SP-902
SPOKANE COUNTY PLANNING
PRELIi►11NARY SIIORT JL LAT A.1i. .i. LICATION
F I-4 ik 1 I
A. GFi\' T; RAJ, T NF{7 I2 MEI I" F(7 Ns
NAN4EaFAPPL.rCAN'rlrsrPRrsE-N-I'a,-nvc- ,s.J I ~,jv. kA c~Irel 4. e,
MA.I1.I1NG ADDRESS: I z 9~ 7 .4-? ~~ra! 5 v`~
CI ('Y: STATF- Z€P-
PHQNk. {wc7rk} (horxic) ~7-2 7~ ~
IF APPLICANT IS NaT OWNER, TNCLUDE WRITTE,rI OWNER A.UTH+6RIZATION
k`(]R APFI..YCANT TiJ SERVE A5 REPRE5L1`fTATTVE.
LEGAL awNER's NAM-E e ~ C-) Te G ~ PxoNFE. '926
ivxAL.ING ADpR.ESS; D -7 r-,~ Are 9v- 47- s S
, I
YROfECTIPROPOSa4L 5["i"E ARF-A (acres ar sq. ft) .~^J e*f
ASSE55DR PAACEL #S OF PRC77F_C1'IPRCJPCJS k1. 4 -2-~
r
ADJACENTAREA OWNTEU C)R CQNTRi Qi.LED (7cres or sq. Ct } ~z
- ASSESSOR F'ARCEL #'S C3F ADFACENT AREA 014\TEI7 QR CONTFiOLLEfl I►~~~1'~'
sTRrEI- ADDREss oF PuOPOsAL Ga ~ ~ ~ ~ Q~F ~ ~ ~r ~ S s
. ~
ExIs'[~~ ~OiNE CLAssrFreATIoN[s) [Da.TE EsrAIILrSHED) u A9 3 • S^
E?CISTINfi llSE OF pROF'ERTY
. CQMP~EHENsiv~ PLah ~ATEGonY SCHC?OL DdSTRFCT
FIRE D3S7RIC'1' _X71 WAT'ER PE]RV4C3R ~
PRl7PQ5ED LfSE OF PROPERTY:
StngIe Camily dwellings (1~ I3uplcxes Mulfifamily dwellings ( J
NianuCacnircd horncs Bussncss ( a Indusviay Mixed T.lse
Oiher ( ) - I7cscnb--:
E.IST PREViCDUS PI..ANNTNC GEFARTMENT A CTiCJNS INVQLVING TE4IS PRaPERTY:
B. LG~'fAL FNFORMATTON:
LOC:A"~'I~lN CJF PF~OPDSrtL- p~'
S1EC]'ION ?'h TGWN5HIP RANGE '51 Se~
NAME C)F ]PUTt3LIC RDATJ(5) Pk~OVIDING ACCES;~ 6 r_~-,•
~ ~ f •
.
WIDTH OF PRQFERTY FRC]iV'TFNG DN Pi.}`F3LIC: RL')A17 l.S^3$ v
DOE5 THE PRC}POSAL. HAVE ACCESS TC7 AN A~'~•TERfAI_ OR PLANNEI] ftRTERIAL (..}'YES NO
. NAME(s) c~F ARm~~IAL RoADs
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PRELFNfTNAR1' SHdRT ]'LAT AI'PLTCATIC)N . Page ? of 4
LEGAL DE5CRTPTIQN OF PRQPEATY (Attach lcgal descnption stampeed by Land Surveyor) tNCLLTT]E
LEGAL TlESCRTPTIfJN F(]R ENTIIRE fLI7.EA '1'U BE 5L]FiD£VIDED ON PREC.TM1NAFtY SHdR'I' PLAT.
J S g 2-0 3R
M Y4U DO NC7T HOLD TITI..E TC7 PRQPER7'Y, W~IAT 15 YdUR IN`I'EREST IN M •
" JL~ Ct AP ~ f C~ '7C ep ,rP rc I
/y .
C. 1'RELCiYICNARY SI-i[)Tt'l' I'LA'I' GVER'L1tAL INr()RiVIA`1'ION:
N-Uvr~~~ OF LarS: GuQSS AREA: ~J 3 2- o
l'YPICAL LC}T SI2E: 13 f'ROf'OSED NEI" DENSITY*. _41W~•~~
J ,
sMnLLEs•r Lo-r siZE 7,r-0 MZNIMUM nzaNTa,G.2- 7~q . ~
~
Ppmpos~~ SOURcE 01- wA'erR-
IndiVidual weLis PubZic systen7 (S6 Ps7wate Communiry System
❑ther Descnbe: 1le_ r-e, e.c1/,.`r-P r
PRQF'OSEI? MEANS OF SEWAGE DSSFOSAL: _
Pubiic sewer M COmmuniLy sys[em SeptFC tarsk and drasnfield -
L]ouble Plumbing { } Dry~ Sewer [ 1~ _ Qther { } _ -
IJescri'~e. i~ ~,7 CT '~a `~,.-a C~. f res y'r S .
UTULIT''f CUMPANMS ANC11GR DIS'1'RICT'S xG 3'ROVIDE SEFtVTCE TO THFS PRaPQSAL:
Ele.CtriGity: Scu+er, n ) I4
Gas. _X1 6,) tO Wa[er- _1 GL _ Phone
pQ YQU, OFL 7'HE C7WNER IN THE EVENT'lUU IJ47 N'O'Z' OWN'THTS FRnPEFtTY. HAVE ANY
PLANS FOR FUTURE AbDITTC}N5, EXPANSIClNS ClFt FE]RTF-IER ACT'IV1TY REL,4,TED Td THIS
PRQPCISAL~ Ycs (,k) Nn IF YES, FXPLA IN: .
~J
D. nRrLrMr~ARv SHORT pLAm rMPRc3VENIrNT rNFORMATION.,
LEVEL OF STR EET IM.F'RflV E MEN"I'S PROPOSE17 Privatc rpads ( ) _
Puhlic rnads (),t) ArLerial roads (K) 7'racc X roacis
DESCRIB'E ANY C(7MBCNATZON OF ABOVE C;2 v rw~,o ,~a v -r-
, et •e .{.1 Q a v' -P r-c ~ .►~..a _ .S- ~ ~ ~
~r
ESTIMATED TFME PERIQI? EXPEC`I'F-I7 F4R MMPLE`I`E 17E V]ELOi'NEN'I' OF 7T-F, S[TBT7IVTSIOIV':
et~ rf ~ ~t-/ 'e ut
r5 PxASrNG OF THE FTNALTZATTON OF THE s14aF2T PLAr PROPO5ED? Yes Na (x)
IF Y£5, SHQITV FHAS1NG ON TH-£ PRELINfINAR7' SHORT PLAT 3vIAP.
IS DELICATION OF LAND FQR PllBL1C LISE CONTEMPLATED (Parks, schools, etc.)9 Yc5 ND ()C
iF YES, DESCRTBE:
~NET DEiNSI`I`Y 15 LINI°15 QR LCI`i'S PER ACRE M1NU5 PRIVATE AND1QR Pl.I13LJC ROAD AREA.
. ko , ~ °
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pazi
P~RT ~~-IREE
(Ta be completed by `4Vater Purvcyar)
_
A This subtiaision (is) situated wi"n ou,r serviGe a-rea.
B. We are (able) (Fai-4~) and willing tv supgiy this suhdivzsron with adequate «ater
for: (doanestic) (fue) (iftAwiw~ftd) (c ) uses. .
C. Satisfactory arrangements (hwzo (have not) heen made tp serye t}his praposal
D Signature (crnly when iterins tl., B & C a.re tnie ,Lnd coTxipleted).
~ ~k 'e~~1~t~ :a,~.~. 1` E:w
Furveyor5 name ~ ~ignature and TitPe . Date
PART FOU R
(xa be Comple[ed b y Fij e Distx-ict] .
A This subd,ivisian {is} (riaMt) situated wi(Iiiai aur service area -
B Adequate arrangements 4wms) (have nti[} been made to rneet nur needs in providrng
for m1 adequace water system and facili6es fvr ~'~re prr tectivn purposes.
C Signattire (anly when items A wsd Bare tnae ~ind campleted)-
D. Fixe Dist-ict recomn7eiids:
-5cf -i~D -0-I
FLre DaStrict Signatisz-e ai~d Title Date
lPART FXVL i
(To be cvmplete[i by+ Health Uisrrict) .
A Health Distric requirennen faar si,11 s flawelie not} ~ been satisfied
B. Srgnat~zre ~ ~
5igna ture and Title ~ Dat
1'ART SIX
- (Tv be completed by County Engtneer's Department)
A qouncy ~.ngi ?_,er's Depanrrgerit reqLlirCmelIts for Ijrelirninary piat liaue (}iave nat) been
'tasfi ~ ,l
!ff
r r% .
5ignaZurc'aradTiftle ~ Date
PA~"tT SEV EiN ~ (To be cornpxeteti by+ County Utilities Department)
E1 County Uti.liues Depaurtrnent requi.rernents For pi-elirninary plat ~ (have not) been
satisfiecl
- u ' t-:~
Sagnature loid 7`itle ~ I]at~ ~ PART LICr p ' ~
(Ta be completed by ~'1 ni:ked Deparnnent)
1)a[e S~zk~r~~i~ hy.
5ciiool FStrict File. #f: ~
E. 'sungZoning Date Es[a' f1et1: ~
a.. ~ 9 C'2 ~ 93'
' ~
Page
PREL~'ITNARY SNORT PI_AT A.P~'~LICA"T`IQT~ 4 of ~
, PA Tt`[' TTY
SuRaEYnR Vr.:Rdr•ICATIaN
gD '
irv t~tCENsEQ t,A~ra sr~r~~vEYQIz, Fra~v~ coMPr.E°rEa TH~ r~o~r~~-rr~~v
DESCRLPI"IC?N AND JPRELIMINAkZY SHORT PLAT HAV'F, BEEN PRF-PAkED BY ME
S'P RVISIDN IN ACCC?kDANCE WITF[ THE REQ=MENTS DF"THE SP[JTCANE GOUNT
JVT ;I~N REG ~ S AND TF-~F A4NT~ THE STA'I'E OF WASHING7ON
1~9.3
~ • .~~/fl Da,-rE:
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L LAs~'D R F_ S: 7727I IV. PxONE: 467-G6%~-
EXPiREs 4123r9~ zrP: ~4 Y6- ~Ilf' ~r, „.•'li
nART xV
{SIGNATLlRE OF PRC7F'ERTY C3WNERS OR LE7TER OF AU"I'HORLZATIDN}
I, "i'HE LTNI]ERSTGNED, SWEAR OR AFFI,RM LRNI]JER PENAL'A'Y fJT' PERJURYTHAT THE AB{]VE
RESPC)N5E5 rIRE tvfAI7E TRVTHFUT_I.Y ANi7 TC7 THE BEST OF MY KNOWI E❑GE.
d FUR,TF-ER SWEAR DR AFFTRM THAT T AM TNE C71'Yfti'EF: OF RECURT7 OF THE AREA PROPOSEIJ
FOh' THE PREVT I]E~LpN']7 USE AC`~"TC~N, QR, TF NOT THE 0'Vv'NER, A'TTACH:~D HEF~EWITf~ I I7`~'EN 1'~RM~S N r-RQM 1'I•3E CiWNCR A[.]TIqQR2ING MY AC"t'IC3NS GN HISMER
BEHALF -
STGiti'~.:~. ` ~J ~~s-3a~ _ _ ,-f - • DA'F'E s't7
,~DoR ~ ~ ~v P14oNE
2IP:
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S7A'IE OF WASHIiNGT'aN }
~ 55
C0UNTTY OF 5POKANE }
SIGNED AND SWOR.N C3R AFFLRMED BEFORE ME ON THIS DAY 0F
,c~c_i:1_C, 1993, BY
,,%k~ rJtr~~~~~~r
q.;~
A~~•'~''~~~p ~ --=~,'r. c~. 4~ '-e.u.~.•-v~
NTrARY~~~ ~ F1otary Publi an and Cor the S te oF Washin 1 an
r ~ PUBLIG
kcsieisng at ~ ~
4tPrTy appoin[ment expires
Q f
PART V
(i'C7 BE CDAIPLETC-i7 BY T1-iE PLr1NN[NG T7EPARTMEM"}
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DA`I"E ACCF-PTEL7 IY A-'3 B`4'. TOTAL FEEs: REcE rPT4: o Q`~ c?
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Applzcataon fOx• SIlOrt 5iibdivision Apprav2l
- ~~RT ONE
. (To be completcd b}' aPplicant)
A. App$ican['S Nara-se: ~f`S~~-,~~L-r"~~• F.~ J~`~'~f r,- -~c_:::
f ~
AddSPWs$: 6, -r--..r'~ 7 Ii_r. f4.C-E' IfL=E~°lf!
I..egal Qwriers Name• e_,~ Z _ = C', -Z
-
Atjtlress Lra_r.°--t_~1,`~
B. Phrne number where applican[ can be rea~cl7ed• E 1
C. Total fLcreage of propasal. -Y13 )c TaxParcel ivTo. .
L} . Number af Lcats 1411 R Typical lot size I-Zarn r~-r,
r, . Lvid Use Praposcd hy applicant.
l '
G . Method of Water 5upgly° Z.ndivielLial Wells ( ) PLiblic Systern (X,)
1'rivate Caunicy System Cltt7er (}(Describe) t~~c
a4 Z '
1:I . Method o£ Sewage IJispoSal: Septic Tacic alad Dra-in_field ( ) Lagoan ( }
' "Treatmenc Plapt { ) Ot}ier, or carribiiiatian5 { } (Describe)
. a'Lr r .1<-•l~ ~ _141 _t t ~ 3--~' -
I, Lis~6 tility Cors-spanies and1oxDist-ins expecteei to provide servzce ~o al1s proposal:
Electricity Gas c._,•~•~ff~ , Watea- 1.' , F'hane
J. Do you, or t}ie vwner zn the everit you do nrst owrz the subject land, have arty plans for
fitture, acidixaons, exparrsian, or fuxther activity related tiyiah this prQposa]`? Tf yes, explain
,
K. Da you or the owner, awri or have aptions on land «utrby or adJacenc ta cilis
' proposal's location? If yes, exptain:
igna[ure
1, tlle undersigned, swear under penalty a£ perjUry ti1at ttie above responses axe made truchfully and
[o Ctle beSt of tny kn4wledge. IaISL Under5CaAiCL C}aa[, sPiould there be any wa~llful misrepreser7tatioti
or willful lack of full ci.isclasure an my part, Spokanc County may withciraw aT7y approval it might .
assue xn reliarice tipon tliis application. .
Propnnenr `_J11-/ It r.%, Date•
~
{~%vner_~~~.,~.~~ Dace• R
Nota.ry ~'~-~.a-,•-~ ~ Date:
and fyf tlle 5t ce oF Wastiingtan
Not try Public i
FZ • Q,,4`,.Y
= ~-rw~sfon ~ •Tt y
eSi[iing at a
. r~, Cx..u.b_ . -
My appainmient czpiresl~.~ - ► ~ ~ ~ Z' oa; F~ +
~ •o
KaT Y ~
~ ~i~ '
►
:y9~~~
ro15~
TWO 0#
/acdp a be co~tipleter~ by surveY ~
T, th~ undersigrv,eybr, have coznplet the inft~r~natic~n ret~uested, and tlie
prel~rniralry ply m~ ur~c3~r n~y supe ision in aecvrdan~e w~th t~7e
requir~me:it~ Stiort Plac Drdina ce wid the laws Qf the 5tate a f
Wtt5iiingtan. (Sigried) Date:
(Adciress) P}iQne:
/ / / ?'ip=
~U V~YC]R°S SE!LL
~ * ~ •
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AAPlicatian for Shaxt SubdavisxQn ,Approvai
1'ART ONE
(I'a be cvr,npleced by ;,~plipant))
Ap,plicant's Narne:
Addre55: ~ ~ a-? Gt-~~F ,f.C.C•~-(~
Legal C3wners Name: . d.~--r'~ ,i~f.U ~'.~,~'Y" - '
Address: -,7 ,2 74;
B. Phane nurnber where applicant can he reahed:
C. Tvtal Acreage af proposal _y13 ad ~ Tax Parcel Nv.
D. Nurnber vf Lots E. Typica] lat size I..Z 7,fn
F. Land []se Prnposed by applicant: e
, .
G. Method of Water 5uppiy: indi,vidual Wells Public System {.k}
Private
CD[1L1Tl1Cy SySteTXt [7ther (De5CXk}]e) _ [//r,
H. Method of Sewage Dispvsal: Septic Tank and Drainfield Lagaan
Treacment Pla t(} Other, o~' CombinatiUnS ()(7~e5Crtbe)
L.
. T, Lis tility Cornpanies and/ar Districts expected tv p~-a~zde service to [his prvposai;
a Eiectriciry Gas kjc,~~ , Watez- l ~.a , Phone
~ J. Da yau, ar die awnez- in the event you do nat own the subject Iand, have arty plans for
~ fu tur additions, expansierri, or further activity related vvith this proposal? If yes, explain.
i K . Do you rar Ehe awner, vwn or have options an land nearhy or zdjacent to this
" prvpasal's locativn? If yes, explain:
L. i n~t~re
1, t'he undersigned, swear under penalry vf perjury that the atove respnnses are made mathFully and
to tfie bes[ of my knowledge. I aPsv understand that, shvuld there be any willful nnisrepresentation
vr wilIful 1aGk of fulL diSClosure vn trfy part, Spolcane Caunty may withdraw any approvaL ii rnight
assue in reliance upon this applicatian.
Proponent c -e. . . Date• `
a wnt r Date: ~ A, -
No[aly
Da[e:
Notasy Fublic nd rhe St te af Was}iFngcon `a~' ,S~''f~i
Resiriing at q ~'~~~•tysi an F~ ~0 =
My appEaintnent
expires`-f ~t
pa
NdT RY
. ,
PART TWO ota'
("I'v be cQmp4eted by surveyar)
I, the undersigned, a licensed land surveyorx have connpleted che information requested, and the
prelimi.nary plat ha5 been prepaa'ed by me undet' my supervisian in accordanGe with the
reqnirements of the Sgokane Cvunty Short Plat [3rdinarsce and the laws of t.he State vf
Washington.
, (Signed) _ Date:
{Address} Phane:
'Zip:
.
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r SURVEYOR'S SEAL
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4
PART THREE
(To be completed hy Water Purveyor)
I A. This subdivision (is) Oaqw} situated within onr service area. '
B. We are (abPe) and willing to suppIy th~is subidivision r~ith adequate water ~
fvr; (domestic) (£'ire ) ( ~ ) uses.
C. 5adsfactvry airangements (hjW- (have not) heen made ta serve this proposa1.
D Signature (only when items A, B& C are tnae and comple[ed).
~-.--4- ~i 6\.o c.`~- ~ - ~ ~ ,-.r_ u. ea..~,~ a.. a~uc~.. ~ - ~
Purveyars name Signature arid Title Date
PART F+DtiR -
(i'v he campleted by Fire Districc)
+
A. This subdivisian (is) (i%=~) situated within our service area.
B . Adeqraate arrangements qiewri} {have not) been made to meet vur needs in providing
for an adequace water system and faciizties for f'ire prvtection purposes.
C. Signature (vnly when items A and B are tr-ue and completed).
D. Fire Z7istrict recomnrzends;
FPfl IL-/ &-e~6911-111 a1AM4 ,
q-6- -13
Fixe 13istrict 5ignature adci Title Date
~
~ PART FIVE '
(Tv be cvmpleted hy HeaIdl Disa-ict)
A. Health District requiremen[s far shvrt plats have (have not) been sadsfied.
B . Signature.
Signature and Tide I}aCo
P,ART SIX
(To he campleced by County Engineer°s Department)
~ -
A. ` nty.; ng' r"s I~epartrne ~requirements far preliminary plat have (have not) been
tisfi ` .
Si ' ature and,~tle ' Date►' -
PART SEVEN .
(To be completed by Cc+unty Utilities I7epartment)
A. Caunty Utilities Deparbment requixements €'ar prelirnina.cy plac have (haVe not) beert
satis~'ied.
5ignature and Title Date
FART EIGHT '
(Ta be completed by Planning Deparnment)
Date subirutted Checked by:
Schoal District File
Existing Zoning TJate Established:
~
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~'ERMIT CEhfTER PASSPOR7 ~
Date; ~ Number: ~
1 ~
Name Phane
Address
Camments: ~.7f
. ~
CU57OMER ROUTING
~ ~ .
y> - • •S. • rLy,• '1`• ~2 t^ t"'l,
~ ~'bUiL~11VG Departme~'~~~r ..PLAIVNiN~ C]epart'seni` ENGlN~F3,5 G4eparpmer~t ~
r _
!
~ Addressing ~ Adrnin. Exoeptian Approach-Ferrnif
~Building Pcrmic FlArterial Rd P1an Info F]Flood Plain Permit
F] Code Informatian 11 Binding Sitc Elan Info ~ Public/Private Rvads
~Commercial Revie►v F]Cert. of Exemptian ~ Res, B)dg Ferrnit Rev.
~ Conferenm ~ Comgeehensi►+e Plan F]Site Daaina,ge Info
+
~ Fnergy Code Info ~ Cand. Use Permit ~Subdivision Review
~ Fire Sa[ety Review ~ Nonconfami ing Usa ~ Utiliry Permit
~ Manufactured Horns FlF'ermit Review ~Zone Change Review
~ Mechanica] Permits ~ Shorelines Info I J~ C1 l L-
FlQther Fermils Shart Piat Info N FEE 0U7IED
7le ewe Tirne aui
0 Plumbins Permits ~ 5uhdivision Info ' 6 ZO,d--- 9
~ i'rivate Road Info FITemp. Use Femsip ~tL171E~~epa~tmeht ~;~„~`w•` `°,l
~
~ Residentia9 Re►+iew ~ Variance Appl. ~ APA Fayrere_nt
~ 5ewer Peamits F]Zone Check FICert. vfF-cemptivn
F] PZone Info F]Subdn+ueon Rewiew
F] IIULID/Sewer Info
n ~ 11 Zvnc Change ReNiew
~ ~ - ~
nrn Fr_•r~ 1tr,QVIRr,9 ~ xo IT-r rZEOurRr,D
Revicwc:r TErne out c~is~ er] te nut r{eviewer Tisric au[
0 5 ] 1 ~ ~
lWkS"R'R1Pn5Fr0%1 C1R 21StV43
a
1 ~ L- C-> Ll i~ °1' Y
Or-r-ICf nr• 7"i iE COUNrr LNr.iNEER • A[]i aisiQN or• 7 i i[_ T'itnt ic wattxs bEra+Ra nfriNr
F ir
~ ~
Honald C. 11cariiian«, I'.Ei , CCllli#Iy L'11gI11@CC f]eni4is Ivt Scotl, 11~ IC.. bitertmr ~
a
AG~~~~~NT TO PAY Z'ErS
~HG INEEft'S AG REEMENIP iVd)MB C1t io~ ~ ~ ' ~:~r~~
`1`liis agreemetit between Spokaitie {CoirnlY anr - 7 -2 e' . /,rlz 1 ~i rt=~ 0~Ti2F r
n ss ni ~ ~ '
►Iiose interest irti tttie prnject is ikd .I -
agxl ,
: entered inla t13is 9 day nf ~[i e-i" ,19~. Tltiis agreeiitieiit is apPricalale to the project
iiown as: ~
5' v , - S.~
.
r 3~b~Ti[c g 'iTcr
Ilial tltie indsaid+ia1s articl parties naiiic(! Sicrein as ltiaving asti iiiteresi in ilic alaove dGSCSibed Prnperty ar
rrnject agrce to Iltie Followijtig;
1, Reimlfurse Spo'kane Cotirity for project revyew anc~ inspeci;nn fces as speciCeti iz)
Cliapter 9.14 of [Iie 5pnkane Cuiinty Cacle. `Clie fecs will lic based cacti aciual safary
casts itlctirCed by Spokatie C:ciunly For project reapews aiicl J or itispcctions il1«s a t~~l
percent aaJiiiiiaislralive cliargc, and wilM he 1aillecl inottillily as accrliccl. APiy ri'ial
brllrttig arnouiitsr 10 include aciy lale fees or any nllier expcrises inc+irrecf irt llie
collectioci oF an avcrrfue acr.(itiiii ntiust be paid prirrr Co Ilze County's acccptaiice of
tlie project fcar filing,
2. The undersigebed agrces t1snt these fces are sliae and payalaCe upnn reeci`il nF llie
Iail'ling as specificc~ abowe.
3. AI1y IT1v(]1Ce5 [1[1I p,11[I W1tI1111 30 ds{y5 [lF IIIc If1VD1Ce [I7tC W1Il bC 51iI]jeCtC{I (f] i! IatC
fcc eliarge of 1~'ln per iiiniltii (12% per year) ❑it flic iiizpaicl b7lance of 11ie aecnunt
actcf any accriied lale fei; CI1cRCgC5. I[1 Ad[.IlrCC7n' !F aCly [391t5tesricfing bal'ance on !!ic
acccadmt fnr lhis project is rycat paid witttin 30 days nF tltie invoiee (late, rin hiEllier
rcvievvs of llic prraject clocesriticitiks will Ue r.ortdiicted xintil i13c ettiire aecnutat balance
is paici. Any balancc oii llre accot`rft dor titss project tiot paiti wirrtiin 55 ctays oF the
invnic~ da le m7y rresti!! irt I cg,-t l actioii nr rlrc inita#ini7 ri Fo tlicr colleclson proced iires,
ii7c1«iliitig rcferral to a cralfcction agcr7cy. 'llre Spoitisor wiil be liab1e for atiy and all
cxprttses itictiereci by (lie Cotitaly for 111e coIlectiojt of oWerdue accQriliCs.
4. 'T'kie inniiilily billEng slintil(l hc sctit la Rhc ultention af:
NAMF?: .~IpYL Lp I Ot'[r It fL e~- c JC + `@ _
AnDIZes5: e-
Ci7Y, ST`A1'E;
Z[1~ COU1:. f-6
PHQN'C
I iantlersfantl that faiCurc ir) pay tlrese fees may restilt in clelly an completinn ❑r 7pproaal of ll3e projcc! or
!lier pnssiblc sa«ctioitis.
fj 1f 1lsis fee agrecittetit [s c.oat►p1cteci by someone nttier tli7li IIle Sponsnr (7.e., tlic
project owiicr nr aprincipal In Illc fiTiii 5ponsorlitig t'17c prnjeci), saic}t as lhe Erigineer
cie-signirtg llic prnject, il3cn wriClen AuthnrixaliciTt froiiti tEie Sporssnr sliec3rictti1iy
aullinrixiitig ilie Ageitii ro cxeceile lIsls ree Agree»ierit is tiliichcEl to 413is Fee
Agreeeritieiii,
5IGN AT[J [z E I3y: /&,-r.t L~~
,F-- /-1'1 t El crr 1 =
~ (PR[NT' NAME-)
«:TL9ftri VCa_.LOW cOPv -l'n sPOKANE CO[JN'~-V ENrj~EEMs
fV\egteeriun Cee 8120193 ,
W102G Firoaslsuay Ave 5pcrknne, L'VA 9920I1-0170 (509) 456 36iltl FR?L (509) 456•4715
, -
~i
S 1> C_) IL A
Q`rICE oF Ti iE Ce~ejti ry C' raCiNEER • A 131VIsinra OF I Fir I'clili rc'WOuKs 61rARnIFHr
Honalcf C, !lc) rn►aiin, i' Comity 1:nglneer 1]eiy:tifs Ivt ~trect~rr . ;
► r
AeGRE I-1,'MrNT TQ PAY FEES
.NlJIN~,' 1:.R'.7 AGREijM'L' 1'1 T i14JM/i'L'lY ~ir 2 r f.i Ff 9 16"e`i
15 agreCI]1CIlr ~IeIWC£Il S~7(]~Ca~[1C CUllllt~► alll~ ~ ~'Xs-'L ta' ~(t 11t?
Th/'e7z
n rsr~tr ~ ~
~
1l1ose l[11Cfe5t Ifl Ille pf[]jCCC E5 It e
ner, ag~n~;
~ enlere ~l irti~❑ tliis ~ cli~y nF ee-~'' , 19 l`kiis ngceectteijt is ~+pplicaE'~le tn llie project
iiown as: ~
~ I .
n, Hiiiii FM
Ilial the individuals ati(i pacties naiiietl ytierean as liaving att iriterest in tlic abnve describecl properCy or
irojecl agree to tE'te fnllowiiig:
Reimbiirse 5po&ane Cnunly for project re►+icw aracl inspectiean fees tis specifiell iet
Cliapler 9.14 of tfie ~~~okarbe Cviiiily Cocle. Tltie Fccs will bc based oit acl1ial saiary
cosls Iticti rrecI 1ip 5pnka iic Co uti iy far project reviews a n c! 1 vr inspectio ns plti s a lcn
pcrecn# acliitiiriistraiive cltarge, arict wi11 lic kjilleci iiuanalary as accrtiecl. Any fina1
biliitig amne:riis, io iitefucle aryy !a!e Fecs or any ntliGr cxlienscs iitietiCrec1 in ll~e
cc,Ileciiart of arr ovcrcluc accouitit intist be paid prcar to thc County's acceptliace cif
[Imc project for iiliiyg.
2. Tlie uryclersigrted agrces that llyese fees are daee and payable 1ipoib reeeElii af !!ee
billing as spcciFicd above.
3. Aity inwoices not iiiiid witliiii 30 efays of tlte ijivoice da1c will be s~ibjcclecl !a a 1ate
Fce cliarge cif 1% pcr iitinrii}i (12"Jn per year) otti the uripaic1 lfalar3ce of !!tic accotirte
and any accrucd latc fce cltarges. In adclition, if ariy ottrstandin}; balryitce cm ihe
accouttit fnr iliis project is not faaid witiiin 30 days oF' ilie invoicc c!ale, tio hirtlier
reviews of ti'ie project clcacumcitts will be conciuciecl uttfi1 llic ciitire accaurit balance
is paicl. Any balance ntti tlie accoujlt for thcs ljrnject itot pair, witllieti fS cfays ❑f llle
fnvoice cia I c inay result in Icg1I aciioiy o r the inita linri o Fotli crco llcctioiti p rticc(lieres,
iaieluifing reFcrral lci a cn~lec:tion agcnc.yy. Iltie Spnnsor vvil1 hc liable fcfr ariy alid a!l
expeiises inctrrretl hy Elte Coiiiity f«r llie coIlcclioli oF ouerclwrc accorijtls.
4. TIie inontltly bil1ing s1ioiilci be scrat to il3c atderniion of: •
NAMr: 'JW.- lt'i ►~tt- A- ( l~ -
AuaRESs: Il ~'l_£, e-
CITi Y, STA'1'E: -~-.ao A't") t
ZIP COCIE: `79i ~-6
1' f IC3NE # :
I 1ii3tlerstantl tliat failure Io pay i'Itiese fees ritay rcstill in clciay in completican vr ~pprnval of ilie project or
tEier possible sanctions.
If Iliis fee iigreciiicnt is coll7p1e1cti by sniiienne ntlier lh1si tltie Sponsor {a e., llie
project awner nr a`arancipal in the liriii sponsoriFlg ilie projecl}, stie1i as rlic Engineer
cles3gning elie projcct, [leen wriliet' aullrorixatrnn Froiai the Sliolisnr sffectficnlly
nullinri2icig l1ie Ageitit to exectite tliis ree 1lgreez»ent is aliacljcc! !n lltls ree
Agreciiieiit.
S I G NN'[`Ll RE I3y:
z -f"1'[
(PRiNT N'AMC)
~
lGT111tN YrLL0'4'4' CC)f'Y'I'O SI''![1KANL: CO11NTY EtYf:INCERS
V1,►'legreaantn fcc 812[fA3 ,
W. 1026 DfUFitILV1y AVC. 5p6k711e, WA 9920[]-0170 (509) 456 3600 rAX [509] 456-4715
ELMER R. LITECHT 558
2705 s. gROGRFSS 926-7567
_ VERADALE. WfA 99037 19-10 121
1250
~ Y1`H ~ c~ E F s 1~~~ %T a
~
C7 C] L L A R 5
IJ.~ BANK 1 SOa llS BANKS
i1S. BAN7~ 011?• WAMW3'C°I°ON, NATIGNAL ASSOCIAi'[ON
iviERZQ `
1:12 5000 1051; L 21 k i47 2 7 5+il ❑55EI
~
_ RECEIPT Dafi. 19.7 ~ No
L ~`~t -~L ~t~= C 4~
~ ~~~~~~~d :
~ S p r
fl ~ I~ddIGSs ~
° i f CC~
[Joitars
~ For sp
r~
I rcCGUNr I HOw Pnio
atirr OF C,sSH
a ~ nCeCuNr g
s~ x.ur v,sio Cr,EeK
saIaw~E MraNeY By C-7 G
. ~ DuE ~ ~ G~vEe ~ ~ i
. • TRANSAMERICA TITLE TNStiRANCE COMPANY
720 NORTH ARGdNNE
SPOKANE, WASHINGTC]N 99212
(509) 922--2222IFAX 925-1519
PREPARE❑ FOR: Order No.: SE-1$5504M
Certificate for Filing Prvprased:
ELMER UTECHT SP 902-93
2705 S. AROGRESS HD.
VERApALE, wA 99037
cc: Spokane Co. Planning Charge: $125.00
cc: Spokane Co. Engineers Tax: 10.0[]
cc : Windermere-TtxpperlMcCvnnachxe Tatal: $I35 . DO
2ND P°LAT CERTIFICATE
Effective i]ate: September 22. 1994 at 8.00 a.m.
In the matter of the subdivision to be submitted tv Spokane Cvunty fvr
appxvval, this campany has examined tYse records ❑f the Spokane County
Auditar's and Cierk's offices, and the affice of the Clerk ❑f the United
States District Court halding terms in said county. This certificate is
made for the purpase herein specified, and is nat t❑ be used as a basis for
closzng any transaction. La,abiZity is iimited ta the amvunt paid for this
certifa.cate. Fzom such exarninatian, the Gampany hereby certifies the title
to the fQllowing desGri,bed land, in said Spokane CQUnty, tv wit:
The South 158.9 feet ❑f the Sautla ane-half of the East ane-half vf
Tract 208 of VERA, as per glat therecsf recorded in Volume „b" af Plats,
page 30.
Situate an the Caunty af Spakane, State of Washingtan.
VESTED IN:
ELMER R. UTECHT, an unrnarried persan.
EXCEPTI(7NS :
1. Taxes and assessments, if any, no search having heen made thereof, as
tv Parcel No. 45261.1528.
Farcel numbers are provided from the latest Assessar's Mags avai3.abIe
ta the cvmpany. Said parcel numbers are not a matter of the publi.c
record therefar, the campany makes no assurance as ta validity or
accuracy relatirag thereto.
2. Liability to futuxe charges by Spokane County far Starm Water service,
page 1 of 2
•
, Order No.: SE-185604
3. Any unpaid assessments or charges, and liability for further
assessments or charges by Vera Irrigation District No. 15.
4. Reservations contained in deed, recorded in Book 624 of Deeds, page
550, as follows:
The Grantor reserves the right to construct, repair and maintain over
and across said premises any ditches, pipe lines and electric lines,
now existing or hereafter required by the Grantor, for district
service, and the Grantor reserves an easement and necessary rights of
way thereof and therein for said purposes; it being understood that
said South half of Tract 208 is now non-irrigable and not entitle to
distract service for any purpose; said South half to Tract 208 being
exempt from district assessments, the district waives any right, if any
it has, to assess said South half of Tract 208 for any district
purposes.
5. TITLE NOTICE AND THE TERMS AND CONDITIONS THEREOF:
GIVEN BY: Spokane County Health District
REGARDING: Public Sewer
DATED: March 5, 1992
RECORDED: March 6, 1992
RECORDING NO.: 9203060428
6. Potential liabi2ity for assessments levied by Spokane County Utility
Department for the Aquifer Protection Area. To verify, call 458-2538.
In order to make payment, account number is necessary.
TRANSAMERICA TITLE INSIIRANCE C PANY
By
S. August Elpel, Title'Officer
md
page 2 of 2 •
• •r.• . , . _ •
, . . _ . .,~t:.'rs~'1
. +
. `
~
~ y ~ •
' - - ~ C] A ~ ~ ' ; ~ ~ ~ , 4~ ~Ll T.! ~ ~ , , • '
(]r•ricE OF TI dc COUrt-i-r ENCtNEEk • A Uivis[QN Or"I I iL 1'uBI vC 'W'OxKs D[:~~u~~~rn
C~onals~ C. l l(IiJ9~aa13e, l'.C., CcseuIky Eaigiekecr 17e4tetils M. 5coE1, 1.E.",'!~t'ie~lfib- E D r
AGREEMENT ~ 10 1994
ENGINECCR"5 AGltEEML-NT NIlM[3E[t -0+19~' ~0~~--- e73 _Si"i1KANE d'Ai1lVTY EN+GINE~J
nys agreeraienl betwecn 5jacfkane Cotiiyly ancl /;I,(A4
-13
y~
wltase Nntcrcst in Ilie pmjcc:l is 7'►~ ~Lei,-
ncT, aacitie, er.")
is ciitered in4a tliis 9 day of L4 t-tp , 19 7'his agreeinenl i~ applicstb7e tn 1he project
kitowrt a5; ~
'T~nr~r~cc~r"u~~`~r~ilcnaiii~'~7 ei nY ~c~ •
T'Iial tttie i~idiuicluals ait(1 parties naiitied I►ercin as liaviNag ari intercsl In the above cicscilbed pi'apecty +ar
projccl agrce lo ~lie followiuig;
Reimburse 5pokane County for projecl rcview and iiispeciion fccs as specified Jii
eh7pter 9.14 of the Spnkane County Cade, 'ntie fccs will tic basea# carz actttial' sa1'ary,
cosls i ncurrcd bx Spaka'1e a) u nly Foc prnjccl'rcviews aiyd / o r iaislicclions pILIs a' (dil
percenl adiiaiilislralir+e c6rafgc, ant1 wiyl b,e i'iiiIcd moiathly as accrkacd'. Any fiiial.'
billing amo►ants, 11s incky(lc atiy late lees or3any oilzer expcnses iiictkrra:tl ilt t7re _"C4DIIL'G$li)n of 71ry overdite accotii11C Ii1115t bC pa1d I7CiC7C ff) ilic Cciiiatity's acccplitaice of Ilxe prnjc:cl For, f"i"g.
2. T'lae unciersigiaes3' agrc.cs ilial Ib'icse fces are dLiC anel payable titipori teceila4 of the
billing as speciEicel alrove,
3. Any invnices nc~t paacl rx+iCliiii 30 days of Ilae itivoi~e da1e will be sirlrjcclcd ta a 1a1e
€ce clia~~e of 1`!a pca inoiilli (12% pcr year) oti lltie tiiipiyici balance of ll» acGount "
mul any accr4~~d lale fCe Charges. 1n addilican, if any otiits(anding laalance nn t1tie '
accoKi n t Fo r Ihis projec1 is i3ot paid wiiDiin 30-days of Ih e irtivoice dale, ru) fiart Yyer,
reviews of Ilie prafject clocioiiiaiyts wi11be concfuctea iinti! Ilxe exitire accaty~~t balaincc
is paid. Any balanGC on ilie accotiwiit f~nr llkis project no# paici willzin 65 clays of flW_
invcaBce d'ale iiiay resivlt in legal action or [l're initaiioit oFothcr calNcctiGis proccdures, -
inClUcfung referral tei acoIlcction agc¢ic+y. Ilic Spoiisar rrrill be liatg'le for an}r arad_ all'
expctises iwiutirrecl by INie Collnty for Ilie collectioti of (weitlade acr:aultits. ,
~
4. Ilic iitioan(ltiiy billitog sholrlel lae 5ett1 to Ilae aIlention of: , ~~AMr . 44 SKuB i t, v.. e~- c ft r ~
AIJ"DRCSS: le- q
~
CIT'Y, STAI°F--. --!`A A f _ U4" z ' "2-
v
ZlP COC)C. ~7e22 1-6
PIIOE41E
s•~S
1 kanclersla~~l t~~at failtGrc lrti ~,ay fkiesc fees may restilt i:~ clclay in coijaplclinn ar ~r~ap~•avil c~f t'tti'e ~arc~jcct or
~atti~:r ~~mssily~~ sar~ctioltis, ' • - - - - . , . w . _
C1 W-41-lis Fee agceenient as s:c-miplclccl lfy saifititone nllicr Ihaia llae S,1301150r
, prnjcct ar+v~ier cyr ~Imincipal uti llye firiii sp.tansoring thc projecl), siicii as lvic Tngii1cer, clesigriing tlkc ~~rc~jcciy llar:n wiitEen ~nlrlllorizatic~ii Frolrr t~~c Slz~rnsrrr sjiccyrcully :
nutltoria%ug tlwe Ageipt tax cxecii(e lhls ~'ce Agreemeiil Is nttached to (lils Fee
AgGeeq9f:llt.
~IGZ`~ATURE By: Fa~7~~it J
w
~ ~"`Pi4. l~^ ~ L~' S. JP~'" • _
~ WRI4"-0T NAM,E)
la1'in'll'lt'N YEL['sOW C0C'Y 1'0 Sl"O[kANE COIINT~f ENGI~,f~[~.RS
, kV~'yjlmgraerue~s fee 8~10//~.7 , ,
W. 10,26 EIrQarNway Ave. Spokane. Wa1,,99260-i1'l70 (509) 956•36(]0 T11X (5[19),45G,;4715
i . ~4: . ~ , , f. . . . 1 . • • ~ , i . ' / 1 . . . _ ` . , ,
R E;C E T~F~, oat~~~~~:.
42~
025,~
Re ce~~~d ~ror~, ~,]`r~,r~-r t
~A,ddress
, . - ~y• . , . . , Do11ars $ /00 For IA,49-(___ 70 Z>
f :1; . • , ~:i''." \:=L•" ~ ' ' y~ ' . . . • ~ , , <
~ ~ ~ ~ Y ♦ . . ' ' ~ . ' ~ . , . ♦
~ MR..LV[JN!'.' HQCV PAIV
; ~ w y • AW C3F' ~ . . ~ - . ' . ~ ~ ; ~ " S~; ~
' •,hCCC717NTi~'' ♦ ~CASF4,:~ ;F. . . , , .
i~,r. FAIA cHfc~
BAUU~tCE : ~sc~•sar ~
Due ~ ; ~ aa~ea' , ~ d ~ _
y
r ~ . , , . r . ' ~ ' C. ~ • . .~Y ` ~ i ' . . .`C 4"
'QI.AT NAMF C) 0 Z N I7 _
_ STATISTZCS DA'FE ~
Plat Check Fee CYC'
Number af Lots
Road Miles fNew1 I ~
To~l Area
~ - MAP
North Arrow
5cale
Leeend
Procedures & Eauinment
Basis of Bearings
Plat Locatian Bv Title
Official Siznature Blocks
Survevors Certificate
Road Names ~ ,~17° t~-t !rr'~
Road Width.s
AdiaGent Area
Lot & Hlvck NumUeas
R1W i]edication desianated
1 Fovt Strins
3 RPS vn GLO Coruers ~ I AIIA
Tract X r
Lat Areas ~ I r
Benc$ Mark All
La
Closure
[]ED1CA'6'T6'1N _ - ~
I]escrlmion (To Mav)
Descrivtian (To Cert) qO- ~ R~'~ su !"-e~1L ~
Owners c4?
Certificate to Plat ~ A~~'~~
I Foot Strivs A/14
RID - CPR 5tatement ~ ~ 1~-k
Access Protuhited w114
RfVV Dedication
Drainage Lan¢ua¢e ~ Gh pel~`
Flood Insurance
Starmwater Manaeenxenc 208 Baneis -$1.flQa.00 ea ~ 20$ PLANS APPRC]VED $~i ~ ■ y~y L.
' ~'rivate Road I3oc. #'s I pI
Private Road VVarninE I
1
Road Pians
Hond Rvad Imt)ro I Y ~ r ~i cor-, 0-0
f v
S1gIIF;d B}+ Frig1ileei I , f0
Cj}
I-A
nz
~ ~ t ~b ~ ti}~ ~02. Drzf~► r.aaG ~ ~.~C~~~ ~n~,~s , ~ _
Likekl -'~-rz-. r~,- rw,
,
K~\VatkiSt.Ck .r_
f
_ 4r~ • .
S P C) :k+. A N c- C) (.T :I'T T
, .
T'L.4NNLjPG I]EFAR'I'NSENT VVE1LL3S 1) NU&BARI?, I]IRECT'OR
14 1994
MEMdRANDT1M &VK4NE0M#M84WEi
'.[G.
DivASivn of Utilities
L]ivision of Buildings
Spokane CvanCy Heaith District
Spokane County Fire Distxict # 1
Vera IrrigaEtion District
Central Val1ey Schcxil District
FRO1vI: Micheal E. Nicholson, Planner I
DA'TE: April 14, 1994
5UB]EC`I°: Final Shan Fiat SI'-902-93
Enclvsed find copies of the atove referenced finaL plat. Please review and forward any
comments by Aparil 2$, 1994. If yvra have any questions you may cantact Micheal E.
Nicholson at 456-2245.
Please direct yvur written cornments to Macheal E. Nichvlsan.
Th~nk yn .
~
rp
Enclosure
c: ]'irrx Ilf'IcConnachie, 12929 E. Sprague, Spokane Wa 99216
Elrner C7techt, 2705 S. Progress, Spokane WA 99037
R.ichard Main, 7721 N. ►wVfiitehouse, Spokane Wa 99208
WE:ST 1026 BAOAI)WAYAVEIViJE ' SPCJKANE, W.45I-[INGTQN 992Gd-Q24(} • (501} 45G-22D5
Y
} May 6, 1994
M E M O R A N D U M .
TO: Jim McConnachie
FROM: Scott Engelhard, Project Coordinator S6,
SUBJECT: Plan Review and Fee Agreement
FILE: SP-902-93
Our office has received a check print for final plat from your
surveyor. In order to proceed with our review, the final fee and
' plan'checking agreement must be submitted to our office. I have
encloseda copy of our standard plan checking agreement, please
fill it 'out and return it with a check for $100.00 so that we may
proceed with review. Should you have any questions please call me
at 456-3600.
C:WPDOC\MEMOS\FINALFEE.D94
'
~ Ur.'AIER R. UTECHT . ~ . 601
. PRacREss 926-7567
. 1]ALE, WA 99037 / t9-40 121
- - , ' - i9 qgT t250
PPlY ~ I $ 'y~J
T C7 ER L7 .1 . fJ .
. w.A~ r.LQ L L AR5
~ IVK T~ F_]5 BANK.S
j!ffBA'
.
U S. &AM( 6A W&SHINGI'a[+i, NIYII0NAL ASSQCIATIL1hI -
H1EMO I !i~
' a: 1,25QQ❑ L0 SI': 1-21L 14_2 ~ ~ 50 0 60&
RECEIPT' Date /c,~-~''~' 19
' r~ ,
r
n ReCBIVEd FPe'7fi! C1 fc-CHT
Addf E SS
~ 1/~ ~ ~ 1,e `csm c7clO 37 Doloars
For kerf
V
i~ .
~ ACCOUNF HC]4M1f PAI63 '
c AMT Oi CASH '
~ AC'C5]U N i ~ nI1Y PAIL+
~ BAWNCE C A,Sf7N¢Y i r By r,•_ o `
DUF 4 ORDER ~ f
;
/ .ER R: UTECHT 601
' PROGRESS 926-7567 • ` . ~ . -
WEIiHDALE, WA 99037 49-30 321
.
~ ` ` • ' : ^ , ' 19 ;pd~ 9250
. PtLY . ,
" " • - I $ 'T~ 8 ~ _ ,
6u
f 0 ERC7
~ ~ -a 0 L L f► IL S . ,
. LL9: EiA►WK 864 US BANKS
rLd.S. BAi~IIC QF 'WASFEW!'TdSN. NAT1ONYiL A35C7CIA'IIU~1
MEMO • ~ ' .
: L-2-5000LO 5I._ i 2 L L 14 ?'275P 060L-
RECEIP~'' . Dc~te 1`9 , ~ r ^
4
t-c-cy
LJ
' Recetved From J9 T
~ ~ . . ~,,dd ress 1'F~ ~ ~'E?~S~ ' .
~
% "~0 3
~ Dolla rs
o ,
5~`C7 ~
~ . For P£'v fe 1.0 ~
' RCCC3t1NT liE7kV PRIf] , •
~ AMT OF I I~ [R5H ~ ~ • .
ACC6UNT 1 . -
~ FM°f PAIp I C]-kECK f■V ~
II ~
6n1ANCE MahEY
aue p \
_
7ER R. UTECHT . 599
i. PAOGRE55 926r7567 .
. 3.u LF.)ALE, YVA 99037 6?1 -.57 7 19~~
PAY
T[]'1`I-M Q fJF /
1:)..0 L L A R 5
LtiEL BANK 1 800 US SANKS us.~sAnK Of WASONG7V
rrnziaNe►t. AZMu►nvN
M_EM{] '-Z3g
25QO❑L❑5I: L 211 k472?513' 0599
~ • - - - -
0
- RECEIPT Dot- 19 No. 4203-0 -if ? Receeved ~4m
~ Aridress ~ ZSS {
~ p-
~ Dallars $
_ Far CLiQ
~ RCCCSL]NT ~ H04V PAID
, a.MS Of I ~ CASH
~ ReeOuNr ~
~ AMT RRIf7 I■ 'CHECK ~
Y ~ MONE 6AL~RN~CE ~ G flE&Y ~ Byi
~ ER R. UTECHT , 5 9 9
PRCacPESs 926-7567
. vrscnDAL'E, WA 99437 19-16 tZ1
. 7 19 7- 1250
. FAY ' $J
TL7 TI-~.E QFL {]F
U-0 L L A R 5 '
1J.~ ~~►N1C 1 BfF L]S B1~`~iKS •
i75. BM8 4F WASHIN EHA'1"FUNA1, ASSOCfAIIQN
MEMO -
-1: 1 2 S0O0~~~~~ 41~7-27511- 0599 ,
~
~ • . , . . ~
R''GEIPT aflt- 19 No. 42 03:W~
? Received ~rom 2 - r ~
~ rAddress
i ~i~ Qallors
J
. Far 5i0 -
n
~ qCC(}UN7 __j FiOW PAID
AMi OF ~ E CA,SH ~ I
ACCf7UNY ~
AM7 PA1❑ 1■ CNECK
V
BAtANCE I uONEY ~ pj~p
~ r"••' : ~
r GaflER
OFF~~~ OF THE '~OUNTY EH~"iINEER
iP'L`1KANE COUNTY, WASHIIoliCiTt7N
'1"O: BILL JOHNS
FROM: DAYE BERTCI ~ `
DATE: October 11, 1994
iUBJECT: BOND ITEM5 SP 902
The bond £or the above mentiorr praject a.s for the fallowing
atems:
1) All the items on the apparoved road and drainage p].ans.
c.'r wpdac Lda ve \memo \items
~a
S 1- C] V, I-T E ~ G YJ rT "r `ir
L7IVT5IOiV OF ENGINEEF.IP+iG MfC] RpADS A IJtVISI[?N OF 77iE PUSF.IG WQRKS I7EPA1tT°mF-vT
MaiCh 6, 2003
CBZC
p'O BO?C 14084
Spakane, WA 99214
RE: Bond #X]4155 for constructivn of drainage improvernents. (SP 902)
Dear Sir or Madam:
Flease be advised tkat Bond # X10155 issued by your company as surety for canstruction
of drainage imgrovements fvx the above-rnentioned shart plat for Elmer Utecbt iri the
remaining ctaTent amount vf $$,800.00 may novv be relessed in full effective
im.mediately. This final release should clvse oui the above referenced account.
If you have any questivns, please ca,ll me.
SincereIy,
John Hohm~an, PE
I]evelnpment Services EngineerlManagez'
cc: File
1026 W. Sroadway Aye. • 5pokane, WA 99260-0170 9 [909] 477-3600 PAf• (5E19) 477-7655 (2nd Flaflr) 477-7478 (9rd Floor) • TT7I3. (509) 477-7133
11~~
WAStIiAg#oA:
901 North Monrae
5uite 322
CBIC Spokane, wA 99201
COHTRACTORS BONDIHG [804]) 368-CBIC Narkonal
ANQ IHSURANCE COMPANY (569) 325-4462 FAX
SiTBDMSI4N RC3AD'WAY IlVLPRflVEMEN'I' BOND
Np. X14155
KNQW ALL MEN Bl' THESE PRESENTS, Chat EL,MER LnT=
(develaper), as "Fnncipal," and +CONTRACTORS
gONDXNG AND TNSURA,iVCE COMPANY, (boncting company), a aarporatian orgaruxed and existing
undea the laws of the State of Washington, and authflrized to transaet a sureiy business in the 5tate of
Washingtan, as "5urety," are heid and firmiy tound unta Spoicane Gaunty, a palitical subdhvisian of the
State of Washingtan, as "Obligee," ur the penal sum of Eiaht Thousand EiQht Hundred Nol1 DO
l7ollars 8.800. Od lawful money of the T]ruted State of Arnenca, for the gayment of wkuch
the PrsncFpal and Surely bind themseives, their heirs, executors, a[lministrators, suQOessors and asszgns,
jointly and severally, fimiy by these presents.
WSEREAS, said Frincipal is the owner of a tract of land in Spokane County divided and plotted
into lots and knorm as SP 902 and being located in Section 26
Townslup__25 . Nnrth, Range 44 E.VV M, in Sgnkane Counry, Washingion, and said
Cauniy has required that abond be Curnished in an aznount suffic'ient to pay ihe consmctinn casts of
graeiing arcd surfaeing tn the apgroved grades and typxcal sectinn of the roadways of said plat anc£ ihe
fnstaliation of drainage structtues and such other waak as is zncidental and necessary thereto, all in
accordance with those 1'lat Roadway Improvement Speczficatiflns dated , 19 ,
and to the satisfaction of the Spokane County Engineec; such unprovement to be c,ompleted nQt later than
MA,}~1 st .19_9 5 , aunPess said date by extended at ttie ogtian of the Spokane Gounty
Engmeer.,
Upon failure of the Prcncipal ta comply with the requirements stated herein wittun the tume -
authorized, and upon delivery of a wrrtten notzce thereaf 6y Obligee to Surety, the Surety shall make
satisfaction ta Qhhgee to the extent of tus Bond.
The abIigatiQn of this Hond shall be lcept in fiill farce and effect until, in the opinion of the
abligee, the requirements herein stated have been satisfied, in which event written release wjll be gzven
by the Qbligee, the Ohligee having sole right to grani such release The Surety hereby waives aii nghts to
rele.ase frorn the obligation except as herein stated.
SIGNED AND SEALED tPus 26th day of SeAternber , 1994 .
6)"~ CDN'I'RACTi i]RS Sf]NDDTG ANI3
PRTNCIPAL. INSURANCE CONIPANY
gy By: •Q2t?,f-11J-
, ATraRNEY-rri-Fac`r
j~ , y
CBIC Home Office:
Limited 1213 Valley 5treet
P Q 8ax 9271
CONTRACTaRS BOHDING Power of Attorney seattl e, WR981fl9-0 271
AHp IHSURAHCE COMPANY (206) 622-7053
KNOW ALL MEN 8Y THESE PRESENTS that CQNTRACTQRS BpNDING AN6 lNSUR4NCE COMPANY a carporahon duly arganized and existing under the laws af the Sta[e nf Washmglnn, and havmg
its pnneipal oihce m SeatUe, Kmg County, NJashrngton, does 6y Ihese presents make, consfdute and apppml DAVID R EDWARQB, 01 Spokane, WashingtQn, iGs [rue and lawful attamey-In-facl, with full power
and authardy hereby conferced in its name, plaoe antl stead, to execute, aeknowfedge and depver (1) SBA guaranteed perforrnance and paymeni Gonds not exseeding the penal sum of 5l ,250,000, (2) hid
bnnds lorjobs where, if the con[racl is awardesi, the SBA gueranteed performance andlar paymem 6vnd{5} wi11 npt exceed $1,250,000, (3) all ather 6ands cuded and elassified by the Surety AssraCiallon of
Amenca in its Ra[e Manual vP Fidehty, Forgery and SuretyBonds (includfnQiulure amendmerls Hterela) as.ludicral, Contraet{excluding6id honds}, Miscelleneous. License and Permd, and Fede[al ndtexceeding
the penai sum n} $3,000,000, {4p hid honds fQr jobs wnt[ert pur5uant to the aulhonly in clause (9) a6ove Where, if the oQntraet is awarded, the performance andlnr payment hnndssf will noS exceed $3,000,000,
and (5) a!I vmer bonds nar exc4edmg the penal sum of $50D,aGD Prasnded, hnwever, tha[ 4AVIP R EDWRRDS is granted pvwer and aultwnly to exoeed the applrahfe penal limd previously set torth for any
bond in an amnunt equal m the amaunt of arry lener af credit, or sirnilar secunty, recerved a5 coIlsleral secunty Gy the Compeny as an inducement 1o issue the gond, and to pmd the Cvmpany there6y as fully
and to the same extent as if sueh bonds v+ere 5igned by the President, sealed wiih the corporafe seal at fhe Cnmpany and dufy attesSed hy ifs Secretary; herehy ratifying and conlirming all thatthe said attomey-
m-fact maydo inthe premises Said appointmenl is made underand hyaulhontynf the follamng resaluhans adopled hythe 6oard of i]uectors of the CUNTFiACTORS BONDIhIG ANO fNSLIRANCE COMPANY
on January i, 1994
RES(3LVED tlhatGsePresidenEisauthonzedtoappointxsatlvmey-in-factoltlteCompanyOAVID R EpWAFiDSwdhpowerandauthontytnsignonbehalivTtheComparry (1) S8Aguaran[eed
perfarmance and payment6ondsnotexce2dmglhe penal sumof $1 ,250.a00, (2) 6id hondsforlahswhere, if [hecontoactis awarded,the SBAguaranteedperfprmancsandlarpaymeni6ond(s)
wilf no[exceed $ 1,250, DO0, (3) all otherhondseoded and elassihsd by the SuretyAssoeiatmn of Amenca m As Rate Manual of Fdelity, Forgery and Surely Bonds (mcluding tutureamendmerls
IMereta) as Judicial, Ctm[rad {eKduding bid bnnds}, Miseellaneous, Ltcense and Permit, and Federal not exceedmg the penal sum of $3,000,000, (4) hid honds for jobs wntlan pursuant to
the authdn[y In slause (3) ahpve where, d[ha con[racl is awarded, the peftrmance andlar paymeN bond(s) will naf axceed $3,000,000, and (5) a11 other bonds not exceeding the penal sum
01$500,000
RESpLVEO Fl1RTliEF thalOAVID R EQWARDS is granted power and aufhonty rp exceed the applica6ie penal limit set forth in the preceding resalulion for any bond rn arr amount equa!
4o the amount ot any letter df credit, or similar secunty, received as cnlfa[aral security by the Cvmparry as an inducemenE ta issue the 6ond
RESOLVFD FURTHER that the authonty o1 the SeCretary af the Comparry 1a eertity the authenticity and effecGveness of the foregoing twp resoluliqns in any limited Rower of Aitomey is
here6y delegated to the fallrnnrg persons, the signalore pf any ol the fdlawmg to 6md the Company with re5pect 1p the authenhcity and eRectiveness ol lheioregamg resolutinns as d signed
6y the Secretary of the Campany Larr3r L Morns and 8ill Kafflen
RESOLVED Fl1RTHER tha[ the signatures (induding certification that the Power olAttomey is sfill fn force and eflecl) of the President, Nolary Public and pers6n cerWying aulhenhcay and
effeetiveness, and the corporale and Nvlsry seals appeanng on any lamded Pawer of Alromey cpnrairorg this and the foregoing resolutions as well as the Limited PoweR of Rt[orney iISelf
and ds [ransmission, may 6e by facsimde, and such Limrted Pnwer nf Aitorney shall be deemed an ariginaQ m all aspec[s
fiES{1LVED FURTHER ihet all resolutiansadopted prtorlv t9day appoinUng the ahQVe namsd as attamey-m-fatt forCdf+lTRRCTaRS 80NDINGANQ IN$UFIANCE COMPANYsre hereGy
superseded
Ih] WITNESS WHEREOF, CONTRACTDR& BONDING AND INSIJRANCE CpMPRNY hascaused thase prasentsfo Ge signed Gy its Presidenl and iis carporate seal [o foe hereta affixed fhis 1st dsy nf January,
1994
ANk}
COfJTRACTORS 60NQIiVG AND IIVSURANCE COMPANY pQR••,`~~
%
00'i
51
By ~-`~~f ' ~ ~ i~r~p`7~; IQ]9
Steven A Gaines, President .~d =
' 4
STA7E QF WASHINGTON-COl1NTY 4F KING
Bn this 15t day oP January,1994, personally appeared STElIEN A GA{P1E5, tn me known tn be the President vf the eorporation thsl executed the foregoing Limited Pawer vf&itQmey and acknowledged said
Limiled Pnwer alRttomey lo he the free and voluntary ect and deed of said corporatian, fnr the uses and purpases therein mentroned, and on vath shated that he is authonzed to execute the said Limited Power
af Rtt9rnay
IN WITNESS WHEREOF I have hereunlo seE my hand and affixed my off-icisl seal the day and year 1us[ ahove wntlen
NoraRr PuBLoC
STfITE C3F iMASH1E1GTOlv
MOLtY A Ht1D5P6'fH
R+►Y ApPOktitment Expitba.3Ml 9.1997
Notary Public m and far tfie Sfat of hmgton, residing at 5eattle
The undersigned, ac6ng underauih of e Board ot Directars of GONTI~ACTORS B(3NOING AND iNSURANCE COMPANY, hereby certifies, as or in lieu af Cerblicale af €he Secrefary ol CQhITRACTORS
BONQING AND IPlSURANCE COMPR , lt~at the ahave and foregoing is a full, lrue and carreei cvpy af the Onginal Power o4 Attomey assued by said Campany, and does hereGy turther cerUfy mat the said
Pvwer af Attomey ts shll in force and eHect
GIVEN under my hand at this day nf ,19
Y
PoaDE01,02-115010194
" j • ~ .
e'1~ . 1R
e ,
SPaKANE CQLJNTY ENGINEERING - DEVEY,QPMENT ENGINEEItING BERVICEB
HQND E&TIMATE FDRM
PRO.TECT doS~Q~` V16 J ~O ■ ~ ~ ,t?ATE
PREPAFtER lg f L& k6M M1W&5 PROJECT NO.~~
TTEM _ # DESCRIPTTON QLl'ANTI'S'Y PRICE TOTAL COST
1 TYPE "A" DRYWELL $
2 TYPE "B" DRYWELL 1 CA~G or(D s 3 9- d-0 - ~
3 TRTPLE DEPTH DRYWELL $
4 FILTER FABRIC LINING
FQR TYPE P, & g I3RYWELLS ~a,~ /15-0 $ 3 C~ F~
5 FILTER FABRTC LINYNG
FOR TRIpLE QEPTH DRYWELL 45 $
6 BACKFILL FOR DRYWELLS $
7 TYPE 1 METAL GRA'I'E $
8 TYPE 2 METAL GRATE $
9 TYPE 3 METAL GkATE $
10 TYPE 4 ~I+IETAL GRATE $ cxo
11 TYPE 1 GdNC INLET PADS $
12 WSDOT TYPE 2 GRATE $
13 WSDaT TYPE 2 CONCRETE
INLET SASE = L]NYT +rHir $
14 SPOKANE C17. CONC. INLET $
15 SPCJKAND Cv. STANDARD
C[3RB INLET (DRWG . #B-9 ) $
16 48" I'RECAS'1' MAATI-IOLE $
17 SQLTD METAL LTD $
18 DITCH/208 EXCAVATION 0" cq, /Fc1 $ E 11 ow r(10
19 8" 5'I" SEWER - $
20 ST SEWER - $
21 10" ST SEWER - ' $
- ` -
22 12" 5T SEWER - $
2 3 15" ST SEWER - $
24 18" ST SEWER - $
25 21" 5'I` SEWER - $
26 24" ST SEWER - $
27 30" ST SEWER - $
2$ 36" ST SEWER P $
NON STANUARd bRAINAGE ITEMS:
1 'a~G o'F ~ rre~4 $ *6
4
z $
3 . $
4 $
5 , $
5 $
TOTAL ESTTMATED Ct]NSTRUCTION COST: $ ~)-740rGO
~
~
CaMMENTS bN B4ND ESTYMATE :
c
SHORT PLAT 902-93 µ
Drainage Report
Prepared For:
Jim McConnachie
June 22, 1994
Re,.jSe8 7/8/9y
04 w
,-T o
o ,p 3oa91 08 ~Qia ; RECEIVED ~
~ 4~afsre~e t'
fONAL a1UL 1 1 1994
~ExPIRES zZV g5' ~ SPOKANE COc1NTY ENGlNEER
Prepared By:
Hahn Engineering
N. 8623 B Division
Spokane, WA 99208
Ph..(509)467-1550 OFFrCiqL pU$LIC DOCUMENT
Fax: (509)467-8189 SFOKqNE COUNTY ENGINEER'S OFFICE
P,~~~~~T~RiGiNq;~ !Spc
SJBl►fITTAL # ZQ? ,
AETURN 70 COUlVTy ENG1NFER
(
DRAINAGE REPORT
SP-902-93
EXrISTING CONDITIONS
Currently, the area to be incorporated into Short Plat 902-93, is natural ground with one `
home located on it. The drainage currently sheet flows across the property in a northwest
to southeast direction. The runoff from one half of the adjacent roads flows onto the area
and travels along the roads to the eaisting low spot at the southeast corner of the plat.
No drainage structures exist cunently.
PROPOSED DRAINAGE PLAN
The proposed short plat consists of four lots Each lot is approximately 12,500 square
feet Please reference attached drainage plan for layout of the short plat. The existing
drainage channels will remain.
It is proposed that ditches be added along Progress Road and 24th Ave. to help convey
the runoff to a proposed pond at the existing low spot.
Eventually there will be a R.I.D. project to improve 24th and Progress. Therefore, as part
of this plat it is not necessary to improve those streets. Although when they do get
improved it is likely the improvements can be integrated with these improvements.
Since, the soils are Garrison soils (see attached soils map), per the Spokane County
Standards, drywells can be used for drainage discharge. Drainage calculations were
done to size the pond and determine the number of drywells required. The drainage
calculations follow on the attached pages. As can be seen from the calculations, with
two type B drywells it will be necessary to install a 4743 cubic foot drainage pond for
storage. It is not required that we provide any "208", however, the pond bottom area is
more than the one twelfth of the pavement area on Progress and 24th. The pond allows
for 4" of freeboard between the top of water elevation and top of pond.
Attached is a water resource map which show the contours around the area of the Short
Plat. These contours were drawn on an enlarged section map to show the drainage basin
which flows onto the proposed plat. The area of the drainage basin is 7.17 acres and
produces a peak 50 yr. flow of 5.85 cfs.
BflWSTRING ME7HOC1 (FIFTY YFa+~, STDRM) PhOJECT SP-902-9-3
DLTENTION B►4SiN pE51CN ORYWELLS PRaPQSEQ ❑ATE: 08-Jul-94
2-TYPE B ❑R1NVELLS 2 {flrywell infltratran rate (cfs})
Total Area (calc.) (see Id 1) 7.17
Time o# Canc. (calc.) {see H 1) 13.29
Cocnposice "C" (calc.) (see H1) ❑.30
Time of Canc (min) 13 29
Area (Acres) 7 17
C' Fac#vr 0,30
Impen+ious Area (sq. ft.) 23560 1857.12 Pond floor area
Valume Provided (cu. ft ) 208. 1046.12 storm (total) 4743.28
Max depth af 1.75' surface. 4743.28 ~
ulg: 0
QutFlow {cfs} 2 Q
Area " C" Factar 215
#1 #2 #3 #4 #5 #fi #7
Time Tirne Intensity Q dev V in V out 5tarage
Inc Inc.
{min ~ (sec 3 (in.lhr.) {Cfs) (cu. ft) {cu. ft.) (cu. ft)
(#1 *BU) (A-C"#3) {f]utf.'#2) (#5-#6)
13,29 797.15 2.72 5.85 8250 1594.31 4656
5 300 4.68 10.07 4047 6000(] 3447
10 600 3.20 6.88 5534 1200.00 4334
15 900 247 5.31 6222 180000 4422
20 124{] 198 4.26 6265 2400.00 3865
25 1500 167 3.59 6352 3000f]0 3362
30 1800 1.46 3.14 E504 3600,00 2904
35 21€70 1.30 2 80 6630 420[].00 2430
40 2400 1.18 2.54 6780 4800.00 1980
45 2700 1,07 230 8838 5400.00 1438
50 3000 1.470 215 7036 6000.0(1 1036
55 3300 0.92 1.98 7067 6600.00 457
60 3600 0.87 1.87 7244 7200.00 44
65 3900 082 1.76 7357 780i}.00 -443
70 4200 (}.80 1 72 7694 840000 -706
75 4500 0,17 1.66 7902 900000 -1 098
80 4800 {].75 1.61 8181 9600.00 -1419
85 5100 0.72 1.55 8318 10200.00 -1882
90 5400 0.70 9.51 8539 10800.00 -2269
95 5700 0.69 1.48 8862 1140000 -2538
900 6000 0.67 1.44 9038 12000.00 -2962
DRAIMAGE PQh1D CALCULATIDNS
RequiFed grassy swale pond storage voEume
= ImpervEaus Area x.5 rnJ 12 in.1ft. _ 982 cu. ft.
pravided: 1046.12 cu. ft. QK!
DRYWELL REQUIREMENTS - 50 YEAR DESfGN STDRNk
Maximum stvrage requirer~ by Bowstring = 4856 cu. ft 5~~ ca1c~ l~ f~`°
prt~vided: 4743.28 cu. ft. Ditl I/ol+~~^e
T.IME OF CONCENTRATIOr` '7inutes}
Tc (overland) Tc {gutter} Areas "G" A*C
Ct = 0 15 L2 = 650 7,17 0.30 2.151
Z1 ~ 3 0.00 090 0
Ll (A) = 400 Z2 = 3 000 090 Q
N(A) - 0.4 B= D 0.00 90 0
5(R) r 0.02 ,oZ~"~ n _ 0.026 000 0.75 D
s = 0.095 0 00 0.00
TC (A)= 10.19~ d = (].7462 ~ o•a~~ 0.00 0.00
~ TotaE R Comp „C" `
L1 (6) = 0 Tc (gu) = 3.09 7.17 0.30
N(B) = 0
S(B) = 0 Tc(A+B) = 10.19
Q=(:*I*A= 5.85
Tc (B)= 0.0
Yc(tat.) = 13 29 Q(est.) = 5.85
IntensFty = 2.72
A = 1.67044
INP = 47194
R= 03540
V = 3.50
Tc (total) = Tc (QVerland) * Tc (gutter) Tc(gu) = 3.09
Tc (vverland) W Ct*(L1 *NIS"U.S) "0.6} Q(est) _ 5.85
Ct=0 15 •
L1 = Leng#h af (]verEand Flow Wvlding = 23 16
N= fric#ivn factor of overiand #1ow (.4 for average grass cover)
S= average slvpe of overland flow
Tc (gutter) = Length (ft. )Nelvcity (ft,lsec. )!6fl
B=Bottom width af gutter vr di#ch
Z1 = inverse af crvss siope cane of ditch
Z2 = onverse of cross slape two af ditch
d= depth af ffaw iri gutter (estimate, check estimate w4th Flaw)
ACea = d*6+d"2/2*{Z 1 +Z2}
Wetted perimeter = 6*d+(11sin(atn(IfZ1)}+lIsin(atn(11Z2)}}
Hydrauiic Radius = R= AreaNVetted Perimeter
Velacity = 1.486In*R" 567*s".5
Flow = Velacity#Area
n = 0 016 fiar asphalt
s = longitudinal slope of gutter
Floor vut#low ={.36"depthlhr per sq.ft flvvr} *(11 ft depthll 2") (1 hr13C40 sec)
,
= 0 00000833 cfs per sq.ft. of ffvar area
Grave4 6ed outflaw =(soil perc rate, in !h r )*(1 ft. depthf12")*(1 hr136OD sec)*(gravel bed floor area, s
5torm Valume.
UIG = gravel bed volume * .3D
Surface = Volume abvve grate elevation
VOLUMES FOR P(]N❑
AVERAGE END METHqD
ELEVATEON ARE,4 RVERAGE DfS7ANCE BETWEEN VpLUME PRQUIDE❑
95 1857 12
2092 24 0,5 1046 12 -"208" VQLUME PROVIDED{.
95.5 2327 36 95 5
25624$ 05 1281.24
9s 27976
3221 223 075 2415917
96.75 3644845
4743.277 -TQTRL VOLUME @ 96.75
97 3927 26
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GpD :GLENROSE :SF 4~ ~40-55 : 7E ~ 0. 32 : a A a
GrB :GLENROSE :GR-SiL ~ 5-20; 3E ~ 0.246 5: 6
GrD :GLENROSE :GR-SIL ~ 30-40i 6E ~0.24: 5: 6
G rD :GLENROSE :GR-S I L ~ 40-55: 7E ~ 0.241 5: `6
GsD :GLENROSE :ST-SIL ~ 20-40: 5E ~0.32: 'S: 5
G sD :GLENROSE s ST-ST L ~40-55; 7E 0.32: 5 : 6
G~tA :GREEN BLUFF 'R S I L ~ 0- 5f2C ~ 0.32 e 5: 'S
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LmC3 :LANCE 'S F L ~ 0-30: 4E : 0.55: 51 4L
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LnD2 :LARKIN :5IL ~ 20-30; fi~ : 0.32: 5 :
LnD2 :LARKIN :SIL ~ 30-45: 6E : 0.32: 5;
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5H9RT PLAT 902-93
Drainage Repart
Pre,pared For;
11i11 MCCOIIn8Ch[c
Tlit]e 22, 1994
.s~ ~1Ca~ 1~t.1 [7 r3A'T~
oR WAS~yrl
~ {3FF«IA'l. PUBLfC {3QC~AE'~T
~ SPO}tANE COUNTY ENGiNEER'S OFFtCE
~ QB91 ty~ OR1GINAL
° ,p
~~ts ~r~~~'~ PRQJECT # ~
Sl]6MfTTAL # s4'Ot~AL E~
flETL6RN FQ C(3UNT1'" ENGfiNEER
~
~EXPIRES 21211
Frepared By:
Hahn ,Engineering ,
N 8523 B 17ivision 5pafcans, WA 992{]8 ~ RECEIVED ~
Ph. (509)467-1550 •
Fax [509)467-8189 ~ .
~ ~ ~994
,
SPOWE C4UNTY EfdG1NEER ,
`I DRATNA~E REPORT
SP-9n2-93
EXl[S'PTNG CONDITIQNS
Currently, rhe area to be incnrporated intv Short Plat 902-93, as naturaI ground with vne
horne lvcated an it. The drainage currently sheet flows acrass the property in a northwest
to sautheast direction. Thhe runnff from nne half nf the adjacent roads flvws vnto the area
and travels along the roads fo the existing Ivw spot at the svutheast cvrner of the plat.
No drainage structures exist currently.
PROPOSED DRAINAGE PLAN
T'he propvsed short plat consfsfs of four lots. Each lat is appr4acimateiy 12,500 square
feet. Please reference attached drainage plan for layout vf fhe shvrt plat. TIhe existing
drainage chanitels will rernain.
It is propnsed that ditches be added along Progress Rvad anri 24th Ave. to be1p canvey
the rrunoff to a propased pand, at the existfng law spot
Eventualiy there will he a R.I.D. project to rmprove 24th and Progress. Therefore, as part
af this pIat it is not necessary tv improve those streets. Although vvhen they dv gei
imprcrved it is likeFy the irnprovements can be integrated with these improvements.
Sknce, the soiIs are Garrison soils (see at-tached soils map), per the Spvkane County
Standards, drywells can be used fox drainage discharge. I]rainage calculations were
done to size the pvnd and de#ermine the nurnber of dryrwelIs required. `I"He drainage
calculations fallvw on the attached pages. As can be seen frorn the calCulations, vvith
twv type B dryrvells it will be necessary to install a 4507 cubic fcaQt drainage pvnd for
starage. It is not required that we pravide any "20$", however, the pond bottom area is
mflre than the one twelfth vf the pavement area an Progress and 24th.
Attached is a water resaurce map which show the contomrs around the area af the Short
~ Ftat. These contours were drawn on an endarged section map to shvw the drairage basin
which flows onto the praposed plat The area of the drainage basin zs 7.17 acres and
produces apeak 50 yr. flvw of 6.53 cfs.
BOWSTRING METHQD (FlFTY YY STORM ) PR(]JECT SP-9, 3
DEl°EENTEON BASIN DESiGN - ' DRYWELf S PROPOSEa DATE: 21 -Jun-94
2-T1'PE 6 DRYWELLS 2 (Drywe[I rnfiltration rate (cfs))
Total Area (calc)(see H 1) 717/
Time of Canc. {calc.} (see H 1) 11 14
Compasite "C" (calc ) {see H1) 0.30
Time of Conc {min} 11.14
Area (Acres) 7 17 Av--ct),e~nitit, -ta
G' Facfvr 0.30 vo r~
Impervisrus Area (sq. ft.) 23564 C, 590 Pvnd flvar area 1 4AD 'r, -66'
Valume Provided (cu ff ) 208. ~storm {total} 4947 , y
SLIrfaCe. 4947
ulg. L) -7cD c.~
aufflaw {cfs} 2 p 35oa
Area * C° Factor 2.15
l
#1 #2 #3 #4 #5 #6 #7
7ime Time Irrtensity Q dev. V in V vut Storage
Enc Inc,
(min.) (sec } (in.lhr-) (ct's) (cu ft } (cu ft } (cu. it ) o17
(#1 -60) {A-G-#3} (qutt *#2) (#S-#6) ~~A011.14 ~ 668.29 3.03 5.53 5844 ===1336.58: NW`=4547 ~ .
5 300 4.68 14] p7 4047 600.00 3447 tia
10 600 320 688 5534 1200.(]0 4334
15 900 2.47 5 31 5989 180000 4189 ~ ~
20 1200 198 426 5078 240000 3678
25 1500 1 67 3 59 6204 30[70.0[3 3204
30 1800 1.45 314 636E 3600.00 2766
35 2100 1 30 2.80 6508 4200.00 2308
40 2400 1.18 254 6658 480000 1858
45 2700 1.[]7 23{] 6737 540000 1337
50 3000 1.00 215 5942 600000 942
55 3300 0.92 1.98 6980 6600.00 380
60 3600 0.87 1.87 7162 7200.00 -38
55 3900 082 1.76 7280 7$00.00 -520 70 4200 080 1 72 7618 8400.00 -782
75 4500 077 1.66 7830 9000.00 -1 1iC1
80 4800 0 75 1 61 81 10 9604 00 -1490
85 5100 0 72 1 55 8250 1020000 -1950
90 5400 0.70 1 51 8473 10800.00 -2327
95 5700 069 148 8797 1140000 -2603
104 6000 0.57 144 8974 1200000 -3025
DRAlNAGE POND CALCL1LATlONS
Required grassy swale pvnd storage volumie
= Imperviaus Area x 5 in 112 in.lft = 982 cu. ft.
provided: 1590 cu. ft. QK!
DRYWEL.L REQUIREMENYS - 50 YEAR ❑ESIGN 51 QRM
Maximum storage required by Bawstring = 4507 cu ft
prvvided: 4947 cu. ft. C]Kd
TlME C3F CONCENTRATIQN (m~
Te (averland) Tc (gutter) Rreas "C" A*C
Ct = 0,15 L2 = 650 7.17 0.30V 2 151
ZI = 3 e 000 0.90 0
L 1(A) = 354 Z2 = 3 0.00 090 Q
N(A) ~ 04 B= o~p 0 0.00 0 90 o
S(A) = 0 026 n r t00262 D2 A~ 000 0.75 0
V000 000 o
Tc (a)_ 870 d= . 0.00 000 o
Tatal A Camp "C°
L1 (B) _ 0 Te (gu) - Z44 7 17 0.30
N(B) = 0
5(B) = 0 Tc(,A+B) = 8 70
Q=C*I*a= 6.53 1/
Tc(B)= 0.0
Tc(tot } = 11.14 Q(est.) _ 6.52/
Intensity = 3,03
A~ 147
WP r 4.4272
R = 03320
V= 443
Tc (fotal) = Tc (overland) + Tc (gutter) Tc(gu) = 244
Tc (overland) =Ct*(Ll *NJS"0 5)"06} Q{est} = 6.52
CE = D.15
Ll = Length of Overland Flow Ho€ding = 23,16
N= fhction facfor of oVerland flow ( 4 for average grass covef)
S= auerage slope o€ overland flow
Tc (gutter) = Length (ft )lVelacity (ft Isec.)1641
8 = Bottam uvidth of gutter or ditch
Z1 = inuerse af cross sfape one of ditch
Z2 _ inuerse of crass slope twa of ditch
d= depth af flow in gutter (es#imate, check estimate with flow)
Rnea = d'`B+d"212*(Zl+Z2)
1Netted perimete r= B'd+(1lsin(atn{11Z1})+ I lsin(atn{I IZ2)}}
Hydraulic Radius ~ R = ArealWetted Perimeter
Veiocify = 1 4861n*R".667's".5
Fiow = Velocity*Area
n = O.016 for asphalt
s= IQngitudinaG slope of gutter
FIvor outflow = ( 36"depthlhr per sq ft. fioor) (1 ft depthll2 "(1 hr136C}[] sec)
=0.00000833 c6s per sq.ft. of floor area
GraVei 8ecf outflvw =(soil perc rate, in.1hr,)"(1 ft d+epthl12")*(l hr13600 sec)*(gravel bed floar area, sq, ft.)
5tarrta 1fQlume,
UIG = gravel bed valume * .30
Surface = Vofume above grate elevation
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S P C] IC A N 1F- C C] U 1!4 T Y
❑FF7CE C1P THE CC]LFNTY ENGINEER ■ A DMSIflhP OF THE PUSLIC WORIGS DEPAFi'i'MEN~T
Ronald C. Hnrmann. F•E-, Couniy Engineer L}enus M. Scott. P.E, Directar
~ ~
EW
Mr~j 6 i 1994 . °
. ~
Nd E M Q R A N D LT M '
~ SPOitARE C011NTY 'fA34"Em
_
. . TCr : Jim McCannaGhie
FRaM: Scott Engelhard, Prvject Cflordinator S76-,
STJBJECT: Plan Review and Fee Agreement
Our affice has received a check print fox final plat from your
surveyar. In order ta proceed with aur xeview, the final fee and
plan'checking agreement must be submitted to our office. I have
encloseda capy af our standard plan checking agreement, please
f iT 1 it out and return it with a check f or $10 0. 0(] sa that we may
proceed with reView. ShoUld yvu have any questians please call me
at 456-3600,
- C:WPOOC\MEMOS\FINALFEE.D94
1026 W'8roadway Ave • Sgvkane, WA 99260-0170 - (509) 456-3604 FAX (549) 324-3478 TI3Q• (509) 324-3166
- - , , _ 9409260461 , COP' ~Y
-.::31np4l FfLFDOR RECORQED
~ 6 1994
RE: Language for Plat IJedic~ition & Covenanfs ~ vuuIv I fiAuuii DR .
P'rvject # 5P 902 SPQKANE CO[]NTY, W1V.
• I3ECLARATZQdw[ QF C[7VFNANT
In cansideration aFthe approval by Spokane County oFShort P1at 902 - 93 (1iereinafter reFet-red tv as the "Plat"), the undersignecl
cvvenants and agrees thai: ,
l. Spokaue County is herehy granted the rigtst aF ingress and egress to ail ntivate roads andlar drainage easemeats, for the puxpase
aF'snspection and emergency ttaintsuance raCdrainage swale,s, and any ather drainaga facilities, iFnat praperly maintained by the
prvperty owners, Spokane Couaty eloes nat accepi the respansibility to inspect and rflaintain the drainage easernents ❑r drainage
swales, nor cloes the Caunty accept any Eiahility Fcrr faiIure by the prvpet#y orvaers tv praperly maintairl such areas.
2. The property owriers within tlus PIat shaIl he hefcf responsibie for keeping vpen and maintainifl$ the surface path of naturai ❑r
rnan-made drainage fIow over and across ihair respective prvperties.
3. The prvperty owriers wichin this Plat shalI maintain afl water quatity treatment swafes ("248 swales") ana drainage cliiches situaterl
on (heir respective properties, and any portion ❑f a 20$ swale situated in the pubiic right-vf-way adjaeent to their respecTiue
properties with aperrnanent grouad cover as speciFerJ on the current approved plans an file with the County Engineer's Uffice.
The property owners may instail apgroved shrubbery anc3lQr trees whicts c!❑ not nbstruCt the flow and percolativn vF starm
drainage water in the 208 swafe and rlrainage r3itches, as rndicated by the cur°rent agprarred plans on fle with the Couaty
Engineer's {?Ff ce.
4. The property owner or his representative sbaii itafortn each succeerling purchaser vf ail drainage easements on the property and
vf his respansibility For uzaintaintag surfaCe drainage paths and swaies u+i[hin said easetnents.
5, Spnkane County does not aceept the res}avnsibility for maintai,ning the drainage enurse oa psivate lots rvithin drainage easements
ar ffovdpIain areas, and accepts nv respvnsibiiity for any clarnage whatsaeVer, including, b►st not lirrr,ited to inVerse Gvddemnapvn
tv auy properties due to de Ficient cvrastructiara andloc rnaitstenance o f drainage c ourses in drainsgs easerpents on prsvate prvperty.
6. Whena►+er the ]ot owners nr their successars in intez-e.st fail tfl maintain the drainage Facilities in cQnForrnanee wtth the approved
drainage pfan, a notice oFsuch failure cnay be giVen tv the lot owner ar tbeir successors in interest hy the County. Ifnat carcected
wilhin the period indicatecl on said notice, lha County has the right to correct the maintemance fai2ura, ❑r t❑ have it corrected,
at the expense Qf the Iat owner ar their suecessors in interest.
7. Any buildiAg tbat is cQns#rtzcted on a Iqt in ihis Plat shall be set a# such an elevatioa sa as ta gro►+ide positi►+e dratnage away Fram
any drainage entry poinC to the huilding {i,nclradinig but not linii(ed Ca a window weil, a window uaprtatected by a window weII,
ur a doanvay). Said positive drainage sbaiI consist oF a rninannum s14pe of 3% away fmm the buiFding for a ciistance aF at 1east
10 feet frnrn the buiZding. The 1❑ts shail be graded sa that either a) a!1 nYnoff is rmuted away from the huilding, and cvnveyed
nver the Ivt tr a aatural drainage swale vr approved drainage faeiiity, or b) drainage interceptecE aa the loc is dispvsesl of on the
lat iu a►s apprv►+eci drainage facility. The appcoved draiaage faeiiity shall be eon.structed irt aecordanee wath the approVed plans
an EIe at the Caunty Engineer's Qffice. Any revisions tra the approved drainage pians mustbe approved hy the County Engineer's
Office prior t❑ construction ❑F said revisions.
I
S. This eouenutt and agrecment shall run with the land and shaii 6e hincling upon the vtivrser, thezr heirs, successors vr assigns,
including the vErligahon ta participa3e in the maintenance vf the private road and drainaga faciIities, as providect herein.
C~
.2_Z-~C~St-~
Signature Date
y.f M e
State of Washingtarry
County df 5pvkane y
I Ce1'tIf}I t~lat I~ff1CiW Or ~'1aV@ SatISfiBCt(7ry ~P.VIffPRCP. tF1aY einndr~ thic ineTri~mnnr
_-1
oFFiCE oF THE courrr~ ENclNEER
Spokane Cvunty, Washington
June 28, 1994
To: Richard Main
Fram: Development Engineering Senrices - Chris Reich
RE: Language for Plat Dedicativn & Cavenants
Project # 5hort Plat 902 -93
I7rainage easements, as platted and shorvn herean, which are fvr the ptirpose of instailing,
operating, and maintaining drainage facilities, as conditions of plat approval, are hereby granted
ta the public.
The private roads, drainage easements, and lots in this Piat are subject ta the separate
]]ECLARATIO1Y C3F CQ'VENANT as recorderl under
[~ua
AUdltOr' S DoCUillerit NU.
which by reference is made a part hereaf.
{WA,RNING; The draft cavenant must be approved 6y the Caunty Engineer's {3ffice
P~'ti(]lt to recording the.cavenant'.J
w~. - ' -
RE: Language For P3at I]edica#aon 3c Cnvenants
Froject # 5P 402
DECLARATXON C)F C(7'VENANT
Tn consideraci4n afthe apprvvai hy 5'pokane Caunty of Shork Plat 902 - 43 (heremafter referred to as the "Plat"), the undersigoeci
covenants and agre.es that:
1. Spokaue County is hereby granted the right of ingress and egress to aII priWate roads aridlar dramage easements, fvr the purpose
of inspec[ion, and emergency msaintenance of drainage swales, and any other drainage facilities, iFnot properly maintained by the
property awners, Spokane County does nat accept the respansibility to insgect and maintam the drainage easements or dramage
swales, nor does the Caunty accept any liability for failure by the prvperty nwners to properly waintain such areas.
2. The prvgerty owners within ttus Plat shall he held sesponsible for keepin$ open and maintaaning the surface path of natural or
man-made drainage flow ovar and across iheir respective properties.
3. The pmperty owners withixi this Piat shall maintain a11 water quality treatrnent swales ("20$ svales°) and drainage ditcfies sitvated
ffu their respeetiva properties, and any pveiion of a 208 swale situatei iri tha pubiic nght-of-way adjacent tv their respective
properties with a parmauant ground cvver as sgecified on the current approveci plans on file with the County Engineer's C)ffice.
`I`he proper#y owners may in.stall apprcrved shnuhbery andlor trees which do not obstruct fkse flow and percolatian of siarm
draiuage water in the 208 swale and drainage ditches, as indzcated by the current approved pians on fiIe with ths Count;r
Engineer's f3ffice.
4. The progetty owner nr hjis representative sha11 inform each succeeding purchaser o£ ail drainage easements om the prnperty and
of his responsibility far maintaining surface drainage paths and swaies wichm said easements.
5, Spokane Caunt}+ does avt accept ths aesponsability for tnaintaining the drainage cvurse mn private Iots within drainage easements
or flQOdpIain areas, arad accepts nc+ resgonsihility for any damaige whatsoauer, including, but not lsrnited tv inuem condemnat{on
to any properties due ca deficient coristruction amdlvr msintenance of drainage courses ia dtainage easements on private praperty.
fi. Wheneder the lot owners or their sue.cessors in Ln#erest fail to maintaui the drainage facilities in caaforrnance with the appmved
drainage p1an, a notice oFsuch faiiure may be given ta the lot 4wner Qr their successors nn interest hy the C+auary. If nvt corrected
witlzin the period indieated on said notice, the Counry has the rigfit to correct the maintenance failure, or tca haMe ik carrected,
at the expense of the I4t owner or tfieir successe7rs in interest.
7. Any buuTding chat as coastructed ❑a a 1ot iu tbis PZat sisa11 be set at such an eievation so as to prarride pasitave drainage away fmm
any drairaage entry point to tfie huilding {incIuding but nvt 9imited to a wiradow weli, a window uapmtectesi by a windvw we1F,
vr a dootway}. 5aid positive drainage shalZ consist of a mnnimum slope of 3% away frvm the buildmg for a distance of at least
10 faet fram the building. The lots shall bz graded scy that either a) ail ruuoff is rauteii away frvm the buiiding, and conveyed
over the lot to a natural drainage swale ar apprvvel drainage facility, flr h] drainage interr,epted ran khe 1Qt is dispcased of on the
1ot in an approved drainage faciIity. 'Ti he approved drainage facility sball be consirructeci in ac.cordance with the apprsfvea plans
❑n file at ihe Couniy Engineer's Office. Ilny rer+isions to the appmved drainage pZans must 'ke approved by tfie County Engineer's
Office prior to constructinn of sair3 revasions.
This Coaenant and agreement shall run with the land anti shall isee bindLng upon the owner, their heirs, suecessors ar assigns,
including [he abligation to parficipate ui the mintenance of the private rQad and drainage facilities, as provideci herein,
{IVDNII3iJAL OR CURPORATE ACKNOWLEI)GEl1EENT)
dec lara.prv124Mar94
FROM ANGLE DIST NORTH EAST TO
SR902 RLAT POUNDRY 5-11-94 D.H.
AUTO INVERSE
START ' 500. 00000 5@0. 00O00 1
1 INV N 0 03 30.0 E 158. 9@00 6..,8. $9992 500. 16178 2
2 INV S 89 49 56.0 E 322.9500 657.95423 823. 11039 3
3 INV S 0 05 00.0 W 158. 90@0 499. 05440 822. 879:?8 4
4 INV N 89 49 56.0 W 322.8800 499. 99988 500.00067 5
LAT & DEG 0.00012 -Q►. 00@67
5 HCLOaE N 79 51 20.0 W 0.0007 500.00000 500. 00000 1
PREC = 1 TO 1423100 Area = 51311. 19 sq ft 1.17794 ac
FROM AIVGLE DIST NORTH EAST TO
LOT SIDELINES
AUTO INVERSE
START 500.00000 500. 00000 1
1 INV N 0 03 30.0 E 158. 90@0 658. 89992 500. 16178 2
2 INV S 89 49 56.0 E 312.9500 657.98352 813. 11@44 E
6 INV S 0 05 00.0 W 138. 870@ 519. 11366 812. 90846 7
RAD I AL S 89 55 00.0 E
DELTA 90 05 04.0 RT
RAD I US 20.0000
TAN 20.0295
L-ARC 31.4454
RqD I AL S 0 10 04.0 W
RP 519.14275 792.90848 8
7 CHORD S 45 07 32.0 W 28.3051 499. 14284 792.84991 9
TANCdRT N 89 49 56.0 W
9 I NV N 89 49 56.0 W 292. 8500 500. 000.38 500.00117 10
LAT & DEP -0.00038 -0.00117
10 HCLOSE S 71 57 10.0 W 0.0012 500. @0000 500. 00000 1
PREC = 1 TO 760581 Area = 49635.90 sq ft 1.13948 ac
. ~ 1
.f
BEFaRE THE SPQKANE GDUNTY PLAIYNIN+G DEPARTMENT
E~T ER OF } ~'TNDINGS OF ~',~CT,
" SIH~~',~~ P~L„Pj„T NO . StW,O2- M } CQNCLi]SIQIYS AND
DECiSION ,
THTS MA`T"I'ER., an application fvr subdiviszon of land, frvm 7im McCvnnachie has heen
received and decided upan, pursuant tv Spokane County 5ubdiaision xegulatians, on the -
day of ranuary, 1994.
FIrTDTNGS dF FACT AND C(]NCLUSIdNS
1. `Ihe individual signing beiow has Further been prvperly delegated the respvnsibilkty for
rendering the decision by the Spakane Counry Direetvr of Planning.
2. The proposat is to divide appraximately 1.18 acres inta 4 Iots fQr ane existing single
faznily dw+elling and three new 5rngie family dwellings and thvse uses permitted in the
underlying zvne.
3. The proposal is generally lvcated ax the ncsrthwest cvrner of the intersecrion of 24th
Avenue and Pragress Rvad, in the NE 114 of Section 26, '6'ownship 25 North, Range 44
E.W.M. 5pvkane Gounty, Washingttan.
4. The exxsting zcyning of the property deseribed in the applicarian is Urban Residential-3.5
(UR-3.5), previvusly established as Agricultural (A) {file # 60-42} zoning in 1942 and
' retiesignated to tirban Residential-3,5 (L7R-3.5) ❑n .Tanuary 1, 1991 pursuant ta the
Pz'agram ta Yrnplement the Spoka.ne Cvunty Zoning Cade. Pursuant tv RCW 58.17.195
the proposal does conform ta the requarements of the existing Urban Residential-3.5 ([7R-
3.5) zane.
5_ The Spakane Gounty Camprehensive Plan designates this area as Llrban. The
develcapment and uses proposed are generally an accord with this category.
fi. Surrounding uses are primari,ly single farruly residenees on rnrxed urban size lvts and open
sgace. Terrace Yiew Park is located appraxirnately ane mile vvest of the site.
7. The required public ncatice tivas provided fvr this propasal and agencies having a patential
xnterest in the project were notified and recornmendations solicited. -
8_ No written cvrriments were received fram any adjflining prvperty otivners.
9. The Spokane Counry Arterial Road Plan identifies 24th Avenue as a Co]Iectar ArteTial with
a future right of way width of 70 feet. The existing right of tivay width is 60 feet. rn arder
to implemenk the Artezial Road Plan, the Cvunty Engineer has requested that a strip of
property 5£eet in width alvrag the 24th Avenue fc'vntage be set aside as a Future ,
Acquisifion Area.
10. The sixe is Iocated wiihin the Public Transportataan Benefit Area {PTBA}. The Spokane
Transit Authoriry (STA,) Valley 132nd Auenue Route # 22 proVides connecting services tv
the site.
11. The proposed short plat will be served by a public water and sewer system.
12. The Spvkane County Farks'IJepartment has cammented vn the groposed short plat. Tfie
Parks Department Iaas requested avvluntary agreement be completed betvveen the Farks
Departrnent and the property vwner to mitigate impacts ta the Caunry Park system.
County 1ega1 cvunsel has indicated such agreements rnay be requrY-ed. The Spokane
County Planning Dega=ent recommends the propertyr owner negvdate with the Spokane
Caunty Parics Department to provide for apprvpriate capital faci€ities as required by the
Revised Code Qt''Washington (FtCW) 58.17. 110. Approval of this shart pPat sha►ld
incFude candidvns requi,ring that proVisions for apprmpriate facilifies be an place priar tv
recording this final plat in the fvrm of a written agreement between the awner and the
Spokane Cvunty Pasks Department
13. The CentraI Valley School Bistrict No. 356 has cornmented vn the proposed Short Plat.
Tfie Disirict has indicated that existing school facilities are inadequate tv serve the
FFNDINGS AN]7 DECISION SP-902-93 Aage 2
proposed shart plat and wishes t9 negotiate with the owner to provide adequate capital
facilities as requireci by the Reviseti Code of Washiragton (HCW) 58.17.110. Review by
Gounry 1egal counsel indicates the condition requested by the School Disttict can be
required for deveZaprnents. AppravaP af this short plat should include condieions requiring
that provisians far apprvpriate facilities be in place prinr ta recarding the final short plat in
the form af a written agreement between the owner and the schoal district.
14. The propvsed sharr plat has direct access to public right of way ac Prvgress Rvad and 24th
Avenue. Sidewalks are required alcrng 24th Auenue. Na sidewaIks are required along -
Frogress Road by the County Engineer.
15. Recognizing the recommended conditions and Spokane Cvunty developrnent standards,
the praposed shon subdivision maices appropnate pravisivns fvr the public health, safety
and general welfare and that the public use and interest will be served by platting rhe
subdivision.
Tkze subdivision praposal is generally cansistent with RCW 58.17 and the Counry
subdivision regularians, pramoting the puhlic health, safety and general weifaxe in ,
accordance with standards es[ablished by the state and Spokane County. The Planning
Departnent has considered the provision of adequate pulalic facilities as cited in RCW
58.17.110 (2). More specifically:
a. open spaces
b. cirainage ways
c. puhlic andlvr private rights-of-way
d. traasxt
c. pvtable water
f. sanitary waste disposal
g. parks and recreation faciti~€es
h. playgraunds
i. schQals and schoalgraunds
j, sidewalks
16. The prryjeet is exernpC fram enVironmental review under the State EnrrironrnentaP PoliCy
Act pursuant to WAC 197-I1-840 (6) (a).
I)ECISI[}N
Based upon the above noted Findings of Fac onclusions, 5hort Plat Applicatian SP-
902-93 is hexeby AF'PFtOVED un ~.~~=~y~~X~9 ubject to candations noted .01 }elow. Most of the cvndizivns vf apgroaI~i~al~t84compLished by the applicant and/vr
sponsar prior to finalization of the short subdivision. This decrsivn is final unless
appealed in wriring, cansistent with adopted appeal procedures.
CflUNTY PLANNrNG DEPAIiTMEN'T CONDTTTf)NS
I. A,li candirions amposed by the Flanning Deparpnent shaIl be banding an the "Applicant",
which term shall include the owner ar awners vf the prvperty, heirs, assigns and
St1CGe550r3.
2. The proposal shall comply with the I]rban Residential-3.5 (L7R-3.5) zone as amended,
3. The fmal pTat shall be designed substantially in confarrnance with the preliminary plat of
record. Na increase of density or number rf lars shall occur withaut a change of condition
appiication submittal and appraval.
4. The Planning Director,ldesignee shall review any proposed final plat to ensuze compliance
with these Finding5 and Canditivns of Appraval.
5. The la ina~ry Iat is given conditia,~al approVal for three (3) yea~-s, s~cifically to
,-''The applicant rnay request an extension of time by submitting a tivritten
A reguest approximately forty-f'ive (45) days prior to the abave expirativn date.
6. Three (3) current certificates of ride shall be furnished to the Pianning ]7egartment prior
to filing the final plat.
n ~
FTNDTNGS AND DECTSIDN 5k'-902-93 Page 3
7. Apprapriate utiliry easernents shall be indicated on copies of the propvsed final ptat. .
Written approval of utihty easements by apprapriate utility cvmpanies shall be received
with the submittal of the final glat,
8. Appropriate rvad name(s) shall be indicated.
9. T~e final plat map shall in~iicate by a c1e~ur, dashed line the ~uired yard set'~acks frorn a.l1
p, ~aate, ,~Tract X" nr puhlic roads. The dedication shall contain th~e f~rLiow~g staternent:
' Side yard and rear yard setbacks shall be detea7nined at the time building pen-nits aaree
z~ested ur~less tY~ese setbacks are sgecifically drafter,ii vn this final plat. `~'hie sethack5
andicated on this plat may be varied from if proper zoning appmvals are vbtained."
' 1 Q. te Spvicane County Planning Degartment shall prepare and record with the Caunty
Auditerr a Title Nvtice specifying a future land acquisitirrn area for road right-af way and
utilities. The reserved future acquisidQn area Txtle NQtice shall be released, in fupf vr in
gart, hy the Planning Depar-tmerat. The norice should he recorded within the same tnme
firame as an appeal and sha11 provide the follvwing:
a. At iea5t 5 feet of reserred future acquisitian area for roacf right-of-vvay and uriLities, in
addition trr the existing andlor newiy dedicated right-of-way a1vng 24th Avenue.
b. Future building and other sethacks required by the 5pokane County Zoning Cvde
shall be rneasured from the reserred futu.re acqui5ition area.
c. N'v required landscaping, parkrng, '208' aareas, dsairafield or a1Towed signs shvuld be
located within the future acquisitian area £vr road r-zght-of way and utilities. If any of
the aExswe improvements are rnacie urithin this area, they shall be relocated at the
applicant's expense when roadway improvements are made.
d. The future acquisitivn area, until acquired, sha11 6e private property and anay be used
as allowed in the zone, except thag any improvernents (such as 1andscaping, pau'king,
surface drainage, drainfield, signs ar athers) staall be cansidered interim uses.
e. The prvperty awner shall be responsibIe for relc7cating such "rnterim" impmvemen[s
at the time Spokane Counry makes rvadway improuements after acquinng said future
acqui5ition aa-ea.
11. No water pian is required, and a simple tap is needed at the time of building perrnit release.
12. The awner shall negotiate with Central Valley Schoo1 I7istnct and submit a recQrded copY
of a VoPuntary agreement making provisions for publlc schvols pnor to finalizatian and
recvrding of the plat. The agreement shaTl provide a written description of the subject
praperty to which the agreement applies and also state the dvllar amount and any vther
agreed tv madgating measures.
'Ihe owner shall alsp notify any potential purchasers who have made an agreement to ,
purchase praperty within said p1at pursuant to the i`tevised Code of Washington (RGW)
58.17.205, rhat adequate provisians fvr sChoal facilities must be rnade cQnditioneci an a
future agreernent between the glattar and schoat district.
Volun[ary agreements between the awner and schvol district sha.ll conforrn tv the
requirements of RCW Chapter 82.472. _
13. The owner shall negotiate with the Caunry Parks Departrnenc and subrrait a recorded cvPy
of a voluntary agreement making prvwisions for public parks privr to fin~zadvn and
zecarding of'the p1at. The agreernent shall pravide a written descripdvn of the subject
PropenS' to which the agreernent appifes and also state the dollar amount aryd any other
agreeri to midgafing measures.
°The awner sha1L also nvtify any patenrial purchasers who have rnade an agreement to
purchase property within said plat pursuant to the Revised Code of Washington (RCW)
58.17.205, thac adeyuate prvvisitans for park facilities must be made cvnditioned ora a
future agreement between the pIattQr and Spvkane Gounty Parks Department. .
Voluntary agreements between the owner and ~~okane Coun[y Parks Department shaF1
cvnform to the rec}uirernents ❑f RCW Chapcer $2.02.
14. A survey is required prior to the filing of afinaF plat.
a
FINQTNGS AND DECTSIUN SP-902-93 Page 4
C()UN'!'Y DIVISION OF ENGINEERING AN~ ROADS CUNDTTT()NS
I. Ttte c.crndidvnal apprvvaP of the plat is given by [he Cvunty Engineer subject to dedication
of right-vf-way and app~oval of the road system as indicated in the prelimimary plat of
recard. %
2. Ihainage plans and design calculatians shvwing the align~nent of drainage facilities sf~all
be submided tv the County Engineer fnr approval prior to constnuction aGndlor the filing of
thl'final ppat- Drainage plans tv be prepared under the direction of alicenseci Professianal
Civi,l Engi neer.
3. Nv con5muetivn wcrrk is tv be pez-Foz-med within the exisring ar pmposed public right-of-
way until a permit has been issued by the County Engineer. All work is subject to
inspecticrn and apprvval by the County Engineer.
4. Tndividual driveway access permits are required prior to issuance of a bvaIding permit for
c3rivewa}+ apprvaches to the caunty road system.
5. ~-'~iCarion of 10 feet of additaona.l right-of-way alvng Progress Road is required.
Existing county roads providing direct access tv the p3at shall he paVed andlar curbed to
Spokane Cvunty standards. 7. Sidewalks atre required along the arterial(s) an 24sh Avenue.
ne word "°aPplicant" shall include tht owner ar vwners of the property, his heirs, assigns
and successors.
9. Tfl cvnstruct the road improraeanents stated herein, the applicant rnay, with the appraval of
the Counry Engineer, jvin in and be a willing parficipant xn any pedrion ar resfliutian
which purpase is the fvrrr3ation of a Raad Tmprvvemen[ District (R:ID) for said
irnpravements, pursuant tv RCVV 36.88, as amended. At such rime as an RID is created
or any Road Improvement Praject is sanctivned by Spakane County, the imprmvements
'required (curb, sidewalk, drainage contraY and paving tv existing pauement) will be at the
sole expense of the undersigned owner(s), their heirs, grantees and assigns. This
provisian is appl'reable to 24th Avenue and Prvgress Road.
10. As an altemarive mechod of cvnsu-ucting the road improvements stated herein, the
applicant may, with the approvat of the Gounty F-ngineer, accornplish the mad
isnproVernents stated herein by joinf ng and participating in a Cvunty Raad Fraject (CRP)
tes the extent of the required road improvements. At such tirrse as an R1D is created ar any
Raad ImproveTnent PrvjeGt is sanctionerl by Spokane {County, the impr6veinents required
(curb, sidewalk, drainage contevl and paving to eacisting pavement) wi11 be at the sale
expense ❑f [he undeTsagned owner(s), their heirs, grantees and assigns. This prvvisioza xs
applicable to 24th A►renue and Parogress R❑ad.
11.The follawing statement shall be plaeed in the p1at dedicadon:
,"Fhe awner(s) Qr successvr(s) in interest agree tv autrsorize the Counry to place their
narrte(s) on apedtion £or the fvrmatian of aRoad Inprvvernerat Distzict (RID) by the
pefition method pursuant ta Chapter 36 88 RCW, which petition includes the owner(s),
praperty, and fuzthex nat tv object, by the signirsg of a ballot, to the farmation of a.n RIifJ
by the resolutian methcd pursuant ta Chapter 36.$$ RCW, which resolution includes the
owner(s)' property. If an RID is for-med by either the petitian ar resalutivn anethod as
pro►rided for in Cha,pter 36.8$ RCW, Che Qwner(s) pF SuCCeSSDr(5) fui't11er ag=:
(a) that the imprauement(s) or constructian contemplated within the pmposed FIlD is
feasibPe;
(b) chat the benefits to be derived frvm the formatian of the RIID by the property included
therein, tcagether with the amaunt of any Cvunry participadon, exceed Che cvst and
expense of fvrmation of the RID; and
(c) that the property within the propased RlD is sufficiendy developed.
e
Provide~d further that the ~r~wr~er(s) or successar(s) shall retain the right, as authorized
~ under RCW 36.88.090, tcr object ta any assessrnent(s) on the praperty as a result v£
the improvements Galled far in cvnjunccron with the fvrmativn of an RDD by either
PW~.7INGS AND L]ECISTQN 5P-902,93 Page 5
petitzon or resolutian methad under Chapter 36.88 RCW, and to appeal to the .
Sru rior Caurt the decisian of the Board of C[~unty Cornmissioners affu-rning the
f as5essment rcrll.
Tt ~is funher agreed that at such ~ime as an RID is created ar any Ftoad Tmprover~ent
ject is sanctioned by 5pokane Cvunty, the improvements req►aued (curb,
si4 ewalJc, erainage control and paving) ryikl he at the sole expense of the nndersigned
o~ ner(s), their heirs, ~'antees and assigns wirhvut par~cipatian by Spolcane Caunty.
Tne FBD waiver contaaned in this agreernent shall expire after ten (ld) yem fmrn the
da~e o~' execution betovv. Hawever, the awa~er(s) ar successor(s) agree that if said
R']D waiVer expires ruithout consm.tctavn of the reguiz-eci impror+ements, the owner(s)
orosuccessar(s) agree to consmuct the required improvements at thelr vwn expense, .
pa~y to Spakane Cvunty the then estirnated cost af the requrred improaements to
e~`able the County to cvmplete the same, or ~`urnFSh abond c~r otI~er secure methrx3
rr
su table to the County (which rr~ay include t'~e exec~atic~n of anather ~L]] waiVer
a. eernerat) providing fcrr car securing to the County the actual evnstrs.iction of the
1 i ' "prDaemenEs.
_Ll of the requirements of this agreernent sha11 run warh the land and shall be binding
upon the awrner(s), their s►acCessor(s) or assign(s)." This proVision is apFlicable to
24th Avenue and Pragress Road.
12. The County Engineer has designated 'Y'ypical RQadway Sectivn Number Twa, Collector
Arterial Standard far the irnprvvement of 24th Areenue, which is adjacent to the proposeci
develapment. T'his vvill require the addarivn of approximately varying amounts of asphalt
along the fi-ontage af the develapmenr. The canstnaCtion of curbing and sidewalk is atso
required. '
13. 'I'he County Engineer has designateti `I'ypical Raadway Secrion Num'her Two, L,ocal
Access Standaxd for the improvement of Frogress Rvad, which is adjacent to the propczseri
develvpment. This will requi,re the additicrn vf approxiznately 8-10 feet vf aspharlt atong
the frvntage o£ the developrnent. The cvnsrrucrion of curbing is aTsa required.
14. The prapose.ti plat shall be impraved to the standards set forth in SpaTcane County Board
rf Cammissivners Resalution Nv. $0-1592, as amended, which resolution establishes
regulations fvr raads, approaches, drainage and fees in new cvnstzuction.
15. Ttse County Engineer has examined this develvpment pzoposal a.nd has deterrnineci that the
impact of this propvsal upon the existing cvunry raad system warrants the deciication of
additianal right-of-way and the rvadway improvements herein sgecifed.
~~The appPicant shali dedicate the appticahle radius on 24th Avenue and Pragress Roa.d.
17. T'he Counry Arterial Rvai Plan ideratifies 24th Avenue as a Collector ArtenaJ. The existing
right-of-way widrh af 60 feet is not cvnsistent with chat specifed in the Plan. In order to
Amplement the Arterial.R4ad`Plan, in addation to the required right-vf-va+ay dedication, a
. sbrap of propetr"Wit-t6n, swidth alvng the 24th Avenrae frontage shall be set aside in
reserve. T'his prop~ ry may be acquired by Spakane Cvunty at the time when ~terial
impzovements are rrrade to 24th Avenue.
l$, There may exist utilities, either undergrvunti vr aWerhead, affecting the subject praperry,
includ'ang property to he dedicated or set aside fvr future acquisition. SpQkane County
assumes no financial abligatian for adj ustments or relocation regarding these utilities.
Applicant{s} should check with the applicable utility purVeyor and rhe 5pokane County
Engineer to deternvne whether applicant{s} or the utiliry is responsible far adjustment or
relocativn casts and to make arrrangements for any necessary work.
C[7UlVTY HEA1,TH DISTRIC'I" CON'DITIONS
1. Tle fznal plat shall be designed as indicated on the prelirrinary plat of recorti andlor any
attached sheets as nated.
2. Appropriate atility easements sha41 be indicated on copies taf the prelxcninary plat af record
for distribution by the Planning Department to the utility cQmparsies, Spokane Gounty
engineer and the Spokane Caunty HeaPth District. Written appraval af the easements hy
the utility cvmipanies must be recerved prior to the suhmittal of the final plat.
i
4
FINDINGS AND DECISIQN SP-902-93 Page 6
3. Sewage disposaI methnd shall be as authorizecd by the DirecCVr of U$Iities, Spokane _
County.
4. Water service shall be coardinated thrvugh the Diz-ector vf LTrilities, Spokane County,
5. Water service shall be by an existing public water suppPy when appraved by t.he Regional
Engineer (Spvkane), State Depamnent of Health.
fi. Yriox TD faling the final p1aC, the spvnsor shall demonstiate to the satisfactian vf xhe
Spvkane County Health District that an adequate and patable water supply is available to
each tract of the plat.
7, Ptior, tto €'iling the fnal plat, the spvnsvr shatl present evidence that the plat lies within the
recorded service area of the water system proposed to serve the plat.
8. A pubZic sewer system wi1F be made avaiPable fvr the plat and indiwidual service will be
• prvvided to each tract prior to sale. LFse of zndividual on-site sewage disgosal systems
shall not be-authon2ed.
9. Peo*Oopbuse m~e'nt shall 6e ptaceti in the dedreativn to the effect thaa: "A public sewer system will
e a~railable fQr the glat and indrvrdual servsce will he pravzded ta each oract prior tv
vf individual ondsite sewage dispvsai systerns shall not be authoriaead."
10. Jhe d~catory language ~rn the plat shatl state: "Use c~f pri~+ate wells and water systerr~s is
prohihi,;~ed.
11 The pl~t dedicatiQn shall contain a statement to the effect t1~at: "'~'~e public water systerr~,
pursuant to the Water Plan approVed by cvunty and state health authorities, the 1oca1 fixe
prot-ection district, Caunty i7iuisivn v£ Buildings and water purveyvr, shaf,I }x installed
vsri tM
n this plat, and the applicant sh a11 provide for individual dvmestic vvater service as
well 'as fiPe protection to each tract p~or to sale of each tract and prior to issuance of a
bfflciing permit for each tract."
CQi]lN'I'Y DTVISION f3F CJTTLITTES CONDITIONS
I . Any water service for this project shall be prvvided in accardance with the Coordinated
VV'ater System Pian for Spvkane County, as amended.
2. Applicant sha11 make connection to public sewer system. Sewer cvnnection perrnit is
required. Pla.ns and specifications are to be reuiewed and appraved by tne IJtilities
Departrnent.
C(]UNTY DIVISI(3lV OF SUII.JI]xNGS C4NDxTxON"
1. T'he appticant shall contact rhe Diuision of Buildings at the earIiest pvssible stage in arder
to be informed vf code re.quirernents adxrainistered{enfvrced as authorized by the State
Building Cade Act. Z]csignldevelopment concems include: ABI3RE5SZNG, FZAE
APPARATUS ACCESS RC7AD5; FIRE HYDRANT/FLOW; APFROVED WA'TER
SYSTEMS; BUILDING ACCESSXBTZIT1'; CQNSTRUC"IION TYPE; QCCL.TPANCY
CLASSIFICA'IIGN; EXITINGg EXTERIOR WALL FkC)TECTIC]N; AND ENERCiY
CdT3E REGULATIQNS. (Note: The Divisiqn of $uildings reserves the right to confiran
the actual address at the time of building permit.)
Approyed the 14~~ day of Tanuary , 1994.
H N P ID~RS0N
Olenior Planner
Far: John Todd, Planner I
hNDINGS AND DECISI[]N SF-902-93 Page 7
Under 5tate Law and County Ordinance, yvu have the right ta appeal this decisivn tv the .
Spokane County Hearing Examiner Committee. Upon receipt of an appeal, a public hearing
wwill be scheduled. If you desire to file such an appeal, yau must submit a letter along with the
appropriate appeal fee, payable tv the Spakane Caunty Treasurer, within ten (10) calendar days
from the dace this deeisian is signed.
T#' you have any questions, please call the Planning Department at 456-2205.
pc: County T7ivisian vf Engineering and Roads
County Divisian af LTtilities
Caunty Health Distri.ct
County Division vf Buildings
Gaunty Divisivn of Parks, Recreation and Fair
Central Valley SchaoI Dispriet
Fire District #1
3im McCflnnachie, 12929 E. Sprague, 5pvkane WA 99216
Elmer Utecht, 2705 S. Prvgress, Spokane WA 99037
Richard Main, 7721 N. Whitehause, Spokane WA 99208
DFFICE C]F THE SPOIiP,NE CdUN'I'Y ENGINEER
1026 W Broadway Ave, Spokane, WA 99250-0170 (509)456-3600 Fax 324-3478
-ST30RT PLAT REQUIREMENTS-
Tt7: Spokane County Planning Department, Plats Administrator
FRDM. Division of Enqinesring & Raads ~~VC-w
DATE : NovQmber 22r 1993
sUsaEcT: sP # 902 1 MccaxNACHiE.JYM
The fallowing nConditiomms of Appraval" for the abvve refereaced subdivissian
are strbmitted ta the Spokane County Plaaning Department fDr inclusian in the
"Findings aad order" slaauld the short p1at be aPProwed.
E 1 That conditi4na1 apgroval of the pZat by the Caunty Engineer is given
subject ta dedicativn of Right-of°Way and approval of the road system as
indiCated in the prel imiraary plat of record.
E 3 That drairnage plans and desiqn caTculations sho►aing the alignment of
drainage facilities he submitted tra the Caunty Engineer forr appraval
prior to canstruction and/ar the filing of the final plat. Drainage
plans to Jae pregared under the direction of a licensed Professicanal
CiwiZ Engineer.
E f Nv canstruction wark is tv be perfarmed within the existing or propased
PubTic Right-of-way until a permit has been a,ssued by the Cvunty
Engineer. A1l work is subject to inspection and approval ?ay the County
Enqineer.
E12 The applicant shDUld be advised that individual driveway access permits
are required privr to issuanee of a building perxnit for driveway
appraaches ta the Cournty raad system.
E13 Dedicatian of 10 feet of additional Right-of-way along Prvasess Raad.
Els Existing County roads providing direct access to the plat sha1T be paved
and/or curbed to 5pakane Cvunty standards.
ElS That siclewalks are required al.ang tlae arterial (s) on 24th Avenue.
E19 The word "applicant" shalZ incZude the awner (s) of the property, hisJher
heirs, assigns and successcrrs.
E20 To construct the road imprQVements stated herein, the applicant rnay,
with the approval of the Caunty Engineer, join iri and be a willing
participant in any petitian ❑r resvlutian which purposes is the
farmatian of a Raad Improvement District (RIa) for said improvements
pursuant tp RCW 36.88, as amended. At such time as an RID is created ar
any Road Impravement Frvject is sanctioned by Spvkane County, the
improveanents required (c►arb, sidewalk, drainage ~ontrol and paving ta
existing pavement) will be at the sole expense of the undexsigned owner,
their hEigSr grar►tees and assigns. This prvvision is applicable t4 24th
Aventils s1nd Proc7ress Road.
E21 •As an alternative methQd of constructinq the road improvement stated
herein, the applicant may, with the appraval of the Cvunty Engineer,
accomplish the road improvements sta'ted herein by joinYng and
participating in a County Raad Project (CRP) tv the extent of the
required road impravement. At such time as an RID is created or any
Raad Improvement Prvaect is sanctioned by Spcakane County, the
improvements required (curb, sidewalk, drainage contral and paving ta
existing pavement) will lae at the sale expense of the undersigned owner,
their heirs, grantees and a551gI7S. This provisian is applicable to 24tb
Aveaue asd Proaress RoaB.
E22 That the follawing statement shaZl appear within the dedicatory language
❑f the final plat:
The owner{s} or successor(s) in interest agree ta authorize Spakane
.
SHORT PLAT : # 9 0 2 1 MCGC3NNAGHI E. JIM 2
County to place their name(s) ❑n a petition for the fvrmation of a
Raad Imprvvement District (RID) by the petition methvd pursuant ta
Chapter 36.88 RCW, which petitian includes the owner(s) property, and
further not to object, by the signing of a ballot, the formatian of
aRID by the resolution method pursuant to Chapter 36.88 RCW, which
resolut ion includes the acaner (s) property. It a RID i s f ormed hy
either the petitian ar resolutian method, as provided for in Ghapter
36.88 RGW, the awner ( s) or successvr ( s) further agree :(1) that the
improvements or cvnstruction cor►templated within the proposed RII] is
feasihle, (2) That the benefits t❑ be derived from the forrnation of
the RID by tkre grvperty incZuded therein, tvgether with the amaunt
of arty C'ounty participatian, exceeds the cost and expense of farmatifln
of the RIb, an,d (3) that the property within the proposed RII) is
sufficiently develvped. Provided, further, the awner(s) or
successor(s) shall retain the right, as autharized under RCW
35.88.090, tv ohject t❑ any assessment{s} on the praperty as a result
of the imgravements called for in conjunctian with the formation of
aRIQ by either petitivn ar resalution methad under Chapter 36.88 RcW,
and to appeal to the Superior Cvurt the decision of the Braard of
. County Comrnfssioners affirmirng the final assessment ro11. It is
further agreed that at such time as an RII? is created or any Ptgad
Irnprcrvement prnject is sanctioned by 5pokane Gaunty, the improvements
required (curb, sidewalk, drainage contraY and paving) raiZl ae at the
srrle expense of the und,ersigned owner, their heirs, grantees and
assigns without participatian by Spakane Caunty.
The RIO waiver cvntained in thas agreement shall expire after ten
(10) years fram the date of executian below. Hvwever, , the awner (s )
or successor(s) agree that if said RID waiver expires w$thaut
constructian of the required imprvvements, the owrner(s) ❑r
successor(s) agree to canstruct the required imprvvements at their own
expense; pay to Spflkane Caunty the then estimated cost o€ the required
improvements to enaaZe the caunty to camplete the same; or furnish a
bond or other secure methad suitahle ta the County (which may include
the executian of anvther RID waiver agreement), providing far or
securing ta the County the actual cvnstructian of the improvements.
A11 of the requirements of this agreement shall run withr the land and
shal l be binding upon the owner ( s their successor ( s ) ❑r assign ( s
This provisian is applicable ta 24th Avenue and Proaress Ttaad.
E24 The Caunty Engineer has designated Typical Roadway Sectian Ntumber Two,
Collector Arterial Standard far the impravement of 24th Avenue wY►ich is
adjacent tcr the proposed development. This wiZl require the additian of
approximately varvina amounts of asphalt alonq the frontage of ttre
development. The construction ❑f curbing amd siaewaZk is also required.
E24 The Caunty Engineer has desigrrated Typical Raadway 5ectian Number Twati
Local Access 5tandard for the impravement of Praaress Road which is
adj acent to the prapased aevelapment. This wi 11 require the addition of
approacimately 8-10 feet of asphalt along the frantage of the
devel❑pment. The construction of curaing is also required.
E32 The propased plat shall be improved to the standards set forth in
Spokane County B❑ard of Comrnissianers ]Resolution No. 80-1592, as
amended, which establishes regulations for raads, apgraaches, drairtage
and fees in new construction.
E33 The County Engineer has examined this deVelopment proposal and has
determined that the impact of this propr,sal upon the existing cvunty
Road Systern warrants the dedication of additional Right of Way and the
roadway impravements herein specified.
E38 Applicant shall dedicate the aDD1icable radius on 24th Avenue and
Frocrress Road,
E61 The Cvunty Arterial Road glan identifies 24th Avenue as aCallector
Arterial. The existing right of way width of 60 feet is not cvnsistent
with that specified in The P1an. In erder ta implement the Arteriai
SHaRT FLAT: # 902 I MCCONNP,CHIE. JIM 3
Road Plan it is recammended ttnat a strip af property 5 fset in width
alanq the 24th Avenue frontage be set aside in reserve. This prQperty
may be acquired by spokane eounty at the time when ArteriaZ Improvements
are made to 24th Avenue.
E90 The applicant shoUld be advised that there may exist utilities either
underground ar overhead affecting the apglicants prvperty, including
praperty t❑ be dedicated or set aside for future acquisitirn. Spokane
Gounty will ass►ame no financial ohligation for adjustments or relocatiorn
regarding these utilities. The applicant should claeck with the
applicable utiiities and Spakane Caunty Engineer to determine whether
the applicant or utility is responsihle for adjustment or relocation
costs and to make arrangements fDr any necessary wnrk.
ieeeeeeeeeeeeee~ee~eeeeeeeeeeeeee~Rep~xt ~iewerueeeeeeeeeee~~~~e~~~e~e~eeeee~ee;
°FAGE 1 16:46:01 15 NOV 1993 °
°Road# Road Names.......... MPost. Reference Descriptia Raad Log Infa........,.
003810 PROGRESS GT 00.000 BMP ❑F kOAD U 19 PAVED 4010
° ❑0.240 EMF ❑F RDAD U 19 PAVED 40
003787 PROGRESS Ra 60.000 BMP of rvad U 19 GRAVEL 140
° 00.250 36TH AV U 19 GRAUEL 30
° 00.500 32ND AV U 19 LIGHT BITUM. 20°
° 00.880 26TH AVE U 19 LIGHT BITUM. 20
° 00.940 25TH AV U 19 LTGHT BITUM. 200
° 01.000 24TH AV U 19 LIGHT BITUM. 20
° 01.160 22ND AVE U19 LIGHT BITUM. 200
° 01.220 215T AVE U 19 LIGHT HI'I°UM. 30
° 01,340 20TH P,VE U 19 LIGHT BITUM. 220
° 01.690 13TH AV [T 19 LIGHT BITUM. 22
° 01.760 12TH AV U 19 LIGHT BITUM. 220
° 01.820 11TH AV U 19 LIGHT BITUM. 22
° 02.010 8TH AV U 19 LIGHT BITUM. 220
° 02. 25D 4TH AV CT 19 LIGHT BITUM. 22
° 02.350 2ND PiV LT 19 LIGI-HT BITUM. 220
° 02.440 1ST AV L] 19 LIGHT BITUM. 22
~e~eeeeeeeeeeeeeeeeeeeeeeeeeee~~eeeeeeeeeeee~eeeee~~~eeeeeeeeeeeeeeeeeeeeee~eeef
°List ° °Use ❑irection Keys tv View Report (Press [F1] for helg)
°
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i~eeeeeeeeeeeee~~e~eeeeeeees~eeee~Rep~rt V~ewer~eeeeeeee~e~eeeeee~~eeeeeeee~~ee
°PAGE 2 16:45:39 15 NnV 1993 0
°Road# Road Names.....,.... MPost. Reference aescriptio Raad Lvg Info
° 00.160 MCCABE RD U 17 PAVED 50"
° 00.220 SALTESE &BLAKE FRON U 17 PAVED 50
° 00.230 BLAKE RD U 17 PAVED 500
° 00.480 EVERGREEN RD U 17 PAVED 20
° 00.600 BANNEN RD U 17 PAVED 320
° 00.730 BEST RD U 17 PAVED 20
° 00.840 CALVIN RD U 17 PAVED 200
° 00.980 AdAMS RD U 17 PAVED 32
° 01.230 PROGRESS RQ U 17 LIGHT SITL]M. 240
° 01.480 SULLIVAN RD U17 LIGHT BITUM, 20
° 01.650 TIMBERLANE DR U 19 PAVED 400
° 01.710 TIMBERLANE CUL-DE-SA U 19 PAVED 40
° 01.800 SONORA dR U 19 PAVED 400
°06196 24TH AVE 00,000 gMp ❑f rvad U 19 GRAVEL 30
006265 24TH CT 00.000 BMP af road U 19 PAVED 360
0
16 RBCordS PrOCeSSed a
0
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~ .
I ~
I 1
~ T' C~ 1+ f\ N ~ „ ~ C~ LJ N "1" Y
F'L.ARI1VIh]~G L7EPAR7tvtENT WfyI.L1S D. 1-IU13BARD. L7fRGC7'C7R
MEMORANDUM
TC3. DiWision of Engineering and Raads
D1V151UI1 of UCIlIfie5
D1V1S1Qld of BLT1ld1figS
Spakane County Mealth 1]istr'sct
Spokane County Parks Department
Spokane CQUnty Fue Disurict # I
Vera Irrigatian DistricC -
Centa-al Va11ey School District ~
OM: Jvhr~ Tadd, Plar~ner 1 ~
~
DATE: NoVemher 12, 1993 _
SUB.TECT: Preliminary Short Plat ST'-902-93
Attached is a cvpy of the agpiicativn and prvpvsed ,preliminary Short Plat map submitted 6y
Jim McCvnnachie for the subdivision of approxinnatePy 1.18 acres into 4 Ivts fvr ane
existing single family dwelling and three new single family dwellings and those uses
alivvve.d in the underlying zone.
Please review this prvposal and return yaur comments and recammendatians by Novernber
~ 30, 1993. If you have any questions regarding this fiZe, you may contact nne at 456-2205.
Please dureet any written respvnse to afDH1V TUDT7.
Thank yvu fve your prvmpt afitention.
. .
TA .
Enclvstares
c: ]im McConnachie, 12929 E. Sprague, Spokane WA 99216
Elmer Utecht, 2705 S. Prvgress, Spokane WA 99037
Richard Nlain, 7721 N. V►+'hitehause, Spakane WA 99208
WEST 1026 BROADWAYAVENUE ' SPGKANt?, 1NAS111NGTf?N 992G[]-U240 ' (549} 45G-2z05
RECETPT SurMp,RY
TRANSACTIQN Ni]MSER: T9301$21 I?ATE: 09/29J93
AFPTfIGANT: ELMEk R UTECHT PHQNE= 509 926 7567
ADDRESS: 2705 S PFiOGRESS
VERDA_LE WA 99037
CONTACT NAME;ELMER R UTECHT PHC?NE= 509 926 7567
~
TR.A1VSACTIQN : PRELIMINARY SHDRT PLAT
L14CUMENT I I? : 1) 2) ' 3)
4} 5} 6)
FEE & PAYMENT SUMMARY
ITEM DESCRIPTIflN QUA.NTITY FEE AMOUNT
FkELIMINARY PLA'I'S 5HC?RT Y 100.430
'I"OTAL L?TI E= 100.00
'I'C]TAL FAI I}= 100.00
BALANCE OWIhIG- .00
PAYMENT L7ATE RECETP'I'# CHECK# E'A7CMENT ANiOUNT
09129/93 00010465 1656 100.00
PROCESSED Bx : WEiVDEL, GLc]RIA
PRINTED BY: WENDEL, GLrJRIA
~r**~**x~~~~~~****~*****~ar~arar*~~r~ TI-IANK YOT] *~***~r~***~**~r~r*r**~*~~**,~**,~***~~*~r
~
ti f
OFFICE OF TxE Cvur~~ ENcINEER
SP'UKANE CUUNTY, WASHINGTUN
TC): Jeff Fvrrey, I3epartiment af Buildings
FROM: Bill Hemmings
DA'TE: August 9, 1994
SUBJEC'T: B.G.C. resvlutiou # 91-0882 Implementatson
Attached are the individual lot p1ans far each lot containing a swale in SHURT PLAT SP-902-93,
plat# SP 902. Flease ,give tbe appropriate lot pTan tv the individual applying far abuilding permit on
the lot so they can draw their house and apprvach ta scale vn the lat. We wi11 need this plan, and
the carrespondiag $1000.00 cash surety, in the form of cash, letter of credit, ❑r savings assignmeat,
befnre we can issue t,he approacb permit. Also aitached are the letter vf credxt and sa►rings
assignment fvnms.
If yau desire, we can meet ta fur#ber discuss this new process.
k~~assign.2[}8
~ ' IBAGREE1►YL` NY R
In cansideratjon of the issuance of a building pennit far Lat Block .
SHo~~ PLAr SP-902-93 (plat) piat # s~ 902
(Develaper)
has deposited $1,000.04 with apokane Crsunty as security for fuH and faithful perfarmance by
Qevelaper respeeting cextain drainage faciTities and sod in accardaace with the drawings and
specificatians as submitted tv and appraved by the Spokane County Engineers Office on
(date) 199 .
Develvper bereby agrees tha# should such drainage facilities and sad nat be constructed in
accardance with the appraved drawings rvithin six months of occupancy, apoka,ne Cvunty may then
use the security to 6ring these facilities and sod infio confvrrnance therewith. Developer shall he
respvn'sible fvr any cvsts incurred by the Gounty in excess of the amnunt of seGUrity.
Spokane Cvunty agrees ta return tv Develaper any unused funds upon satisfactvey campletian of
these facilities and sod.
NNME & ADI7RES5 TO BE RETURNED TCJ:
(Ueveloper Signaturre)
DA"IE
k~1~Iassign.20$
TtSA1ViPLE LETTER OF CREI3IT"
" (IJSE SANK LE'1TERHEAD) „ (BANK NAME
ADI7RESS ZIP CQDE
PHC]NL # AND GTHE17 INFC3RMATION)
IRRESIOCABLE LETTER C]F CREDIZ'
AMOUNT: $ 1.000.00 Nt3.
BENEFZCIARY:
SPCIKA,NE COUNTY ENGINFERS
1026 W BROAD'WAY
sPOKarrE, 99260-0170
svvB..rEr.l°: z,oT Br.ocu_ sHORT rIAT sP-902-93 (Piac)
PLAT# SP 902. (Devepvpment)
Caentlemen:
We hereby authnrize oua irrevacable Letter of Credit in your faVOr, and autharize y4u to draw on the
(bank),
a draft up t4 one thousand (Doffars) ($1,000.00), for the account of
(developer).
The draft, drawa under lhis I.,etter of Credit, covers the assurance of campletion of insCalIation of storm drainage,
drainage svrales, svd and atber work as is incidentai and related thereto in acoordance with ehe drawings and
specifications as subrnitted tv and appraved by the Spakaue Gounty Engineer's OfFice an (date),
and is co be acccrmganied by tFie follovain~ documen4s: wtetten reqaest ay Spakane County Eagineer's Offir.e to
(bank),
at the above addres.s indieating nDn-completioa of alI car any of the above itnpravemenis and that amount of maney
required to r,omplete such improvements.
We hereby agrcc with the clsawer, endorser and booa fide halcler of this draft, negvtrated under and in compliance
with the terms of this credit, that said draft shall be duly honored upon presentation at the
(bank),
at any tinie befate ccampletiou of the abat+e-described itnprovements vr perfarmance, in rahich eveuC written natiae shan
be giwen by Spokane County to the bajik.
(devclaper)
shall tre responsible For any rost incurred by the eoutity in excess of tfie amaunt of security.
❑rafcs, drawa under this Letier of CTedit, shail bear an tbeir faee the words
Drawn wnder (~ank)
{bank address}
Credit No. T]ated
Bank Name:
By:
(au[harized sigaor}
k~'ltlassign.208
' .4S5IGNMEN'T'
For security purpases onlY• (develaper)
hereby assigns to 5PU NE C4JLTN'I'l', a politicaP subdfvisian of the State of Was'hingtvn, the follar~ing:
SaVings Certiflcate Numher
in the face amount of $1.000.00
aad hePd in and by
Banlc of
_ Brauch
(bank address)
7$is assigumeat is made as security for the full and [aithful performance by
(dei+elf]pBC)
of certain drainage facilities and sad for LOT BLOC:K , SAORT PT1AT SP-902-93 (Piat)
PIaII # 5P 942 in accardance with the drawings: and specificalions as submitxeed to and apprarred by the Spokane County
Engineers off'ice vn (dace) , 199 .
^.ay interest benefits accruing under said savings ceriificate shall remain the progerty of
; (developer)
Said saviugs certi6catea ta be released to
_ (derielopea)
any other party only with the prisr written consent and agreement of 5gakane Cceunty.
PRO'V'IIJED, FUR'THER, the undersigaed dnes hereby auiharize
(bank)
t4 pay over ko 5pokane Caunty all ar a sufFicient portion of the mvnies in the savitigs certificate referenr.ed hereinaboue
upnn written dacumentatiati being received from the Spokane County Engineer indicating that the pur,poses far rahich the
sa►+ings certificate was assigned have not been fully and faithCully perfvrmed as required and a siatement of that amount of
maney whicb the Cauoty Engineer as required and a statement of that amvunt of money which the County Engineer deems
necessary tcr c,ouapTete suclh obligatian. Upon receipt of such written dncumentatian,
_ (devebper)
hereby authsarizes (bank)
to release tm Spokane County that announi of muney requested up to the maucirnum amount in the sdvings eertificate.
(develaper)
shall be responsible #or any costs incurred by the county excess of the amount of security.
I3ATEI7 this day of , 199
, . BANK C3F
Presideat
Secretary
I7ATED this day of . , 199_
DE VELC3PER
STATEE DF WASHIIVG'I'ON }
:ss
County of 5pokane }
fJA this day perscrnaUy appeaaed befoxe cne ,
to me kiaown to be the individual described in snd ►3+ho executed the within and foregoing instrument, and acknnvvledged that
signed the same as free and voluntary act and deed, fvr the uses and purpases thcrein mentioned.
GIVEN UNUER MY HANfl ehN❑ OFFICTAL SEAL rhis day of , 119_
Nratary Public in aud for the State
of WashingFon, residing at Spvkane
k~lt'tsssigsn.20$
;
~
r
4
~ 110 322.95' lOt
~ 152 95' - I .
ORAINAGE DITCH
(SEE OETAII)
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43.35'
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MIN. BOT AREA=1 57 5 F. \ I '
BOT70~A El = 93 l
T
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O
' W 10' ORMNnGE EASEMENi '
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%111% 3 -1„
'-i'~
PAiESEED D77CH PfR SEEDInG SPECIfICn71014S
6ELOv
1" = 30' •
, DRAINAGE~ DITCH SECTION
NO7E , N T S
, Instoll 0 12" culvert under any drivewoyr, thot cross the ditch 04 wAS
Min. slope o( .005 !t/!t '
SEEDING SPECIFICATIONS
GRaSS SCED PROVIDE PRESH. CIEAr+. NEv-CROP SEED COMPlY1NG VITH ipLERAttCE FOR
PURItY AND GERMINATION ESTpBL1$NED BY p«iCll+L SEED ANALYSIS OF NORTH AHERICA ` . ,
PROVIOE SEED MI%iVRE COMPOSED 6P GRASS SPELIES AND PERCENTAGES BY WEtGHT AS FOLLOVS,
20 PERCENT EIKA PERENt41Al RrE 20 PERCENT pURAR wARD FESCUE
45 PERCEr+T COVAR SHEEP FfSCUE 15 PERCENT RUEBENS CANADIAN BLUEGRnSS
PROvtDE M1xTURE LUMPOSE➢ OF GRaSS SEED ka FERi]LIZER IN PERCENTAGES AS ~OLLOwS- C~ tyG~ t'
GRaSS SEED 90 LBS. PER ACRE
rER7I(.IZER 16-16-16 TIMED RELEtiSE COWOS(iIOty 300 LBS PCR ACRE.
ALL SEEDING OF' SLOPES SHALL BE DQNE 1N AGCORDANCE V1TH THE VS.D.O.T. 1991 STANOARD ~
` SPECIfICAT10NS. SEC71pN 8-01 C6:aiRACTpR 76 IRRIGATE SEEDED AREAS UNTiI SEED HAS ~~~aES yz~~9r
GERMINATED AND HAS BEEN ACCEPTED BY SPOcaNE COUNTY,
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HAHN ENGINEERING, INC. SHORT PlAT N0. SP-902-93 ~
N. 8623 B DIVISION INDIVIDUAL LOT PLAN ~
„ »
Spokane, wa. 99208 TRACT A '
(509) 467-1550 FAJi (509) 467-8189 pRAWN 6Y: JGL .
I DATE 7/15/94 ~
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HAHN ENGINEERIhrG, TNG. ; SHQRT PLAT NO. SP-902-93 ~
' fN'QfiAIDfJAL LOT PUAN ~
! N. 8623 B nrvrsIoN TRACT „8,~ 5
I spo~:ane, Wa. 93208 , f
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BY• JGL I DATE 7/15I94 ,
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EXPIRES $A241
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Install a12" cuPvert u-pdIIr any cir,ve'woys thc~ cross the ditch
Min slope of 005 R; f: I
ILEXIC CPECIF3CATIC]NS
GP.aiS a:ED a111VlD7 sESr C~~N rvzW-LROP SEED FflR
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FRe7Vle7E SEED N1:3T:1RE caf:r^CSt7 M G?ASS SPCC3ES .:1FO7 PE4C=7ai..;=~ 1WE!GH1 Ii5 FLrLIO.'S
20 Pr'RCEh1T rLY:, FEr".'E;:NiAL :o'tE 26 PLKEki oI1=-= -k=D GESCUE
45 FEFti--nT COUnR SHE:P FEaEIlE 15 PERCEEei ELh1EGRFSS
PRO'd1DC M17tTi1F."c CuHFp$EEY 0- CRG,SS SEED ANII 3°ERIILiZER aS 60LL0L'S QRA55 SEECc 50 LSS P€R rCRE p
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GEMidFTED ~,W1i HFS &zi.t! kLC=FiED BY S.°OKAHC COLINfY
HAHN ENGINEERIIVG, INC. SHDRT PLAT Na. SP-902-93 ~
fND11~IDUAL LOT PLAN ;
N. 8623 E3 DIVISI4]V TR~I~~
Sp4kaa~e, ~'a. 99208
{509} 467-1550 FAX (509) 467-E3idi9
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~fn 5I4}'3L Of 005 ftlfi
allDTNiG SPELIFICATIC]PlS ,
cRa;s SEEQ FResH, Cte41N NEW-CRoa SEED CQMaLYiMc %Jt,H TaLERhhCE FOR .
PLlRi7Y 4H,7 ESTABLf5NEI3 BY ffFFFC1AL SEED ArlALYSIS Of h'QRTFi AMsR3CA
RR4A+pC= SEED KD--I:rE C!]Wp5ED UF GPASS SPECFES hN6 PERGENFRCES 8Y lIEFGF+T A5 F6LLIPJS ,
20 ~E::~E=`e7 EL4+A PERENNPAL R7£ 26 PERCCWT i1ldRRR FEN3Fr FESCIJE
e5 ~CRLZt:i C€7VAR SHEEP FESGUE 95 PERCENi R€1EHEr5 CHNADIArr BLLEGRASS
PRpvIiE HikTilPz CU;~PpSEID [1F G.'.ASS SEEO AAp fFRiIL12ER 114 PE+7CEhiAGES AS FpLLOV5
fiR45S w`cED• 50 L8S PER kCRC
FE~liiL:2cr ~5-16-16 TIHED RcLEfsSE LO?1POSEXiON. 300 LBS. i'i.P. ACRE
ALL SEiai1NG OF jiGPES SNALI EE LO"iE FN ACCflRDarJCE 3l17H dHE uSLk07 199: SrANQARD
SPCC3FlC=; ;Er:S SL-C i iMq 8-01 Ct]NTaACTOQ TO IRRiGnTE S£EDED ARErss k1wTiL SC+--D aiAS ,F
GERKirwrEfl AYp 'AAS HEEN ACCiPTEE] ar 5PdkAraE C[9uNrr ?
~ ~
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11AHN E1V G11V EP+RA1V'L°d' INLr. 7HVRf PL1"i r 1YO. SP--'J02-9J
INDlVIDUAL LOT PLAN
N. $623 B D9VIS1ON
~~~lC~ ~
Sp4kane, ri'a. 99208 _
(509) 467-1550 FAx (509) 467-0189
1pRAwN BY JGL
I DATE 7I15/94
i ~ cHEcxED eY. JcL ~ PRaJ€cT NC). ~ F
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~
S P C) ac N E • ~ ~ ~C C) r_r 1v -r
OFF[CE iJF TFi£ CC7l7NTY ENCIfVEER ■ A QIVISIOh1 QF THE P[IBLIC WC]RICS C7EPAR'[1viEN"I'
Ronald C. Hormann, P.E, Cvunty Engineer OQtI[115 M SCC7ttr P E., D'srector
FYEV3EW CQMNiENTS
TD: Jael Lee, P.E. - Metro Errgineering .
FROM: Chcis Reich -Engineering CJeuelopment Services L.tz,~
S'L13B..lECT: Shvct Plat 902
DATE: June 28, 1994
A review ❑f the above referenced projeet has been accampiished. 7he list befow is a summary of the
items fihat need to be addressed. Please refer ira the enclosed check prints for complete camments,
brainaae Plan and Reanrt
1. Deveioper signature is requirad €or finai appraWal'.
2. Plan and report need to be stamped and signed for tinai approval.
3. Add the following note: °EaectriG utility sevvicing this praject wiii not
locate any transfoTmers ❑r vaults within the swale and ditches."
4. Provide benchmark.
5. 5hovv the 5' future acquisition area along 24th Avenue. The ditch and
swale sha[f be [ocated nutside af the F.A.A.
6. Pravide spat elevatinns afong the ditch to verafy the slope.
7. 7he swale shawn does not proaide the minirraum pond hattom area (7,590 sf)
that is required. The pand shown is ❑nEy 1,400 sf.
8. Sfope and svd 'Frorsa the dryweli lid to the pond hottorn.
9. Add the following nate for the dryweils: "Wrap drywell and drain rocic with
filter fabric (Amnco 4545 or equiaaient)."
10. The pond needs to haVe 5:1 sideslopes because it exceeds one foot in depth
vr prodide a fence for the pond.
11. Provide ivt plans far all 1ots.
12. The drainage psan needs to 6e submitted as a 24" x 36" drawing.
13. The pond needs to have at least 4" -6" of fresboard. Revise the pond depth.
14. Accarding to the cantours proVided it appears the pond wiEl have a berm. Is
that yaur inten#ivn7
The #inal plat has been subrnirted #or review, but i# daes not have any drainage easements shown.
P1ease coordinate wi#h the surveyor pceparing the final plat. Drainage laraguage foc the plat dedication
is afso included with these Comrrsents. Please farward thess Ea the surVeyor preparing the plat. Pfease
return the enclossd items rnarked "ariginal° with your next submittaV.
ff yau have any questieans, feli free tp ea[f,
W 1026 Sroadway Ave Spokane, WA 99260-0174 (509) 456-3600 FAX (509) 456-4715
A~ETRO EIVGINEERING
E. 4516 MQntgomery LETTER QF TRANSMTT'TAL
Spokane, WA 99206
(509) 929-7950 far: (509) 924-4884
TO: pate: 7111194 ~ Job No: 94-005
5pokane County Engineers At$entitlri: ChriS ReiCh
Re: Shart F'lat 902-93
1026 W. Bsoadway _
Sgokane, WA 99260
WE ARE 5EN'DT1tiTG YQ[]:
X I Attached ~ Under separate cnver via the fvPlawing atems:
Shop Brawings Pnnts Flans Sarraples
Copy ofLetter Change C3rder Specifcations Mylar
Capies ~ Date ~ Na. ~ Description
2 I I 1 ~ I]raunage Repart
2 ~ I 1 I L7ra.Enage Pian frar SP-902-93 _
2 4 I Individual Lut Plans
r Ca-r.+e,1.s F~n.«
THESE AFtE TRANSMITTEI3 AS GHECKED BELfJW:
RFCEIVED °
f X Far apprvva1 Apprvved as submitted ~ Resubmit copies for apprvual :
} Fve your use Approved as noted Submit ~ cs for1ii?Autiou
~ As requested Returned for carrection Return ~ cnrrected prints •
For review and Far bids due Prints return Il~.aAta M-1 I N EE R ~
comment ~ . . -
CONEVTEN'I`S: Please nrate tha# the Tc length calculations were aaded on the ba.sin rnap. A.lsa, in regards
ta utilities; there are no known existing utilities and the fuiwe utilities ►rvzll just be stubs to existing I ines,
cnnstructed at the time that the haFnes are built. P'lease contact me if everything laoks akay and I wilI get the
deveiapers approvai arid bring down the tinal mylars. Thanlc Yvu!
CCIPY TO: Hahn Enin~g S3GNED:
S
io . Lee, F.E. `
i~.. ,
S F' C)o I< A N~ Q U N T --)r.''
QFFICE [3F TfiE C£]LJNi7 ENGAIEEH • A DMSt[JRF DF `I`HE P[lBLCC W'ORKS DEPARTArfEAIT
Ronald C. HrarFnann. P.E.. Coranty Engineer Dennis M. 5cott. P.E. Direstor
RE11iEW GaMMENTS
3D; .Jael Lee, P.E. - Metrv Engineering, Inc.lHahn Engineering, lnc.
FRC]M: Chris Reich - Engineering aevelvpment Serdices
SCJBJECT: 5hart Plat 902
DATE: Juiy 14, 1994
A review af the above referenced project has been accomplished. The list belflw is a
summary of the items that need tv be addressed. Plsase refer ta the enclased check prints
fQr camplete cvmmerits.
ti' . The p6ans need to foe signed by the develaper.
2. The drywe[Is need to be approximately from the right-of-way. They alsv
need tm be at least 30` apart. Please reloGate them as c[ase to the raad as
possi ble.
3. The contours shawn around the swale are not correct. The proposed cantours
do nmt tie back inta existirag contours of the same eRevatian. Als4, using the
contours you shvw, it appears there will be a herm at the east and south 5ides
af the swaie. Should the pond be at 93.0?
4. The {o# plans should shaw ❑ne Iot so that an 8 112" x 11 " sheet is maximized.
The crass-sections and notes should be included on a separate page. Sath
pages fvr each Ivt should be stamped. Include note #3 abaut the culvert for
each Iot. Show building sethack Gnes.
Please return the enc[osed items marked "[3riginal" with your next submittal. If you have any
questians, feel feee to eaBl.
1026 W. Sroadway Ave • Spvkane, WA 49260-0170 • (509) 455-3600 FA7i (509) 324-3478 'FDD (505) 324-3166
~ L10 1 322.95" T 995_ L
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PLIRITY ahfp GERM1HnTipN £STA8L15F1E➢ BY 01'FfC1Al. SEED AHnL'MSIS [3C N[7R7N AMER1CA ~
PRCIVlDE SEED Hf%TURE CQFtPUSE➢ 0F' CsRPSS SPECtCS APiU PLRCEMTAGCS ITY t,E[GHi AS F[1LLOWSk
20 PERCENT Cl.%A PCRENNiPL RYE 20 PERLEN7 pURAR NARp PESGWL +d f 4„
45 FEk'CCNT CpVAR SWECP P£SCUC 15 PERLENT RllCBENS GAHAp1AH BLCIEGRASS + jID$pI ~
PR[]V1DE M1k7URE CAMFUSEfl (1F GRA55 SEED AHD FERT1L[IER 1W PERLEHTAGES AS FOLLOVS-
GRA55 SEED 90 LBS PER ACRE
CCRFILTZEFh 16-)6-16 11NCD RELEASE LOwA03[71pM, 300 LH3. PER ALRE sS'fvNA~ ~'41
AtL 5ECUfHG ar SLOPCS SHALL BE S1itNC IN RCLQRI)ANLE WETH THE 115 pp T 1941 SfiAIsDARp
sr[ejri[artoNs, s[crzdN 8-01 LflwTRAC7pR 70 IRRIGATE SEEl1LA RRCAS 1NT1L SC£[3 klAS
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~
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HAHN ENGINEERTNG, INC. SHC3RT PLAT NO. 5P-902-93
1ND1V1DUAL LOT PLAN
N. 8623 8 Divisrvra TRA~~
5pokane, ~'a. 892ab
(509) 467-1550 PAx (509) 467-8189 pRAwN Br• JGL ~ [~ATE 7I10/94
~ CHeCKEO BY: JGL PRo,1ECr NO. _
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PRaV[I!E SEED Ml9[T91RE CQP4POSEFY OF GRASS SRECSES ANp RERCEfaTAGLS BY WE1GHi AS FOLLOV&
ZQ PERCENT ELVA PEREhNldl. RyE 20 PERCEN1 111JRAR HARD FESCUC
45 RERCENT C[3VAR SHEEP FESLUC 15 PERCENT RLIL8EN5 CRNAf1SAN HLUEGRASS
PRpkI1dC Ti1RTURf: CBHR6SED or GRASS'SEED AiJD FERT]LIIER 1N PIERCEFITAGES A$ FuLtpWSR
GRA55 SEEDt 90 LBS PER aCRF
i'ERT1LfTER- 16-16-95 Tih[EO RCLCASE CL3ArPf1SFT1fFa, 300 L9S. PER ALRC
ALL SEEDFNG OF SLOPES SNnL4, BE UaaE fN ACCPJRBRNGE WlY~+ iHE W5D4T. 1441 5Tapf11ARG
SPCL1FSGdTfQMS. $ECT10N 6-01 CLINTRALTpR TO IRF:IGATC SEEdCfl AREAS l1NTFL SEED HAS
GCQMfNAiEdl ANQ HAS BECN ACCCPTEq Br SPpKANE CQUPSTY
\ - ~
/ ~
HAHN ENGINEERING, INC. 5HOF2T PLAT N0. SP-902-93
INDIU'IDUAL LOT PLAN
N. 8623 B AIvIsroN TRACT "8"
spakene, w8. 9.920e
(509) 487-1550 FAX (509) 467-8 t t39 DRAWN BY: ,1GL ,DATE 7/10/94
CHECKED BY, JGL IPRO,IECT NQ ~
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45 PEkLENT LpVAR SHEEf' rCSCUE 15 PERCENT RUEBENS CANAOIAN BLiIEGRASS ~~yC]
PRpV1aE ~fl%7URC COF~PI7SED !]F GRASS SECA AFFD FtRTfL1IER TN RERGEN7AGES AS FpLL9V5, GRASS SEiR- 9d LBS PER ALRIE
CERi1Ll2ER, 16-I6-16 r1NCu RCLEASG CaF+PO51zaUL 300 1,85 PER t+CRE
ALL 5EC63NG OF SLaPES SHALL 9E DONE 1N nCGORpAriLE V1TH 1MC V S 6E1T 1491 SiRNQARp ~IExPIRE$ 2J211 ~
SpECIF';CRiEONS. SEG710H H-01 C[7fISRaCTOR Tp fftRIGAxE SEEflCb ARCkS LF77[L SEEII NaS
GERHIAFl+TEO cWD NdS BEEN ALLEPTEd AY SPpkAFJC LOUAfTY
HAHN ENGINEERINGy lirC. JrHOR~ PLAdr NQ. Sp-902-93
IND1VJDUAL LOT PLAN
N. 8623 $ nsvIsIvN TRACT $1 c"
Spnkane, 1~Va. 9S2Qfi
(509) 467-1550 FAX (509} 467-81fl9 pRA'4NiV BY. JGL ~[7RTE 7/ 1 Q/94
~ CHECKEQ BY ,lGL ~ PRQJIECT NO ~
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N.T,S,
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pRA1NA EASEAAFNT {TYP}
~ 100 ~ y ~
J - ~
8000 5' FUTUFtE ACCJUI51T1ORW
tid
1 30,
N 89 49'5B" E
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24TH AVENUE WZS"'
SEEDING SPECIFICATIILNS
GRASS SEEO- PRqVI➢E FRESH, CL[AM, HEW-CROP SEFA C0MPLYIHG IJIiH tQLCRANCE FOR 'a
PIJRITY ,rWD 5ERHINR7IDN ESTASLISHEFI HY ❑FFICIAL S'£Ell AWRLYSIS pF NQRYH AHERICA 30$91 4,r
PR61T1I1E SEED HIXTL]RC cEnsPOSen or GRASS SPECSES ANa FERCENTRGCS 9V WEIG317 AS FfILLOVS, 14 Crsr'll'1'~4
20 PERCENi ELKa PER£NN1r+L RrE 20 PERCENT [k1RpR HaRb FESCUE
45 PERCENi COVAR SHCEP FESCUE 15 RERCENi RUEBEN$ CANAfIIAN BIUEGRpSS
PRpV1pE MIXTURC C[]MPOSEIY pF GRASS SE[9 11tJI] FERTILIIER IIJ PERCENTAGES AS FOLL4VS
GRASS SCED~ 90 LBS PrR pCRE
6"ERTIL[2CR, I6-15-15 TIHEfl RELEASE CnHPflSIT10H. 300 L8S PCR ACRE ~ EXPIRE3 M11 ~
ALL SEED[NG V]F SLOPES SHALL @E DIINE IM ACCOR(lANCE W1FH iHE V$ pd 1' 1911 S1A1dppRD
SPECFr[Lat1ONS, SiCrf[Ua 8-41 C[]NYRnCT[3R
TO 1PPFGArE S£EQED nQEnS ur+TIL SEED Hn5
GER#1wa7EA Awd HA$ BC[N ACCCPTEI} $Y SRnKnrvE CC1UU7r
H,kHN ENGXNEERINrG, INC. 5HORT PL4T N(]. SP-902--93
iPVDfVJDUAL LOT PLRN
N. 8623 B DauISION
r~~c~
Spakane. 6Ya. 99208
{509} 4437-1550 FtLY (509) 467-8J 89 pRAWN $Y JGL ~DpTE 7/10/94
~ CKEcKED BY JGL ~ PRoJEc7 No. J
SHORT PLAT 902-93 ~
Drainage Repart
Prepared Far:
Jim McCannachie
June 22, 1994
ReVased 718/4y
►T o
~ R
F
30691
X, ~ ~ 1994 ~
r
"10NAL SPO~fYE Ct~~IN
TY ENGiNEER
E7I.i'IRE& ?1211 W ~ . _ • - - •
Prepaced Sy:
Mahn Engi►teering 4~2-
N 8623 B Llivision
5pokane, WA 99208
Ph •(509)467-1550
Fax. (509)467-8189
DRAINAGE REPORT
SP-902-93
EXISTING CONDITIONS
Currently, the area to be incorporated into Short Plat 902-93, is natural ground with one `
home located on it. The drainage currently sheet flows across the property in a northwest
to southeast direction. The runoff from one half of the adjacent roads flows onto the area
and travels along the roads to the existing low spot at the southeast corner of the plat.
No drainage structures exist currently.
PROPOSED DRAINAGE PLAN
The proposed short plat consists of four lots. Each lot is approximately 12,500 square
feet. Please reference attached drainage plan for layout of the short plat. The existing
drainage channels will remain
It is proposed that ditches be added along Progress Road and 24th Ave. to help convey
the runoff to a proposed pond at the existmg low spot.
Eventually there will be a R.I.D. project to improve 24th and Progress. Therefore, as part
of this plat it is not necessary to improve those streets. Although when they do get
improved it is likely the improvements can be integrated with these improvements.
Since, the soils are Garrison soils (see attached soils map), per the Spokane County
Standards, drywells can be used for drainage discharge. Drainage calculations were
done to size the pond and determine the number of drywells required. The drainage
calculations follow on the attached pages. As can be seen from the calculations, with
two type B drywells it will be necessary to install a 4743 cubic foot drainage pond for
storage. It is not required that we provide any "208", however, the pond bottom area is
more than the one twelfth of the pavement area on Progress and 24th. The pond allows
for 4" of freeboard between the top of water elevation and top of pond.
Attached is a water resource map which show the contours around the area of the Short
Plat. These contours were drawn on an enlarged section map to show the drainage basin
which flows onto the proposed plat. The area of the drainage basin is 7.17 acres and
produces a peak 50 yr. flow of 5.85 cfs.
BOWSTRING METHOD (FIFTY YEAR STORM ) PROJECT: SP-902-93
DETENTiON BAS1N DESIGN
• DRYWELLS PROPOSEO DATE. 08-Ju1-94
2-TYPE B DRYWELLS 2(Drywell infiltration rate (cfs))
Total Area (calc.) (see H 1) 7.17
Time of Conc. (calc.) (see H1) 13.29
Composite "C" (caic.) (see H1) 0.30
Time of Conc. (min) 13•29
Area (Acres) 7.17
C' Factor 0.30
Impervious Area (sq. ft.) 23560 1857.12 Pond floor area
Volume Provided (cu. ft.) 208: 1046.12 storm (total) 4743.28
Max depth of 1.75' surface: 4743.28 `
u/g: 0
Outflow (cfs) 2 0
Area * C" Factor 2•15
#1---- #2
#3 #4 #5 #6 #7
Time Time Intensity Q dev. V in V out Storage
Inc. Inc.
(min.) (sec.) (in.lhr.) (cfs) (cu. ft.) (cu. ft.) (cu. ft.)
(#1*60) (A"C-#3) (Outf.'"#2) (#5-#6)
13.29 797.15 2.72 5.85 6250 1594.31 4656
5 300 4.68 10.07 4047 600.00 3447
10 600 3.20 6.88 5534 1200.00 4334
15 900 2.47 5.31 6222 1800.00 4422
20 1200 1.98 4.26 6265 2400.00 3865
25 1500 1.67 3.59 6362 3000.00 3362
30 1800 1.46 3.14 6504 3600.00 2904
35 2100 1.30 2.80 6630 4200.00 2430
40 2400 1.18 2.54 6780 4800.00 1980
45 2700 1.07 2.30 6838 5400.00 1438
50 3000 1.00 2.15 7036 6000.00 1036
55 3300 0.92 1.98 7067 6600.00 467
60 3600 0.87 1.87 7244 7200.00 44
65 3900 0.82 1.76 7357 7800.00 -443
70 4200 0.80 1.72 7694 8400.00 -706
75 4540 0.77 1.66 7902 9000.00 -1098
80 4800 0.75 1.61 8181 9600.00 -1419
85 5100 0.72 1.55 8318 10200.00 -1882
90 5400 0.70 1.51 8539 10800.00 -2261
95 5700 0.69 1.48 8862 11400.00 -2538
100 6000 0.67 1.44 9038 12000.00 -2962
DRAINAGE POND CALCULATIONS
Required grassy swale pond storage votume
= Impervious Area x.5 in./ 12 in./ft. = 982 cu. ft.
provided: 1046.12 cu. ft. OK!
DRYWELL REQUIREMENTS - 50 YEAR DESIGN STORM S~P¢ ~
Maximum storage required by Bowstring = 4656 cu. ft. / s e~ a-fta~ti ed ca lc u l4 f,'
/ ~jr V01u""e
provided: 4743.28 cu. ft. OK!
T1NlE OF CDhICENTRATIDN (m4nutes)
, 7c (vverland) Tc (gutter) Areas "G° A*C
Ct = 0.15 L2 650 7.17 ' 0.30 2.151
Z1 = 3 0.00 0.90 0
L1{A} = 400 Z2 = 3 000 0.90 0
N(A) - 0.4 17'0-`'L - B= 0 0.00 0 90 D
S(A) = 0.02 qvi% n= 0.026 000 0.75 0
s 0.015 0.00 000 0
Tc (A)= 10.19 d = 0.7462 0 00 0.00 Q
~ Total A Comp "C„ `
U(B) _ 0 Tc {gu} = 3.09 7.17 03(]
N(B) = 0
5($) = U Tc{A+B} = 10.19
4=C*I*A= 5.85
Tc (B)W 0.0
Tc(tot.) = 13 29 Q(est. 5.85
Intensity = 2.72
A = 9 67044
WP = 4.7194
R = 0.3540
V - 3.50
Tc (tatal) = Tc (flverland) + Tc (gutter) Tc(gu) = 3 09
Tc (overland) _ Ct*(L1*N1s^0.5)110.6} Q(est) = 5.85
Ct=0 15
L1 = Length of Dverland Flvw Hvlding = 23 16
N ` frictivn fac#vr of vverland t1aw ( 4 for average grass cover)
S = average slvpe of overiand flow
Tc {gutter} = Length (ft )Neivci#y (ft.tsec )f60
B = Bottvm width of gutter or ditch
Z1 = inverse of cross slope one of ditch
Z2 = inverse of crvss slope twa of ditch
d= depth of flaw in gufter (estimate, check estimate with Flow)
Area = d*B+d"212*(Z 1 +Z2)
Wetfed perimeter= B*d¢(71sin(atn(l1Z1)}+lIsin{atn(l1Z2)}}
HydrauGc Radius ~ R = AreaiWetted Perime#er
Velocity = 1. 486In*R".667*s" 5
Flow = Velacity"`►4rea
n = 0.016 for asphalt
s = Ioragitudirta4 slope of gufter
Floar aufflaw ={.3fi'"depthlhr per sq ft. floar} *(9 ft depthl12") (1 h rf3600 sec)
_0.000U0833 cfs per sq.f#. of ffoor area
G ravef Bed outfEow =(soi l perc rate, En.fh r.)"`(1 ft. depth112")*(1 hr13600 sec)* (gravel bed ffoar area, sq.-R)
Storm Volume:
UIG = gravel bed volume *.30
Surface = Valume above grate efevation
VOLIJMES FOR PUNa
AVERAG'E EIVQ METHOD
ECEIAATIDIV AREA AVERA(;E ❑ISTANCE BETWEEN VOLUME PROVIDED
95 185712
209224 0.5 1046.12 °208" VOLUME PRarJlpED
955 2327.36 @ 95 5
256Z48 0.5 128124
36 2797,6
3221 223 075 2415 917 ~
96 75 3644845
4743 277 -TC}TAL VQLUME @ 96 75
97 3927 28
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~
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SA
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Ssc ~ SPC B~B EnB y 1UhA DaIB L
DaA HSB ~
~5pC StC SrC StC '\UhA g
(Jvirra sheef 85) OhQ °
`3y -
WIND
S(] I L SLIRFACE : SLOPE :CAP. e ~ ; ERaL7 .
SYMBOL ~ SD I L NAME ~ TE3CTURE ;RANGE :N I RR : K ~ T:GROUP
GgA ; GARR I ~ON r CR-1, ~ 0- 5 : 3S a 0. 17; 2 ; 6
,
GrnB ISON RV-L , S- F E ~ . 15 : 2: 7 .
n "GARR ISD~ ~-~0 . 65 . Y " '7"'
GpA :GLENROSE :SIL ~0- 5~ ZC 0.32: S
GpQ :GLENROSE :SIL ~ 5-20: 3E ~0. 32 : 5 ; 5
GpC :GLENROSE f 5IL e20-30: 4E ~0.32 : 5 : 5
GpD s GLE'PlROSE :SIL ~ 30-40; 6E 0. 32 : 5: a
Gpa :GLENROSE sSIL. 440-55: 7E ~0.32: 5: 5
C rB :GLENROSE :GR-S IL ~ 5-20: 3E 0.241 5: 6
G rD w GLENRf]5E :GR-S I L ~ 30-40; 6E ~ 0.24: 5: 6
G r I] r GLENROSE a GR-SI L ~40-55: TE o0.24 : 5: !6
GsD :GLENROSE eST-SIL e 20-40: 6E ~ 0.321 5: 6
Gs❑ :GLENROSE ;ST-SIL 40-55: 7E e 0.32; S~ 6
GtA :GREEN BLLfFF ':5 I L, ~ 0- 5: 2C ~0.32: 5~ 5
GtB :GREEN FiLUFF :5 T L ~ 5-20: 3E ~ 0. 32; 5. J
kf C :'H►4GEN :LFS ~ 0-30: 4E ~ 0. 32 ; 5 : 2
Hg8 v HAGEN eSL ~ 0-201 3E ~ 0. 24: 3 ~ 3
-#4HhA p HARDESSY 'SZL ~ 0- 5, 2W ~0. 43 : 5.1 5
-p4HmA ;HARDESTY 'SIL ; 0- 5: 3S r 0.43: 2. 5
HnB :HE55ELTINE :SIE_ d 0-10: 3E ~ 0.37 : 2: 5
HoB :'HESSELT I NE :5I L ~ 0- 8'. 3E ~ 0. 37 e 2 : 5
HrB :HESSELTINE :GR-SIL s 0-10: 3E ~ 0.241 2; 6
**H s8 :HES5ELT I NE :ST-S I L ; 0-20 : 4S ~0. 24 : ,2 ! E
#4HtB ; HE55ELT I NE :ST-S I L 0- 8: 6S ~0.24 : 2: B
'~-p Ht8 'HE55ELTINE :SIL ~ 0- 8 : 6E ~ 0.32: 2: 5
-t4H►►C :HESSELTINE :SYL ~ 0-10: 6E ~ 0.32: 2 : 5
*fHvC :ROCKLY :57X-L ~ 2-30: 75 ~0. 10: 1: 8
HvD eHESSELTINE :SIL ~30-50: 7E i0,32: 21 5
HvD ~ ROClC OUl"CRdP ; UWa ~ 30-50: 8S
H►rD ; F7OCKLY :STX-L ~ 30-55: 7S ~ 0. 1 01 11 8
44FIxC s ROCK OUTGROP ; UWB ; 0-30; 8S ~ ; ;
~A-HxC :ROCKLY :STX-L ~ 2-30: 73 ~ 0.10: ] : 8 #+HxC :HESSEL7INE ;SII. ~ 0-10: 6E ~ 0.32: 2: 5
-f-IFICc :KONNER :5ICL ~ S= 2~ 6W ; 0.28: 5: 7
jt~ e iCONNER, DRAINED :SICL ~ 0- 2: 3W ~ 0.28: 5 : 7
~LaB :LAKESOL T SIL ~ 2-20; 3E ~0, 32! 5: 5
LaQ :LAKESQL ~SIL : 30-40: 6E ; 0.32; 51 5
LaQ :LAKESOL :S I!. ; 40-55 : 7E ~ 0. 32 : 5 : S
LeA :LAICE7ON eSIL ~ 0- 5; 2E ~0.37; 5; 5
LeB :LAKE7flN :SIL ~ 5-20: 3E ~ 0. 37 : 5 s 5
LfA 'LAKE7QN :FSL o0- 5: 2E ~0.32: 5: 3
LmC :LANCE 'S T L ~ 0-30 : 4E a0.55 ; 5: 4L
LmC3 :LANCE ;a I l~ ~ 0-30s4E ~ 0.55: 51 4L
Lr+A2 :LARK YN ; S I L t 0- 5 : 2C 0.32: 5:
LnB2 ; LARK I IV :S IL ~ 5-20: 4E ~ 0 . 32 : 5 :
LnD2 :LARKI fV :STL ~ 20-30g 6E ~ 0. 32 : 5:
LnD2 :LARKTN :STL ~ 30i45: 6E ~ 0.32: 5A .
Lt :LATAH ~STL ~ 0- 3: SW t 0.32: 5: 6
-gG
S - S!~
r /an
~
~ 1!0 322 95'.~ - 99 5
~ 152.95'
flRAIWAGE QITCH
~ (SEE QETAIL~
1
e, A„
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lvpl~
ti
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OFFEC9A'~ PEfBE~C Dt7Gl~ME'~1T ~
IO' DPAFr+AGE EASEF1Cf+i
~ SPOxANE counrnr ENGan~SER'S t]FF1CE
ORIGINAL JUL 2 g m94
S ~ 3
PROJEG~ 0 fae--902- SPOKANE C'1i UiL4Y ENGiNEl R
~ SUB41TTA'L #
~ r fx stlenni7tr+ pea seemP+C sPeCiricnr«+s
RETURN TQ CDUNT'd' ENCINEER T 'IrBtL°V
30'
p~~~ I3RAINAGE DI~'CH SECTIOP~
Nrs.
E&c..4 k-o"C bo lua~l ran3 /
l ~ ~"~a~.+r"r'1 tiZ~FD• `~uE. ~[,.+`SkUFI ~.~ti~ t+~t]'f~s$a L~iwi
5F~ Nr~PEffcR- aNa Dp WAd;
.SEEDING SPECIFTCATULNS 1. • ~
CdRA55 SEED• ?RQVIf1E FRESH. CLEAra, wEW-GRUF SEED CQHPtYENG V[7k 7[]LERAtaLE FaR
PVRITY ANfJ GERN1hfAi1OW ESTA9LtSHEO BY pFF1G[AL SEEO At+lALYS1S I]i' kll]RTH AFIER]EIS, ~
PROVIDE SEED t1IkTURE COMP[1SED OF GRASS SPCC1E5 Ak1Y PERCENTAGES BY VE1GHT AS TQLL[3V5* r
24 PERGENT ELKA PERENm[AL RTE 20 PERCEN4 LbJirnP HATrp rCSr-ut rb 1 y~
+5 PERCEHT GOVRR SFEEP FESLU£ 15 PERCCFiT 1auE6E►i5 CAHnaFAN ELLIEGI7AS$ ~p891 y~
4Q
MvrnF MrxrURe cOKPnsEn aF cRnss seeo aNe FFRztLraeR tN PERCEWArEs As PoLLoWs, o+t' ~'f7ISTg~a
GRASS 1L ZCRn 159a-IS~16 T1HEOCKRELEASF CEJHROS171pW, 300 I.HS F'ER ALF7E
pd.L SEEDING pc SL0PES SHALL BE DONE lk aGLORpAHLC WlTM aHC W 5 DO.7 1991 STANpARp NAL
SPECfF'1CAli[]u5. SECTION B-Oi C[3N7R,4Ci(7R t[7 [RR[GATE SEE@EB RREAS UNTtL SEEA fiAS
GCRHfHA7Ep IWII HAS BCEN ACCEPiEQ BY SPCIKANC Cdl9NTY,
EXpIREs 21211
~
~ - .
HAHN ENGINEERING, I1VC. SHaRT PLAT NC). SP-902-93
- 1NDI111DUAL LOT PLaN
N. 86Z3 8 DIVISIC?N T~4A~T „~,f
Spakane, ~'a. 992f18
(509) 467-5 a5D FAX (SflB) 467-13189 pRAWN BY: JGL I 17ATE 7lA10'94
~ cHECKEO Br: JcL IwROJEcr No
1A4 ~y 85'49'S6"w - ~ 7 ~
~ 15242' ~~P w
0
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~ C)
; a • 4~ ' v ~
0 rn ,r ~ 43 35` ~ d
W ~
~ ~
~t,W. BDT AREA=I 57 5 F Q
9C]7YORi EL.= 95
T'r'PE "Y" DI7YWELL (TYF' )
V)
5z U7
70' QRAfNAGE EASEFAENT :r T Q.G. = 95 cv f
~
w
~
ORAINAGE EASEMENT (7Y9) > _L>
, ~
N 89'49'56"E • 32288'
7
~
!
~
~ Ed3GE OF ASPHALT 24 T H AVEN UE
I 30' 76' DRAfNAGE EASEMEWT p~ WABfIf~C,~
~ DIMENSPOM VAR3E5 cSEE PLAN1 ~r ~I.. • ~
Z ~ 42 r
~ x
a ~
~ 30841 4j~
ExlSl'1NG .~iR❑EJND~ ~ <r ~QISTB~~'Q L~
t,~r []]YAL
~ ►-~e~~ r _ 2 D' ~ ~ _ J
~ 5~ E~[PIREB 21$11 1
i
SPOKANE Cf]UN7Y STANDARI1
- TVpE URYWELL W/ TYPE
~4 METAL FRANfE AND GRA'FE
(TYP. ❑F 2)
NpTES,
1} SEED PQM❑ PER $EEDING 5PEGr[CATfONS
P❑ND SECTIQN BELOw
N T.S. F`A IC P RHpCCI #4545 ffRAEfll1[VA eINl FILTER ~d,
aEEIIING SPEC3FICRTI❑N5
. '
GRnss SEED PRpvlOE rFtESM. CLEapd NEV-CR[iP scED coMPLviNG VrTa+ rOLeanNcE FnR
pURlTY AHd GCRHINAiI[lAd ESdABLESNEO BY OFFfC1AL SECI] AHbLYSfS Qf NIIFZFH kMER[CA. n~
PttdY[DE SEED P4Ix7LIRE CnHPt]5Ea pP GRASS SPECI[S AND PERCENTAGES Br VEFGHT AS F'fiLLtiWS ~ya
20 PCRCEHr ELKR RERENNIAL RrE 20 PERCCNT SlURAR 14ARD FESLUC J
45 PERCCN7 LpVAR S}IEEP rESC41E 65 PERCEN7 RUEBEN$ LANADIAN BLUEGkA5S • ~ Or R,V
PR[]V,pC M[)C7VRE L¢14POSE11 {1F GRA5S'SCCD AND ffRT[LIZf:R tN AERCINtRGES AS rSL4pW5, GRASS SEEO, 90 LBS PER ACFdC ~ V
rERTfLfIER, 16-16-15 Flh!£I] KELEASE f.{IHP6511FL1N. 390 LES. PCR RLFIE
ALL SEE,➢SNG ~ SLOPES SHALL $E HC~ 1N ALCOtDAHLE W1fH tFE W,SDQT 1941 STANpRRp
SPCLIF[CASfdNS, 3EC7gaN 8-01 ZOtJrRAGrOR T0 IRR[GdTE SEEIEfI dRCAS UNT1L SCED FtAS
GERHIHAT[!1 ANa HAS BEEN ALLEP7EA Br SPQKANC C[A.INtiY,
• J
d ~
11AH1V ENGINI.JaL7RI1'1G' ICV L+. •7HVRT PCl1T NQ. JP-902-93
IIMDIYlOill`IL LQT PL_I`1fV
~~~I~~ „8~:
N. 8623 B DIVFSION
Spokane, Wn. 9~12U8
(509) 467-1550 FAk (509) 467-8189 pRAWN BY: ,lGL I ()ATE 7S10/94
CHECKED BY. JGL ]PROJECT NO
~
.
~ S 89'49'56"E ~ 110 ~
S0[7p'
~
w ~
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a z
~
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2 m
~ W 10• nRaiNaGe eASEMENt
s' ~
3 a~S 11~1'
~
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o rn SEED Q1TCN PER SEEp[NG 5PEC1FfCA73C]~IS
n C6 BELCIW
0 T 00 w
~ o
oi
DRAINACE DITCH SECTION
N.7.5.
❑RAlNAGE UiTCH
(SEE 6E7AtL)
ORAINAGE ERSEM€N7 (TYF) .
985
3
8000' 5' Fl}7URE ACC]1ii51TIDA! ~
tiCS~ ~ N 89'49'56"E
~
„
N 89'49'55"E 1 - 30,
~ -
24TH AVENUE
v~ 'PIAS&I
~C% A
DA
5 E1_7iNC SPUIFiCATIONS ~r
GkR'SS SEEFh PRF]V1QC FWESH, tLEAt4 NEH-LFOP seea eUMPLY11+G 6/f7Ff 7[]LERANLE TOR
Pl7R1FY AHp GERPS1Ht+T1ON ESTABLISHEU 9Y ioFFfLI&L SEEA RhtALYSIS or Ff61HIH AHCRIGR 3089
PRflV1x R
CLI(a FCR NFiIAt YE RASS SPELI~~ S P[RCEMT PEOCENTAGES HARI} ESGI]E AS PplLl7liS- 0
20 PERLENT
45 KRCENT LOVAR SNE£A FESCl1E 15 PERCEHT RUE@ENS CANAIIIAN BLIFEGRA55
PROVi11E HIktURf COFSPOSEIY f]F GRASS SCEd AtVD FCR7EL1iER YN PERCEN7AGfS A5 PULLOVS~ ~f ONA1'
GRA55 SEED' 90 LBS PER ACk'E
rCATlL12ER, 1E°16-16 71HEU RCLCaSC C{IMPp517SOPL 300 LBS. PER dCRE
nLL seEoiwG Or scOPEs s14ALL aE DUPE ]hl FtCGORQANCL V1714 fHC 4SQUT 1991 srna,DAaa ~E7(PIREB 21211
~
SPEC[f'1LAT10H5. SELziCIH 8-01 CONTRACLOR TO [RR[GATE SEr[ILf] ARCA5 L[NT[L SEEQ HRS
fsCRHiWATED RNO FtAS BEEk7 RCCEPTE[i BT SPCKANr CpUkTY,
HAHN ENGINEERING, INC. SHaRT PLAT NO. SA-902-93
INd]IV1DURL LOT PLAN
rrw 8623 B nivrsiarr ~.~AC~ p,~„
5pnkane, ~1'a. 99208
(5b9) 467-5550 FAX (509) 467-01139 [}RAWN BY• JGL I C]ATE 7,10/94
~ CHECKED BY• JGL I PRO.IECY ND.
ao no,
~ m ~
J ~
J F ~
I ~
10' I3RA[NAGE EASEMENT ~
~ J
a a
5 51
v ~
lId =1~1~r~ f 3 i ~f~1r~1
~
y ' S'r
t
NDTE.
w SEED ➢ITCN PER 5EEf3iNG SPECIFICA7IQN5
0 rr ~ rn HE L Old
,n
~ 4 r
~i] C7
~ z T]RAINAGE DITCH SECTION
N.T.S.
o }
;EASEMENT oirc~
pRAINA (T'fP) 1DL]
- ~
$0.00' S' FUTURE AC6UfSITIOri!
~ L4
r
30'
N 69'49'SB" E
- rn -
24TH AVENU E o WASx'
0
5EEDTNG SPECIFICATI~
GRRSS SEED, PRpW7BE FRESR CLEAw, NE1a°CRpP SCED CQMPLVING W1TH 7CILCRaNCE FQR
PLIh'[TY kN0 GEf2p9]MFSS(OF! EST+ABCI${-[EII 6Y Q(FlC1AL seEn AHlsCYSIS flC HORTM Ah~ERZLM1 3089' ~
]
pa4uiD[ 5[En MixruaE e13MPCs[o oF EiRASs sPECIES nr+o P[QCENraGES er WE3GNr ns EaLLcrWs ~ 6'1 S7'VB,~f" ~4F
a9 PERCEFdI' CLKA PERENAiIAL RYE 20 PERCEM7 pILRpR HAitp F'E$CUE
45 F'EReEMT CQVAR SFfCER FCSCIJE IS PERCEFIT RqJERENS CRNA[YIAN B[.UEGRA$S SfvN~~
PRpVSOC H1%TURC CQMPC15Ed tlr GRASS SEED RNp F'E?i'ILI2EP IPl PERLCtJ7AGCS AS FCfLLOWS
GRA55 S£ED, 96 k.BS PCR aCRE
FEPTILFZER, 36-16-I6 T114E'D RELEASE Cpt•1PpSi flCSH. 3M LBS PER 0.GRE ~~}(pj~E8 ~i~11 ~
ALL SECAING C(r SL~PFS SHALL BC DOHC Ii~! ACCpR➢AHCE VT7H THE WS➢tlT ~1991 SYAMptARb
SPECirICAIIONS, $ECTICIN 8-01 LOtdTRAGTpR "f0 1RRi.riATE SEEIlE9 ARE115 UNTIL $EEU HAS
GERMINA7ED AND HAS BEEN RCCEPiEI! BY SPpKANE CpUN7Y
L /
HAHN ENGTNEERING, INC. SHORT PLAT IVO. SP-9[]2-93
IN'DIVIDUAL LOT PLr4N
N. $623 B DIVf5IUN .~..R~4~:~
Sppkane, Wa. 992[]8
{509} 487-1550 FAX (509) 467-8189 [3RAWN BY JGL IDATE 7/14/94
~ CF-iECKEC! BY JGL I PRQJECT Nq
J ' , y
■ ~
SUHMITTAL CHECItLIST
PROJECT # ~-~P a1O2..
REVTEW # I
REVIEWER: C
I)ATE: ~ 9-Sept-eerber3-93-
PRoJEcT: ~+-be;s -FLA`T . . 90~L
PROJECT SPC7NSOR:A\►rn TEL PROJECT ENGINEER (Road & Drainage Plans) TEL # ~~'~t ~ ~"I JC7
PROJECT SURVEYDR (Pl at) MA.
TEL #
GIINERAL ITE,biS
yES NO N/A
l. The $100. DO fee far plat review has been paid ta
Spvkane County £or this submittal
2. An agreernent ta pay fees has been sulamitted to
17evelopment Engineering Services
~ 3. The fee agreement has been signed by the praject
vwner ar a principal of the develaper's firm. If
signed by an agent af the Qwner, written
auChorizatian from the awner is attached to the
fee agreement
4. Review fee account is curxent (na invvices Qver
30 days outstanding)
S. 1 have noted the plans in, plans out dates ❑n the
pink sheet in the file
✓ 5. If the project is a rnoaile hvme park, were the
plans revi.ewed 3ay Planning?
3 ✓ 7. 2 capies of the plans were suhmitted
~
i
0
8. 2 copies of the calculatians were submitted
~
~ J ~ 9. The plans are on 2411 x 36" sheets
. GENERAI, TT£MS (cvat' ei)
J 10. The calcul,atians are bound tagether
11. The plans and calculatians are stamped and signed
by a Professional Engineer
12. The develaper has signed and approved the road
and drainage p1ans
13. Are there any conflzcts between the 'proposed
drasnfields and any drainage ditches an the glat
14. Bawstring calculatians by develcaper are in the
file fvr this review.
~ 15. Vertical curve stflpping sighC distance
calculations by develaper are in file fflr this
review
J' 16. HcrrizQntal & vextical alignment sight distance
calculatians by developer are in file for thss
review
17. The engineer/developer has grvvided evidence ❑f
eoardinativn with the electri,c utility servicing
the praj ect
~ 18a. The file contains a Spokane Cvunty Sectaon Map
~ lSb . The f ile contains aSpokane County Assessars ` s
Map
/ 18c. The file contains an aerial photo of the proposed
project area
18d. The file contains a corrected preliminary caf the
final plat map
19. The praj ect is lacated in urban boundary area
VI" 20. The project is lacated in the Aquifer Sensitive
Area
V/ 21. The proj ect plan name matches the plat name
22. Is the entire project lvcated autszde af an
~ identified Flood Plain Area?
w ~
A
~ 23. Is the entire project is 1Qcated outside gf an
~ identified Stornwater Management Problem Area?
~
2
ckllatv3 0/Aug93
GENEF2AL ITEMS (Cot1t' d)
J 24. List any design deviation recluests and their
status:
25. Locate the Findings and prder for the praject and
list any unusual ccandiCians:
0 lD ~~D 00 T"qmcej-~
o
V~ 23. Sackcheck of previous cQmments comp3.eted
~ 24. Al1 preva.ous comments adequately addressed
3
ckllIItv3 6/Aug93
Rf7A:0 PLAHS
1. LiSt any roads that must be designed and
constructed an the project.
ROFD REQ' D WTI}TFi I]EBIGN NIIAT. /NlAX. STOPPING 5TGH3' N12N. CCFR.VE
NAH1E CLASS PAVED RIkF TERRAIN SPEED GRAi7E IY25TANCE HC3R.Y2. VER'F.
2. Planning conditiflns require submission of a
landsGape plan. (NOTE: Usually associated with
PUD°s)
3. 1 have checked the landscape plan against the
raad and storm drainage design and there are the
fo1lQwlng Cflnflicts:
4. The following zaad plans have a bearing can the
design ❑f roads for this project and a copy is in
the file:
5. 3 have sent an "R"' value and pereolation test
reqaest ta the Construc~ion 5ection witn so31s
inforrnation and a layaut af the praj ect . "R"
value test request to tiesigner
fdate7.
5
ckliotv3 iDfAug93
ROAD PLANS ( cvnt' d)
6. I s the bench mark shawn vn the plans ?
7. Axe stationing equations shown?
8. Is stationing correct (south to north, west to
east, reas3ing left to right on the plan)?
9. Are existing utilities shown an the plans (ar an
informata.on copy af the utility plans subrnitted)?
Ifl. Are gropased utilities shvwn on the glans (or an
information capy ❑f Che utiJ.ity plans submi'tted)?
11, Does the note "Any conf 1 icta,ng ut ilities shall be
relvcated priar to construction ❑f roads ar
draxnage facilities." aPPear on the plans?
12. 5T1tEET WII]ENZNG
12a. Are curb design sheets provided for widening af
existing streets?
12b. Dves the curb design conform to Spokane County
5tandards a£ sectifln cross slope (Between 24 and
4.50) a
12c. Is there a street cross sectian shown fvr
wideni.ng existing streets?
12d. Does the proposed new width match the width
required in the Findings and order?
12e. The crvss-section shows: ,
existing R/W
prvgased R/W
future setaside
12f. 100' (min.) pavement taper intv pxaject is shawn
(1) There is adequate R/W for the taper to extend
from the new paving width to existing pauement.
(2) There is inadequate R/W far the taper to
extend from the new pauing width to exssting
pavement; taper extends from existing paving to
R/W.
12q. Length af pauement taper out ❑f project meets:
WS2 60 fDr design speeds s 40 mph
WS for design speeds > 45 mgh
~ ft. min. taper length app~oved by County
i Traffic Engineer
12h. Transitaon fram end ❑f curb to existing pauing is
shawn (curb should nose dawn in 1211)
ck I xn tv3 .o/Aug93 6
ROAD PLANS (cont' d)
12i. A 4" -wide, white painted faglin.e at 12" from the
edge of paving is indicated (tagers or tangents)
12j. Are the curb grades abvve the cQUnty minimum af
0 .Sa"?
12k. If curb grades are belvw 0.8%, has a special nate
been added which requires a licensed land
surveyor to Veri,fy Chat the curb fozms are at the
carrect plan grade priQr ta construction?
13. NEW STREETS
13a. Daes the proposed alagnmsnt meet Spokane Cvunty
Standards?
vertiCal
slapes
uertical curve lengtYa
horizontal
curve radius
b intersectign separation
i
~ 150` an lvcal aCCess
i 300' an arterials
13b. The p].ans shraw the typical crvss sectaran for
streets
13c. L7oes the proposed street width match the Findings
and Order?
13d. The crQSS-section shows:
existing R/w
proposed R/W futuxe setaside
132. Does the typical section on the plans 2neet
Spokane Caunty Rnad Standards?
cross slope is shawn
cross slope is within standaxds
cross slvpe is correct when checked on prafile
13f. Curb type:
shown
proper type far the raad classification
meets Spekane County Road 5tandards £ar curbs
wi.thin the public right-vf-way
consistent with the curb type in the general
area
13g. Are the curb grades above the cDunty minimum Qf
D.Ba?
7
c1C12,Otv3.0fAug93
RdAD PLANS (cvnt' d)
13h. If eurb grades are below 0, 8°s, has a special note
been added which requires a licensed land
surveyor to `verify that the curb fvrms are at the
corxect plan grade prior to construction?
14. Has an "R" value test been ger£orrrned far each
sail groupa
14a. The gavement section is adequate for the R-value
and Traffic Index far the road type
15. Lvcations where water is intended to flow through
an inlet or curb cut are at the law point in
verti.cal curve
16. SIGNAGE FT•AN
16a. Stop signs are shown for all streets wha,ch
interseet an arterial. (Check with County Traffie
Engineer if there is a questivn)
15b. Street name signs are 5hown at all intersecting
streets
16C. Is there a need fnr barriers at the end af dead
end streets?
16d. Is there a need for other special signing? (Check
with the County Traffac Englineer)
17. Has the Fire DisCrict approved all proposed
private road turnarounds that are substandard
accQrding to our Spakane County Road Standards?
18. CU'RH RETURNS
18a. Are 8CR, MCR, and ECR stationslelevations an curb
returns shown
on the p],an?
in the profile?
18b. Are the curb return elevations correct?
18c. Is there positive drainage from the road
intersection to the MCR?
18d. Curb return radius meets County Standard minzmum
of 20' (to back of curb f or rolled/wedge curbs,
to face for vertical eurb face types)
18e. BCR, MCR, and ECR elevations are set to allow
drainage fram the centerl ine to the curbl ine
8
ekliuGV3 Q/Aug93
R❑AD PLANS (cant ` d)
18f. BCR, MCR, and ECR ele-vations are set sa that the
sugerelevation between the intersectirn and the
curbline is banked properly frar right-hand turns
into and ouC of the intersection raads {the xoad
slopes from the intersection down ta the
' f l,vwline }
18f. BCRf MCR, and ECR elevations at intersections
withaut stop sign cantral are set so that the
superelevatiora between the intersection and the
curbl ine does not exceed :(ref. AASHTO)
10% (flat C.errain)
8'°a (r'01l1T7g ter'ra1I7)
60 (m+vuntain4us terrain)
19. CUL-DE-SACS
19a. The cul-de-sac grades (tap of curb) meet caunty
cul-de-sac standards (1lk min.)
19h. The cul-de-sac curb is shown in prvfile
20. INTERSECTIQNS
20a. Do the intersecta.ons meet the 2% grade
requirements?
24b. Whee3chair rarnps are prvvided at intersections
rnrith sidewalks
20c, If there is achange of direction at the
wheelchair ramps, are the ramps oriented so that:
a 5' x5' pad is provided at the top of the ramp?
the required 51x5' landin3 zone at the bottom
of the ramp i. S located ins iti3e of a lsne drawn 1'
inside a line extended between the curb faces of
the adj oining street at interseetians?
any drainage structures are located autside of
the l.anding zane?
20d. The intersection horizontal sight distance
analysis shows that sight triangle encrvachment
on private prflperty i.s 2' or les s
21. Is there a need fflr slape ea5ements?
22. Is there a need for ervsion protectiQn?
9
ck11nCvS,O/Aug93
f
RVAPJ PlaLiLl S (C:C}n4 I d)
23. LRl VEflAir7
23a. Can a driveway slope of 896 or less be maintained
between the edge of paventent and the right-of-
uray?
23b. Can a driveway slape of 12% or less loe maintaineci
between the right-of-way and the building setback
line?
10
cklinCV3 OfAug93
DR.AINAGE PLANS
~ 1. Has a g].at map been submitteci whi,ch shows lot
dimensivns, street widths, stc.?
a. was a mag with a~ contvurs spot
~ elevatians submitted to properly determa,ne
i
; drainage basans?
~ 3. Were all existang drainage courses shawn?
~ 4. Were all C.he proppsed drainage courses showm?
5. Were Hydrologic calculations submiGted for each
basin? (Bawstri,ng if area s lp acres, SC5 TR-55
if area > 10 acres)
~ c7ffsite (50-yr storm if undevelvped, 10-yr
storm if developed)
J Onsite (10-yr storcn)
Q for entire area
Q for raads only
INFILTRATION P[7ND
Actual pvnd volums prvvided
I3ETENTI ON P DND
i Release to pipe system:
i ~ con°tain 50=yr develvped
release at 50-yr pre-developed
i ~ secandary overf low ta pipe in cantrol
~ stru,cture for 100-yr develnped
i
i emergency vverflow weir for 100-yr developed
i surnp prior CQ outlet tv Gflntral str-ucture
i / 1` min. f reeboard
grassed sid+es/floor for publicl.y-mainCained
i
i ponds
sprinkler system £ar publicly-maintained pands
~ Retained on site, no dryEaeIl:
i
i ~ contain 100-yr developed
emergency Qverflow far 100-yr developed
~
i
208 SWAIyES
~ 208 swale floar area, volume requirements
~ 208 swale f 1 oax area prravided
208 swale volume provided
11
ck3xntv3.0/Aug93
DRAINAGE PLANS (cr nt' d)
~ UNDERGROQND GRAVE.Lo GrA,Iv.LERIES
i
i ~
~ 1. .3 void ratio for gravel fxee space volume is
i
i used
i
i
6
~ 2. Perc rate from f ield test is used to develop
6
S OlltfZC7W rr'1te
I
I
I
3. 10-yr event volume is ccantained entirely
~ underground
i
0
s
~ 4. 100-yr event volume is cantained by a combinatiQn
~
~ af undergraund storage and above ground storage
~ up to S" depth
i
~
5. 100-yr event volume is contained by acombination
of underground storage and abave ground storage
~
~ exceeding 81" degth -
i
~ 5a. Soil mixture is specified far water depth in pand
i
~ exCEeC1iIlg 811
I
I r
i ~ 6. Entire gallery is wrapped in filter fabric
carrvEYArrCE
Cvnveyance -
pipes
ditches
gutter flQw depth is less than gutter height
.•''BaGkwater - pipes, ditches
✓`Headwater - cul.verts
~ Curb drop/curb i,nlets
on grade (f ig 16), sump (f ig 17)
Grates - sump (fig 15), cvntinuotas gra$e (f ig
16)
J/ Riprap - stone gradat i an ,pad dimens i ons
7. Soils type is "pre-approved" (Garrisvn, etc.,)
i far drywells without percnlation tests
8. DQes the draanage regart identify the SC5 sQil
graups far the preject area and for the propased
xoads to be built in the project area?
a ✓ 9. The drainage design maintains sheeC flow patterns
~ in natural watercourses
~
r
c
14. The drasnage design maintains existing sheet flow
~
i patterns without cancentrating flaws
12
ck1iotv3.0tAttg93
DRAINAGE FLANS (cont• d)
ii. DQes the eritire plat ].ie outside of designated
i
~ 100-year Flood Plain Area?
r
i ~
i
j 12. Daes the entire pl.at li,e putside ❑f Zoi~e "B" of
~ the designated Flaod PIain Area?
} 13. Is the max. street panding in any gart of a Zane
"B" less than 11?
~ 14. Dmes the plat contain apprapriate language
limitang the lowermost apening in a structure
located in a Zane "B" to not less than 1' above
the lowest rvad elevatian?
~ 15. The drainage concept is carnpatib].e with planning
cammission requirements.
~ 16. The difference between present and future flows
is retained an the site.
INLET5
I. The inlets shown are within the stream flow.
2. Inlets are shawn an the law side of a road vr at
the low point of a vertical cuxve
f 3. Curb tyge inlets are shown at sags and are
prcaper3.y sized.
Perimeter dres not include the side of the
grate against the curb face (all grate types).
Perimeter is divided by 2 fflr ca]..culatians
where no curb opening {'Iype 1} is provided.
Area = clear area ~ 2 for 'Iype 1 grates]
~ 4. There are no long curves with flat grades
which pvse a problem.
~ 5. The centerline road statinns, offsets, and invert
i
~ elevations far all inlets are shown on:
i
~ p3,ans
~ profile.
6. Grate type is shown on the plan and is
r acceptable. (Spokane County Standard in].ets in
county kt7w, on private property other inlet type
may be specified) ('Iype 1: D-2; Type 2: L7-4)
~ 7. Adetail drawing af the grate/curb installaGion
is shcawn ❑n the plans and incl.udes the 211
depressian and transitgons as per county
standards for grates that are locateci within
county ROW, vr referenced to SCRS std. detail D-8
13
ck3as[v3 C/fu1g93
DFtAINAGE PLANS (coat' d)
~ S. A curb cut detail is shown an the plans with the
nera caunty back drop with transitions and a2„
depressian for curb cuts inside county ROW, ar
referenced to SCRS std. detail B-15
~ 9. The plans shows acceptalale curb cut deC.ails and
grate details foar installations which l.ie withan
private road easements.
~ 10. If a.nlets are in a gravel road or a dirt ditch a
6' x6' A. C. apron is shown around the inlet.
~ 11. Catch basin ❑r special manhole details are shown
or a standard drawing is speCified.
~ 12. Critical low points in the drainage system have
been pravaded with overflvw easements.
208 SWALE SYSTEMS
1. Is the swale lQCated outside a future set aside
area? See Findings and Order for where setasides
are required.
f 2._ TYe swale- bottom and sides have sad or grass turf
specified.
~ 3. Swale side slapes do nat exceed a 3:1 side slope.
{A 2:1 sa.de slQpe is allowed if swal.e depth is
less than 1211 deep. Shauld only be allowed where
canstrained by obstacles} .
~ 4. If depth of water from battom to drywell rirn is
between 6 arid S inches, sQil mixture has been
specified which ineets Spokane County Guidelines.
~ J 5. I]rywell is:
~ located within 8£eet of the curb line, or
a mainteMance access route and easement are
i xaravided
6. DryweZl stationing is staggered from the inlet by
at least 4'
7. Multiple dryvaells are located mQre than 30'
(center-center) apart
14
ckiai3tv3 njAug91
lDRAINAGE Pi.ANS (cortt' d)
G ~ 8. 5cail type is appropriate fvr dx-ywells (perc rate
72",ihr)
if not:
9 Sa. overflaw fram a swa1-e at a lvw paint wi.l1 be
~
{ directed away frorn building gads by
an identified easement over improved grQUnd
an existing natural draina3e channel covered by
~ an easemenC.
i
~ 9. Drywell lacation does not conflict with
underground utilities _
✓ 1D. Drywell type is speca.fied.
~ 11. DrywelI grate type a.s specified (Type 3 Tstd.
detail I3-7 )
12. Dryraell grate elevation is :
~ below the invert at the curb inlet
between 6" and 8" abflve the swale floor
_ elevatian
13. Hoes the nate: "Wrap the drywell with a fa,l.ter
fabric (Amoco 4545 or e~ivalent)" apPear on the
plans?
~ 14. Swal.e flvor elevaCion is :
specified
~ between 6" and 8" belaw the drywell grate
elevation
at least 6" belaw the nvrmal gutter flowline at
~ the curb inlet for swale without adrywell
at least S" below C.he norrmal gutter flovaline at
tne curb inlet for swale with a drywell
~ 15. Svaaie floar
i dimens ivns are~ shvwn
minimum area is shown
the area matches the required area from the 208
calculatian for impervious areas.
~ 16. Easements for the 248:
are shown on the drainage plans
~ f ,are shawn on the subdivisian plat
are of adeqaate size to cvntain at least 6„
~ freebaard above the max. water surface elevation
s
for the design storm
are tied to the lot corners.
17. The sa,de of the swale that is the furthest
distance from the street should have a tcap of
swale elevation that is higher tihan the highest
water 7.eve1 af the swale.
15
ck1inev3.0laug93
DRAINAGE PLANS (cont' d)
~ 18. The invert at the curb iniet is at or abave the
max.water surface el.evation tor the design storm
~ 19. Filter tabric
~ is specified for the gravel envelape araund the
f ~ dryeaell
is specified between the drywell arad the gravel
i
~ envelape
~ installation specificatian is adequate.
i ~ 20. Irrzgation plan for County-maa,ntained 208 swales
~ Lot plans subma.tCed an
208 LOT PLANS
~ 1. Lat glans are required; submitted on
~ 2. The 208 lot plans shaw:
the Tot nurnber, black numaer, subdivisian name,
date drawn, s cal e, and narth arrow.
--v~ dirnensipns to lot corners
✓ drainage easements
,r setback requirements
~ swale fToor elevation
✓ swale floor dimensivns
rim elevation iE drywells are present
curb cut station, affset, invert and length
any drainage ditches
v shows depth from the top at the curh
an attached cross section of the swale ordatch
~ 3. Lcat p1ans have been stamped by a protessional
engineer on all pages
4. L,ot plans are of sufficient sca1e to maximize
the lot size to the 811"21" x 111' paper size.
(Drawings may be an plain wriite paper)
5. 208 1Qt plans were agprvved an
Ci7LVERTS AND PIPE SYSTEMS
1. The road culverts are at the 3aw points of stream
flow.
2. The headwater was calculated for culvert
entrances and is under 2 diameters for culverts
under 181' in diameter and 1.5 diameters far
culvert5 greater Chan 18'T.
3. There is a minimum of 12" of cover for aZl
culver'ts an.d storna sewer pipes
16
ck11aC+r3, pJAugJa
DRAINAGE PLANS (Ct7T1t' Cl)
4. The designer has provided a letter from the pipe
manufacturer certifying that the intended pipe as
suitable for cover less than 3' {AVC}, 2' (CMP,
RCP) ,I' (HIDPE/ADS) or the engin€er has provi.ded
trench details for upgraded pipe Jaedding far
these areas
5. The cninimum veloca,ty within the pipe system is
4feet per second at design flow in a backwater
coraditiQn. (Nate: The County Engineer may perrnit
lower velacities)
6. The backwater caleulatians show aminimum
freeboard of 0.15 feet for each eatch basin ar
enanha 1 e .
7. The minimum culvert and pipe slope is 0.5% and
all pipes meet ar exceed this standard.
8. All angle paints in the starm sewer system have
suitable access such as a manhole fQr cleaning.
9. At locatzcans where twa different pipe sizes enter
the same manhole the 0.8 diameter points of each
pipe are at the same elevatifln. (Nate : ExceQtion
allowed far drvp maaaholes)
10. Is there any dawnsizing vf pipes in a systems of
gipes that are 18" in diameter and srnaller,
11. There is adownsizing ❑f pipes in the amvunt af
3 " for a minimum vf 100 f eet in a pipe system
.
that contai.ns gipes that aver 18" in diarneter.
12. Al1 pipes in the pipe system are 12" and larger
as per Sgakane Cvunty Standards; (10" pipe that
is allowed for ceannection of inlets tv catch
basins Qr drywells, a.f the length does ncst exceed
44 LF and the velocity is at least 4 fps) .
13. Al1 stann sewer pipes are 1vcaCed a minimum af 5
feet from arear rar side property line and have
adequate easements for maintenance.
~ 14. Inlets on the same slope are lvcated so that the
i
~ maxsmum width caf spread for the gutter flaw does
~
~ not exceed 5' (from curb f ace f or Type "A" or
~
~ a" , f rom back of curb far Type "R" )
15. The p].ans and profiles show alJ culvert pipe
types, statians, affsets, lengths, and inverts
17
Fklaotu3.0FAug93
nRAIxAGE gLAaaS f cflnt• al
16. Pipe materials meet county standards for systems
that lie within county ROW, (Note: The type of
pipe in private systems may be as specified by
the design engineer)
17. The culverts shown are praperly stationed fram
centerline stationing.
18. Does the drainage system canfi.guratian avoid
conflicts with underground utilities?
19. Is there a need for energy dissipatiQn on any af
the culvert autlets shown an the plans?
20. I s there a need f or rzp rag around the culvert
outlet at any af the culverts as proposed on the
drainage plans.
21. The rip rap that is shown far the drainage plans
is adequate for the culverts where erosian is a
cancern and the erlgineer has submztted
acceptable rip rap deszgn calcu}.atinns.
22. Fipe anchars are shown fDr pipe grades greater
than 15%.
23. There are no irt.stances where water is trapped
against afi11 with no culvert shawn.
24. Profiles and crass sections are shown on the
plans for all prvposed channels and ditches.
25. I]itches with eroding velncaties have a proger
lzning for erQSion protecti.on.
25. Water will properly flow from an existTng or
gropased ditch can ta the pavement as prvpvsed vn
the drainage pl.ans.
27. Where the ditch pr❑file passes from cut tca fill
.
the f1,rw has ]aeen prvperly disposed rf.
cklaatvS O/Rug93 18
EASEME=S
~ I. Adequate drainage easements are shown for
maintenance of drainage ditches or pipe systems.
~ 2. There are easements graposed or existzng far
natural channels which cross the property.
f 3. An easement was provided where street dr~inage
.
vras diverted ont❑ private grogerty.
4. The perpetual maintenance of private systems has
properly been provided for.
f 5. The mai.ntenance af drainage systems within
Spokane County ROW has been praperlypravided
for. •
6, Apprapriate drainage language h'as been grovided
by the reuiewing engineer ta thd.surveyor and/or
engineer wha is involved with the platta.ng work.
7. Fre-existing drainage easements on this parcel
w are noC affected by this glat
~
' J
i 8. Overflaw easements are pxavided frorri swales/ponds
~ 1QCated in 1aw points
MI5 CELLANEC7IIS
1. QC check df review completed
(date) [inat. )
2. Band quantities fvr drainage ztem calculated
(date) (inir.)
3. Vertaical curve sight distance worksheets done
(date ) (init. )
4. Vertical curve geoTnetry warksheets aane
(date) (init, )
5. Drainage volume worksheets d❑ne
[date ] (ini.t, )
6. St.amped rvad mylars to Permit Tech.
(Sylvia/5uzanne)
7. Stamped lvt plans to Admin. Asst. (5andy)
Ck1a.etv3 . 6/Aasg93 19
HAHN ENGINEERING, INC. A .'~~A A^
= '
N. 8623 Division Street Suite B,, =
,SPOKANE, WA 99208 3 R E---C E I V E 0 ; IETTER
(509) 467-1550 JUL 2 8 1994 DATE _ Z? 1-2_fil
TO SPOMNE COUNTY ENGINEER,,'us,,ECT
- - - ,
3)_
> ~
wi ux _._..A_~1..d...._v-fu._?o____.
abo m
.
Jhi-~!~.1~
._IVE ~
._._.W--
- SFOKANE CpUP7TYr'
❑ Please Repty E] No Aeply Necessary
SIGNED ~ 10%post~onsume'
~pntent • \
PROOUCT M3 Q Ne., GroMn, Mass 07471 To Order PHONE TOII FREE t r BW-2154M80 40% P
U~1
110 322 95' tpt
~ 152 95` y
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GRAJS ~ECp FR[7VIDE F'RE5K CLEpN. HCW^CRdIP SEED CqaPLYING v1TH FGLERnt7CE FOP
p`tRl7Y RH6 GERHiNAT1pN E57AELYSFED BY [IFFiC1RL SEEb AMALY5IS OF' NOFtTlf AHER7Cr .
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20 FE'CCMT CLKA PERENMIAL Rr[ 20 P{PLEH7 pURAR HlWA FESCUE r
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GRASS SEED. 9d LHS PER AGRC r~O~f rtiLL
FcR7ILIZER~ 36-16-15 TIMED RELEASE L13HPOS[71➢H. 300 LBS PER ACRE
ALL SEEflIN:, pF 5LdPCS SHALL BE 0UNE SN AGLORDAHCE V1TH 7HE 4SDA.r F491 SyAn'raRp '
SPE-1rFCA71ZN5 SECTF[1N 8-01 L4147RaCTIIR 7Q IRRSGATE SEEOED nREaS UNTIL SEED r,4S e ;
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dNDIVIDGAL LOT PLAN ~
N. 0623 B DIvIszaN
~14ACT „A°r Sprakane, 4Ya. 992~18 .
(509] 467-1550 FAX (509) 487-8169 A
FJ' FiAWN u_ JOL IDATE 7,/ 15/94 ~
~ CHECKED 8Y: JGL I PRL]JECT ND
~
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~ 152 92' w -
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