SP-904
,
. SP<JKANE COUNTY i ~ANNINV
PRELIMTNARY 5~~~~ ~~LAT APPLICAT1ON
PACt I I
A. r<,~~~~AI-ILNFORMATrON, ,
NnME OF APPLzcANT~~~~ENTA-n'VE . ~/a r r e A
MA TLU1FGADf7P.F S.. I 7;S 02 E.
CzTY~ 6r,~,dp 14~Yel'S sTK IE: jLa . zIP 996I ~
PHDNE: (wQrk) (hamr-) ~2 G-01 p 3
IF APl'T..TCAN'I' IS NC]T {3WNE£t, INCLL7Dk. WRITTEN OWNER ALl7'HC31RIZATIC}N
F'C]R AP1'I.ICANI' 7'C} SEkVE AS REi'hESF?NTA`d'IVE.
I..ECrAL OWNER'S NAI1+FIE: },~5~~".4tin•~ fJ, vl1~CIvfCls'S PHONE:
M AII.iNC A 1JT7RES 5 . ;,,,5, 7 2 , S'. I -5"'r9 -F7- S
L4-~A/nl f CrJJ/4 . 4?u V Y
PRQ3ECT/PRQPC1SAL SITE ARLA (aCres ar Sq fE) .2, c- ra ES A55ESSC?R PARCEi.. #S OF PROJECT{PROPaSAL -~T-sv 7 3. 113e7 JI❑}ACEN'[" A12EA [7WNEJ7 OR C(]N1'RO[.L.CD {acres Qr S(L Cl) N"
A55E5SaR PA.RCEL #f'S OF AT]JACENT AREA OWNED QR CQNTROLLE[7
N 14
STR.EE']" AZ7DRESS OF PRf?PC]sAL ) 71., ry 2_ E~ 1 ,a d~ra " -
EXIS'C[NG ZC)NE CLA55IFICA`IIQN(S) (DA7'E r-S'FAHLISHED) ".ep -7•.S'
EXISTINNC:r L15E OF PRC3PERT1° -5,j~L c T~ ~~L y 4;t,r1E~l /•tl~
Cf]MPREHF-NSIVE PI.A.1'd CA'TEGOAY !.(C L711A1
SCF-fDOL DfSTRICT CF-4.rT"2 e) L Vto LL Ey
;FIRE T]ISTRTC'r -4 1 WfaTER PURVEYC?R (701+sSa ~LIA+9 Te-D
PRClP05 E[] USE OF PRC3AF-RTY
Skngle family dwellings I]uplcxes Multifarnily dwellangs
Manufactured hames ( } Busincss [ ] industrial ( ) Mixed Use { ) -
Oaier ( ) - Deseribe: LZST PREw3OU5 PLAN1kCING DEPARTMENT AMdNS INVOLVIING THdS PROPF-RTY:
B . LL' g L 1NFOYMA71'10~!L- LOCAT1ON OF YFZOP[7SAL;
SECTIQN ~ TOWN'SHLP -2 J- RANGE Y 5- ~ lLf I~
N'AME OF PCTBLIC ROAD(S) PRC}VII]TNG ACCESS 0 ~-1 C(
;
WID'd`H OF PFtOPERTY FRC?N7'ING ON PUBLTC RCJAD I G
_ DZJES TF-E FROPQSAI. HAVE ACCESS TO AN ARTF-RIAL QA P£.AI*INEI7 ARTERTt11.L YE5 (Wf NO
NAME(S) OF ARTERIAL ROAI]S
S P 904 93,
a
'
PRELIMINARY SHC]RT PLAT APPLICATION Page 2 af 4
I.EGAL I]ESCRIPTIQN OF PROPF-RTY (Actach legal d"criplion stamprti by Land Survey+ar). INCLU'L3E
L.EGAL DESCRFPTIQN FOR Etd'f"T!?E AREA'TD BE SUBQIVI[]ED mN ]PRELIMiNARY 5HC7RT PI.AT.
Th~tf. 1(,6 ~f n~ tA~E Il;z of I31odt ;Z7 ~r~r, cc cY'P5 ~rr~ go?~, ors 1~'St~
Y
"hl " ~ x C ~ , f'F . . 1 H S~ r.. lj Tl3-IV YS-04(1q d ~ "r."Wa'
TF YO[.1 DC7 iVOT" HOI.I7 TITI...E TO PROPF-R7'Y, W I iAT IS YQUR TN7ERE5T IN IT?
;'t t k C 41 A5 5 I A1 ~'J' `7`h1 i~" -7-e,r
C. JERr U~~`a►~~ sr-i~~~~ ~~LAI' GENE~~AL aNF~~Rivra~~rrorvi -
rdvMBER OF LQTS: GR05S AREA: A .
TYPICAL I,aT 5IZE A AROPOSEI] NET DENSTTY*.
SMAL.LEST LOT SLZE: 0 `I O . MWIM[TiM FRQNTFIGE: PR'J?'C..'SE3) SOLTRCE OF W ATER•
€ndividuai wefls Public systam Privatc Commaraity 5ystem
Other ( ) - Describe:
PRQPOSED MEANs OF sEWAGE DrsPOsAz.
Fublic sewer ( ) Community system Septic tank and dtainfield (k}" .
Doublc Plumbing ( } dJry 5cwcr { } Oiher ( )
L'3escribe:
;
U'TII..ITY CONPAN'IE5 AN'T71QR DISTRICTS TC3 PROVII7E SERVICE TD THIS PRC?PaSA.: , Electricity: ! u~.~ Sewer. 29 rza, r
Gas: Ah-o~p-- Water. Cn:, r4i+c]aterf Phonc: tJ ;
UO YOL1. OR THF OVWNE-FL 3N '1"E-iE EVE-NT YC?U DC] NrJ'E' OWN THTS PROPERTY, HAVE ,yNY
PLANS FOR FC7'I-URE ADUTTkUNS, EXk'ANSTC7NS GR FU~ti T~`ER ACTTVITY RLLAT113D TU'I7ST5
PRC3PO5AL? Yss N❑ (vl IF SrES, E3PLAlN:
x? , PREUMJHARY 5HrC3RT FLAT IMPRfIVEMENT INFC)RMATI~N
LE4'EL OF STREET IMPROVEM£NTS PROPQSED. F'r'iVate rat ( ~ r~rads
Publie roatls { } Art~nal roads T ~ } ( '1
1"3E5CFt.1$E ANY COMBINATIDN OF N~OVE:
ESTIt+iIATED TIME PERSDD EXAECTED FC7R CGMPLETE DEVELOPMENT OF THE S'{.IBDIVISZ47N: f YF . •
rs PxAsING OF THE FINaLIzATIOr~ OF rHE s14aRT Pz..AT pROPOsED? xes t} rro (y'
IF YES, 5F-IGW PHASING ON'I'HE PRELIMINARY SHC3R'f PLAT NfAP.
IS F]EUICATIC7N OF I...ANT7 FQRPUBLTC U5E CONTEMPLATFD (Parks, school5, etc Ye5 No ("y
IF YES, DESCFtI$E:
. ~ NF-'I" DENSTTY IS '(IFdTTS OR LO75 PER ACRF MTNllS pF:NA"M ANT.71OR PUBLIC R(]Al7 AREA,'
,
904
l
.
r ' PRELIMINARY SH4RT PLA'I' APPLdCATION Fage 3 af 4
. PAItT ZZ r
THIS SEC'TICJN C7F T'HE APPLICATION WIL.L PIR.O`JIDr- THE PLANN1NG I]1EP11~R'I'IvtEN`I' STAFF WTTH
WRITTEt+i VERIFICA"3TON THAT TfiE APPLSCA.N"I' I-IA5 Hftl] PRELIiviINAFtY CC7I+I5LFL."TA`l IQN WITH THE
pGENCT.ES IDENTMMD RESLFLTS QF THE PRELIMiNARY CQNSULTATTON 5HAI.L. BE INCORFC7RATED
W THE PRUP(75AL BEFORE FINAL SL1BMITTAI. TQ TRE k'LANNING L]EPAR'I`MT-NT. FIRE MARSHALLIFI.RE DIS7'RIC"I' -
A. THIS PRC}POSAL IS WITHIN FIRE PFCOT~~
T3 A,.1~EQTJATE A~~LNGEIv~EI~IT'S {HAV~ AVE NC]'T'$EEN MADE TC? MEET OLTk NEF-DS
TN PRDYIDING FOR AN A17EQIJA7E WATF-R SYSTEM ANI] FACLLITCES FOR FTRE
PRL?7'ECTION YU4ZPOSES. •
u. RECQMME'-[DEI7 FiRIE FLC7W. ❑R UNA$LE T(7 CALCUL.ATE NC]W
SECALISE USE IS NC)T Y]E FitSTI`f`IVE, AND WILL BF_ DETERMINED A`1" BvILDING PERNiIT ,
APPLICATION TTME.
D. REQUDZEMENTS :NCLUbE. ~~~ITla•V'~-!~ ~~/!)f`~-.£~ .r~ ~ ~F.t7r=~.f1 rt
FIRE QISTRSCT y ~IQKA7`UREC11TLE 17A'TE
WATER PURVEYOR
A. SATISFACTORY ARAANGEMENTS F - IC WA`iER AND FIRE FLOW
REQUIKE]vfEMTS (HAVE) IfAVE N4T) BEEN MAT]E.
I3. REQ[.lI.REM.ENTSICDMMEN'T'S.
v
rc'-
I93
WATER DZSTRICT SxGNATLrRP-IFrTLE DATF, .
COLINTY ENGINFER ,
APREL[MINARY TJISCUSS[ON HA5 TAKEN PL~lCE MIl~ GE~JERAL PEQUIRF_MEN'1'S FOR R[JAI]S
I~NI2'~I~ArTfAGE RA~'~'. Fi.N.Ei~ D15l:USSEIS +~''i."-z AP,LI~,~N'I' ~ .
A. CC?MMF'~[TS: SA'sla ~J I ~ C
f'.S
G'
51.rPRATI TLE DATE
I J ) ,
COUiVT7c' UTx IT E5
A PRELIMINARY bI5CLI55IC1N HA,5 TAKEN JPLACE ANI7 GENERAL RF-QLTIREMENTS FOR
SUBMIT'I'AL OF THIS PR(3T'C)SAL ,{.IA._V_E) (T•i'AVE N[7T) SEEN SATISFIET3 TT-LE DE51GNA'T"ED
WATF-I7 PURVEY(7R FOR THIS SITE IS
A. COMMF'NT5'
~ STGNAtUREITITLE L7ATE
HEALTH DISTRTCT .
A PRELIMIIVARY DISCUSSION HAS TAKEN P - Y ~tAL RE[~UIRF~N~BI~T'S F~]R _
SUSMITTAL C7F°THTS PRQk'CJS~11. {.EiA~°~.` "(~sr~V-. i:CT} ~EE.'~1 SA?'ISFL~D ° r
A. CC]MM~NT~~~~~~,~r! :r"~'G~'~~
.F~i . ~r ! '
- SIGNATUREIII'TLE 37A`F't
v
SEWER PTJRVEYC}Ft
A PFtELIMNAAY 17TSCU5SYDN HftS TAKEN PLACE ANT7 GENEELAL REQUIREMENTS FOR THF,
PROViSTON OF PUBLIC SEWF-A ARE UNQERST0OI3 BY THE APPLICAIVT. '
A. CQMIvfENTS.
' ~~~~•'f~-: ~ ...-,.z~1~d I ~
j~ STGi+ATi-&F..m'TLE DATE
~l
' ~ P 904 -93.
i: - _ _
FRELTMrNAR`k' SFiOR,T PLAT APPLICA'SIC3N Page 4 of 4
PA R'T' ITZ
Gs v. o(j.~ sUxV~~~~ ~ERIFIcATTQN • •
s LICENSED LANI) SURVEYOR. HA O~ T HAYE ~ ~PREPARED ',B~` ~ ,
E 5CR]~ON AND PP.ELIIvfN~.R''k` 5
T]ND s SIC}N IN ACCOkL3ANCE WITF-[ 7iE REQUTREMENC'S 0F THE SPC)K.ANE CCJUNT
i$ GT_TT3..ATfC)NS AN~"J T'H'E LAWS OF THE STA1E OF WASHiNGTQN.
tT60~
DA'iE•
s . . . .
RESS: PHONE:
EXPIRE~
~°J- rrc~~~: r•c~rf . ZIP:
pART IV '
(SIGNA'TLTRE OF PRQPERTY OWNF-RS C]R LE7MR 0F AL]'f'HURiZATIVN)
~
I, fT-IE [7NT.]ERSIGNED, iWEAR OK AFFIRM UNL3ER 1'ENALTY OF PEIZTURY THATTHE ABOVE
RESPONSES ARE MADE TRU7HFULL.Y ANTJ `fi'D `IHE AE5T OF MY KNUWLEDGE.
T FURTHF-R SWEAR OR AFFTRM TH'AT T AM THE C7WNER OF RECORD OF THE AAEA PROPC75EQ
FOR THE PREV'IOC]SLY XDENTIFTCd LANT7 USE AC7`IQN, flR, LF NQ'f THE DW1YER, ATTACHED
_ HEREWiTH I5 WRIT'xEN PBRMIS5IQN FRUM THE OWNER AUTHORI?',CNG MY AC`S'TOIdS C7N HTS/HER
BE14E1TvF.
S IC`iNED: TaATE: ' , . '
EwDRE~~~ 5..3~. ~ I..S~FHar~.: ~3~-
Zrn:
1
srA°~ OF wASHrNGrQrr
C+C]I]N'l"Y OF SPOKANF,
S WORN GR AFFaMF-U BEFORE ME ON S DAY OF
SIGN-Eti ANU
~~C~,t.-~`-c:•~ , 1993, B7C
x~,...~~►oil
~ ~ 1 9
. ,,,i~~~•~~~~~~ .
r ~ ~A~•Y~rS rt ' ~ ; ~ r QL'_:NDA iC. W1DDOVt1S
fT-AbrB~_~br Notary Pu61ic inand fcar the 5late af Wash'sngton
Residing at•
r4ittAVV4$I'~~~~ ~ ~i~+ appoi~yt,~.ct~t ~:xpiras•
k'ART V
(ra BF, CoMPLETEn BY THE Pz..a.NrrIN~ ~~~~~N-1)
DATE ACLSEF'"C"ED: BY°
TC]TAL. JFEES: I~ 00 0 t^ cl RECE= C 9 vs t.
FII.E ~Y-" - 904-~ ~ 9-3
s r
'
904
-
SPOKANE COUNTY PLANNING
P.11~ELIMINAR1 SHORT .C LAT APPLICtlTlON
PART I
A. GENERAT., INECJRMATI()& , - - ' -
NAIvLE OF AI'P'LTCANTIREPRESENTA`HYE." MAIL,ING ADI3RE55: _"~~~_...y- • _ , u -
CITY: 5TATE: ZIP:
PHC]ME: (work) (home)
IF AI'PLICAN'T IS N[}°I' CIWNER, INC[,UDE WAZT"C'EN OWNER A[1THORTZATx❑N
FL]R APi'LICANT '['O SLRVE A5 REF'FESENTAeTi TVE.
LEGAL C?WNER.'SNAME: )oSEt'&vF N, 1V0rZY1C1S5 PHC3NE:
MazLINc AaDREsS: 7 2 , 5-. rs" sr. S,4_,~IAv ys►n,c . wA
PItOJECMRDk'OS AL. Si"T'E AREA (acres or sq. ft) 2• q 14, a _5 ASSESSaR FA1tCEL #5 OF PRQ7ECI'IPROPC35AL 5577 7~. 1 ~ 3r] AC)7ACENT AREA C3WNED OR COI*1TZi7LLED (acre5 or sq. fe.) N'$
ASSE55C3R PARGEL #'S OF ADJACENT AREA C3WNED OR CaNTRfJLLED ' N'A
S iREET AI7I)RESS OF PRUPC]SAL - • ' ' - ' ' . - , . . ~
EXIS'I7NG t GNE CLASSYF9[CATTUN(S){DATE ESTASLISHPIJ) l•~Q - ~S
EXISTING []SE OF PFt+OFER'TY .5,•`^rL c- F~ ~r~c. sr ~L Ia/~
COMPFtEI-1EId5IVE Pk..AN CA'TEGDRY aloefTI1A) '
SCHt]ULD15TRiGT ~1r/~A G !/►~LL.L~'~
. . ,
FIF{E DISTRICT ~ WATER PURVEYOR CGVV10 4-► A 4
PR{)P45EI7 USE OF PKOPEFtTY: .
Single Farrrily dweIlings {✓f I]uplexes(} MuItifarniiy dweflings
ManuCactured bornes ( } Business ( ) industria] ( } Mixed []se { )
Q[hes ( ) - Describe: ,
LISTPkEVIDCIS YLANMNG llEPARTMENT AMDN'S INVULVING THIS PRC]PERTY:
B. r. . 3AL-INJEoRMAT~nNI
LOCATICIN OF PR+DPDSAZ,:
SECTION / Ti3WNSHIP S RANGE 6- W M
NAN1E OF Pd_T$L,TC AOAt?(S) PROVIDING ACGESS:
WIDTH OF PACjF'F-dZTY FRC)NTING QN PUBLIG RaAD: I G G ~i~
UQES THE F'RC]PUSAL HAV]E AGCESS TC3 AN ARTERIAL OR PLANNEL7 AR'I`ERTAL YES {O~N{J
NANZE[S] OF ARTERIAIs., ROAUS
~ , .
~ RELIi~INARY SHC3R.T PLA.T APPLICATIUN Page 3 af 4
k'ART 11
THIS SECTIC3N UF THE AF'PLIGA'TIQi'd WILL PROVII7E THE PL.ANNiNG QEPAR'I'MF-NT STAFF WITH
WRITTEN VERIFSCATIC]N THAT 1'HE API'LTCANT HAS HAU PRELIMINARY C(7tVSUT.,TATIUI+T WITIi TH£
AGENCIES IDEIV1IFMD. RESULTS OF THE PRELIMINARY CONS[JLTATION SHALL BE 1NGQRP(7RATEA
TN THE PI$!DPOSAL BEFgRE FIINAL SUBMITI'AL TC?'1'RE PLANNING DfiPARTMENT. .
FTRE MARSHALL1~IRE DkSTRACT
A. THIS PRC)FgSAL IS WITHTN FLRE PROTE o, ~4
T3. AL}EQUATE ARRAIVGHIv1EN1'S {HAV (H VE NOT BEEN MADE TCl MEfi'I' ClUft 3VEEI]S
IN PRUVIL)ING FOR AN Al?EQUATE WA'I'ER SYSTEM AND FAGII,TTIES FaR FFR.E
PRC.I"1EG"I'IC3N PURYQSF-S,
C. RECC3MMENDED FM FT.DW: ~/Oco
; OR LfNABLE TO CALCULA'TE NOV4! _
..---.n •
BECAUSE USE ZS Ni7T UEFIM'FIVE; AND WILL T~E DETERMMI3 AT BUIL.DING PERhIIT '
APPLICATTdN TiME.
D. FLECZUIRF-MENTS TNCLUQE: w~7
2- v- -~'i 1
FtRE DISTRICT ~ I AT'U3tE/T~T'L.E DATE
WATER PURVEYQR
A. 5ATiSFACTORY ARRANGEMENTJHAVE C WATER Al~D FIRE lii.C7W ~ZEC~UIREhfE~ITS (HAVE) ~IQT) BEEfi~ HIAi7EB. I2.EQ~]IRE1viEi~'TSJCQT~hMN''S: 1
febb-3 .
WA'I'ER DISTRIGT SZGI~ATCTR~II'I1LE I?I#TF,
GOUNTY ENGINELR
A PRELIMINARY DISCU55DON HAS TAKEN PLAC AN17 GENERAL. AEQUIREMENTS FOR R(]AI3S
AND I7RATNAGE HA'VE BEEA1 DISCiT5SE3? ~'r'l:~ • A~'Pi.TC~TI'
A. Ca3vfMEi'~TS: ~ir G ~ eI
~ v~1 / " ~ f~!'~ G` d L~ ~ /tir~ h •
a~/ ~ ~s ~I►~Nrg ~ ~o \j ~
I ss ~ nATE
CC1VNTY LI,TI IT ES '
A PRELIMINARY DTSCUSSIflN HAS TAKEN PLACE AND GENERAL REQUTIZEMENI'S F()R
SllBMTTZ'AT, [7F THIS F'FtC]PQSAL. ,-(HAY-E) (HA'1+" , C)T) BEEN SAT'TSFIED. TNE 17E5TGI~ATEI]
1~+`.~TER PCJR'V'EYC~R FOR THI5 sI'i'E IS ~n, r..;~
A. Ct)MMENTS:
;r~.-,~c-~ ~ ,c,y,.s,'(,~ f~~~ t
5I'('NAt.7RElTrTLF, DATE
HEA.LTH DISTRIGT '
A PRELIMINARY DISCUSSIC3N HAS TAk"EN P + 1ZAL REQUjRF,0,NMN'TS FOR .
SUBMITFAL C3F THIS PRDYC3SAL (HAYE AYE IYUT) BEEN SATISFIEI7. A. C(7MMFNT
SIGNATUREfI'lTLE E]A"I'P_
~ -
SEWER I'UR"VEYQR A PRELIlvIWAdiX DISCUSSION f3AS TAKEN PLACE AND GENERAL REQI1TkEMENT5 FC7R THE
PRClVISION aF PLISLIC 5EWlcR ARE CINDERSTC7OD EY `IHE APPLICANT. - -
A. COMMENTS: .n
-
SIGi iA~F.JI"ITLE, Dfl,TE
~
. . ~
SIL' C] I< /+4 N iZE, tJ 1N -1'" Y
I_r
OrrfCP C7F'TFfF, CC7UN'I'Y RNGfNFtrR ~ 11 DfVfSTC7N[]F'71iE PUBT,iC WURKS DF,PARTMENT
Roxiald C. 11tiriaeann, I' E,CtstniCy Engiiircr i?etinis Nf ScnElM 3' F, T7irertvr
AGRrEMEN°r rrO PAY FEEs
ENGINEER'S AGREEMENT NQ.IMBER (I 7d 7
~
This agreement between Spakaiie Cnunty and f-~ €y "~,~p
(n-arne nj7pers(1IF) ~ •
whose interes(ir7 llie project is rAi:c'm-
(t.e-nwuer, agern, erc.) ,
is etitered into this 21 day oF 19 ~.'T➢iis agreemenC is applicable to the prufecC
known as:
~rr~ e~ r f Te s a lensint~ e ls=ii cr} ~
That llie iridividuals an~ parties natnecl hereiti as havirYg an irrterest in ttte abtave described pro~erEy or praject
agree kn the foll'awing.
1. Reiniburse 5pokane Coutity fvr project reuiew and inspection fees as specified in Ciiapter
9.14 of the Spokarre Cvunty Code. The fees wilE be 6aseel orx ac:tua1 saiasry eosts incurred
hy Spokane County fcar project reviews and 1 ar inspectaons plus a ten percent
acfm:iiistrative charge, arid will be billed nzontPify as accrued. 11i9y bECling atnouni,.s dLre,
iticluding any expeiises i~~cua-red in The cnlleciirsn of an owerdue account, cnust be paid
prror to the Coi2nty's acceptance nf tlie prcaject For ffling. If a project is approved andlor
fiied witli a balance stifl aawing, the utipaid balatice shall he paid vritflin 30 da.ys of the
aiivaice date.
2. `I'6ic tirtdersigne[I agrees that fltese fees are due aQUT pryyable upori receipt of tlle hill'ing as
specirterl abvve.
3. Aaiy iriuoices nvt paid vuif}ii" 34 days of fhe invc,ice date wiIF he carasidered deaiaiqtlenk.
If any outstanaing 6alance ❑n the aecotRnC FQr this project is nac paFd within 30 days af
the inWOrce date, no furtlaer reviews aF ca~e project dacurrscrxts wilD be cariducted urakil (}ie
entire accnurat halance is paid Any balance ❑n the accaurzt for tltis prQfect not pnid
witilin 65 days of the invoice date r~iay resiift in 1egak acticrxi ar the tiliitiatia" af ntlier
caalRectiora procedures, inc1'uding referral io a cvllectioti agency. `I'iie Spansor will' be
liable for any and alt expeAises rncurred by the Caunty for (lie coIleGtican flF vvecdLce
2CCCf3u11'k5
4. 7'!ae mo:atli3y billiiig sliou7cT be sent tea the atdenlion caf:
NAME: 0 s-•
AD1DItESS:
C1TY, STATE: k...~ ~ ~
~ F r
ZIP CV DC:
L` RLJ! Y,L.: 47
I understand that failure to pay tliese fees may restrlt in derviy in cnnnpietron or appraval nF the prvject Qr otFier
poss'rble sanctioiis. .
❑ If thes fee agreernent is catnpleted by sonTeQne otlier than the sptansoc (s e, tpte project
owner or a principal in the firaii spvrisoririg the prvjecc), :such as the Engineer designilig
t}ie praject, ttten written auiliQrizaticrn From the Sponscrr speeiricaNly autltiorizBaag the
Agent tu exectite tliis Fee Agreement is attaclicd to t}a9s Fee AgreetTnent.
SIGNATURF 13y:/ r'~
/4" ~r ~ ~i.~ ~ , .y _ ~
ti.-~ , J~~'~,~- ~ ~ ~ f
{PRI[VT NA1ML~j
RETFJ'RN YELLOW COFY TO STUKANE CO'UNTY ENGINECRS
ktplflagreemen fee 211145
1026YV i3rsaadvvay AVe. •Spctikane, tiVII']97GL]-O] 70 • (509)4563600 f AX (509)374-;3478 "1'[)D• (aU9)37_4-3f Cif
1
\
~Q7.9
PT Date 19
Reces►red Frvm~ ~~LD ~ ~ -
AddresF Doilars $2-00,
ACC[7WT I HOW PAID
cau°r~r CA-IM
~
I , f
MT PAID 17-1)0 cHECc
p ~
A
aAiANCE CMONEY R ER I ~ aV
UVE
~ 3KSi1B RMXVCM
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f La . ~ ~1
_ T7li! NQS[ I8
~ - fDRALL CC LgGACTEMO[R
BTS flfBiJC MI! WlIYAYE
L,d7680494 A ,
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S F C] IC A N a G C> Ld1 N °r -e-
OFF[CE C}F TH& C[7UN`['Y ENC[fVEE6T • A D1V151(7N OF TH$ PUBLIC WORKS DE!'ARTMEM'
Rvnald C. Hannann, P.E,Cvunty Engineer Dennis M. SEatt, 1'•E•, Direckvr
REVIEW CC]MMENT5
T{3: Jim Preble, P.E. - Preble Engineering
FROfifl: Chris 'Reich - Engineering Development Seruices
SLlBJECT: Short Plat 880 arad 904, ~oia-m'yTTA-L-
DATE: March 1995 •
A review af the road and drainage plans fvr the above re$erenced project has been
accarnplished. The list below is a summary af the iterns that need to be addressed. Plsase
. refer #v the enclosed plans marked "Original" for cvmplete comments.
Cnrhin ILane - Plan and Profile
1. Please revise aradlor add the standard plan notes as showr, an the attached
sheet. These are standard notes and wi[1 be asked on all future stabmittals
so you may war►t to keep these for your reference.
2. The rvad name chasen wiCl he approaed Chraugh Daue Berto`s reView of the
piat. Please be aware this name may c'hange.
3. ACCOrding to the revised preliminary p1at, the private road wilf he located entirely
on SP 904 except for the turn-around. Please indicate the property fine on the
plans. 1
4. Please praVide astationing equation for the location of the priwate road. For
exarnpke, s}aow the tlistarrce from the intersection of TschirRey and Indiana.
5. The 10' easemer►t and pond easement need to be proVided separately ar the
two plats nee i t❑ fi1e togetFrer.
6. Your pCans show a 30' easement across a Io^t ❑f Plat "A`° Greerracres
IrrigaCion DistrECt Block 27. Please provide dveur'nentatiorr af this easement or
file a separate easerrtent.
7. You may want t❑ maWe the drywefls clvser to the EP fnr cnaintenance and
cleaning purpases.
8. Please show the 10' RfW dedicatian for SP 904 alang Indiana A►renue.
9. A stop sign is nmt required nQr is i8 wanted at the intersection with Indiana. The
County pQlicy is to instal6 sCop signs at intersections invvlving arterial rvads and
where otherwise warranted.
10. Prc+vide in#prmationar capies vf the existing and proposed utility plans.
11. The slvpe shown between 5TA 1+00 and 5TA 3+00 is not correct. Please
chreck and reVise.
1026 W Brvaeiyvay Ave. • Spflkane, [MA 99760-0170 •(509) 456-3600 FAX. (509) 324-3478 I'DD (509) 324-31 GG
Page 2 ❑f 2
5P 880 and SP 904 -Review #1
12. Please reVise the rvad cross-section as fo1[orrvs:
a. Label the Eimits as "Prvperiy Line°" and "Easement" to
clarify the baundaries.
b. 6" of GSBC is required as a Gounty min€rnum
13. The back of the swafe shauld be 4.2' (min} higher than the lowest EP
elevativn. This will also result in increasing the easernent to accommfldate
the added width needed for the backslape.
Drainaae Plan and Reaort
14. Pian needs to be stamped by engineer.
15. Lvng Fioad is approximately 630' east of the corner shown. Please see
the enclosed rnap.
76. Indicate the 10' RIW dedication an the plan.
17. PrQvide euirience n# the 30' easement vn the parcel to the nvrth of SP 880.
18, lndicate the property fine of SP 904 to uerify the road is wiChin the pCat.
19. 5how the pvnd easements an the plan.
20. The two ponds are not sized properFy. Accarding to my calculations the ponds
need to be larger andlar additionaf drywells need to be provided. Please revise.
21. The back of the swale shou@d be 0.2' (mrn) hi+gher than the eowest EP
eievatiarr. This vvill alsQ result in increasing the easement to accnmmodate
the added width needed for fihe backslope.
22. Please coordinate the typical porrd sectican with the one shown on the road
plans.
23. FieVise the rvad section as stated above.
24. The narrati►re portion vn page one of the report needs revisians.
25. TFae areas provided for 8asin A do nvt acfd up tv 3.07 ac. as you indicate.
Please revise one crr the other.
26. The number of dwelling units should be three, therefvre the 'DlJ1AC is 2.11.
This will not affect thQ caAculatians since it still fa11s within the range chosen.
27. The areas prouided for Basin B do nat add up tv 1.72 ae as you indicate. Please
revise one or the other,
28. Thg numher of dweBEing units is Qrte, therefvre the ❑UIRC is 1.45. For a
cambined Basin A and 8, the DUlAC. shauld be 412.1 1=1.9fl. This wial nat
change the calc`s.
29. When determining the vvlu me of the pand, you raeed tta pr ouide at least 0.5' of
freeboard. Yau may alsa include storage in the sideslopes,
30. Far Basin C, the vffsite area to 4he north has twv dwe6lings, therefore you
should inclucie this with your calculatiorrs for prvperty lots.
31. The Bowstring calculations are nvt correct p1ease see the enclosed caac's far
details. NDTE: The slape for averland filow needs ta be entered as a decimal
nvt percent.
Please make the ngces5ary revisions arrd s+abmit revised road and drainage plans ta this vffice
fiar reuiew. Return the encivsed pfans and report marked "Original" with your next subrniittal.
If yvu haVe any questyons, fee1 free ta ca16.
Jan 27,1995
' RECEIVED `
Spokane Cvumty
1026 W. B roadw ay JA~ 2 7 1995
5pokaaae, WA. 99260
ATTN : Wi 1 1 iam Hemmi ings , P. E. SFO~A~~ COUNTY EHGINM l
RE; R-Ridge Cvrpcrrat ian
Short P1ats # SP 880 -93 & 5P 904-93
Dear Bi I Y ,
EnclQSed are the draanage repcart, drainage calculations and
road design forr your review and apPrnval. fihe plan wi11 be
signed off by the proper personne1 when preliminary approrral
has been granted. T'lease contact me at 455-6270 wi th any ques f iens and/or camments.
Sincerely,
~r
James W. Preb1 e, P.E.
enc. 2 capies design glans
BOWSTRING METHOD (FIFTY YEAR STORM OESIGN) PROJECT• SP 904 TIME OF CONCENTRATION (minutes)
DETENTION BASIN DESIGN BASIN: Pond 1
REVIEWER: C. Reich Tc (oveAand) Tc (gutter) Areas "C" A'C
NUMBER OF DRYWELLS PROPOSED DATE 08-Mar-95
0 Singte (type A) 1 Double (type B) Ct = 0.15 L2 = 100 Past/Med 2.49 0.25 0.6225
Total Area (calc.) (see H1) 4.78 for Tc only Z1 = 3 Prop. Lots 2.11 0.25 0.5275
Time of Conc. (calc ) (see H1) 13.08 L1(A) = 480 Z2 = 3 Road 0.18 0.90 0.162
Composfte "C" (calc )(see 1-111) 0.27 N(A) = 0.4 B= 0 0.00 0.00 0
Time of Conc (min) 13.08 S(A) = 0.015 n= 0.03 0.00 0.00 0
Area (Acres) 4.78 s= 00106 0.00 0.00 0
C' Factor 0.27 Tc (A) = 12.39 d= 0.7 0.00 0.00 0
Impervfous Area (sq ftJ 7750 Total A Comp "C"
Volume Provided 208: 700 storm: 2008 L1(B) = 0 Tc (gu) = 0.68 4.78 0.27
Outflow (c(s) 1 N(B) = 0.4 Tc(A+B) = 12.39
Area • C" Factor 1.31 S(B) = 0 Q=C•I'A= 3.61
_
- Tc(tot.) = 13.08 Q(est.) = 3.59
#1 #2 #3 #4 #5 #6 #7 Tc (B) = 0.00 Intensity = 2.75
Time Time Intensity Q dev. V in V out Storage A= 1.47
Inc. Inc. WP = 4.4272
(min.) (sec.) (in./hr.) (cis) (cu. ft.) (cu ft.) (cu. R ) R = 0.3320
(#1•60) (A•C`#3) (Outf.'#2) (#5-#6) V = 2.44
- Tc (total) = Tc (overtand) r Tc (gutter) Tc(9u) = 0.68
13.08 784.61 2.75 3.61 3794 784.61 3010 Tc (overland) = CY(L1'N1S"0 5)"0.6) Q(est) = 3.59
Ct=0.15
5 300 4.58 6.01 2416 300 2116 L1 = Length of Overland Flow Holding = 3.56
10 600 3.20 4.20 3376 600 2776 N= friction factor of overland flow (.4 for average gress cover)
15 900 2.47 3.24 3781 900 2881 S= average slope of oveAand flow
20 1200 1.98 2.60 3810 1200 ' 2610 Tc (gutter) = Length (ft.)Nelocdy (k./sec.)/60
25 1500 1.67 2.19 3871 1500 2371 B= Bottom width of gutter or ditch
30 1800 1.46 1.92 3959 1800 2159 Z1 = inverse of cross slope one of ditch
35 2100 1.30 1.71 4037 2100 1937 Z2 = inverse of cross slope hvo of ditch
40 2400 1.18 1.55 4129 2400 1729 d= depth of flow in gutter (estimate, check estimate with Flow)
45 2700 1.07 1.40 4165 2700 1465 Area = d'B+d"2/2'(Z1+Z2)
50 3000 1.00 1.31 4286 3000 1286 Wetter perimeter = B'd+(1Jsin(atn(1(Z1))+l/$fn(atn(122)))
55 3300 0.92 1.21 4305 3300 1005 Hydraylic Radius = R= AreaNVetted Perimeter
60 3600 0 87 1.14 4414 3600 814 Velocity = 1.486/n•R".667'6".5
65 3900 0 82 1.08 4483 3900 583 Flow = Velocrty'Area
70 4200 0 80 1.05 4688 4200 488 n= 0.016 (or asphalt
75 4500 0.77 1.01 4816 4500 316 s=longitudinal slope of gutter
80 4800 0.75 0.98 4986 4800 186
85 5100 0.72 0.94 5070 5100 -30
90 5400 0.70 0.92 5204 5400 -196
95 5700 0.69 0 91 5402 5700 -298
100 6000 0.67 0.88 5509 6000 -491
DRAINAGE POND CALCUTATIONS
Required grassy swale pond storage volume
= Impernous Area x.5 in./ 12 in./k. = 323 cu. ft.
provided: 700 cu. ft. OK!
DRYWELL REQUIREMENTS - 50 YEAR DESIGN STORM
Mawmum storage required by Bowstring = 3010 cu. R.
provided: 2008 No Good
Number and type of Orywells Required = 0 Single
1 Double
BOWSTRING METHOD (FIFTY YEAR STORM DESIGN) PROJECT: SP 904 TIME OF CONCENTRATION (minutes)
DETENTION BASIN DESIGN BASIN• Pond 2
REVIEWER: C. Reich Tc (overland) Tc (gutter) Areas "C" A'C
NUMBER OF DRYWELLS PROPOSED DATE. 08-Mar-95
0 Single (type A) 1 Double (type B) Ct = 0.15 L2 = 130 PasUMed 0.00 0.25 0
Total Area (calc.) (see H1) 3.75 for Tc onty Z1 = 3 Prop. Lots 3.57 0.25 0.8925
Time of Conc. (calc.) (see 1-111) 11.90 L1(A) = 380 Z2 = 3 Road 0.18 0.90 0.162
Composite "C" (calc.) (see 1-11) 0.28 N(A) = 0.4 B= 0 0.00 0 00 0
Time of Conc. (min) 11.90 S(A) = 0.014 n= 0.03 0.00 0 00 0
Area (Acres) 3.75 s= 0.0114 0.00 0.00 0
C Factor 0.28 Tc (A) = 11.00 d= 0.65 0.00 0.00 0
Impervious Area (sq. R) 7750 Total A Comp "C"
Volume Provided 208: 500 storm: 1457 L1(B) = 0 Tc (gu) = 0.90 3.75 0.28
Outflow (cfs) 1 N(B) = 0.4 Tc(A+B) = 11.00
Area' C" Factor 1.05 S(B) = 0 Q=C•I•A= 3.08
#1 #2 t!3 #4 ----#5--- ---#6-- #7 Tc (B) = 0.00 Irdet sity- ~2.92 Q~~'~ = 3.06
Time Time Intensity Q dev V in V out Storage A= 1.2675
Inc. Inc. WP = 4.1110
(min.) (sec.) (in./hr.) (cts) (cu. R.) (cu ft.) (cu. ft.) R = 0.3083
(#1'60) (A'C'#3) (Outf.'#2) (#5-#6) V = 2.41
Tc (total) = Tc (overland) + Tc (gutter) Tc(9u) = 0 90
11.90 713.83 2.92 3.08 2948 713.83 2235 Tc (overland) = Ct'(L1 •N/S"0 5)"0.6) Q(est) = 3.06
Ct = 0.15
5 300 4.58 4.83 1942 300 1642 L1 = Length of Overland Flow Holding = 4.63
10 600 3.20 3.37 2713 600 2113 N= friction factor of overland flow (.4 (or average grass cover)
15 900 2 47 2.60 2976 900 2076 S= average slope of overland flow
20 1200 1.98 2.09 3012 1200 1812 Tc (gutter) = Length (k.)Nelocity (ft./sec.)/60
25 1500 1.67 1.76 3069 1500 1569 B= Bottom width of gutter or ddch
30 1800 1.46 1.54 3145 1800 1345 Z1 = inverse of cross slope one of ditch
35 2100 1.30 1.37 3211 2100 1111 Z2 = inverse of cross slope two of ditch
40 2400 1.18 1.24 3288 2400 888 d= depth of flow in gutter (estimate, check estimate with Flow)
45 2700 1.07 1.13 3320 2700 620 Area = d'B+d"2/2'(Z1+Z2)
50 3000 1.00 1.05 3419 3000 419 Wetter perimeter = B•d+(l/sin(atn(121));1/sin(atn(122)))
55 3300 0.92 0.97 3437 3300 137 Hydraylic Radius = R= Area/Wetted Perimeter
60 3600 0.87 0.92 3525 3600 -75 Velocity = 1.486/n'R".667•s".5
65 3900 0.82 0.86 3582 3900 •318 Flow = Velocity'Area
70 4200 0.80 0.84 3748 4200 452 n= 0.016 for asphaft
75 4500 0.77 0.81 3851 4500 -649 s= longkudinal slope of gutter
80 4800 0.75 0.79 3988 4800 -812
85 5100 0.72 0.76 4056 5100 -1044
90 5400 0.70 0.74 4165 5400 -1235
95 5700 0.69 0.73 4324 5700 -1376
100 6000 0.67 0.71 4411 6000 -1589
DRAINAGE POND CALCULATIONS
Required grassy swale pond storage volume
= Impervious Area x.5 in / 12 in./ft. = 323 cu. ft.
provided 500 cu. ft. OK!
DRYWELL REQUIREMENTS - 50 YEAR DESIGN STORM
Manimum storage required by Bowstring = 2235 cu. ft.
provided: 1457 No Good
Number and type of Drywells Required = 0 Single
1 Double
Standard Plan Notes for DeveloDer Plan Submittals
1) All work and materials shall be in conformance with the "SPOKANE COUNTY STANDARDS FOR
ROAD AND SEWER CONSTRUCTION 1992", and as amended.
2) Locations of existing utilities shown in the plans are approximate. The Contractor shall be
responsible for locating all underground utilities. Any conflicting utilities shall be relocated prior
to construction of road and drainage facilities.
3) The Contractor is required to have a complete set of the approverl road and drainage plans on the
job site whenever construction is in progress.
4) If the Contractor discovers any discrepancies between the plans and existing conditions encountered,
the Contractor shall immediately notify the Design Engineer and the Spokane County Engineer's
Office.
5) For construction of drywells, install filter fabric (Amoco 4545 or approved equivalent) between the
drywell barrel and the washed drainrock, and between the washed drainrock and the native soils.
6) Prior to site construction, the Contractor is responsible for locating underground utilities. Call the
underground utility location service at 456-8000 before you dig.
Optional Notes (when aQplicable to uroiectl
-4~ . (0.008 , pd-
s-aeted-ee-E#e-appf eve&plaff s-, -pr-ier to-
. eer-dinat+ng-wor•k
-Standard Erosion Control Notes
These no are to be included in the plan set when erosion control facilities are required and inc orated
into the plans.
1) An Erosion/S ntation Control (ESC) plan is required for this proje . Implementation of the
ESC plan, and const ion, maintenance, and upgrading of the ES acilities are the responsibility
of the Developer until a onstruction is completed and a ted by Spokane County, or until
vegetation is established throu ut the site, and acce y Spokane County, whichever is later.
2) Approval of the ESC plan does not const► proval of any of the proposerl road, storm drainage,
grading or utility design elements sho on SC plan.
3) The erosion/sedimentation rol measures shown are t inimum requirements for the anticipated
site conditions. The ntractor shall inspect and maintain ese ESC measures daily, and shall
maintain and u ade these measures as necessary to prevent s'ment-laden water from either
flowing o e site, or into new/existing storm drainage facilities, su as drywells, culverts, or
grav alleries.
The Contractor/Developer is responsible for installing Rock Construction Entries a ny and all
locations used to enter or exit the project site.
SUBNH1 TAL 1..HECi1LIS1
~P ~ry
PRUTECT fJ 4 SF qo~-l REVIEW # I REVIEWER: GPIS-,e-0 ❑ATE: 7 March 1395
PR~.]3ECT: ~rtF'~-r
PkaJECT SPC]NSOTt: UA,t~ ~rJ ~rAf[~r~~e_-. a~ CY~ AT ~~.r.lt~►~. 2Fr # ~21 - G -~nc~
FROIECT ENGIN~ER: TFT LP 44F~21 0
{Road & C]rainage Plens)
1'RQIECT SURVEYC7R: TFT # '-i 2.q- 9'T LIF3
(g1at)
ADl►+UNISTRArIVE REQLIIREMEENT5
r~~i~~ rv~n❑ 1. The $100.00 fee end Agreement tv Pay Fee.s far plat re►+iew have been accepted by Spokane County fna ttus
subtxutt.al.
vA,,.C] Krn❑ 2. T'he I{ewiew Fee Accauut is current (uv inv4ices caver 30 days autstanling).
vaAnw0wrnE1 3. I hava nated the plsns in, plans out clates on the pinic sheeQ m [he file.
rCSOrrOEINinI~ 4. If this is a mQbile lzvrne park proj$ct, were plans router9 dhrvugh Plcinning?
vANZnt,aE] 5. Ti he file cantaus a Spnkane County Engineers Section map, Assessors's tinap anci serial phata.
vm0xaWnJ❑ 5. Fielrl review rruRdc. If yes, complete aEtxchecl fortn "Fieirl Review Report".
PLAN REVIEW REQ[]IREMENTS
v.orNo❑Nan❑ 1. C capies af the p1ans and abriund drauage report were submittei.
rAx-On+n❑ 2. Tha p9ans are Qn 24" x 36" sheets.
vM~rr, ❑~u❑ 3. The plat~ ar~i calcula4iors are stam~cl, '~i~ must be markeri °~'relimin~tr}~" or "Nnt fas Cnnstructirn" if they
ara no4 the funal appraVed plans. Fumk plans anust be signetl anl dRted 6y the resporsibIe Washington 5tate
Professiorjal Engmeer.
v.❑r+ollmn❑ 4. The d$►•elvper has stgnecl ancl Rpprv►+ed the F'iinal Siibinuttal vf the roacl arxi drauuige plans. 1&a3~~
+r-❑xo1&A0 5. 'T'1is Stxndarr,l Plan Notes hawe been mcfiiclecY on the p1'rtns. CA~~ C,z.tSnL -To rr't
rArr4CInrnE] 6. Is the project locatecl m the AqLiifer 5ensittide Aaea?
v~EIrrG❑wnd 7. Lisk any design deuiaCion requests arn1 their status:
v=.~rro❑nia❑ S. Lvcate die Fuxiings ancl Order frar the psoject and list any unusxial cvnclitivns:
0,.p c,or;r~s, ~,1e ~.'.Y~~ ~'enc~ ~~r,,t~ : s a ~,n..~- .~re~e,r~i .
~v-.'flHoE3rvn❑ 9. 5treet naenes are cnnsistent wiih Plat.
FLClC3a ZQIYES
raEnoOrrIn0 1. Qces the entire plat lie ouiside vf designatel 100-year Floori Plain Area?
xauHXIxtn❑ 2. Ilces the entira plAt lie vutside vf Zane "B" vf the designateri FIood Plain Area?
raOKbEIN/B 3. 3s the rnx. street ponclinp in any part of a Zone "B" less than P?
v.❑x6❑nrnE1 4. Daes the pI~t crr~t~in ap ropriat$ lan~iage limitmg tlxe lawermost o~nusg in a stnicttire ls~cateci in a Zrsne "B" tQ
nok less than 1' xhvrre ~e lowest raad elevativn?
v-❑rro❑Nrau 5. Is the antire praJect 1caeAteci vsitside vf an identifiecl Flooi' P1Ain Area"?
v-❑Na❑nrnff f. Is the entire prvject !ocateci outside of an identifieci Stvrniwater Management Frohlsm Area?
ckli5tv4 Dlfanl$ 1
AD A~p c
R~/n ~~11i7
1. List any rvacls that niust be desegnecE ftnd cnnstnfcte(i on the project.
I RpAI] NA1vIE ~ ROAD 1+1f11WfE I AC?AL7 NehME I RiSAf] NAME ~ ROAD NAME N R[}AD N,AME
RfJAD CL.ASSiF1CATIClN
`Q`RAFFaC ENpEX {9} ~ '-C I I I ~ I
T~~~AIN 1~~-~.-~ I I l I I
PAVEnWzDTH I~~' ~ I I ~ I I
RIW WIDTH 3or I I P I I
AC757'EQ 5FEEQ I I I I
DESIGN SPEEp q ~rD mP1~ ~ I ~ I ~
MINIMUM GRADE ! I I I I
MAXTMUM GRADE 1-~~a r I I I I
5'CCSPPRNG StGHT DiSTA1+ICE ~ 1`~~ ~ I I I I I
11AINIMLIM HOkZ CUkV8 ~ 1 St~ ~ ~ I I I
TYPE OF CUR$ REOUMED
MIN ASPHALT SEC'P[QN ~ 6,._~~ I I I I I
1HIFV GAAVEL SEC1"IC31+1 I ~Ci~ ~ I I 4 I 1
I I I ~ I ~
I ~ ~ I I I
(t)TRAFFIC llvDEX: Majvr Arteria1 7; Secordary Artenal G; Cvllector Arterial 5; I.acal AccessiResicientlal S; Privete 4.
vJ❑N*0rvab 2. Planrung cnr►ditians reqLiire submissian vf a laniseape plan. (NC1T"E: Tlsuslly associatei with PLID"s).
rH13nr.ELaO 3. T laav$ clieckecl the lzuxlscapa plsn agauist the road anrJ stonn draimge design. If Chere ara any canflicts, Zist them
in space pra►•ided, vr nnfe that na caanflicts wete fouiad.
v~E1No❑rrrA1J 4. Tha follvwing rvaci plans have a bearing vn the clesign vf roacis for this prraject ansi a copy is in the fi1e:
r-0He❑run❑ S. Vertical curves meet stappins sigh# distxnce re.qLtirements.
vESE1N*1JN)n11 d. An "It" Value Test is reqtiired for ttu5 project.
ves❑LEIrvA 6a. Fvr this praject, Fvr each svif group calter3 vut an "R" Vtttue Test Fas beea subinitte.d.
ve.EiNaQrua❑ bb. The pavement ssetion is acIeqiint$ for the °R" Valiie Test and recppirexl traffc inclex.
r-Ll~-E1rvA❑ 7. Ts the benoh ms►rk callad out on the plans?
Yes[JN.❑xiA❑ Are statinriing e,qtiations shown?
vXC'Oru11 9. TS StAYICii'ling Ct5['recL (S4llth fS,i 110Tth, vaest to east, reading teft tn raght nn the plan)?
~ vm❑rvANIn13 10. Are existing utilities shown vn the plans {vr an infornjn(ian cnpy of the iitility plAns siibmitteri)?
rnEIrrAJQ 11. Ars pr+aposad utilities shvwn vn the plans (csr an infvrmxtivrn copy of the utility plans suhnutteci)?
res8rraELn13 12. 1'he project plan narne matches the plat name.
ckliatv4.0I1an95 2
s
vn❑nrQ[~NfAQ 13. STFiEET WII)EMNGIINTERSECTION WI'I`H EaClSTTNG CC}UNTY RfJAp
rpE3erZnun0 13a. Are curb ciesign sheets Jarca►+icle.l fOr wizlening Of existing streets?
ra0naILaO 13b. Dnes the curij rJesign confonis to 5Wkane Cvunty 5taMarcis vf section crvss slcspe (Between 2% ard 4.5%)?
vp0NXIx/a0 13c. Ys thera a streei crass sectinn shawn fnr widerting exis[ing streeis?
YXINXIrun0 13d. L7oes the prnpvseu[ new rvi[Ith match the widch reqiirel m the Fmdmgs Anc3 Orcler?
re.E1No13r4in0 13e. The cross-sectian shvws: Existing RIW, Prvposei RNV, any reqLitrel Futtire Setrtsicle, ancl edJge nf exisking Knsi
proposeri pavenienr.
vn0xo11N/n11 13F. I00' (min.) pa►+emeat faper intv grnject is shown.
r.ElMf-11111 (1) There is ae2eqiiate RM+ fvr the taper tv extencl fram the naw paWing width tv existing paVement.
vaorr.O~"'o (2) There is ualeqttxte RIW for the t"r to exterui frona the new paving width tn existing pavament; tnper axtancis
fram existing gaving to R/W.
re,❑no13xrn0 13g. Tzngth o€ pavement tsiper otit of prrejecc rneets AA5HT'm reqtiirements: WS2=60 for design speecis s 40 mph, V4'S
for design syeeds 7 45 mph, or feet has been approvecl hy Spolane Cotinty TraTfic Enginser.
vJJrvZ1rw,n3 13h. Transition fr€am encl af curti tv existing paving is shawn (curh shaiiId nnse dnwn in 12").
Yes❑r,❑,uO 13i. Are the curb gractes, for eny requirecl curbs, a6o►+a the cvunty nuninum vf 0.8 %9
vXInro❑rvuE] 13j. T°he curb type rneets S]okme Craunta+ Stsnclarcis.
rAxXIH/n0 14. NEW 5'1"REETS
rrsuNo0rvn❑ 14a. Uoes the prnposed alignment meet Spak.ane County 5txndarils?
vA,40wn❑ (1) Csncerline slopes are within 5pokana Counry Standarxls.
xXLEIxIn❑ (2) Vertical curve lengths are acleqLu►te for interscctions fimi stopping siglit distance.
vM11Ho❑rr1AE] (3) HOriZQqt81 Cl4EdB FAdIL15 II7EEf5 SpoICiii10 CoURTy SfflJ]CI1iLd8.
~r~~Na❑rra,~❑ 146. 'I'he plans shnw the tJ+pical et•oss seckian for streets.
rAHo❑nrn❑ 14c. Does the proposM street width niatch the FirKiings and Order?
~ vaCIHANinll 14c1. 1'he typical marJ crossysection shows: Existing RIW, Prvposeci RI'W, Any appIicable Fuhire Setxside, edge of nezvv
paVeinent ancl any othar reqLiireel i;iiprovements.
rANs❑rrInD 14e. The typical rnakl sectivn on the plan.s shnws the cross slrpe And rt xs wrttun the 2% to 4.5% standard.
v"dNe0N/n0 (1) The Cross SIope is correet when checked on the profile drawings,
r_❑rro3ruA0 14f. Curh ryJe: Ls shawn ancl is the proper type for 41ze rQad classificaiion.
vn❑rra❑xInE] (1) Meets Spcaknne Cvtiniy Rvad 5tanclarcis frr curbs within the Fxiiblic nght-of-way.
rXIw~~NJ~ (2) Cori.sistenc with the curb type in the general am.
va❑NZIraJA 14g. Are the curb gmtes abo►+e the county mintmwn of 4.8%?
ra[:]HadNrnC] 15. Has tlie Fue Distnd ap7roveci all pmaposeci pnvEte roxd himitroiiruls tiix& are stibstanditrd aCcorr9ing to atir Spokttne
Caunty Ftvfld Stamdsrrls? (A vne loi stub less r1aan 150' nn arAilalic roacl is allnwed).
ckliscv4.01Ian95 3
Ye~❑H9❑iVfA❑ 16. .SI4'iNAGE PIaAN
,
~a11xa~NJC1 16a. Skop sigs aiaa shvvvn far alZ streets which intersect at arterinl (Check with Caunty 1'raffic Enganeer af i'here is a
qusstian).
r.Aa11nZ] IlSb. Stre.et nazne signs are shown at a11 yntersacting streets.
Ya❑NOE~N/nE] lfc. Is there a neei f4r bamers at the erxl of dead end streets?
r.13NoEfx/a❑ 16cl. Ts there a need for ather special signing? (Check with the Caunty Traffic Enginesr).
v~~~vo❑t~~n~ 17. CURB RETLTRNS
v..[rva❑nrw❑ 17a. Ara BCR, MCR, anci ECR statiomleleVrtci4ns on curb eetums shown in the plarr Visw?
ves~rro:1wAE1 171a. Are the curh return elevaYinns correci?
ve-Oxo❑n+n❑ 17c. Ts th$re [xaritive drsinxge frnm the road mtersection to the MCR? If nnt, is desi,gn safe accartling to 1'1ASHTC]
stanc1arcis?
v~~ivXInJ❑ 17d. Curb eehirn rarlius snceks the 5pakane County Staztdard tn.inimiim. (tv baok saf ciirb fvr to11ecUwedge ctirbs, to face
for verYacxl cusb faca tY1es)?
r.EIHo❑NIn❑ 17a. BCR, MCR, arit] ECR elevations are set tv a11aw drairmge fnam the centerline to the curblme?
r..I.~rvoE1Nvn0 17f. The crvss slvpe between the intersection anci ctirbline meets AASHT[] requirements: (ref. AASI-IITQ) 10% (flAt
teriain); S% (rvl[ing terrain}a 6 % [i]1OU17tRLflDUS kel'CAin).
Yes❑HXIN1Ad 18. CUIrD'GSACS
rn❑NoIrua❑ lSa. The aul-<ie-sac grades (top of curb) meet caiiuty cu9-ls-sac stanclan]s (T % min.)
rJ❑x¢0rrrA0 18b. The atiliie-sac curb is shmwn in pro#i1e.
ve:[INeCIruall 1$c. The cul-cle-sac rndius smect Spvlane Cviinty 5taniarcls.
vK11NZ1x~AE1 ]`Sd. TI1E G8I1teF Of Ciii-dPr5RC StAt14I1 l5 SL10WIi.
'4et1:1Eia1:1Talk:1 19. INTERSE'GTI{]NS
xArrZIN/a13 19a. Intersectians meet AASHTO stight clistance requirements fvr confrollrrxx~ ancl tiincantrolle3 mtetsectivns.
YXxa❑wnEl 19b. In[ersectivn separativn is grexter rt'han or eqs}al tv 150' vn lncal access streets and 300' orr ratenals.
v-d~a❑NJ❑ 14c. T]o the sntersections meet the Ianding requirements? .
vM❑rva❑NrnIJ 19b. Wheelchr►ir ramps are prv►+idecl Rt intersectivns with sidewallcs.
r.'6rrQ1:1NJ❑ 19s. llw intersec[ion lonzonial stght distanae malysis shvws that sight traangle eneroaclgment vn gnvate pcnperty is 2'
ar less for contrcrlleci intersections.
ra0ive6niA❑ 20. Is there a ne.ecl fdr sZryae easements?
vklkstv4.0IJan95 4
v.❑1b❑n.❑ DHAINACE T'LANS
rArvo❑run❑ i. Htts a plat map been submitted which shows lot dimcnsians, street widths, etc ?
.
Yc.~,~,Ho~N1A~ 2. giArSZII; MAP
r.V'n.Uwall 2a Narth arraw and scale es shawai
r.AJNJI 2b Subltasins are labeled and correlated witli r.alculatians
rAro''❑ma❑ 2c Was u map wiih contourslspoc elevatisns submitted ta pra}erly dctermine drainage basins9
va0rq611N,n0 2d Were thc rautes used la deterrnine kime aF cvncentraiivn sliown7
va11Q11nrll 2e VVera sil existing drainage cnurses shawn?
rA60runl 2f. Were all the prvposed drainage cnurr,es shrswn?
VArro❑Nld0 3. Were Hydrotngic caleulations submitteci for each basin? (Rational Formula iF area s 10 acres, 5CS TR•55 if area
> 1(1 acres}.
r.,E1n.0xrn1D 3a Peranission was given tv use SCS TR-55 for basuis s 10 acres.
vq11Z1rr)a0 3b. Basin includes affsite and onstte areas tvgether (use 50 year aeEalysis).
v-%❑rr41Jrua1J 3e. Sasin is aEl onsite (use 10 year storen).
v.❑rro❑rvnE1 3d. ILunvff rate for hasin is cvmpared to imperviaus road area rtrnoff rate. The larger rtrte controls design.
CON V EYANCE1T}I SPO$ AL
v~~r~Q~nia~ 4. Pipes! Culr+erts - If, yes, complete checklise seeticrn for culVerts and pipe-sysYams.
vJZ(n.11ruaE1 5. Ditches are ideniiFed in plans and details pro►+ided. And ha►+e e rrtinimum grade of 0.5
v~~~-EINjaE] 6. Are there any cvnflicts betweeo the proposec@ septic tank effluent drainage fie[ds and any dEtches ean the drainage
P1an?
rft❑nsEIHrnIA 7. Ciutter flow depth is less thari gutter heighc and a114ws for 6' non wected area af each side af centerline for local
access or colleckQr raads.
YXIN9❑xA 8. T.cicatlvns where water zs mteruier9 ta flaw khruizgh an ua7et or curh aui are at the lvw pvint in vertical curve.
ra❑nZIHInE] 9. Backwater - Analysis for any pipe andlor ditches was submitted.
r.❑nZInJA 10. Headwater - CalcuEations for euaaerts were suhmitked for reuiew.
r.❑Hd❑Nia[3 11. Curh draplaurli tnlets are used in the canveyance and plan and ea9culatinns for flow capacity have heen submitied.
r.❑xZInunS 12. LS EfUSOpR pC[SteCIl06 Pe(1171red aIld ha'Me CaICIila4[UI15 ~~en 5ilb[Tlitted FGf CeV]eW.
uaMNZIHIa❑ 13. Soils type is "pre-apprQved" (.fiarrison, ete.,) for drywells wsthout percvlation Tests.
v-12Ixa❑LA❑ 14. Does The [irainae repoR identtfy ithe 5C5 soel groups for the prajsct area anci for the prvpvsed roads to be huiEt in
. the prvject area.
YnOKs1:411 15. The drainage design mmntasns exEScing flow pattecns zn natural watercourses.
YqOrio~NZ 16. The drainage design mazntalns existing sheec flvw patterns without cvncentrating fiows.
vn11a0mn0 17. The drainage cnncapt is coinnati6lz wich The CiuideCine for 5tortnwater Management.
YAno❑NIa❑ 18. The differenee be[ween present and future flows is retaiaaed nn the sita.
YaEIx-ENlA9 19. PI dL•YEALICIn t1ti5111 GURC$pY 15 pT{9pOseI{ FOC SIOPII1WRtBI dk5pU5A1. IF, yes, use separate checklist for detention ponds.
CVluVERiM17 lYND LL.fE q7YSTE1■L7
vSIN60wAC] 1. The road cul►+arts are at the law poinas af stream flaw.
v.❑Na❑x/n❑ 2. The heaslwater was calcu€ated for cu[veet enCrances and 'as under 2 diameters for culverF.s under I$" in d9ameter and
1.5 diameters for culwerts grea4er chatti 18".
va❑H4❑Nrb❑ 3. Theee is a minimum of 12" of eover for all aul►+erts ancl starm sewer pepes.
v.E]NoQNin[:] 4. The desi ner has demvnsirated that the propvser3 ipe is suita4le for cnVer less than 2.5' (PVC) 1.5' (CMP),
1'(RiCP) ❑PEI,+~DS} o_r the engineer has prs~Vide~ trench detai@s for upgraded pipe bedding for T.~ese areas.
~.E]naE]wa❑ 5. The minimutn veloeity wiiFsin the pipe system is 4feet per secnnd at design flnw in abackwater cnndilion. (Note:
The County Engineer may permit lowec ►+elocities).
r~~HS~run~ 6. The haakrrratar oalculacions show a minimum freeboard rsf 0.75 feet for each caich basin vr manhole.
vaQrrXInrJ❑ 7. The minimum culvart and pipe slvpe is 0.5% and ail gipes meet ar exceed this standard.
va11rr.11xIa11 Ali angls poinis in t1ye stvrm sewer systein haVe suitable access such as amanhoge for cleaning.
r.0K.❑Wa❑' 4. At Fncatsons wheee twv different pip€; sizes enter the sarne manhole the 0.8 diameter pOints af each pipe are at the
saine elsvation. (Note: Exceptian allvwed for drop tnaiihrales).
cklistv4 0l1an95 5
YsON6❑ma❑ lQ. Is there any dowusixing af pipes in a systsms of pipes that are I 8° in diaLmeter and smal ler.
r.❑x-ELaE] lt. There is a downsizing af pipea in the amoun4 of 3" fvr $ minimuta af 100 feet in a pipe system zhat contains pipes
that over 18" in diameter.
rJONoE1N1A❑ 12. All piges in the pipa systarn are 12" a.nd ]ar er as per Spokane Cr~unty Standards• {14" ptpe t3tat is allowed fvr
c[~nnsGtiou aF inlets to catch hasins vr drywe~s, if tFie ]ength does nnt exeeed 44 L~ and the velocity is at least 4
fps}.
r4❑Ko0ruA11 13. AlC scvrm sevver p9ges are loeated aminimum vf 5 feet fram a reas vr side prp,perty line and have adequate
easements for maintenance.
vXIrrZIKIa❑ 14. Tnlets on the same slope are located sn that the inaxignum width af spread fvr the gutter flvw dces nat exceecl f'
(from curb facce for Type "A" rsr "F3", frosn back vFcurb for Type "R") for major areerials; 12' fvr callecEvr streets
and loca0 access raads.
v.[:]No❑r+iwO 15, 'I'he glans pTmfiles shaw all culuert pine typas, stativns, vffsets, lengths, and invarts.
,raONa❑ronCl 16. Pipe materia9s meet cvuncy standards for systams tYiat lie wtthtn cvunty ROW. (tdote: The type of ptpe in private
systetns inay he as specifsed by the design engineer).
r.11'rra❑4a11 17. The culVerts shnwm are prvperly statinned frnm center[ine stariening.
vZ rroEl rvall 18. Does the dratnage system configuration avoiti contlicts with ►rnderground utiCities?
raOria13ruall 19. L5 there a aeed far eoergy dissipativn on any of the Gulvert outEets shown nn the plans?
rp❑rrZIrrIn11 ZO. I5 T.hBre a riBBd FQI f1p raP aLUUIi(1 CI]$ Cll1V6Tt OLLCIeC RI aY3]r Uf LFle Cli1V0TT5 $S pfC1p45e[i CtIl LhB draCIlagB []lAC18.
raC]NeOwlnE] 21. The rap rap that isshown fvr the dcainage pIans is adequate for the culverts where ervsivn is a cancern an3 tlte
engineer has stiLsmitted acceptable rip rap design calculations.
re0 K-11 kOaF-I 22. Pipe anchors are shown fve pipe grades greater Chan 15%.
rdlwellroaD 23, There are no inscances where wa[er is trappad against a fi61 wath nn culvert shown.
r.11r~.11nJ❑ 24. Profiles and erQss sectivns aee shnwn nn the p1ans far all proposed channefs and ditches.
r.OMoOHJI ~3. Ditches wich errrding aelocities have a prvper Bining for erosion protectian.
raflNo0nrn❑ 26. Water wi11 praperly tlaw from an existing vr proposed ditch onta the paVement as proposed on the drainage plans.
re0Ne11mia0 27. Where the ditch prrsfile passes fcnm cut tcs fitl the tiow has heen propeely disposed vf.
IIgLE7'S
Yn114aQnJI 1. 7'he inlets shvwn are within the scream flow.
r~❑JLn❑ 2, lnlets aae shawn nn the Iorv side af a road ar at the aow point vf avertica] cueve
rE.0No❑NrA❑ 3. Curb type metal inlets, if prvpdsed, are shown at sags dnd are prvperly sized.
ra❑NZIHenO 3a. Perimeter calculatLan de►es uot include the side of the grate againsc the aurb face (alI grate ¢ypes).
yn11KoEN1A❑ 3b. Perimeter is diaicied by 2 fvr calculations where nv curb vpeetiing (Type 1 sae standard DRWG B-10) is provided.
r.OnoOrvnll 3e. flrea _clear area = 2 for Type 1 gratQS)
v..E1+Q0n0n0 4. There are na vertical CuT►+es that prvduee areas of very flat grades fvr exsended areas uvhieh could gnse a problem
with pvnding water on traffic lanes.
vn❑Ha❑nra0 S. "['he centerline rvad stativns, off'sets, and in►+ert elevations fvr ali inlets are shcsH+a in the plan ►+iews.
vXIHXIwA❑ 6. Graterype ks st►own on tha plan and is acceptable. (Spr~kane County Stxndar~l inlets or WSI3OT standard in4ets an
aouncy~ T2CJW, an private rc~ erty e~thea~ inlet ty e ma be speciFied) ('1"ype 1: ~7-2; Type 2: ❑-4 in vld 1981
standards or type i. sheec B-E~;type 2, sheet B=1 ~for 1~95 standnrcls).
r..❑lallrw❑ 7. A detail drawing of the gratelcurb installaCibn is 5hawn on tlse plans and includes a m'rnimum 1" depressivn and
transitions a.s ger cvunty sfandards f[ar ~rates that are lvcated within county RC1W, or refereacetl tv SCRS std. detaal
D-8 in 1181 standards or sheet Fi-18 in 1995 standards.
rp❑rrpQwaO 8. A curb cut detail is shawn an lhe plans wtkh the new county back dra concrete aprvn vvith transitavns and a 1"
de,~ressivn fvr curb euts anside caunty R£]W, or referenced to SCRS st~ detail B-8 of the 1995 stxndard drawings
vp[:]Ho❑rua[l 3. The plans shnw5 accap4able curb cut details and rate details for installations whieh lie within private raad
easements. (Far plans fhac are subject tv Spokane ounty Review).
v.❑reZIKen0 1€7. TF inlets are tn agra►+e1 evad vr a dirt ditch a 6' x fi' A.C. aprvn is shawn arvursd the iniet.
r.❑rro❑rrrnE3 11. Catch basin vr spacial manhole detaiis ace shvwn or a stancfard drawnng is referenced.
r.ONXIrr,all 12. Critieal low pcrints in the drainage systeEn have been provided rvith crMerflnw e~rt~ents. (Wliere tic is pnssib9e).
Ref. Fage 2-I, of GSM.
cklistV4A0sn95 6
2053 SWAL'E SYSTENlS
.
v.12nol❑runO 1. Ts the swaIe lacaced +auts«fe a future set aside area? See Findings arsd Order for where setasicies are requored.
r.1:9np❑ruq0 2. "The s►a+ale bvttvm and sitEes ha►+e sod vr gras,s turf specified.
vwUKZINIaE] 3. Swale side slopes do not exceed a 3.1 side slope, (A 2:1 side slvpe is allowed if swale depth is less than 12" deep.
Should rnly he allowed where constrained by vbsTacles)
v-ONoONIau 4. If depth vf water frvin bottom ta drywell rim is between 6 ancf 8 irsches, so'sl anixture has been specified which meets
Spokane CounLp Guidelines.
4 v.E],~,~nq~wn~ 5. DeyweEl is: L~ated within 8 fcet vf the curh line, ar a rr~aintenance access rouie and easement are pro►+ided.
r~L`7~aOnrnO f. IJrywell stationing is staggered fram the inlet by at least 4'.
re11KQ3Kin1J T Multiple drywella are Iocated more than 30° (caater-center) apart.
rpEKZImnO 8. 5vi1 type as apprvpriate Far drywells (perc rate ~ 72"Ihr), If nvt;
rn❑Ne❑rA 8a. avarflow from a swale at a lo►v pvtns wi1C be cfirected away frvm building pads by an adentified easesnent over
impm►+ed ground or an existing naturaf draonage channel envered hy an easement where an overflovv is required.
v.11,.~{,~s❑KIn~ 9, prywell I~atran dves nat conflict wEth un~iecground utiCities.
Y-uHoOruall gU. Drywell type is sgecified.
r.119/NsON1AE] 11. Drywell grate cype is speCifiezi (7'me 3-std. detail D-7 Far 1981 sta,ndarris or type 4, sheet 8-15 0f 1995 standards.)
JuNe❑run❑ 12. Drywell grate elavativn is: A min"smuin of 0.4` belvw 4he nvrtnal flvw line at the eurb in9et and is betwecn 6" and
8" above the swale f]avic e1e►+ation.
Tv.[1J0ruA11 13. Does the note: °Wrap the drywell wdth a fiEter fabric (Amaco 4545 or equr►+alent)" aPpear on the plans?
14. Swale floor elevatian is: a aoio.
wArvo❑xtA❑ 14a. Shvwa on the dray+ing.
vAo0xrn0 14b. 8etween C" and 8" belvw tltie dryweEl grace efevaccon.
va0 O❑x/a~ 14c. ~sC least d" beIow Rhe normal gutCeP t~vwline at t.he curk~ inlet for swale without a drywell.
r.~oEIHrnD I4t1. At least 10" below the nonnal gutter ttowline at the eurh inlet for swale wi[h a drywell.
13. 5wale t7onr.
Y.uNXIxInD 1$a. I7unensioris ara shawn.
ra0NsEINIn11 156. The area matehes ar is larger than the ee9uired area frven the 20$ calculativn fvr iinperwidus areas.
16. Easements for the 208:
rnON.6wa0 16a. Are shvwn va tha drainage plans.
v-,~L~NZ1NiAI] 16b. Are shown on the subdivisian plat and match the drainage plans.
v-EIH-lilNta❑ 16c. Are of adequate sixe ta evntain at least 6° freehQard abn►+e the tnax. water svrface elevatinn fvr the design stnrm.
v.12IHo❑NFn❑ 16d. Are tied ta the lot corners.
fv1"ZINJ3 ❑ brua0 17. The side vf the swale ~.hat is the furthast distance fram the street shouEd haVe a top of swale eler~ation t}Sac is ~].2'
higher than the Cawesc top of curh e]eVation along the swale.
18. The norrnal flow line ac the curb inlet is at or above the max. waFer surFace e9evation far the design starm ar the
max. water sueface ►Wil1 nvt pand wa,ter mvre than 12` in residen[cal s[reets rsr 6' in arEeeiaBs abnve coflector
c9a,ssificatian.
rp~rr~❑run❑ 21. 20$ SWALES
r-ffrr-11rua0 21a. 24$ swale flvre area, voluma requirements sixed properly co treat imperWious surFace areas.
-Vrp❑iqo `~❑Nin❑ 21b. 20$ swale vvlume grovided in accordance with "Guidelines for 5tvrmwater Managemem".
EASEMENT'S
vM13No13NrA0 1. Adequate draiaage easeinents are shawn fer maintenance oF drainage ditches or pLpe systems.
v.❑Ho❑Hia❑ 2. There are easements propmsed or cxisa'sng for naturxl ahanneBs which cross the pro~aerty, and tlasy are adequate to
pass the Si~ year stnem plus a 30% added cCepth af flaw forx safety factar.
ra❑n60~~AL.1 3. A gublic drainage ea.semerst was provided where puhlic street drainage was diuerted onta pnvate prvperty.
v.0n.E1nfn13 4. The perpetual maintanance aF private systems has properly been provided for.
v-EINoEwaIT S. The maintenance vf rirainage systefns wnthin 5pvkane Caunty ROW has been properly provided for.
vq~NZ1rva0 6. Ap,p ropriaCe drainage lsnguage has beea pravided by the revlewing enginee r tv the surveyor andloc engineer who
is invaEaed ►nnth the plateing work.
rq❑rrAJ❑ 7. Are pre-existing drainage easemenis on this parcel affeated by this plat7
v.❑rr.❑NuaD 8. avert3ow easements are prvrrided frvtn srvaCeslponds fucated in lnw ptrints ►ahere it is passible.
cklistv4 OIlsn95 7
• v«01A11110 UIYDERGROUPTD GRAVEL GALLERIES CI-[ECKLIST
Is the site suitable for unclergound gravel galleries based on the site screening criteria containecl in the draft
stxnclanls for grxvel galleries. If no, an approved design cleviation is requirecl before fiihire review.
vh❑No❑N/A❑ 1. .3 void rxtio for gravel free spxce volume is iisecl or test infornuition is providecl to justify ratio used.
vn❑xo11N/A❑ 2. Perc rate from field test is usecl to develop outflow rate
vnIIno❑N/A❑ 3. 10-yr event volume is contained entirely ucxlerground
v..ONo❑N/A❑ 4. 100-yr event vohune is containecl by a combination of wxlergrowid storage xnd above grouncl storage up to 8" depth
rnONo❑NU❑ 5. Soil mixhire is specified for water depth in pond exceeding 8"
v«❑NXINlA❑ 6. Entire gallery is wrapPecl in filter fxbric
vpONo❑N/A❑ 7. An adequate freeboarcl is providecl in xny above ground storage pond.
ve.OxodwA❑ DETENTION POND
v«❑No❑nin❑ 1. Releases to a downstream channe) or pipe system tlY+t is capxble of properly conveying the proposed flows ancl dces
not cause downstream flooding.
vy❑rro❑nin❑ 2. Contains 50-yr developecl.
v«13No❑N/A❑ 3. Releases at 50-yr pre-leveloped.
Ya[]noEINlA❑ 4. Secondxry overflow to pipe in control stnicture for 50-year developed.
vnOrro❑N/A❑ 5. Emergency overflow weir for 100-year developecl.
ve,0ro0NlA❑ 6. Sump prior to outlet to control stnichire.
vu[Ixo❑N/A❑ 7. 1' min. freeboanl at 50-year design storm is provided.
vh❑xa0n/nE] 8. I.awn hirf or hydro seeclecl sides ancl floor for publicly-maintainecl ponds or drylanct grasses specifiecl.
vu❑NoON/A❑ 9. Sprinkler system for publicly-niaintained ponds or drylancl grf►sses specified.
v«❑xo❑N/A❑ 10. Berm compaction anJ lift reqtiirements specified where necessary.
v«❑No❑N/A❑ 11. Is a 12' nuiintenxnce drive to the bottom of ponds neeclecl? If so maxinmm grade is 6:1.
208 LOT PLANS CHECKLIST
va❑Nol]N/A[2( 1. Lot plans are requirecl; submitted o0
ves❑NXInin❑ 2. The 208 lot plans show:
ve.❑xo11N/A❑ 2a. The lot number, block number, subdivision name, clate drawn, scale, north arcow and street name.
vHOrroOxu❑ 2b. F.asement dimensions in relation to property lines or corners.
ve.[INXIN/A❑ 2c. Location of curb, SI(IBWRIIC OT eCJg8 Of ASpUt AS RPPIICAble.
ve.❑NoON/A❑ 2d. Setback requirements
ve.❑NoON/A❑ 2e. Swale floor elevation
vh❑Ne❑ruw❑ 2f. Swale floor dimensions are shown in relation to property lines or corners.
vh❑xo❑N/A❑ 2g. Ricn elevation drywell type, frame and grate type, centerline offset and station if drywells are present.
vh❑no❑ruw❑ 2h. Curb cut station, nornu►1 flowline invert.
ve:Oreo❑N/A❑ 2i. Any drainage ditches, their easements, flowline grade and other recuirecl improvements.
vK❑no❑Nia❑ 2j. Shows depth from the nonnal flowline to bottom of swale.
ve.❑xo0rru❑ 2k. M attached cross section of the swale or ditch.
Vn0rro❑N/A❑ 3. Existing easements, buildings, fiihire set asides, and requirecl building setback lines are shown.
vp❑no[:]N/A❑ 4. The section drawing shows tha concrete apron, R.O.W. line, and grass sal or seecling if approvecl.
vn❑rXINi,►❑ 5. Lot plans have been stampecl by a professiooal engineer on all pages
vKONoINlA❑ 6. Lot plans are of sufl"rcient scale to maxinuze the lot size to the 81h" x 11 " paper size. (Drawings may be on plain
whife paper)
v..❑rvo❑wn❑ 7. 208 lot plans were approved on
ck1istv4.0/1an95 8
EROSIf.}A18c SEDIMEN'TA`I'TC1N CGNTR(]L REQ[]IREMENTS
va❑KXINIa13 1. Identify the clearing and dishir1aecl areas Ill tB1B plaCi. Ttd]C+ inCilICI85 CLitS firi[I filZS alvng slrpes. Mmiiruxe ttte
nmount n€ cleated area.
rJ❑%1o0Ntw0 2. Pmaiil!e emsion cantrcrl facilities which slvw waier velocilies - through the usa of check tiams, debris hnsins, etc.
v-EInoEIN/n0 3. Filter nuoff from expDsecf areas pz-ivr tv clischarging intv sirau►ags yxrnels and particularly psier to ciirecting rurevff°
intn [irywells. Filtering tneasures mcliidecl unsiallusg teizipvrary silt [raps, silt poruls, gr~ye1 cane fiItars, etc. In
silt traps arxl ponds, sixe ses3iment storage aQlunies hy detemtining the annunt 4f silt tnaterial generatecl aver a G
rnonth yx:rind, using the FIoxm►n Methcxl. The silt trRps and ponris are co proaide a setting xone, and ara tv be
sixed in accorciance with the methol outlinecl in Section 11-5.8.6 and 1I-5.8.7 ❑f the WUDE Skormwater
,Management Menual.
ra❑xoOzvJI 4. Stabiliza axposel €sreas as soon as gractical after gradmg work is complete, or when grading ►+uork will Tempararily
cease fnr mare thnn . In wet wmter mqnths, tem[orary sYabilixatian measurea will be
requiterl ths'nughvut th$ duration vf constructinn. Sgecifp stabitization procatisires, re►+agetatvan reqti'trements,
niulching, etc. 5pecify the rraximurn tirne that cleared areas are tv Fe enposecl without prvtectivn vr stabilir.ation
arui time of year.
v-❑xo❑N/nl:l S. 5tahiliae clrainage channels. PraWicle for temJxorary and permanent erasion pmtectaon measuras.
v.❑rrQ[:]avul:l fi. ProNiele for perimeter k7Aii7QP5 xrviinci expvsed rireas thrnugh the tise of silt fences, straw hales, temporary
intercertos ditches, etc. Rvute ninnff from unexposed areas amtimI exposecl arexs wherever practicaJ.
r.❑K60Nin[:] 7. Lsst routine maintermme procechire-s tv be implementecl by the Cvntractor thrniighflut the duration of constructivn.
Sili ttaps, siik porxts, oleck dmm, cluuuiel rwstaration, etc. All wi11 require fairiy constRn[ inxintenance, especially
durng Rrttl iumzeliately faIlnwing a rain stonn euent.
v.ONoE]Kjn❑ 8. Reiuce the smount vf mud, dirt and rcTCks tra,nspnrtel onta yniblfc rciaciways hy motar Vehiclas or runoff by
cvnstnicfang a statbiha.aiivn paci vf mck spaJls xt enirances ta cor►staauctivn site.
v-0ro:1rrln❑ 9. Prnvide syecial pravisirsns for construction uncier wet se,aspn cvru9ittvxts. DeFine the sestson.
vea❑Na❑wia❑ lU. $rvvyle fmal restvrxcivn procerhires, srte resfareativn, access roacl cleami,p, cleaning drscinage stneotsires and gnncls,
etc.
va[],.❑run❑ 11. Inclucle in the p1am the stanclar-d Erosion and Secl°unentRtion Contrfll ncrte.s prepareri by 5yokane CoLSnty.
ckliscv4.017an9$ 9
r `
FIELa'REVIEW ILEPC1RT
vM❑rre11rua❑ 1. Field investigation tnp rnade esn
r.SOrvoEInrn❑ 2. Date this Fel'd repvrk was couipleteti
v.EIrrZINlk❑ 3. Are there any existirrg utilzties on the psvjec6 site? (C3verheael power, fira hydrants, etc.) Tf yes, descrlie.
v.OKoOwA[:] 4. Are tha drainage basir►s vn the grourul the same as tfivse that aee presenteri in the clrainage repart?
v-13rraQru,.❑ S. Are there any drainage channels c3irectecl toward prvperty?
YKE]Na❑run❑ 5, Are there any drainRge ahannets directing wRter thrnugh the propeRy?
v~E]Na[:]ruw[:] 7. Do Ceaunty roffcls Cut vff dezunAge as per clrainage caleiilati[rns?
vhIlrqaONJI 8. lf there are culVerts uncler county roacis, rJaes the flrsw go away fram Qr Taward the project?
Yn[:]NaON1A[:] 9, W]]At ]CItHd pf gri]Lill[I cOYBf @RISLS?
vJQrJJrun0 10. Tle,scribe any existing ohaauiel conditions:
vG.OHoEInJ❑ 11. I]escnbe charmei cross se.ction:
vhEIx9❑HfA❑ 12. Existing Curb Type:
ckli9v4.0fJan45 10
SPaiCANE CC]L1NTY ENGINEERS
STOPPIPIG SfGHT DISTANCE GALCULATIONS Date' 07-Mar•35
5AG VERTfCAL CllRVE Review 1
Re►newer' C REICH
Projeci Prvlect narne. 5P 880 & SP 8114
Terrain: x Flat (General land slope 0% to 89+'o)
Rolsing (General land slope >8% !01596) f
Mountaans (General land slvpe >15%)
ROAQ TYPE
UrbarJSuburban &emi-ruralfRural
PLibllC PIIbIIC
L9C3l ACCe&S LGCal Je1CCE55
ArtenB! AQTc 9 00
Cvllectar i [1L]aAf3Ta400
5econdary
Majvr Cnunry Arterial
ADS<400
Prnrafe 400<ADTe750
x Extensiorr to B ar fewer lats ApY>750
Tract "X°
Pmvata
Extension to 8 ar fewer IoCs
Tract °7t°
Road name• Corbin Lane
RVE station 3+00 ILBtlgtfl d5f VBftICaI CUfV2 prOYlded 100
Design 5peed- 20 Min SterRRing Sighf L]istance 120
Entenng slvpe {G1, -3 25
Exiting Sfope (G2, 1 35
G2-G9 J= A= 46
Ctseek SaL.
L9 = 2S -((400+3 5S)JA)
L1 = 617391
Required mutimum curve length 61.7391
Check $<L. Cunre pravided is Adequate
L2 = A(S"2)I{400+3 55)
L2 = 80.7805
vcuna.v,vWy
SPQKANE C{3UNTY ENGINEERS
STOPPING 51GFiT DlSTFINCE GALCLfLATIONS Date 07-Mar-95
CREST VERTICP,L CURVE Reriew # 1
Reviewer. C. REICFE
Project Prvject name: SP 880 8 SP 904
Terrain x Flaf [Generaf land slQpe 0% to S%]
Rvlling (Generai land slape a8°k ter 15%) f
Mauntains (General farsd slape > 15%)
ROAD TYPE
UrtaaNSuhur6an Semi-rurallRuraE
Public Public
Lccal Access Local Access
Artena6 ADT;1 00
Cv9leckor 9 00>ADTs40Q
Smondary
Majar Gaunty Rrterial
ADT<40D
Pnvate 400=A0T<750
x Extensivn tv B ar fewee lvts ADT>750
Tract
F'nvaFe
Extension ta 8 flr fewer lots
Tract °X"
Raad name: Corbin Lane
PVI siation 5+00 Length oT vertical curve provided. 100
Design Speed• 20 Mm. Stapping Sight aistance, 120
Entering slope [G1, 1 35
Exting Slvpe (G2, 9.00
G2-G1 J= A= 0.35
Check S>L
L1=25-{1329IA}
E.1 = -3557.1 nole: use min curve 1ength = Q
Required minimum curWe lenglh' I}
Check ScL Cun►e provided is Adequate
L2 = A(S•'2)11329
L2 = 3.79233
vcwr z. unWs
,s'--'L 1'V .'LJ +404- 9~S
~'.PLi+7 . 2 9r _ Z 9 9 S
OFIFiCEAL f'UBLZC DOCUMENTT
SPOKANE COIJNTY ENGIN'EEA`S OFFICE
ORkGINAL
PR{3JECF # ~
SIJBMITrAL # ~
RETURN TO ~OUhl`1' EtJfiENEER
~~~'F _ ~ . ~_i.V 3 F ' _ l • •\y,,
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.~{~1y 2 i 5..095
SPo"'G47l1tVT°r' ENGfNEER
I'1?LTdX ~.i~iC'~Ii"vEFRING
10111 4V ,'MF?l1' [;,sX i.u}.
4a:3-62i 0
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1fRH I i.riGE Y\'~'. ~~~~IL~3•
.]LS 880-73 & ae''i1V4-tl~..~i
j ! 7 t'
FiTRII1~E CUItPt3RAT ION
SITE C{JNDZ`i iV-NS:
Ti3' sil[]jCd: i pi'opeE' i,y` 3 S lU[.'r7 teC1 i5 thE.-' S[.511 S.liwCS 'L a/4 iii
Secl ion f, 'd'ownshsg Za tivr th, Range 45 East, 6V.li. An the
Cvunt~ o's' Spvkane. State v#' tVashingrton. ~y
. Tiii: Sfll i C:ld~,51i ICcyti[]}1 16
f°o3• spolulle Courlt~ . Tkie 1 and
-
e'RGPCSED C)E.t'e:f.(ai'MIFN'l`-
~
: i
. . I ile Eai'Up~CS' s,u' LS tU C7e (ie Ve IL'rp e :e
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t:[,)iPll]ldil iiC:cti~ss e'ciSei.ieiiL 5ep7i1'rli laig ihe Pl1.is iCU."',)LR L.uisc' j
~i e7C: (:C;ii]1fiC]li accYrs xcSg+iia.l i s11' lvc- tx: ."::.j
~eei 1n Li'1CIi.iI i5itii a CI:'Q.iiiug'e S:~,cflc'_ alflIl°~,+_'' lJ4'Lgi edgeS G:
pd~r E - _ ' t 1 1 e : a t dI' ci i i i aL)e i i ' G ili i a] t: E~st LI' 1 i i Ji i' ca i["a i i7 I v' a
e i ie
U~ ~r
P!`C7poSed ~ .:,b8 rr .a esi~. 1~ . ~ Lli1s C~ :~'nlie~L~' e7i_
~i[33s+a, . Crii4i ! c I~ 1F7I' ~iF-
sse
3ir(I LV3 i' fl+3L a~tc1Ve ca3i3~ czi i,i:i',~ tRES:3Il t
i~i s~ n I❑ 3 ~1 C+ C L ~:L ~ +r ' i1 TLl L dI' ai. [i a-C 01, i. ai 1 f' [ i k r}. i a 1a-; ci i i I ai 3p8. { E){7 I l L m l~: c_ L,, 1 1 i L"i Y' ?a e 11 ~ I i t s1
~ii':alita;~=: r,~i LC#t !?ila :z ~]3'C7~.]t7Se[i i~`~i ~.7i3i"1Ci ~YC3ilLi
4 C; i~ C i. ~ S 10 N :
H _ : F l:J F t : J i' m . i i? i_. C. 'ti ! f' i iI cc t C Li ai :i
, L'a S'_ S:9 a i ce C33 e$, n1 Cd d, i he i_
i' Ll 5 C d L S 'L= .2 ~ xbd,~, i? d Ll P t.'. s Ll1 E: l: 0111 PO S 1 t G i a C: L f[ l i' i. It d.-'
-prvpased develapment (see sheet A-2). T'he runoff will be
conveye+d averland untild it is intercepeted by the drainage
S41ale c'}lUTYc. i31E FFiste1`ly e d u Of C[7I'bI17 LafEF,'. Ti3e i'L11'1Uff :'+1i ~
~ i]333 iZ1~ a~«IiCi.
eia t]i: C~~.:i~llrif'b+~CT ti icx rl i~ j r• t • s:
i.il
_ s Ie pQ I'i Ct 4, ;'L i : i`r_' i a i i 1 1i ia r4r ~ t: ij : c u i l.'l [1 L} i i ~z Pl a 4 m rl e
s:u G Lic ;:z:* cai S~IFa1'ev i i'47iii '1111ti: 1':,vsi 'Leli: rstl j 2t e li t p I Uj.3U 1
The runoff from the ly edge of Cnrbin Lane tha't
wi 1l haVe ari af fect upvri khe p~-opr~~ed deVelopmera t i s
:1S L€S~ ~h t.
4.;a I Ci1 i .i [ Y.Ci .iS . I _ , -
i.ii .s7i3 i d li9c: e ilisil t 11 F? C' i cil" vf.i' tiS15 0 , 2 8 iir7:; ?i.i tlp t1n I.;dE
c ouip o sg ~e €'a ct caa• {s ee sii ee! A-5i. 'ii7e r•urrorf i I1 be conveyed
via a drainage swale iratv Pond No. L where it wi Y 1 be
. •
ciischar-ged vaa a tyFpe 'S" dryivell.. `TLhe Ponc3 ivas sized t❑
de Lain the tntaT rtxrin#'f ; oi• i,tte des iga-i s tortii.
Basin "D.. (see nrainage plara) will disciiarge directly
(i f'f si te as i t current fy cJois. 'w4ze "C„ l'ac:ttar t'crr the exisiir~~
paskure is 0.23 and tpie design "C:" iaetvi• usecl is aiso 0.25
based upon a1.5-'3.0 DUfAc: design as stipulated in lhe Spvkane
CrauDGy Mariuel .
Tiic: pyojected ruraof; ;.liaL u1`i ects this site wz i 1 be ful 1 y
corii4 ined except fcri• the aboue ment aored ruraaf°i fi•ani Basin ..D,.
shat ;~s ;,at iraci•eQa~d due il) e t'unca~ f" c0e1'#`ic .ienls beibig L he
same. 2here wii3 be a deei•ease xn the r•unoff t❑ the West as
tP;e t'c:nds are pi•ojec ied to c3i scharpe the desxgn s t.ot•ins v ia
d iy i4eiis
.
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DETENTI.[jN 13:~SlIV DE:,.[GN i2A;P.LH ' 1_'OIVD 1`IC'r . 1
r~EVIEWER= JwP
NIJMBER [)F D;YWELLS PRc7POSEC~ DATEw JAiJ 10r °q5
Li :+3.-ingle (i:yp .L D o Ub _L~, Ltu~
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a•riit7 frrre4. '1'}ie anriu<<] prcciR)itati0i1 is {CaPabzlieV tPaiit V1IIW-1; ziot in .n ►roodland ~roi:~7 r,f-
1►cc. ;sji{l the frr,st-f rce sea=ori i4 nbvut 125 rLra-s. r.'J gc Site i
:oi1= are u-ecl far graila, pca=, elorer, alf.ilia,
11t1a : .con[l3 a alrl. ~'r~rfield Se7'ie5
siit Ioam, 5 to 20 p ercealt sTopes (FoB1.~f liss
mnr =Ur1 r,n ti)e si]ty upluncl noi•tli anel east of Thc Garfield ~ieries cr,nsists o# i►-ell-clr;iinerl. severelr .
Mo=t 41ope: ai•e bet%ree~z ` 1nd 1.3 perceizt; a ez:o(Tecl -coaiz that fot•iaaed in loess imder gr.i,s ,ificl smali
rea7 have =iol3ei of more Ehapi ip percenC, and slirubs. T==c`r; -oils occitpz' t•atlgetvps. knobs. aaad the uri-
rhsin pex•reni. Slape: of more tlja» ?'U pei•- pet• slope~: r,n a-o11inz trs liill}r upl,inds. The;v 1iave asurface
rt a nd arc zloncy the ecZges of Cl7e Clt•ainaae`t at•9. 1avet• ❑f z.i;tr clay ]o.►ni Rncl ,i subsoil of :al#y ci¢i)' tlaaC :s
iti-c ~~rofi3e : rery li;ir~I. -tic1:■-. ailc~ ~aTRStic. The .~i~iiu~~l 13~•eeipsracac,n .
rr c1.irl; qrari~h-bron•a~, iriabie silt loaii1; iS 1$ {r~ ]3Zc~7e?. ~lIiCl tj1B ~'l'[7gt-fi`e8 ceass~il l." ~l~]f~llC I~~)
whc., e•e 7
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nca~e= br.,i,-n. iriabte fiiZt loam ~ra►-i:h brQUro at a Tlxese ro_]= nre ii=e(I iiiairilj- foi• gra in,al xa►l fa, aa~~l ~ri•~~~,
e 32 iisct~e: : nz~~u al. Gar~ield =ilt~- clayt loam, 4 fa 30 pe~•cent slopes, semvef-e-
1LP1er-. ,rar;~h-,,eo.,-n, firm sitc lozni wztt breaxs i:ito ly erodeci ,C c C3) .-Th is sval oee u ~ies tTieiia rrve~• rie~re toi-~=
:1[•11 ~iTf-iz1s: riell's;li. ~ _
iaic:he;. d<irk-ioron•:e, tirva siFtr elar toarn, alm(*t siPt a11d iappet' dopea dtt l(3Cs8-il liL7lsi11C7S i11 th8 -0u[he~W5Hi`1:
)reak; avio ISrl-ini xt6 ?lnche. n•,de, and then int❑ P-ti•t of rile _Otiiitv. llost c1o ~es ~r~•e l~et►~-eei~ Sa~zcl ~i I~]k;•.
• E~~lock, 1= i~rca~ to 1 inCli ~-i[3e: F~euirpL cei2t; .1 feZr z7]1R11 .lYPlS ll~l~'e 5~4peS f]f 111QI'e tllRn .30 pCYCk:'.t.
Soid. «-liepi iaanist. i:anLe~ froin vei•r clark z»c'd ~om e i : ::a•rAy• L•ad;reio~~s 1ia i-e =lo~aes af le-s pc:--
ri1 tn d.ii•1: =,1•own in colqi•. Tiie testtore of the ce:it. T;eror&enr,ttire profile:
-L3 flo1n ]ie.lE-y si1L Ic7zitii ro :iltY' C}av lpZn3. 0 go :(tis•i:-bran-n, iirin siltr rtaE• loann; „ranulnr
r 13C'Y,2c'i:[ Clf sdl]le .ll'L'ela C[J11sTst3 (}f La1'klZ1s tttA'~: L:.~n[aal.
•-ze ►'e1'olN° et'Oi{ed Freema 11 :411s. S r~l 4: dark-ba•own, firau siltr elae•, rellowisil-U107ai
rll[~tlei,Tic•1~- `~-ell [ll':li1ieC~ -Gil C~l~it ~1:13 R r-C1"~' •iirr 141Lt~ bela~r a r3e~3Tka nP '_3 Y~~cl~e~ : U]°eak= i:_:~]
l~rd~•~ ; 3 atiLli to ? iaiclie5 n•icle aaFd tlieiz into aiagulaa' bioc;a
e,1FA C =tt 1 lll[l i7 S.ltul'.Zted f a3' Sho3't pok't0[13 a~ n -_i:leh tIiiek; clar $1u3s ro;it the prisu~s anct auvWa:
e lialcls :zhotiL :P to + iiaclie= cf water tliat ~l,,ints ibloc•ks , neur~•:~a.
35 e:1-t- ics ~r~]l'~C e1CeL~C ~"1ie1~ _.ltt~l'ztit@C~. J~ODtS 4S to ilij _:"!•:IIes T.;Ci'Il G71`lsil-bI'Clwn. IIl'S11 iti'.lL'i'.!lIt 197ll1: 1i[`C``kre++
~ ia3r.) ~,r`_:n~: 1[o ' inrFie~ n•ide aiicZ tl~eri iiitca nu~l1r
c
InNreP• l.i~-e~-s n~ai~iIs• alozi~~ ~e(I faces. T ,
* rr~ ..Ya .p~el~ r~ici:; a~etitr:~l
l1C[llirill. ~liF'f:1c@ I'1~374tY F~ ~11P4111lli1. Sl"f{~{ $~1L Tll[', te1ii1'°e of []1Q Tl 7]0T Sll~3SO11 1S 5llll CT:~S' r~i' Cltl~". A-
~}~i~ ~ ~
i~; l,ea•oeni nf the ar~-et~e iv caalti,-atecg- the l~iuch r=ertenr c~~ ~o3ne ~~•e~~ r~~~~itts o# ~~tlien~, _
~t'+~Ollls]zQ ~l ~lt~~lL l' [17~ ,n1?:Qt Clsil CFD]). SC _N t'7. PL'l-.?• P.11r1L1s~ sC]1lS.
a-nr-iri~~:i r~-sr'i ~re,e= na~il i~'t`ee~z-ma~~ttre cro~3 .11iFS =±~_irt-eIl cdz•.114titl [ll1L'l ~ICll~'~!" 17[1'liZ~',bl~tt~. ~t I~nZ~i~
r-tal1o'IN' t r. t.lr ~o ii. C}tiaer ci•o 1a;:7 g ra,%rpi ai•e 1aeis D or ].t} of Nraier tiiRt p] Znt- r:111 11.2e. xr i= =ri+~:;='
_t~~ti-rr c~r alt.tlt~. for liiz- a:i• nreei~. mniiure; €~z~cl ~ncl g~la:::o• ~~:l~e~z I~-et; c~a~z=etluenrl'~•, ir c,~n 1~e Cli1CFA ,irr~I
il, Il.l~'. !~I 1=i111't. ;~.1~ 'ti'1:1::1 :~ll[~ {''P~F~~ f 1'G~7~ [1Elll' 1l'kCi?;'_? :Z Y'.1C~1t1' 1Z71'1'U~l" I'~LYl~C' Of IZ701~i111'l' fS711$~'??i.
- ~ I:~oc ~eilz~;:.izioil i~ rez~r• ctee ~ '.~"lie fea•tiliri• i~ rirecZiii.•).
1;IL1~~'[3 ~.c'~lilll~w 1'L'~P7q1141 t-] zill~'ll1`. 4[',~~7,1° ~ 1• ' -
[I(~--~: ••-o}~z~llaficE graula :n"r iii a raiigm sic~~} SLt~•f~tce rti-_~~~ i= r,~t~i~~,iinc~. the la~,~zaxl v~ ~ii~•~.~ei• et•n-_ct?
salt lnam, ~ to 20, pez'ceiit slol~es, se~-etely
t~: 1~ rIo 1L~tli.i?'_ pe~°cell t o~£ tiI e ft cresiMe is eiil.ri,-a r e~~: r?~~~
.tit~ ~i~ l~er~enr ot clze st~z•facc l~ei-er -
i•i: ~si~ :7~ tc iilu~•~tY 1J~" e3'Qzlc7lh. FE&'~]~I~ti' 73 TY1~- 1'e_I 13 :e~'ti~rcF io tlf.ll~~ t71 ~i'.1=~. ~4v]le:lt i;tiiC C~11Ef l'1'!1
.Sz~i•t,t«~ i•ii>>ofl' i3 i•aL~ac1. ::~acl the xi~c:t~~d nf atliei° cao~~_ g~'sa■r3i nre b:rle~,- nn~~ clre- ~ie]cl ~~ea.. _L.t
~t-ere. _l- n»utli as 10 pei•ceiir of roiite .ii•cas "1?s re.Z,oL.3 to natro:.re37, siiliur. ;tltd 1;110;131101°t:;. i C':t-
ieroslecl rreeiziin sails. paLality un:r IZ'e--, ; nci~ ~n a woodland groizp oe• r•.i n ne -ire,'i
"•oFj= zre zrowii a, oia Fz•eemRn silt laaiiy, a ta
I:-')e:, bt1i }-ields ai•r lawer. (Capability 2uxit Garr1SOt1 SeZiQS .
li,iaitl grouli:p: nct in i r:i~lgz _ire) Tlio C'Ya:•r;zail serie« is ]il:lLl4 Ll£] Of $07lletl•h.ii ezces=ir,,~lr
silt loam. '?D to 30 percent slnpes, severely clrainecl. zz•arellt• oz° stonx• so1I-tlrat foimccl i:nctei• Zrazz-5
ero~iof surface
i~►s beM~n zei~ n~-eD perceii
rnnr~(t in ~lici:il 4}itrie ~sli inixec~~~it~ the 11t~l~cr ~~.iL~, '1~-1~'lP-~"Clll'.i11-.: .
:1 tlie ero~is,i; l_:ci•d ~ ~~~-~~°e. I~iclu~~ec~ ~~i `~~1i. T1re=~~ ~oils ;~z'e aii ~ieirli, ]e►-el to ~itotle~~.itel~• sceel,
-e a #ew .ta•e:~~ ~f Deart-tai~.:oil~. ter~°;acev. T:he ai~nli:~l ~~~~ecipif ataoat is I$ ta ~2 inclies. a2~41
the fPLJr[-f3'EU' ."_L'.1:;0I1 75 fLballt 170 ClaYs.
Clolls Il`e til'DltiYl Ra" [?27 F1't'L']11111 SiTt ]0:111'i. ? ,,~~,Otl3 Ot T_)e GaI'I'Ta€lil dLk'3e3 :E1'C LIseCT f41' a i'aI'left' of
t slopes. biar. .-ields ,ire IaNrer. (Capabilit}• crops anil as f,ii•msfeads anc1 SL1I]ilI•ban 1r~ts.
~►'aoQ~li3i[l ~-i•aii~~ 5; zzat iii i 731ge SltB) r,~
Garrispn -raveiTy ,Ioam, 0 to a percent slopes [GgA;.--
Tlzi; is ckpe doniinaizt soil in the Spokane V,x1Tey east ot
teT Ma1'Sh tlie citti• of Spokazie. Alost sIalres Ftire betiti-ceii ?aiid 5
cir anai•li {~ml catisi=ts of -]ialIo~v, s~raxrx pe1•ce~~t. Represea~ta~,i~~e 7~~•o~ile: .
p:]'
EfL es aa'oilald 7.Zkea` f11Zt. 11:1e-h:a fltietbl.lti»- 0 to 13 incFse3. wack, verr frl:i4le grarelly loam; granislar
T1,_ 1'PgeT:1C1o11 CL77131~t-, ~ff ~il1~S Z'eC[~S `331[l $triEC[1tre: s1sgP~r1~':icisi.
7 2 ` 15 tv 44 antibes. zl.t rk-brown, frisble ►•err grar•e13y loa tn; neli tr:il.
'sc si•e:a:L;tre n# Iittlo i-alLio. for giazingy, btit -44 to W iairbe, tuiilt[enlarzd sand, gra`-ct, niad cobbiestones.
GrY~~rSa,c~ aYOTCaNE COUNT3F SE'rlcF-IIZCTpN-
`l'liia stif•face colni•. Nrlieiz atzoi.:t, iza~Lms fi-otzz vei;v cl:irk tile cvune}-. ~~c~s# :log~es :ti~ bct~ree~~ G:ii~i~ 1
larc~~~~~ ta la]~ick. '~'1le te.r-tt~~•e r~f tlie s1i~•f:~ce T:~t•er is ~i•:~►-- ~~e~~~'e.~eiit.titi►-e pi•vfile:
' eIf y° or i-crY gr;it-cli~° ]ts.z:it nr 5ilr laa3t~. Tl~e YLil~=r~ii r~ii►~e' U t,, 13 i:ic~~cs. I~~.Yr~..-rrr er~:~1,ic •ilt Iu:isia . gr:i~st~3:i
iiti cr~lor fI•[llll [~V:11i'Ii bl'C?N~•Il [C7 illQ~t-1~I1 3~ro►rii. C1;~1 .>>1~l ,~e~~cr:~l.
- liaiIe li~.►-e ;~ccrui~iii:itet~ viti rite ~boftvin of tlie pcb3;Ics in the 13 to 62 iaielie.. ci:irl:-t,ru.rn, firxti 1f,ani th.1t't1reai;7
_ la.t-er stiihtioil. TIte ciepzlti to rhe crra1-e1 stibsFZ-atum i•anges ~1 to ~i:fci,r: .~-i~~e; -i=,;htl;~- ~ts~~.
fi•e~aii ~;0 to aa i~~clzes. .-Lsiiieicli :~s 10 ~~erreiit r~f -olne :ii•E•;is cn 41ark-larowti, rr,nbae iflaFii
cvtisists +~f Bv»- ot• Plioebe :ails ar a# atlYer aa z•i°is-on so ils. In plnces the ruz•faee li-ver is vei•c• r1 ir}; bi•()I►-
This 54Pt ]G SI]11Z;,'what e-xecs=ie-etir clrained and ltzs aiiact- to 16 ineliLs thicl:. The rex t iixc af ili c siti3:nil i:
cr:iT.ely r:~~~id permelbilti'}-. rt l~olds about a itzches af -z'slt 10:1111 ro iiziit si1t}- cl:i}- I0.11ia. k's•vm 5 ts, 21-1
d►-,Yter #liret plants eaii Lise. It is easi• zo -woi•k. Roots thg lo►ver su&oil is compDsecl of Lr;ll-CI a~rcl :
penetinte #o the la er vf s:~~ifl. grn~-e1, ancl C4~]~]Ze'tt]]]G3. S7111Ci] n= 5 13eree~2t vf some nrea; cc~ii_i;rs c~ f
T~tB fCttiI1fF ]S 1l]C[~ium. Sup•f:ree ruiivly is 5lO►r. at~~l tFle ~e-ti-vton, oi• Larldn soals. •
Iia7a rii af erasian is slimhE. ~ 'TiiaY :ail is weli tlrained ,itisl moslcnatelr- P(wia
:L}Joikt SO pei-Ce]]G p~tlie arae1ge Ss culsir;eted; the rest is llo2cls 9 ro 11 iFlelze-z; Of Wafer r1',it 0,e116 C.3is
tasetl foi• _-naxin~, :~iicl as f:~~•iitvte,~~1a oL' sltl3ul'f)a11 lots. e.~sr to oi•k. ~~not Z~ezieri•ati~~~z i~ ►-er,~,- clee~~_
1Cost of the acrenze is irriVate~l. Irri~itecd :~rens :~re ~i=e~T tilit}- i: ]ii;Ii. Sis~'€;~ca rttiiaff i~ medi~tm. ili.t I
_ for orc~is~.~d fri~its an~l 1~~rries: ca.blaa~e. corii, ca~~tnZailp~, of et~osioiz is ~zioc~er;ite.
c~icunz~iers. celer~•, ai~tl 4~,f~asli: ~sr17e:~t. 00S. and barler: Mo1'e Yll:l31 190 pt'1'L'eIl[ Of tIlQ nCleryre ss cfilrl
i•e=t is grize~l. 1~°]ieat i; rlie clzief c~•Ql~. T~ i~
ntf;~dfa fnz~ha~• •:~n~~ mrz~s far =ez~~ :~ai~l~}~:~.riire. D3•~-latirl
are~s :rre gise~l 'far %.-~zear; laarler, an~l ii:~,tire Lnr~cli'~t-aMw. ~'oration irirla }~a~•lev, oitY; ~~e;~s. leiirils. ;~1f.~]i:i
Tlic~:e i= iio cliflictilr~- is~ rhe xi-ze of machinerr, lbtilt tlae =Lll wr;tis aai~l ~.bi~a Crnl~s res~~onet to 21sc~•flffisll
~ra~-e1 i; liax•cl atr tilla~e i~~i~,leaiietits A11 ca•oL)s exce~;t, i•e=1~p~iz~ rosulftii°-
1e~iinies res15vncl ta natraaeii. SaiYie crops rez-pvaid ta site: B]OI P11:L "Wood1a31C1 ni°au13}
sii~fur, br,i°oar; and p1io-j)lioru_--, (Ca~~ abaiirr iiaiiz HId-); GTenrose silt loam, t to a percenf sIapes {C:
Loamy rnnze Gite; nct in nwoocZland zrou,3} soi1 lias asurface laver ? ta -1 inalie7 tliielcer fIi
Garrisan gr.•a,v ell}• lvam, 5 to?4 pez•cen t siopes fGve;.- Gleiii•o:ie silt,1~~in, "a ro 20 perceiir ;lnpe_ Siti•t
Tliis soi1 ]ia; a, sui#a ce 11r•er t: o a iiicl:t'_ C11I1111c-P' :11:I]Y CLln f i~ :lo~r, ai~c~ tlie era=ioa~ 1~ci~:~a•ct i; s~iaY~~r. Zncliil i,
ot C'~.lL'1°14DP1 ~~ave1i}- loa`ia. 0 zn 5 percePig sIopes. Runoff Piilz Wei•z smzll nreas af Ullzliz aucl T]eaa•e-ioia
13 inerliiim.R~id rPiee3•osioii laaa_ird35n1odet'afie. ~.'he :Zn]e el'oY33 nYe MIMI a• oil G1ei1r~l_'i -i
'Shi; soil is tiyed in ineith rhe sanae lrar :~s CTia•rison to '0 pereent =1alze:: in ncltTarioii. rezer.11)10- .i
zravelty lni111, 4 ro Eperceiir ilopes. i Cala:rbiliry uriit (Cap5abilirr uiiir Ile-?: 7.olmr• 3•ai~Ye site: i1~,r i
.
IC'e--a;'Loa~~ir raiine site: azoc i~~ r~-c~n~il;~ncZ ga•o;i~~) lazicl g~•a~ap)
" Gaa•risan i-ery bz•avelly Iaaan, 0 to 8 percent slvpes Glenrose silt loam, ?D to 30 percent ciop es ir,:
(GmB).-Tliis sni3has a, tliiiuaer, iazare -savelIr =urf,lce dnrer saH has & srarface laver a zo a iiielles tlii7iner r13;
uliilx CTarz•i=_on grivellr loLzaY, 0 tv .5 percenL -1oPe:, liiud 'zle~~rv=e ~ilt 10int. 5 to'0 l~ercenc =tol~e-. ~~iri
liol~ls les: tliax3 a iixrher of ~r;~F~~z• zl~;~t ~~lafzrs ccin ~a=e. T3ze is rapid. nnd tl7e ero:aoti hazird is4erere _L~inw
zra reI catt. e3 ettreine zrgat• ott til]aL e 1]1 ai hli7C i't". A;z Qf sDllle 11'e:La" con-zi-zt= of Ber»1ii11 aiitl Decimnn
iiztiicli as 4percent of =c~i-iie ai°eir cansizrs of Qriier I"zire•isan '1'li~ ~ame erop= are grorn a= on CTleni•oMe -11E
=nils (Cspz:tbilita- iinir IN-e-5: Shnllvw rznze =ice: ixdt 20 13ereent slape=_. bur iiiax•e af rlie aci°eage ie il,
in ii wcrmffl.ititl erroiip) ' leguiiies. (Capal)iliii- a€nii ZTYe-?: Lo.3Fn.y a•.
Gat'aisorr ve~•y stQn~• 1aann, 0 fo ?0 percent slopes i7oc in n~-oo~~l.~ric~ ~ro~i~3}
{GnB,~-'Fliis soil lialds 1e=ti rl~:~lt a iir~~zes af .ra€er rhaf Glettrose siif Iaatn, 3~ ta 3a ~aercea~t slope:~ ~C:
3)1,=- c:1~~ use; 2n(1 at i__ coo Ston~• to ~~e ett3ri~-Zreel. ;LS 50i1]ia = n -iarfz=_e ]a~•eY• ~ ro 5 1~iclfe: cliii~77e~• cl~;
,clz ns 15 perceret of wome zrea_= consist z of ratiier Gsrrisoii C~~enrore =i7t lo1m. ta 210 perLelit
s0ils, ancl ns iiiueh as ? pereent is xaaacle up of -t•anite off as azpid. aiici rize erosian hne.ti•il is serer{a
outcrops. perceait, of ~ome nreas convists of £iei•iz]Zil€ or
Th'rs :as] is u;etl fQr ;raziirn. (C~s7~il~iliti• t~7~ir ~`Is-?. soi1s. '~liis =ail as iz~e~l t~ailr' far _'t-aring s C
Siinllr~rr r:~tl~e site - tiot i~~ z zrr~odl~iii~~ y a•oii~a) ' ianit ~~le-1; 1 airtli Es~~osnre ~•:~~~we ; ite :;;r,g i;
. laazd groxt13}
GTenY•oSe Se1ieS Glenrose graveily silt Iaam, ato 20 peree
, (GrB).-Thi; svil ]io1el= frviaa i TO 9 ]1iCl7Pii of e~
Tiae C'=Ienrose seriea ron=ists af well-drziaaecT. illosfZi pIailtS ciii iise. 7tnall areas of lieri31ri11 .aiid
iiiediLim-tetttired soils. T'iie-e soils #armecl uncler grnss soils wei-e iiicluelecI in anap 7113{n--'.
atid scatee3•cd lai3ie trees 2n VIarial ti11 inisecl in rlie t~3per This GUIl 15 Ii=eCl 111 ]11fi11 Ylle snliie •►-nti- :ts C'~'](
l~a~•~ tiritl_i l~e:~a~i~. ~-a~c~a~ic ~s~3, Manr area= are grzretly ]awn, a ta 20 percent Clnpes, biit r•ielcls -ire Iei=.
- o r =tonv. Tliesc soils are nearIr ]erel io vea•r szeep. The 13ilitl= tuut M-4; Loa»a}• range Gim; nat in a
:3nnia i1~preripita tioii is nbou t 2 1 anc1ie:. nticd the fi•ost-f f•ee 'P'0110 "
seas¢n is about 135 dars. Glenrose graveIiy silt loamT ?Q tca 55 pea•ce
Glenra_esoils are tiiCed fQr~rzin; pens; leiitil-, veget.ibles, (GrD)s 7liis snil Ilolcls 7 tn 3 iilc]►e: nE T[1'
aiid gi'ass,atirt foi• ~a•aziizgr. calt itsc. Surface riiainff ia rapid; nnE1 the ci•r,Mt,
Gl'enrose silt loam, 3ta 20 percent s1opes fGp31.-This is SiiVLI'. I11syilldCd in m.rppizz7 were are:as n€
. s4iT crcr,•us•s nn g1aciateel np]azt&= in flie eRz:f.-eenfz•.il Za:at°f nf siltloam. 1143 to:i5 pri-ce eit s1«pe;;.
r
P".: ciihtlREARI" SI-rORT PLAT Legat ❑escriptivn:
S'4N Quarter, 5ection 7, Town5hip 25 f+lvrth, Range 45 ~ast, Nl.f4i.,
i k portiare 0f 41ock 27, C.rtteaCreS lrrig+ilon 6laLrFC[ P1aC "A"
~p/ deacrtbed as ialkws Ihe $7esC 164 Fee[ aF tneConi noil o1B1ee. 27, E=crar r S~~Dkan. e C'~ unty , 1'■a Shington• F.s[[ywmad. slSPAMcw~r<COin~Y.f4leshiiysta shlp 25 H3rch. Annge 45
sy r . ufS.-f J• lree.f .KS.r~_ . ~ - .
~ 1ndiana A►+e. • ~
e - ~
d4 ~ N tl ~ •
Dunsmore Lansl 5urve nrs, Inc.
T r'act"A'" ~ GICEh75Eq EP! WA$fflN~.l[7pJ IC1A11~i H!]NTAAlA
N 1115 PmeS Ad • 5fww.ne E+'R 9'71L6 r
. W q p l5ot7 +14~rrie
n n
0
21
_ -
~ , ~
+ac'
` 13aidwin Ave.
eMieiuTCSxe
' • rnis wtI I cercI fy that [hi s prclinLnary pl§L a3s;~re~:4 by
0 1^-• ' - m or uder m; dlrere s~pen+ls[can accoiding tv che requ[rv,4~us
oF Sp~&.re ewrcy aM dnca rnt represenc . carylrEe cVe,L y 7Y
the Rf°F nY
Tract "B"
y a 3 ~
es lrr~g~t~°~~ y ` 'I
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sIre nAln T1'ict "C"' - I r ' _
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ii~..~her o~ Loi. 4 ii1•1-1 La1 Slee ~ •4 , H - ~
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roi.in-j eir"i 2 17i~~ V
co
ArcelvW .L [!r olflc4 D[ t1r 4-.dknrie C tp Fe,giners ceP
to'' ~ Tract vt Dn f
Aecelwarf ne 0.e uFPTcr o[ clx N+cA-ve G1..(y laalth Pr{+drtmenc m , ~ ~
!ry
N
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SCale: 1"_`50r 8loc-k 36 _ Vqpl s4CdlL I".~vz~
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JO~NS PANEL 0304
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eOWSTRING MEFMD3] [FlFTYYEr4R STORM pESIGN] PROJECY SP 80$ TIME C?F+CONCEPYTRATION (minutes)
QETENTf(]N BASIN pE51Gid BASIN: ~ and
REVIEWERR. Reich Te (oVerland) Tc (gutter) Areas "G° A'C
NUMBER C]F [7RYVilELLS PRQPOSEd DAi°E, 02-May=95
0 Single (typs 11) 1 C?ouble [type 8] C! _ O.95 L2 = 1oo PastlMed 2 49 0.25 0.6225
Totaf Area (ealc.) {r,ee H1) 4.78 Tar Te only Z1 = 3 Prnp. Lats 2.11 025 05275
Tima ei Canc. (calc ) (see HI) 13 57 L'74AJ = 480 Z2 = 3 Road 018 0.9[] 0162
Cvmposite "C" (cafc)(see M 9) 0.27 N(A) = 0.4 B= 0 0 00 8 00 0
7ime af Canc (min) 1357 S(A) = 0.013 n= 4.03 000 000 Q
Area (Acres) 4.78 6= 0013 ❑ L~ 0 DO Q
C Facto€ 027 Tc {A} 4 12.94 d= 0667 000 0D7 0
Imperviaus Area (sq ft) 7750 Tatal A Camp "C°
Vvlume Pravided 208 700 storm 2380 LI(B) = U Tc [gu] = 0.64 478 027
OutflOw (CTe) 1 t+f(8) = 04 TC(A+B) = 72.94
Area " C" Factnr 131 S(S) = U 4=C'I`A= 353
==-w===== Tb(Tot ) _ 13.57 Q(est.] = 3 50
p1 #2 #3 #d #5 95 #7 Tc [6)= ❑ Df] infensdy = 168
1'ime time Iniensity Q dev, V irm V cut Storage A~ 1 334667
Inc Inc Wp - q 21155
{min } [sec J (in.lhr.) (cfs) [cu R.] {cu. if.} {cu ft ] R = 03164
01160} (Fh'C'#3) {Outf.-#2) (#5-#6) V = 2 62
==Yr==Y=_ 7c [tatal] = Ts [averlanti] + Tc (gutter) TcL9ul = 064
13 57 81447 2.68 351 3835 814.47 3020 Tc (overlansi) = Ct'[L1'N1SAQ 5]'0 6] Q(est) = 3 50
Gt = d.15
5 3{)0 4,58 601 2416 30D 2196 L1 = Length af [3rxerland Flaw Hm€ding = 3 58
10 600 3.26 420 3376 500 2776 N» fnctian factor af overiand fiow (4 frsr average grass cavgr)
15 900 2 47 3 24 3814 9IX3 2914 5- auerage slape af overland flaw
20 1200 1 98 260 3837 1200 2533 Tc (gutter) =Length (tt )Nelocity (ftJsee )I60
25 15w 4.Fa7 219 3893 15M 2393 8= Baitam width of gutter or ditch
30 1800 146 1 92 3978 1800 2178 Z1 = inverse af cross slope one af ditsh
35 2100 1.30 9,71 4054 2100 1954 Z2 = inverse af crass slope two BT ditch
40 2400 1.18 1 55 4144 2400 1744 d= de,pth of flaw in gukter (estimate, check estimate wiEh FInw)
45 2700 1 97 140 4179 2700 1479 Area = d'B+d"7l2'(Z1+Z2)
50 3000 100 131 4299 3000 1299 Wefiter perimeter = B•d+[vsin(atn(1IZ1))+I1sin(atn(lIZ2))}
55 3300 092 121 4317 3300 1017 Hydraylio Radius = R= AreaMletted Rerimeter
60 3600 087 1 14 4425 3600 825 Velocrty = 1.4861n'R' 667's" 5
65 3900 082 108 4494 3800 594 Flaw = Velxity"Area
7[] 4200 080 105 4699 4200 499 n= Q 016 for asphalt
75 4500 017 101 4826 45W 326 s= Iongitud[nal slope at gutter
80 4800 075 0 98 4996 4800 196
85 5100 072 0 94 5079 5100 -29
90 5400 070 0.92 5214 5400 -186
35 5700 [].69 091 5411 5700 -289
t U4 6000 067 0.88 5518 6000 -482
❑RAIhlAGE RQNO CfhLCULA3IC7WS
Required grassy swale pond stvrage volume
= Impervfaus Area x 5 in.l 12 in,lft = 323 ou ft.
provided 700 eu ft fJK!
L7RYWELL REQLIIRENiENTS- SflYEAR pE51GN STORM
Maramum sfaraga required 6y Bowsfnng = 3020 cu ft
pravidecl: 238[] h!v Good
Numher and type oP Orytirells Required = 0 5ingle
1 DouhEe
Jr i
OWSMC'~~~tfi1 ~~lli.~
Worksheet for 7nangular Channel
Projec# Clescription
Project FiEe c:lhaestadlfmwlsp904.6rn2
Warksheet Eastside Corbin Lane ditch
Flaw Elemen4 Tnangular Channel
Method Manning's Formula
Solve Far Channel Depth
Input Data
Mannings CaeFfcient 0.830
Channel Slcrpe 0.010000 fUit
Left 5ide Slape 3.000000 H: V
Right 5ide SEope 3.000000 H: V
❑ischarqe 3,50 cfs
Resufts
[]epth Flaw Area 1.47 ft2
Wetted Perirneter 4.43 #t
Tap Width 4.20 ft .
Criticaf f]epth 0.61 ft
Critical SCope 0.020891 ft1ft
Velocity 2.38 ftls
IAelocitar Head 0.09 ft
Specific Energy 0.79 ft
Froude Number 0.71
Flaw is subcritical.
05102/95 Spokane County Publtc Worka FIativMast$r v5.07
GB 28;20 AM Haested Methurds, Inc 37 Hraoksids Raad Watertsury, CT 06708 {203} 755-7 6Sf3 Rage 7oF 7
.JT • 94
8aV1157RING t+AETHQD (FIFIY YFr4R STORM DE51Ghf) PROJECT. _SP 904 TII41E f]F COPtCEfVTRATi4N (mmutes)
❑E7ENTION BASIN aES1GN BASIN, srnd
REVIEWER C Reieh Tc {averland} Tc {gufter) Areas `~C° la'C
NUhABE£t DF E3RYV11ELL5 RRL7P4.5EE} DWTE: 02-May-95
U 5ingle (type A) aDouhle (type 8) Ct r 0 95 L2= 160 PastIMed 182 025 0 455
Tatal Area (r-alc.) {see H1i} 3 75 far Tc only Z1 = 3 Rrop Lots 1 75 025 0.4375
Time ai Ccnc. iralc.p (see H 1) 12 02 L1 [A] = 380 Z2 = 3 Road 018 090 4.1 62
Campvsite "C" [calc)(see H1 ) 028 N(A) = 04 B= 0 000 000 0
ime of Conc. (min) 1202 8(A) = 0014 n= 0 03 000 000 U
Firea (Acres) 3.75 s= 0014 000 000 D
C' Factor 028 Tc (R) = 11 00 d= 0625 000 UOD 0
Impennnus Area (sq ft ) 7750 TotaB A Camp''C"
Wolume ProVideci 208: 750 atorm 1670 L9 (6) = 0 Tc (gu) = 1(}2 375 4,28
CSutffow [cfs) 1 N(B) = 04 Tc{FI+B} = 11 00
Puea ' C" Factoz 105 5(B) - 0 Q=C'I'R= 306
TC(tot.) = 12.02 d(est.) = 3 a5
#1 #2 #3 #4 #5 #8 #7 Tc (8)= 0,130 [niensity = 2 90
Tme Time Intensdy R dea V in V out Starage A= 1 171875
Inc Inc WP = 39528
(min ) (sec ? [in Ihr ] (cfs) [cu. ft.) {cu R ) [cu tt } R = ❑ 2985
[0`60] (A`G"#3) {flutT'#2) (#5•#6) V = 2.60
==_,r==== Tc (tvtal) = Tc (overland) t Tc (gu#ter) Tc(gu) = 1.02
1202 72138 290 3.06 2961 721 38 2239 Tc {overland} = Ct'(L9'NIS'O 5)^O.6} R(est) _ 3.D5
Gt=a95
5 3510 4 56 4 83 1942 3U0 1542 L9 = Length of Qverland Flow Halding = 5 70
10 600 3 20 337 2713 SOi] 2733 N= fnctsan factor of oveAand flssw (,4 Tar average grass ewer)
15 90Q 2 47 260 2983 900 2083 S= average stope of cverland flow
20 1200 1 58 209 3058 1200 1818 Tc {gutter} = Leragth (it )Nelvcity (ft fsec.)IfiCi
25 1500 167 1 75 3D73 15[]0 1573 B= Bottam width of gutter ar ditch
30 1800 1 46 1 54 3149 1800 1349 Z1 = inverse of cross slape nne of ddeh
35 2100 9,30 1 37 3215 2100 1115 Z2 = inverse of crrsss slvpe twv of ditch
40 2400 1 18 1 Cd 3292 2400 892 d= depth a1 Flaw in gutter [estimate, cfieck esYimate with Ffow)
45 2700 107 113 3323 27DO 823 Area = d'8+d"2(2•(Zl+Z2)
50 3000 9 0D 1 05 3422 3000 422 V!letter perimefer = 8'd#(11sin(atn[11Z1]) +tlsin(atn(1iZ2))l
55 3304 0 92 097 3435 33DO 139 Hydraylic Radius - R= ArealWefted penmeYer
60 3500 0 87 0 92 3528 360D -72 VePosFty = 14861n'R" 667's" 5
65 3900 082 0,86 35&4 3900 -316 Flow = Velocity"Rrea
70 4200 0 80 084 375D 4200 -450 n= 0.016 far asphalt
75 4500 0 77 081 3853 45DO -647 s= Iongitudinal slope of gutter
80 4800 ❑ 35 0 79 399C1 4800 -810
85 5160 0 72 0 78 4058 5100 -1042
80 5460 0 70 074 4167 54DD -1233 95 5700 0 59 0 73 6326 57CH] -1374
100 6000 067 0.71 4412 6000 -15m
-------r.. _~.~m.._~_-
f]RAIFiRGE PONp CALCWLATIONS
Requued grassy s+nNate pond starage valume
= imperviwas Area x 5 in f12 in Iff. = 323 cu ft
praVidet! 750 cu ft C7VtI
ORYWELC REQUfREMENTS - 50 YEAR DESIGN STL7RM
Maximum storage required 6y Bowstnng = 2239 cu fit
provided 1670 No Good
h3umher art9 type of Cltywells Requi red = fl Single
1 [3auble
~ • ~
Worksheet for Yriangular Channel
Prayect Qescdpton
Project Fi1e c:lhaestadlfmwlsp904 frn2
Worksheet Eastside Corhin Lane ditch
Flnw Element Triangular Channel
Methad Manning's IFormufa
Solve For Channel Depth
Input aata
Mannings Coefficiertt 0.030
Ghannel Slope 0.011400 ftlf#
L,eft Srde Slape 3.000000 H: V
Right Sids 51ape 3.000000 H : V
Discharge 3.05 efs
Results
Depth 0:65 ff
FI'vw Area 1.26 112
Wettsd Perimeter 4.11 ft
Top Width 3.90 ft
CrftiGal FJepth 0.58 ft
Critical Slope 0.021285 fUft
Velocity 2.41 ftls
►Je1ocity Head 0.09 ft
S,pecifiG Energy o.74 ft
Froude Number 0.75
Flow is subcritical
~
05102f95 Spakane Caunty Pu6lic Warks FkwMaster yy 07
08 31 53 AM Maestad Me[hods, Inc 37 6raakside Raad Waterbury. CT 06708 (203) 755-1666 Pags 1 af 1
o ~
~ ~(D F< C
F'[.ANIItiYING 1JEPAftTlviENT WALtiS 17 I-iL1f3BARCS, DTREC"['C]R
• MEMQRANDUM
L V. r
I]ivisian of lltilities
Deparnnent of Buildings
Spokane County Health District
Spcrkane County Parks Department
Sperkane Caunty Fire TJistrict #1
Consahdated Trrigation Districc
Central V'aHey 5choo1 I]istrict
FROM: Jahn Tc3dd, P'lanner I
DATE: December 23, 1993
SUBJECT: Parelxminaty Short Plat SP-8$4-93
Attacheti is a copy Df a redesigned preliminary Short Plat rnap subFnitted by Warren
Standal.
Piease Xeview the praposed redesign and xeturn yaur comrnents and recnmmendaticrns by
ranuary 10, 1994. If you have any questians regarcLing this ~'ile, you may Gontact me at
456-2205.
Please direct any written response to ,Tvhn Tvdd.
Thank you for youx prompt attention.
rp
EnclQSUres
c: Warren Standal, 17502 E. Indiana, Greenacres WA 99016
Lawrence Dunsmore, 1115 Nvrth Pines, Spakane Wa 99206 WEST 10Z& BACihDWAY AVENiIE ' SPQIC.ANE, WASHIIVGTfliV 9925{]-0240 -(509) 456-2205
OFFICE OF THE COUNTY ENGINEER
SPOKANE COUNTY, WASHINGTON
1'O: Jeff Forry, Department of Buildmgs
FROM: Bill Hemmings
DATE: Tuesday, August 15, 2000
SUBJECT: B.C.C resolution #91-0882 Implementation (July 2, 1991)
Attached are the individual lot plans for each lot containing a swale in SHORT PLAT 0904-93, plat # SP-
0904. Please give the appropriate lot plan to the individual applying for a building permit on the lot, so they can
draw their house and approach to scale on the lot. We will need this plan, and the corresponding $1,000.00 cash
surety, in the form of cash, letter of credit, or savings assignment, before we can issue the approach permit.
Also attached are the letter of credit and savings ass►gnment forms.
~ ",4GIZEEMENT"
r
In coilsideration of the issuance of a buildsng permit for Los Black ,
SHOR'Y` PLAT 0904-93 (pfat) plat # SP-0444
(Deaeloper)
has deposited $ 1,000.00 wath 5pakane Counry as security fpr full and £aithfial performance by 1]eaeloper respecting certain drainage
facilities and sod in accordance with the drawings and sgecifications as sulamikted to and approved by the Spvkane Counry Etigilieers
Offiice on
(date) 199
.
Deuelvper hereby agrees thac shQUld such drainage Faeiliries and sad not be constructed in accardance with the approved
drawing withsn six months vf occupancy, Spokane CQUnty rnay then use the security to bring these facilities and sad rnio confarinance
therewith Qeuelaper shall be respansible for any costs incurred by the county sn excess oF the amount of securiry.
Sp okane Cesunty agrees iv retu rn tv Deve loger any unused funds ugvn satisfactory complecian af these faci I zii es and sad
NAME & AT]DRESS TQ BE FZET[JR.NED TC).
(Developer Signature)
DATE
ASS3GNMFN'f'
Fvr security purpases only, (deuelnper)
hereby assigns tn SPQKANE CC)LTNTY, a political suhdivision of the Statc of Washmgton, che following
Savings Certaticate Number
in the face amaunt of $1,000.40
and held in and bv
Bank of
Branch
(bank adtiress)
This assignment is made as security for fu31 and faikhful perfornsance by
(de►+eloper) of cercauz ciramage faeilities and sod for LC]T BLClCK , SHORT PLAT 0904-93 (Plat) Plat # SF-4904
in accordance wsth the drawings and sperifications as submitted tv anti approVed by the Spakane Counry Engineers office on (date)
, 199
Any ititerest henefits accruing under said sauings certificaCe shall remam the praperty of
(deueloper). Said saVmgs cerriicate co be released ta (develaper)
any other party only with the prior writccn cansent and agreement of Spmkane CoLint}+.
PROVlDE1J, FURTHER, the undersigned dfles hereby authanze
(bank) tO pay oVer Ca Spokane Caunty all or a sufficient pvrtion of the nianses m che savmgs certificate referenced hercmabove upora
writken do c u me ntati o n being received frorxa the 5pokane County Engineer indicating rchat the purposes fos- whic h khe sav i ngs ccrti f i cate
was assigned have nQt been fully asid faithfullp performed as required and a statemenk of that arnvunt of maney which the Ccaunty
Engineer as required and a statement of that arsiount af'money which tne Councy Engineer deems necessary ta complete such
obligation. Upon receipt of such written dacumentation, (developer)
hereby authvrizes (bank) to release ta Spakane Cvunty that
amvun4 of money reqiiested up to the maxunum amaunt in the savings cerhficate
(devetoper) shall be responsible for any ccssts incurred hy tlie caunty excess of the amount of seeuriry.
£7ATED this day of , 199
_
BANK OF
F'resident
Secretary
dA"CED this day of , 199 .
I]EVELDPER
STATE UF W,45HINGTC3N )
•ss
Caunty of 5pokane )
On this day persosially appeared befQre me , to me krstrwn ta be
tlie mdrvidual desceibed m and wha executed the within and fvregomg instrument, and ackncrwledged that signed the same as
free and voluntary act and deed, £ur The uses and purpvses therein rnenttoned
l_iIVEN [JNDER MY FIAND ANUT []FFTCIAL SEAL 4his day of , 139
Notary Public ua and for the State of Washingian, ressding at Spokane
,
Febnuary 1, 1995
MEM[]RANDUM
T0: Wat-r'en Standal
FR(]M: Scvtt Engeltard, Prcaject Coordinator
SLTBIECT: PIan Rerriew and Fee Agreement
F'ILE: SP-904
Clur vffice has reeeived a check print for final plans frorn your engineer. In order to proceed
with vur review, the final fee and plan checking agreement must be submitted to vur vffce. I
haVe enclased a copy o€ our standard plan checking agreernent, glease fill it aut and return it
vvith a check far $100.00 so thafi we may praceed with revievy. 5hou1d yau have any questivns
please call me at 456-3600.
. ~
I * , ' %
RECEIPT aafie Z-14 9 Qa- 2181
Retei►red From-p-
~ - ~ Add ress
Dollars
Fo r~L~ 104 I
ACCOUtd1 ~ Hf3VV PAIQ
. AMT OF ~ I CASH, g ~
_ ACCOUPIT 1 ~
' ~ . AMT RAID CHECiC ~ r ,
9AU1NCE MOWEI"
~ QUE ORdER By
~ 1
s 8fi808 ImUFCRM
_ - ' - - . . _ . _ _ _ - :x
- PERSONAL MONEY ORDER ~ ~w~cm 02737731 ~8
U.S. Bank o£ L~Iashingtt~n, Nativnal .9.ssociation
Seattle, Washir%toa
for- SP ?4if
Mar _r_~ d Y 19 q c
Pay To Th e ,
Oraeroe ~avf~zk~ Co. Es~a,~r.eer
f - i r•,~,~r,~,~,~;~~~~ . Li ;,i~~ 12-6302 wA uss
lQ Rid( ~E ~nrp,
Rlot Pay-able fpr more than YuRCHnsE sIcrvAruaE°
.Mo.i- r, EAa, rto
t7NE THQCTSAIVTD DQLT.ARS ;;nanM r~~ -
Q - [~/R r
ClTYf ATE •
11'02737? 3 1ii' 1: L2 50a0i,05I: 3066 2 22225P
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i~
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❑ate 14-- 19 9(~L- 21$1
. : - - RECEIPT
Rece"tved From cn~,,~
- - ~ ~
- - Address
Dvllars $
Fa~!°L~ 9''?~
ACCOLINS ~ HOW PA1d
Ah1T C]F ~ [A5Fi ~ r
ACCQUh1'f
Ah1T PA1D CHECK y~ ~ X~64
~B14LAI~CE ~ pRMONEY DER BJ Y-
ti LIE
~D
• ~ ~r
$KOi13 r(FDFCRM
PERSONAL NIONEY (JTiDER ` e~~ ~ ~ ~ ~ ~ ~ ~ r~ .
' f_J:S. Bank of Washingcvn, Natictnal Associanon s
5eattde, Washington
fn r SP 90 if
Marc4 1SI ig Qc
Pay To The
C]rder Of FC7 DKQxf Co, Fii'A sVt eE r
0 ` ' ~ 5* - ~ s~ ~ (~3 •-T ~ ° ~ . , 12-6302 wn 1195
, 3 ~ ; ~ ~ p,~ , c1 , ~a i.~.~ 1 •A _
_ i~'lif~4~ ~bhb.
Not PayabZe f0r more f1'ian ruacynsEFrs s[cNnrureE' -
~os ~ Sg m N~
. aNE THQ[ISA~iVII I]QLLARS i+06aEss
0 wQ t
- - - ~fTYI TATE
1e60 2 7 377 3 iu' i. L2 SD0O 1Q 5i; 3086 22222 51i■
_
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S p C) I< A T■I 47 L_l' T•T 'r Y
J
QFFICE OF TFiE CC3UNTY EAIGINEER • A DIVI5IC7N OF THE P[]9TJC'W(3RK.S'DEPARTMENT
RonaId C. Horinann. P E, Ceunty Engineer Denzus M. Scvtt. F E., Direetor _
REV[EW CC7MMENTS
7O: Jim Preble, P.E. - Pr+eble Engineering
FRC}M: Ghris Reich ~ Engineenng E]evelopment Sef`vices
SUB.IECT. Shvrt Plat 880 anti 904, Review #2
aATE: Mar , 995 rv'lm. 2,tct4,a
V
A review of the raad and drainage piaras for fhe abnve referenced project has been accomplished.
The list below is a sumrnary af the items #hat need #a be addressed. PIease refer #a the enclased
plans rnarked "C]riginal" for complete camments.
Cnrbin Lane - Plara arrd Prafile
i. Please add "Indiana" to ftae la6ee at the road intersection to #he west.
2. The dimensivns on the typical pond sect"son da nat add up. Please revise
Drainaue Reoort and Rlan
3. The Bowstrirrg caCcufations for Pvnd 1 and 2 are not correct. 7he slope for
the overland flow shvuld be entered as a decimal (i.e. - 1.3°Io as 0.0 13). Thes
increases the time of concentration and the peak storage voEume required.
According to my caleufa#ians the required valume for Ppnd 1 is 302(} cf and
2239 c# for Pand 2.
4. Revise drainage plan tv incorporate fhese changes. . .
Please ma'ke the necessary reaisions and submit revised rvad and draieaage plans to fhis v6fice for
review. Re#Gm the enclosed plans and report marked "OriginaP" with your next submiital. If yau haVe
any questivns, feel free to call.
1026 W, 8rvadway Ave. • 5pokane, WA 91250-0170 •(509) 456-3600 FAX. (5[39) 324-3478 TDU• (509) 324-3166
April 25, 1995
Spokane County
1026 W. Broadway
Spokane, WA. 99260
ATTN: Chris Reich, E.I.T.
RE. R-Ridge Corporation
Short Plats # SP 880-93 & SP # 904-93
Dear Chris,
Enclosed is the second submittal of the drainage report,
drainage calculations and road design for your review and
approval. The plans will be signed off by the proper
personnel when preliminary approval has been granted.
Please contact me at 455-6270 with any questions and/or
comments.
Sincerely,
James W. Preble, P.E.
Preble Engineering
(509) 455-6270
enc: 2 copies design plans
1 set county red lines
1 copy approved Water Plans
1 copy Private Road and Utility Easement
RECEIVED ,
APR 2 5 1995
SPOINidE CAUi;TY EPiCiNEER
.
*
i
~
S F C7 lf Aa N E " C O U N-i' y
PLANN1M11G IJEPARTMENT ' - - r - " WALLIS [7 HIlddAR47, DIRECTpR
~~~~VED
MEMORANDUM JU RG~'
'X`D: Aq5tr~~Tgi~~ee~nrc~aas
DiuisiQn Qf Utilities
Division af Euildmgs
5pokane Caunty Health i7istrict
Spvkane County Parks Department
Spokane Gounty Fire Uistrict # 1 :
Cansolidated Irrigation District
Central Valley School District
FRQM: I7oug R. Srtipth, Planner ~
DATE: Tune 7, 1995
SUB.TECT: Final Short P1at SP-904-93
EncPosed find capies of the above referenced final plat. Please review and fmnward any
cornments hy June 21, 1995. If you have any questions yvu may cantact Doug R. Smith at
45G-2245.
Please direct your written cornments ta Doug R. Smith.
Thank you.
rp
Enclcasure , c: Warren Standal, 2923 N. Argonne, Spokane Wa 99212
Jasephine H. Hmtchkiss, 532 S. 15th 5t., Sunnyside WA 98344
Lawrence DunsmQre, 1115 Nvrth Pines, Spokane Wa 99206
1026 WE5T SROADWiyY AVENl1E • 5ro[cnrre, WnSHINGTOw 99260-0240 •(509) 456-2205 • FA}C (509) 456-2243 • TDI] (509] 324-3] 66
c 0 p y
3 60S284'1262 ORIBlNai Gr~ r-1) nR QFr.0Pr~~~
~ 2 8 1996
UE+CLAR.diTTON []F CO'LEN'A11iT `"•C`l I 1` 1 `"n
SPOKANE OaIlNTY, 1+VIw.
'w.e
En cansideratian of the apprgval by Spokane Caunty of ~ c7f} -17( 93 Q x ~ ~ ~ ~ ~ 0 175
(hereinafter referrecf to as the "beveropment"), the undersigned cpveuants and agrees that:
1. T'he subdividerlspazisar will canisiruct tlne private rpads and associated drainage f$cilities in conformance with the appraved glans
❑n fde in the Caunry Engineer`s Office.
2. A Iot is served by a pxivate road when: a, the anly road frQntage for the lat in the I3cvelopmeat is on the priaate road, or; in. a Io¢
havang frantage an uzare than are road (public or private) constsucts an appraach ta the privaie road.
3. T`he ovsincr(s) af any Pot created by the DeaeEapment or alternation thereQf and ser►red by a privale road shatl be respansible far
maiatenance of said prir+aie road, including associated drain,age faciliues in canFarmance vvith ap,praved glans qn file with the
Cvunty Fnguneers ofFicc.
4. Nia4ntezance fmancing af the private roads and associated draiuage facilities shall be in a manner detcrmined by the owners of:
a€ lots served by+ such pria , -
b. the majprity o 6 ed by such privale road, ,
c. the majaaW-sqftare footage of lots served by sech-pr-ivate-road;_or , .
d, A ~ C1 r~ c~► o ~5 ~ ~ ~ ~ i~ ~ 0S "J'•' 9, r7 ! ~ 5~' S- ~ ~ ~G
,
5. In [he event such privace caad, inciudiag assocsated drainage facilities is unpraved to Spakane Cvunty standaxds for public streets,
and tlne County is willing ccr aceept the aedication oF such road and facilities, each 1ot owner stralt ex,ecute aay dc3cuments necessary
to aceomptish such dedication. . .
6. Qwners of lom u+ithin the i7eveloprneat who are served by such road, may sue and rer.ower damages and altvtuey"s fees fraffi any
owner of any Iat within the I3eaePapznent wkaich is similarly serwed who refused ta participate in the road and drainage faciliue,s,
Gonstruction, f"mancuag, aud maintcnance.
7, FVARNIVG: 5pok.cne 0 +wuy has no respansibilery ro build, itnproue, or inurntain or oihenvise service 1he privute roads, ine[uding
associated drezirage faeilities, conta[ned avithiia or provirang service 1a the praperry described in this ]7evelcpme►rt. By accepting
rhis Developmenl or subsequentl,v by a!lowing abuilritng permir to be issued for property on a private road. Spakane Caunay
a.rsumes nca obligalion , for said privrue road and rhe owrters herefiy aclawwfedge ilw dhe Cvuruy iurs na obIlgalian af uny kar,ul of
narure wiuusaever to estu62ish, erumine, survey, corxstruct, alter, repair imprave, maintain, provide drairange or srrors+ removaI' on a
privrue rcrad, ar assocured drainage faeiiities.
S. This covenant and agreernent sW rua with the land and shall br, binding upon the awner, their heirs, successors ar assigns,
uncluding the obligation Co participate in the maintenance of t$.e private r[sad, and drainage facilities as pravicied herein.
~ e-E - C?rr
owlVIER J J
OWNER
DATEI3 this day af J4& 4-Y , 19 /
STATE OF WASHINGTQN ~
CourFty nf Spaknne .l
Cln this drry,persorurldY aAPeared before ►ne ~~~a-~G ~
kriowrr to ine ro be the i►adividural(s) descrr6eri' in rjtd ivlww erecuted ihe wirhirz aut foregoing instnrariex rurd aeknawledged that
helshelrhey .signed the sanze x heslherlrheir frce and voluruary act and deeri for 1he uses cutdpurposes Phereui siared.
+GIVE1V []'NDER MY HAN13 AND UFFICLAL SEAL tius X-/ day o, f 7 19
.
Nata6'Public rn and r ahe Sta1e
y of W'ashington, rerrdi~ at Spak.ruze
k1dSlWeclWV9d
Drainage MainGenance
DECLARA'I'IC)N UF CflVENANT
]n csansideration nF tlie appmval 6y Spakane Gounty of 4.S{1 o.Lf`
(3iercina$er referred t❑ as t3ic "4evelopment"), [lsc
undersignesi cnvenan[s and agrees ahat
E Drainage easements, as pfacted and shawrt liereon, whicPj 3re Far tlzc purpose of
installing, qperatmg and maintaining drainage swales and drainage facilaFies ta dispose csf'
tuitaff, as canditivns ofplat appmvxl, are heacby granted to thc public
2. 5pokane County and its auihon2ed ageiits are hereby granted ilie rigfit pfingress ancl
egress to, oVCr, and from said easetnents For the purpose of inspecteoit arid emergescy
maintenaace of water quality treatment swaPes ("243 swales°'}, deteiitivit ponds an1 vllier
draicrage facilities, if iiot groperly mainta`sned by property owciers Spokane Coufity does
riot accept the responsibility t4 mspect or mainCaiii tlie dnrnage easements mr drlinage
swaies, nor does the County accept any l2ability Eor any Clilvre by rhe lot srwncr(s) to
prvgerly maintain such areas
3 The propeety owiiers within this Plat, slia[1 be held respQnsible For k-eeping open and
maintaining the sur€'aee paFh QF the natural or rnan-made drainage flraw qacr and acrvss
their respective praperties.
4. The property owners witliin chis P1ac shall mauitaiii alg water qualsty treatnieiit swales
("248 swafes°'), detention ponds and drainage ditches s'stuated vft their respectaVe
praperties, and any portion of a 708 swaPe situated 6n tkie puhl"ac rieht-of-way adjac,ent to
tlietr respecti.+e propercies, ti+nth a pemianent gmuiid covcr as speeified oji tIte current
appeovcd plans on file at the Caun[y Enginecr's C3ffice, The propertv o.vners may install
appraVed shaubbery andlor teees which do not obstruct the flaw and percokatioll vf storm
a9rainage water ira the 208 swale and drainage ditches, as ijidieated by the ctarrent
approWed pians on file with the Caunty Engineer's Office.
5. The property owner ar his eepresenta[iVe shall isiform each succeeding purchaser of al]
drainags easernents on the praperty and of his respansibildty for maintaining surface
drainage paths and any sw$les aitdlor detenlipn ponds witliin said easemsiats
fi. 5pokane County daes nat aceept respansihility aC maintaining tlie draunage course an
pr9Vate lots within drainage easements or floodplain areas, nor the respvnsi$tlity for any
damage whatsoever, iacluding, but not luiuted to, inverse condemnatio:z to any properiies
due to deficient constructinn anc31'or maintenance c£ drainage c❑uises in drainagc
easements an pri►+ate prvperty,
7. IIf the p€oper[y owner fails to maicataiu the surface path of natural ar rnan-made
drainage flvw, Qr the drtrinage swale ar detentson pands, a natice oF svch fadure may be
I of 2
• 400t12a9
PF e; S of 2
01603fa ua;z~a
5TI~C ~1 O4I
geven to tlie propert y awner, 1F not c orrccted within ttie penad iiidreated azi sa id natice,
5p4kane Cvun[y lias the rigkzt t4 correct the maintenance fatlure, 6P llavC I[ CnrreC[ed, at
the expensc ta she prvperty owner.
S. ,4ny bvilding that is constcueted on a lot irt this Plat shall be Sct at suCh an e1evilion So
as Co provide positiWe dramage away from arty drainage entry poiiit to tlie huilding
(4[]CIl1dll7g }7lAt ilOf l1i77lICd TO 8 WL1]dpW WeII, a window unPratecred la}° awindpw wel1, or
adovrway), S7id positive drainage shall consisc of a minimaint slflpc of 3°!o away frvjri
the huiidmg fbr a distance of at ]east lfl fec; Front the buildiijg 71ze lvts sliall be graderl
sQ that eiti:er:
a} al1 runafFis rouEed away fdvm the Uuilding, and conwe}•rd m er tlie loi tq a
natural drainage swale or apprnued drainage faci(i&y, c7r
h}, dramage intercepted ozt the lat is dispvsed oFon 1he loi in an approved
drainage facility shall be eanstructed in accvrdance with the approved Rlaiis vn
file at tlte County Enganeefs Office
Any revisions to the approved drainage glans must be appeoved by clie Corii,cy engineets
Qf#`!ce pnor tQ c4nstrtction nF said reVasipns.
~ - R r ► dn , C,,,~. • ~
WNER J
OWNER
Dated thss s~) day of 1991f
STraTE pF WASHINGTi]N )
County of 5pa4cane ]
C7n ttsis day persnnal[y appeared befare me u'Wk'rtF"u
klio►vn to me tn be the individLial(s) described in and
who execuFed the unEhin end foregoing instrument and acknflwledeed that helshelthey
stgned the same as hislherltheir free and voluntary aet and deed far the uses and purposes
thenein stated.
C;[G'EN UNDER MY HANA AND OFFICIAL SEAL this 3 aL'~ day af
, 19916
~ -r J I
Noturf Fsablic in and Far the 5ta[e 4000299
of washijsgtan, residing as 5paknne pig~•2 pf g
2 0f2 0fif~~tl199fi 04;24P
STAM cu' So,u0 Nfti IR
Ju1y 26, 1995
Spokane Counfiy
I026 W. Broadwsy
5pokane, WA. 99206
ATTN: Chras Reich, E.Z.T.
RE: R- Ridge Cnrporgtion
SF 880-93 & SP 904-93
Dear Chris,
Enclased are the carrected mylars fnr the abave mentaoned
short plats for final appraWal. The mylars have been signed
as reques#ed. Flease cantact me a# 455-6270 with any questions and/or
coiaments.
Srincerely,
z
James W. Preb1e
Pareble Engianeering
erac: County readlined prints, 2nd submitta1
Oragional mykars: Road p1an & pcofile µ;Drairtage plan
Draaraage Report ,~~UL j 12,95
' -4u1NE1ER
~I
904-9-3
IR.. ~ 4. N r~. C~ T' .~t~'. E p r:3 IRL Ir
-
~
~~•~-95°
~~•,Y-
PREBi~E ENGTNEFAkNG
10111 W. MEL~~LLE R].
GfIMY, WASHINGTON 99004
455-fi27Q
r ~
DRA,~ NAGE RE'PdRT
SP 880--93 SPP04--93 -
i ~
x-RIDcE CoRPORE~~~ ~ ON
:~ITr• CaNnr TInNs:
Th~ subjec€ pr«periy is iocate:d is the 5au,thwest 1/4 o.t`
S ec i i o n 7 , ow n s hi p 2 5 Nra r• t h , Pt an; 45 Eas t , W , M . i n t k-i e
Ccaun-ky caf Spol:ane, Slate of Washington. The site is c:urrentlv
pasturc lard an~~ LUldf-retO~~ed. `1lie soil classificatinn is
GarF--~sort by tl4-e S . C, S. i.ianuel fcYa• Spo-kene Ccrlanty. TiYe 1 atid
sloVe genkly to the wF;st at appۥoxima!.ely 1%.
PRC]PC.-5E1) I3EVELOPh'EEi;T .
The si te is a cornbination oF swrs (2) subiiiitLed Shna• t
Pluts. 5P r880--93 Έ-9;3. The property is ts be develaped
iratti ciglit (8) ]ots, do}it, {4} %n.~thira eac1a Sh.ort Pl.;L. wi-th a
eominon access easemerit separating the PlAts (Lorbin Laiie) _
'f'fie coinaiiori access 1 s api-oposed aspha.i t df• ive beiiig twen Ly
(20) feet in cvadtia ivi th a drainage swale along hoth eclges of
lhe pavetnent, The drairxage t'roni tt~~ ~ast wi li clrai-n into a
ps°aposed "208" pana (1'ond No. 1); this c1rainage is Foi, the
Shar# Plak # 904-9:3 and rvi 1l nat 1iave any af"f ect upnn the
drainage frarc 5linrt Plat # 8$0-93. The clraiz-iage West ot' Corkain
Larae that lias an impact upon the sx te will drain Wia a
drainage ditch intv a proposed "2[08°" pond (Pond Ivn. 2). The
deteniian p❑nds have been sized to satisify the "208"
requirements ancl ta detain the runof4' €rnm the fifty (50) year
design s lrom.
CCJNCLLSTdN:
The ru-noffform the Eas t i s calcul ated as 3.25 cfs,fai•
the fifty (50) yeai• starnr using the rational method, the "C"
f actvr usec3 i s 0.27 based upon the campas i t e f'actvr tar tFaL
prvpvsed deveiapment (see sheet A--2). The r uncrff wi 1l be
canveyed overland untz t 1 i t is intereepeted by the di•ainaffe
swale a1Qng the Easterly edge oF Corbin Lane. The runaff wai3
then be disciiarged via TW[} (2) Type "B" dryweiiS fram the
"20$" Pond, tYie pond wi 11 detain the total prn jected runaff
and lhei°e sviJI rsat be any discharge From tFzc Pond ontp the
adjacent prc~~erty.
The runoff From the bdesterly edge of Gorbiii Lane that
wi 1l have an af fect upvn the proposed developi¢ent i s
c~lculated as 3.03 cfs, for the fifty (50) yeat° storm using
the ratinnai method, the >'C" factor used is 0.28 based upan
tlze camEpos i te f actar (see sfieet Q--5 l'he runoff wa 1 1 be
conveyed wia adrainage swale irita Pand Nv. 2 where at wi ll be
~
~
di schai-ged vi a atyge "B" di.ywe2 J. The Pond was si zec! -ta
detain the tvtal runoff t'or the desion stor•ni.
Basin "I7„ (see dr•ainaoe plaii) _wi l I ciischarge di reclly
ca('fsid e as i t currently cloes. The "_C" factor• far• tlxe exi.st inn
pastLii-e is 0.25 and the desigrs "°C:" fac:tar used as alsca 0.25
based upran a1. 5-3 . C DUIAc clesign as st ipulatrd in the Spo'kane
Catanty Manuel,
1'he pt oj es: tec1 s•unut'f tfiat affucts this s,i te ws 1i be 9'tisI 1NI;
contair+ed except ►`car Clae aksove n.eniro:ieci runcsi'f Ys~rma Basin "D"
ttiat i.7 nnt i.ncrcasec€ c1u,e t1;e ri.~~goi'f cnefficzeaais :jeingr l$ie
sani e. There wi.&1 be a c,lccraaae ln the rur7aff ko the }Vest as
the k'onds are projecLei to discharKe 1~-ce dfssio•is stoa•ms via
d1•ywells.
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B4WS7'RING ME7HOD (FIF-f Y YEAR STC)RM DESIGN) PRDTECT= R-RIpGE
DETEN'TION BASIN DES1:GN BASIN= PQfVD # 1
r'-"'EVIELJER= .7WF'
NEJMBFF: OF f7f2YWELLS PROPiJSED C]r TE~ APR 24 ,95
0 Single (tYP ? Doub.1e (tYpe B)
' Tota1 Area ( calG . ) (see H~ ) 4.79
l" z fne af Conc. (c a 1 c_ ) (s ee Hi ~ 14. 6e
Compcsi.te "C " (calc. ) (See I-E1 } 0.27
1'i rri ~ ~ f con c. ( ni i rI) 14_ 68
Area. ( AcJres) -4. 79
C' F°~- C tt] r 0.27
Impervious At'ea (sq. 7750
tlolume Pt oviclecl 700
oLi tflx: w (CIS) 2
0t" eC. ~ L" " FaCtor J, . 29
ir2 -0 3 1i,4 4146 #7
T 9flIF= T 1Voe, T llLen51 r:! dEV. v 11l 4l L7Ut: StCe1"'19t-;
l iIC . ~ fit: .
~!11.Lii- 1 (seG, _Ln .F`Ii1"' (Cfv) ~cU_ '1't_ ] ~GS.!. ~[:u . f-c
~ _4 I :k6 0: 0OL) t-f _*i`rG ~ L4~`J"461
J..°-t_4~].S72.Jt7 rt~1.S}34Jr~2}.. 2..~3t~1,1.~•C~4 .",.~i.,~~..~~ ~84% 1762.0714 2080
µ•-^_Y^ ~ 300 4 U 5 .92 L3 8 J 600 1J V.3-.
10 300 3_ ~0 4.14 3327 1200 2127
1s 900 2. ~v7 3_ 19 3832 18oG 2032
20 12U"Cl 1.98 2_ a6 3840 2400 1440
25 1500 1.67 2_ 1b 3887 3000 887
30 1800 1.46 1.89 3964 3600 364
.35 2140 1 _=30 1.6B 4034 4200 -166
40 2400 1.18 1.53 4120 4304 -680
45 • 2700 1.07 1.38 4151 5400 -1249
so 3000 1.00 1,29 4267 6000
55 3300 4.92 1.19 4283 6600 -2317
60 3600 O.87 1 _ 13 4388 7200 -2812
65 3900 0.82 1.06 4454 7800 -3346
70 4200 4.80 1.03 4655 8440 -3745
75 4500 0.77 1.{]0 4780 9000 -4220
so 4800 0.75 0.97 4946 9600 -4654
85 5100 0.72 0_93 S028 10200 -5172
90 5400 0.70 0_ 91 5160 10800 -5640
95 5700 0.69 0.89 5354 11400 -6446
100 6000 0.67 0. 87 5459 12000 -6541
E:}RAINAGE Pf3NC7 CALCULATICINS
Requ.S.red grass,f swale pond storage uealume
= Impervirsus Area x _5 in./ 12 zn./ft. = 323 cu. ft.
Grassy swale pand valume provided = 700 cLS _ ft,
DRYWELL REQUTREMENTS - 10 `fEAR DESxGN STORM
hlax a mum storage requ i red by Bvws t7- a ng = 2127 cu. ft.
hlumber and type of ❑rywel ls Required = 4 5a ngle
2 RQUble
;
~
- - - ~
i..f ,a c. rr
• TIME QF CC]NCENTRATIC7N (rninutes)
"T"c (averland ) Tc (gutter ) Areas "C
Ct = 0_ 15 L2 _ 100 2.57 . 25
Z 1 - 3 2.04 0.25
L1(A ) = 480 Z2 = 3 0.18 0.90
N(A) - 0.4 R = 0 0.00 0.00
P,) - 0.01 ' n - 0.03 0.00 0.00
s _ 0.011- 4,00 0_00
Tr- ( R ) = 14.00 d 0.675 0.00 0.00
"fotal A Comp "C„
0 'F c (gu) 0-6~-~ 4.79 0.27
f*,( B ) = a Tc( A fiB ) = 14.00
B ~ 0 ~~c:~~~:r=~= r .31
7 ( L. ot . 7 14.68 CX ~ c, t , ~ . 32
Tc (B) ~ 0.00 IllteT3.31ty 2.52
-i c ( t u t a i 1" c C 0 v e r .L a n c# ~ ~ I C ( 9 Ll i. t„r_
7r (ouer .l. and) - Cf:..K(l_I*N/fa-0. 5) ~-0, b }
C t = 0.1S
L 3. Len, i: h cs f Ove rj~jnci F 1 nw
N =f r.ic~.io r7 fac tar o-r uve'-I a nd Flow C.4 i o'i average g rass cover- 1
S - average s1cape of ovet'1and '11ow
i L.. (gutt. eY ) L~ength ( fL. . `/V eA oca. ty ( f t _ / se+,;: . )/60
[3 Bortorri w,t.dth of rlutter o-i- ditc}7
7i in~erse n-F Grous slape c~i-ie of d3. tl`.h
Z2 = trit!er.5e of cross slop: tEaa of d.i.tch
ci = depth of flow in guLter- (estirnate, check estimate with Flow)
Area = d*B+d"'2.'2=k( Z1+Z2 )
Wettar per imeter =B;sMd-f-( 1/sin(ai.n(I/Zl))+1/si n{ atn(1IZ2)))
FiYdraYliG Radius = R= Area/Wetted Perirneter
Velocity = 1.486/n*R"`_667:a:s"`-5 ,
Flow = Ve.l.cacity*Area •
n = 0.016 for asphalt
s = longitudinal s1oPe of gutter
~
7
~ ~ ('7 r /a 5 Z D A
~x 3.07 7z_ ~r= 4.75
i"
r
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, A- 3
' • OH-IRM- 2115188
U5 DePartment af Agriculture
Soil Conservation SerVZCe
DESZGN WDRKSHEE"r
fOr
7y-ape?p.1dai Lj}"iclililEi SeC$.1oI'I
- pi`Cpal'C?d fo1`
1 rl
SP[7KANE COUN7'Y, WAai-iThlG70fV
Desiorier - JWP Chec ker
€:~a t r : 04/25/95 f~ate
*=k* v;:r:!c* * :Ecri.A::~:X=-i~~.~k:k~i~*:t==+--; :4~~:F:~:;n•x, ;}'W:k***'I'*%i,*3-%e-:F:=!<*~=k~-k
PC7NC] #t1 F'dOAD LaI7CF-fi
S1 0pe = 0.0106 f t/ft idydr' Radius ~ 0.32
` ri' ~ alue = 0_ L7 30 A r c-a - 1.37 sq. "f t.
Capacl.ty 3.26 rfc-~
Veloc.,i ty - 2.4 fps
S? des1opz= = 3.0 w Z
BoLtom width = 0.4 ft _
Depth _ 0.7 ft.
{
i
' $ I
f f .
r - r=~~FP3oA, ep
~ ~ raC~ ''irps rtow
D E Ps rz
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BOWSTRING METHOD (FIF7Y YFRR STORM nESZGN) PROJECi= R-RIDGE
DE`rENTIpN BASIN DESTGN BASIN: POND # 2
REVIEWER= JWP
NUMBER [JF DRYWELLS PROPOSE{7 DATE= APR 20,95
o Si „gie (typ 1 aot.~~ [ e, ( type B 7
-CL7tcfl A1"E:2! (Cal,C. ) (SFe H1 ) .a_75
'FLf[iE? CJf CC7tlC . (CaIC: . ) (seW' 1i1 ) 12.14
CUfl'Ipo51 tP. ~ ( c21lC. ~ (.~'ea HI ~ C'> . ~8
Tirrie oi C. q rir . (*n i. n ) 1 2. :L 4
Ar-F:cz (Acres) 3.75
C' FacLar - 0.28
[rripc-r-vious r^,t'ea ( sq - -Ft. ) 7750
Vo1«m w: P's- ovi de'd 750
c] u tf.1 ow ( c ~ ~ ) I
Flrea =k r" F4•,cLor 1.0=5
___--~~~-__------~'4 2 1 :!5 tkC 47
Tim ~ Tiri7 e I rs t c, n s z t y (D c'lev . v n V ou c. S tor a ge
T ~lc . I Tic _
(r3i n. ~ se.ts.} ~c-r s1 icu . l-t.? (cu. 1`L . ~ (cu. f~. l
(#,1*6(J ) ( A*C:vt"3 ) C Outi- .-0-2 #3-~~6 7
12.1444221~728.665331~2.8869.143 3a03 2960 728.66533 2231
T
ei 300 4.58 ~ 4.81 w 1933 300 I633
10 600 3_20 3.36 2701 600 2101
1s 900 2 _ 47 2.59 2977 1300 2077
20 1200 1.98 2_ C78 3010 1204 i`31 D
25 150o 1.67 1.75 3065 i5t30 1565
30 1600 1,46 1.53 3139 1800 1339
35 2100 1.30 1.37 32[}5 2100 1105
44 2404 1. 18 1.24 3281 2400 881
45 2700 1.07 1.12 3312 2700 612
5Q 3000 1.00 1.05 3410 3000 410
55 3300 0_92 0.97 3427 3300 127
60 3600 0_ 87 0.91 3515 3600 --E35
3900 0.82 0 _86 3571 3940 -329
70 4200 0.80 0 _ 84 3736 4200 -464
75 4500 Q _77 0.81 3839 4500 --661
80 4800 0.75 4_ 79 3175 4800 -825
85 5100 0.72 0.76 4043 5100 -1057
90 5400 0.70 0_ 7# 4151 5400 - 1249
95 5700 0.69 0.72 4309 5700 -1:391
100 6000 0.67 O _ 70 4395 6000 -1605
C]RAINACE ROND CRIbCULATIONl5
Required grassy swal,e pond storage valume
= Imperv.i.ous Ar-ea x .5 i. n_/ 12 i n.Ift.= 323 cu.ft.
Grassy swal~ ponc.i vcalume pi°ovided = 750 cu _ ft _
C3RYWELL REQUIRENiEN75 - 10 YEAR DESIGN SYORNi
Maxxmum storage required by Bowst.ring = 2231 cu_ ft _ ~
A -:5-
7IME ClF CONGENTRATIDN (mznutes )
Tc C aver la nc# 3 "rc (gutter ) Area~ 1U1
,
A s
4F ~ = i r ~
~[L
0.15 2 _ 130 0 .25
L1. 3 ~t _75 C) _25
L IC r' 380 Z2 _-j _2~..~~ -9. 18 0.90
N[A} 0.4 8 = o 0M00 0_00
s C r4 } = o. 013 n - 0.03 0.00 0,00
u• O_ V 11 /t 0.00 0.00
7 G ( A ) 11 _ t'. a C; 0.65 0.00 0 . ti~ 0
Tu ~.al A Coir~p "C "
L 1! F3 0 TC ~ 9Ll 0.90 3.75 0.28
N( B) o 1'c (
S( g 0 Q=C=r1=rA= 3.04
i c(tot . ) 12.14 Q( est. 3.06
°fc (E3) = 0.00 11) tenLL1 fi/ 2.89
Tc ( tota I ) = rv ( overi anc1 ) 1- 1-c f quttei-}
Tc ( over lanti ) = Ct*( L1*NIS"C} _a )"O . 6)
Ct = D.1.5
L1 = L.et79th af Dverland Flow
N'=`Friction factoa' of overland flow (.4 for averaga grass caver} .
S= average sl.ope of over 1and f low
Tc ( gtatter ) = Length ( ft. )/Velocity (ft.Jsec. )/b0
B = ~~ttom width of gutter ❑r ditch
Zx = inverse c~~ cross slape ane af ditch
Z2 = irsverse of cross s1oPe two v-F ditch
d= depth of flaw in gutter (astimate, check estimate with Fiow)
Ar-ea = d*B+d-2/2*( Z1+Z2 )
Wetter per imeter = B*d+C IIsin(atn( 1r'Zl))-rI/si n(atn( I/Z2)) )
HydraYlic Radius = R- AreafWetted F'erimet,er
Ve1ocitY = 1_486In*R"`.667*s".5
FlC]w = V°lC7CAty*AT"~.'a
ri = 0,016 fC]r c`35phalt '
s= loiigitudi. nal slope of gu tter
&o A, r-nAZ- 1~ w<s
,4 ` ~ .
-
bH-IRM- 2115188
U5 Department of Agr.iculf.ure
5oi1 Conservation 5eruxce
D~~~~N WORKSHEEr
- t o,~
Trapc.zo.idal Chalanel Section
p•r eparee# foi-
J
5;='OKANE [:L7UNTY , Wr~SH;CNG'TOi`J
Des? gn er- = JW~ C, h L? r: k e, r-
Caate ~ U~'+I2!~/95 ~Jct~e
_y; :P ~Y .k =k -k; ~k =k ~K ~k A; ~ ~E::P=:~ ~ •F= k ~k ;n x k: :F' ~ ~K:ic ;f ~'k -~:f: >K ~{c ~,K :k ^,K.E..~ =R' ~ ~ .k:i:.ti ~c ~K %R ~ ~ ~{::k ;r -K ~t
P~ND 'r-2 ROAD DITCH
siC?pr: ° 0_0114 'Ft./ft F'O,YdT" Rad1us ° 0_31
~ 1Z' ValUe = 0.030 A1-e a 1.27 Sq.ft.
CrapaCity - 3.06 Cf5
VR..'lC7C1tY 2.4 1'pS
'rW' 1deslC]pe = 3.0 .1
B C] t. tO fit W 1 dth = 0_ C7 ft. .
DePth - 0.6 ft.
~
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~G_'1'
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`J o 3000 1_ ll 0 0 , 3 2 ' ) 7 0 9/7
3300 0,92 (7 _ W'g 966 O 986
:.ti600 0. 8:r 0 .2: 1015 0 1(]1s
t~ :3 :39t? L;z 0, :3 .26 .t C: 3 4 t.`• 1034
70 4 20 u .80 0 .21 s 1084 0 1 084
75 4SOO G . 77 G . 2-r 1116 cJ 1116
6U 4800 43. /S U _:?f~ 1 1JB ~ 1 _i~~
815 5100 0.72 U . 2, j 1180 0 1180
G - 5 4 0 0 ir . J ~r..• 0 . t- 1. 21.^''.r 0 i 21.'•+
95 5700 0.69 0_ 2.? i1261 0 1261
'
100 6000 0 _01;~ 0. 2i 1 w8 t.s 0 1286 ;
,
DRA.II`IACE Pt7[VD CFli_.[.UL(-i'f.i.Qlti`a i
Raqf.li1'v-""d r,,,~."l"aSSy' swalc i7o1°1d St.oi"c`3ge V[.7lUiiie
= Imperu.ious A'rea x .5 iii_I 12 in _/ft. = 0 ~u . i: t .
Grassy swa1e poiid vc:ri:!niw provi.c.eil = 0 cu. fL.
~
DR'YWELL ~,'EQU3:REh'iENTa - 10 1'`s.-.,F'tR DESICiN ~-..~"7O1w:M
Maxi.naum v tuor~~~ i-equ ired by 8awW trirrg E283 cu. -117t .
Number aii~~ t~~~ of Grywells Required = 0 Sa.r~gle
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]l1~Siit~1`.1Ct~. iFe CExi.:' ' oi rhe ii ppea° uta bwoi l is siliy el a t- o.- Lla~- _1 -
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--.tf1I=:,I.l,:~l11. ~}fPl'1 L1'C•~~s ~`Z'[]~1-]l Zl'C ~7e1s ~lT F!'.lTCI" [~1~1[ ~1~Z11T7 L`',111 lk-('. 7~ ~~li'F: _
tI 01 1 1.L i4i' 11.1 l• LI"L'e111111111lit". 117d •`lild 111,1~Z i':1lell We[: C(511Z~eifiie17ri~. it (a 11 ba i'ii~Cil"t " i~l
fi~l~.1p1Y]~~1Yi1171C~ 1 ~ o - AllC~llijllil ~iilllEllt'ol5~ C1'C31)3 ~~[3t]f 1~t21t'_',ZIF[Zil~iitZ-E'L'l~(IC'']~•[ll~i~e ~'eL1T111i,1.1~i~e]]1~C~li.,y[.
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~ Ze-j. Fl'oald?•i?1d aL'pilp 31Cs[ 1!P :l 1'.i13 E~C tilFl ) Slil'f.ize uli__ora i: a°ipid; :lllCl tIle haZ:ll'i1 of fill'E11i'1' CL'a~i"n
z:ilt loam. 3 to 20 percextit slapes, seuex•e3y I' =cE-`'i•e ~
~-i[C~i'c [l:'lFl 30 ~,e~•ceiir o-t rhe Slld°fZCC ln~-C1' -~'~i71e i!i.e°.: percenc of tlie nca•eige ia CEilCii-1Tl'Cl: d1e
n?tm~,~-eL~ l~r ero~i~ii J?eriil~tr i~ t~~c- 1~ :e~~le~i ra Zlf.~lfa o~~ nr.i=- 1C'lieat 1- thc ~;liief cr~,j,
~►il o 1 t'm 01f i3 i'a ]?iil. 'a i!cl i'lle liIt Z:tt cl nf (.~r1iez• fiiiDiF= Zron•zi are bni•let• ;7iicF dr.- fielcl pe.7s. -Ll1
Veae. A~z 1111.eh as lt) pcrcent of =o}yle aiCa; crO] ?S t'eSPtzrfT Ca 11 i t I 0~1,'en, Sul#:il 1•6 -t 11 d 1)l103%1110 1 Li=. i C'.1-
Ic~•n~iLci ~`~~~~~iy.in ~~il~. 1~ciLI itc}- uz1:r Il-e--S ; 11 ot tIa ~ I:-flaclla~~cl zi•oti~~ or t a:I ne -icz=1
_zV~ P = rre gi•t,n-ii a s nn 1 a•e eiim ii tii]L 1oam; 5 to
~~in i;tlds ai•e la"-er. (C°Lpabifiv wiat . Gairason. ""i
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:~dt l~ar~~, ~0 t'p 3~1 ~ercent siol~~s, set=ea•eP~= ~~e C7:t:•~•=-oza :el~ies is iiiacle iEp o'~ sr~~~ae•i-]faG e~ce--irL,1~-
Ili: ~ az i~~i~n~-e l~z~ er~C kof tli~ irfireci tiaini~ ~zi F~Y1 iciatZvtir3vj.Ylii4 ilixetl~ii~ t~ie izll I~er ~S~t~i i.~~~-iillLicli ol~ iZIJl
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c a, a~~r,~re,~~ ~#17earr~nn.o~~~. zez aZ:ze n:~z~iial l~r~~s~aif~ltion as 18 L4 iiichls. airtd
tII~ frr,sr-!`ix12 =e.t=on i; aboziF 17CJ ~2,i~-;
cl~~~tis :1F•e ~1•0e%-i1 ns ~nil :'i•eefi7.iir =ilt ]ola1i, J s- oils of r_iL Gai•z•isoii sel•ies ,lit, iiseel for ~i tiarietN• of
e:iOp,e_. 1?ur yieirls are IoqNtr. ((;alaability ci•ops aiicl z= farin.tead, aia(1 stilbtiz•laan lats.
w oocll.tn ci zi•o i1p a ; iYC+t. in i.taafre site} Ga rz=ison gra s•eIPy Jcrzirn, 0 t'o 5 perCent 51o]7eS {GgA':=
rl'hi; is r]ie dominastt soil aa tlzc Spal~ane "[~~A1ey ecist of
L@1" ~~arSh the cit1- of Upol;ine. llost GlDpe7 arn bet«-~en ? atacl a
e i• m:►P•]i iF.^1 colzsisfi8 of siinltcaw, swnmip}• Petcenf. Iieprtsentati3-e pi•nfiie .
es .tl'ot111[i ~~l~tta' t~laT ~1.11-C il ~L1C~EI.a~117;,~ q t+~ 15 ,p]cli«. P]l,lel~, Ver}• frl~llflc (~ras•elly 1t7;~1u; ba•lsiktl:~s
l'c'"LI.lT1L7i1 CC7P]s1:t~ i]~' iilILS. 1'LeC~S) ~l2!(~ StPitlCEfiti : 517g1sf1i' lCl(1
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.e .il'Cas~:llt' L7I ltfTlL' 1'allie ffJI' tr1'i~'/.lPi~, bll~ 44 ti) l'A) 111010i ~
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brcawn to lal.,irl:. Tlie te x cI iac of ili e siirlztcc lal~er i; "rss-- Repi•eseiit°:i,tsve lsrofife:
[:l1}" OL' 1"e1,1' ~i'.7,~-E~~1" ~4:llll {'sl' =1lt l42171 r~. l 1c :l]~J~C1Zj t';1P1gCS 0 tc~ ];i iiiiki~~,lFl.l~'f;,
ill co]o~• fz-otir claz-~: l~ro~~-ii ir~ vz1FofG-i71i bi•ra\i n. 0I.t E• ~iittl :i el,crnl.
' I1ialC l[:lt-C :lL'cllillllhY€t'd ott [lryE }JnFrOtjl t3f IliC ]zt'liblCa 11] l}1C ]3 [o [s ° 9aic11e-. rl:rrl;-L3rnitn, faiFil lll::3el t1i.1t t,rrjl:,
gletl% .ic:fi!
_ lo11-Ct' &Lla]3C11p. `.[he dC]1il1 Cg The -3.1t'el tilib.f1'.itlllll I'i171gCs l it>;_' it1Ch« wi[le' -11 -
11'~~lll E :s;~ 317t~I~~. 111LIE~:.l~ l]E l CCiI( [l~ ~SJ111E'. ,it ' to i_ il.lt'1.-Lbtlfsi-ii, I1-i .~Itli~ 3ri,~1i: ,•E~~lf~ls' ~i~
cuu53~r;; oE .f3o»L or q'l)orl,e of nlhez G,il•i i-ou ioil-. In PLICc= the ttiii',zL•e LiA-ei• 14z: ) ci ksra«-
'I'liis snil i; ;n~»e%% laat exr=c=~P«lc• d r.iEned afTd 1m, 133DCl_ Ilt I [s Filc•lil~w t11 leli. I_'11e iCti(ili'L' Ot' rho '11 I)-r,il I .
er.iielr a•ap3d lfezjnc.a93iliir-. It 3ioic3• aiyoui: 5 inclics of 10,111l. F!'011e 3Io!_,
w,i'tcr• 1112t plilnL7 ei11 u-_-c It is eiis to ~~•Orlb J,~ ~r~ts ti~e la«-er =~r1~-oi1 iu cailig~ose(l ~~E' rrlrr~l i~d .
j~ene~a•ate fo t~3e lz~-e~- of s1i~~?. g.~n~-el~. aii~1 colivnt_: z~z~icli 1~ 5 ljr~r~inr~ n~ ~nn~r~ ~~zea7 c~~~n~i= :is~
'J~It4 f°crtiiiiE- ;i3ecli«iii. Siiz i.i~o i iiaiofl' i= dn«, :intl tlie Daaxe-ron. or LorI;in sails.
l1.i7,ilC1 Qf Cd'T~F103i i.:sl l_-]ar. :.niP 1's woll [11.1i110d ;kl]tl tllndF'1',:![',1' poI it
_L]JQl1L 80 pC3'+=E'l7i Qf~iil(? 'l( t'e:?~,e 13 i LIILiS ,liCCl ; fh[: 1'C4f 1_~ I lol Cls 1 0 I t lllci i4': Cl f 1c, E' i}l.li 111TS C.ill
liaVd fo1' ~"1'.lll]lyr. i111[t )w f.IF'217_iCqdS ot' :4l}3L11'1]:ltl loC~ elltiE' [o WoB,:. .~i~7[lE po11C€d,iCli}il ]z lel'1` 11eip
oi tibe Lci•eL1 tr+L ir~~Iie~.l. Tz•ri-.~lcc~ ;ia•e,zs :Ire it-ec~ :~alrl'-,ac~ ~•iiilvt~' i. 311eclirlall. .tsi~l t
f-Ul ❑rCll;Ii'd T-1lilEM aIId bG111£'z: C;lb1m'C•. C;11111nlPp. 0-ici'o=i0?l 95 1110tlel',7te
CLlikZ1ZZb{:I3. .lP1Cl '11'1I['10. 0AIIC:_ .ll1Cl 11,13'lL'1 : MrZi'e [Il.lil 90 ptl'.'etlC of !}:t ,le:] CaaC 1~ C1ll[ 1
r 0_,~G is «i•liccl'. WlaeLi# iz, fi7e dile'r' 4_101a .l~
Z~ta1f.E iar ]1Z~-: .dnd ~Tt,:I-s ini• =eed atitT~p1:«az•u. Di 0.11)r1
:~tf`,1s :l3'B tl~ei~ I!'1I' 11']lt'ZT. ~3Z1'3~"N. 211fj li.lll'~C ~iliiji;llyl'Ztiz. ?'t91.ltl~lt ~;jlll 17lilfl~', ~7:1i::; ~3C.1~. l'i?i1€?;
~~l1`'1f', 114'~ ?I i~i?CiiI i'~- ]li El1C kt~U' rJf i11.1Clklf]f'11; ~3lli 1 l1G =~i~ !?'l'.l:u Z11C~ ~L':13i1 C10p]a 3..1~3 711T1l~r't'il
~rr.i~-e1 i: ?t,i.L~ 1~? till;trz ?a~~i-,izti~~e~ir~ ,~.]1 c~•~~~s escel~i aeo~i~.l r~? ~~~lf~i~• [C'~~aa?~ilE't}- «~YiE il,~-e-?: T.~,.
IC( 1ll1yC~, 1Qaptt:?Lt F❑ 111II'orrtl? Z~f)i]3C C1'0]as 1't'--po3117 TQ SiCC. Il0[ ?ll Z w['}odl.llid g1'UL[iJ}
z,Li1t11r 1Joaoti. .ii:d plin=plioi•il-, ( G~~),i }?i lir•,- t;i) it +C1eliI oSe sild loa 11e, '0 ta 5 p eiL e n t :1 0 pes ¢G,.
I .L", .211ti pt ilyt 43ir'_: 210- t li1 :l `s-(.),:i;'L'l '171cl ~'lt]11'7} 5olI hZ= :i _C; "lY f.lie Ll1"C1' 2 1 0 A 17ZChC'n fii lii_ke i' lEb~
C~i•risaia gx•<~•-el!~- ]~s~t$~z. 5 ta?0 ~~ercei~t =lc~~~es (-aa; ~Y1e,z~rQ.e :ilr ]c,:ii>>. 5 rn ?E~ ~~cz c~z~r =1c6~~e: ~etr!
ioll j):45 l Lli-t'i'.i i-? J ss1Cl'~.'S Il'.il11101' IIl.Y2] l~l.ll 1s ?][71Z..lild [hL' E~l'OZib11 11.1"l..IIYl la:l3V,i?l 1716M.11t
[lf ~.Ytdi'L'1~C131 '?'lrtg°i11' 1~.-lIa7. o 17E1'Lel!i S:c7pCS R1111off Pil]' me.-e :mill .'li'CZq Gf [;I1i1- .711(l _DC`.n'11ol}
1; 1]) CC~ i121]1. 1lliE if'_;- zi'+3- 1QI1 ll;~i'.~1: i~ ls I11GC1Ll.iCE r 'I }l' ' 1117~ CP ~]3a' .71'~ =_L'011'll IlZI ClSY Glt11ZIr-i• -i
Thim, ~031 ]s ii_--.G! ]tZ 1]llil"1 i-'.e: 4;11110 At'Z1' ~t7 ~a~li.'1']dL771 fO 20 ]?G11M7r =~[7~?C'~ • lfl i1ddiI1oPl. t
Io.iiia. (0 r~_~ 3 1~er<<m _Iope_. I C,:I-Libi1i[t- uni1 L~i2pttl,~1!it- ilziir .f1e-?: rlo.u111 z.an~e -liL t)f3f i
iVe-5:' Laxiir r:tnge =irc : )►oe "m t wocscil.ind ~~•oi;~~} l,inc~ «~•r~~~~~}
" C~ari-isa~a s ea•~- _i~3~-ell~- loam, 0 to S pe3 cei3f alnpes Gleng-ose silf loana,?G to 30 perGent slope„C-.:
fG m9] -T17is Soia i:, =Li rliiii iier. t?ioregral-el i -~trC,iLe Jai-er Soil lii, F~~~•i~ce. lar-ei ~ to 5 riii~lc:~ 1?►1a111~~l. rRl
a°l).I iI CaIFI'i:017 i''r::`'1, 1' ~,17A]iY. ) t 0 3 Z~erc•ent : lu1a0., oincl Crlearrn_-e ;_nlt ]~~in. [o 20 percznt -lape;- Ssis 1.
]i01d71e=s: ch2n ~f -wacz r rli.it p1.2nta c,tii u-e. Tlie 1i nipirl, mid tlie ero~ion bar.iip d is .evere. _1l,oiti
gravcl e,111.e: es:reme I•-e.11. t,tl ri1L-~~~ 111~leliillrr-. =LS of some Ire:ti can=i:ts of Pcrnhil1 :ind lle:cryina
lIZlICl7, :13 i ]1e 1 iC11i df =o111L .lI°c'ls cC]]1s 1zEs C}f ❑CI 1LY Cr.lt i'f :QlI TI tC -z.i t71e CL'17p, :ll'Q I'ow]l :l:~ C]]] G je Ill'C]~e z, lI i
=011i~. (C:11).i'bil;dv utiir 11-e--: : Shallow z.iasrce =ite; iiat 20 peY•ce"i ;~IaPe_--. but nzoxe ak tl~e -.if-reziae i3 >>i
in ii ~-oa~ll:t~~il ~rop~~~} ]er,Ni~lT7e_. (Ca~~afi~ilitr nnit T~re-': L~.i~i7N ia
Garrison very stnny 1aam, D to 20 percent slopes iir, in Rwnar11,1iid Wraup) .
{GnaI -'1'hzs: Goil hatcl- le=z-z than 5 inclie; ❑f wtlfLP' Th<l{ GTenrose silt loarn, 30 to 55 pei•cent slnlaes iGr
c1lz ti:e. 21:c1 ic i= too .ron~- to 1~e ckilcir;ltezl =ai1 1ui= siia•f~ce 1~}-er 3 to v af~clies i]iiiineY• Ili;
a :1u 17e1•ce11 c of s aiii e I rea_ ransis r of o tlier Gnrrisoii C'T1enro~:a Milc 10,M11. D_ to 20 percerit :lope-s. ~,u
srrils. ;t:icl n; anncli ns ? pcree2li is n-i:tcle up of -I;►nite off is r:tipida aiid f]te ex•osioii ltazaid x5 Se►-ez'r:
aiktcrops. pei•eeiit o£ soiiie arens consists of Dtr•ai3sill nr
Tlits =Qfl is il:ecl for gg•aziii-- (C~~),j b~l it tulit ~`Ts-~. soils. T~~i7 ~oil is lt5ed oii1y for za•,ziinul i C
Slinfflow raiigc sate: ziov iia 2w4acllargtl gt•oiip} ' uiiit j-Te-1; 1orrli ~xposFire
l,tntl cri•oup)
Glertt'ose Series Glenz•ose g~~avelly silt loani, a to 20 pei•cer
, (GrB)-`--This. soil l7olcls fi•oitt 7 to 1) iziclie; c) 'r w
' The Glezai-o-ze _--erces con=iSt~. Qf zvelI-elrzined. inQstlv plants can u;e. Snwall ,ireas v-4 Bern]ialt incl
nnechnrn-tex'rairerl soil: The=e -zoils fosnzed nnclsz• nrq:: soi]s Nrei•e iiiclutleil it1 1132pP 111 7.
niitl sc~ittei•erl 15ilie [I ee: i11 g17 CiZI tzI l in isecl aii ilie ulpper r.f'liis =oi1 19 11~ed iii liiucli ele s,iine w,ii- .i= Glt-
ta,i i•b n aiI ti I nc-s q n cl t-olca n ic a z1i. --A [;tsav ai•eas i z•~ gr:ri e-e71v ln1'111i, -5 ta ~~0 pet•ceiit Slopes, buf, r-ielcL qlc. 1cli=-
- ()I• Z~'r4iiv-. '.E13ewa so'ls ar4 iiea3•1~- Ie►°e1 to ~-er~= steela. r1'lie ~~i1it~• uziii I'~~e-1; L~san~i• rZ~i;;c sitc: 11c~t 11,
,Iii~~ii at i) i•eri~~iiatI oii ia :~~~o t►[ iaiclte~. and the fiz•os~-free '0izP)
sealiran is llaaiit 1s5 da1-c. fxlenrose gravelly sxit laarn, 20 to 55- J)ei•cer
ell i•Ose ~agls ;t ie iz~ier1 f rs;• ryg•iHi, puts; lent'il=, t-c~ct,zl~les, {GrL)} --Thi; 4~sii llnlc1s i (n 9 t~~ci3r= ciF 1+,11c•i- t ii
;I.] f'.tI 1'a, and -,y i a=7. ,in rl To r (r i.7Z iil cr. c"111 lise. Siirf.ZCC rirliofl is mpicl, :Incl 'rlla Grr>L",~
_ G3etti•o5e salt ltra m, 5 to 20 percetit slopes (Gp8}.-'I`lI iti i; scvere, 7iicdticle~~T iri ~n.il~~~i~i ~~~-ca•e 1FCas C,~
~ soi f r,ccnrs caai z] .1CHYCC(i ZEp171) LI= in tl3e ca =f.-rePata•~~i Pai•t o-t sslt 1Q:lin, ,fJ ta5-5 p_rrelit sinpc;
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S ' C~ 1--- .4. N E ~ C] L7 [V'~ Y
CJFFICE DF TiiE CCIUNTV ENGINEER • ~ AD1VI$l47N DF THE PUBGIC Wl7RK5 I7UARTMEAIT
Ronald C. Hormann. P•E., Counfy Engineer T3ermis M. P.E.. i)~t~#vr
iREVfEW CDfWiMIEIVTS -
TO: Jim Prehle, P.E. - Prebfe Engirneermg
FRQM: Chris Reich - Engineering Develvpment Servic~s Ur~
SIJBJECY: Short Plat 880 and 904, Review #2
DATE: March 8, 1995
A review of 4he raad and drainage plans for the above referenced project has been accomp9ished.
The lisf belflr►v is a surnmary of the items that need to be addressed. Please refer to the enclased
plans mar#ced °Original" far cornpIete commerits.
Corbin Lane - Plan and Profi1e
1. Please add "Indiana" tv the label at the road intersectian to the west
2. The dimensrans on the typieaP pvnd sectivn do n04 add up. Please revise.
[7rainape Reqort and Plan
3. The Bawsfnng calcu6a4ivns for Pond 1 and 2 are nat correct. The slope for
the auerlan5/flow should be entered as a decimal (i e. - 1.3°to as 0.013). 7his
increases the time af concentrativn and ttae peak storage volume required.
g tv rny cafculateons the required volurne far Pand 1 is 3020 cf and
Accgrdica"
2239 cfitor Pond 2
4, Re~e drainage ,~lan to incr~rparate these changes.
Please make #heAnecessary revisians and subrnit reaised road and drainage pfans tca this office for
reaiew. Ftetum the enclosed plans and reporf marked "OriginaP' vvit'h your next submittaC lf you have
any questions~feel free to call.
~
1026 W. $rvadway Ave. • Spakane, WA 9926(}-017D •(549) 456-3600 FAX (509) 324-3478 TIJ[a (509) 324-3166
May 4, 1995
Spnkane County
1026 W. Braadway
spokane, WA. 99260
ATTN: Chris Reich, E.I.T.
RE: R°Ridge Corporatfon .
Shnrt Plats #SP 880-93 & #SP 904-93
Dear Chris,
Enclased is a resubmiftal of the secnnd review with the
redised drainage calculations and yaur red-Tined prints.
Flease eontact me at 455-6270 with any ques#ions and/or
comments.
5incecel,y,
James W. Preble, P.E.
Preble Engineering
~Y o 4 1995 ' SPOKAiiE COUNFY EiiGiNEER
`
, r .
R.- I ~]C,~.E CClRPC7R.AT T ~N
5I~ 880-93 ANI] 904-93
x
P►PR. 24 - 1995
h! ~
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~~.~t ~'1A.r~4'i~~~+s • y 6
"L77 i ~
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FGr57EF~~~ ti: ~
AL
~ EXPIAES ~
i ~~F F, D
PREBLE ENGT'NEEtING ~ ~ ~
10111 W. MELYIL~.E
OMIE'Y, WASHINGTON 99004 ,
455-6270 SPOftXiE GOURi Y ttiGINEER '
DRAINAGE REFaRT
SF $80-93 & SPP04-93
Yor
R-RIaGE CDRPORATION
- SIT _ rOM),t T r nNS L ,
The subject prapecty is located is the 5vuthwest 1/4 of
Sectian 7, 7Cownship 25 Morfh, Range 45 East, W.M. in fhe
Gaunty af 5pokane, State nf 4V'ashingtnn. The site is currently
pasture land and undeveToped. The soil clarsification is
Garrisun by the S.C.S. lNanuel fnr Spcskane Caunty. The lartd
slope gently tea the west at appraximiatel,y 1%.
PROP()5EI) DEVEL(JPA4ENT:
T,he site is a combinativn oY twa (2) submitted Short
Plats, SF #880-93 	Q4-93. The prvperty as ta be develaped
i nto eight (8) 1n#s, fvur (4) wri thirrt each Short P1at, wi th a
cvmmon access easement separating the Plats (Carbin Lane).
The common access i s a proposed asphal t dr i ve be ing f wenty
(20) feet in width with a draxnage swale alnrig both edges of
the pa►remient. The drraanage Pram the East wf13 drain intn a
prcaposed "208" pond (Pond Nea. Y); this drainage is far the
Shacf P1at # 904-93 and wa11 nr,t have any affect axpon #he
drainage for 5hart Plat #8$Q-93. The drainage'West nP Cvrhin
Lane #hat has an impact upon the site will drain ria a
drainage di tch into aprnposed "2[]8" pand (Po,nd No. 2). The
detention pvnds haVe been sized tv satisify the "208"
requiredaents and tn detain #he runDfP from the fifty (50y year
design strom.
CONGLUSTCJN.
The runngY form the East is cal.cuiated as 3.25 cfs. for
fihe fifty (50) year starm using the cativnal method, the "C"
factar used is 0.27 based upon the composite factoc for ttae
prapased develQpment (see sheet A°2). '1'he runvff will be
conveyed vverland unfill it is intereepeted by the drainage
swgle along the Easterly edge oS Corbin I.ane. The runoff wi 11
then be discharged rvia TFVQ {2} Type T*B" drywellS frvmi the
"208" Pond, the pand will +detain the total pcnjected runnff
and there wilinot be any discharge from the Pond onto the
adjacent geoperty.
The runaf f f rom t,he Wes t er i y edge of Carhin Lane that
wi Y 1 ha►+e an aff ect upon the propased derelapment Es
caPculated as 3.03 cfs. fns the fafty QSpj year storm using
the ratianal methud, the "C" Factor used is 0.28 based uport
the eampnsite factar {see sheet A-5}. The runoff will be
cnnveyed via a drainage swale inta Pnnd Na. 2 where it will be
discharged aia a type "B" drywell. The Pond was sized to
detain the total runoff for the design starm.
Basin "D" (see drainage plan) wyll diseharge directTy
mffsite as it currently daes. The "C" factor for the exxsting
" pasture is 0.25 and the design "C" factar used is alsa 0.25
based upnn a 1.5-3.0 DU/Ac design as stiAulated in the Spokane
Cnunty ManueT.
The projected runoff that aFfects this site will be fully
contained except fvr the above mentione$ runo£P from Basin "D"
that is not increased due the Tunoff caefficients being the
same. There wxll be a decrease in #he runaff to the West as
the Pvnds are pralected ta discharge the design storms via
drywells.
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BOWSTRTNG METHOD (FIFTY YEAR STDRM ❑ESTGN) PROJECT: R-RIdGE
QETENTION BASIN DESIGN BASIN= POND # 1
REVIEWER. JWP
NUMEER OF DRYWELLS PROPQSED DATE= APR 24,95
a single (typ z aouble (type 8)
Total Area ( calc . ) (see HI) 4 _79
Tame af Conc.( calc.) (see H1 ) 14.68
composite "c" ( ca1c . ) (see HI) 0.27
Time nf Conc. (min) 14,68
At-aa ( Acres ) 4.79
- C " Factor 0.27
Tmpervious Area (sq. ft. ) 7754
Valurrte Provideci 700
Qutflow (cfs) 2
Area * C" Factvr 1.29
#1 #2 #3 #4 #5 #b #7
Time Ti.me IntensitY Q deV. V in V out Storage
Inc, Inc.
(min. ) (sec. ) (in./hr. ) (cfs) (cu. ft. ) (cu. ft, ) {cu. ft. )
(#a.*6a ) (A*c*#3) (outt .*#2) (#5-#6)
14.6839286 881.035721 2.5161464 3.25 3842 1762 .U'7'14 20843
5 304 4.58 5.92 2381 604 1781
7,0 bQQ 3.24 4.14 3327 12(}0 2127
15 900 2.47 3.19 3832 1800 2432
20 1200 1.98 2.56 3840 2400 1440
25 1500 1.67 2.16 3887 3000 887
30 1800 1.46 1.89 3964 3600 364
35 2100 1.30 1 w68 4034 4200 -166
44 2400 1.18 1.53 4120 48430 -684
45 2700 1.07 1.38 4151 5400 -1249
547 3000 1.90 1.21 4267 6000 -1733
55 3300 0.92 1.19 4283 6600 -°2317
60 3604 0.87 1.13 4388 7200 -2812
65 3900 0.82 1.06 4454 7800 --3346
70 4200 0.80 1.43 4555 8400 -3745
75 4500 0.77 1.00 4780 9000 -4220
80 4800 0.75 0.97 4946 9600 -46a4
85 5100 0.72 0.93 5028 30200 -5172
94 5400 0.70 0.91 5160 10800 , -5640
95 5700 0.69 0.89 5354 11400 -6046
140 bOtJO 0.67 0.87 5459 12000 -6541
DRAINAGE Pc3Na CALCIJLATIQNS
Required 9rassy swale pond starage valume
-Imperwiaus Area x.5 in./ 12 in./ft. ~ 323 cu. ft.
Grassy swale PQnd volume provided = 700 cu. ft.
DRYWELL REQUIREMEhITS - 10 YEA'R DESIGN STQRM
Maximum stvrage required by 8owstrzng _ 2127 cu, ft.
Number and tYPe of []rywells Requzred = 0 Sin~le
2 tiouble
'
, A - Z
TIME C3F CONCEEVTRATI[3N ( minutes ) A~ ~
f3A 4nr 14 ~ ~
Tc ( overland ) Tc ( 9utter ) Areas `ic'i
Ct = 0.15 L2 = 10() 2.57 0.25
Z 1 = 3 2.04 0.25
L1( (-i 480 Z2 = 3 0.18 4.90
N(A) = 0.4 B = Q 0.00 0. 44
_s(A) = 0.01 n 0.03 0.40 0.00
s = 0.011 O-. OQ 0.00
_ rc (a) = 14.00 d- 0.675 '0.00 0.00
Total A ComP "C!"
U(B) _ 0 Tc (qu) _ 0.69 4.79 0.27
_ N(B) = 0 TG(~+13) _ 14.00
S(B) = Q Q=C*I*A= 3.31
Tc( tat. ) 14.68 Q( est. ) = 3.32
Tc (B) = 0.00 xntensa.tr 2,52
Tc (totak ) = Tc ( auer la nd ) + Tc (gutter
Tc (over Aand ) = Gt*(L 1 *NlS"D .5 )"Q . 6)
Ct = 0.15
L1 = Length of Overland Flow
N = friction factdr of averland flaw (.4 far average grass caver )
S= average s lope of over1 a nd' f lvw
Tc ( gutte,- ) _ Length (ft . )rvelacity ( ft./seC . )/60
B= Bottom wislth of gutter or ditch
Z1 = i nver se of cross sl vpe a ne of d.i tch
Z2 = anverse of crvss slope two of d.itch
d= d'epth of flow in gutter (estimate, check estimate witfa Flow )
Area = d*8+d°'2/2*( Z1+Z2)
Wetter perimeter w B*d+( IAsin( atrr( l/Z1 ))-+-1/sin( atn(1/Z2
Hydrayl ic F2ad.ius = R = Area/Wetted Peri,meter
Velocity = 1.486/n*R"" .bb7*s"' .5
Flow = VelocitY*Area
n = 0.016 tvr asphalt
s = 1angitudi.nal slope of gutter
x3•.~..~.
.4 I 3 -rv rA,, ~
~r~ 1,3~ [7G9 ,ZrD4
Z%/ B - O. ! 8
3 . 0 7 S,' 1. 7Z_ Ir r A. 75
A- 7~
QH-TRH- 2115188
. US Department of Agrzculture
Svil ConservatiDn SerVice
DESIGN WDRKSHEET
for
Trapezoidal Channel Sectian
prePared far
~ F;t - Ft X C> GF=-
i ra
SPf]I4ANE COIJIVTY, WASHING7L?N
Designer : ,IWP Checker
Date = 04/25/95 Date
PaND #1 RC1AD C]ITCH
5.14Pe = 0.0106 ft/f t Hydr Radi. us = 0.32
` ri' value = 0.030 Area = 1.37 sq. ft .
CaPaGitY ~ 3.26 cfs
VeJ. oc i tY ~ 2.4 fps
Sideslope = 3.0 =1
Battom w,idth= 0.0 f t. Depth = 0.7 ft.
r
0
.m ~
~ Q F'{A]Ctzlw
b ~ €7 fl
A` ~
B0WS7RING METHOD (F'TFTX YEAR S7OFtM DESIGN ) PROJECT: R-RIDGE
DE7EN"f'IflN BASIN DESIGN BASIN= PC3ND 0 2
REVIEWER= JWP
NUMBER {7F C]RYWELLS PR0PL1SED DATE = APR 20 , 95
O S.l ngJ.e ( tYP I C?dlxble (tYpe B)
Total Area (calc. ) (see H1 ) 3.75
Tame af Conc. { calc . ) C see H1 ) 12.14
Composite °C " ( calG . ) (see HI) 0.28
Time Qf Conc.(min) 12.14
- Area (Acres ) 3.75
G' Factor 0.28
Impervious Area (sq. ft.) 7750
Ualume Pro►rided 750
Outt Low (cfs) 1
Area * C" Factor 1.05
##1 #2 #k3 #4 #5 #6 #7
Time Time Intensi.tY Q dev. W in V Qut Storage
Inc. Tnc.
(min. ) (sec. ) C i.n./hr. J (cfs) (cu. ft. ) (cu. ft. ) (cu. ft. )
( #1*60) (A*C*#3) (outf. *#2) (#5-#6)
12.1444221 728 .6G5337. 2.8869143 3.03 2960 728.66533 2231
5 300 4.58 4.81 1933 300 1633
14 640 3.20 3.36 2701 600 2101
15 900 2.47 2.59 2977 900 2077
20 1204 1.98 2.08 3010 1200 1819
25 1500 1.67 1.75 3465 1500 1565
30 1800 1,46 1.53 3139 1800 1339
35 2100 1.30 1.37 3245 2140 1105
40 2400 1.18 1.24 3281 2440 881
45 270(] 1.07 1.12 3312 2740 612
s0 3000 1.00 1.05 3410 3004 410
55 3300 9.92 4.97 3427 3300 127
60 3640 0.87 4.91 3515 3600 -85
65 3940 0.82 0.86 3571 3900 --329
74 4200 0.80 0.84 3736 4200 -464
75 4S4Q 0.77 0.81 3839 459Q -661
80 4800 0.75 0.79 3975 4804 -825
85 5100 0.72 0.76 4043 5144 -1057
90 5400 0.70 0.74 4151 54047 -1 249
95 5700 0.69 0.72 4309 5700 -1391
100 6000 0.67 0.70 4395 6000 -1605
DRAINAGE P(3ND CALCIlLATTONS
Requi red grassY swa le po nd storage val ume
= Impervinus Area x.5 in.! 12 in./tt. = 323 cu, ft.
GrassY swale pand uolume provided = 750 cu. ft.
DRYWELL REqUIREMENTS - iO YEAR DESTGN STORM
Maximum storage requzred by Bnwstra.ng ~ 2231 cu.ft.
~ S-
. TIME OF CONCENTRATION (minutes)
Tc ( overland ) Tc ( gutter ) Areas
ORb1►.ra3.6.~
13 A6I~ •Ki y
pF`FS i ra
Ct = 0.15 L2 ^ 13{} 2 1.82 0.25 ~r
Z1 - 3 4 /nrs 1.75 0.25
L1(A) = 380 Z2 = 3 0.18 0.90
N(A) m 0.4 8= Q 0.00 0.00
5(a) = 0.013 n-- 0.03 0.00 0.00
3 0.0114 0.00 0.00
Tc -(A) ~ 11.25 d - 0.65 0.00 0.00
Tntal A Camp "C°
LI(B) = o Tc (qu) = 0.90 3.75 0.28
N(B) = o Tc(a+e ) = 11.25
S(S) _ 0 a=c*I*A= 3.04
Tc( tot . ) Zz _ a.4 Q(est. ) 3106
Tc (8) = a.oa Intensitv 2.89
Tc (total) = Tc (overland ) + Tc ( gutter )
Tc ( ove'riand ) = ct*(Lx*NsS"a.S)"0.6?
ct = 0.15
L1 = Length of Overland F.LAw
N= frictian factar vf aver].and flaw (.4 for average: grass cover )
S = averaqe s1ope of overland flsaw
Tc (9utter Length (ft.)lueYacaty (ft .,~sec .)`6o
g= eottom width vf gutter or ditch
Z], = irrverse caf crass slope vne of ditch
Z2 = inverse of crass slope two of ditch
d= depth af flow in gutter (estimate, check estimate with Flow)
Area = d*B+d"2I2*( Z1tZ2)
Wetter perimeter = 8*dt( 1/si n( atn(l/Z1 ))+1ls.i n( atri( I.rZ2)))
Hydraylic Radius = R= ArealWetted Perimeter
VelocitY = 1 .48b/ra*R" .667*s" .5
Flvw = uelocitY*Area
n = 0.016 'For asphalt
s = longitudinal s1ape of gutter
~ v6 c-
ra,'. 6 0 ~ ,c 3 . ,t77 .S
~ " A'. .3 ~ A4 7, e=' '8 o cs
A-~
.
OH-IRM- 2115188
U5 Department af Agriculture
Svil Conservatian 5ervace
DESTGhJ WQRIC5HEET
for
Trapezoadal Channel Section
' prepared $or
R FZ :E IC> I~`a FEE
in
SPOKANE COUNTY, WASHINGTDN
Designer : JWP Checker
Date : 04/25/95 Date
POND #2 ROAD pITCH
S1caP~ = 0.0114 ft/ft Hydr RadiUS = 0.31
n' value = O.030 Area = 1.27 sq.ft.
Capaei ty = 3.06 cfs
velac.itY - 2.4 fps
Sideslope 3.0 = 1
Bottam width = 0.0 ft.
Depth - 4.6 ft.
9
S 1•
w---t
SlN
~ ~4 N r
~
~
. r
F- c? 15 Ea
G.J h/tir FGVuo
r7 a I'+ri. ~ 60 % x 57'anr'Y~
. ~ ~ ~-7
.
sOwsrRxNc~ ME-rHOr~ (Fxr-r Y YEAR S-t-ORr~ ~E~DzGN) PRuaEc-r: R-RrDrE
aETEN,riON BASIN ty~~IGiv BASIN: C)
w~iIh,~IC~~~y REVzEWEF~: :rwP
141J1'11~ER 41f"" VR I WELL.] PRUroSEV 41A'I'E^ J rIIV ,GJ ,95
U SirQle (tYp 0 DGubJ.e (type B)
1"otal Area (calc (see I-ii ) 1_2~
'rime of Conc_ ( calc . ) ( sEe I-i1 ) 5.00
Corrfpvsite "C " (calc _ ) (see HI) 0.25
TiI~e of CU1"iC . (f1111'i ~ 5.00
AT°ec3 (AC1 e5 ) 1.26
C' FdCtOr 0.215
impervious Area (sq. ft. } 0
Vaiume Prvuided G
outfl.aw ( Gfs) 0
Area :k C" Factor 0.32
#1 #2 4:3 #4 #5 #6 #7
7`ime 1"irrie Intensity Q dev _ Vin V caut 5tarage
IriC. InC.
~rna.n. 3 (sec, ) ( in./hr. ) (c-Es) ~cii_ tt_ ~ Lcu_ ft_ ) (cu_ -ft, }
( # 1*60) (A*C*#3 ) C Qutf. *#2) [ #5-#6)
5 300 4. ::)8 1.44 680 0 580
5 300 4_ 58 1, 44 530 0 580
10 600 3.20 1.01 708 0 708
15 900 2.47 0.78 784 O 780
20 1200 1_ 9f3 [1 . t; ~ 8121 0 812
25 1500 1.67 0_ 53 343 0 843
30 180C} 1_ 46 0.46 875 0 87S
35 2100 1.30 0_41 902 U 902
40 2-q0C3 1.18 0_ 37 9 u 0 0 9: o
45 2700 1.07 0.34 9~14 0 944
5o 3000 1, QU 0.32 977 0 '977
``aa 3300 0.92 0.29 986 C} 996
60 3600 0.87 0_27 1015 U 1015
65 3900 0_82 0_26 1034 U 1034
70 4200 0.80 D . 2F~ iC7E34 0 1084
75 4500 0.77 0.24 1116 0 1116
80 4800 C) _ l; U_ 24 1158 0 1158
8 5 51 oC} 0.72 0.23 zia4 0 1180
90 5400 (].70 0 ,22 121 13 u 1213,
. 95 5700 0.69 0.22 1261 0 1261
100 6000 0.67 0_21 .1288 fl 1288
[]RRZNAGC PDND CALCULATION5
Required grassY swal~ ~ond starage voiuine
= Tmperuious Area x.5 i n./ 12 5. r1 . rtL. ~ 0 cu _i-t _
GrassY swa.le Porid voiunie prc.uicied, = 0 cu_ t't_
DRYWELL REQU IREMENI-5 - 10 YEAR DESIGN 51"ORr'I
Maxlnium storage ceyuii-ed by BowW.tr1.1-tg 1208 cu. t'L.
Number and type of UTYwells Requir eci = 0 si sigle
- ,
r~ 1 V ~~Y
n
~ jp 880- 9.S Nf)~ '-1404°- 9.:3
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JAN 2.7 1995 41"
s"owqIIE Caunrrr
E++JGINEER , vac t ~ ~~;~~c,~
ClFFIClAL P18LlC DOCUMENf
9PQKAlVE C[}llRCTY ENG1iVEER'S (3FFiCE
ORIGINAL
[ !%l*.-.l.R i .i i. I:f.. PROJECT 41
:~~1tf~i=r11L i ~
S"y1
_ RETURN TQ CQUNTY ENGlNEER
.
DRAI INAC;iC UPOWr
'
~ sP 880-913 & SPP04-93
iGr
R-RITJGE CC]lt!'{)RATIC3N
5d'I'E CGNGI°IiONS:
lUC.ated is tlte Soli kt,wes iral'
The sut~jec:t pz°oper ty as
5ectioi'i 7, aownslisp 25 Nor t;i, Range 45 East, W.M. in the
Cnun ty ot Spokanc., Sta te of Washington. The size a s c2rr•rentiy
pdSii:I`e ianu <ii'id i.TiydctielDpEd. The 5L}ly ClnS51iTCuilOT1 1S
i..c?kf iisor; !iy thc: S.C, S. liajiue; i oa' Spokarfie Cauiity. T,ia land
siope gently to the wesz alc appro:samately 1-2%.
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~P h e S 1 i c 3 S d':. Ll :l3 i i l ca 1 L(i 11 o i 1_ tiv ;7 j .3 El b1i1 i ti e: d S rt G Pt
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~ il Lv z:. 3~R. I L'e. A.} r [-x / lV i1 11 1 i i ~-d{; :1 S, 110 1' i. i f i.a l. tI 1 u
.:t1D3133oi1 'siC:L'eSS L'uSe'_i:i~i7 ~ a ypciPat? i'x~' Li3c' i,i rJ~IS 1,L.[}i't31i~ 1.u.i:c j.
i iIc C:[7ii333kt;[3 cai.t_eS~s ! 5 d r i'f'3pL;Se:i c7,spitc%: i tI3' i~e bi.: riu- t..:~;! ir
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iLE.' ie33l1 i ta11 f7L) S'sf1s Ifa Yr i loe eil a 1'Lc-:;: k,.7 Sc3 s ~ I[• Li2:,. ~~ri}'a-i
r 2qi91r i?IPieI1E5 aif(i Lo dC LnAll i.tl£= F'LFl7l'3ff 1'1"'o31I LC1F' i I it~ ~ 3U) y'E.zlr
CIr".s d`-o-ii ..i. ri)3a .
LLi~i C ! c s 1 rlJ:l .
T°i: i'uF1uff :'{3t`ln uhe LrA:;L ;7 i:ill['GldLeLi 1S 5.91 L:is. f(S1'
% n P ° L 1 I C y j:_A 011 ye;x T' S Eor,li LL S 1rt e i. i ae: F" "ra r 1(7 i i ca = 911 E. L il L7 4,{ . "t hi: C,
i.s s" C CJ 3' lJ 'e.' G i S' i.1 .2 7 a: a s c'. ;.l li p L3 I1 i la iE: C l] f1i p o S 1t t i d C: ( o i' F t] r L
propvseci development (see sheet d-2). The runoff will be
conVeyed averland untill it is intercepeted by the drainage ,
swa1e al ang-, Igae Cas ter ly edge af Cor•b1n 5,aiie. Tz-te i•Linaf t' wil i
i;tc'_s`3 bc, c.~i~~C#7c't1'aeCi M i ri ci c~j'~+r_ ' eSiWe{'rl5c..~ ~ i 7'U1Tl tia~
i. E; E' p f] n 4_l ? i! C; i'. Y i i ii :h. e C C1 i i Y pI' o } i: i-ed i Li I7 ai ,"i" ri ni 1 Lh e i' e t4 f a i
Gi 5i:il~ai i d'UiR wi1E 1'13I14~ i3la i V ~.ili' cAtij.J.i:eii ~ p i tIF33c:[' LY .
The runof F f rom the Wes ter ly edge of Corhin Lane that
wil1 have an affect upon the px•apflsed development i s
crllCo i.a 6cYd e.LS t. 811 Li S.~L'C7i titG i' i, i iv (;71'i) yEnt' StQt'l13 iiS3llb wtYe
a i 4i7ai.! t S:1f:Li;i3tl ~ i ii4~ i:i0 i0 i' Ca:aE:CI 3 S E:. 2 8 b a s F Lf t:7u P"t illE:
couipos iLe laciaar [aee aiieet A°5f. 'i.'R1 e i•unot i' wz i I b e eonveyed
a a cl r a i n aff e s w a 1e i n to 1' n n ci N o ,2 tiv tz c r- c z$ c., i 1 i b e
ciischat•ged via a #,ype ' B" cirywell. '1`he I'oncl tiwds sized fo
sJefain tt-ie tatad runvff f'oi• Lhe desrb'rs storin.
Basin ..D.. (see cir•ain4;e plaiif will disctza.rge directl5=
o#'Iszte as it currentiy x.iocs, Ttzc .'C" 3•ac:lor f"Ui• tkie exisLing
pasture is 0.25 arid, tfie design "C.. factor usecl fs a1so 0.25
based upQn a 1.5-3.0 DU/Ac design as stipulateci in the 5pokane
Coax7 i y Nianue i .
Ti7e pl't),}eCtied f'Ll,flUTs ih7t isfi+cCtS ih1S Site i1'1~i be lUll3'
concairaed except far tlie ¢bor~e meniioned runof"f fron1 Basin "D"
thaL is not irLcrea~ed due ilie rur►o:`S' coel°l'xci,ents beang Lhe
sanie. iher e w i L 1 be a riecrease in the runo; i' t o the 11'est as
fi;e z o;ids arr pi't~~ected ~o dASC;harge tiZe design stoi•tns via
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Vo-Loc ity.
C] I I g:L L u u i i I .=k 1 3 1 ci P,.- Ci i ll i~ i e- r
GH-IKM- 2l:af68
U.J DepCj r i. `nV I ] L o f 7"4 gI icu1 Lur.r".
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s ~ r-.r-~ , <=y~-~..~ ~ ~r=y' , ~..n:Y•.~; r-.-.h~~:~: i ~-:1+=i=., '1• ~"r%r:'r m%~ :{==~~::i•n~ ~:~6:.~::~ h:~ ..n :w:i;`n• ~ :E::~:`..i, , ,.r..l~.~ ~ m.~
r~c p,+~ ~j S e D G jj i; C. la OJ~I ~ yL r-') C-
r L;I+i1.7 i'•:~..• ~~:'t_Z~~U ~.L I C. f'1
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1~~J41.'..~Yf1 Vu1~l..L I~[ I l. •
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9
d ~ ~ ~ ~ t~r ~
A ~ ~
-
~ a ~y r
G , -7 'r ~ Ns ~ ~ a.sr
D r-~T ~ ~ 6--o Y~'J
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G- E iE N-i 1_ C7 i'd 3 F=r S % I'd E) E S :L ~ri N B fa ~7:i.N : V,REVIEWrrR= .7WP
NUMBER UF DF=:`;'uri L.La PRt7PO:aED DAT E = ,Jr-~N 2.r-~ ,`'l5
0 S i i-ig le C L yP - 0 DuuiaJ.e (L~Ype 8)
ToLai F3rea (Ca}.G _ ) ( 5ee i-i1 1 1 _2'L
8 i ii3tl L7 f ,L.ilni: _ ( GaiG. ) (."=3ce 1-11 ~ 15 _ t)('J
calz.. _ J [ see i-il ~ 0.25
'
I I:11~ of 4L'I}c. ~ En 1. 11 r ~J 0u
i71 .C~ L Acres■
l~ t--aL LoF' 'lA ..f J
i r;ip 8 r v i~}ua~ r;re a
Ve. -;umu Pyou ~ti~ad 0
Qu ~ f 1 ow o~ s, 0
;area C" 0...~.
rs ~ e.. 4 1 L #J
t! J ! k'i dt 3t L 41 +
'p Lffit.' 1 xrrle lia Ler,sa Ly t:;e,. . V i n ~~it u-r a g e
,
C, i..d . 3` {z, i.l .
f ~ P~~g C %r+t 3 J [ VLliv~3 ~•-~i6 r
i %{,£]0
5 V4_JO'"• 1.44 b 8 S; !7:3
_ _ 30lJ ~ 4~ ~~ti . t i L~ c..S [ 7 ` Fa L,
[],L 700
2 . 4% V .78 /60 l.a !b`J
':11.:0
I :'1 oo lrY 8'-4 .a l.~ 841
.j 0 J, ti v Ci L . 4 4LJ 67J ,s 6 . 1 5
ziou .L .3c) .Lil . 902 ~ 90.:
2400 1. . L t.3 `l ' v
2700 C.3 i 944 LD 9-'' =a
4~r ~ 0 0 {_1 1 .00 ' l % V '91'
wI:~ .=;.~~7~.i U."J 2 `=Jc3o V '3~3E~
.5 ~t U C) 0.6% 10 :i. a 1 C31 s
6 5 :;•~i~0 0.82 0_26 3034
i.} 4 12 v C) 0 , 6C 1 OU4 .t i.r 84
7..~".~ 4.~'.`~ 0ia 0.77 0.24 1116 0 1.11b
8 i; 4800 0_ 5 C, . 2, 14 1168 0 L 1 'b 8
85 5100 0.72 0_2:~ 1180 ~ Ca 1it3o
- 7 ci 5 400 O. 70 0.22 121") v 12 1 -3
`7.r-1 5700 0.69 0.22 1261 0 1261
100 600{7 O, 67 G_21 1288 t~ 1288
DRAINAGC F~ONl7 CAA_[:l:G.{`i"I .lONS
kaquii-ed grassr swale pond stl-oi a~~ vo1ui33L
= 1 ffl {~7 eT V 1 oi,.! s Ar e a ?f . Fi i n . i 12 1 il . I` 6 t 0 G Le' _ t.
1a1-355y Swr_`i1e pC]1"iCi L'GlL.dIT~:' pi o1J1s.ieci - 0 i::.f . ~i..
QF:`tWELL RLULliREi'1EPV'fS - 10 "t'EriR DE5Ii"aN S7ORM
maxin7um stoi-age requii-ed by Bowstring 1288 cu_
Number aiid tYPe o-F Drywel.ts Required = 0 Sisig1e
. ~ ~ IV ti - r$~~/ ~ 1 ov ' ' . : - ' • • -`,Ji, .
]
I . ....II sl5 . " ` - y°il~'• i ` d 5x I~1' ',j ~ f
'll:0(1.'.,~o . i ' F. _ •g~~y a p'n - , ~'.C••i` •v E
~r F.aaa Vallsv~ . i~ ' - - l' u ' • Si _ - ~ ~ 1 ~`y 1 ✓ j !
]r lirqh'~t~ =
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• 'u ~ . .;J'`-`_^• ~
;~I E'n~ ~II: a~ ~-.,~e '~I...... -u ,:n n • R:tiL~~ ~ -f;_
O~ :2033; :i
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I~.~.1• ~I.~ae 115 !
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•~'..-=-~y~_-~ Q Q i
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at r T nk ; ~ - r'
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k; TrailErl 6(JI~
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Sabstatian wr f;c: ~ i>;, f"<ii 'r~ II •~~i~~ ~ ~ - ! Parkf
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~ IWe11 . • • . , ~ gronssas z• : ~ ~ ° ~l: I~, I• . • . .
sa . ^v, j~ ' L ~!I, ° , ~ - . o . i •
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e 1 .=:'I. 11a AH ~I'
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~~E ~ ° ~ _ ~ ; '4 ' -41~f!` ' a,.,'.... ~'e .~.9j . ~ ~i}~~~ ~ ' ' ~ ` _ I' i' , II . ' i~ ` ~
f :;J.:.' i Gravel P4t.: ` ! ~ ~ • •~r~•
I _ ~~p • ! ~['.r! Sch ~~I~ il.yf► `q:
~ .._'~...iI:. . .,Ie:M . j~ avr ...I _ 7ra fe~• r;!~~ ~~E: e . aJ•
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J,' _19
i azre: •?~:.....i~ :#I_ ,'w~ " ~4 ~ ~ -''=:.;k • ; ~~r~`_ "'~"ti..~`- ~ . . • . e ;`1.
I ;f ~l: • ~,.;l:..... :14 f ~ Cen[rsalleS'
~C• ;f.~:~: ;L1~ ~1}iigh Bch • . ;t 4 L-^'i ~ (~~Sewa e Q'spas8l lC:
yr;., il
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~ ~ ~ • ~,ii; • ~1 ~ ~a _ _
• .II~•"' . : r= . ..'ii~--= ~ , 1~ ,i. `3~ ~(~~.w:.~ r..~~ _ •,GraPe[:.I
„ • - - • - . ~ l ° ~ i 1
(3
3OZL SGf{VF_1" -
n~ ~~o hilh- uplfaii[TS_ 'I`lze~f fvi•iilctl iaz ].~~-e~.~etl - t) ic►~ ~.re esr-eIle»t 1) lc~ces fn~~ htintin~ Ini~pa•.l tC}1`~~ i1'il~,L'LLf3~~" 1.
;~~i r~~t:, fr,rP-t. 'J'}ie -ir1aiLI~tl ~~r•ecil~it:~tinli is (Gsi~~.~f;iliz~- zialit ~T.~ZI~r-1; iiQt in aweandl,ueii ~r~•~ia~, r,t-
hc:s. uz7d tlIc frr)5t-f ree !~cwitiat is about 125 rl,iy-s. rangre SirL- s
s~ils are li-eri for gi•ain; pen,~, clover, ;tlf.zlfZ,
,d;,- «-ond1 and. Garfield Series
silt Toar+i, 7ta 20 percent stopes fFa61.-7'liis
iaijr -oi1 r,n t;,e si1ty uplanc1 itoi•tli ancl east of `I`he Garnelc~I 5ei•ie= cnirsists of sevei°eli-
.1[ozFr. -1f)pe; are betn-een 5 mid la percent; ~ erodec2 ihat fot•tnecl an iczess idiulcc• g0.•:t:;.s an~l ~J~5~]] -
leis ]3iE-C =1rjy)e3 of ai7oz•e tl~az~ 5t7 ~3ereent, :ancl slir«b:, T::e~e ~r~ils occu~~r ra~l~eto~~s. kt~~l3s. .ancl tlie up-
tli,i~~ 5 ~,CL`r•L•]]C. SIOpe~ of iizoa'e tl~~~ai ?0 g~er- 1)el- ilol~e- r,:s rol~iia~ to 1Yi11y uplalids. Thev liave a surface
~t sncl ii~c a lrjai- tF2e edges o# tlie draitz;~~e~r;~,.-r. I10-ei• of =_;tr e] tr To-iiii iiitl u subsail of sil#1 cl.ta}- tlia t i4
irc pi•rIfile: rerr hzrd. =cic1;;-. and pInstic. T11e .1ii1tiLli1I Z~1'L'Cf~71T:1I1+'o]]
wFaes, verr dark grasisPa-Uron•n, fciab3e silt t0ai3l; IS fo iI3~~~ecz. and t11e f1`oSt-ft'ee .en~0n iy 1bnlzt I='3
i~ ~[~~etc[~ir~: vcii[r-iL t~wv5. , i
iseiie-. $r~~u•n. friaf~le .~Tl~ ]cram. gr:~€i.~ itr~kg-n :1 t a '1~ I 1ese ~i`e tt;erI l~l~illll f- o~~ t•aiit, air'a1Prz, aild
~12 Xnche- : vLirip•a1. Garf'zedd siltt• clati= loani, i? ta 36ercent slopes, sei•ere-
~ir.l~er, ---rari-3F-t.r4n-n, Rriu silt loam that bre:tks Int~ lyeI.f1ded -j'hi5 CDll OCCEI ]lea tilel]:~t'1'U~t° 1'3ilrr
~E'io}:~ ~
I~'I3 ]71'~~FIIS ; Ile,li~'RI
i12ct1e~ clarf:-bron•r). Rru1 siltr Clar 143iu, 31n1ost silt and LlppeL' ~1opez; DE7 ]oes5al 1ip1tZliClS 111 file fi[l1.ithEa4iL@? 1:
)rCa1;3 inrO ]iri-rsl3 1 to 2 it]C11£5 ni[lE, atlii t11Bfi i3ltd p:il't of iha :°oLZ11(i`. MfSyt wlp 3L'S R1'Q ~JC"tltie~'33 8 731[1'~II
1.,iocks I= 's:1ci2 to 1 isic3i ►~•f[]e: nentr;tl. eeia[ :.i fz;~~nll az•ea, ]~a~•e s~opes of Kiicai•e fliazt 30 perce;-~r.
r•e =ait. n-hen inoi=t, rangcs frojii vei•►• d1ri: and soxne :_=:~-3•r,;~- riclgefop5 liae-e siope; 4f ]esg rliall .5 pea•-
o-r_ ro (3ai1: lorf,zvia jn calar•. Tlie testigre of tlie cerzt. T~ep:-r-zenrsicire Larofile:
'Cs f1'Olll he1t't' Mplt l4:llri PO _alt~' Cl:lt 1pR171. ¢ t~ [7n~•k-I~z°o~rea, Eii•iu cilir tlar loain; g~•;~liu]ar sTr~:c-
i~aer.~e,1e ~+f}4some ateas totl3ists of L1r~~iii, turr r=~tF•:~1.
~°I'i,t[Qet PreC`177s t' C1:[L'ti-b1'i7wll. fit`1Tf siltC Cl:1Ce ,L'L'l1oR-I:]1-1SYo~kn
incleer; ~re~k~
1110(ic°t.lte°lt° i~•e]1 tll':l1r7e4~ -oll iZl~tt ;t 1'C11' -i~r- °l~elon fl ele~~tli of
1) L i:e- i ink. ]a rci _ fucb es n•ide anci tli en isito augu7a r l31rn.1;
L.iiJ]e zu:ico,j a 1id P3 S.Itl11`,lCeCl f01' c}Sort per1aClS li :p _ is:cl~ Ehicf~; clas f31uis C[~1t tl~e pr1SU35 aaid :~aigti'.7-
t i;a1~1= :11~~aLa* I ca i ii~rl~e= of ►r;~te~• t~i:~t Its Lie~a= : neura•al.
i3 C.i=~' rt' tr~Irk exCeZ?t R-]aeiz s.irii~~atecl. ~aOfS ~8 to fkl _~._Les re]tasrisIi-UPd1w11. fl l'ii] I1efIC}- ~•lIt ZOaI]7 ; iai•~•;~
C Io►1"e1' I1R"rE's lllll3]I1' :lTOYlL ]QCl 1iCe-. Tli@ in- 1 io in[hes wi[€e aiisl chen xia[o angul;ir LIo,~',-
iic[linfii. ~t~rf:ice z'tailoi~ i= iy etliiu~a, nncl tlxe 1-~ rli~cl:; neuti:~~.
()-FL The te~~-:_•~ of the upper SiFbs[}ll 35 SIlCv Clal' UL' rluy. _L-
i ~)5 i,oi•Leiir of rlie aci•eane is clilriratec1; #1Le ""ieh 'i-s 11% ',ea•~eiie o~ ~ome arezs coai.ists of -'Ltlieni, Naii. - -
w+aodIo;z, li'heat is the cIa:ef eadi crol). It e7 Per~4e. • • PZlou---e soil;
i`ot,ttion w,r'~ ~eas incl (-~reen-1n;~)Wre ci•o 7 1:11 i: s-_6_ i -e ll dr.Yined aiiicl sl ovrl~-l~e~•iy~e.il.~l~5. Zt liod~iz
t-fallo 1or:lr:~,a~. Oriier ci'ci~~ ffra~ti11 ~ re p~eas ol' 3~7 ~'f %y arez• tli;It ~}1:~lit=e.ita it-c. Ir k =sio?. s _
-_Iover oi ,►italia for hai" G1' zlli'll lll:ll7111'e: 741Cl .111(l li~=a=::. :-izL'l1 'wer: canseciiteiatlt-, ir c111 li.,a Cl;lrid;irz:i
~L li•d~-. ~~i• l~,~zr~:. A1I ~-r:ia~~ and ~r~~~s 11~° n-'r°:-__ : r;ar~iei• narral~- i~inge c]~' njoisritre ccanreayr.
~ S" l). The fertilici- aw medtn=-?.
o; 4• 0 _rs•ii. T_L,tizii e: 1•~5 p ti ntl ra =iilfLii•. {C'.1 pa - (lee
1!'oi5dl.1?ld 'a1'f31i1} J: 11i1L 111 l 3'a1S~e Wif[') ~ ~i3'f:ICQ is 1'~~~]Fil::illC~ tI1Q l1a Z:lt'il Qf f lil'fi1F'P' Cl'C7?_s~p? ,
siIt loan~. ~to ?fl g}ercen# s1o;~es, se►erely. a~ ae►-ea•e. '
ii.---.1[~zz•~ rl::iii 30 perceiir of rlie Elii iace Iayca• M'~re r'.a_e i°P perccxit of t1lc acre-lZe is ciiteiti-z'reii : rhzs '
i:ia l~ct1P 1~'lll]d'e[1 eTp~1011. T~e1'Clli~r 3` me- 1'e~r is :eecir~i ia a ifa 1fa ot• rra•.j ~Z`]ient i; tl~c ~liie~
. tiii•f:a~~~ i-iaatioff is i•a~~i~l. :,iid rlre ]~ni,zrc7 c~t ~-~tlier cr<~z,: ;ru~~-tt ai•e 1~~r1~l- ili~Y [l~`d' fiedil ~)eRa. _LIl
!veiv. A= iiiuelt 1s 1l~ ~~ei•ceair of sz~me .~re.is ei•ak~s i•e_~~s~~._1 ro iiitra-eai, stil#ui•, anr! L~lze~l~~io~•~~s.
rci-ocle ct F ce ck n1:iar sopalrilitt it; 11-e-3; not Ia a tr•oo(l1~sald m1-011 p or r.uIge ~ite)
t1'C1133 t1L'c' --Ioxti•P7 :l5 O11 Tl't'4111a11 5i1t iCla!]l. 7tCl
Inpe=. btiti-iAds az•e, lower. (Calazbilit► euiit Ga11iSQIi-SeY1e5 .
Hand - P•au1) 1) : iicr izi i i•,i31
;Ye :preJ
silt la~► 7.'~ae ~"ra:•?•:van serie; is it~ac~e i:l) of sfltnen•li.it etce~s'r~-~31~'
m, to 8~ ~e~ eent slopes, se~rerel►• ~~~•a iliecl. z: ;relIr ax• srvnl, soil; th;~t fc~z•ilieid iillcler zr.a-v
i}i9 l3t~~1 1'ssIlll!-i'~f~ EJI~EI'Clt1[71~it~ltiill'f:1C1'. l'L Tif7tf in -7lci:il ti-wtl:?sh I171\ed"]ll t]lE Ylp17C1' 13:11't iT•1tlL 'vt3lC.iiii,_
:Z tlie ez•osioll li.lrii•cl i-sse~•~z•e. Zai~l~it~e~l ia~ `'`il- Tlieze roi]4 :~re aji iicarli= lei-el to i~iotleratel~• sreel)
•e:~ fe~~- are:iu of I]caz•.-con vnils. ter"ace:. T:le a,i"11,11 pa•ecipiCkioal is 1S to 22 nncher, ancl
crop, zre rTrowrz n; oia Fi•eeman si3t 10,11n, a tlie frosr-fY-ee =e:i-oai is aborit 1 1-0 ci"lt•s.
ir :1oPes, bur }-ields ire Tower. {Capa6ility ~oi1; of ::2e ~'T,i~•ris~tt se~°ies :ire iis~c1 for ►-:~a•ieti• ~~f
eravellai~cl ~•vii~~ a; ziot iir r.~n~e site} c~•°l)s ~2;d ziz f:zrinsteads anf1 sitburban lofis.
Garrison gravelly loam, 0 to 5 percent slopes iGgA;.---
* T~iis is iiie cloiniaiaiit ss~il in tl~e S~~Qk:~iie VaI7ei= e.ist, of
4.e1' Max'Sh _ the city of Lpakane. llost slflpes are laetireen ? anci a
er aiiai•h {l--,n1 eoaisist; of slinlloli•, s►ra)ripY I3elcent. Repz•e-senfatii=e pz•4file: .
F ft ts :l1'ori11[] I.ikeS that li:tt-e a fluCtliatinr 0 to 1.5 :nc3tes. 1111ck, vers ,fri:iUle grarelIy° loam; bmmilar
Th._ I()Tl cOZ1Slst' of tllleSy Z'PLdS7 illlti Stl'11eF?i7t" :lZt,$k[l1' :iCYi].
15 to 44 z;~.~e=. si.irl:-Ur~rn~n, ft ia]) Ee rerr gra►-elly loaiij ; neti tr:~l.
~sC ❑t`ea3 :it'c • of Tit~'li3 ~'aL1lC fOI' ~P'R',!]4~ a ~3t1t ~ to f+l~ isa~-hea tiiiitkicoFored s:~nd, brarel, ai3d caUblestones_
t ~
5. • . ~
" G~ ~r~► so ~:a:--- sPOKA; E cs3~ NTi , IN°ASaa I-NGTOti
Thc viirf:tcc colnr. w1i eai ilioist, ningcs fc-oni vci;►' eT.i i-1c tho coxtiitr. Mvst .]ope3 RL'C Eaetn-c:eii ti :utkl 1
, btnwn to b1ark. Tlic fextxii•e of tlxc siti•face l:i}=er is g1•av- rxepiez~i'iitatit-e pt•afile:
• el9}- or rery ~c•;~~-ell~° lo:~zi1 nf• s€$t laarai. T1ie si►l~-oi] ~es
0 tn 13 illc1ic-, l~l:tisk. ►-en-r fr~:ia,9e -qii 3cF:~:si, gr:i,~,aia
• ir~ co]ar fr~,xn dark l~ratir~i t'tl ID1CFalY ~.DI'U►1'll. Cl .i~• :incl 11eiI(PR]-
- Jiiiic laa~-e ;~ccFia~~itzletl' Qti rl►e~tiottQin of tlic pcbbles iii ttte 13 to inchies. dark-Uroes•n, firias 1r,,ntn rt,;ii'tk$e.,ls.,
lo;rer subsail. TFie de13t1i to tl►e nr:e`-el snbstr:ntum ranges I to 2 9t1bes uu1e: si,gtirl► :~e,a .
~1`f~177 30 to ;~5 111Clte5. -ka ]]]L1el1 :1 ' 10 pet'Celit [7f fic)171C :ii 1;3" L'2 t`~ , dark•brein-», £rYnbiC dr,;un: -ligfstl}• ac
ronsis¢s of Boiig or Phacbe soik or crf otlaer Gat•rison soil. Zn 1slaces tlte surf:tce ls-ver is .-et.t- clarl< bro►r,
l liis soil is sanzewla.~~ ~s~cs=i~-el~= ~lt~izies~ n~~Cl ]i~s nand- to Ffs iticlies rliicli. Tlie rexttiie nf r}le .i:i~-r~i1 r.,
er.itely rapid perme:ibilitt-. It ];nlds about 5 aiiclzes of -N''slk 10z111 xo lizlit silt~- ela~- lc~ci~~1. Frc~zi, tii
,r,iter that ~~lants cat~ tive. It is etisr to irorli. TZoofs tlae lca~rer su"~svil i; conzposed of frr;tveI ancl .iz
penetl-ate to tlie lazer af cand. grarel, aiicl C{1I3L7le5to11es. ]iiucli T. a 13ei•celit of sorne are.li cOnsiSrs nf
:CIie fei•tilitr is iyieclieiin. Siii•f.1ce ritiioff 33 glL]w, Yl17Cl fFle Deai•y-tvii, or Lnrkin coils.
' hazard of erosian is EIi-71it. Tlli~ soil i- n-el I tlr:iiiietl .itid nn nalex-,ire1y ifeL I a
Abotit 84 percent of-tlieacrez4e is e~iltiti-:rted; tlie t•est i. 1ialcls 9 ra ~.1 iii eIie; of ~r~~tei• rliut c.1il
usetl far grazi~lg, anci~ ta~•iizstclds or cuburbnai ]ots. e:ys?y to ork. hoat penetrntii,n is e-err rtaTl,.
-,Nf[3StfJftileRCl'eit--eisiri°i,ntecl, IrrizZted nreas are uvecl taliti• is hagh. S1"1Zf:lcE L`L117Qff l' ]Zli{ilil1Y1. ani1 t
_ for orcharcl frnit, aiud berrie=: c2bbare. coi•ii, cantnioup, of ero=ianis nlaEtenate.
cticuiiibers. celeri, :iaisl ;quash: irheak. v:sts; 2nzi l~arleti-: ~.~ox•e rli:st~ ~t~ ~rzrcei~r of tlie arz•ei~*e is ciilii
nlfalfa fcrr ~~;~r: a~~cl ~i•:~=~ for ~e~d nz~clZ~;~~i~iire. :L~x•~~1:~Ilz~l re-~ IS ~rixed. `l~`iieat i; ilie cliief e~~op~. 7c i5
are:t; are urec[ for-wlieat, baa•Ie;a-, ancl n.trire buncl►grasv. t•otation Rririz la:erley; oats; peas. ]eiitils. :ilfalPa
There is ilo dIffiCtIIiY' l11 ThL tiz-ze a£ mzcIiinez•r, but tlle Al1 gi.i:; 2nri '1211 eraps responiP « iziri•o-'r(k].
IIe-?: ~.t,
;1':117e1 as 11;11-d oix tilla~-e iaziZ-Iezaients. ~11 cri~~~s e~;cer~t i'~=l~~s~~~ to =ulf~i~•. (C1~3:~~ailit;-uYaic I
le-gumes respond to zaiti•ozeii. Soliae ez•ops respoaicl to site: axoe in a woodlaazd o-roiip) =iilfur, borvtl, zai~l pl~o=~~~tarii~. {Cap:~l.~ilir~• iinit TITs_a. Glet~so5e silt loam, #u 5 percent cqo1~QS ¢G;
Lvainv a•ai~`e ~ire• ziot izi a ~ro~~cll~►n~~ ~ranp) - soil has a snrf;~ce 1a.-er ? to 4 i~~cliey r1~rcliE'L' Ilk
Garrisr~n g~~avelly lnam, 5 to ?D percentstopes {G981.- Glenroic 5ilt loana. a to ?sJ perceait sIoZ,es. ~Ziiri
TFii~ sail liis a Gtitflce 1 ivez' 2, ro a iiiclies rlriniter than rlant is :low, anil r1ie ero:ion hazird z; =1tzih r. Ins:liol.
of ~'Y.iri•ison +_'rlal'~~ly 1C)R111. 0 to a percerii slope=. I►unaff Piilz tirere 4ziii.ill sa•eas af Ulilin aaicI Dearyton. n
is 1nediiun. asiel rlteeroszon liaa.arcl is moderate. Tlle :'1311e CL'C173 are grawn as oal iTlPlll'0_'0
This saiI is iisetl in iiinch i:7~ s-iine wav :e; G.iz•risan to 20 pE'1'CeIIC :lo 3ec: 11'1 :~t~liric~aa. ti-iner.il~1~~.
zr.l~-~~11~- ]0:ini, 0 to ~,ez•ceu~ slo~aes. [~',tl~al~rlic;s n,~it (Ca~~:~l~ilitr ur~ir Ie-?; Loam}• r~~a~~e ~ite: 7~;?~
.
11-e-5; Loanir r:auge site: iiar iga a -woodlniid ~roii~~} laatcl ~-rou}i)
" Garrisan ~-ery bra.~-eII~• TDan~, 0 to Spe~•cent slopes ~lenroc~ salt l~ani,?0 to 3~ pereenf ~lnpes ~C,
(G-nB).---Th i.==oilliasa r1ailUlei•. 1110re (rraveliycurfa ce~iver =ail hzs a snrface larer ca 5 isiche= rhinllca• r!,
than Garri-on. grareIl~• laina. C, to a pea•ceait sls.,}~e:. :in~~ ~'`~leiic•ose salr lc~ia~~. a to ?C~ ~~ercent slo~aes. 4lFx 1
]iolt3s ]e-s Lli:~zi 5 iiiclie~ of ~n:~rei• tli:~t ~~I:~z~.rs c:1i1 Li?P. TIl~ is i•npicl. :ta~tl rlie ei•o:inzi 1~:1zircl is serei•e. _~l,c~2i
ga,tvel caiPses extreine wear Oii txllzige snzcllinerti•. A~z af -oine area= rvn4is'rs of Bernliill and I7ear,-rnn
in Ytrh as ipercent ot =onie a ren~ consiz- rs of otlier Cari•i-zan The s1me crap~i nz•e zro►;-ii aai C=leng•oso =il~
;::Oilz,7. (C~imbilitti• uizir M-~O: Sliallow rntic~e =iee; izot 24 percezit wlo1~e-. bzit iliai•e, of rhe lci•ca~,~v is iIi
111 ,i woarl3.kncl eroup) legunaes. (Capai3ilitr nnit Me-? : Lo:anlr r.
.
Garrison ~•ery stnny loam, 0 fa ?Q pe~,~cezat slvpes tlOt i~i n Froacllaaid rei°ouF~)
[Gr.B1 -This szoil lzalcis 1e== tlistit 3 inclies of warer 3liat GIenrase salk loim, 30 to 55 percent s2apes (C-!
i)1., a cnn use. ant1 it, i: too -ztont• to be cti]tii-irect. _Ls SOIl l17z; a-ti:•fzce 1ayer 3 to 5 inciie: tliiiiiaea• tlY
- Gell as 15 percentof sonle n reaS consists of otlier Gnrrisan ~'xlellao-e si1L lozm, 5) to ?0 percent :1E,pe-s. Stt:
soils, nncl a; much ns ?percent is anarle up of granite aff is rnpid, aird tlie erfls-ian baznrd is serere.
ontcrops. pei•cent of soxiae ;rreas cai7sists vf £ierriliill oi•
(G:t 1)a1)1 ,liky unit -~rls-2; sails. This soil is usecl onIy for ,razing. I I
This soil is 1t=ecl far zii2zin
5lznllow ran-a site; not iit a wood]antl nrotip} tinit Vre-1: 1arth Ex13osure ri►n~re :ite: iiot i
1and grr.ou~~J
~T~tti'¢~5e ~~~i~S Glenrrase ;ra~•elly cilt ]oam, 5 to 24 tae~•Ge
(GrB)r Tliis soil ha1clz: from 7 rQ 9 iziehes ai'
' The C'Ylet3t•ose series con:ists ive11-clx•aiiiecl. niastlv' plagits can 1lSB. 5311aIl areas oL Seriihii] ancl
iiaecliusn-textnreci y17113. TI]L'z2 S4f25 fvriiied ulzclcr rrrass SOPIS we1'e 111C1LiCT.pGl 111127Ap}?111z,
arad scu#terecl pitie ti-ees in gu1aci21 i'i1T i3liserl iii the ulaper Tliis sail is u-ec1 in anuch trie sime wny as G1
ar•eas aze zrarellr 14"Lln, 5 to 20 percejit s1apes; brit r-ielrls are ]es=
- c~r -toz1}~. Tite.e soila are sze.~rl1- lerel icr ~-er~= steex~. The bility uaiit YVe-4; Loi»ar• m•atige site; nac q
ailPtital preeipitatiotl is nl»ut intlies, aiul the frost-free group}
season is abaut 135 dars. Glenrrase gravelly silt loam, ?o to 55 pet•ce
CrTenrose soils ai-e tised fot -rain; peas; leiitilcT z°c~et~i~ileG, IGtDy.-Tliis soil laolcls 7 tn ~ i»~lie. nf ~t-~ate~ c i
.ili'a l fri, izi~l (11:1:=5,.1 ttcl fnt' (rr:7zin "Y. can iise. Sitrface rnnn#T is rapicl, at►kl the ea'(,-t
Glenx•vse silt loarn, 5 t4 24 percent slapes {GpB}.-'JCFiis is sevei•e. Inc1uiTed in ma;aping 11-ere nre.i- oi
. sail occaar: nii gl.iei-itecl nj)]incj= iai thc ea=t-ceiitr,il pa3•P, of silt]ozm; a0 to 55 pci•cesat clnpcs.
~~I V I
S p C:]_ fC t`-t 1•T T--- C3 u N T Y
r - PLANIVIitilia DEPART7tqEN"F WALLiS D. HYJI3;3AEiI]. DIRECTQR
MEMORANDIJM
TO:
D1'Sr3$LpIl Df Uti.11t3eS
Divisivn of Buildings
Spvkane Cvunty Healrh District Spakane Cvunty Parks p7epartment
Spokane CQUnty Fire Qislrict # 1
Cvnsolidated Irrigation I]istrict
Cenval G'al.ley Schoal T]istcact
FROM: John Tcdd, Planner I ~
DP►TE: Z7ecernbez 23, 3993
SLIBJECT. Prelirninary Short 1'lat SP-904-93
Attache[i is a c4py of a retiesigned preliminary ShQrt Plat znap submitted by Warren
Standal.
rPlease review ttoe paoposed redesign and return yvur comments and recvrnn-tendativns by
]anuary 10, 1994. Tf you have any questians regasding this file, you rnay eorscacc me at
456-2205.
Please direct any written response ta JQhn Todd.
Thank yvu for ypur prvrnpE attentivn.
rF EnClo511Ie5
c: VVarren Standal, 17502 E. Tndiana, Crreeraacres WA 990I6
Lawrence Dunsmvre, 1115 North Pizaes, Spakane Wa 99206
WEsr 1026 '8xc]At3wAr AvENuE • 5POxarrE. WnsHrNcxON 99260-0240 •(509) 45fi-2L05
C~
RECEIPT SUMMARY
TRANSACTION NUMSER: T9302109 pATE: 11/08/93
APPLICAhTT: WARREN STAAiDAI, PHONE=
ADI]RE55: 17502 E ITiDIANA AVE
GREENACRES WA 99016
CUNTACT NAME : "fnTTARREN STANDAL PHONE=
TFtANSACTIC]N: PRELTMINARY SHDRT PLATJZA1+lI3 USE ACTION REVIEW
I]OCCJMENT I D: 1} 2) 3)
4} 5) 6)
FEE & PAYMENT 5[JNIMARY
ITEM I]ESCRIPTZON QUANTITY FEE AMC3UNT
PRELIMFNARY PLATS - SHpRT 1 100.00
LAND USE ACTION REVW 1 20.00
Tt7TAL L3!]E = 120.00
ToTAL PAIn= 120.00
sA-LArrcE rawzNG= .00
PAYMiENT DATE R.ECEIPT# CHECF4# PAYMEI+IT AMC]iThTT
11]'0$/93 00012641 CASG 120.00
PA❑CESSED BY : WENI3EL, GLQIRIA
PRINTEU B1' ; Tn1ENDEL, GLORTA
THANK YD[3 ~~~~~*~~~,~+***~**~~r~rrr~*~*~~~********
±T4
Y
1Cr11'VL11EERrS REV lEF'Y SHEL'T1 ' .
r
BLI3G. FERMIT # -or -FTLE# ar-904-93 ~
1Zelated Filc # ( }
Date to Review I2-7-93 'T'ime #
Date tQ AA & DR Tirne
Date Received 11-14-93
Project Na,me SINGLE RESII]ENCE RIo. 1Lots 4 Na.Acres; 2.4
: F
Sectian - Tvwnship = Range
SITE ADqRESS S INDLANAIE TSHIF[LE'' PARCEL f# 075534134
Applicant's 1rTame WARREIV STANDAL Phone # 92k,0103
Address 17502 E ilriDIANA-GRECNACRES WA Wnrk #
T3ate Conditions ~n~iled~~~,..~•~"~~~,.
Contact per.san Plioiie #
FI.OOL7 ZQNE V NO W 4 S 1 SCI-TQC7L 356
Engineer J Surveyor's 1 Arctiitcct's I'danic l7LFNSMDRE S[.]RVL7ZR5 A
1115 N FINES ,
SPOKAhTE WA 99206
924-9748
• -
•
Plann.TOHN T'OI]I] , ..I?]i01le # ~ 456:22[}5 ~ - -i
. .
, llate-Sut~miTt'ed~~~' Descriptioti ~ Znitials ' _ . . F' ~ v w' ~ . ➢ `
. u ~ Ym~. ..~.:r,~ased:~~a: • . 1~.~
• - ~r-r~. -
AG REENIENT TO PAY FEES 0R PRIOItI'IY I'EE CCJMI'I.E-"i'F'D & CCII'Y TQ .ACw[J.IVzdTN~G
- - ~
FTNAL PLAT FEES COMYLE"1'EI7 & CdPY TO ACCQUN''1-TNG
- . ~ ~ .-5
NQTICE TO PuBLIc # 1 3 4 6 CoMPLETEn - oR NEEDs TO BE srGrrEI)<
_ . r 4 i+..
1 1 DESIGN T]EVIATTON SUBMI'[TEa " . ~ • `F =
AL7"ERATION TO PI.,AT - BLtJCKS & La'l"S
. . I I HEARING EXAVC -APPROVEi} -dF,IVTED- AP3'~.r1LED $BC 1 Y1Z+~J~:'C Ai't'1Td~ FJ~ 4..D~?IV[Ef'1
- . _ _ f . x • ~y
~ . ~'~r~~ 3,s ~ 1 , ",~r,~~~d. ,
L.F---civ-,z -r-c, Poe- A.~ri piF t 410c) ~ ' - Y~~.~~~~' • ~ ~
~ ~ • _ . - ~ ;
Z- Ao
~ '_~`~j..'.....: . 1~ t~rt~ t~,a-C 'd` 1 C_.~ : 'L
• z
~PL& .15 E.1 ~
-
~ • ~ ~ls ,P~..~ ~k~ rwr ~ ~L . C- • Q.
. ~ • a . _ , p'~w ~ ~ ~ A~. ~~.J+. ~ •
. ~ ""~'~Q~ ~ r µ lNh~ E
a .Y2~
C,..a
~ * ~~f ~ ~ ! ~ ~ _
_ • ~ l~art ~ 1~ ~r~.~'N r ~
C'n ~17~5~
1.3 : -s L c~ YU
~C~]~~I'CV1~l'J.LOf•~ _ -
~ _ . ~ . . ~ . ~
.
PLA'T' NA'BW N~-
~ i ~ STATI5TICS ~3~1'T'~'
Plat Check Fee
Number af Lacs I
Road Miles (New) ~
Total Area ~
~ NTAP ]
Norttz Aa-row I ~
Scale I I ~
Legend ~
Fracedutes & Eauipment . I ~
Basis nf Bearir►e,s
Piat f.acation Bv Title I , s
Official Sip-nature B1oc1cs ~
5ur►+evors GeKificate
Road Names
Road Widths
AdlaGent Area ~ •
Lor & Bloek Nurnbers ~ looll ~
RIW Dedicatian desienated ~ h,(-i~ _
I FaQt Strivs ~
3 RP5 on GLC} Cnmers I
Tract X ~ I -
3.,at Areas ~I~ ~ Cc~,1
Sench Mark ~
Closure
REnrcaM~v ► ~ gtlb ~
Descrivtian (To IV'lan) 40%4 ~
Descrintivn iTo Gert?
Qwners I
Cer~ificate tQ Plat
I FQOt Strivs I ~
RIb - CPR 5tatement I
Access Prohibited ~
RlV1r Dedqr-atiom ~
Drainap-c Lanp-uaes ~
IJrabnaee Ca►+enanc P
Fiood Insurance ~
5tormwater NTarjap-emeat ~
20$ Bnnds -$1.000.(ZO ea I 208 PLAN5 AFPRDVEQ J 1-
I'ri►+ace Road Doc. #'s I
Private Road Warnine 9 I.
Road Plans /-7
Bond Road [ttfora AIIA 1
5igned B}+ Engineer
4 ~
S
.
,cltllYlplailist.ck
COP-Y
960528(}262 VW11N41 G11 Kn nR 0Fr.0PnE4)
2 8 1996
IIECLARATION UF CU'YIENANT ` '
5PDKANE CA[iNiY, WiV
In cansideration of the approval by Spokane CQUnty of P 90 12, 93 Oni 3
(hereuiafter referred to as the "I?eveloprnent"), the undersigned cvvenazits and agrees that:
1. The subdividerlsponsrrr will Gonstcuct the private roads and assnciated dra,uiage Facilii.ies in canformance wi[h ihe approved plaa5
on file isi ihe Counry F-nginmr's Office.
2. A lat is served hy a private road when. a. the niily road frantage for the lo[ Ln the Develapment is Qn the private road, ar; b. a lat
having frontage on mare tharF one road (public ar private) constructs an approach to ihe private raad.
3. The owner(s) of any lot createi hy the Developrneni or aItecnatian lhereaf and served by a private road sIaali be responsYble far
maintenancc of said private road, uiciudi,ng assaciated drainage facilities in cnnformance wi[h approved ptans on filc with ihe
Counry Engineers office,
4. IVfaintenance financing af the private roads and associated drainage faciliiies slzall he in a manner determiued try the owners of:
a. i of lots served by such priv ,
b. the majority o an ed b such private raad; c. the majnripf-squaze footage of lats served y s -pr-ivate-road; ar '
d. A,~
,
5. Tn the event such private raad, including assaciated drainage facilities is izngraved r.o Spokane Counry siandards for pubPic streets,
and the County is wilfing ta accept the dedication aF such road and facilitses, each lat owner shall execute any doceiments tiecessary
ta accomplash such dedicatian.
6. [Jwners of lors withW the Developrraemt whn are served by such road, may sue and recaVer damages and attarney's fees frQm any
owner of any Ioi wi[hin the Devefogment wtuch is sicnilarly serr+ed who refused to pazticipate in the road and drainage facilities,
eonstrucTian, f]nancing, and mainTenance. . .
7. WARNING: Spakane Cc +unry has no responsibilfry ta build, imprave, or rnairrtain or orherwise service 1he private rnQds, ancludi►ag
associaterl dratrruge fasilities, cantained wtthita pr providing service 1o the properry describeri ira thrs d]evelt3pmenl. Ey accepring
rhis Deve[opmew ar subsequently by allawirsg a building permia to be issued far properfy vn a private roud, Spokane Counry
assumes ►w obligrxtron for said private rvad rrnd rhe owners hereby ackrr,awledge that the Counry hu,s ro o$Iigataan of any kirrd a, f
narure wluersoever to establr.sh, examirce, survey, catrsrruct, rrlter, repttar improve, mcuntain, ,provide tlrainuge or s+rtow removal on a
private road, ar associured a!rainage faciUtdes.
S. `Fhis covenant and agreement shafl run with the land and shalI be hinding upan rhe owner, their heirs, successora ar assigns,
including the obltgatian ta participate in the rnaintenance Qf the private road, and drainage facilities as provided herein.
~ e R 4 i P ~'Q r .+5y
QFVNER J J
QWNER
DATED this day of 19
/
STATE QF WASHINGTd7N )
+C'ou,i1y ojspnkune } -
On thrs dcry perso,nctldy uppeared fiejc►re rne
knaiv►: ro »ie lo be rhe inr!'ividua2(s) rtescri6ed in urui ivho e~;ecured the wirhr"ii wd foregaing instrwneni and ack►:owledged rhar
helshelrhey signed rhe sume crs iu.slherltheirfree arud valunrary ucc anrl deecl far the uses cud purposes thereiit stated.
GIYEIW UNDER MY IYAND AND OFFTCL4L SEAL this dry of 19
~
C ~ •
Notar} Pub[tc in ard~r the ~°tate
o, f Washingtor~, -residi a! 5pokvrte
x~a
0. '
~ rti
r 9405220128 c 0 P' Y
~
(;PeC,,x' ~e F„ ~rl nq qEcoRDED
EASCMENT FaR PRIVATE RQAU ANU URAJ.N~~E M& 2?_ 1996
v..+Uiai r rsvuElUFd
ANfl
sPoKANE couNrr, wti.
RQAD NiAlNTENAN+CE AGREEMENT
"1'his Easemetit and Raad Maintenance Agreenient is created lhis '4day af
-maq, 1996,
VV7TIYE55ETH:
VVHEREAS, R-Ridge Cacparakiora is the owner af the Ca1lowing described real
properly:
T'he West half of Tract 27 of Plat A, GREENIICRES
IRRI+GATION DISI'RICT, as per Plal thercoC recnrded in
Wolume "E" af Plats, Page 21; Except the Nnrth 240 feet of the
East 18 1.5 feet; Except the North 1[} feet of the Wcst 142.5 feet;
also exeepti the Norlh 221.41 feet af the West half ❑f Ttact 27,
Except the East 1$1.5 feet thereof, 5ituate in the County of
5po4cane, State of Washington, ko be hcreinafter short plaZed as
Spokane County Shorl I'lat Nuinber SP-9$0-93;
R. E. Excise 1'ax Exetnpt ~
AIVD Daxe..
Sp a Co rly
[
I`he Easl ha1f of Tract 27 ❑f Plat A, GREEIVACRE'S
IRRIGATI[aN llISTRICT, as per Plat therecif rec.orded in
Volume "E" vf Plats, Page 21; Except the East 164 feet khereaf;
Siluate in the County aC Spokane, State of Washington, io be
heceafler short plakerl as Spokane County Shork Rlat Number SP-
904-93; and
WHEREAS, a condition of the lwa Short Plals requires the estahlishmetit of a private
road to service the Various lots and the eslablishment of drainage easernenls;
NQW, THEREFORE, R-Riclge Carporation docs herehy grant and reserVe for the
benefit caf the property described iry the rec'rtals herekn, adrainage easetncnt for the purpose
of installiryg, operaling aiicl trtainlaining drainagc swales and drai«agc facililies oVer aportiQn
of said Blvck 27, Flat A vF GREENACRES IARIGATIUN UISTRICT, mnre particularly
ciescribed as follaws:
Cammencing at tkie Nnrtttcasl carner of the West half af said
Block 27; Thence Norlh $9°59'S9" East £or adistance oC 30.00
feet, along the North line of said 8lock 27 ta the Faint nT
BeginnFng; Thence Sauth 0[1°00'Z$" East for a distance of
585.04 fcet; Thence IVorth 89°59'32" East for a distance of
10.03 feet; Thence Narth [](l °40' 37" Wcst for a discanGe of 70.04
feet; Thence Narth 89°59'23" East fnr a d'rslance caf 20.00 feek;
Thence North 00°Q0'37" VVest far a clistance af $0.00 feet;
Thence Svuth 89°59'23" West fcir adislance of 20.00 feeti;
Thence North 00°00'37" West fnr a distance of 435.0[) feet, to
one or more of the parcel5 serviced therehy. Each owner of a lot which is bounc]ed by the
Easement Road arid is served thereby sha11 contribute apro rala shaxe of the cost Qf
maintenance and repair. A11 decisiorts with respeck to trtaintienance, repair nr improvement
of the Easeanenl Road slial] be made hy owners of lc7ls resporisiEa]c iherefore, and such
decisions shall require the Vole Qf the owners holding two-thirds (213) af lFte rraainkenance
respansibility if the decisiQn i5 made withtaut a meeting, nr if a mceting be called, then as
provided hereafker in this dacument.
MAIN'I'ENANCE L.IEli1S: 'I'he obligation vf each owner t« pay his pro raka share of
the maiaatenance casts of the Easernerati RQad sttall be a charge and a cantinuing lien upon the
parcei owned by such owner, and each such assessment shall alsv be a personal obligaiian
vf tkae pexson who was the owner af such parcel at the kimc the assessmertt ar charge fell due.
A1l assessments t4 charges sliatl bear inlcrest at the higficsf Icgal ratc then in eifect folIowing
the date that such assessmerits ar charges laecarne payable. Said inlerest, as well as cosks anci
rcasonahle attorney fees, iC suit be necessary to collect sucka assessments, shail be an
adtiitionaP charge an the parcel. Thc foregoing Lien shall be subardinate anci infcriQr to the
Lien af any reaP eslate cQntracl, rnorlgage or deed nf lrust financirag the purchase or the casts
«f constructian of imprnvements on any lot. No sale or transCer of any parcel shall affect any
Lien hereunder which is already aitached nr which relates tp an assessment which has already
heeame c1Ue, nor shail atny sale ar trarisfer relieve sut;h parcel from liabilily from any
assessmenls thereafter becoming due or frotn the Lien lhereof.
C]BSTFtUCTIOIVS: Neither the Granlor nor any subsequent owncrs shall place any
gatc or nther Qhstruction nn vr across any pQrtion of the r«ad casement pr-aVideci for herein.
MEETING: Except as herelofore ,proVided, ail decisians with respcct ln the Easemetat
Road sha11 bc macie by vote of the awncrs al any meeting called for such purpose by the
givim& af wrilten notice by cerliCed mail by any cawner ko alk other owners not less than ten
(10) days or iiiare than forty Gve (45) clays in advance of a meeting. The Natice shall further
scl forth the liixie, place and speci fie purpQSC of the meeting. In arder for business ta he
cQnducted aC any such meeting, a q uorLi tn of owners halding at leasl S 1~'o vf the awnership
interest in the parcels served by the Eascment Roaci shall be present. If the reyuired quorum
is nat present, another rneeting may he called subject lo the sarne rcquircments for nQtice, and
a z-equircd yLaorutn rtiusl he pa-esenl at thc subseqtient tnccting. Cach parccl scrvcd hy tE-ie
Easemenl Raaci s4ya11 be entikled to one vote. AlI matters at any meeting shall be adnpled or
approVed by the aff rmative voEe of the ovvners holding at least two-thirds (2f3) of the
aggregate number of vrates represenled at llie mceking eilher in person or by proxy. The
vwners, by majarity vole, shall select a committee to aversee and supervise the repair,
maintenance and upkeep af the easeriaernt road and ta collecl the assessments due fram each
owner. The chairrnan of such ccn-nmiltce may engage legal counsel ta bring an action at law
against any owner wh❑ lias not paTd his portican of the rnaintenance costs within sixty (6())
days tha4 such cosks were due, or tn foreclose the Lien against the parCel or parcels ❑wtied
Easement and Itnad Maifitcnince Agreefnent P. 3
~ F
hy stIt;FI owricr. '!'tic Licti rriay bc forCclOscd ir] ltiC sait7C rnanracr as a rnortgagc agairlsL rcal
properly.
EXCC[J`I"ET7 by the ownes cffccliae as caf the day arici ycar first abave appearing.
R-RII7GE C4RPORATI[]N
By:m
Q~,Q
-M'
President
By:
Secretary
S`I'A'CE C]F WASHINGTC]N
CDUN'I'Y OI~ SP4JKt1,NE
On this /7a1 clay of , 1996, beforc me, the
undctsigned,a I4iotary Public in and to? the State of Wastiington, duly
cnm issianed and sworn, personally appeared mM e and
_LL1Fr~.°.f'~-'Ti ka rne known kn the Presidcnt and 5ecre[ary,
respectively, of R-Ric1ge Corporation, a Washingtican corporation, ihak execuked the foregoing
insirurnent, and acknowaedged the said instrument ta be the free and voluntary act and deed
oC said cnrporatian, for the uses and puarposes lherein mctikionctl, and on oath stated that they
are authorized to execute the said instrument.
WI'['NESS siiy hand and afficial scal hereto afrixed the clay anci ycar first above written.
V~tit~t~rr~
•
1V[JTARY PUBLIC in and for the State of W~ngtrn, ~;~D1J~~►
Resicling at: 5pokane
.
•l"~►
f~~ .
My Appointmeni ~xpires:
fsasemetit and RQad Maintenance {1greement P. 4
+ : g
~
- TRANSNAT I ON T I TLE INSCTRANCE COMpANY
NaRTx 7 2 0 ARGoNNE
SPaKAvE, WAsxzNG'raN 99212
Prepared far:
LARRY DUNSMDRE Q rde r 1Vo.: 8E - I9 3 3 3 3M
C/0 DUNSMORE LAND SURVEYORS
X. 1115 PINES RD.
Gc : Sprrkane Count3r Planning
cc. 5pokane County Engineers
SECOND REPORT
P LA T CE R T IF I C A T E
Recards examined to April 4, 1996, at S:QO A.M.
Certificate £or filing Plat of :
SFiORT 'FLAT s~TiO. SP { 904- 93
In the matt@r of the subdivision to be submitted to Spokan.e County for
approval, this company has examined the recards of Spokane Caunty Auditar's
and Clerk' s of fs ces, and the recards of the Clerk of the Urxited States
District Caurt holding terms in said county. This certificate is made fnr
the purpase herein specified, and is not to be used as abasis for clasinca
any transaction. Liability is li,mited tQ the amount, z£ any, pazd far this
certxficate_ Fram such examination, the company hereby certifies th.e titJ.e
to the fallowing descri,}aed land, in said Spakane County, ta-wit:
The East ha1f of Trac't 27 of PLAT "A'l GREEIVACRES FRRIGATIUN DISTRICT,
.ge 27.: ,
as per plat theren£ recorded an Valume "E" of Plats,_pa
EXCEFT the East 154 feet thereof~ ~ECEIVED
Situate in the County of Spokane, State of WashingtNn. ~~1 06
VESTED IN : SPpKAtIE-GOUNTY ENG1lM y
.,Ft0R.Z•DGE.,CC]Ft~P2~gAT;I~@N;, ka-WashingCon Corporaytian.
~
EXCEPTIC]NS :
1. Taxes and assessments, if any, no search having been made therecaf, as
to Parcel Na. 55073 . 1130.
Parcel numbers are prova.ded from the latest Assessor°s Maps availabie
tr the campany. Said parcel numbers are nat a matter of the public
record therefor, the campany makes na assurance as tca validity or
accuracy relating thereto.
2. Liability to future charges by Spokane Caunty far Starm Water service.
3. Liability to future assessmerr.ts kay Consalidated Irrigation District No
19.
Page 1 of 3
t
r. -
~
tJrder Na. 5E-193333M
4_ Restrictions imposed and easements contained in deed, recordea under
Recording No. 152571, as frllows:
That the Purchaser shall not erect or place or per;nit t❑ be erected or
placed within fifty 45O7 feet of a lateral ditch or a canal ot said
Campany, upon or near said premises, any stable, stable yard, poultry
house or yard, water closet, privy, cess pQOI, manure pile, or any
encl.osure or structure, or conditian graductive of ❑ffal that might
befoul the water of any canal or ditch belanging to the said Cnmpany.
That the Gompany hereby reservecl, and the Purchaser does hereby grant
unto the said Company the rights-of-way deerited necessary by said Company
for the construction and maa.ntenance af all 1ateral ciitches raf sai-d
Compaxsy aver and across said above describer3 land for the irrigatian af
other lands, with the rights and privileges to enter upon saad lands f❑r
survey, lacation, constructzon and repair of said laterals, and to
canstruct, maintain and repair the same 3ay the Company or the Qwner or
owners of the l.ower lands. And the said Purchaser hexeby grants unto
the said Campany the right to use and enlarge fox such use any ditch,
lateral constructed by said Purchaser on said abave described land,
gravided such use shall not interfere wath the flow of said water to
saad land. And provided further that sai.d Campany shall, at it s own
cost arad experise builci and maintain any necessary bridge acrass any such
lateral which it may construct or enlarge, and prflvided further, that
any damage to the permanent improverttents of said Purchaser resultirr.g
from the constructinn or use flf said lateral or laterals shall be at the
cost and expense of and be Qaid for by said Campany. Tne amount sa ta
be fixed by pri-vate agreement between the parties thexeto, ❑r by
arbitration, each of the parti.es hereto appainting an arbitrator, and
these to select a third, and their award to be final.
5. EASEMENT AND THE TERMS AND Ci7NDI'I`IQNS THEREOF : '
GRA1rTTEE : The United 5tates af America
pURppSE- TQ con,struct, reconstruct, operate arid
maintain an irrigatiQn turnout and
appurtenances
AREA AFFECTET7: North 24 feet of West 20 feet of East 98
feet
I7ATED : Octok~er 9, 1964
RECDRDEI7: Qctr.3ber 16, 1964
RECORDING Nn.: 55735C
Page 2 o f 3
.
:
rt
Order No_ 5E-193333M
5. DEED C)F 'I'RT35T ANF] THE 'I'ERMS AND CONLkITICIVS THEREC]F :
GRANTC7R : R-Ridge Corporatiora, a inPashington
corparation
TR[TSTEE : Transamerica Title Insurance Campany
BENEFICTARY: Joephirre- H., *Hotchkiss - and ~IDaniel P i ,
,.Ho.~~~hkiss , wif'e artd• husband
❑R I G INAL AMOTINT : $52,000• Q p
DATED: _ November 9, 1993
RECORDED : November 17, 1993
RECaRDZNG NO.: 9311170579
7. Fotential liability for assessments levied by 5pokane County Utility
❑epartment far the Aquifer PraGection Area. Ta verify, ca],1 458-2538.
In arder to make payment, account numtaer is necessary.
e. MzTzGATIax AcR~~ AND TxE-TERms AND eOnrDITIONS THEhEOF:
RECC]F{DED : .Tune 16, 1995
RECORDING Nf3.: 9505150341
9. MITIGATION AGREEMENT ANIJ THE T;EAM5 A,ND CONT}ITIC)IVS "I`HEREC]F:
RECC]RDED: June 16, 1995
RECfJRDING Nf) _ : 95a61G f3341
TRANSNAT I C3N 'P I TLE ~1V5 CE C(7MPANY
_
For service or~ t s arder call:
(5a9) 922-2222 ( ~7 sz6-15i9
S. AugusC Elpel, Title officer
sc
Page 3 af 3
9 S0 cIo341 ' . 9 a0C2(1€]237 Y4l
FiL!
h7iTIGA'1'ICIN AGREEAh'ENT YOIA739PdGE 73 VQL.UNTARY MITIGA7[OH AGREEMEHT sre.
JiN i!f ~ 64 Fii ' 95
. TFifS is an agrncment en«rcd inta by and hetween the Ccntraf V'a41ey Schonl Distnct No. TNlS AGFiEEN[ENT made and entered Inta Rhis ,r'7~day af s~,t ),j r -
' 356 [herrinafter rePerrecl tv as 'F3islriet' and Warrcn $landal hereinafttr rcfcrrrtl Eo Vas 159y5 by arid b9tweBn SPiQKANE CDUNIY, a palilical 5ubdiw5iiin/muniCip81 - 'Dt~e3apcr'}. -
corporation of the 5iate al Washingtvn, hereinafter referred ta as the 'dGhty,° having.,,;
R E4 C I I A L S vffices for the transacti9n af business at tihlest 1116 Broedwsy, 5pokane, Washingtvn,
99260. end R - I?icf4c Cavia ~ e t~o+(` heresnafter
reisrred to a5 the 'Devetoper,' FsiiN,ing offices fvr the transact n af busi ess or residing
b. The Developer has submitted 4n Spalczne County e preliminary Shart plaS known at 112. r+1 A~,~, ,nY ~ Sj _t s yo ,[~cl~'C v u s, lt,+,,, jointlyreferred tv, a1Qng ,
as SP•~4-93 more p~uticularly dtscn6ed An F~chi4il 'A' attached hsretc,. This prvpos+sl shvrt µrik~ t~Caunty, 85 the 'RaRfes ' . • -
prat is located "m an am which is served bp mhs District,
2. SF-904-93 wiil cpntain three (3) new resident7ak uaits which, upan campletion, WITNE5SETH
may generate new studrnis uvhich will have ari impaet nn tha Llistnet'S capatal facElitits. WHERF-AS, pursuant 3o the provisions oP RCW 5ecfivn 82 42.020 ansi chapter
3 ne I]ssirict is currentfy aperating vver its cagacity and will consincse to da sca 43 21C RCW (5tale Enaizvnmental Pvlicy Rct), Qevelcspers rrtay snter irstQ woluntary
when SP-904-93 9s fully developed unless addsliasnal student hou5ing is peande+i. a9reements wilh countie5 th8r allOw a paym6nf in Ceu af dedicativn af 9arad Csr tp miligal9
a direat impact lhat has been irlerstified as a consequence oP a propvsed dsvelapment,
4, The District docs nnt hanc facilities availabke tn accommodate the additiQnal subdivision or plat; and
studessts geaerated hy the prnposed develfrpmcnt.
WFiEREAS, the Board aiCauntyCQmmtsslvners oi Spakane Counry, has adopted
S. A dispute has aristn 4etweers the p'enies as tn the stepg which should be taken hy a policy that establishes a fes in lieu of dedicatian af land tv mitigate direct impacts vi _
the 1]ereluper to offset she impact d+is development wilt have an the Uistriet. Sn ore3er to develpi~ments on publicly ovmed parks, vpen space and recrealiqn facilities, €n the
rcsolva this dispute, the partirs havc agreed as iollows: unincorparated areas of Spvkane County; and -
NiL}W, 77tEREFpRE, fnr good and valuablt tonsideratian, the rwt9pt and ANHEREAS, the Developer desires to enter +ntfl a Vrluntary A4stigakivn AgreemenR
- suft'iciently ef whLeh is herehp acknowledged, the parties agree as failflws: tv prvvtde for the payment o4 a fee in lfeu of dedicatiora oi land tv miifgate duect impacts
- ihat his/her/i[s developmerst vrilf cause on puhlic#y vwned parks, opsn spaca and
1 Dcveloper and the I?sstnct agrec that this Mnigatian Agreemens is a valuntary recreatipn 4ocilities, In the unlnoorporated areas of Spokane County.
agrecment cv'hich Is rrmna5ly necessary in arder tn mitigate ihs d'sract 'smpaet an the bistrict NpW, TMEREFOFiE, for gaad snd Valuahle carts+deration, the receipt and •
of additional studenls whieh wi11 be genesated 6y the develnpment and €os whith there is nv su€iiciency flf which is herebp acknnwfedged, the Psrties agree as follows:
appmpriatt facilities to house such additcanal stvdentg. '
2 ln exehangt for the promises of the i]istriet as eanGVrra1 in this 11greemeni, 1 The County and Developer agres Shat this Vrsluntary Mitigation Agreement
Ltewelvper agrres to make paymenLs to ihe L7istrici as specified beiaw, is a Voluntary agreemerst which Fs reasonably necassary in Qrder to mitigate
the direct impact ors 5pakane Countyl's psrblicly [swnetl parks, vpen spaca
3 71se I]istrie[ herehy agroes Ihat the performance of the canditions in this and recreattan Facilities whtch will be caused hy 1he devefapment cvmmonly
Agretment by i3eveloper shall ennstitute miiigatian and oFfset of addtrsC Fmpacts of the 5P-904- knawn SS < p-9 C) ~-q I . hereinaher referred tQ as the'Deveiopment,"
43 dcvelopment to lhe Distric&, ddptificativn will be given 1a $peikane Counly by 1he l7istHct thal in 4ieu of dedication oP land for park purpa5es.
impacts ta the Distriet Crom this derelopment have been mitigated as a rcsuts of this Agreement. 2• !n exchange lar the prvmises of the County as cantained ln this Vvluntary
NIit3gation Agreemerst, the Develpper agress ta make papmenYs tv the
4. A1 the time af issuanec of a hvildmg permit hy Spukana County or such other Gvunty as specIfietf be1ow.
municipality azscrling jurisdictivn ovet the property far conslructirm af a dwcllmg, T]eveloper •
Page - 1
i
r ,
FROM ANGLE flEST NQRTH EAST TQ
7Y' 704 SF I[EEr S..rENI ERLSNE7 E"'kGR SP8570 5-3YJ-74 D. B.
auTO rNwERSE
STAF►`f 1000.00000 1000.00000 i
1 INV IV 0 00 37.0 W 1317.0000 2316.99998 999. 76,:,76 a
2 INV S 89 59 59.0 E 1319.9100 21316.99358 ?319. 67376 3
~ INV 3 89 59 59.0 E i319. 910V7 4316. 98710 3639,,..e8376 4
4 TItlV s 0 00 26.0 E 1J25• 0600 771• 72/17 .36J7• 756U/8 s
5 INV N 89 49 31.0 ~ ~639. 7600 999. 97707 f000s0'4~~05 6
LA7 & DEP 0.02293 '^0. 04c~3PJ5
6 HCLIC75E N 7 35 18.4 W 0.0231 1000. ~~000 i004A. z~~000 1
F'REG = 1TC] 342428 Area 3487265.09 sq ft 80.05659 ace
FRQM ANGLE I]I5T NDRTH EAS3 TO
CENTERL,. INE MI SS ION AVE FLdRA RQAD L.ONG ROAD & S L I1VE BLC7CFS 26, `7, 28, 29 ,Pk..AT FI
ALJ`f" Cl I NVERSE
5°FAR7 991.92719 3639.75078 a
5 INV N 89 49 31.0 W 2639. 7600 999. 97717 1000. 00.:P0,., 6
6 T NV N 0 00 37.0 W 657. 0000 1656.97706 9'99 .8Q520 7
7 INV S 89 59 56.0 E 2E+39. 78Id0 1656.92587 ~~39. 66520 B
a INV S 0 00 2Ee. 0 E 66r. ~000 991. 9~587 ?6v9. 74903 9
LAT & DEP 0.00132 0. 001 76
.i
9 HCLC]SE 1MJ 53 04 07.7 E 0. 00:?2 991o9a'.,71,9 3639. 7..i078 ..5
PREC = 1TO 3005813 Area = 1744881. 15 sq ft 40.05696 ae
FROM ANGLE DIST NORTH EAST T'O
CAI.rCUI.._ATET] PLaCK 27
ALJTD INWERSE
STpF?T f656. 95f 46 2319.77520 10
10 TIVV N 0 00 31.7 W 640. 0421 2296.99358 2319.67683 11
11 INV S 89 59 59.0 E 635. 951..i 2296.99038 2979. E+28..~2 13
13 INV S 0 00 28.0 E 640. 0517 1656. ~~866 2979. 71520 12
12 INV N 89 59 56.0 W E+59. 9400 l656. ~~14fa 23f,9. 77520 10
1656. 95146 231'9. 77520 10
NO CLC75URE ERROR AreVa = 422396. 24 sq ft 9. 696$$ acc
FROM ANGLE DIST NC]F2TH EA57 TO
BLC7CK 27 SI IlEL T h1ES
AL1TL] TNVEF2SE
STAR°f 1656.95I4E+ 2319.77520 10
10 INV IV 0 00 31.0 W 640.0300 2;R96. 98i4b 2319.67901 14
14 INV 5 89 59 59.0 E 3c9, ~700 2296. 97986 2649. 64901 1s
15 INV S 89 59 59.0 E 329. 9700 2296.137626 ,'979. 6190T 16
16 INV S 0 00 28.0 ~ 640. 0400 1656. 9.?f826 c979. 705499 17
17 INV fRl 89 59 56.0 W 323. 9700 1656.94466 2649.73589 1 F3
18 INV N 89 59 56.0 4s~ 329F 9700 1~56. 95106 ; 319. 76589 J.Z)
LAT & DEP 0.00040 0.00931
19 HCLOSE 1`+1 87 31 16.9 E 0.0093 1656.95146 2319. 77520 10
F'REC - 1 TO :::79061 Area =422,.?,E'~1.85 sq ft 9.69655 ac
FRLlM ANGLE DIS'T Nt]RTi-f EAS7 TO
E 1 I' 2 SLQCK 27
ALJTL3 INVERSE
START 2296. 97986 2649, 64901 15
15 INV S 89 59 59.0 E 329. 970Q1 2296. 97826 2979. 619Qi1 16
16. INV S 0 00 c~"8. 0 E 640. 0400 1656.93826 2979. 705$9 17
a r 1114v rv 011 D li Db. IcE w Is c7. 11 t vaw ie+zpLn. -J~rAr00 ao'+7 . r.;Fjca-j a,a
1E3 INV 1V 0 00 28.0 w 640. 0400 229E+. 98465 2649. 64901 20
L..flT & I~EP -0. 0I~~80 --0. ~~~00
20 HCLOSE S 0 00 02.5 W 0.0048 2296. 939496 4649. 64903, 15
~IREC - 1 TD 404:...:37 Area =21 1193. 20 sq ft 4.84833 ac
FROM ANGLE I7I5T NQR7W EAST TO
PLA7 HOUNDRY
Au-ra INVERSE
STARr 1656. 94144 2815. 7056g 23
23 Irav ~ 89 51) 56.0 W 165, 9700 1656.94466 2649.73369 18
ie INV N 0 00 28.0 w 630.0400 2286. 9e465 2649. 65037 24
24 INV S 89 59 59.0 E 165.9700 2286.98385 w815. 6c'037 25
25 INV 'S QI 00 28.0 E 6.`.0E 0400 1656.94386 2815. 70589 26
LAT & DEF" -0. 0024J. -0. 00000
26 HCLC3SE S 0 02 51.1 W 0.0024 1656. 94144 2815. 70,..r89 2L:.
F'FtEG = f TO 659512 Area ~ 104567.94 sq ft 2.40055 ac
FROM AI'+IGL.E DIS7 NqRfiH EAST TO
TRACT D AREA
AuYa r NVERSE
STaRT 1656. 94144 2815.70589 23
23 INV N 89 59 a-76r 0 W 167. 971~~ 1656.94466 2649. 73...l~9 18
18 T1VVi N 0 00 28.0 W 160. 0foo 1816.95466 2649. 71417 28
28 INV S 89 59 56.0 E 165.9700 1816. 95144 2$15. 6941! 29
29 INV S 0 00 28.0 E 160. 0100 1656. 941 44 2815. 70589 30
1 656. 94144 281 5. 70589 23
NO CLQSEJRE ERROR Area 26556. 86 sq ft 0.60966 ~c
FROM ANGLE DIST NDRTH EAST TD
TRACT C AREA t
AUTO INWERSE
START 1816.95466 2649.71417 28
28 INV S 89 59 56.0 E 165. 9700 1816.95144 2$15. 6S417 29
29 INV N 0 00 28.0 W 140. 0100 1956. 96144 ::;815. 665f,7 31
31 INV N 89 59 56.0 4J 1E+5. 9700 1956. 964G6 2649. 69517 32
32 INV s 0 00 28.0 E 140. 0100 1816. 9~~~~ 2649.71417 33
183,6.95466 26~'+9.714f7 26
lVO CLOSIJRE ERROR Arwea = 23237.46 sq ft 0.53346 ac
FRQM ANGLE I:D IST NQFdTH EAST 7O
']'F2AC'1' R AREA
AUTO INVERSE
START 1956.96144 2EE15.66517 31
,.?,1 INV N 89 59 56.0 W 165.9700 1956. 9Ex466 ;:°fs413. 69517 32
32 INV 1W 0 00 28.0 W f40. Qei00 2096. 97466 2649.67616 34
34 INV S 89 53 56.0 E 165.9700 2096. 37144 2615.64616 35
35 INV S 0 00 28.0 E 140.0100 1956. 96f4r+ 2815. iE+6~'i17 36
1956. ~~144 28f5. 6653.7 31
NO CLO5lJRE ERF!OR Ar°ea = 23237. 46 sq ft 0.53346 ac
ERRQR; invalid Gommand: tr•act a area.
FROM AkVGLE DIST NClRTH EA5T TCd
TRACT A AREA
AtJTO INVER'SE
5`S`ART 20969 97466 a649. 6761 6 34
34 INV S 89 59 56.0 E 165.9700 2096.97144 2E315.64616 35
35 T fVV N 0 00 28.0 W 190.0100 2286.98144 2815.62037 37
37 INV N 89 59 59.0 f65. 9700 2286.98 `b49. 65037 38
38 INV S 0 00 28.0 ° _ - 190. 0100 2096. 97__ . 2649.67616 39
a~ r-~ ~ a~r L a.~ r YJ .~L.•'fJ L.. T i V. YJ ~fJ ~4 ~L~ ~GJ
39 HCLOSE N 0 00 02.5 E 0.0024 2096.9746E 2649.67616 34
RREC = 1 TO 294937 I _l = 31535.76 sq ft 0.7 6 ac
~
i7ate:
To: L-AR"
From: lDca i~ ~ Q.~ .
RE; Language for the Dedicatian an S-P
AIs ,,rvA /?60tof 64V&.0Vr4AA3 A160V ~ ~
~ ~ ~ P14-f-
T'he przvate roads, as shawn hereon, are easements which prvvide ameans of ingress and egress
fvr those Iats within the Plat having frontage ttaereon, and are subject tQ the separate
l]E+CTiaARATION QF CDVENANT as recorded ' under
AE1d1tC]T' S D{)Cume11t N0.
which by reference is made a part herev.
kIJlMMICRLIan
1/93
r
Date..--G 9s-
Tn: ~ AURZ-l- -sp - Duti ts t% a it *-e
From:-D c,.Wz dP.E: Language for the Dedieation on
iiSe _ r- DRAv1~~ ~ ~ Ati u sio-& keCa Pd►.eC4
FIs SE-PaR A+t CaVCA)AruIs
I6 p~ ~a D'~~k`~hFAdE Ih,~ r~!'~T
~Ie~7 ~5 Sr1L3wI1 heYPOII, dT,. •.•`r •••t....~, .;~1~_~ ~.a~ri~ nf ari rweC anrl PvV$5
f„~ 1 , are subject to the separat.e
0~ DEC!~AR,~'''~OI~ C)F GG~~FAN'~ as r~orded , under
Auditor's Document Na.
which by reference is made a part herev.
col ~'~~N~~6-
~ ~/v ~ a~ . l~v Cu ~ r~ r77~
~P~0
]
C ~~u s r ~'.~u►r ~ ~ C yr
sw~
~
~ wr' 18p~~
'~s~ I~ Oc~~ ~b Am De
C ~i~~e~.a~ ~ ~f ~ •
i C ~J~ol~~e ~►q ~
I
a~o
letse co
~ 0
~ c~►r~~ 5 he Ru~ w►~
~ ~ eil~
~ ~rs c on'e~ 5 hA If ~ br~~ ,pa~~v~ ~ r~ ~
1~~ ~sso a& A'~I~ '~f l~
~ r~ S P A'~ rn~ ~"+~1~
k,,\~~~~ i #e o~u 'pAf` ~ A5 Rv~vl~ ~
OF o ~ cltA~~r
m. ~ 1 _i k .n4oa.. , op
s
In cansideration of t] pproual by Spokane County of
.
(lyereinafter referred t❑ as the "DeVelnpinent"), the tindersigned ceaveitiailts and agrees ttiat:
1. T~ie subdiVider/sponsor will consiriict the private roads and associated drainage FaCllklle5 t
conformance with tlie appi nveci plans on €ile in the Couiity Eiigiiyeer's OfFoce,
2. A lot is served by a private raad wlien: a. the only rQad frontage fOC lhe IC]I 1F1 tiie 'pevelopment i
an the pi-ivate road, or; b. a lot liaving fi•antage an riiore than one road (public ar private) corys[ruci
an appsoach ta tlie private road.
3. The owner(s) of any lot created lay tlte Developmerik oz alternatioli t1iereof and seti~ed by a privat
road shail be responsible for maintenazice of said pi ivate raad, iuclizdiiig associated cli-a inage facilitae
in coaiforinaizce with approved plans on File witly the Coiin4y Engineers ❑ffice.
4. Maintenance finaiicing of the privaCe roads and assaciated diainage facilities siiall be in airianiie
rJeterizziiied by tise Qwilers af:
a. the majarity of lots seived by such private road;
u. tlie majority ❑f Fraritage of lats seived by sucli private raad; c. tlie majority sqtiare footage of lots served by such private iaad; oi•
d.
S. In the eVent sii+ch private roacl, inclrzding associated drainage faciiities is improved to 5pokaiie Cotjiit,
standaids For public streets, and the Coii[yty is willirag ta accept ihe ciedication of sucli toad an(
Facilities, eacli lot cawriez sifall execiite any dociimenis necessaiy to accaiziplisli such cledicataoii
b. aw,ners of lats witllin tlie Uevetapmenr wlia ai-c sei-ved by sticii raad, may sLie and recaver dainage~
and attaniey's fees from any awiiez- of aiiy lat witlfiii ti1e DeVelOp1T1eIlt WI31Cl1 15 51i]71Ia1'l]I 5c1''+'ed whc
refLised to pai•ticipate in the raad and di-aizaage facilitbes, cansiriictioii, financing, anri mainteziance.
7. WAFtNING: Spokane Gounty }ias iio respansibility to 6uilc3, improVe, or maintaiii ar ottielwise selvice
ihe plivate roads, includiizg associated drainage facilities, coiztaineci wittiin ar piaWiding seFvice to tlic
prvperty described in tliis Development. By accepting tljis peveleapmerft ar su6sequeiitiy by allowioig
abiiitcJirig permit to be issuecl far property on a private roaci, Spokane Cauilty assuiiies no ca6ligatiaf,
far said private road and klle ownei-s liereby acknaw2edge that the County Iias iio oUligatian of aj7a
kiaid of nattu-e wliatsoever t❑ eSLaf]IISII' exainiiie, suivey, caristruct, alter, i+epair iiizpzave, maiiitaiai
provicle di•aiJlage ar snow reiiaoval nji a piivate road, ar assacratecl dj-aiFiage Facilities.
8. This coveriant and agreement slia11 run witly the land and stiall be binding upon the owner, fIl@1T l3C11"S;
siiccessors or assigns, i«clijding tlie obiigatioii to participate in tlic ziiainieiyance of the priva#e roacf,
and drainage facilities as pi•owicled liei•ein.
DWNER
OWNER
5TATE OF WASIIING'Ff]N
)
. DATEX] this day of . 19_.
ICotinty of Spokane )
C3n t11is ciay persoiiaily appeaj•ecl UeFoie me .
known to me to be tlie inclividual(s) desci ibed iii and wlio eaeclited lhe witllizi aozci foiegoiiig iristiiiiiieiit
axid acknowledgeci t1iat iielstye,ltlley sigjiecl ilie same as tiisslaesltlieir Fi-ee anci VoluiztIiy act ancl cleed foi
ttic uses and puiposes tlyereiii stated.
GIVEN UNT]ER NtY HANI7 AN17 OFF1G1AL SEAL tllis day aF ,19_
Notaiy Ptifalic in aiid for tlze State
of Wasliizigton, residiiig at Spokaoze
kVfWr.data pr
103
.
~EFORE 'A'HE SP(7KANE C[)UNTY PLANiVIiVG DEPARTMEN'T
~ECE0VED
zN THE MATrEa oF ~ FIN~INGs FACT, JAN 2 :5 1994
sHvRT PLAT l CONCLUsxONS AND
} DE CT SION BPOIW+lE CO#TNTY.04GENEE&
THTS MA'I"FEFt, an appLicarivn for subdidisivn of land, from Warren Standal ha~ be n received
and decided u~n, pursuant to Spvkane County Subdivisios~ regulatians, on the 'r~ day of
Tarsuary, 1994.
FINDIN'~~ ~F FACT AND C(]1tiiCLUSrONS
1. The individual signing below has furtrier been prape-rly delegated the respvnsibility far
rendering the aecision by the Spvkane County Director of Planriing.
2. Tfze praposal is to divide approximately 2.4 acres into 41oi. fvr 1 existing sangle family
dwellizag and 3 addirional residenbiallats and thvse uses pernutted in the underlying zone.
3. 'Fhe proposal is generally located svuth of and adjacent tv Indiana Ayenue, apprvxirnately 330
feet east of TsehirTey Road, in the SW 114 of Section 7, Township 25 North, Range 45
E.W.M. Spakane County, Washington.
4. The existing zoning of the property described in the agplication is CJrban Residential-3.5 (UR-
3-5), previausLy established as AgriculturaT (A) (~'ile # 2$5-57) zQning in I957 and
redesignated tv Urban Residential-3.5 ([[Jk-3.5) an January 1, 1991 pursuant to the Frvgram
to Implernent rhe Spokauae Cvunty Zvning Code. Pu.rsuant tv RGW 58.17.195 the propvsal
does cvnfarm to the requiretnents of the eacisting Urhan Residentia1-3.5 (UR-3.5) zane.
5. The Spokane County Comprehensive P1an designates this area as C1rban. The development
and uses proposed are generally in accord with this categary.
6. 5urmunding uses are primarily 5ing1e fanniPy residences on mixed urban siae Iors and open
spaGe.
7. Ttie required public nvtice was provideci €ar this propvsal and agencies having a pvtential
iratezest in the project w~ ~~dfied and rrecommendabivns smlicited.
No w-ritten comments were received fram any adjoining property awners.
g. The site is lvcated within the Public Transpvrtation Benefit Area (FTBA). The 5pokane
Transit Authority (STA) Brvadway, Raute # 18 is approximately a half'mile radius fram the ~
site and can provides connecring sen+ices to the site.
10. The propvsed shart plat wiAl be servei by a pubbc water system. VVaste water disposal wi11 be
as authvrize-d by the Director of Utilities.
71. The SpQkane County Parks Department has eorrunented on tt3e proposed short plat. T'ine
Parlcs Departrnent has requested a valuntary agreement he completed between the Farks
Department arid the property vwner to mitigate impaccs tv the Cvunry Pardc system. Counry
legal cvunsel has indicated such agreements may be requixed. The Spokane County Planning
Depamnent recvmmends the praperty owner negotiate with the Sgvkane County Parks
]7epartment tv provide fvr apprapriate capital facilities as required by the Revised Code of
Washington (RCW) 58.17.110. Approva1 of this shart plat should include conditions
requuring that prornsivns for appropriate facilities be in place pr,ior tv recvrding this final plat in
the forrm of a written agreement between the vwner and the Spokane County Parks I]epartmen[
12_ 'I'he Central Valley 5cfioo1 Dist--ict Nv. 356 has cvmmented on the proposed 5hort Plar. The
Dista-ict has indicated that exisfing school facilities are inadeqraate tv serve the prapased shart
plat and wishes to negatnate with the owner tv pravidr; adequate capital facilitaes as requized by
- the Revised Gode of Washingtvn (RCW) 58.17.110. Review by County Iegal counsel
indicates the condition requested by the School Distcict can te reguired for developments.
Appmval of t6iis short glat should include conditivns requiring that pmvisians for apprerpriate
facilities he in place pzior ta recording the fmal short plat in the form of a written agreernerit
between the vwner and the schooI district. .
13. 'I`he pzopased shart plat has direct access tv public right of way at Indiana Avenue. Nv
sidewaldcs were required by the Caunty Eng-ineer regardkng this propasai.
/
r '
FINI]INGS AND I]EGISICIN SP-904-93 Fage 2
14. Recog7aizing the recammended conditions and Spvlcane Caunty devetvpment st.an,dards, the
prc3p(]5ed 5k3art Subdivi5ion makeS appropriate prt]vi5ion5 far the public health, safety and
general welfare and that the pubTic use arfd interest wilI be served by platting the subdivision. .
T'f1e 5ubdlviSiOn px+Dposal iS gene['ally c[3n5i5tent wit1 RCW 5$.17 and the Counry subriivisivn
regulations, promating the public health, safety arad generaT welfare in accordance witlh
sta.ndards established hy the state and Spvkane County. The P1anning nepartment has
considered rhe prtrvision of adequate public facilities as cited in RCW 5$.17.1 ZO (2). Marre
specifically:
a. open spaces
h, dra.inage ways
c. guhlic ant/or priuate rights-of-way
d. tranSit '
e. potable water f. sa.nitar-y waste dispvsal
g. parks and reereation facilities
h. pIaygrounds
. i. schovls and schvolgrounds
j. spdewal.lcs
15. The project is exempt from endironrnentaT reaiew under the State Enwimnmental Palicy Act
pursuant ta WAC 197-11-$00 (6) (a).
16. The failowing facts are also relevant;
a. C7ne starage structure, detached, private, is pemzptted xnsade the Urban xtnpact Area (UTA)
baundaiy, limited in area tv 1,500 square feet and prnvide.d setbacks and maacimum
bui.iding coverage standards are met.
b. 5ubdivision of prcrperty shauld nvt allow the creatian of nanconfarming setbacks for
existing structures. Campliance with setback standards in the CTk-3.5 zone may requare
eather an adjustment of the propearty lines vr remowal of the patentia1 nvncpnforrning -
structure. .
c. The owner has indicated that the structure vn Trract "A" labeled "Shed" wil1 be rernvvei.
d. The LTrbata Residentia]-3.5 ([JR-3.5) zvne does allow duplexes far lvts which are tvvice
the rtunimurn lo[ size required far single family units vr 20,000 square feer.
e. The pmposeti access pmvided by tJhe private roai (easement) to serVe this proposal will
also serve as access far Iots lncated to the westi wichin Short Plat SP-880-93 .
f. 'I'tz,is pmpcrsal was received by the Plarening Department prior to January 1, 1994 and the
irnplernentation of nevr Washington State Board of Heakth regulativns on the use of on-
Slte SevS+age diSpL?5aP SySCeII15.
DECISION
Sased upon the aboVe notei Findin s of Fact and Cvnclusions, Short Plat Application SF-
944-93 is hereby APPROVE17 un&'b&y,'
J771 997; sAlbject tQ canditions noted below.
Mcrst of the conditaons d£ approval `shall-he accomglished by the applicant andJvr sponsor privr
to finaiizatian of the short subdirrisivn. This decisian is final unless appea.led in writing,
cvnsistent wirh adopted appeal procedures.
COUN'l: Y PLANNING I7EPARTMENT CClNDrTI{)NS
1. A11 conditions impcaseci by the Pianning Department shall be binding an the "APPLicant",
which term shall include che owner vr awners of the property, neirs, assigns and successors.
2. The propvsal shall cvxnply with the Urban Residential-3.5 (UR-3.5) zvne as aznended.
3. -ne fanal plat shall be designei substantially in confarmance with the preliminary plat of
recoxd. N[i increase of density or number of Pots shaP occur wathvut a ehange of condition
application submittal artd approual.
FrNDTN+GS AND DECISIC]N SP-904-93 Fage 3
4. T'he Planning Directarfdesigrae.e shall rerriew any proposed final plat ta ensure compliance vvith
the5e Findi,ngs and Conditions of Approval.
5. The preliminary plat is giMen condhtivnal approval for three (3) years, specifically to February
b,;J1,297. The applicant may request an extension of time by submitting a written request
appraxima[e1y forty-firre (45) days prior to the a6crve expirarian date.
6. I7u-ee (3) current certificates of ritle sha1X be furnished to the Planning Departmenc pnor to
filing the fina1 plat.
7. Appropriace utiLity easements shall be indicated an capies of the praposed ~'inai plat. Written
appacrval of utility easements by apprvpriate u[iiiry cvmpanies shaL1 be receiued with the
subznittal of the #inak piat.
$ . Apprapriate road name(s) shall be andicated.
9. The final plat map sha1l indacate by a clear, dasheci line the requmred yard setbacks frvm all
priVate, "Tract X" vr pubIkc roads. T'he dedicaacrn shall contain the following staternent:
"Side yard and rear yard setbaclcs shall be determined at the time buildieig pennits are
request~ unless these setbacks are specifically drafte~i vn this #"~r~al plat. Th~; setbacks
~dicaGd vn this p1at may be varied from if groger zoning approvals are abtained."
10. A plan fcrr water facifities adequate for domescic service and fire protectivn shaU t~e agprroved
by the water purveyor, appropriate fire prvtection district, CQUnty I]avisavn of Buildings a.nd
County Hea.l'th District. The agencies vvi11 cextify an the Water Plan, privr to the fiting of a
final p1at, thaC the plan is in confarmance with their respective needs and regulations. The
Water P1an and certification shaLl be drafteci vn a txansparency suitable for reproduction and be
signed by che plat spansor.
11. The water pu-rveyor sha11 certify that appropriate cantractual arrangernents and schedule of
iinprovements haue been made with the pPafi sponsor fvr constructaon of rhe water system in
accartiance rvith the approved Water Plan. The time schedule shal.l prvvide far cvmplerion of
the water system and inspecfivn by the apprvpriate health authrariries priar to applicatian far
building perrnits within the final plat. The an°angements flx agreements shall include a
prvvision haiding Spokane County and the purveyor harmless frorn claims by any lrat
purchaser refused a building permit due tv the failure of the su$division spvnsar to
satisfaccorily catnplete the approved water systenn. 12. ~'~e ~inal plat dedicatic~n shall contain the ~'vilowing statement:
A"The public water system, ,purs,uant tv the Water Flan approved by county and state hearth
uthv~ties, the 1oca1 fire protection district, water purveyrr and Spokane County Division of
IB u ildngs, shall be installed within tnis subdir~ision, and the applicant shall provide f~rr
nd~~idual l dvmestic wacer service as weH as fire pmtection tv each [n-acVlvt] prirr ta sale of
each [tractllvt] and priar tv issuance of a building permit for each (txactllvt],,,
13. No building permit will be issued fvr any lot within The f"inal piat until certif ed by a
Washington state4licensed engineer that "the water system has been installe.d pursuant to the
appmved Water Plan far the final plat" incirading a signed license stamp. T"he cerdfication may
be in che farn of a letter, but is preferred to be certifieci on a capy of the VVater Plan as a
schematic map shvwri.ng the "as-built" water system.
14. 'Ihe awner shali negoFiate with Central Valley School Distiract and submit a recorded capy of a
vvluntaay agreemsnt macang pmwisions for puhlic schools prior to finalizativn and recording
of the plat. The agreement shall prvvide a written descripfion of tlhe subject prcrperty to which
the agreement applies and aIsa state t1ie doZiar arnvunt and any ather agreed ta mitigaring
measures.
The awner snail also notify any potential purchasers who have rnade an agreement to purchase
property within said plat pursuant tv the Revised Cade of Wastiingtan (RCVV') 5$.17.205, that
adequate provisivns for schvol faciliries rnust be made cvnditianed on a future agreernent
between rhe piattor and schonnl districc.
Voluntary agreements belween the owner and school districr sha]1 confvrm tv the requirements
of RCW Chapter $2.02.
15. The owner shail negotiate with the County Parks Departrrient and submit a recorded copy of a
vvluntary agreernent making grovisions fQr public parks prior tQ finaiization and recording of
FINDxNGS AND T N SPo904-93 Page 4
the plat. The agreenr4ent shaLll provide a written descrigtcon of ehe subjecr pmperty to which the
agn-:5ement applies and also state the dvllar amount and any other agreed to rautigating
measures.
'Tle vwner shall alser nvtify an}+ potendal purcnasers wha haVe made an agreement to purchase
property within said plat gursuant to the Revisecl Code of Washington (RC'W) 58.I7.2[]5, r,hat
adequate pravisivns for park facilifies must be rnade conditioned on a future agreement
between the plattor and Spokane Cvunry Parks DepartmenL
V'oluntary ageements between the vwner and Spvkane County Par4cs Department shaLl
confozm ta the requirements of RCW Chapter 82.02.
16. Frior to filing-of che final plat, the existing structure on Tract "A" labeled "Shed", must meet
rhe setback standards of the Urban Residential-3.5 (CJR-3.5) zone vr be removed.
17. Asurvey is required prior to the filing of a tinal plat.
COUN'FY DIVISION C)F ENGYItiIEERING ANn R{)A]]S C4NDITIONS
T. ne cvnditional appraval of the plat is giden by the Cvunty Engineer subject to dedicativn of
right-vf way and appmual of the rvad system as indicatei in the preliminary plat of record.
2. Pla.ns, prafiles, at1d CIoSS-SeGt1Df1S a5 de51griPd tD Coutlty 5[andaTdS 5hoW1ng piC7pL]Sed SiTeet
centerlane and curb grades shall be submitted ta the County Engineer fvr approval prior tv
canstruction andlor the filing of each final plat; rvad plans to te prepared under the directifln o£
a licensed Professianal Civil Engiraeer.
3. Drainage plans and design calculativns shvwing the alignraient of drainage facilities sha11 te
submitted to the County Engineer for apprvval priar to constructaon andlgr the fiiing of the
final plat. Drainage plans to be prepared under the direction of a licenseci Professional Ciail
Engineer.
4. Na construetian wmrk is to be performeri within the existing vr proposed public zight-af-way
until a pemnit has been issued hy the County Engineer. Al1 vvork is subject to inspection and
approva.l by the County Engineer.
5. Ind'avidraaT driveway access getmits are required privr ta issuance of a huilding pemvt far
drideway appraaches tv the cvunty road systern,
6LTJedication of I0 £eet of additional right-vf-way alang Zndiana Avenue is required.
7. Existing councy roads providing direct access to the pFat sha11 be paved and,lvr curbed tv
Spakane Councy standard5.
- 8. A11 p6blic rvads within the plat shall be designed and canstnacted tv Sgokane County
standards.
9. The word "appiicant" sha11 include che orvner vr owners of the property, his heixs, assigns and
successors.
10. Tv construct the road impravements stated herein, the applicant may, witta the agpra►ral of the
County Engineer, jozn in and be a willing participant in any petirion or resolutian which
purpQSe is the formation of a Road Improvement District (R.ID) far said irnpmvernents,
pur5uant tv RCW 36.88, as amended. At such rime as an RID is create,d or any Raad
Irnpravement Project is sanctivned by Spokane Cvunty, the ianprvvements required (curb,
sidewalk, drainage contrvl and paving to existiEag pavement) will be at the sole expcnse of rhe
undersigned owner{s}, their heirs, grantee5 and assigns. This provision is applicable to
Indiana Avenue.
11. As an a]ternative method of canst,uc[ing the rvad ixngrovements stated herein, the agplicant
may, with the appraVal of rhe County Engineer, acCompli5h the road itnprovement5 StaCed
herein b}+ joining and participating in a Cvunty Raad Pmject (CRF) to the extent of the
reguired ,road i.mpraveznents. At such time as an RTT3 is created or any Road Immpravement
Project is sanctioned by Sp4kane County, the irnprvvernents require-d (curb, sidewalk,
crainage cantrvl and pavirrg ta existing pavernent) wall be at the sole expense of Che
undersignei owner(s), their heus, ,grantees anti assigns. This prQvisivn xs applicable to
Intiiana A,uenue.
^ ~ECISIoN Sp-904-93 Page 5
12. The foUowing statement shall le placed in the plat dedicadon:
"The owner(s) or successor(s) in interest agree to authorize the Counry to place ttreir name(s)
vn a petibian for rhe fvrmativn af a Road lmprcaVement Uistrict (RIT]) by the petixion method
pursuant to Chapter 36.88 RCWa W'hl~h pEdtiOT7 111ClUdeS t"1e L7WIler(S)' Froperty, and further
nvt to abject, by the signing of aballot, to the formation of an RID by the resolurion method
pursuant to Chapter 36.88 RCW, whach resolufiora includes the awner{s}' property. Tf an
RID is formed hy either the petitivn or resolutic+n method as provided fvr in Cttapter 36.88
RCW, the owner(s) car successor(s) further agree:
(a) ~that the irnprvvement(s) ~~~str-uctivn contemplated within the praposed R-ED is feasible; .
(b) that the benefits to be derived fram the fQm-ativn of the RID by the pmperty includeci
thexeirs, tagerher wit3i the a,rriount of any Caunty participatzon, exceed the cvst and
expense vf fvrmativn vf the RI.D; and
(e) that rhe property within the prvpnseci RID is sufficiently developed.
• Provided further that the owner(s) or successar(s) sha1l retain the right, as authvrized
under RCW 36.$8.030, to abject to any assessment(s) on the property as a result of tae
irnpzovements called for in conjunctian with the fvrmativn crf an RBD by either peCirion ar
, resoludan me[hod under Chapter 36.88 RCW, and to appeal to the 5uperiar Crsurt the
decision af the Berard vf Cvunty CommissiQners a.ffirrnung the final assessrnent rcrll.
~
It is further agreed that at such time as an RII] is created or any Raad Improvement
Prvjecc is sanctianr-d by SpQkane County, the imprQVements required, (curb, skdewalk,
drainag+e cantrvl and paving) wi11 be at the sole expense of the undersigned awner(s),
their heirs, grantees and assagns wirhout pariicigation by Spokane County.
The RID rWaiaer contaainei in this agreement shaU expue after ten (10) years from rhe date
of execcution beivw. However, the awner(s) or successor(s) agree rhat if said RIp
waiver expir+es wfthout canstruction vf the required imprcrVementsy the vwner{s} or
successar(s) agree to consmict t}-ie required improvements at threu avvn expense, pay to
Spakane County the then estimated cast vf the required i„mgrovements to enable the
Counry to complete the same, ar furnish a bond or other secure methvd suitable to the
County (which may include the execution Qf anarher RID wa.aver agreement) providing
for or seeuring to the County the actual c4nstructivn o£ the irnprovemenm
le
All vf the requirements of this agreement shall run rvith the land and sha11 be binding
4j upan the awner(s), their successor(s) Dr assign(s)." This prvaisaon is applicable to
Indiana AVenue.
13. The County Engineer has designated Typical Roadway Section Number Two, Lacal Access .
Standard fvr t-ie improvernent of Indiana Avenue, which is adjacent to the proposed
devekopment. T"his will require the addirian of approximately 10-I2 feet af asphalt alcrng the
£rresntage vf the develaprnent. The construction af curbing is a1so required.
14, 'Ihe prvposed private road(s) as shawn on the preiirninary plat serving 4 lvts with extensaon to
serve S is apprvued by fihe Caunty Engir3eer.
15. Private road(s) shaTl be imFroved to Spakane Caunty standard for urban private raad standard
servzng 4lots, and are subject to approva1 under 5eetion 1[].207 af the Spakane County Fire
Cacie.
16. A,11 vestet1 owners shall sign and record private rvad dcrcuments as prescribed by the Spokane
Cvunry Enguieer. These documents shali be reviewed and approved by t.he Spokane County
Engineer priar to recarding with the Spvkane County Arad.itor. Recarc£ing numbers sha11 be
referenced an the dedicatary language of the p1ac.
~ 17. The following statement shal1 be placed :n the plat dedication:
~
"VVARNING: Spakane Crunty has no respvnsibility to bui]d, improve, maintain vr axherwise
servie.e the private roads containeti within or pro►riding service to the property described in this
plat. By accepting this plat or subsequently by allvwing a building perniit to be xssued vn
pragerty on a grivate road, Spokane County assumes no abligativn foc said private road, and
the ovvners hereby acknowledge that the Cvuney has no obligation a£ any kind +or natm
whatsaever to establish, examine, survey, construct, after, repair, imgrave, ranaintain ar
prowide dr°ainage ar snaw rernoval on a priVate road. Ttus ree,quirement is and shall nm with
FINDTNGS AND I]ECTSIDN 5P-904-93 Page 6
the Iand and sha11 be binding upon the awner(s), their heirs, successors or assign5, including
the ohligation to participate in the maintenanee of the private raa,i as provided herein."
18. The proposed subdivisian shall be irnprowed to the standards set forth in Spokane Cvunty
Bvard of Commissioners Resolucian No. 80-1592, as ainended, which resolutimn establishes
regulaticans fvr roads, appraaches, drainage and fees in new canstructian.
19. `1'he Counry Engineer has examined this develnpment prvpvsal and has deterniined that the
impact of this proposal uporr the ex.isting county road system warrants the dedicatifln of
additiona] right-af-way and the roadway improvernents herein specifieci.
20. The follvwing staternent shall be placed in the final plaC dediGation: "T'he priva~e road as
shown hereon is an easement which pro►rides a rneans of ingress and egress for thase lots
' vvithin the subdivision having frontage thereon."
21. 'Ifiere may exist utilities, eather underground ar vverhead, af'fecting zhie subject propertY,
inclucling ProPertY ta be dedicate.d vr set aside fvr future acquisidan, Spokane County
assumes no financia.l obligation for adjustments crr relvcatioat regarding rhese utilities.
Applicant(s) should checlc wirh rhe applicable utility punreyor and th~ Spokane Caunty
Engineer to deternline whether applicant(s) or the utiliry is responsibIe for adjustment vr
relocatian costs and tcr make arrar►gements for any necessary wark.
22. The applicant shafl provide documentation tv rhe satisfactivn of fhe Caunty Eng-ineer chat the
1QCal fire district wi11 approve ahe pmgased turnaraund as s'hown an the preliminary plat. TFie
County Engineer shall also review and apprave the prapvsed tumaraund
COUN'I'1' HEALTH DISTRICT C£3NDITIONS
1. The inal plat sha11 be designed as indicated ern the preliminary plat of record and/ar any
attache.d sheets as noted.
2. Appropziate utdity easements shaLi be indicated an cvpies of the prelin-iinary pFat of aecord for
distribution by the Plannitag Depacttnent tv the utiliry companies, Spokane Caunry Engineer
and the Spakane Coursry Health Dist-ict. Written approWal of the easements by the utiiity
companies must be receiued prior to the submittal of the fina1 plat.
3. 5ewage dispasal method shall t~ as autharized by the I7irrector of Utilides, Spa9cane County.
4. Water sen+ice shall he coordinated through the L7ire,ctor of []tilities, Spokane County-
5. Water seavice shall be by an existing public water sUpply when apgroaed by the Regianal
Engineer (Spalcane), State Departiment of Health.
5. Priar to filing the final plat, the sponsar sha11 demonstrate to rhe satisfaction of the Spvkane
County Health Disn-ict that an adequate and potable water supply is aVaiPable tv each tract of
rhe plat.
7. Frivr tQ filing the f'inal plat, the sponsar sha[1 present evidence that the pIat lies wiLhin the
reccrrded service area of the water system praposed to serrre the plat.
8. A plan £or water facilities adequate fvr dornestic use, domestic isrigatian use and fire
prvtection use shall be apparoved by the water pur►aeyar. Said water plan must have been
approved by the fire pmtection clistrict and the apprapriate health authorities. 'Ihe healrh
authvrities, water supglier (purveyor) and t~e fire pratection district wall certify, PriQr tv the
iling of the final plat, ora the face of said water pIan that the plan is in cvnformance with their
requirements and will adequately satisfy their respective needs. Said water plan and
cemfication wiPl be drafted on a transpareracy suitable for reproductian.
9. The purveyor will alsa certify privr ta filting the final pTat on a copy of said water plan that
apprapriate contractual azrangernents have been made with the piat sponsar far construction of
the wat.er system, i.ri accordance with the approved plan and drne schedule. The time schedule
will pmvide, in any case, for cornpletifln of the water system and inspectivn by the apgropriate
hea1rh auchorities prior to apglication foar build'ang permits within the plat. The conawtual
arrangements wi1l include a pmvision holding SpvkarFe Cvunty, Sgokane County Health
District and the purveyor harcrless frvrn clairrs by any tract purcfiaser refused a building
permit due tv fai1ure of the plat sponsor to satisfactorily complete tt3e approve.d r,vater system.
FIl~IL]TNGS gND DECTSION SP-904-93 Page 7
10. Prior to filing the final plat, the sponsor sha]1 derrsonst-ate to ttie sarisfactian a#' the 5pokane
County Healrh District that suiEable sites for ❑n-site sewage dispvsal syscerns are avaiiable on
tracts B, C, and D.
11. Subject to specaf~c application aporaval and issuance of permits by the Health Officer, the use
of individual vn-site sewage disposal systems may be authorized, ,
e g
12. The ded.icatary language of the plat wil] state: "Subject ca specific applicadcan apprvvai and
issuance of pemnits by the Healch C)fficer, the use of indiuidual on-site sewage systems rnay
be authQrized."
13. F~dedicatory lan,guage on the plat sha11 state: "Use of private welIs and water systems is
_-pmhibited."
14. The plat dedicadon shall contain a statement tv r.he eff`ect that: "T'he public water system,
p,p"11aIYC tiC1 Ctle WaCeY PIan approYed t]y {`.C}1I11ty af1d SGate heaIt7 aULh4I1t1P.5a the 1oca1 fire
grvteCt€fln dlstnCt, water purwey4r and Cpunty I]ivi5ion of BuiDdings, shall he installed within
`this plat, arad the apglirarst shall provide far individuai damesric vvater service as weil as fcxe
' protectivn tv each tract priar tv sale of each tract ansd prior ta issuance of a burlding perrnit for
each tract."
COLINTY DIVISION []F L7TTLTTTES C[3NI3TTIONS
1. Pursuant ta the Board of County Cvmmissivners Resolutivn No. 80-0418, the use of on-site
sewer disposai systems as hereby authvrizead. 'Fhas authvrizativn is conditioned an camplia.nce
with all rules and regulazivns of the Spokane County Health District and is fu.rther conditianed
,''N"and subject tv specific application approval and issuance of permits by the Health District..
,
(2. `1he dedication shaR 5tate:
~"Thie owner(s) ar successvr(s) in interest agree to authgrize the County to place their name(s)
vn a petitivn f❑r the fvrma.tivn of ULII) by getition methead puasuant to RCW 36.94, which
petitivn includes the ovvner(s)' praperry; and further not tv vbject by t'he signing of aprvtest
petition against rhe farmation of a ULID by resotutian methol pursuant ta kCW Chapter
36.94 which nncludes the owner(s)' property. PRC)VI1]ED, this cvndition shall not paohibit
the awner(s) or successvr{s} fmm objeGdng ta any assessment(s) on the property as a result of
improver,nents called for in canjunction with rhe farmation of a ULTD by either petitian or
resolution rnethod under RCW Chapter 36.94."
3. Any water seruice far this projeGt shall be provided in accarciarace with the Coardinated Water
Systern Plan far Spakane Cvunty, as az7nended.
f`
4.. The decicatian shall state: "Each new dwelling unit shall be douhle-plumbed far conne.ction tv
, future areawide col.lection systems."
5. A dry sewer cvnnection tv the futturre areawide sewerage systern sha71 be constructed. Plans
aryd specifications far trhe dry sewer cvnrtectian shall be reviewei, a,nd apprvved by the lJtilicies
Department. Alsv, a dryline fvr SP-880-93 rnust be pzouitied.
COUNTY TIIVISION OF BUILDXNGS CdNDTTIC]1Y5
1. The apglicant sha1F contact the l7ivisicrn of Buildings at the earliest possible stage in vrder to be
informeri of code requirements adninisteredfenforced as authcrrized by t.he State Buiiding
Code Act. I]esignldevelvpment concerns include: AI]DRESSTNG, FIRE APFARATT'CJJS
ACCESS R~'JADS; FIRE HYT7R,ANT/FLOW; AF'PFZC3VEF7 WATEit SYST'EMS; SUM..DTNC
ACCESSI43IT1ITY; C(JNSTRUCi°I+C3N TYPE; C3CCUPANCY CLASSIFq+CATiC)N;
E,X=G; EXTEATC)R WAL,L, FR.O'TEMON; AND ENERCiY CC3DE REGiJLA'TdCJ1VrS.
(Note: T`he Divisivn of Suildings reserve5 the right to canfrm the actuaI address at the time of
building pernzzt.)
SPOKANE CDi]NTY FdRE DISTRIC'I' NCI. I C4NDTTI[71VS
1. The Sgokane Valley Fire Department will require a new f~re hydrant at the driveway entrance
at Indiana Avenue
e
FINUINGS A.ND DECISTQN SP-904-93 Page 8
2. 'x'be tum radius vf the harnmerhea.d (fire department turnamund) must be a rninimum flf 34
feet.
Appmved the ~ day of danuary, 1994.
iPED N
enior Plannea
For: J'ohn Todd, F'lanner I
LTnder State Law and County Ordinance, yau have the right tv appeal this decisian to the Sgokane
County Heariaxg Exaininer Cvmmittee. CJpan receipt vf an appeal, a public hearing vvaIl be
scheduled. Tf you desire tv f~le such ari appeal, you must submit a letter alvng with the appropriate
appeal fee, payable co the 5pakane County Treasurer, within ten (10) calendar days frarn the date
this deczsion is signed.
If yau have any questions, gTease ca11 the Planning L3epartment at 456-2205.
pc: County Divisivn of Engineering and Rvads
County Divisaan of Utilities
County Health District
County DaVision of Buildings
County T]ivisian of Paxks, Recreatron and Fair
Central VaHey Schoo1 Aastrict ,
F1Ie D15tTIGI #1
'Viianen Standal, 17502 E. Tndiana, Greenacres WA 99016 -
Jvseghine H. Hvtchkkiss, 532 S. 15th St, Sunnyside WA 98944
Lawrence Dunsmore, 1115 N. Pines, Spokane Wa 99206
Sip Ci T-4 E ~c) u r•r T` Y
OFFIC& OF THE COUNTY ENGIN&ER • A DIVISICsIiF OF THE T'[JBLIC WQRKS DEPARTMENT
RL]Tidld C. HDIiTl3IiIl, P.Ea CL1l1Ilty EIlgIII~r DeIlllls M. Scott, P.E., D1TectC3Y
December 30, 1993
ME M Ci R A Id p U Nf
TO: Jvhn Tvdd, PZanner 1.
FRQM: Scott Engelhard, Prvject Coardinator 5,c,
SUBJECT: Redesign of Preliminary Short Plat by "Warren 5tandahl
FILrE: SP-904-93
By redesigning the Shart P1at as requested by the Gaunty Engineer,
the applicant has complied with aur request. The conditions dated
DeGember 9, 1993 are sti11 applicable tv the project.
W.1026 St'nadway Ave Spc+kane, WA 94250-017[] (509) 456--3600 FA?C (509) 456-4715 TUL7: (509) 324-3166
OFFICE OF 'FHE SPOKANE CC)UNTY ENGINEER
1025 i+d Broadway Ave, SpQkar`ie, WA 99254-0170 (509} 45f-3600 Fax 324-3478
L -SH❑RT PLAT REQUIREMENTS-
Ta: Spokane County Planning ❑epartment, Plats Administrator
F'RC7M: Division Of Engineering & Roads ~~Vr-- •
DATE; decemver 9. 1993
SUBJECT: OP # 904 I STANDAHL. AARREN
The fallowing "Conditions of Apprvval" far tbe abave referenoed subdivisiarn
are submitted ta the Spokane County Plaanirrg Department for iaclusion im the
"Findings and arder" should the ahvrt plat be agproved.
E 1 That conditivnal approval of the plat by the County Engineer is given
subjeat to dedication vf Righit-of-Way and approval of the road system as
indicated in the preliminary piat oF record.
E 2 That plans, prafiles and cross sections as desiqned tv County standards
shoraing prvposed street centerline and curb grades be submitted tv the
County Engineer f or approva l prior tv construction and/ or the fi1 ing vf
a final plat, rvad plans ta he prepared under the directian af a
licensed Professivnal Civil Engineer.
E 3 That drainage plans and ciesign calculativns showing the alignment of
drainage facilities ba submitted to the County Engineer fDr apprvval
priar to cvnstruction and/ar the filing of the final pZat. Drainage
plans to be prepared under the direction vf a licensed Professianal
Civil Engineer.
E 6 No canstructian work is tv be perfvrmed within the existing or propased
Publia R%ght-of-Way unti1 a permit has been issued by the County
Engineer. A11 work 3s subject to inspection and apprvval by the County
Engi.neer.
E12 The applicant shvuld be advised that individual driveway access permits
are required priax to issuance af a building permit far driveway
approaches ta the County raad 5yStetll.
E13 Dedication af 10 feet of additional Right-of-Way alang Indiana Avenue.
E16 Existing County raads providing direct access to the plat shall be paved
and,l❑r curbed to Spokane County standards.
E17 That aZl public roads within the plat be designed and constructed tv
Spokane County standards.
E19 The ward "3ppliGant'T shall include the vwner(s) of the propertyr Ir11s/hBY'
heirs, assigns and successors.
E20 To eonstruct tne road in►prvvements stated herein, the applicant may,
wxth the approval of the County Engiraeer, jvin in and be a willing
participant in any petition ar resolution which purposes is the
formation af a Road Improvement District (RTb) far said imprvvements
pursuant to RCW 35.88, as amended. At sucYr time as an RTp is created or
any Raad Improvement Project is sanctianed by Spvkane Cauntyr the
improvements required (curb, sidewalk, drainage contrvl and paving to
existing pavement) will be at tihe sole expense ❑f the undersigned vwner,
their heirs, grantees and assigns. This praVision is applicabl.e ta
Indiana Avenue,
E21 As an alternative metkrod of cvnstructing the raad improvement stated
herein, the applicant may, with the approvaY af the County Engineer,
accomplish the raad improvements stated herein by joining and
participating in a County Road Praject (CRP) t❑ the extent of the
required road imprtivement. At such time as an RII7 is created or any
Road Imrprovement Prvject is sanctaaned by Spvkane County, the
improvements required (curbr sidewalk, drainage contral and paving to
existing paVement) will be at the so1,e expense of the undersigned nwner,
their heirs, grantiees and assigns. This provision is applicable to
Sf ~ , SHOFtT PLAT : # 9 0 4 1 STAN❑AHIy. WARREN 2
3ndiana Av►enue.
E22 That the fo7Llawing statement shall appear within the dedicatory language
of the final plat:
The owner (s ) or successvr (s) i,n interest agree t❑ authQrize Spakane
Cvunty t❑ place their name {s} on a petitian for the faxmation ❑f a
Rvad Improvernent District (RID) hy the petition methvd pursuant ta
Chapter 35.88 RGW, which petition includes the owner(s) property, and
further not to objec+t, by the signing of a ballot, the formativn of
a RII] by the reselution methad pursuant to Chapter 36.88 RCW, which
resolution includes the owner(s) progerty. If a RIb rs formed by
either the petita.on vr rssvlutivn methvd, as provided for in Chapter
36.88 RCW, the owner(s) or successor[s] further agree; {1} that the
improvements ar canstruction contemplated within the prvposed RID is
feasible, {2} That the benefits to be derived from the formatian of
the RID by the praperty included therein, together wYth the amaunt
of any County participation, exceeds the cast and expense ❑f formation
of the RIQ, and (3) that the property within the praposed RIa is
suf f iciently developed. Provided, furttter, , the owner(s ) or
successor(s) shall retain the right, as authorized under RCW
36,88.090, tm object tv any assessment(s) on the property as a result
of the impravements called fvr in conjunction with the formation of
a RID by either petitiinn or resalutivn method under Chapter 36.88 RCW,
and to appeal tv the Superiar Court the decis$an af the 8crard af
County cammissioners affirming the final assessanent ro11. It is
further ag_reed that at such time as an RID is created ar any Raad
Imprvvement prcaj ect is sanctioned by Spokane County, the irnprovements
required [curh, sidewalk, drainage control and paving] wi11 be at the
sale expense of the undersiqned awner, their heirs, grantees and
assigns withaut participation by Spokane County.
The RIb waiver cantained in this agreement shall expire after ten
(lo) years from ttae date of executian belvw. However, the awner (s)
or successar(s) agree that if said RID waiver expires wiithraut
construction vf the required impravements, the owner(s) or
su.ccessor ( s) agree ta construct the required imQr+ovements at their own
expense; pay t❑ Spokane County the then estimated cost of the required
improvements tv enable the County to camplete the same; or Eurnish a
}aond ❑r ather secure method suitable to the County (which may include
the execution ❑f another RID waiver agreement), praviding f ar ❑r
securing to the Coun,ty the actual constructien of the improvements.
All af the requirements ot this agrreement shall run with the land and
shall be binding upon the owner(s), their successor(s) or assign(s).
This provisian is applicalole to Ind'iana Avenue.
E24 The County Engineer has designated Typical Roadway Seation Number TWat
Laca]L Aecess Standard for the improvement of Indiana Avenue which is
adjacent t❑ the prvpased development. This wi11 require the addation of
approximately 10-12 fset of asphalt along the frontage of the
develvpment. The ccanstructian vf curbing is also required.
E26 The proposed private r4ad(s) as shown an the greliminary pl,at sexving
4 lots with extension to serve 8 lots is agprvaed by the County
Engineer.
E27 That priuate road(s) be improved to Spokane Caunty standard f or a urban
private road starndard serving 4 1Qts.
E30 Al1 vested owners shall sign and record private road documents as
prescribed by the Spvkane County Enginser. These dacumemts shaTl be
reviewed and apprvved by the Spokane County Engineer prior tQ recording
with the Spokane Caunty Auditor. Recording numbers shall be referenced
in the dedicatory language Qf the plat.
E31 That the following statement be placed in the plat dedication: WARNING:
Spakane County has r:7 responsibility t❑ build, improve, mairetain ar
~
~
SHDRT FLAT: # 904 ] S'I"ANfpAHL. WARREN 3
ather wise service the private raads cantained within or providing
service t❑ the property described in this plat. By accepting this plat
or sumsequently by a1lowing a building permit te be issued an praperty
on aprivate road, Spokane Caunty assumes n❑ abligation for said private
road and the ownexs hereby acknaw3edge that the Caunty has na
abligation Qf any kind vr nature whatsoeVer t❑ establish, examine,
survey, construct, alter, repair, imprvve, maintain, provide drainage or
snow remaval on a private road. This xequirement is and shall run with
the land and shall be binding up❑n the owner, their heirs, successvrs or
assigns including the obligation tca participate in the maintenance of
the privata road as praVided herein.
E32 The proposed plat shall be imprvved ta the standards set farth in
5pnkane Gounty Board vf CQmmissivners Resvlution No. 80-1592r as
amended, which estahlishes regulation,s fvr roads, appraaches, drainage
and fees in new constraacitian.
E33 The Caunty Engineer has examined this development proposal and has
determined that the impact of this prvposal upon the existing Count,y
Road 5ystem warXants the dedicativn ❑f additional Right of Yday and the
roadway 3mpr❑vements here in specif ied ,
E35 That the follpwing statement must be placed in the plat dedication;
"The private road as sh4wn hereon is an easement which prQVides a mearas
of ingress and egress far thvse lrats within the plat having frantage
thereon. " . `J.'. E90 The applicant should be advised that there may exist utilities either
underground or oVerhead affecting the applicants property, including
praperty to be dedicated ar set aside for future acquisitinn. SpQkane
County will assume no ffnancial obligatian for adjustments or relocatian
regarding these utilities. The applicant shfluld check with the
applicable utilities and Spokane Cvunty Engineer t❑ determine whether
the applicant or utility is resporasible far adjustment or relocation
cQSts and ta make arrangements far any necessary war➢c.
SPECIAL C01VDI'I`I[3N:
The aQplicant shall prvvide documentation t❑ the satisfactivn of the
County Engineer tnat the lvcal fire district will approve the proposed
turn arvund as shvwn on the preliminaxy plat, The Gounty Engineer shall
also review an agprvve the proposed turn around.
SPECIAL CON❑ITIDN:
The applicant has proposed a private raad which is adjacent to another
private road proposed for anather shartplat, the proposed locatirsn for
the raad does nat meet county Rvad standards for the lecatian vf twa
11'1ter5@Gt.1DY75. The applicant shall either lacate the the private road
on the same easemertt as proposed for SP-88(]-93 or lflcate the proposed
rvad for this shortplat a miniraum of 150 feet from the priVate rvad
proposed far 5P-880-93.
ieee~~~eeeeeeeeee~e~eeeeeee~eeee~~Repart ~~~weruee~ee~~eeeeeeeeeeeee~eeeeeee~ee~
°PAGE 2 _ 12:37:29 19 NOV 1993 0
°Road# Road Names.......... MPost. Reference Descriptio Road Log Info..........
002017 INDIANA AV 00.000 TSCHIRLEY Rb U 19 LIGHT BITUM. 160
° 00.240 LQNG Ra U 19 LIGHT BTTi]M. 16
° 00.480 GREENACRES RD U 19 LIGHT $ITi1M. 180
° 00.730 BARKER Rb U 19 LIGHT SIT[3M. 18
°02018 INpIANA AV 00.000 BMP Qf raad U 19 GRAVEL 200
iO 00.220 F'LORA RD U 19 GRAVEL 20
002029 INDIANA AV QQ. Qf30 HFJTCHIIdSDN RD U 19 PAVED 440
° 00.040 ,M[]LLAN RD (ONE WAY U 19 PAVED 44
°02011 INDFP,NA AV (1-90 FRO 00.000 HARVARO RD R 09 LIGHT BITUM. TS °
°08002 INI]IANA AVE (PRflPOSE 00.000 5R-27 R Od WHAT?
° o
09 Recqrds Frocessed
0 0
C
0 0
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°List ° °Uss pirection Keys tca View Rapart (Press [ F1 ] far he1p) 10
° Esc-Exit Enter-Next Page 0
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°PAGE 1 12:38:18 19 NOV 1993 0
°Road# Road Names.......... MPost. R f scriptio Road Log Info..........
000210 BALDWIN AV 00.000 U 19 LIGHT BITUM. 200
0 O K A C OUEJ19r4,IF#IT-~BITUM. 20
000211 BALDN~I" 400
° 0FF1cE oF TxE CoucvTx Ecvcn~.~ 13 0 CENTER MDrvcsioN oF THE Puauq3W4M5s WMEWN'I' 40
° 00212 BALDW~&aikVC. Hormann, P.E., C@ ORA RD Dennis KTScb& PlZM4V(SITiJM. 160
° 00. Y'~ U 19 LIGHT BITUM. 16
000393 BALDWIN AV . o r U 19 PAVED 360
° 00.060 ELLA RD U 19 PAVED 36
i000394 BALDWIN AV 00.000 BMP of road U 19 PAVED 360
00.060 VISTA RD U 19 PAVED 36
I000406 BALDWIN AV 00.000 WOODRUFF RD U 19 GRAVEL 240
000474 BALDWIN AV 00.000 BMP of road U 19 PAVED 36
° 00.090 MCKEE RD o CT U 19 PAVED 360
° 00.180 BARKER RD U 19 PAVED 36
000484 BALDWIN AV 00.000 GLENBROOK RD R 09 PAVED 360
i006525 BALDWIN AVENUE 00.000 BMP of road
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W.1026 Broadway Ave. Spokane, WA 99260-0170 (509) 456-3600 FAX (509) 456-4715
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°PAGE 1 12:45c15 19 Nav 1993 D
°Road# Road Names...,,..... MPast. Referenee Descriptia RQad Log In£a...,......
004885 TSCHIRLEY CT 00,000 eMp af road U19 PAVED 360
004840 TSCHIRLEY RD 00.000 EUCLIb AV U 19 FAVED 40
° 00.040 DALTQN AV U 19 PAVED 400
004844 TSCHIRLEY RD 00.000 8TH AV U 19 LIGHT BITUM. 20
° 00.120 6TH AV U 19 PAVEQ 3411
° 00.210 5TH AV U 19 PAVED 30
° 00.260 4TH AV U 19 PAVED 3010
° 00.320 3RD AV U 19 PAVEd 30
° 00.370 CDACH ❑R U 19 LIGHT BITLTM. 200
° 00.480 TSCHIRLEY RD U 19 LIGHT BTT[7M. 20
° 00,5I0 SPRAGUE AV o
004845 TSCHIRLEY RD 00.000 TSCHIRLEY Rb U 13 PAVED 30
° 00. 090 SPRAGLfiE AV U 19 PA'G'EI7 300
004846 TSCHIRLEY RI] 00. 0047 SPFtAGUE AV U 19 LIGH'g' BIT[JAfi. 18
004847 TSCHIRLEY RI] 00.000 BALDWIN AV U 19 PAVED 160
° 00. D4D INpIANA p,V CT 19 FAVED 16
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t .
S IJ ~ IC N C C3 U N -r Y
C'LANti1ING DEPARTMENT YV'ALL15 I] HUBSATtI?, DIRECTCJR =
' MEMORA~~~M
TO: i 5
D1VISIQI'l C?f uLlllde5
DIYiSiCIn bf BLildLlC]g5
SpOkaI°le C4711I'i~ ~ealt1 D15tr1Ct •
Spvkane County Parks Department
Spokane County Fire District # T
Consohdated Irrigation Dist.rict .
Central Valley Schoat District
FRClM: ]ohn Todd, Planner I
DA`I'E: Nvwember 19, 1393
SUBTECT: Freiiminary Shvrt Plat SP-904-93
Attached is a copy of the appl'acadon and proposed pretiminary 5hart Pla.t map submitted by
Waz-ren Standa.l far the subdiVision of approximately 2.4 acres inta 4lnts fvr vme existing
single farmly dweHing and three new single fazniiy dweLlings and those uses allvwed in the
underlying zone.
Please review thi,s praposal and returaz your caanments aiad recommendations by L?er.ember
7, 1993. If yau have any questivns regarding chis fi1e, you may contact me at 456-2205.
Please dzrect any wriccen respanse to John Tvdd.
ThanIc yau for yvur prvmpt attention.
rp
Enclnsures
c: Warxera Srandal, 17502 E. dndiana, Gareenacres WA 99016
Lawrence T]unsmore, 1115 Nvrth Pines, Spokane Wa 99206
WEST1026 BftOAl7WAY AAfEYUE • SPDKANr:. WA5HINGTDK,992GQ-024Q • (509)4$6-220$
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