99260-0170 •(509) 477-3600 FAX: (509) 477-7655 (2nd Floor) 477-7478 (3rd Floor) • TDD• (509) 477-7133
MIDELQNLEa INC,
Y
3124 S. Aegal Stree#
sPQkane, vvashington 99223 MpW 2 0 2002
(sa~) 448-4128 Fax (509) 448i3291
890-MrE =J;dfr IlzrIG1NEER
Nvvember 18, 2002
Spvkane Cvunty Engincers
1026 W. Broadway
Spokane, W asbingtvn 99264-0I70
RE: L~Mer of Credit Nv. 20561
P1751B Nd.ilvme East 3rd Additivn
The 8'I.1oVe CSptiOIIed LetteI t7f CFedit In t]1e amULIAt i}f $11,400.00 is due for
reneval January 10, 2003, Washington Trust Bank requests that our intention
ta renew rnust be rnade nat ]ater t"han December 1, 2062. At this tine we are
requesting a release vr renewal af this Ietter of Credit.
Please infvrm me and Washington Trust Bank at your earliest ovnvenience.
Sincerely yvurs,
11RTllTL()ME, TNC.
y
Maxine Bachmaa
Special Directar
cc: Rabert H. "Tottlinsan
E
~
~
S P C7 I~ A 1V ~ ~ Q U N T Y
LYFVISIOA! [7F ENGNEEHIAiG rVN[7 R[?ALp5 A 17iv151QAf C7F THE PY3BLIC Wi7RK5 I3EPAfiTmEIVT
Septemher 24, 2002
M.s.1WTaxine Bachman
Mid.i.lvme, Inc.
3124 S. Regal
Spvkane,WA 99223
ItE: Midilame East 3`dAddition. P1751B
Dear N1s. Bachinan,
_ Recentiy abvnd reductivn request vvas subrrtitted for Midilome Eask 3'dAdditivn. The
eounty Stand2uds this project has been reviewed wnder is after the 1995 standards. It is
the devetcrper's respnnsibility to ensure the quality and completitan caf the prvject to
Spokane Cou.nty Standards. In vrder to Fe cansidered far a partia'1 release of a surety, it is
necessary faT yvur constructivn engineer to submit the sequired Gertification dacuments
which state the cvrrpleted portian of the praject has keen cvnstructed to accepted plans
and specificativns. Enclosed they should include, as amira.imum, a certifieativn Ietter
alang writh daily inspecCivn repvrts, field and 1ab test reports.
Fn addition, the construction engineer is to prvvide specificaUy what items are carnplete by
providing a itemized Est and a se# of pPans highligbtirig where ant3 what iterrs they are
certifying which is carxiplete to County Standards.
You shou~d be atirrrare that any partial release vf a surety should not imply that SpQkaize
County has accepted the partially certified portion of the project. Any deficiency that may
be discavered by Sprakane Cvunty prior to formal acceptance of the entire project is the
resporisibiility 4f the praject Spatasvr's engineer to carrect. Aray canstruction deficieneies
tiat exist will be carrected, at his expense, priar to finaI acceptance vf the project by
5pvkanae Caunty.
If yvu have any questions regarding khis project please cantact me at 477-3600.
Sincerely,
~
Randy ~tronks
Platll3ond Inspector
cc: 5impson Engineers
File
1026 W Hraadwsy Ave • 5pokane. WA 94260-0170 0 {509} 477-3606 FAJC. (509) 477-7855 (2nd Flcsve) 477-7478 (3rd F3oor) • TDI7: (509) 477-7133
~
'd ~
N11Dn,OME, IN SEP 17 ~ 2~►
3 124 S. Rega~. '~%E coujv3yE,~~IlVESpvk~.ue, W~hun~r~ 99223 ~R
(509) 448-4129 FAX (509) 448-3291
September 16, 2002
Spokane Cauntx Engineers
1026 W. Brn$dway
Spakane, WA 99260-0174
RE: Standby I.etter of Gredit No, 20527
P] 75 IB - Mduiilvme Eae~ 3-,,d A+dditivn
The abo~e Letter of Credit is due for arenewal in Noveunber and we
are requesting a reduct.ion of fihe curc►ent amount ($273,800.00).
Please advise as soon as pnssible as Washingtvn Trv.st Bank is
requesting aut~,iorizativn #o reduee the amaunt privr to renewal of
thi.s Letter nf Credit
RE: Standby Ietter Qf Credit Na. 20358
P17151 - Afidilome East 1°t Addi#aiQn
Twas informed in June that this Letter off Credit in the current
amount of $21,245.00 wvuld be relea~~d in September. Pteasee
inform bvth Washington 3ru~~ Bank and myself when released.
AUI3II.OME, INC.
Maxine Bachman Speciat Direetur
cc: Robert H. Tvmhnsson
.
-'SEP-13--2002 FRt 03:48 PP~ WTB FAd NO. 509 353 036$ P. 02102
~
FXF'MA'TION [3F LETTER +[)F C~IT
A'[!TOMA'~C UJqMAL
Frorn: Lav*n StWlinp (IExL 3833)
Mimi Sam (Ext. 4177)
Iatcmatianai $anki g
Ta: KATHY ~ Date. SEPTEMBER 10, 2002
CQMPANY NAME; MDIL.QME, iN'C.
UC #2OS27 In thc amowu af $273,800.00 will ecpire orr4 i 1I09Mi
The akovc m,ssationed Lena of Credit wi13 le AUT(lMA73CAI.L'Y RENEWED ankss we teotify
SPOKANE COUNTY (Bene6cisry) 30 &XLWiar_ 10/0,9I02 -
EIYG~
Covcdft: P1751H MiY)ILOME EA,ST 3P'D AI)DYTIOId
Pkuse ekecIk wdk your ~usamer to sae ff thsy mould Uks to rmm or eansd thafr LoNar of Creft
If YES, ptem cbcck it' there wilf be any changm ira the amtount.
IfN[?, we nead a wrim rquest finm the cunma author~g WM to camd the 1JC.
Pteme indknte your r+esponse 6dow and rr+ctntn by. SEPU1VI'8O 23j&02.
Thank you,
Lavsn Stallinp
ANSWER:
To: hti+ru S~ni/ N'TERNA°IIONAL BANKNG
From: Kathy Rezner
1~527
Cttstatrnei: 11+MIT.O11E, ING I1C 2
Ym our cusuomer wants W rcnew the aboVe mentioned IJC.
Ruiev ° the annount of s
~ A1a, vur customet dvesn't want to remw UC.
F-I Wrinen rquest to cwicci IJC ~ anached.
~ No, we (WTB) dDn't want to renew UC For dw fvflvvaing reasm:
Sipature: Uate.
1
f
S P C) I{ A NIE ~ a U I'T T Y
L7I17L5IQN i7F ENGINEERIIVG AND RC3AD5 FI aIVISIOIV ❑P 7HE Pi7BLiC Wt3RIC5'I?EPAR'I'MENT
jal rL y LUQ.1
QV'a5h1I1gt0A TI'u.5t BanC
PQ B177C 2127
Spokaae, WA 9921 0-2127
1tE: Letter of Credit # 20527 - MidiIvme EaSt 3nd Addnn. (1751 B)
Dear Sir or Madam: Please be advised that the Letter vf Credit #20527 dated November 9, 2001 issued by
your company fvr 1VIidilame, Lne. as surei[y for installaiivns af raads and associated
drainage facilities far the above mentivned plat in the remm;n;ng cunrrent amvunt af
$273,$00.00 may nvw be released in fu11 effective immedaately. A replacement wanranty
surety is taow secured replacing the need fvr a perfarmance sursty. This fnal release
shvuld close out the above referenced Surety.
If yau have any questiuns, please call me at (509) 477-3600.
Sincerely,
3vhn Hohman, PE
DevelQpment 5ervices EngineerfManager
cc: iVlidilome, Inc.
Simpson Engitzeering
Fi.Te
1026 W. Broadway Ave. + Spvkane. WA 99250-0170 0 {509} 477-3600 FAX: (509) 477°7655 (2nd Flnar) 477-7478 (3rd Fioor) +TDL7• (509) 477•7133
14
, r
{dFFICE OF THE COE7NTY ENGINEER
SPOKANE C{3UN'i'7C, WAS3-~INGTON
TCa : JOHN HQHMA,N
FRC3M : DAVE BERTQ
I7ATE : January 18, 2002
STTBJECT: BUND ITEMS P1751B MIDILOME EAS'3' 3RA ADLlITIQN
The aond far the aboue-mentiQned preaject is for the
fa].lrwing items :
1) All the items ❑n the approved road and drainage plans.
i i
1NashinjonTrust Bank : . . , . . . Internationa1 Banking Qepartment
IRREVfaCABLE STANI]BY
LETTER C]F CREDIT NO. 20527
I3ATE: N(]VEMBER 9, 2001
AMOUNT: $273,800.00
Spvkane Counfy Engineers
1026 W. Broadway
Spokane, W A 99260-0170
Attn• 7ahn Hohrman, P. E.
Gentlernen:
We hereby establish vur Irreaor-able Standby Letter ❑f Credit Nv. 20527 in your favor for the
accvunt of MYDTLOME, TNC., 3124 S. Regal St., Spokane, WA 99223-4733, up tv the
aggregate ainount of TWO HUNDRED SEVENTY-THREE THQ'CTS,P►ND EIGHT HUNI]REI}
AND NOI1OO Dvilars ($273,8£0.00) U.S. currency, available by yvur draft(s) drawn at
sight on us and presented tv WashingtQn Ttust Bank on ox before NOVEMBER 9, 2002 vr any
extended date covering P1751B Midilame East 3" Additivn and accvmpanied by the ferllovying:
1. A signed statement from Spvkane County Engineer's C]ffice reading exactly
as fbllcaws:
"I, the undersigned duly authvrized representative of Spokane Counry
Engineer's []ffice, hereby certify that the draft dravvn under this Tetter of
Credit represents the amvunt of maney required to complete the
installation of rvadway unpravemerats including gradirig, gravel, paving,
curbs, sidewalles, stvrm drainage, drainage swates, manuments, street
signs andlar vther work as is incidental and related thereCo an accordance
with the dravvings and specifications as submitted tv artd approved by the
Spokane County Engineer's []£fiee.,,
2. The vriginal vF t.his I.efiter of Credia.
It is acvndation of this Letter of Credit t~hat it shall be automatically extended, withvut
arnendment, for an additional perivd of vne year from the present expiration date or each furure
exgiration date, urless we have natified yvu in writing not less ttaan thirty (30) days before such
expiratian date, that we elect nQt to renew this Letter of Cxeclit. All written nvti~'icativn shall be
sent via registered mail. '
All drafts presentei under the credit must cvntain the clause "Drawn under Washington Trust
Bank Letter of Credit Nv. 20527".
Washirtgton Tnist Fsitarfcial Center A 0 Bax 2127, Spo'kane, Washtngion M3O-2127 (509) 353-4109 Fax (509) 353-3905
Spvkane Caunty Engineers
Irrevacable Standby Letter of Credit No. 20527
Nvvernber 9, 2001
Page `I'wo of Tw[a
Any and all banlcing charges, other tt►an thase of tY►e issuing bank, are fvr the accvunt of the
beneficiary.
We hereby engage with the drawers and bona fide hvlders of drafts drawn under and in
compliance with the Cerri7s of this Letter of Credit that the draft s vvill be duly honaxed upon
pre.sentation and delivery of docurnents, as specified, to Washingtvn Trust Bank' IIIfeI'11a[1Qi1a1
Depa~rtment, 717 W. Sprague Ave., YQth Flvar, P.O. Bvx 2127, Spokane, Washingtnn 99210, oii
or befvre NOVEMBER 9, 2002 ar any extended date.
Al1 drawings under this credit will be governed by t.he CJniform Custorns & Practice for
DoCUanentary Credits (1933 Revision) International Charn1aer of Cortunerce Publication No. 500.
Sincerely,
vo~ 'f~ a&~~
Renne R. I]itton
International Banking Officer
RRD1rr
Bvnto EsTiMATE
Pa°vject Name: Midilarne East 3'd Addition
Project Aiumber: P1751 B
Date: October 31, 2001 ~
Prepared hy: Cindy Galfan &%qf COLTI'Nuy
Item Desccriptian Otty Unit Unit Prir.e Tata1 ,
f]rainage ftems
'C Dry►nrelP, Typs A(incl backftll, fitter fabric, frarrae 8. grate) 1 EA 2,100.00 $ 2,1 D0.[10
2 aryvyel6, Type B (incl backfiEl, filter fsmric, frame 8 grate) 8 EA 2,7f74.00 $ 21,600.00
3 Cancrete Inlet, Yype 9 1 EA 600.00 $ 600g0
4 Curb Inlet, Type 1 19 F-A 75.00 $ 825.00
5 P[pe, 64nch D.I. 96 LF 2500 $ 2,40000
6Swafe Eacca►aation Incl. HauB 420 CY 8.00 $ 3,360.00
7 5eed, Fertilize and Mufch 71,000 SF 0.05 $ 550.00
8 Clearing and Grvbbing 1 L5 3,040.00 $ 3,000.00
Drarnage ltems Sub-Tota1 $ 34,435.00
Roadway ftems
9 IRaugh Grade 2,140 +CY 10.00 $ 24,400.00
10 Top Course 2,140 CY 24.00 $ 51, 360.Oi}
11 Asphalt Cvncre#e Pavement, C1ass A 1,000 TN 45.00 $ 45,000.00
12 Curb and Gutter, Type B 3,370 LF 9.00 $ 30,330.00
13 Sidenralk 1,500 SY 23.00 $ 34,500.00
14 Cerment Concrete DriVSway APProach 390 5Y 23.00 $ 8,97000
15 Wheekchair Ramp B EA 30000 $ 1,800.00
16 WSDaT Type ill Barricade 2 EA 250.00 $ 500.00
17 Nlanuments (vne for each new street) 4 EA 250.00 $ 1,000.00
I8 Street Signs 5 EA 100.00 $ 500.00
19 Stnping 1,600 LF 1.50 $ 2,250.00
I$oadway fterns 5irfrTatal $ 197,510.00
Ereslon CcantraG ftems
20 Silt Fertce 600 LF 4 00 $ 2,400,00
21 Rock Construc#ipn Entry 11 SY 16.40 $ 17600
Frosiaro car,trd ftems sub-roral $ 2,576.04
SU87Oi'AL of ALL !7'EMS $ 234,821
3% inflatiors from year 2001 to 2003 $ 14,288
Sub-Tota1 ieacluding rnflation $ 248,909
GRANCt TC3TAL (3nc1udes muttiplier af 1.10) i 273,800
Inspectlan ,
22 Inspectian of Drainage Facifities 7 LS 3,000.00 $ 3,000.00
23 lnspection of Roads 16 STA 500 00 $ 8,000.00
TOTpL INSPECTiaf►I $ 11,000
,
~ . ~
~ ~~~ENED
~III JAN 1 8 2002
WashirgtonTrust Bank
Internarianal Banking Degartment
IRREV{]CABLE STANDBY
LETTER UF CREIJxT NO. 20561
DATE: 7ANUARY 10, 2002
AMO[.7NT: $11,000.00
Spokane Ccrunty Engineers
1025 W. Brvadway
Spokane p WA 99260--[D 174
Attn: John Hohrnan, P.E.
Gentlemen:
We hereby establrsh vur Irrevvcahle Standby L.etter of Credit Nv. 20561 in your favor for the
accvunt of MIUTLOME, INC., 3124 S. Regal St., Spcakane, WA 99223-4733, up co the
aggregate amaunC of ELEVEN THOCJSAND ANI7 NOI100 --------Dollars ($11,006.00} U.S.
currency, aVailable by yuur draft(s) drawn at sight vn us and presented tv Washington Trust
Bank on vr befare TANUARY 10, 2003 ar any extended date coverirrig P1751B-Midilvme East
3'd Additian and accvmpanfed by the falldwing:
1. Asigned statement frvm the Spakane County Engineer's Office reading
exactly as foilnws: "I, the undersigned duly authnrized representative of the
Spvkane County Engineer's Qffice, hereby certify that the draft drawn under
this letter of credit represents the amount of money required to complete the
cvnstruction inspection of raadway imgrovements including grading, gravel,
paving, curbs, sidewalks, storm dz'ainage, drainage swales, monurnents, street
signs andlor other work as is incidental and relatecl thereto in accorda,nce with
the dravyings and specificativns as submitted tv and approved by the Spokane
County Engineer's Office."
2. The original of 6his Letter of Credit.
It 15 a condition of this Letter ❑f Gredit thaC it shall be autarnatically extended, withaut
amendment, for an additivnal perivd of one year from the present expiration date ar each future
expiratian date, undess we have nvtified you in writing not less than thirty {34} days before such
expirativn date, that we eiect nflt to renew this Letter of Gredit. All written notification shall he
sent via registered mai1,
A11 drafts presented under the credit musC cantain the clause "L3rawn under Vdashingtvn Trust
Bank Letter of Credit Na. 20561
WashingtanTrust Fmancial Center P, d. Bvx 2127, Spokarre, Washingtfln 99210-2127 (509) 3534109 Fax (509) 353-3905
Spokane Cvunty Engirieers •
Irrevocabl~ Standby Letter of Credit No. 20561
L]ate: 7anuary 10, 2002
F'age Tvvv vf Two
Any and all banking charges, other than thase vf the issuing bank, are far the account of the
beneficiar,y.
W e hereby engage with Che drawers a.nd bana f~de holders of drafts drawn under and in
campliance with ttYe ternas vf this Letter of Credit Chat the drafts will be duly honvred ugon
presentation and delivery of dacuments' aS SpeClfied, to VVashingtern Trust Bank, International
Departunent, 717 W. Sprague Ave., 10th Fiaar, P.O. Box 2127, 5pokane, Washington 99210, vn
or before JANLTARY 10, 2003 or any extenrtied date.
All drawings under this credit u+ill be governed by the Unlform CusCums & Practice far
Dacurnentary Credits (1933 Revisivn) internativnal Charnber of Cvrnrnerce Publicatian No. 500.
Sincerely,
4~ L~Mj
Renne R. Dittvn
Internatianal Banking afficer
RRD:mfg -
ws~' e'-. yr - l
Transmitta1
~
&%,Uf cmuy
Develapment services neputrnertt
Di►~~~ ~ng~~ ana Roads
(509)477-3600
Fax(509)47T-T555
Date: October 31, 2001 Fram: Cindy Callan
To: Chuck Simpsvn Project; P1751B
+Company: Simpsan Engineers Subject: Bvnd es#imate
cc: Lauise Gustin
Cupies: I Description;
1 Band estimate
,
UFor Yaur T7se F-I For Your Recvrds L_J As Requested
Camments:
Enclosed is the bvnd estimate for P175 1B Midilome East 3d Addition. Please call me if you
have any questians.
Thanks, Cindy
yo
S A
BvNo ESTiMaTE g .
Project Name: Middvme East 3`d Additron ~
Prajec! IVumber: P1751B ~ Ai
Date: Dctaber 31, 2001 ~
PrePareci bY: Cindy Ca11an ~
&UMECOURly
Item Descript€an Qty Llnit Unit Price Tvtal ,
Drainage Items ,
1❑ryrwell, Type A(incl backrill, filter fa6rrc, frame & grate) 1 EA 2,100.00 $ 2,100-30
2 pcywell, Type B(incl baclsfll, filter fabric, frarrre & grate) 8 EA 2,700.00 $ 21,60(}.00
3Cancrete Inlet, Type 1 1 EA 600DD $ 500.00
4 Curh lnlet, Type 1 11 EA 75A0 $ 825.00
5 Pipe, B-inch D.I 96 LF 25.00 $ 2,400.00
fi 5wale Excavation Incl. Haul 42(} CY 8.00 $ 3,35000
7 Seed, Fertihze arsd MuIch 17,000 5F 0.45 $ 550.44
8Ciearing and Grubbing 1 L5 3,000.00 $ 3,000.00
Grarnage Items Sub-Total $ 34,435.00
Raadway Items ,
9 Rough Grade 2,140 CY 10 00 $ 21,40{3 00
10 Tap Course 2,140 CY 2400 $ 51,36000
11 Asphalt Concrete Pavarraent, Ciass A 1,0Oa TN 45 00 $ 45,004 OQ
92 Curb and Gutter, Type B 3,370 LF 900 $ 30,33000
13 Sidemlk 1,500 5Y 23 00 $ 34,500 00
14 Cement Gvncrete Driveway Approach 390 SY 23 00 $ 8,97000
15 Wfieefchair Ramp $ EA 30000 $ 1,80040
16 W5DC3T Typa I I I Barriaade 2 EA 250 00 $ 50000
17 Monuments (one far each new street] 4 EA 250-00 s 1,040•00
18 5treet 5igns 5 EA 100.00 $ 50100
19 SEriping 9,500 LF 1.54 $ 2,250.Oa
Roadway ltems Sub-Total $ 197,61 0.00
Erosion Control Items
20 Sdt Fence 600 LF 400 $ 2,400•00
21 Rack Canstructian Entry 91 SY 1600 $ 17600
Erosion Control ftems Sub-Total $ 2,57600
SUBTC77°AL of ALL ITrEMS $ 234,E21
3% inRa4ion frtam year 2001 tv 2003 $ 14,288
Sub-Total rndud►ng inflafion $ 248,909
GRANa TOTAL (4ncludes multiplier af 110] $ 273,800
Inspection ,
22 1nspection of Drairaage Facilities 1 L5 3,00000 $ 3,000Ofl
23 lnspectivn of Ftoads 18 5TA 50000 $ 8,00000
70FAL INSPECTION $ 11,000
r KlJi+i AidGl F= 5! i't R ,H tii
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bC~ INV I' 0 14 24.90 h --,,56. tt?t+!%+11.1 ~648a 0,~,86 4 lc`'/. i~
I2 YftiV 1\1 0 14 `4.90 E Y(-)Iil. nw,10 .'s::rfciA. JJ.9F4
LAT & DEF' 0a fi+. Ql ue+Y Y
73 HCLL7SE N E+3 49 03.04 E 0. Filia 1:5 ;:,:,-,4C1E3. 537y 4 1.? 6. 'r-'4.o 7
PREC = 1 T(] 1034962 No At,ea
F"kOlti1 AiNULE D iS-i MU K i Fi Et-dS'f JU
CFNTERL"iNL-' 36"fM AVE
AllTU TMVEfdSE
S7ART 3 .:,4 S. 0.sti 8 4 "a c`'"t. e, Y 16 i'd?
72 I{qV S 69 JJ 42e wO E 1:;o. 00t<.,O 334 10 t3b I. f A+ 2 a I. r'1.~ !4
'i4 INV iV 0 14 `b. Wtv E : ~C+~ittitr+ ::,::;t 8 n vi 9 4~~y"a. ^.•-ih~;
LAT R llEF' -~t e G(~cc~a 1
'I S I1CLUSE 5 14 23 47.60 !rJ 33 i 2. 844 : 4` ! 6 i -t3
PidtC = 1 T0 26000 No HreEt
~
FROM ANGLE DTST NDRTH EAST TO
P1751R MIDILOME ERST 3RD ADD F'LAT BOUNDRY 7-31-2000 D.PERTO
AUTO INVERSE
STAF2T 291B. 0643 3678. 141l 1
1 INV hl ~ 14 25.00 E 279.7800 3197.8418 3679. 314.s 2
2 INV h! 2 51 26.00 W 46.2700 3244.0543 3677.0079 3
3 INV IV 55 54 ,.~8. 00 E 68.8000 3282.6158 ,.~733. 9856 4
4 INV S 89 45 35.00 E 63.1800 32L92. 3508 3797. 1650 5
5 INV iV 35 27 28.00 E 104„ 0400 3..~67. 09a9 3857.5189 6
6 I Nti 5 89 45 35, 00 E 122.5000 3366. 5822 3980. 0178 7
7 i NV 3V 0 14 25.00 E 85.0000 ,.s451. iL'l14 ,3980. .s743 a
8 I NV S 99 45 35.00 E 122.6300 3451. 0672 4103.0032 9
9 iN4+ N 23 42 44.00 E 125.5300 3565. 9995 4153.4842 10
10 i Ni1 5 89 55 42.00 L 125.0000 35E+5. 843L:'. 427'8. 4641 1 1
11 T1VV S 0 14 25.00 k.J 778. 0000 2787.8500 4275. ~215 12
12 I NV N 89 55 42.00 W 125. 0000 2766. 0064 4150.2216 13
13 INV S 47 38 00.00 W 67.9300 2a4L. `302 4100.0317 14
14 T NV N 89 53 11,00 W 553.6400 2743. 3280 3546.3928 15
15 i NV 1V 0 06 49.00 E 125. 0000 v868. 327$ 3546. 6406 16
16 INV N 69 16 50.00 E 140. 5900 2918.0674 3678.1378 17
LAT & DEF' "0. 00,,31 0.0032
17 HG9,..C]aE S 45 46 08.97 E 0.0045 499. E3. 0G4.s 3678.1411 1
-PREC = 1 Tp 654275 Area = 414883.63 sq ft 9.52442 ac
FROM ANGLE IaIST 1`IORTH EA5°C TiD
BLOCK 1 5 T DEL I NES ,
AllTO INilERSE
STaRT 29 1€'6. 0643 3678. 141 i I
1 INV N 0 14 25.00 E a79.7800 3197. 8418 3679. 3143 2
;R TN1J iV 2 51 ~6, 00 W 46.2700 32,44. 0543 3677. 0079 3
3 INV N 55 54 38.00 E 68.8000 328a. 61aB 3733.9856 4
4 INV 5 89 45 35.00 E 63.1800 ,,:,2821. W50B 3797. 1650 ,.5
5 INV S 0 14 25.00 krJ 344.5600 2,937. 7939 3795. 7201 18
RAI?I AL 5 49 45 35.00 E
I7ELTA 89 52 a4. OORT
RAT7I US 20.0000
TA6V 19.9558
L-ARC 3 1. 3717
RADIAL S 0 06 49.00 W
RP 2937. 8777 3775.7202 19
18 CHORD 5 45 10 37.00 W 28. a530 2917. 8778 3775. 6806 2e
TAN@PT N 89 53 11.00 W
20 I NV N 89 53 11.00 Ir1 97.5400 2918.0712 3678. 1408 21
i..AT & I7EP -0. 0069 0.0003
21 HCLC7SE S 2 22 36.39 E 0.0069 29 18. 0643 3678.1411 1
F'REG = i TO 135178 Area = 41611.28 sq ft 0.95985 ac
FRDM RkVCLE UI ST NORTH EAST TO
BLt3C#S' 3 SII7EL E NES
AUTO INVERSE
START 3367. 0959 3857.5169 6
6 i N+,1 S 89 45 35.00 E 122. 50+Z+0 3366. 5822 ,398Q. 017B 7
7 I NV N 0 14 25.00 E-, 85.0000 3451, 5814 3980. .~743 B
8 INV 5 89 45 E 122r 6300 345 . 06I2 4103.10032 9
3 TNV 'S 0 14 'o W ~r~3. FO ~9~ . 1~17 4 00:~~+E~~
Ri~fl I f~L S 8~! !+5 .~5, ~710
DEp...TFt 89 52 24. 00R
RC7D1L5..l7 40• 004L'0-
r~v.t a n ncscs
1..-ARC .sl. 3717
RAD T AL S 0 06 49.00 W
RP 2937.2656 4060. 848s 23
;22 CHOFi13 S 45 10 37.00 W 28.2530 2917.2656 4080. 8087 24
TAN@F'T N 89 53 1 1, 00 W
24 I Nli N 85 53 1 1 .00 W 205. 1300 291?. 6%723 3675.6791 25
RAn a AL ~ ~ 06 49e 00 w
nELTR 340ORT
R1"'FLA IL7S L,Lq - 'LP000 oclo
1"AN 2I~ 044~'
L~-ARC 1. 4f~'
RA~ I AL N 89 4~+
R~' 2937.6723 3875.7187 s:6
25 CHOF~D E'~ +'t4 49 ;~s. 0 28.3855 2937.7562 3855.7189 L-7
TAN@F°T N 0 14 25.00 E
27 ]fiVV IV 0 14 25. Q1e► E 429.3400 3367. 0924 3857.5194 28
LAT & I7EF° 0.0035 -~'Ls. ~~~5
218 FiGLOSE N 755 52.97 W 0.0035 3367.0959 3837.5189 6
PREC = 1 TCI 437048 Area = 120343, 64 sq ft 2.76271 ae
FROM ANGLE U IST iVC]RTI-1 EAST 'Fq
BLOCFC 4 Si I]EL T NE5
A11TC1 XNVEFtSE
START 3565.9995 4153.4842 10
10 I kVV 5 89 55 42.00 E 125. 0000 3565. 84:32 427t3. k841 11
11 IhlV 5 0 14 2-5. 00 W 193. ~000 3372. 8449 4277. 6748 29
29 ING Eel 89 55 42.00 W 104. 9400 33'72. 9761 4172. 7'349 30
RAi] I AL 5 0 04 18.00 W
b7ELTA 90 10 07. OOh'"T
RADIIJS 20.0000
TAN 20a 05$9
L-ARC 31.4746
FtAD T AL N 89 45 35.00 W
RP ,a392. 9761 4172. ?599 31
30 CHORD N 44 50 38.50 W 28.3239 3393.0600 32 '
TAN@PT N 0 14 25.00 E
32 I hIV N 0 14 25.00 E 172.9400 3565. 9965 4k53. 45..,.s 33
LAT & I3EF, 0.0011 -Q►. 00I 1
33 HCLE]5E N 44 50 38R 50 W 0.0015 3565. 9995 4153.48421 10
PFtEC = 1 TD 4203E+5 Area 24038. 2Er aq ft 0.55184 ac
FRC1M ANC.~LE I7I5T NaRTN EAST T~
BLDGK 5 Si DELA NES
AU7O INVERS'E
5TF3RT 2787. 8500 4a75. 221a 12
12 TNV N 89 55 42.00 W 125. 0000 2788. 0064 4150. 2216 13
13 I NV S 47 38 00.00 W 67.9300 2742. 2302 41 00. 0317 14
14 I NV N 89 53 11.00 W 245.1300 ;~74L. 7163 38 ;4. 9022 34
34 144V IV 0 14 25.00 E 105e 04Yi0 2,847.7553 3QJJ. 342I J'..~3
RADIAL N $9 45 35.00 W
DEL7'A 89 52 24. 0QlRT
RAD I E.iS ~0. 0000
TAN 19.9558
L-ARC 31.3717
RADi AL kV 0 06 49. 00 E
RP a847.6715 38T5. .a425 36
35 CHORf] kV 45 10 37.00 E 28.2530 2867.6714 3875. 38-21 37
TAN@F'T S 89 53 11.00 E
37 I9UL! S 89 53 1 1 a00 E 196.6100 2~`S67. 2816 4071.91918 38
RADIAL N 0 06 49.00 E -
DELTp 49 59 4 f . OORT
RAF7Il9S 20 mrnqO TAiV 9 so . ,
k -ARf`. 17. waia
hAD T AL IV 50 06 30- 00 l(R~' ~ 2847 16 4071. 9521 39
38 CHt]F8D S 64 3 20. zW-' E 16.9031 286w ,~84 4087.2973 40
TAN@PT S 39 3 30.00 E
RAi3 x AL ~ 50 i 6 40 . 0+~ W
DE~.TA 169 5 46.00LT
RAD i LJS 50.000
TAlV '0779. ~
L-ARC 1~~ f~5
R~1D I AL N 4 1~+ 0 E
~e~" 2692.1753 c .6602 LF 1
40 CHORI? f~ 45 ~ 7. ~ E .6298 2~33+~. .~a94 4 57.9634 4'
TAfVtiF'T IV 4~1 6.1~0 f,~ ~
RF~I~ IAL S 40 1~ 4.00
DELi"A 49 59 41.00 F2ADI1]5 ;'.0. 0~+ i1~
.
TAIV 9.3250
.
L-ARC 17.4515
RAD i AL N 89 45 35.00 W '
k~F~ 2945. 6051 170, is847 43
42 CHORD hJ 24 45 25.5 16. 9~~h 29 9 4150.8849 44
TANCdF'T N 0 14 25.0 E 1
44 Ih+EW iV 0 14 25.00 E 357.3700 055 4152. .aE36 45
RADIAL N 89 45 35.00 4J
DELTA 89 49 53. OORT
RAOIUS 20.0000
TAN 19. 941 2
L-A RG 31.3571
RAD I AL N 0 04 18.00 E
RP 3302. 971'3 4172. 3834 46
45 CHClRi7 N 45 09 21.50 E 28.2426 3322. 9719 4172.4084 47
TA3VC~PT S 89 55 42.00 E
47 YNV S 89 55 4a. 00 E iQ1,.~'i. 060fzi 3322, 84Qi5 4277. 4683 48
48 INV s 0 14 25.00 W 535. 0000 `787. 8452 4275. 2247 49
LAT & DEP 0.0048 -0. 0032
49 HCLOSE hl 33 57 56.40 W 0.0058 27&7. 8500 4LI75. 221 5 121
PREC = 1 TO 343916 Area 99545.66 sq 9Ft 2. 285`5 ac
FRaM ANGLE DI S"f ND~TH EAST TO
BLC]CK 2 Si DEL F 3RiES
AUTD IhfVERSE
~E^][-3FIf3E ~TART 2743..:,"►..'60 .~546. 392$ iJ
15 IlVV N 0 06 49.00 E 125. 0fI100 2868. 3279 3546.6406 16
16 I NW S 89 53 1 1. 00 E 226. 7y►00 2667.8742 3775.3802 50
RADF AL N 0 06 49.00 E
DELl"A 90 07 36. OORT
RAA I US 20.0000
TAN 20.0443
L-ARC 31.4601
RAD I AL 'S 89 45 35.00 E
RF' 2847. 87f+L 3775.3405 51
50 GHQREJ 5 44 49 23.00 E 26.3155 a847. 7904 3795. 34104 52
TAN@PT S 0 14 25. 00 W
52 INV s 0 14 25.00 W 104. 9600 2742. 8313 3794. ~002 53
53 INV N 89 53 11.00 W 248. 5100 2743.3240 3546, .a907 54
LAT & DEP 0.0040 0.0021
54 HCk...CISE IV 27 5£+ 09.54 E 0.271045 2743. 3280 354E+. ,,s928 f~ s
PREC = 1 TL7 165033 Area = 30995.46 sq ft 0. 71 156 ac
FRDM AhIGLE DTST hlaRTH EAST 7O
CENTERL I NE W❑C]E7LAWN L3R IVE' EAS7' Gitf 36TH lVf3RTH ON Mc,9]ONALI]
p ~j~
AUTO Ii+1VER5E
STI'WR 1 3324.7248
ti:a~ s. ~ e JL7L7•~J'Yt'fY.~ 55
ra c.~.y. n n•~, ~-70r_ a 0 •m.+c c.~~ ~E-
56 INV S 89"5- 300 89~.1 ,~6 41~`
57 INV N 0 1 .,.94 E00 41 ~8
58 I NV N 0 4~~. 00 E 1 c ~00@ 1~8 ~ 60
LAT & DEP -0• 0003 -0• 0000
60 HCLOSE S 0 14 25.00 W '0. 0003 3508. 5379 4128. 2457 59
F'REC = 1 TO 4967625 No Area
EB0M=====-=-----======BllOLE====_=====DISI=========1y0EIk1==========EASI=========I0
CENTERLINE 35TH AVE - AUTO INVERSE ~ START t72. ~s9 5727 5Es
58 I NV S 89 JJ ~►2. 00 C. . J~~V_-~ „ .S . 8J ~ . J7i~J E+ 1
61 I NV N 0 14 25.00 25.0000 3 8518 'D ' . 6774 E2
LAT & DEP -@. 0069 -0. 0026
62 HCLOSE S 20 45 53.50 W 0.0074 3372. 8449 4277. 6748 29
F'REC = 1 TO 23776 No Area
FROM • ANGLE DIST NORTH EAST TO
CENTERLINE WOODLAWN SOUTH OF 36TH
AUTO INVERSE
S7ART 2692.7786 3825.5315 56
56 INV S a 14 25.00 W 150. 0000 2742. 7799 3824. 90`5 63
63 INV N 89 53 11.00 W 30.0000 2742. 8394 3794. 902E 64
LAT & DEP -0. @081 -0. 0024
64 HCLOSE S 16 16 22.48 W 0.0084 2742. 8313 3794. 9002 53
PREC = 1 TO 21315 No Area
FROM ANGLE DIST IVORTH EAST TO
CENTERLINE 36TH AVE WEST OF WOODLAWN •
AUTO INVERSE
START 2892.7786 3825.5315 56
56 I NV N 89 53 11.10 W 213. 13@0 2893. 201 1 361 2. 4020 65
LAT & DEG 0.0000 -0. 0034
65 HCLOSE N 89 53 11.10 W 0.0034 2893. [011 3612. 3985 66
PREC = 1 TO 62036 No Area
'
- - . -