26287 PE-1677 HILLVIEW EST REPLAT
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PLANN[NG DEPARTMENT '
~'..lru'7t A nwa~"wFi-.C
Yrc...i CCU1• iev'.o¢
PRELYMrNARY 5UBDIVISION AND ZONE, REGL.ASSIFIGATIQN
` APPLICA'rIC]N
PARTx
A. GiENEBAL T ORMAIIQN: .
K.
r~AME a~ ~PLzcAN-r/REPxEsErrTAnvE:
lr
e
MAILrrrG ADaRF-sS: 5. 3 l l 7 9 er7.
cITY. v-P~ sTATE: zrp:
PHC7NE. ~r3 2-.79 t- ~ (wQrk) (home)
IF APPLICANT IS NfJT DWNER, INCLCJDE WItZ'ffiEN {3WNER AUZ'E-IOItIZATIQN
FOTt .iPi'T.YCANT TO SERVE AS REPRESENTATXVE.
LcGAL aw~RPs NAJAF-: C~' e e-0- - PHONE°
1viATLI?h'G AUDRESS:
PR4JECI'/PRCIPOSAL SI7E AREA (acres or sq. ft) AL37ACENT AREA OWNED OR CC]NTRpLLEf7 (acres or sq.
ASSESSC3R PARCEL #S OF PRO]ECT/PRDpOSAqS 97 Y 7
AS5F-5SC)R PARCEL #t'S 4F A377ACENT A1ZEA C?WNEI? C]R COItITROLLEQ
v' . STREET E+DDRESS OF PR91'OSA1. k1 °t(e- TA 5 S+ a rf 6-71 c~ e-fi EYISTlNG ZC1NE CLASSLfiICA7TON(S) (DATE E5I'ABLISHEC]) EXISTTTTR~iG USE OF FROPERTY
PRaPOsEn ZOrrINc
GOMPREHENSIVE FLA3RE CATEGt7RY
SCHOOL DISTRTCT p
FUZE DzsrxzCr,. r WArEP, PvRvEyarz ~.Sn 111k~ W I CL.~ t.~.
PROPasr-D usE OF pxaPF-RTY:
Singlc tamily dwellings I]uplexes lvtut6farni4y dwell:ngs
Mar►ufacnired hames ( ) Business ( } IRdustr;al Mixed Use ( }
Other ( ) - Desc.nbe: _
LIST PREVIOUS PLANNWG ❑EPARTM-ENT AGT1QN5 INVOLYlN,'.r THIS PA(JPERTY:
~ . 1JFGAr_~ZONE RRC'1..A3SrY-~fC'1 rOfLI 1Nr0RMb7"79N:
LOCATIDN OF PROPC75AL:
5EC7'IGN -6~ 7 TOWNSHIP RANGC V el` ~ ~
NAME OF PU£3L1C RQAD(S) PRUVII]TNG ACCESS. ~~z.~,.
WIDTH QFPROPERTY FRC)NTING 17N PtJBI.IC ROAtJ: 4~4 ~t&C- 01, pCj 1
DOES THE PROPUSAL HAVE ACCESS 7"O AN ARTERIAL aR PLANh'ED ARTERiAi. YES No
NAMI(5) UF ARTERIAL RClAL7S
LEGAI. DESCRIPI'ION OF PROPERfiY (Aitach icgal description swinpeci by Land SUMyor), INCLUDE
I.EGAL DESCRTTYI`iiDN FOR ENTIRE AFtEAT0 l3E SUB DIVTDED DN PRELI}vFIN,a,1RY StJBDIVI51aN
MAP ANi) REQU-ESTEL7 ZQNING 1OR EACH LOT AND BLQCK FdR M[II.TIPLE Zf]NE RFQ[1'ESTS.
.~~c_ t..~L.~ c,,. &..r. ~tr~°c ~ wq r~~ ~ y-• a.~~r ~ ~'~ti••
. M
suBDfvzsrON aND zaNE REal.ASSIFIcATIarr APPLTCATlarr Page 2of 4
IF YOU 3]Q NOT HC]LI3 TITLE T~.7 PROPERTY, WNAT T5 YQUR TN'TE, REST IN IT?
` ~'`~.er,~-~"
WHAT AR.E THE CHANGEI] CQNL7ITIONS OF THE AREA WHICH YUU FEEL MAKE THIS
PROPO5 r'tL W ARtANTED? c ov, ki5+~-- w~~. ~~r v~» ,.•r~.4~5 ,nti s
l h. e-
WHAT IMTACT WTLL THE PRC]PC35ED ZONE RECLA55IFICf1TTdN HAVE CJN THE A.tiJACENT
pROPER'I`[ES? 071-P
WHAT FACTQRS SUPPQRT THE 7ANE 1ZECLASSIFIGATIClN? i L, r. r~u ~r~► 4-o -4-.,6-,p
'u6tlL
WHAT MEA5URE5 DC1 YO[] PROPaSE Tt7 MITTGATE YOLTR PROPOSAI..'S IMPAC`1' [3iV'
SURkDT..INaING LAND USE?
3-c°. [_V" 1A.2~6 H/3 f q1p-~~,4-
C . PRFLLA2LALY STIRDTVjSYfIN GENRRAf, rNrnRMa~TQN-
NUMEF-i OF L,OTS: f ~ GRCJSS AREA: '`I' L/ A c. `z -'r-
TYPICAL LdT SIZE: W'G•r ~1-S PRdPOSED NET DENSITY+`:
SMALI.EST LQT SM: MLNIIv1UM FRC?NTAGE: 40
PROpDSED 50URCE C}F WATER:
Incividual wells Public systcmk Rrivace Cflmcnunzty Systein
Q[her ( ) - Dcscribe: .
PROPL75ED MEANS OF SEWAGE I}ISI'OSAL:
Puhlic sewer X Communisy system Sepric unk and cirainfcld ( J
1}ouble Piumbuig ( ) Dry Sewer { ) O4hcr ( )
I7escribe:
U'ITi.dTY CQMPANMS ANT7/UR L]ISTRTCTS TO PROVIDE SERVdCF TC7 TH15 FRC3POSAL:
Elecviczty: " Sewer -r~`~` •
Gas Watec r~ I 0?> 'r e* ~ Phone•
DO YOU, C3R THE OWNER IN TI-fE EVENT YDU DD N4T QWN THIS PRCJFERI'Y, I-IAVE E1NY
PLANS FQR FUTURE ADQI`ITC7NS, EXPANSIONS OR FL.1RTHER ACTIVITY RCLATEt7 TQ Tf-IIS
PF20PO5AL? Ycs N[r ( P"' LF YES, EXI'LAIN:
D. PEEx~r~r~Rv SrrBnrvISrON rMPROVEMrNT rNFOnMa-rrr,N,;.
LEVEL C]F STREET INiPROVEMENTS PRdPDSEI]; Private road5 ( )
Public roa(is {L< Arterial road. ( J Tract X faacls
DESCRI19E ANY COMBINATIOI'3 OF ABQYE:
ESTIIv1.ATED 1'[ME I'ERIC]D ~~ECTED FD]? CUA7PLETE DEVEI.D}'tv9ENT DI' T??E 5UT?DI'r'1SIQN:
IS PHASING QF THE FiNALTZATIC]N C3F THE SUBI]IVIS[ON PROPaSLD? Yes Na (c~
IF YES, SHQW FHASrNCr DN TffE PREr.IMINARY SUBi]IVTSION MAx'.
YS DEl]ICATTDN nF LAN-D FQR PUBLIC USE CONTEM?LA'T.ED (Parks, sch4ols, etc.)? Ycs No F-~~
1F YES, DE5CRIBE:
~ NET l7ENSITY IS UNITS OR LflT'S 1'ER ACRE MINUS PRIVATE ANDfC]R pLTBLTG RDAD AREA.
. a
, .
SLlT3DIVISIC]N AND ZC]NE RECLA55EFICATIQiI`1 APPLICA1'ION Fage 3 af 4 '
PART II
TIJ IS SECTION flF THE APPLICATiC]N 4YILL PROVIT}E THE PLANNING ❑EPARTh4E NT STAFF 1VI`I"FI
WRITTEN VERIfzlCATIQN THAT'3'HE Al'PLiCANT HH5 I-iAD PRELIMINARY CnNSUI.TATlON WiTIi THE
AGENCIF-S IDEN7TFIED. RESL7I,TS OF THE PRELIMINARY CdI`d5[JLTATIC3N SHA-LL BE INCORPOkATE,D
1N TI-IE PRQPC]5A'f... BEFQFtE FiNAL 5I1BMITTAL TO'FHE PLANNING TJEPARTMENT.
FIRE MARSHALL1FIRE DTST'RICT ~
r .+e . 1 HTS PROPOSAL I5 WITHIN FIR.E PRQTEC'TdON DISTkICI' Nt]. d
Y3. ADEQUATE ARRANGEMENTS RiAVIO (HAVE NClT) BEEN MADE TQ MIET CJ'L7R NEEDS
W PRDVIDING FQR A1,lr ADEQUA?`E R SYSTEM ,ANfl FACILITIES FOR FTRE
PRO°IECC'IC]N PIURFC]5E5. ~
C. RECQNi]~fENDED FIHE FL.C]W: 5d1> • DR UNABLE TO CAC.CC]LATE NOW
,
BEGA[]SE T,15E T5 NQT DEFINITIVE; AND WILI.. BE DETERMNEI] AT BUTLDING PERMIT
APPLIC,4TTONTIME.
D. REQllgtEMENTS INC'LUDE.
F1RE DIS1'RIC'd' L! SIGN,4TURE/TlTLE I7A"FE
Wt#TER I'llFtVEYOR '
A. 5ATI5FACTORY ARRANGEIv'[NTS FOR DDMESTIC WATER P,ND FIRE FLQW
REQUfREIvfENTS (UAA*) COiAVE tVC}T BE.EN MADE,
B. REQUTR:EMENT51COhiHtENTS: ,,,.e m4w To 6,s- I,vsr.ne e-zg Z~o w.c.r
f'aoPc6~L3 Ruc3z7rc. 2-6rvr vF A,,;4f' kSPrv.ces .srsf fl o' r~r orr~eql
W:4TER DISTRICT ~ 'S~6IdATdhE1'I'ITi..E DATE
COUNTY EiVCTNEER '
A PRELIMINARY DTSCUSSTON HAS TA.KEA6' PLACE ANp GENF-RAI,RL-QUIREMENTS FUR RO:kDS
AIiD DRAINAGE HAVE $EEN DISCUSSEI] WITH THE APPLTCANT.
A. CC}M?viF-NTS: , ~
If~/~.
IC~N~TLTR~ 1S1`LF DA'FE
CUUN`I'Y iJ'1`ILI'i'IES
A PRELIMINARY DISCUSSYC]N HA5 7'AKEN PLACE A+ID GENERAL REQCJTItEMENTS FOR
SLJBMITTAL OF THIS PRO1'C]SAL (HA`NE) (HA.VE NOT) BEEN Sr'1TdSFIED, T14E DESIGNATED
WA'CER PURVEYSJR FDR THTS SITE jS
A. COMMEAT'I'S:
STC Itif ATURE/1'lTLE DATE
HEALTI•I IJTS'TRTCT '
A PRELIMINARY DTSCUSSIQN HAS TAKEN 1'LACE ANO GENLiZAL REQUIREMENTS FCJR
S[JBMI7FA1. OF THXS PROPQSAL (HAVE) (HAVE NQT) EE1V 5ATI5FIED.
A cot~MENTs: ~ ~ ~~.~3
~
SIGNATUREf!'ITi.E aATE
~
SEWER PllRVE1'C]Ft '
A PRELIMINARY pISCLTSSTON HAS TAKEN PLACE AND GENERAI. REQUIREMENTS F0R THE
PROVISI(]N D£' PUBLTC SEWER ARE L1NDERSTOC]D BY THE ELFPLICANT.
A. CO2vflvtENTS:
S IG NATURE,TITLE UATE
1i
SUBDPVISION ANL7 ZONE RECi.ASSEFICAI'IC]N APPLTGATTON Page 4 of ~ PART IYT
r . SURYEYOR VERrFICA`IION
F~ E IGNE17, A LFCENSED LAND SZIRVEYDR, HAVE COMPLF-TEI] T,EIE IN-r-QRMATIaN
R`. ~,TT~ Z~JT~TNG A~dAI~, L.EGAI. aESCRIPTIC7N, P~T..IMIiVA~RY Pi.AT HAYE E~EN
r ME OR UNDEFt MY S[TPERVISION l.N ACCaRi3ANCE Wt7'H THE RLQLIIREMENTS OF
CO[INTY 7ANINC,ISLTBDTVTSION REGULATIC7NS AND TH.E LAWS OF 7'HE STATE OF
. ~~r•~ , ~ ' ,
NEa. D~hTE:
~
iv DREss: ~ - 9r~ 3 A pHnrvE: 92-r~
exFM5 V171 9 3 nmin. "LIP. 9 9~--P L.
i
PART IV
(SIGI+TATLTRE OF FRUPEFtTY OWNERS OR L.ET['ER OF AUTHORi2ATIC]N)
I, THE UNT]E:RSIGNEI7, S WEAR UNDER PENALTY OF PERJUR Y THAT THE AB OVE RESPC3N5E5 ARE
MAI7E 'I'RI.TTHFULLY AND TO THE BEST OF MY KNDW'L,EDGE,
1 FUFtTHER S WEAR 'I'HAT fi AM THE C]WNER OF RECflRD ❑F 7'RE AItEA PROPQSED FUFt THE
1'REVIOLISLY II)ENTIFMD LAND U5E ACTTC.7N, QR, TF NOT'THE OWNER, A ITACHE D HEFtE WITH IS
WRITTEN PERM155IQN FtOM THE QWAlER AUTH4]RI2ING M7' ACI`IQNS C3N HISIHER I3F-Hr'tLF.
~
~
SIGNED: DA'fE: ~Z-
A~DRESS: PI•IOI~E: JV 7 ~ ~f S
" Z IP: c< -
~
SIGI4rLTURE OF APPL.ICANT OR FiEPRESENTATIV~ ~ DATE
STATE OF WASHTNGTClN }
} S5:
C(?UNTY OF SPC)KANL )
SIGNED ANI} SWCIIiN `I`C)JAFFIRMEI] BEF4RE ME QN THTS DA'f OF
cJ e, c1 s T , 1992.13Y ell S C- ~"F~C eL
-
rroTARY sEA. ~~--'170..~
}
Notaryr Publfc in and for Lhe Srate Qf WaShing[on
FdeSiding at; S 1~ ~ e1
My appointmcsi[ expires:
.PA.RT V
('rO BE Cqlvrnr.ETED BY THE PLAIVNiIVG DEPARTMENT)
DA7`E 5 tJB MT'I'1'ED:
DATE ACCEP'IED: BY:
TQ`T`Ai.. F'EES: - FtECETPT
,
P LA n~N~i N G aEPARrMENr
~ i'A ...R' lOn.[ eN9CoAV w44lt
PRELIM7NARY SUBDISG'xSZQ~~ ANl) ZONE, RECLASSIr'ICATIQN
` APPLICATION
~ARx x
A. GENERAL TNFQRMLTID~I;
MAME OF APPLICANT/REPRESEN`I`ATIVE: 'ej lr" ~
`
Ma.Iz.IrrG a.r~D~ss: .5 • 3J 1~' - 9 e~l..,~ Z;_~
CzTY. sra~rE: zrP:
PHONE: (wtirk) (home)
` IF APPLTCANT XS 1+[O`l["" OW7+dEIZ, Ii+ICLUDL WRX"CTEN {3WNER AUTf3C)RIZATION
Ft)R APPLICANT Tfl SERVE A5 REPRESEi`dTATIVE.
LEGAz. awNER's rrAME. %724Z' 6;~a-e4~~ PHarrE: ~27 a 9j-1
MA.ILrc~~ ~DREsS: 5, 1I f 7-- 20>9"%U'1'9 le...
PRCJJECIyPRCJP43SAT.. 51TE AREA (aGres or sq. fi) tL, 4 7 f~ c i~ c
AD1ACF-3'dT PREA OWNF-17 C?R CGNTR(7L[.ETl (acres or sq. It.) 4
AsSEsso~ PARcEL #s OF PRo1EcTIPRaPOsAq5 5 9 7 Y q ° 7
AssEssoR pARCEI. #°s OF ADraCEN-r aREA oWNE-D oR CONrRoLLED
STREET 1~DRES5 OF PR'0POSAL c' N{~' G k'f e ~ Lf e-"~ r{
EXISTIP*IG ZC]NE CLAS5LF1'CATTQi`d(S) tDtylTE ESTABLI5HEL7)
Exrs`rrNG UsE OF PRoPERTY ~ ' ~ . .
PROPOsEn ZaNING rZ u - COMPREHENs~~ PLAN cA-rEGORY U ?..gAt.t
scx4oL DrsTRIcr //n~. o .3.~ ~
FzRE ptsrRICr,. ~v~.rEn Pvv~z vE Y4n W~ C~~
--t+ 5 ' ~ '
, PRQPJSED USE OF PROPER"'Y:
' Single faznily dwellings Dvpiexes ivfuiufamsly dure[lings 00
Manufactureri homes { ) Eusin~.ss ( } Industryal Mixed Use ( )
' C?cher ( ) - IIescri13e: .
LIST PREVIOUS PLANNING DEPARTMENT kCi`IC?N5 INVpLVING TFfIS PftC3PERTY:
s
. B . ~~QA.L_1Z0N~ RR(MASSr~~ICAi"TnN 1N'!='0RMATT0N1..
LC7CATTON C)P PROPOSAL. S e- ~
_ sECrzON TowNsxrP R ANG E
, NAME OF PUBLTC RQAD(S) PRCJVIDING ACCr-SS:
WID"Z"H OF PFtt)PERTY I RCJNTlNG pt*I PUBLIC ROAL1.
, llCIE.S mHE PRC3T'05AL HA,VE ACCES5 TC} AN ARTE-RIAI. aR PLANT1Efl AR`FERIAL YES NQ
~ NAME(S) OF ARTF-RTAL Rf3AD5
LEGAI. DESCRIP7ION OF PROPERTY (Aiuich icgaI cfescripcion si►inp..c1 by Land 5urveyor). INCLl1DE
LEGAL DESCRIlMON F4R ENTaRE AREA T'O BE SLJBDIVIDED UN PRELZtvflNARY SUBDIVISION
MAP ,4ND REQU£5`IED ZONTNG FQR EACH LCIT ANa BLQCK FOR MUL7iPLE ZUNE RrQ[IC-STS.
t i
. •3 ' ;
I M1J ' .
SUBI]IVTSit3N AND ZONE REC,LASSIFTCAT[ON APPLICATIC]N Page 2 of 4
~
IF YpU D4 NOT HmLT3 TITLE TO PRC3PERTY,'WHAT TS YOL]Ft IN1`E RE51' IN I7?
WHA.T ARE THE CaANGED CONi7I"TIONS C)F THE AREA WHICH YC3L1 FEEL MAKE THIS
PRDPOSElT. WARRANTEDry Go 1ix n, ~fav.`.'~- E+,► v.}-S i,i.~
wHAT rMPAcT WrT 1. THE PuoPosED ZONE r~CLAs srFIcATroN HAVE. oN TxE ADiAcENr
I'ROFERTTES?
WHAT FACTORS SUPPQhT TI3E ZO,NE I:ECI ASSIFTCA']`I(JN? TL. v,e Fe-4~ ~ -4-_,
WHAT MEASURF-S DO YC3U PftC3POSE TCJ MITIGATE YC]L.TR PROFQSAL"S IM]PACT ON
SL3RROUNI7ING LAMD CJSE? . c. PRELIMINARY s.~J137~TVrSrON GrNERAL rNrnnMATrn~~
N'LIMBF.It QF LOTS: GRQSS AFtEA: ~ A e- `Z -e--
T'1`PIGAL LdT" S=3: PROI'C7SCD NLT DLNSITY*:
SMAI_LEST LaT STZE: MIN]MUNI FftDN'T'At;.E:
PRC}PC]SED 50C7RCE OF WATER:
Tndividual wells ( ) Publsc sysccFn~ FrivaGe CQmnnunity 5ystefn
Clther ( } - Descnbe: .
,
PROPO5E1J MEANS C7F SE4YAGE DISPOSAL:
Public scwec K Communicy systern Septic tank and draisiCjeld ~ J
'L7oubte plurnbung { } P7ry 5ewer Qthcr
` Describe:
iJTCLITY CO3viPANM-S AN171OR DIST'RICTS TO PROVIDE SCRVZCF TQ 'I'HT5 PRC]POSAL:
Electrici[y: ~ .fl • C~ ' Scwer. • ~
t-
Gas: Watcr: r3 , -,i t,
PhCsne:
DC] YOU, C]R THE C?WNER IN T!-M EVEINT'YQC.1 k7O IVQT OWN'I"HI$ PRL7PER`1'Y, NAVE A.NY
PLANS FOR FUTURE AUI71'r€C]ItiIS, EXPANSIQiV'S 4R FLJRTHER ACTIV1"["Y RELATED "fC} n-iT5
P1:C3PC]SAL? Ycs ( ] Na (6-r IF YES, EXPLATN:
D. MELIMINA-RY SYIR12TVrsTe~~L
-IMPnOvEMrNT rNrOn MATr~~~
LEVEL QF S IkEET IMPRDV'EiViEN7`5 PRC}PQSEID: Prsvate roads C}
Pub11c roa¢s (L3'- Arterial raads Tract X(cacis
DESCRIBE ANY CCJMBIlNA77QN OF ABO'VE:
ESTIMATED TME PERIUD EX'PECTF-i] FC7R GQ]vT.PLETE DEVEF_O?'MEN"I` d?= TH-r STU`!?D:V:S:ON:
J. ~
IS PNASTNG CJF `IHIE FINALTZA'y`ION GF THE SUBDIViSION PRQPl3SEI]? Yes ltilo
IF YES, SHQW PHASII`7G aN THE PRELTivIINARY SUBDI4'ISIQN IvIAP.
T5 I]EI3dCATTON OF LAND FC7R PCIBLIC USE CON7ElafPL.ATED {P:uks, sLhools, etc.}? Ycs No
TF YES, DE5CRTSE:
* NET T]ENSTTY IS UNITS QR LQTS PER ACFtE MINUS PRIVATE ANDlClR PUBLIC RDAD AREA
svnDrVrs~~N AND ZONE REcI-AsSr~CATIaN APPLIcATrON page 3 of 4
.
pART 11
-
'IHIS SEC'TION nFTHE APPLICAnON WILI. PRaVTDE THE PLA,NNIRIG DEFA,IL'1'MEN'T STA.FF Wf'fH
WPITEN VERIECATION THAT TH.E A:PPLICAI*CT HA5 HAD P~'.EI.T1vI1NARY CC]AIS[.PC.TATION WTTH THE
AGENCrES IDEhITiFTED. R:ESULTS DF C'HE PRELIMINARY CC7MSULTATiDN SHALL BE INCORP{]RATE D
IN'I`HE PROPUSAL'8FF'ClRE FTi+1AL ST]BMITiAL TCl THE Pf,ANNFNG DEPA3tT'AENT.
,
FITtE 11+kA,3tSHALL1FIRE I]YSTI2TCT
A. THIS PRC]PDSA,L T5 WITH[IhY FTRE PR{JTECTIt7N ❑I5TR1C"I' ,NC3. +
B. AL7EQTJA'I'E ARRANGEME-MT'S IA,YV (hCAVE NC?T) BEFN MADE TO MEET C7L1R NEEDS
IN P'ftOVTDING FOR AN ADEQUATE ['E2. SYST Etvf ANI7 FACILITIES FDCt FI.R~
~ROTECnar~ PURPosEs. C. REeoMNMrDED FIRE Ft.Ow: ..~~a ;OR uNABzE To cALcULarE Nnw
BECALFSE C3SE IS NOT DEFIMTIVE, ANY] WILL BE I]ETERMIIdED AT BUILDTNG PERNIIT
A.T'PLTCAfiIflN 'I'IME.
l] . REQi]TREMENTS WCL.U].E~"+W-~v.P•' a A,5
5eD
- F3RE D1STR~CT ~ STGNATUREfT'I'T`LE DATE
WATEft I'UFiVEYQEtt A. S.4TISFAG"TQR`1' ARRANGLMENTS FOR DQMESTIC WATER AND FIRE FI.OW
REQ[.TIREMENTS } ~UA,,VE N29> $,~EN MA❑E.
B, REQL]IREIvIENTSICaMIvENTS: ,PjAree r5e- l.usrwuev Qa w,c) ,
P.eoms~.o ucsz.-rr. P,,r.,,Ir aF° 649i' 4 S€:n..ces ~rs4 /f~d s.ra~0c~vof
/ a
WATE.R 17ISTRIC'I' '5%~'6NATi~}REII'ITI..E DATE
cauNrr ENcara~ER '
APRF.LIM[NARY I7I5CUSSIC}N HAS TAKEN PLACE ANL] GENF-RAI.. REQ UfREMENTS FOR Ri3AD5
AND D~'tA]I*[AGE HAV'E BEEN AI5CU5SEI7 WPl H THE API'LICANT.
A. CC]MMENTS: 1- ~
C 11 ~ J I
2'14'1 _crrn°~ rrITL~ DATE
COUNTY UTIi.,I`i'ZL5 '
A PRELINfTNA12Y Y]ISCUSSIQlti1 HAS TAKEN PI...A.CE AND GEN.ERAL RF-QUlREMF_NT5 FOR
' SUB1+rITTA.L DF THIS PROPC7SAT. 4L4,lLR (HA R NO~E~S ~ A''15FIED. Tl~. 'l~ESIGNA''E17
WATER P[IRVEYQR FOR THIS STTE I5 r
A. CoMMENrs: ~ v~•r~. U
~ ~ITLE s7GrraDArE ,
1~ . . - , .
- HEALrH Dzs•mic•r '
A PRET.TMINARY I]ISCUSSION HA5 TAKEhT PLACE AND GENERAL. REQ[3IREMEN'I'S FOR
,
SUBMITTAI. [JF E'HIS PROFOSAL (HAVE) (HAVE NO'I') EEN SATISFLED.
A . COMWNTS :
~
SIGNATCREI ['ITLE ~ DAT9
sEwER PvRVEYan
A PRELTMTNARY DZSCUSSTC7N HAS TAKEN PLACE AN7 C,ENERAL REQL11REMEhTS FOR THE
PROVTSTON (7F PllBLYC SEWER A1iE UNDERSTClOD IIY THE APPLZCAN'F'.
A. C OMMENTS :
STGNbTUREaTTLE llATE ,
' , i ~
P -
, sUBDMsrON.AND ZOrE RErLAssrF16ATIo14 .~PL7cATraN Page a of a
PART IIx
SURVEYOR VERIFiCATioN
E IGNED, A LICF-NSED LAND SLTRVEYOR, HAVE CO1viP~.lETEI~ THE l1~QRM~yTIC3N
v
Z0NING MAF', I.]EGAL I1ESCRIPTION, ANI) PRFT.IIviTiRTARY PLAT HAV~ BF-EN
H~ OR UNDFIR MY SUPF-RVISICIN ]N ACCQRDAAiCE WlTH THE IZLQLTTREMENTS OF
i"" • COUN'IY ZONINGJSUBDI4'X5IOt1I kE-GL1I.A7`iDNS .3..t~D Tf-IE LA1VS OF THE S'fATE OF
~ ' .
NFD: DATE:
~ DRF-sS; ~ . 9 r'O A PxONE: 92-4.
~
ElcPiiMS 7117+ 9 7 ~ pcJ ~C c~ n r~ ~ "1.'IP= 99 2-1 z-
~ - .
I'ARTIV
(siGrrAruRE OF PRaF~RTY OWNERs oR t,E-nF-R OF AurHORIZaTION)
I,'I']HE UNDERSiGNED, SWEAR []N'DEk2 PENAY..T"Y OF PER]]UFtY THAT THE A~OVE RE5POI4fSES ARE
MAllE TRLTHFJL.I.Y AND TCJ THE BEST OF MY KIYOWLEI3GE. I FURTHER 5WEAR TH3T I AM THHE C7WNER OF FtECORD OF THF, AR]EA PROPQSED FOR THE
PREVIC3LISI.,Y IDEN=I1 LAND USE ACTYaN, C?R, TF NOT THE (7WNER, ATI'ACHE-D I-3EkEWITH IS
WRITIEId PERMIS5Y0N F'FtOM THE CIWNF-R ALJTHORT2TNG MY AC TIQNS QN ]HISJHER BEHALF.
~
SIGNEa: DAM AI3F3RES5: 4~?e4x r~ FHONE: 7 ?9
' - . ZIP.
,
~ ~
STCAJR~ OF APPLICANT 4R REPRESElv1TATIY]E DATE
STATE OF VVASHTNGT"ON }
} ss:
COLTNTY OF 5PC?KANE }
SIGNED .4ND SWURN TOIAFFIR.lv1ED BEFaRE ME aN THIS DAY OF
s + , 1992, BY ml i 0 5 C_
u - - .
Nm"I'ARY SEAL ~-~.y►-.-~~-~,,.~
NaLary Public 'sn and Cor thc State of 1'r+'ashingtpn
, . Residing a[: ~ t~c~ k c~~•, e,
_i
;viy agpoin[melit expires'
,PA,RT V
(TD BE CaNrnLETED BY T~ PLArrNtNG DF-PAa-rMENT) I7ATE sUBMn-FEF3:
i
T3A'I`E ACCEPTEI7: BY:
TO'r'AT.. FEES: _ FtECEIFT H.
Rf ~~fl~fl~~~
Li J' r'•' i~J~ ~i ~ ~
i':. i
~ PLpNNfNG DEPARTMENT
~a,....d.~
PRELIMINA.RY ST.JBDIVISION AND zONE RECLASSIFICA.TION _
` A1'~~~CATxON
P A}~'tiT T .
A. GFNFRA _ TNEDEKLILUI:
NA1,E a~ ~PLIcArrr~~PREsENrrATIvE:.
MAfLrr,zc ADaRF-ss: ,3
CITY: STA`FE: ZiP-
PHCJNE: 7- r (t~ar~} ti; c~'~•}~~~ ~hc~rr~~)
IF APPLICANT rS NQ'[` OWNEI2, INCLUDE VVRI'I'TEN C.?WNER AUTI-iO12IZATIC?;t[
F{31t APPI,ICANT TO SERVE AS RPPTCFSENTA"TxVE.
L~GAL owrrER's xA-'NE: %~'/cz PxaNE:
rrtAz1..rr~G ADrREss: . ~ i ~ ~
PRO]ECTIPROFOSAL 5ITE AREA (acres or sq, fE) tl , c,[
ADJACENT AREA QWNMIJ OR CC?NTF'tO[.LEI] (ac:res Or sq ft.) ~~~'7-aIJ
AssEsso~ ~~CF-L #s OF PRQ1EcT/PROPasAqS° Y L) 7
ASSESSDR PARGEL VS OF AT7]ACENT AREA GWNT-l7 OR CONTROLI-Ei]
t
v,
V.
S'TREF-T AUDRESS OF PROPOSAI.
EXzsTrnrG zar~ CLAssIFICA°rION~~~ ~~ATE EsTABusxED7
EXrsrING usE 4F PRa~~RTx ~ ~5
PRUI'C]SED ZC?NING ~ ~ F: ' - ~
CC7MPAEHENSTVE PLAN Cts.'I'EGt)ItY
scxaaL DzsrRrCr • 3~ ~
FruE DzSTRiCr~ WA-TER PuRvF-YoR ,e ~p zgft,~~ ,r `
PROPOSED USE OF PRC?PERTY:
Single family dwellings ( ) Duplexes Mulufamrly dwellings
Manzaffacrund hames ( } Busincss ( ) IizclusLrial ( } Mixed UsG
dther ( ) - Dscrily--.
LTSTPF'iEVf4US PLAKNLNG L)E?P.R1'MENTAC"Z"1{]NS ICti'V(]LVING TH!S PRC]PCR"1`Y:
f
7] . L.E(IrRLJIt'r~lT ftfls~;Lfti.~~C}S'J["`;~~t fC71'rd T~'r~~'f~7~~Ti,~'T~'C'}h-
1C.CICATIG7N OF PkC}P4SAL; S? ~ 7l 7 r• i' f~:- - G~..~ r-,.A.~ }{°Y~L~._
SECTIGN 17 'f'C7WNSHlP !1l- RANGr, ~5~ ~ ~
NAME OF PLBLTG RC)AL](5) PRDVIDING ACCr-SS
wlDTF-3 OF PRQPE-R'FY 1=ROrr rrNG ON Pv13LZC RC7AD• 4' v- c~~ 3.~ Pv Gi
~
DOES THE PR.QP05A~ HAVE ACCESS `I`C7 AN ARI'ERIA.T.. GR PLAhNE17 ARTEk1AL. YE5 (),NCl "
Nr17vM- (S) OF AR'I'EFtTAL It4ADS I.,X-;2:~j 4
' LEGAL. DESCRSP'T'ION OF PRC)PERT'`: (Auach ]ega1 desc:ription stairip+:J tay La>id Surweycrr). JNCLUDE
LEGAL DESCRTIMC?TTI FQR EN"fTRE AREA TO 13i: SllBDIViDED ON PItEI_I?r'fENA.RY SUB1]IVISION
MAP RND REQ1fJ~ES~'ED ZOt*ITNG ~'C?l~ EACH L0~" :~NI] BLJCK FC~R r,4:TTpI.E ZOi~(E,R~.
fJE
'T ~
ty ~ C_ t~a. ~ C. , ~lL~``dF{+-G-t,•~A L7' riC.. ~wr~~~+~r ~~~w`' .
~
b
' 4~ •
SU13DIVISTQN AMD ZUNE REC`.I.ASSIFICATTC3N APPLTCATION Page 2 of 4
IF YOU Di] NC3T HOLI3 TITLE TU PROPE1tTY, WHAT TS YOUR INTE.P-EST IN IT'?
j~ 0-2 ' .
WHAT ARE THE CHANGET? COhlDITIOiNS QF THE AREA WHICH YC3U FEEL. tvTAKE. THIS
PRC]Pt]SAL WARRANTED? c-o~=~, e-s
h. e- ~a v, ~a._ •
WHA'I` rMI'AC"T' WYLL THE PRUF05F-D ZQNE RECLASSIFICATTON I3AVE Qtd TTIE ADJACENT
1'ROFERTTE,S? '
WHAT ➢F'ACTCIRS SLJPPC3Fi7" THE ZUNE RECLA5STFICATION9 i ~p P-4~ 4-a J-Jp,
Lj6t4-L, K.-4`s
WHAT H1EA5URF-5 DQ YC?U gROPOSE TO Ml'l'IGAI'E YQUR PRC]PQSA.."S IMPACT 47N
5l7RROUNDING I.AND USE?
C. PEIELrMZaBv SURDrUrSTON Gr.NFrzar. rNrnnMAT7nrr-
N'UMBF_R OF LC)TS: d ~ GROSS AREA. e-I ' c1 -7
Tl`1'ICAi.. LaT SIZE: V--` 5 PRdPOSED NE-T DENSI`T'Y'`:
S1vfAI..I....EST LOT SIZE: 10,6'0 MWlh9UM I~'ItON'I'AGE° 4-4
PROPQSEI] SOL1RCE OF 1VAT'ER:
Ind1Vidual wells Public systern~ PrivaEc CamrnUnity Systein
Oiher ( ) - Descri6e: 4
PRC}1'OSED TvMA.NS C7F SE"YWAGE I]FSPC7SF+l.:
F'ublac scwer jK Cammunicy 5ysLem SepLiC =k anc( cirainGeld
Doubie PIumhing 3]ry Sewer { ) C7thcr ( )
Descrile:
uTrLr°rY cONTarrrES AND/or~~ pIsTxrCrs rO PRDVInE s~RViCE TO I'rlrs PROPasA..:
Electricity: Sewer
Ga s: WaLer.'~r~,.~~.~n Phane:
T7L) Y(JU, OR THE, OWNER IN THE EVENT YdLT DO N(JT D4'JN THIS PRQPERTY, HAVE ANY '
PLANS FOk FUTURE ADL3iTIUhlS, EXPANSIfJNS Oft 1-LfFtTHER ACTIV]`I'Y RELATED 'i"o n-IIS
I'ROF'C3SAL.? Ycs NIo ( f~-r IF YES, EXPLAIN:
D. J?Rrr,rMINARY SYJBnTVrsTnrr IMPRnVr~~ENT TNFOrr~ATrO~L-
'
LE'4sEL OF S'IREET TMPRC7VEME1*I7'S PROPDSEG: Privaw roadk
Public roads (L,< Arterial raads ( } 1'ract X pa€fs { }
I3ESCRIBE ANY COMBINATIQN OF ABOVE:
G.l A AlF'1L'l d B.:.L+ 1:LYlF- rF-ril`J11 EtRPLCl L:4J Fy/r. COKF LE1 L;. 1JEV F?_OP;Ti rNT -)d' THr" n.iiJf.'e D i Vi SjON.
ts PxAsrxG oF'n-IE FIrrALIzATiara aF THE suBnzVrsIoN PRapoSEo? Yes No cy~
LF YES, SHQW PHASTNG ON THE PRELIMTNARY 5U8DIVISION MAP.
IS I7EDTCA'i"TdN LF L.AND FDR PUBLIC USE CQNTEMPl.AI'ED (T3zvks, schoais, etc.)? Yes No
IF YES, DESCRIBE:
'NET DENSITY iS UNlTS OR T-OTS PER ACRw MLNU5 PRIVATE AND]4R PllBLIC ROAD AR6A.
SLJI3DTVISION AN.C] Z4NE RECLASSI-FICA7.'TON APPLiCATION I'age 3 of 4
PART ~1
THIs ~ECTIorr aF xHE APPLicAflaN wI...L PRavIDE xHc PLANrrwc DEpARTMEN--r sT.v--r- tivr-rH
WRITTEN'JERTF3CATIC)N TI-IAT TH£, APPLIGANT HAS 11AD f'3tELIM1NAR`f CQNSULTATICJN WiTl-I Tt-iE
AGEtw[CIES 1DF-+tTEFIF-p. RE 5[1L'Y'S OF T]EE PRE LIMINAI'tiY COMSLIi.TnTiON SHALL BE 1NC[)R.PORATED TN TF-iE PROF'OSAF. BEFORE FTNA.L„ 5L1BtvflTI`AL TO TFIE PLANNdNG DEPARTMENT.
FTRE MAIZSI-IALLJf+1YZE 17I5`I'f:fC'A'
A. 7'HT5 PRQPC35AL IS WITH1N F[RE PROTCCTIQN 3]T5'T'RICT Nd. f
B. AI7EQUA'TE ARRANGEMENTS WAV (HAVE: NQT) I3EEN MA[7E TQ 1vLE.ET OUR NEED5
IN P12OVZDING F❑R AN ADEQL]ATE WATER SYSTE M A.NI3 FACILI'I'IES H(]R FME
PFtO'I'F-G"I'ION PLTRPC35Ea.
' C. REC0MMENDEn FlltE FLOW: 30D ; OR UNABLE TO CALGLnA1'E N(7W
BECAllSE C]SE IS NQT DE MIT'TVE; AND WtLL L3E DE"CERMiNE:D AT L3L]ILDING PERM1T
APFLTCATImN'IlNffi.
U. REC]UIREMENTS IJNCLUDEF~ 'P- Z+r
~U K9 w 6 . V' G7 j~Ll F,"~ .-T`~C.[ J r-E
FIRE DI5'IRICt - ~ STGNATURElTiTLE DA'TT-
WATETt 1'URVf?YJCL
A. SATISFACTClRY AkR.ANGEMENTS FflR DOME5TIC WATER AAlD FiRE F'LQW -
REQCfiREMENTS ttW5W) &AVE NO'f`~ BEEM M{LDE
B REQUIREM"EN7'SICc7MMEN'['S: u),qrs'I.Y.aJ T eC: I,v.sr4ae-n D,o&Ox-F
o,- ~clr~rr' ~ ..5elra.••re5 .r>sa/f w v.~tfvl
~~r I Q+y L
VVAZER DTMICT` DA"i'E
CC]I,1NTY EiViCINE-Eit
A FRF-LzMtNARv nzScussIorr x~~ TAKE-rr PL~~~ ~ GF-rrF-RAz, RL-QUEREMENTs FoR ROADs
ANll DRAINAGE HAVE 13ELN DISCUSSED WITIi THE tLl'PL.ICANT.
A. COMMiENTS:
C J 1 ~
~ ~
~rcrrA~v ~,~rD~,-rE
CULlN3'Y UTJLI'I`TLS ,
A~REUMfNARY ❑TSCU55I{3N HAS TAKEN PLACE AND GEhICRAL REQUIREMENTS FQTt
SL1BM.IIT'['AL CaF Tf-II5 PRaF'C75A.L -4iAX-6,4 (HA It(3' ' B1:E~I5P.`I'ISF~IEIJ TI-I~ DESIG~lAT`E❑
WA,TEF~ PXJR4'EY4R F~GR TIiIS SITE IS ~I:,7 '4/ S'
t
fl F r(~ /F
edl . ~~~ME-NTS: Alrij ,C F c-
4
F :iv+.b-,.a1t- e-ve4c-~
$IGh`AT[.tEIFiTLE L7ATE
/
11 E A L'I`I-I 1) 1 5`I'R ICT
A PRELTI4FTNAR'Y DISCU55FC]f+f HAS 'I'AKEN PLACEAND GENERAL. REQi.1i.REMENTS FC}R
5UD M1TTTAL OF THIS PROPOSAi. (HAVE) (HAVE ,NOT) F-E, N SATISFIED.
A. COMM-FNTs:
. ~ ~
SiGNA•r~~E/TrTLE ~ DA-rg
SEWi: R l' U RVfs 'k' OR
A. PREI..iIVfINARY DTSCU55IOhV HAS TAKEN F'LACE AN[77 C;ENERAL REQUIRF-1vfENTS FOR TklE
PRO VTSTQN OF PCI$LTC SEWER ARE UNNDERSTOUI) }3Y THE. A.P1'LrCr"1NT.
A . COMMEN'T'S:
SIGNATUREITiTLE DATE
. SiJBDTVTSICIN AND ZON'E RECLASSM GA'ETflN AP1'LICATIC]N I'age 4 aF 4
1'AItT IYT
SL7R'VEYQR VERIFiCA'I`IC]N
E XGNED, A LICENSEI] LA.NT3 SLRVF-YC3R, I-IAWE CC)NPLETED THE iNF4RMATIQN -
'1HE ZONTNG MAP, T~GAL DESCRTTPTTION, AND PRF-LIM[NARY PLAT HAVE BEEN
ME DR UNi)F-R M`( SUPERVI53ON IN ,ACCC7RDANCE W1TH THE RE-Q[]TREMEN75 OF
COC1NTY !ANING(SiTRDTVTSIC7I*i REC'sULA"I'f4]N5 Ar`TD TH.E LA1NS QF'T`KE 5"i'.4T~. OF
(~'I'
, ► ~ ' . r ' r
L__ 1,lii-r..~f~l~.O D!"~~: L3 S c~sc /92-
DRESS: PHd~: ,7~4F~ l~zz
L1
ExPRES 7117s y -3 ZIP. 9 9 'L_f z-
~
PART I'V
(SIGMATURE (7F Pk(7PF-RTl! aWNERS OR LETI"ER OF AUTHCtRILAT30N] .
I, TE-IE LINDEZSI'CiNED, SWEAFt LJNI]EIt PENAL'1`Y {7F PERIURY THAT Tl-fE AHQVE RESPQNSES ARE
MA17E TR&JTHFULLY AND TO THE BEST OF MiY KP+IC)WLEDGE.
"
I~THER S WEAR THAT d AM 1"HE OVVNER OF RECDRD OF TI-IE AREA PRUPOSED FOR THE
PREV TOL]SLY 3DEN=D I,ANI] USE ACTIC}N, CaR, TF N(71' THE OWNLR, r1,TTACFi~D HEk;£ W1TH TS
WRITMN PEkM155I{)N FRUM TFiE OWhTER AUZHQR1ZING MY AC'FIC7Iv'S C7N KISIHER BEHAL.F.
rt
1 e'I
SIGNED: Dn.'[L: g 2-
AD DR Ess: PHaNE: -7 5- /
- - ZIP:
,
STG14ATURE OF APPLICAAlT C7R REPRESENTATIVE DA'1`E
STA"CE OF WASHINC I'ON )
} ss--
GOUNTY OF SPC]K.ANE ~
SIGAdED A3dD S'WCJRN T(JlAFFIRiv1EI] BEFC?FtE McON 'I'HIS DAY OF
cJ s 4 , 1992, k31' FS
L~
1NQTAI`L YSEe4L ~~~~s.r ~ _ .~~Y~'2 `~•c..~-,
~
NaGary Public in and Cor the State of kVashingLon
Resfding at; C~ ~7c1C G, s~
;►~y appcun[me:~C expires' .s'
.PACtT V
("I'O BE CC?]'vDI.ETTED BYTHE PLANtdxNG DEPAftTMEN'I`)
DATE S[,TBMITTE13:
I "
DA'TE AGCEP'I'ED; BY:
?a'CAL FEE5: R.ECEIPT €f: '
, •
_ • , -
. b~
DETERMINATxQN ClF
NdNSTGNrFIC.ANCE - "DNS"
WAC 197-I1-970 and Section 11,10,230(3)
.
SPOKANE EN'VIRC3NMENTAx., C]RDTNANCE
FII,E NUliMETt(S): PE-1677-92; ZE-41-32
DESCRxPTI4N +aF PR[3P(7SAL: ]Preliminary Plat of Hillviery Estates, and Zone
Reclassificativn fram Regianal Business (B-3) to Regivnal Business (B-3) and i]rban
Residentia.l-22 (UR-22) witbin rhe Aquifer SensitiVe Area C3+rerlay zane
AFPLTCANT: Mike Bascetta
S. 3117 B ascetta Lane
Spvkane, WA. 99206 '
(509) 927-7951
L(3GATION OF PR[)FOSAL, generally lncated in rhe Spokane Valiey ort the northeast
corner of 32nd Avenue and Clinton 5treet in 5ection 27, Townshzp 25 N., Range 44
EW"M, Spokane Couaaty, Waslaington.
LEAD AGENCY: SPQKANE CDIJNTY PLANNING IJEPARTMENT
DETERMZNATIQN: The lead agency for this groposal has detezmined that it does nnt •
have a prabable sigauficant adVerse i7npact vn the envirvnmenL An Enviromnental Impact
Statement (ETS) is gA required under RCW 43.21e.430(2)(c). This decisivn was made
after review v£ a evrzapleted envirvnmental checklist and other i.nformativn vn file with ihe
lead agency. This infoz°cnation is aVailable to the public on sequest.
This DNS is zssued under WAG 197-1X-340(2); ttie lead agency wiU not act vn ihas
proposal for at Ieast 15 days fram the date issued (below). Comments regarding this
DNS must be submitted no later than 4:40 p.rni., November 17, 1392, if
they are intended fv alter the UNS.
RESPQN'SISLE C)F'FICIA,L: WALLIS D. HUBBAkl7, PLANNIlNG DIRECTC3R
By: Jahn W. Harringtvn, Jr., Planner 11
Phane: (509) 456-2205
Addres~: Spokane County Pianrung L7epartment
, North 721 Jeffersvn
Spokane,WA 99260 41
DA7`E TSSUEI]-l ~t'.~.~r~,~j,3, 1992 SIGNrATURE: l~
~ RBC~'i~~G ~TVI R~, ~~NS VYE L C C E ATTHE
HEARIlNG.
APPEAL OF THIS I)ETEFtN.INATI6N, a.fter it becomes fina1, may be made tc+ the
SPt3K...ANE COUN i'Y PLANNING DEPA.RT'NIENT, Nvrth 721 Jeffersvn, 5pvkane, WA
99260. '1fie appeal deadline is the sarne as the ahove project's appeal dear]line, being ten
(10) calendar days a.fter the signing vf the decisian tv appr+vve or disapprove the project.
Tfiis appeal must be wnitten and the appellant should be prepared to rnake specific factuai
ohjections. Contact the Planning Uepartzxaent to assist you wi.th the speGifics for a SEPA
appeal.
Th75 DNS WaS Ti7c"iX1ed tD: I . WA DepartmeTli Of ECf71ogy (OlyI7kpl~)
2. WA State i7ept. af HeaIrh
3. Spakane County Health District
4. Spokane County Division EngAneering
5. Centrai Valley Schoal District No. 356
6, Fixe District No. 1
7. Spokane County Water I7istrict No. 3
8. Sgvkane County Air Pallution Control Authvrity
9. Spokane County Parlcs Deparunent
10. Spokane County Boundary Review SQard
11. WA S tate DepartmenC of Transportation
. , 7~ 9o F.r'r`^• - t`~s4 s.. : i :i~' ~~JL.~ ~~I ~ ~ ~ ~7~ Ne
Js ¢ ~ ~ .
s PLANNING DEPARTMENT
pe.kt 46tlxf. LYYFI •6Y96
P!4<E.LIILr4.4NA11..i aJU/SJDIf d4SlOL 1 AND ZilY i+J RJrJCLl.iSSIf lC•tTItlY l r
` APPLICA'TXQN
r -
P ART S
A. QLNERAI, TrrFQR.ha-LrtID~L
a
NAME o~ ~PLzcANr~PREsENrrATTVE, '/e 1 r-f
r~AILINc ADDuF-ss: 5. 3111- CITY: sTaTE ~~P '~'f~04 _
PHC]NE_ 'c~ {horrrc}
ZF APpi.ICr1.I`!`1' IS TVaT OWNEIt, YNCLUDT~ WRITTJEN OWt*1ER kUTHt)RIZA`I'IOi+f
FOR APPLZCANT `CC} SERVE AS ItEPFtESENTATYVE.
LEGAL OwNEu's NA2vM-: pfzoNF•
MAILzr~G AnDREss; 7 d~,
PxorEcTIPRoPOsAL s1TE AREA (acres or sq. r~) ~ ~ q -7 r~ c r~ C ADJACF-I'^tT AREA OVR\rED OFt COtRCf'ftDLLF-D (acres or sq. ft.)
AssESsaR PAz~EL #s OF PRQJEcT/PxoPosAq-51 o ) ` `l c, 7
AssESSou PaRCEz. #'s OF AnTACENT aREA aNvr~D OR CoNT~~LLEa
V STREET ADF)RESS OF PROPDSAL i Nc° R,5 A- 5 'f
~ v.
r EXIS'T'ING ZONE CL.ASSfFICATTOl+d(5) tI]ATE E5'I'ABUSHED) 3
JE7CISTING LJSE OF PRDPEFtTY
PR(]POSED ZON3NG ! a ° ui '°a'~ ,
CQtvIF'REHE1\SIVE PLAN CATEC;ORY U lZBA ~-l
scHoaL vIsTRzeT ;66- . 440
/ a~rER Pr~r~v~,Ya~. ~,n~1~A Wr ~
F~ DIs-rR.i~: rr,e ~v
~ AG r '
PRC)PQSED USE OF PROPERTY: -3
5uigle family dwellings Duplexes 4iulutarnily dweliings (-'10
lvianut'accu.red homes $usincss Indusvial ( ) Nfixed Use ( }
fl[tter ( ) - Describe-
£.iST PkEVIDUS PLANNxfiMiG 1]EPAPTM.ENTAC'1"f(]NS lNVOLV1NG 7H[S FRC7FERT'Y:
~
B. LEGAUZONE A'j Tr7N xNrORMATTca~~;,
LocA~~ON OF PRaPOsAL: S ~ -A -r r A e-f, e- ~ - P~.~ s'ECricN TQWNswYP ...15` AA RAzvGE
NkME o~ PU-BLrc uaAD(s) PRavYnTNc Acer-ss.
w~DTli OF PRaPERTY rRaN-rrrrG oN PuBLrc xaAa:
DQES THE. FRUPQSAT. HAYE ACCE55 TO AN ARTr-RtAL UR PLANhEL AFtTERPAL YES NO
NAMP(s) ~F ARrER1AL RoaDs
LEGAL DESCR1PTI0N OF PR(]PEATY (AtLich 9cga1 descri{iuon siasrapocl by Larsci Stirveyor}. INCLVDC
LEGAL DF--SCRDMOI*1 FC}R ENTIIE P+.REA TC] BI: SUBDIVIS7ED ON PRE LIdvSINARY 511BDIVlSIOiN
MAP AND RtQLI~'.STEU ZC?NT.hIG FOR EA.CH LC]T ANU BLQCK FC7R ivIULTIPL.E 2c)"F'~4 ~QU-CS
. rs~ G~•,..,~~ . ~5 ~
4
, • ' " -
svBDIvrsrON AND ZaNE REc~~SEFIcATraN APPL7CA1 roN p~~e 2 of 4
IF YDCJ Dfl 3*10T HOLD TITLE TC] PROPERTY, WHAT TS YQUR IN`IE, RES'I' IN I'C?
WHAT AR£ THE CHANGEI7 CONDITIC]NS OF THE ARE A WHTCH YCIU FEEL MAIiE THIS
PRC}POSAL WARFtAhITF,T7? r.., ~+L ,,,,,g.,r
I k-~
wHAT ~NiPAcr wuL TIM PRaPOsEm zorr~ ~CLAssrFzcaTIOrr zIAvE Qrr TxE ADr~~ENr
PROPERTIEs? ~ rmP
WHAT FACT'C1RS SUPPORT THE ZONE R.L~'-GLASSIT°ICATIC]iV? _Y L.t voba ~r-~,~ 4-, -Ir1~
ti L) I_F:ix.r.t s7e- vE_ ( a n v~~w..~''S
wxAT MEAsuREs na YOu PRaposE TO Mr~GArE YOuR PRoPosAL's IMPAC-r oN
sURtavNnING LAND UsE?
i 1~ u2~6L v'Q im~.~-~4-
c. PRFjrrvtrnaxv STrRnrVrSTW~J~r.NERAr, r~~~RMATInN~
~~BF-R OF LOTS: GFi.O$S AREA: A t rz .
TYPICAT_. LQT 532E: V- rL s ' P~L~DP:7SET~ NE~' DLNSITY*:
SMAI~LEST LDT ST2E: a~ ~r•~- MINihhUh'f FtONTAGE. 4~0
PRQP45ED SOURCE OF 1VATER:
Individual weEls Public sysi.cm/k PxivaLc; Comirtunity Sysiem
Q ther ( ) - L7esc;ribe; .
FRaP4SED MEANS OF SEWAGE DISPL7SAL:
Public sewer P4 Community sysLem Sepzic wk ar,d ciraiiiField
Uouble plumbing Dry Scwer Oiher
Describe:
llTMT77' C(JMFANFES ANDIOT't DISTRICTS TO PRf7VTDE SERV1CF, TC3 THIS PRDF'OSAL.: ,
r ~ • ~`~z~f
Ele.ctriCity: ~ • Scwcr'
~ ~p~rs,~~'~ 't~,..,.•r '71
Gas: WaLer, r>, en'-~ ~ ;1, Pho"e.
DO YOCJ, OR'I'HE OWNF-k IN TI-CE EVENT YC7U DD NQ7' OWN THIS PROPERTY,1-IAVE ANY '
PT ANS FC]R FCJTLIRE AQI7tTCQNs, E3CPANSIQNS DR FLJRT1-iER ACTIVi`I'Y rtELATEL7 TO Tl-IIS
PROPOSAL? Yes No TF 7'ES, EXFLAIN:
D. puELr rARv STrHDrVr;QrON xMpROvr:WrNT rNrOnMATrON:
I.E'VEL OF 57~'iEET TMPROVEMENTS PRC}FOSEQ: Pi-ivarc r4adS
Public rQads (L-Y'- ELrleri~zl roads T'rac[ J~ ~oar~s
DESCRI13E ANY COMBINAT"IC7N OF ABCJ'►rE; .E5TIMA'CED TIME PER.TOD EXPEC-'t'E-0 FOR COM,E'LETE DEVF1_C+1'1r1'EN7 -nr-".T`?-£E SL'Br`I;'ISsON•
I ~
~
TS PHA5IIv'G fJFTHE FINALTZA'I'IDN OF TIIE SUBDIVISIDIt[ PR[7PCJSL•'D? Ye5 No L~ -
g' YES, SHOW PHASTNG aN TKE PRELIMTNARY SLTEL]1VI5IC)N MAP
IS DF-DICATit3N OF LAND FC}R PCIBLTG L]5E CONTEMPL.4`FED (Parks, sctiools, e« Yes NQ
IF YES, DE5CRME:
* NET DENSITY 35 llNITS QR LDTS PER ACRE N4TNL7S PRIVATE AND1C7R pUBLIC RDAD AFtEA •
r'
BEFaRE THE 130ARD DF C4UN-i r VQM1tiYIS5IQNERS OF SPQICANE C(3IJ, --f, WASHiN'GTON
RESaLUTiON NQ. 94 Q~~a~ .
TN THE MATTER OF ' ESTABLISHMENT QF ) R E S0 L U T 10 N-
31STCOURT } ESTA13 L I S H M E N T 77
COUNTY ENGINEERS FTLE NO. 2432 )
This being the day set fvr the heazing an Spakane County Engineer's Repart on the prapase,d establishment oF
335T CC]URT, proceec3ings for which were initiated by Preliminary Resalutivn No. 93-159I, and it appearing tcs the
Baard on proof duly made that Notice of Hearing' was pubIished and posted in the marujer and fvr the time required by
law, and the Baard after exarrzining the repartiand maps of the Spokane County Engineer and ali cIai3ns and papers on
file and after hearing alI ather evidence adduc.ed 'at the hearing; and
IT FUR'I'HER APPEARING that the rigtrts of way have been deiicated as publia rvad 50 feet wide, and that said
coad is a public necessity and the same shouId be o,pened and estabZished as Gaunty roads.
THEREFaRE EE IT RESaLVEI7 6y the Soard vf County Gvmmissioners of Spokane Coun[y, Washington, that
th e hereinafter describ ed road as reported by the Spokane Councy Engineer an the lSth d ay of ]anuary, 1994, being mare
aarticularly descr'sbed as fo]Ivws:
31SI' Cn[dRT - 50 feet wide, fram the east right nf way line of Clin[oa Street east ta and including cul-
de-sac in Hillview £states RepIat Na. Z,
. k,
Located in the Svutheast Quarter of Section 27, Township 25 North, Range 44 E.W.M.
ind as shawn by the records and maps on file in the pffce of the Spakane Cvunty Engineer be and the same hereby are
:stablished as Cvunty rvad and the same shaIl be known as 31ST CC}URT, Road Fle No, 2432. At sueh time, the r❑ad
uperviso r oF the rvad distriet in which the said road is lacatei is hereby directed ta maintain th e same far pub13c u s e and
ravel.
PASSEp ANrI] ADQPTEa by the Bvard vf County Cammissioners af Spakane Caunty, Washington this 1$th
:ay vf ]anuary, 1994.
- ' BOARD OP CQUNTY CCJMMTSSIONERS
OF SPOKAN OUNTY„WASHINGTON
I
SteVen H n, Chai
. . Chilherg
Patricia A. Mummey
TI'EST; WILLTAM E. DflNAHi7E
C ERK C7F THE BQARD
Y
" D EPUTy . uea~.i~aa7 . - '
+ Cl S S 1 G lY M i'r !7 T
Far security purposes oaly, ~~~w~ herel~y assigns ta
SPC~I~NE Ca~1~fTY', a pcrlit~.cal subdivisiam of the SCaCe of WashingCon, the
EoI lvwing:
Saaings Certificate Nurober
~ ~ a~
in the face amcaunt of I~p~ ~er ,
and held in and by Che .
Bank of ~LLUD iqj-
A I I I le,Y~if~..1 L F Branch
1"his ssi nmenC is made as security far the full and faithfu1 perfarmance
by of certain raads, monuments and drainage
facil ties far 112 . . as specified in the ypica1 section
and roadway lmprovement specifica iona for said project, dated 6- ~
19-~3 and on file in the Office of the 5pokane Cvunty Engineer.
Any interest bene it accrtning under said sa~rings certificate shall remain
t~ae praperCy of ` . Said ssv'inge ceact~.ficate tQ
be reZeased to ' ~ or any other pazty orily with
the prior writte consent an~i eagreement of Spokane Caunty.
PROVTd3ED, FiJRT'fiE;R, the undersfgned does hereby auehvrtze ~j1)1-Jyhk-l UlLp c4
ta pay over ta Spvkane CvunCy all vr asuff3Gient partinn of the monies 1.n the
savings certifieate referenced hereinabove upon wr3tten documentgtlon being
receiaed from the 5pvkane County Engineer indicating Lhat the gsurpases far which
tlie savings eertificate was aasigned have not been ful1y and faithfully performed
as required and a statemenC of thaC amvunt of mvney which the CounGy Engfneer
deetns neeessary [v com lete such obligativn. Upon receipt of such wrieten
documenCation, hereby authoriz es 4 1}pe,H11q-77) A i ILJ JtLg~-
tv ralease tv Spolcane Caunty that amount of money requested up to the maximum-_
amvunt in Che savings certificate:
DATED r-his day of -LM/
~
~ ' : ~r•~~.s~
Secretary
~
DATED this day of ~111~ : ~ •
DEVELDPFR
STATE OF WASHINGrMN ~
:ss
Cgunty of 5pokane }
On this day personaJ.ly appeared befare me ~
to me known to be the individua~. descxibed iaz and ~r vexecuted the wit4~in anc~
faregoiTxg i,nstrument, and acknowledged thalt signed the same as free
and voluntary act and siead, fvr the uses and purpo$es therein raenrioned.
G IVEN UNDER ~~[Y HAPTi? ,~4a'TT~ 0F,:FI CIAL SEAL th~.s day of
[Y 7
' ' - Ni3t81"y l3 liC in A[1d f0r Ct1E Str1 Ce
+ of w shingtar~, esiding at 5pakane
0026p ' ~0 1le +e k1 6okle
oFF1cE oF THE CovNTY ENcD' :z
Spa'kane County, Washington
Date:
T(]:
FROM:
SUB7ECT: Standard ❑rainaF!e Lan=,we for the Derlccation an
1) brainage easements, as platted and shawn hereon, which are for the purpose of installing,
operating and rnaintaining drainage swaIes and drainage facilities tQ dispose o£ ru noff, are hereby
$ranted. The Caunty of Spokane is hereby granted ttie right of ingress and egress to a11 drainage
easements adjacent co the public right of way. T`he praperty vwner shall maintain tlae drainage
swale with a permanent live cflver of lawn turf, wich apcional shrubbery andlor trees, which da
nvt obstruct the flnw and percolation of storm drainage water in the drainage swale as indicated
by the appraved plans.
Z) The owners of Lats & of Block and Lots
, , & , of 81ack , shall be held resgonsible for
keeping open and maintaaning the path of the natural oc rnan-made drainage flow aver and acrass
the property.
3) The graperty owner or his representative shalI inform each succeeding purchaser of all drainage
easements an the property and his respansibility for rnaintaining drainage facilities within said
easements. '
4) Spokane Cvunty does not accept the respvnsibiiity of maintaining the drainage course an private
lots within drainage easements or floadplain areas, nor the responsibility for any drainage,
whatsoeVer, including bnt not limited ta invezse candemnation to any properties due tQ deficient
Constructian andlor rnaintenance of drainage courses in drainage easements on private property.
` 5) 'I'he iowest buifding apening, including basement opening, far any building on Lots
and Block shall be high enough to allow a mznimum slape of 3%
away from the building in 10 feet. All draina,ge sha1S he rvuteci away froan the buiIding to natura1
drainages or othsr iawful drainage features.
6) flevelnpmenc within this subdivision shall conform to the requirements of che Idatianal Flaod
Insurance Program and Gbapter 3.20 of the Speskane Cvtrnty Cade. The Iowest flaor, including
basement tloar, for any structure shall he canstructed accarding ta the requirements of the
Spokane Caunty Flavd Zane regulations in effecx at the time a huilding germit is 155uP.d.
Purchasers of property in this subdivision are vvarned of possihle flaoding or ponding and the
potential requirernent to purchase Flavd Insuranca. This warning shall be carried in each and
every deed drawn to transfer ownership of any and all praperty within this plat in the Area of
Special Flood Hazard. ' .
7} An approVed lvt grading plan exists fnr Lats and
Black , and Lots , , & , Block .
Grading must cor~form t~s said plan an fZe in the +Cvunty Engineer's Office.
8) Spokane County shall nat be responsibte to rnaintain ingress or egress across the fload plain area.
9} The owner(s) or successac(s) in interest agree to join in any County approved Stormwater
hfianagement Pragram and to pay such rates and claarges as may be fixeerd through ,public hearings
ror service vr benefit obtained by the planning, design, constructing, rnaintaining, ar apecativn
of stcrrmwater cvntrol facilities.
10a A statement must appear in the dedicatory language of the plat that individual driveway access
permits be required priar to issuance of a building permit for driweway appanaches ta the County
rnad system. This apprvach sha11 be constructed in accordance with the approwed plan an file
in the C4unty Engineer's ofFice.
1Uasd-dcvlpa41 .dnln
_ -
A 5 S I G N M E N T
For securizy purposea oaly, -1 ].t.~~o C4 ~ hereby assigns to
5~OKANE CC7kINTY, a paliticaZ subdivisioa of Che State of Wa$hingtan, the
f ollocaing;
5avings CertificaCe Number ~
~
in the face amount ❑f
and held fn aad by the
$ank of
~we,rsdu L~l Branch
a
T'his ssi nment~ is made as aecur~,ty far the ful~. and faithful perfvrmance
by 9_~~.'~, c~f certain roads, mvnuments a~nd drainage
,facflities for as specfff.ed in rtte ypfcal section
and roadway iraprovement speciflca ions far $aid preject, dated Apr 4- ,
1913 and on fi1,e in Che Dffiee of Che 5pvkane CaunCy Engineer.
Any interest beae iU accruing under said saWings certtficate shall reffiair~
the praperty of ~ "p . . Said sauings certiFicate to
be released to ~ ❑r any ather party vraly with
the priar writte cansent and agreement af Spokane CounCy.
FR4VIDED, FiTRTHF.R, the undereigned doee herQby authnrize
to pay aver to 5pokaae County al.l Qr a eufficient portivn v£ the monies in the
savings certificate referenced hereinabove upon wriCten dacumentation being
received from the Spvkane County Eng3neer tndicating that the purposes fvr which
Uhe savings eextificate was assigned have aot beeu ful.ly and faf.thfully perfarmed
as req,ufred and astatement vf that arnount of paoney which the Caunty Engineer
deems necessary to com lete such abligaCian. iFpnm receipC of such wriCten
documentation, Q34~-am hereby authorizes +'J,.14'1~1
to release to Spvkane County thaC amcsunt of money requeated up to the maximunm-
amflunt in Che savings certif3.cate.
D-ATEII Ghis '94 day of A- v(~I 19R93.
~
~ Nr +s ~ ~ y ~..s-
5ecretary
~
DATED this day of 196 QA .
.
DEVELQPER!
S TATE OF WASHINC TON )
:ss
Cyaunty af Spokane )
Ou this day personally appesred before me
to me 3c,nvwn to be the individual descr3bed in a5d--who sxecuted ths iaithin and
fqregoing fnsCrumenC, and acknowledged that 12 , signed the same as fzee
and voluntary act a,nd~ueerd,,, far the uses and purpvses therein mentianed.
. t - .
G IVEN UNDER LKY f-TkND As`ID HOFFICIAL SEAG this ~ day, of 19~
~~Y ~JiL! t~
Notary"Pub].ic in snd far Che State
of Wshington, esiding at Spakane
0026p ~
.
, ,
. ~
- ~ r.~--
-
~ .
.
. ~ .
'D.0.7,
.
~ - - ~
. • ~ ~ .
1~ ' .
~ . -
' ~ • a,~~ ~ ~ ;
" ° ~ . . . . .
A IVQ87 L~5►~5
. .
6EFQRE TNE 60ARQ OF CaUNTY CaMMIS5dDNERS OF SFOKANE C[}l]NTYr WASHINGTd]N
85P-$4-8
TraetS 1R & 2
IN THE MATTER 4F FILTNG THE BINDI'NG )
STTE PLAN 84-8 TRACTS iR AND 2
LOCAYEf7 Itl SECTI4N 27 TO4JN5HIP 25 NQRTH, ) f3 E 5 Q C. u T I 0 N
RANGE 44 E. W. M. , 5POKRNE CO{1N7Y, )
WASHINGTfliV ~
BE IT RESOLVED BY THE B4ARD OF CQ4JNTY CaMMI55IQNER$ OF SPOKA'NE COUNTY,
WASNIAlGTON, that the Binding 5ite Plan of 84-8 Tracts lA and 2 '
that the portion of the BSP of 5ection 27, Township 25 IVvrth, Range 44 E.W.M.
Spokane County3 Wa5h1119tOC11 described as fol ]ows:
Loe 1, Slack 21, MiLL VIEW ESTATES, accvrding to pkat recorded in Volume 9
of Plats, Page 79, in 5pvkane County, washington, EXCEPT the 5autka 214 feet
of ttse Harth 336 feet of the West 122 feee of said Lot l.
ALSQ ExCEPT the East 3G feet of the 5auth 50 feet of said Loti'lr
ALSQ EXCEPT IiILL VTEW F.STA'I'ES Replat No, 1,
ALSG E7(CEPT Chat pnrtsan of Lot 1, Slock 21 of HILI, VIEW ESTATES, according
to p1at recorded in Vvlume 9 of P1ats, Paqe 79, in Spokans County,
washfnqttan, described as folLows.
Segirzning at the eenterline intersectian of 32nr3 Aweraue and Clintofl 5treet
located Yn the 5outheast quarter of 5ection 27, Tawnship 25 Nerrth, Range 44
Eest, w.M.; thence Sauth 89°39' East along the centerline of 32nd Aversue, a
dsstance of 717.25 feetF thence North 0121' East, a distanee of 40 feet tv
the True Point of Beginning which is the 5vuth line of saici Lat 1; therace
North 0°71' East, a distance of 265 feet; therice scauth 84°39' East, a
distance of 190.74 feet ta the West riqht of way 1ine for SFd ND. 27; thenee
Soucherly alang the Wes[erly right of rray line of SR Nfl. 27 ta the
intersectron with North right of way 1ine of 32nd Avenue; thence Nar[h
89°39' Frest along the North right of way line of 32nd Auenue to the True
Paint of Beginning.
ExC£PT begirtning at the Paint of Intersectian ❑f the Nartln line of 32nd
Avenve and the West line of 51; 27x thence Westerly along the North line of
32nd Avenue, a distance of 30 feeti thence defgect 94° right, a distance of
50 feetF thence deflect 901 right, a distance of 30 feet, mare or 3ess to a
pvint on the westerly iine of State Highway SR 271 rhence 5outherZy along
said Highway 1ine, a disGanGe ❑f 50 feet, [mare as lesa. Co the Paint of
Seqinning.
Further shown as ParceT "A" OF SINDING SYTE PLAN NO."9, aecardinq ta plat
xecvrded in Book 1 of Binding 5ite Plans, Page S.
mvre precisely described 7n the Binding 5ite Plan 84-8 7racts IA & 2 dedication,
on the recommendation of the Spvkane Cvunty P]anning Directvr, be, and the same
hereby ~s agproved with the exceptian that the pub1ic rights of way dedicated
in this Binding 5ite Plan wiil nvt by established for maintenance purpases
unti1 the County Engineer has certified that the roads have heen imprvved ta
Gvunty standards and appraved by a separate resolution of the Baard of Gaunty
Commissioners.
Further that the canditivns of appraval to ZE-2-80 {as amended by "Change of
Candition"° Decisaan with PE-1431-83} sha11 appay to 7ract IA and Tract 2 as
well a5 the conditians and dediCatian of the filed Binding Sfite Plan : BSP 84-8.
. b7 05ZJ
• FfSP-84-8 Tracts IA & 2("-- ~
^ Page 2
PasseD Br rHE BoARD rHzs oar aF , 1987.
BORRD OF CC3UIVTY COMMISSIONERS `
OF SPDKRIVE CQUNTY, WASHINGTON
~
OF,
~
.
ATTE57:
WILLIAM E. DDNANUE
C]er f the Bvard
.
gy.
• -1_ - l, . . ~ _
A r '
BINnING SITE P'LAH N9. 8 (cont' d)
7. The sporasor $hall present evidence that the Binding 5ite Plan lies within
the recorded serv3ce area of the water system proposed t❑ serve the
Binding Site Plan. The span$ar shall submit a plan ar docwnentativn for
water facilities adequate for dvmestic use, irriqartioa use and fire
pratectivn use and said water plan sha11 be approved by the water
suppier. Said water plan must haVe been approved by ttie fire protection
district and the appropriate health autharities. The health authorities,
water supplier (pur*teyor), f ire protectian distrfct, and Spvkane County
Fire Marshall, will certify, prior ta the issuance of a tnuilding permit. .
on the face of said water plan that the plan is in conformance with their
requirements and will adequately satisfy their respective needs. Said
water plan and certification wzl.l be drafted vn a transparency suitable
for reprvductioTi. Soth shall be submitted with the nRAF'T Final Binding
Site P1ara.
8, Water service shall ba by an existing public water supply when approyed by
the Regivnal Engineer 4Spvkane3, state nepartxnent of 5ocial & Health
5ervices.
9. Once the Final Binding Site Plan is filed as public record, all buil3ing
gaermit-site development pZans and/or Dxaft Survey-of--Records shall he
reviewed far compliance with the F3inding Sits Plan condit..ions of appraval
and all then current Gaunty regulatfvns priar tc isisuing any building
permit. The aboVe review will be 3nitiated through the County Plannfng
Department and must recexve County P].anning Department appraval befvre
recording said survey-or-record or ar►y ksuilding permit is issued.
10. That a1l building percnit-siCe development plans and assaciated
survey-or-record shalZ be reviewed to assure,
a. that the propo$al campl3es with the ccnditians of apprvval and
current County xegulations and ardtnanCes, and
b. that the pr6posal assures extension of utilities and access t❑ the
adjacent pxoperty (both in and vtttside of the Binding S.ite Plaa), and
C. that the "remaining partion" (that portion of the Sinding Site PZan
not part ❑f said site development pTan or said survey) has the
abil ity ta be developed p►arsuant (a. ) and t h., abvrre.
THAT Tl-TE FINALL BINL3ING SITE PI.AN AEDICATICSN SHALL INCLUI]E THE FOLLOWING
CCJNf3TTIONS THAT "$INI]" THE PROPI.RTY I}ESCRIBEf3 IN SAIL1 DEDICATI4]N Tp THE
BINDING SITE PLAN PRQCESS a GONI]ITIONS, A.ND 5PC}KANE COT,JA?TY BINL7ING SIZ'E PLAN
9R[)INA1+1CE AS ADOPTEF} HEItEINAFTER:
11. DEDICATION
We, the undersigned vested parties of reccrd, being ■
, and (etc.),
da hereby dedicate and "bind" thje prvperty of BINDING SITE PLAN NO. 8tv
the binding site plan praces$ as condttioned and ss prvvided far in the
5pvkane County Btnding 5ite Plan Ordinanca, upvre advgtian vr aa amended
thereafter, and dv hereby agree that said property ia "exempt" frvm local
and state subdiWision pranisivaas as def ined in lvcal ordinance ( s) arsd
FCw 58.17, whfch saifl property is described as being loaated in 1/4
of 5ection of Trnanship N of Range E.W.M. of 5pokane
County■ washington, being mare apecifically shown herean and described ae:
(the legal surveyed descriptivn)
, being acres.
5
12 ."Warning" : 5gakane County has not reviewed vr apprvved "individuaT
buiiding sites, individual site access, individual drainage, individual
water, individual sewer availability tar other individual utility
irrsprvvements. Spokane County has nQt determined that future building
sitss comply with the 5pokane Caunty Zoning Ordinance or ather
developmental rules or regulatians applicabPe tcr site development.
2
• „r, -~~y~
~
$IY+1DI1dCa '~JZ'1'Ei PLAN NO. 8 (C.`L7llt'd)
12. {Cont'd}
Spokane Cvunty in recarding the Binding Site Plan makes no guarantees as
tv the perfvrmance of required impravement. This Btnding Site Plan does,
however discloae ta future buyers the canditions and gu idelfnes by which
future divisians of property arrd bui.lding permits shall be subject to.
obligations far canfvrmance to said reviewing agencies' requirements ansi
conditions 3.mgosed by this Binding Site Plan where nat specifically
defined by canditisans attaehed tv this Hinding 5ite Plan are not in any
case the responsibility of Spvkane County.
NC?TE: wASHINGTOIV i.AWS, 1981, Chapter 292, Sec. 2, provides in
material part:
That the hindinq site plaa and all of ita requirements shall be
legally enforceable ❑aa the rpurchaser or vther persan acquiring
ownership of the lot, parcel, tractf ANLI FRQVYDEn F[FR'f'FiER, That sale
ar trarasfer of such lot, parcel ar tract fn violatfvn of binding site
plan apprvvai, shal] be considered a❑iolation of Chapter 58.17 FCw
and shall be restrained by injunctive activn and be illegal as
provided in Chapter 58,17 FtCW: and
13. That the vwner ar vwners, his heirs, assigns, and auccessors, of property
within this Final Bindirag Site Plan agree ta provida neceasary easement,s
acrvss their property fcr extensivn of utilities anci/vr v,phicular access
ta ar3 jacent praperty (both wi.ttain and outside the Final Binding 5ite
Flan), as appraved by the Caunty Planning pepartment.
14. That any division of land f ar purpases of sale, lease or transferr by the
vwner or vwnera, his hei.re, assigns, and succass❑rs, of praperty within
this Sinding Site p],an shalZ, prior to completion of said tranafer of
ownership, be reviewed and granted approval by the County Planning
Departmet7t Directar ❑r his designee, Said approval is to assure •
compliance with the condition of apprvval, the gar❑visions of the Caunty
Binding Site P].an Ordinarsce, and current appZicable lacal and Btate
regulation5.
15. That any diuisian of land within the Recarded Binding Site Plan shall be
surveyed by a Washinton State licensed surveyvr and filed for public
reevrd prfor ta sa].e, lease or transfer of said division.
NpTE: It is suggested that the spoasor vr applicant cocardinate and
review the intended survey with Spokane County Pianning
I]epartment priar to commarxcing or completing said survey.
Ib. That all surveys fvr division of land within the Final Binding Site PZan
shall include a"b.£nding" referenae to the dedicativn of $inding 5ite Plan
No. 8 and shall identify the surveyed property as "Tract" -(with the next
sequentxal al.phabetical ietter) and identify the rennaining portian as
"Parcel" -(with the next sequerrtial numerical number), as approved by the
County P lannlng Departsnent.
17. That each survey fcrr said division of land shall require the surveyar to
submit to the County Flanning Department a current Rssessar map showing
the surveyed divisian and outlining the "remaining ,portion" in red along
witta a written iegal deserigt3an fqr remaining "Parcel." "Remaining
portion" is that part of the Binding Site Plan that has not been assigned
a"Tract" letter cvde through previsaus surveys.
18. That no building pexmit shall be isstzed ivithout ttaat property having a
legal description of Sindirtg Site Plan No. 8"TracC" (num'her), which
indicates a survey-of-record has been filed for saad pxoperty.
, 19. That the conditian of appraval ta ZE-3-80 (as amendsd by "Change o£
Cnndition" Decision with PE-1431-83) shall appZy to this Sinding Site Plan
and are included as cvnditiorts by reference. (See attached "EXHTBIT A" of
8SP-84-8 an amended copy of Board-`of County Commissianers ResoZutifln Nra.
BO-0681).
20, That the prvvisions of Spokane County Ordinances that are current at the
tine of "Building Permit Site Development Plan" review shall be
applscable.
3
BINDING SITE PLAN Nq. 8 4Cont'dy 20.That the provisivns of Spvkane County Ordinances that are cusrent at the
tine of "Building Permit - Site I]evelopment Flan" review shall be
applicable.
21. That all buildang permits within thfs 9inding Site Plart shalZ be required
t❑ have lead agency apprava3 $ram the Caunty Planning Department for the
building permit -"site deve3opment plan" compliance with the COTSd1Ci01'15
of approWal and a11 other applicab2e County regulations prior to issutng
said permit.
NOz'E: It is suggested that the aptansor ❑r applicant covrdinate and
preview said plan rvith the County Planntng Department prior to
cammencing or c0mpleting work pn the buildfng permit -"site
develvpment plan."
22. That each building peruLit - site developmetat plan review sha11 a$sure that
the "remaining partion" or Binding Site Plan Ko. 8"Parcel" -(letter)
does retain the ability ta be devslaped pursuant the conditions of
approval and current regulativns and standards {such as access, utiiities,
setbacks, and others}.
23. That private raad maintenanee and access agreement(s) shall be required
and fiied fvr public record with the County Auditor when vehicular access
acrvss adjacsnt praperty is required, privr tv issuing abuilding permit.
24, specific utili.ty Ivcations or easements sha11 be apprvved by the utility
❑am,paray and sha1.L be determined in c❑njuaction with the issuance of a
building permit for canstructivn on asy division within the 8ivnding Site
Plan, prior to issuing abuiiding permit for said site develvpmerit plan.
25. Frior to recordiny of the Sindinq Site Plan:
A. Prepare raad and drafnage glans fvr 32nd Avenue. Thirty-sec❑nd plans
slzall be prepared in compliance with 5pokane Cvunty fiypical Roadway
5ectivn #1, $rom SR-27 tca C1$nton Raad, Major Arterial Standard.
Rvadway and drainage plans shall be prepared far 32nd from SR-27 to
Clintan &vad. '
B. Prepare road and drainage plans far Clintan Avenue. Clintvn glans
shall be prepared in cvmplfance with Typical Roadway 3ectiQn from
32nd Avenue to Skyview Avenue. Access 5tandard. Rbadway and drafnage
plans shall be prepared for Clinton from 32nd ta Skyview. Minfxnum
pavement w.fdth on unpaved portion of Cliaton shall be 30 feet. Pave
to existing pavement north of unpaved pcsrtfcan of Clinton. {These
requirements are cvnaistent with Conditions of Approved of ZE-3-84,
Aqriculturak to Ccmmercial.
25. Prior to Issuance of a Huilding Permi.t:
A. Access pe rnits far approaches tv the County Road System shall be '
vbtainec3 fram the 5pokarte Cvunty Engineer.
8. Rvadway imprvvementa must bs cvnstructed aZong C1inton Rcad and 32nd
Avenue.
C. Sidewalks are required ta be canstructed alang 32nd Avenue and
Clinton Raad.
D. The timi.ng vf roadway and sidewalk imprvvements wi21 be at the
discretion of the County Engineer and shall be covrdinaterl with each
phase of prvperty 'deVelvpment.
E. Applfcant shall suhmit, for appraval of the Caunty Eng$neer, access
and cirainage plans.
F. The applicarat shall submit fsar agproval by the Spokane County
Engineer and the Spnkane County Health E3istrict a detailed cambined
vn-site sewage system plan and surface water dispcasal plan for the
entire project.
4
~p , , r~.~r ~_J
_ ,
8INDING SITE PLAN N4. $ IComt'd] .
G. A parking plan artd traffic ctrcu3ation plan shall be submitted and
appraved by the Spvkane Engineer, The design. Iacatian, and
arrangeraent of parking atalls sha1A be in accordance with standard
traffic engineering practicee. Paving or surfaciag as approvsd by
the County Engineer, will be required forc any porticn of the praject
which is ta be accupied ar traveled by vehiGles.
H. The word "applicant" shall incTude the ❑wrier +or awners of the
prvperty, hi.s heirs, assigns, and successors.
1. The construction of the road impraWements stated herein shall t,se
accomplished as apprqved by the Spflkane Caunty Engineer.
~
J. All reguired imprvvements shall canform to the current State of
Washingtvn Standard S,pecificatinns for Road and 8ridge CGriStrtlCtlot°r, •
and ❑fi.her applicable county staadards and csr adopted reaoZutivns
pertaining tv Road Standards arrd 5tormwater Marsagement in effect at
the date of constructivn, unless otherrwise aPPrvved by the County
Engineer. :
K. Rdadway standarda, typfcal roadway sections and drainage p1an
requirements are found in Spokane Board of Caunty Carrmissioners
Resalutian No. 84-1592 as axnended. ~
L. Pravisian must be mar3e for an alterraate access paint to Parrcel "A" an
32nd Avenue. This access shal,l be approxinately 104 ft. east of
Gli,nton Street.
27. That the vwner or owriers, his heirs, assigns, and successars, of any
"Tract" within the Final Binding Si,te PZan is responaible for installing
any water system and fire prvtectian deVices pursuant the Sinding Site
Flan appraved "Water Plan" priar tv issuance of any buiIdfng permit.
~ unless other separate carstract(s)/agreezaent(s) have assigrned that
respansibility to anather party. Sp❑kane Cvunty wilJ, nmt be responsible
far installing such iasgravements.
28. That prior to issuing a buildi.ng permit evidence shall be sutzmitted by the
buildi,ng permit applicant to the County Planning Department that fire
protection and civmeetfc water i.s available to serve and protect the
individual "Tract" and its imprCaVemetlts r which incluc3es agpraval fram the
~ water district/purveyar, the Fire District and the Caunty Buildinq &
6afety Department (Fire Maxshal).
29. Agproval of emergency Vehicle access shall be requfred t~y the Spcskane
County Huild#.ng & Safety (Fire Marshal ) and $pplicable Fire Itistrict privr
to issuance of a building permit.
30. That 1andscapinq and/or screening will be required adjacent SR-27
right-af-way aa approved by Spakane Cvunty Planning Departa►ent and as
determined thrvugh propvaed bufldiag permit site plan reR►i@wa wh8re the
purpose of ssid isnprovements ia to assure pararanent aesthetic impravements
necessary to preWent "unsightly ViEWB" fram said State Highway with the
~ interit of maintaining "pleasingT aesthetic niew" fream the freeway. That
each fndividual tract of the Bindang Sfte Plara will be reqvireri ta have
made said impravementa in cc+njunctian with issuance of a building pexmlt
or required tv bond for said improveraents. r
, 31. The applicant shall pravide a perfaranance band ta Gover the cost of the
requared landscaping and/or screening priar to release of building
permits, if said isnprovemerits have racrt been made vr insta],Aed.
32. That subject prvperty slnall be lighted in a manner whicYa will nvt praduce
~ undue glare vn adjoining residential praperties, and onto SR-27.
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• .4SSIGNM_ENT
Fvr security purposes auly, _ {develvper}
hereby assigns ta SPOKANE CCIUNTY, a pnlirical subdivision of tbe Scace of Washingtan, the fo1lowing:
Sarnngs Certificate Number
in the face amount of $1.000.00
and held in and by
Bank of
8ranch
(bank address)
'Ihis assignment is made as security for the fuil and faithful perfartnance hy
_ (daveloper)
of r,ertain drainage facilities and sod fvr L.C)T BLQCK , HIL1r.VIIE'W E5'T R,EPLAT N02 (Flat) Plat # P
1677 in accorciance with the drawings: and specifications as subautted tv and appresved by the Spvkane County Engineers
office an (date) , 194 .
Aiiy interest benefits accruing under said savings cerBificate shall remain the praperty af
- - - • (deVel4pef)
Said savings certificate tQ be refeaseci to
- (deveioper)
any vther part}+ atily with the priar written consent and agreement vf 5pokane Cciunly.
PRQVI']~ED, fiL]R`IHER, the undersigned dQes hereby autharize
. (bank)
to pay vver to Spokane County ali or a sufficient partion of the monies in the ssvings certificate referenced hereinabave
upon written documentativn being received fram the 5pokane County Engineer indicatxng that the purposes for which the
savittgs certnficate was assigned haue nnt been fully aud faithfully performesi as required and a statement of that anzruuc of
money which the County Engineer as required and a statement af thar amount vf tnoney which Che County Engineer de,ems
neces.sary Ta complete such vbligation. EJpon receipt of such written documentatian,
. {developer}
hereby authori2es . (}aank)
to release to Spokane County that amount of money requested ug ta the maximum ameauut in the savings certificate. -
_ (de►+eloper)
shall be respunsih3e for any costs incurred by ths caunty excess of the amount af security.
UATED this day of - 199
BANiC []F
President -
Secretary
T]ATEG this day af , ] 94
~
F?E VELCIPER _
STA'TE QF WASHING'TON )
:ss
County ❑f Sgokane ~
On this day persnnally appeared befQre me ,
ta rne knivwn to be the indirfidual described in and wka executed the within and ivregcring instrument, and ac'knowledged
that signed the same as free and ►+nluutary act aud deed, for the uses and purposes therein mentioned.
GIVEN UNDEk MY HANT] AND O14FICIAL SEAI. this day of , 199
Notary public in and -for the Saate
of Wasbington, residing at Spokaue
k~ltlassign.208
~
ENGINEEI~'S REVIEW SHEET
i - - -
' Date Submitted _ Descriptian ~ Initials ~
#z
t _ ►~'"l~ra ,~'r° ~ -
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~ P~LAT NAMF, Lk) 2- NO. _
p _
STI`f L lSTI'4..a7 DH 1 G
Plai Ct1CC}C 1"'ee A Number of I.ots
~
Road Miles (New)
?vtal Area
MAP
North Arrosv
Scale
~
Legend tijrs OJ6~Lfis~- I . ~ .
Procedures & Equipmenc
Basis oE BeArings
Plat I,aca[ion Fiy ?itle
OfFicial Signature Blvcks
Surveyors Certificate
Road Nanics
Road Widths nda~~~~t Area
!EV 0
Lot & I31oCk Numbers ~ ~ CY~ •
R,+'W Dcdication designaTed
1 Favt Strips ~ - ~
3 RF5 oii GLa [forners ,
Tract X A)
Lot Areas
Bench Mark I I
{Cfasure
~ DEOICATION ~
. r
17escripHion (To Niap)
Description (To Cert)
n-k
' Chvners r`]rs ~~0~`► ~ ~~-~°~,~1 ~ ~
r
a..-~ - -
CertiCcatc to Plat
~ Foot SRrigs ~
RIL7 - CPR Statement Aceess Prahihited ~ .(&6 1"0 ',~Zl 7RCe-k
Rl'W Dcd'scatipn
Drainage L.anguage
F1QOd Irasurance A,lr
I rf
Stormwatcr Management 20$ Bansis -$1,OOQ.0O ea 208 PLANS APPRDVED
Private Road Dac. #'s
Prsaacc Road Warning Road Plans 1 ~ I0-5i~~ 4 6,D`~ 1~
8and Road Imprcr o-, I0,~`7 r`'
+ , / -
Si~;net~ F~y Fngineer (~N 0\ew Bq Na s ~~j ,
! ~ [ cl`~ o~ ~
k4/f(nl1t~ Q7 tll~,~,[`~ ~ [ r-F f4 ~
FAX COVER SHEET
SPOItA1VE COUNTY - EldGINEERS 3rd FL[3C7Ft
FAX # (509) 324 -3478
PHDNE # (509) 324-3478
1025 W SROADWAY SPOKANE. WA, 9926Q I
PHONE # (509) 455-3600 4
I7ATL: 26 Au4ust 93 FAX 926-1323
i
T47 ; Daua Chri stenson
COMPANY: Simnson Encrrs F,
CITY/STATF : i
i
NUMBER OF PAiGES (INCLUDING COVEF'c SHEET): I
.
FROM: Ed Parrv!(Plans Review, x257)
i
SIIBJECT; P1677 - 5ight easement glat language
MESSAC;E/SPECIAL IIVSTRUC'I`IUNS : i
Fer our conversation: generic language far sight easement. Could
reference attachment {Lot Plan} for actua1 darnensivns/location af
easement if it's tvo small tv draw an the face of the plat.
52GHT I]I5T'ANCE EA'SEMENT
Sight distance easements in Lot(s) , , and ~ Block
, as glatted and shown hereoa-►, are hereby granted t❑ Spokane
County and its authorized agents far t'+he sole purpose af allawing
a clear view sight distance triangle ov6r and acrQSs the easements.
The owners ❑f saa.d lots agrec not tv abstruct ar in any manner
allow any abstacle t❑ bl4ck this clear view triangl,e hetween a
height of three ( 3) f eet and a height,r f seven (7) f eet abave the
road pavement elevatian adjacent to said 7.ats. Spokane County and
ats autharized agents are hereby granted the right of ingress and
egress to, aver and fram said easements for the purpose of
inspectian and emergency mai.ntenance of the sight distance area. If
the praperty awner fails t❑ maintain ~,the sight di,stance area in
reasonable eanformance with the appr"iQVed plans Qn file in the
Office of the Spokane County Engineeri,,, a notice will kae given to
°the prvgerty owner. If not cvrrected a~fter ten (10) days, Spokane
Caunty has the right to correct the ma'~ntenance failure or have it
cvrrected. All costs involved wrill be charged to the prmperty
owner.
;
~
. .
F-
r
impson Engineers, Inc.
CIVIL ENGiNEERS AND LAND SLIAV'EYQRS
N. 909 Arganne IRoad • 5pokane, Vllfi 59212
(509) 926-1 322 • Fex: 926-1 323
T0:
SUBJECT:
[3ATE: AGvs-r zdi-: J6)q2,
AiTP<44F,D Fop- 4a uR ezri 291436-b .rtii` PeP-
~
Vnvl? C.~Cv~~ PAMb
•-rr~,re 5t~rs r3 F rNf7i c~ ~ Y) v-~L ~ ~r4►kJ F~5' A 73~l~Ftl L, ~~..SH~.~r'
a'T7~1~J (~APf= dr 77R.Iorl&fitkP.F- . [Ar~'.1~e.JDrni~ STS'Ld'~1~~~ Ca4f~.S" _
•-I+.t7 PP-(-T"Fs esf= .s7?-eGT- Pr.49".l-- i'o~-,nFrc.5 ~ B&rE~- eF s-Ac*-r r,.l eA-c~
~ce1e-CS~
• .r-wa PP-J"-rs oT- "24R" I)RArA,rAGfr- PG►1-Y~! ~
+ bL.D IoT P(h"S d.r►7`~4 VAUit 41E7-"u 1 7Y%-6.C
► Ya koPa r.a"E7 POUIQrS
W~ ~ WU PZaV9n7-EL A 5+6u-r FAS&-y4efJr .9cAcs-5s A- PMT'tct-! OF l-0-F c)
K~,r- A~ALOZ @- 3 d ,-11- CWP-7- qeq-Gt.,jG uA.l7b CGr scJ T8h.1 ~
wc4,-ElbEb r-p-- `ftfPr /[-10 iTr 15
~
SclDWK1 ¢JJ t►4D rV fDVAL. LaT 9 PLAJ 19 rd O c hJ S-rP~"r Pl.04j-#'fe l1V..E
Haweu El?-- w~ -TL{,F- EPr-SeMefQr rs A s~rr srr-L~V / rr fs 5O s"AIZ~
IAlJil W E` &k-E~ F-~--+-~"7?~.1 T Ta I KM4fJ F) E~-~E5-
'Z~ef-,L-Lr R-Pe-51--n.a,~'~ a ~ 'r~-r ~ rW~+r f~t.~--r'°. P~.~~ ~~a.► r~ s~.! T~-~E' C..~+e.x._C AOti]
lSAl_Lr.- Me' ''E7 DIrd.eiS5' 'f34G' Wd RM-f ns= + IS st,.a11M 6F ,PI+,.Y EkSi~uat--w1°']r.
w~~v t U
I''?-GFx 1 ~fa tJ ~
SIgRBd-J~01G C''WPUSTW5010
r
~
~ImpSon Ef'1gif'eefS, If'Ic.
CIVIL ENGfRIEERS AND LA'ND SlJR11EYDRS
N. 909 Arganne Road • 5poka ~je,'WA 99212
(509) 926-1322 - Fex: 92~~-1323
T'O. PAMH t , E. ~
~,~~,.a~ C~~.►.r1-'~f ~JGrw~S ~
SUBJEGT:
DATi E: 9 -9 - 9 ?a ~
~
~ . As P G*~- ~raup- cAtA- T-His R.-a oo,-a • .
~ •
~
~
sSr oF '?P.L)--M.S i
J- s H.jEz~~ li=-bA- 'fv u "►n srftmp ~ KEEP
• ~ s~'~- a F S L^P i Pc5 'Ta P-GTVP-.Q
. .
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5POKA+3E CCtUNTY ENGffstEER
~
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signed-noU C, (2kF'A,%Tel,,J5'6KJ
. ' . • - - - .
Ct- C ~ ~n_Tmr.l Tn
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31 ST CQURT & CI.TNTC)N STREET
SIGHT DTSTANCE A.NALYSIS
~
Far a driver waiting to merge &om 31 st Cvurt vrltra Clinton Steeet, we wi.[ make tfie
fallowir~g assumptians:
7. Dr'rver's eye is 16 feet behind the gutterIine vfGlintan Street. The gutterline isaeet
and the drivei's eye islWeet fram the centerline of Clinton Street.
2, Driver's eye assuumed tca be 3.5 fee# above finished grade, which is apprnximately elev.
2011.7, thus the eye elevatian is 2011.7 + 3.5 = 2915.2
3_ The centerline af 31st Court is at Clinton Street staiian 3+1 6f, sa the drider of the
merging vehicie is at aboul st,atian 3+16;Mj' feet right nf the r„enterliae of Clinton Street.
4. Existing S-aund in this area is generafly flat to gentIy sloping, aPProximate elev 2012
at the intersectionr, with an e.xisting aVerage slope ofabcaut 1 3°/m from south to nurrh.
The natural ground is at eye level abaut 1QW to tlae drivei's k'eR, and is ab€aut 3.5 feet
below the eye 100' to the right, and therefore tioes nmt obs#ruct the vfew af approach+ng
traffic. Clinton Street pavement grades are 2°Ia rnaxaanum downslQpe frarn 1eR ta righi,
with a sag aertical curve at rhe intersection with 31 st Coult. Site distance is limited asily
by abstructions in the lateral plane, not by vertical reUcf.
SIGHT DISTAIVCE TO THE NQRTH (DriVer's right)
Clinton Street is stra.ight to intersectiara wixh Skyview AVenue to the north.
I]istance from driVer`s eye to Skyrriew Avenue centerline = about 390 feet_
I7istance tv see approaching vehicle = appraximateCy 350 feet (see attached sketch)-
SIGHT DTSTANCE TO 'FHE SDCITH (Drivees lefl):
Clinton Street is stcvg'ht to intersectiQn wit'h 32nd A,venue t4 the south.
Distance from drivees eye to 32nd A,venue centerline = ab4ut 320 feet.
I]istance tv see approaching uehicle: approximately 3041 feet (see attached sketch).
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CsvEL ENr,INEERS k LAUp 5URVErflRS
H I LLV1 EL.+' ESTATES REPLAfi ~ti0. 2 LOT- 9' sRrwca~ ~A s~a°~ P~ 9~°-r37?
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CIVIL ENCINEERS AND LAND 'SlJRVEYORS SEP 161993
H. 909 Argvnne Raed ■ Spokane, WA 99212 CouidY Engineering
(509) 926-1322 • Fax: 92.6-1323 ~t414 CK
TQ: ~~wAxc> J P~g-F--f. .Sp-,, P e.
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DATE ; AUG[]S'I` 4, 1993
TD: EA PARRY ~
FRDM : JIM RADKE i .
RE: HILLS VIEW ESTATES [P1577 ) Ed, ,
I am transmitting the technfcians regort f ar a series vf two
percalatian tests perforned last Thursday up in Hills View Estates,
The tests were cQnducted in general confarmance with the "Draf't
Interim 5tandard" with the exceptivn that they utikized fabric
wraQged p z.pe .
The twv tests were performed within reletively close praximity to
each ather (approximately 75 feet apart). The first tESt,
canducted in an 11.5 £vat hvle, readily failed. The second test,
conducted in a15 foot hole, readily passed. The technician wha
abserveci the work recvmmends all.owing the use of dDUble depth
dryraells in this development, but not allawing the use crf singl.e
depth dryurells. I will support that recvmrnendation.
~,~1 E5TATES r, J5; 2V
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rRANsAMERrcA rmLE uvsuRAn+cE cnmly ' •
TIT1S 4k@tCF1 IS RTOYI[fed, without chErrde:1o your ~ informatian. It !s not intended tfl shaW all mette~ rr+lated to tha praperty includirsg, bsu ncst lirraited ~
t[r, area, dimerssions, easBments, enetaschment5, ar , , .
1Qeat:an oE baundaries. It is nat part vE. R4P dQ9S
a[ modify. thn tprttrtsiSrnBnt or palicy to which it is
t
attar.hed Tlie Campeny assumes NO 1PA81[,ITY far 0ny
t [natter rePathd Eo this sketsh, Refer@ncp should he
" mede tn an aer.urate ssirvey Tar further anfnrmativn
" '
F
❑rder NQ.: dS-170630M
Page Na.: 3-3R0 RPT.
EA,3EME1VT AND THE TERMS AIVD CC}NDITIONS THEREOF:
GRANTEE: Pacific Narthwest Be11 Telephone
Company, a Washington corgoration
P[3RPD5E: Place and 'maintain land keepobstacles clear from undergraund
communicatian lines and above ground
closua-es; with right af ingress and
egress
AREA AF'FECTEI] : As insta i 1 ed Qn the abnve desc rihed
praPektY
F]ATEC3: - August 26. 1987
RECORDED: Octaber 9. 19$7
RECDRDING NO. ; 87100,90095
8. NOTTCE Tv THE P[IHLI+C AND T'HE TERMS AND CC1NflZTIONS THEREOF :
GIVEN BY: Spokane C4unty and Larry Guthrie
REGARDING: Agreement ta jain anci particigate in
the farmatian of a Utility LQCal
Impravement ❑istra.ct (ULYD) and
agrceeanent nat tr sign a pratest
petition, provided this candition
sha1l nat prahi,bit the owneYS or
successQrs frrrm objection to any
assessments on said property.
QATED: JciTlLlary 12r 1988
RECt]ROEO: June 13, 1988
RECORDING NO.: 8806130202
TRANS'AMERICA TTTLE INSURANCE Cl3MPAN]C
13y
Juaae Mitchell. Tltle Dfficer
FQr Service nn this order cali:
(509) 922--2222
''aC
~
• i
❑rder No.: a5-170530M
Page No.: 2-3RD RPT.
E?CCEPTIONS:
1. Taxes and assessments, if any, no search having been made thereof, as
ta P'arcel No. 45274.2406.
I
2. Restrictions and eascments as disclased ~y the recarded plat of Binding
Site Plan 84-08. '
3. ❑eclaration af Protective Covenants impvsed by instrument under
Recarding Na. 510474C anci Amendment ' thereto under Reccarding No.
539895C.
4. i]eclaration of Pratective Covenants imposed by instrument recorded on
P,pril 29, 1975, under Recarding Na. 7504290190.
5. EASEMENT AND T'F3E TERMS AND CDNDITIQNS THEk~~OF:
GRAivTEE : The Washington Water Power Company,
a cvrporation
P[IRPc7SE: Right ta - erect and maintain an
electrical distribution line and
' associated fixtures; with right to
inspect; with right to place 2 poles
and 3 anchars with right of sawerhang
AREA AFFECTED. Exact location nat disclased of
recmrd
❑ATEi]: Apri1 15, 1986
RECQRDED: May 3{]. 1986
RECORDING NC],: 8605300190
6. EASEMENT AND THE TERMS ANl3 CONI]ITIQNS THEREDF:
GRANTEE: Spokane Cqunty
PCIRPDSE: A pergetual exclusive easemer,t far
canstructing and maintaining arid all
ather uses ar purp4ses related to a
, sewer system; with ingress and
egress; right ta remove all craps,
baush, grass or trees
AFiEA AF"FECTED: Exact lncation not disclosed of
recflrd
RECOR❑ED: ' April 7, 1987
RECORaING NO.: 8704070300
tcontinuedD
~I
. ` - -
TRANSAMERYCA TITLE ZNSi1RPiNCE CDMPANY
North 720 Argonne
Spokane. washingtora99212
Prepared Fc+r: order No,: DS-170630M
SIMPSON ENGTNEERS INC. Certificate far Filing Prvposed:
ATTN ; pi]ANE HILLV Z EWIESTATES REPLAT ND, 3
N. 909 ARGONNE RD.
Charge; $125.00
Tax: 10.00
Tota i : $13 5 . [3 a
TBIRD ftEP0RT
- PLAT CERTIFICATE
Eff ective Date : November 4, 1993 at 8: Q0 a. m.
In the matter of the subdivision to be submitted to 5pakane County £or
approval, this company has examined the records of the Spakane Cotxnty
Auditor' s ancl Clerk's officcs, and the affice of the Clerk of the ❑nited
States District Caurt hvlding terms in said county. This certifYCate is
made for the purpose herein specified, and is nat'tv be used as abasis far
closing any transactian. Liability is 3imited to the amount paid for thss
certificate. Frorm such examination, the company hereby certifies the title
to the followang described land■ in said Spokane County, ta witc
That pnrti.on ❑f Parcel "A" of BIP3DING SITE PLAiV N[]. $ as per plat
thereaf recarded a.n $aak 1 of Bxnding Site Plans, Page S, describer3 as
follows:
HEGIN at the 5vuthwest corner of CLTNTON ADDITION as recQrded ira Vo.lume
17 of Plats. Page 46; thence South 89°58'00" East, along the Sauth line
of said Clintan Addition. 122.00 f eet tn the Southeast corner of said
addition; thence 1Vorth 00° 12 " 3 4" East alang the East 1 ine of sazd
additian, 234.00 feet to the Nvrtheast caxner of saisi additxon, which
is also an the 5auth line of Lot 2, Black 1 of HILL VIEW ESTATE REPLAT
NO. l, as recorded in Valume 16 of P1ats. Paqe 98: thence sauth
89°58' 44" East, alcang the Sauth line of said Replat, 306.00 feet to the
southeast carner 4f Lat 4. 8lock 1 0f said Repl.at; thence 5outh
0}0°12' 30" West 517.41 feet the North right of way line of 32nd Avenue;
thence North 89° 39 f 00" West, along said riqht of way, 408.05 feet to :
the Beginning ❑f acurve concave ta the Nartheast with a radius of
20.00 feet; thence Northwesterly, through a central artgle of 89°51'30".
an arc distance of 31.37 feet ta the end of curve; therace North
00°12`30" East 281.09 feet t❑ t3ze Paint ❑f Beginning;
Situate an the County 4f Spokane. 5tate of Washington.
VESTET] IN ;
ar~.... "x• ~e_..
1~~-r~~~~P~`ET~~~. a si.ngle persvn, and JQ.SE4MZ~%ftB'~A~S1@ErTtTfA and a ROif"~H,
H SCETTA,,.husbarid and wife.
I
q
Septembex 7, 1993
MEMOR.ANDUM
TQ: P1677 File -to
FROM. Development Services (Ed Par~y}
RS: C1intvn Road Pavernent Section
Hillview Estates Replat #2, phase II
(31st Ave to 32nd Ave)
1. Discussed road section needs with Ch'azck 5impsan (Simpsan Engrs)
fQr phase I and Phase II. Sxnce ghase I will be adding such a
narrow section ❑f pav-ingr (61±), using a paving seetian similar t❑
31st Cvurt wvuZd nvt be practical; the 211/411 section showra in BSP-8
will be acceptable for the section of road frvnting phase I
(station 1+90 to 3+54).
2. The 211/8" road section for 31st Court is based mn recent "R"
values. I nvtified Chuck that the BSP-8 raad section for Clintan
Road fronting pnase II would have to be revised to a section claser
to that recluuired for 31st Court.
~"impsan Engineer3, 1nG.
CIV[L ENGINEER514Np LAND SliRVEYC3R5
N. 909 Arganna Road • Spokane,'WA 99212
(509) 926-1 322 • Fax: 926-1323
TD: go"m-j> PAcE-, PE:
S r~n ~a~ ~~~°~r E~ Gt" ns~--s
SUBJECT: HitLviE-~,j Esrp-r~ -a~-r r.aa, q_ : sTeee7rs
E]ATE* AvGvsY Z,
Amwuin FOP-'leV9- R-PPAnvPL.a.s FeP-'0u?- CaX&nf-r~ DRTero ~r Jx._~ I 93 :
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SPOKANE CDUNTY OFFiCE flF CQtJNTY ENGINEERS
CALCULATlON SHEET
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descriptivn: Taz~Lj. ~ 2-.,,vb Project Na: -"'7??
Colc. by. J OLLLLFa EL-N Date: J 7itle:
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Fercoiatian Test
Clinto Ave
167Y
July , 1993
Jim McLefresh
T,ra perco3etfon testa wexe cv~glete~d by Buddinger a Associatee.
Lacations vf teats are detaiIed in an att~acbed drawing. The first test
was frar a sing].e degth wel~, and th~ eecaatd was a double depth.
Test 41
The raell was ctrilled to a deptb of i11.5'. The tap 21 was eilt
wittt sand aad crqantcs. 2' to 10 ° was val.ley gravei, gravel with sand
and silt. ~.'he 1awer 11 was c~.es~n gravel ~t~ith ~and.
A 101 pipe, covered with febric, was placed inta ths hole. valy 5
minuteo was requirer3 tv fill the whcle.
Uuring the ane houlc soak, little w6ter was required to maintain
the lenel at the surface. The test was danaeled by the corstractar after
the first fifteen mfnsates. Unl.y a small idrap toak place the firat
f if teen minutee.
Tast #3
0115e"~ce The well was drilled to a degt,h oThe same tye af svi3 was
encau~ntered here ag No. T. Tt~e only di was ~f.x f ~t o~ clean
gravel. At eleven feet wa fQUnd the same clean graveT aa in the Tmwer 1
faot of t►ole No. 1. Thie top 2' was silt`with sand and arganics. 2' to
10 °was vaTley gravel, gravel raith sand arsd silt. The loaer 61 was
clean gravel with eand.
A 141 pipe, cvvered with fabric, raes placed intQ the hole.
The one houx eoak was started bnt the comtractar was naable tn fill the
test hale. A tntaZ af 550 gall,ons was dtimped, at a I4-GPH rete, with no
rise in the battam of the pipe.
I terminated t'he at this poiat callinq it a passing test.
Recomandations
Teat Ho. 1 site ahoald pass if tt7e{contractnr would drill it to
the same' depth as No. 2. The contractcr shouZd be gllowed te frtatall
douhle depth dry well at both locatians.t Becauae the teata were
comc3acted with filter fahric we ahonid require the dry we1l.s te
installed with fabria liners.
0"~/~1/1 j
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GitaEER
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S PC) 1-c- A N E C C] U 1",7 T Y
C]FnC6 oF THS COF.TtV'P1F ENGUVEEx • A T]I►f[SION oF'i`HE P[lBLIC Wc7RK5 DErAwrmENI'
Ronald C. Hormann, P.E., County F,n,gineer , TJerunis M. Scott, P.E., Director
~ -
~I
FebrUar-°y I1, 1994
Make B~.~lacetta
3117 S Bascetta Lane
3pokane, Wa. 913206
RE: Hallview Estate5 Replat N❑ 2
F'Y677
F3ear Sir:
Yol_tr recerit r^equest for a bond reduct i vn has taeen r,ecei vet3
by Spokarre Coeanty Enq zneers, d:ae t a the fa 1lowang na act a vn i s
beinq taken at th1s tame. 1) P1at has rrot fxled and the right af
way wil], nnt be ded icat ed t o Soakane Coa_tnty unt i 1 it cives. 27
A1thaLtclh the r,vads haae been acrepted for maxntenance by 5pcskarae
GQunty, due tn non eiedication they do nat appear ❑n colAnty r-oad
maps. UntiI p],at is fi led we wx l1 retain the 10% avnd.
If vvii have any as_iestians, feQl free to call ol_ir, office
Very trLtly yoLtrs,
Rona1d C. Hor•maran, F'. E.
s ne Cpi_inty Engxrreer,
T7av id A. Bert v
F-'lat Campl iance 5i-irveyar
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W 1025 Broadway Ave. Spokane, WA 99250-0170 (509)456-304 FA:C (509) 456-4715 TDD: (509) 324-3166
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4]FFICE [7F THE CC]UNTY EIVGD&ER • A DMSIaN QF THE PUBLIC WL?ItKS I3EPARTMENf
Rvnald C. Hvrrnann, P.E., County Engineer Dennis M. Scvtt, P.E., Director
. Mar•ch 1994
Wd5h1nGtf7fl Ml,taaai Sc`1iJ7nqs Bank
109~o 1Ea S}I7rc~quL
!E~pO I-[ l r3 e, Wa. li9d' 6
RE: H1 llV iQW Ea~.atGS
PI67r'
lmii{4.?
I_7er'r `?A f' IJY' Ma11 am:
PlF?c"1Gre- bE aC'!V i.aC?f~ th~L SaV1i1[]s ~'`+Ss].Q1°1flleTlt nv ?i O!:r
C~E'il]A4E U 31 f~ v v T"'s. =Y7':t -;k 11at -i4?Fl?: f3 Y`n iR d '"s nrsd a~ 7f7C_'1,-Mkt er;
rfo v..,n ao a ~a ci '_Yt i -~s -F:)r, the ab-nve me-at'_oned calat. daY~~ November
24. L99a ~'.~e c1_lri'eT?i.. c7dfll7LEF1t i7f $S, 290. 00 fllay T7OW be S''eled15eiJ.
If yvu have anv ❑uestYons. feel free to ca1l ol_!r amffilce
Verv tr°i_t1 y yvurs.
' Ranald C. Hormann, P, E.
~3pakane C-rsunty ErtgxnePr
,
Lav; d A. Berto
Pi at Camai <<ance 51_Ervevor,
W 1026 Sroadway Ave Spokane, LNA 99260-0170 (509) 456-3600 FAX (509) 456-4715
. ~
OFFICE OF CC3UNTY ENGINEER
5POKAME COUNTY, WASHINGTVN
In#er-office Cammunicaticn
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Frorn
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Farm 327-C R
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23 3011 ST SEWER - $
24 3611 ST SEWER - $
NON ST,ANOARI] DRp,zNAGE ITEMS : ~
~ ~
lAlLPf5 L .P,c.,
$
2 s
3 ~ •
4 $
6 - ~
TOTAL ESTIMATED CflNSTFtiICTION C[3ST;. ~
GUMMENTS ON BOND ESTIMATE:
i
&POAANE CAUNTY ENGINEERING - DEVELOP34ENT ENGINEERIHG SERViCES
HOI+TD ESTIMATE FiDRrfi
PRAJFCT H(f-LV$(% ~5TW WLK42, aATE" fJ
PREPARER PROJECT ND. 77
ITEM # DESCFtTPTION QUANTITY PRICE 'I'O'I`AL CQS'I'
TYPE "Ar' DRYWELL $
2 TYPE "B" DRYWELL ~ $
3 TFtIPLE DEPTH DRYWELL $
- k
~
4 FILTER FABRIC LINING ~
FDR TYPE A &~B ORYWELLS $
5 FTLTER FASRIC LINING
FaR TRIPLE DEFTH DRYWELL ~ $
C
w sACxFZLL FOR DRYw~LLs $
~
7 TYPE 1 METAL GRATE $
8 TYP'E 2 METAL GFtATE $
9 TYPE 3 METAL GRATE ~ $
14 WSdOT TYPE 2 GRATE $
ii WSI]dT TYPE 2 CONCRETE
INLET BASE - UNIT "H" $
ZZ SPQKANE Ca. CONC. INLET ' $
13 4811 PRECAST MANHOLE $
14 SULID METAL LID $
15 D3TCH/208 EXCAVATIQN AD ~ $
16 S" 5T SEWER - $
17 10" 5T SEWER - $
18 12" ST SEWER - $
19 15" ST SEWER - $
20 18'r ST SEWER - ;
21 21" 5T SEWER - $
h
22 24" ST SEWER - " $
~
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STREET QUAIVTITIES
RROJECT NO.- P1677 DESIGNER- DAVE BERTO DATE- 10/21/93
RROJECT DESCRIGTION- HILLVIEW ESTATES RERLAT #2
STREET # 1
NAME- CL I NTON STREET LENGTH- 164.22 FT. W I DTH- 3.00 FT
gEG I NN I NG STAT I ON = 190.00 END I NG STAT I ON = 354.22
ONE S I DE ONLY PW I DTH= 15.00 EW I DTH= 12.00 G?W I DTH= 0.00
I NTER # 1 T I NCLUDED I SW I DTH = 36.00 5K = 0.00 RAD =20. 00
TERM # 1 : CHORGED
TERM # 2 : CHOPPED
I TEM I+'IEASUREMCNT QUANT I TY
SURFACE AREA- 1384.34 S. F.
ROADWAY EXCAVATION 1.00 FT. 51.3 C. Y.
CRUSHED SURFACING TOP COURSE 0.33 FT. 17.1 C. Y.
CRUSHED SURFACING BASE COURSE 0.00 FT. 0.0 C.Y.
ASPHALT CONCRETE 0.17 FT. 17.5 TONS
CURB TYF'E A EXISTING 0.00 FT. PROROSED 151.1 FT.
SIDEWALN. EXISTING 0.00 S. Y. PROPOSED 92.3 S. Y.
STREET # 2
NAME- 31ST COURT LENGTH- 352.02 FT. WIDTH- 36.00 FT.
REG I NN I NG STAT I ON = 0.00 END I NG STAT I ON = 352.02
TERM # 1: CROSS STREET EXCLUDED EW 11.00 F'W 15.00 SK 0.00 RAD 20.00
TERM # 2: CUL-DE-SAC OFFSET PERM RADIUS = 45.00 RADII =:0.00
ITEM MEASUREMENT QUANTITY
SURFACE AREA- 16660. 60 S. F.
ROADWAY EXCAVATION 1.17 FT. 719.9 C. Y.
CRUSHED SURFACING TOF' COURSE 0.67 FT. 411.4 C. Y.
CRUSHED SURFACING BASE COURSE 0.00 FT. 0.0 C. Y.
ASGHAL7 CONCRETE 0.17 FT. 210.6 TONS
CURB TYPE A EXISTING 260.00 FT. RROPOSF_D 542.4 FT.
S I DEWALK E X I ST I NG 158.89 S. Y. PROPOSED 331.5 S. Y.
TOTALS
ROADWAY EXCAVATION 771.2 C. Y.
CRUSHED SURFACING TOF' COURSE 428.5 C.Y.
CRUSHED SURFACING RASE COURSE 0.0 C. Y.
ASPHALT CONCRETE 228.3 TONS
CURR TYF'E A 693.4 FT.
S I DEWALK 423.8 S. Y.
V 7 ~ _
BE3ND E5T F MATE
F'ROJECTTGf677 HT9...L.VXEW ESTATES REPLAT #2 NAME DAVE BERTQ DA"fE 21-pct-93
-----------------__-_-....-_....__..__-...,_.,--_...a......_..._-_-__.._..
I7ftA INAGE T TEir}S UiV I TS GlUAIV ITY P'R TCE C❑ST
1) Drywe 1l - Ty pe A EA 1200.00 0.00
2) Dr,ywel1 - Type B EA 5 1E+00. 00 8000.00
3} Orat e°- Ty pe 1 EA 300.00 0.00
4) Urat e Ty pe 2 LA 330.00 0.00
5) Grat e - TyType 3 EA 5 300.00 1500.00
61 Baekfill For T3W GY 200 15.50 3100.00
73 Coner-at e In Zet EA 700.00 0.00
S) C. M. F'a,pe 10" Dia. LF 22.00 0.00
g} c. M. P~~~ 12" Dia. LIF 25. 50 0.00
10) C.M. Prpe 15" bia. " LF 27.50 0.00
117 C. M. Pa pe iQ" Dxa. LF 29.00 0.00
123 F'recaat Manhale EA 1450.00 0.00
131 5o1 id 1 id ElA 300. 00 0.00
14) Ditchl208 Exeavation CY 80 10. 00 800.00
15) 5od SF IZ. 70 0, 00
1~ON STANDARLI DRAI htAGE I TEMS
13 F ilt er ~abrie F'ar 5 Drywe l1 s L"S 600.00
21 Type 1 C+onc Apron L'S 3OL4. 00
,a] 2 #1840 Wi lbet^t Curts In let s L°S 1500.00
4) Ia. 00
53 0• oiz
6) 0.00
13RAIINAGE SUBTDTAL 15800.00
16) h'9onuments EA 4 180.00 720.00
17) Ba3^fi^ ic,3d e LF 30.00 0.00
18? Street Signs EA 1 80. 00 80.00
pTHER 5l9PTaTAL 800. 00
G E2Rd Z NG, SU RFAC I NG, CURB, AND S I I3EWf1Lli
19) Rough Grade CY 771.2 10.00 7712.00
203 Top Cvurae CY 428.5 14.00 5999. 130
21) Pase CoiAt^se CY 14. 00 0.00
22) As phal t Gorrcret e Tvn s 228.3 44.00 10045. 20
23l Cut^b Type A LF 693.4 6.60 4576.44
24) Curb Type B LF 7e90 09 00
25) Curb Type R LF 7.60 0.00
263 Sidewalk SQ YD 423.8 16.40 6950.32
NaIV--S7AkV❑A RD RQA❑ I `6Eh'15
11 0.00
2) 0.00
3] 0.00
4) o. oet
.........,._e,.,......._-------_....................... - CRAkI]IIdG ANi] SLJFtF'ACING 35282.96
~
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GRANP -~OTAL 51,882.96
~
~
FAX CC]VER SHFET
SPOKANE COUNTY - ENGINEERS 3rd FLOC]R
FA3C # (509) 324-347$
PHOP3E # (509) 324-3478
1026 W. E3ROAL]WAY SFQI{ANE, WA 99260
PHC}N$ # (509) 456-3600
DATE. 15 Sentember 93 FAK 925-1323
TQ: Duane
COMPANY : S imnson Enars
CITYrSTATE :
NUMSEk OF PAGES (INCLT]I]ING COVER SHEET): 2
FROM: Ed Parrv (Plans Review, x257)
~
SIIBJECT; (]~167 - Hillview E$tates ~teplat #2
znage Lauguage for Plat Dedicativn
rEssAcElsPEeiAL INSTRUCTYONS:
Per your requesC.
Please incorporate s 1 thru 5 into the Plat Dedication. s 6
thru 10 apgly if there a flaadplain involved with the site
~
~
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~
*5impson Engineers, Inc.
CIVlL ENGINEERS ANa LAND SllRVEYORS
N. 909 Argonne Raad -Spvkane, WA 99212
(509) 926-1322 • Fax: 9 ~fi-1323
TQ: $F'OK.A.61E ~
SUBJECT: WLL.ulUv.! Xs`rA-rE_S ftE:t'Lt~•~T' N.a•
DA7E:
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CIVIL ENGINEERS AND LANDI'SUaVEYORS
N. 905 Argonne Road ■ Spokane, WA 99212
(509) 926-1322 - Fax: 9 2fi-1323
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Spe YA+7E Ccxr~~ Ewr mrem5 ~
SLlBJECT: htc._V~Ew 4ES7-ATEs ~2~►T ~J a ~ ~ : ~ ~KMwON7Ett Pwaa"a66- Pc,A►J
DATE: MAze.4-i 2-z, r ggs ~ .
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REC E I PT SUM4'7ARY
TFtANSACTION N[]MBER: 'F'93410564 DATE: 09/20/93
APPLICAAIT: MIKE BASCETTA pHpNE-
AbDRESS: 3117 5 BASCETTA LN
SPOKANE WA 99206
CQNTACT t+TAME : MIFtE BASCETTA pHpNE=
TRANSAGTIQN : E'INPiL FLAT
DOC[]MENT ZD . 1) 2) 3}
4) 5} 6)
COMMENZ'S : HILLVIEW EST REPLAT
FEE & PAYMEN'F SUNIIMAkY
ITEM I7ESCRIPTION QUA.t+ITITY FEE AMC3[INT
PRELTMINARY PLATS: FTNAL 1 100.00
TQTAL I?iTE = 100. QO
TOTAL PPiT Ll= 100.00
BALAAICE ❑WING= .00
PAiCNIENT L]ATE P,ECEIPT# CHECK# ' FAYMENT ANlOUNT
04I20193 00002864 1868 100.00
PRDCESSED BY ; KATHY SQUIFtES
PRINTED HY : E{ATHY SQUIRES
~~******~*,~**~~~*****~r**~~~x**~* THA.NK YOi7 *~r~**~~***a~**~****~r***~r**~~*~*~*x~~r
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CIVIL ENGIHEERS AND LAND SURVEYORS
N. 909 Arganna F3oad • Spokaye,1NA 99212
(509) 926-1322 • Fax: 92,fi-1323
TO: ~ CQL~,~.-~,~~~
SUBJECT: ~~ok~~~.LL,~. ~ ~
DATE: a~ . 19 q ~
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L--ARC ;2 10. 7619 I
RAD T AC. S E+0 23 20.0 W
RP 1339.92263 1276. ~3640 21
20 CHQRI] hl 88 51 12.5 W 85.9338 1315.21711 1232. 76644 22
TAN@F'T 5 29 36 40.0 E
RI"F❑ S FiL '14 60 L.] 20•0 C
DELTA 92 48 21.0 RT
RRnIus 15.0000
TAN ts.
L-ARC ,~4. 2965
F2ADI AL 5 26 48 19.0 E I
RP ~ 13Qf7. B05k5 1219. 7'2545 23
22 CHDR4 S iG 47 30.5 W 21.7262 1294. 41729 1226. 48985 24
TAN@F'T S 63 11 41.0 W ~I
RADIAL S`6 48 19.0 E
DELTA 26 50 19.0 R7 _
RADT US 1 25. 0000
TAN 29.8237
L-ARC 58.5528
RAD I AL S 0 02 00.0 W
RP ' 1405. 98532 1170.11988 25
24 cHOR❑ s 76 36 50.5 w 58.0189 12e0. 98534 1170.04716 26
TANcPT N 89 58 00.0 w
26 xNV nt 89 58 00.0 w 47.0300 1281.01270 1123.01716 27
.
LAT & DEF' 0.00446 0.00488
27 HCLOSE IV 47 35 52.9 E 0.0066 i2191. 01717 1123.02205 3
PREC = 1 TD 203979 Na Area
FRQM ANGLE I7 i S7 IVORTH EASI" TD
CENTERLINE 315T CCJURT
pLlT❑ INi1ERSE
START 12..,6. i0564 970.93103 12
12 TIVV S 89 58 00.0 E 199. 1000 1255.98981 1170. 03100 28
RAD I AL S 0 02 00.0 W •
DEI..,TA 59 07 45.0 LT
RAD IuS 150.0000
TAN 83. 3b75
L-A RC 152.1818
RpD I AL S 58 05 45.0 E
RP 1405. 98579 1170.11826 29
28 CHORd N 60 58 07.5 E 145. 7386 1326.71478 1 297. 45825 30
TAN@P'T N 31 54 15.0 E
30 INV N 58 05 4.~'.,. 0 W 25.0000 1339. 92728 1276. 23492 31
L..A7 & DEF" -0. 0046,.., 0.00147
31 HCLOSE 5 17 35 34.9 E 0.0049 1339. 92253 1276. 23640 21
GREC = 1 7'D 77207 No Area
~
1
FROM ANGLE - DIST NORTH - EAST TO
R1677 HILLVIEW ESTATES REF'LAT No 2 PLAT BOUNDRY 4-23-93 D.B.
AUTO INVERSE
START 1@Q►0. 00000 1000.00000 1
1 INV N 0 12 30.0 E 281. 090@ 1281. 08814 1001. 02207 2
2 I NV S 89 58 00.0 E i22. Qt0O0 1281. 01717 1123.02205 3
3 INV N 0 12 30.0 E 214.0000 1495. 01575 1123.80017 4
4 INV S 89 58 00.0 E 306. 0000 1494. 83773 1429. 80012 5
S INV S 0 12 30.0 W 517. 4100 977. 43115 14`7. 91877 6
6 INV N 89 39 00.0 W 408. @500 979. 92377 1019. 87638 7
RAD I AL S 0 21 00.0 W DELTA 89 51 30.0 RT
RADIUS 20.0000
TAN 19.9506
L-ARC 31. 3665
RAD I AL N 89 47 30.0 W
RG 999.92339 1019.99856 8
7 CHORD N 44 43 15.0 W 28.2493 999. 99612 999. 99869 9
TAN@PT N 0 12 30.0 E
LAT & DEP 0.00388 0.00131
9 HCLOSE N 18 40 07.3 E 0.0041 1000.00000 1000.00000 1
PREC = 1 TO 458560 Area = 194751.03 sq ft 4.47087 ac
FROM ANGLE DIST NORTH EAST TO
BLOCK SIDELINE
AUTO INVERSE
START 977.43115 1427.91877 6
6 INV N 89 39 00.0 W 408.0500 979. 92377 1019. 87638 7
RAD I AL S 0 21 00.0 W
DELTA 89 51 30.0 RT
RAD I US 20.0000
TAN 19.9506
L-ARC 31.3665
RAD I AL N 89 47 30.0 W
RP 999.92339 1019.99856 8
7 CHORD N 44 43 15.0 W 28.2493 999.99612 999.99869 9
TAN@PT N 0 12 30.0 E
9 INV N 0 12 30.0 E 211. 1500 1211. 1447` 1000.76645 15
RAD I AL N 89 47 30.0 W
DELTA 89 49 30.0 RT
RAD I US 20.0000
TAN 19.9390
L-ARC 31.3548
RAD I AL N 0 0^c 00.0 E
RP 1211. 07200 1020. 76632 16
15 CHORD N 45 07 15.0 E 28.2410 1231.07199 1020.77795 17
TAN@PT S 89 58 00.0 E
17 INV S 89 58 00.0 E 149. 2400 1230.98517 1170. @179s 18
RAD I AL S 0 02 00.0 W
DELTA 58 07 45.0 LT
RAD I US 175. 0000
TAN 97.2621
L-ARC 177. 5454
RAD I AL S 58 05 45.0 E
RP ~ 1405.98514 1170. 11974 19
18 CHORD N 60 58 07.5 E 170.0283 ~ 1313.49763 1318.68306 20
TANCdPT N 31 54 15.0 E
RAD I AL S 58 05 45.0 E ~
DELTA 241 30 55.0 LT i
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THB GRAftTOR, MiXE 4ASCETTA, atming1Q psrson, and .IDSEPH A. BASCZ'CC'A ANO Fti]3'li
BlISCE'PT'A, huaband ahd w1 Ce,
SRI CRAx'['oR, GAF.RY GuTHRIB, e airsgla persan, r.O, w inr..,i~.r.,+■..f dlvision or property betveQn tenanta iss comm(in
.,a i.,.a..ia.,-I l+n •r divislcn o[ prape[ty bekrrsss► tenantal in eamman i CONt.n Wn Wes.i.i.. s. [AxRY ctl7Htti8, a aSnqla parson,
s,a a.sv ek 0aa eeV 1SIKS dASCET'['A, a ainql■ porsQn, and SOSEFH P. DASCE'f`3'A hNO ERe eait..l•, an.r 1e.a :a ..i.s~. .io-e.a in ime t~rr ar spA-, st .t..r 61.06tifao. 9m1O[hp r1tA i11 e+re. ..n.o.w
e119~ e~ iAR pwIOr 4Frr.ln,
6A5CE'S`3'A, hus~+and and yiLa.~
TihaC parkian ot Pareal "A" a[ SIHaTNC SITr PTJYH HG. 8 aecardinq [a
plat recorded In Haak 1 0[ 4lndinq Sita Plnns, Faqs B tn 5pokano
e~. iee~a.E~ ar~s.aasa .e.~ ..t~e~, ~i~w~.d in ena e~.•~r ar er~`r+. ss~~~ ~•~w~~oev.. ien~n•••1u itt ateor ,cw+r•e Craunty. Washlnsytan, described aa lollnva:
aisso af sh. Irwq.e eh.ro4n. IIaqinnlnq aE khe SauChYeat eorner aC Clinten AddlGian as recerdad
That poCtion a~ Patee~ "A'" ot 9IN4~INC SITE PLI~N HD, 0 aeevrdins~ to fn Yalume SF oC Plats, pege 36: Ct~anca Sauth 99'S8'i7o" East alonq
plat rncardesl !.n Boak Y vT BLnsSfnq SiCa Plans, Pa4g B ln Spak3ne tha South 1LnQ nC Clfneon AddStlnrs a distanea e! 133.00 teat Ca tisa
Ccunty, xaahingian, daseeib;d a■ rallavs: 5outhoart cornrr nf zaid addLkion: thanc• Yiccth 00'12114" East
elong East lina ef said addLCian a dflstanca a; 314.00 feei to tha
- 6oqEnr~lnq aC the 5auth++aat earn4r oeClinian"'Add'!~C'i~on-aa-~raesr9aQ- .-~t~or•Cis~eamt-cosnsr of..aa,id.,.~ddJ.t,l nn, vhfietswi+~.aI,~e an eaa 5asth Yina r-~-
Ln Valums 17 af PTaCs, gegs 46.1 thane• sauth 89'50'00" E++eC aianq ot Lo[ l, Block 1, K411 Vied EsZatas Replat Na. 1 ea raesrdad ln
the 5outh iin* a! Clinton Additlan a dlatance v[ 123.fl0 t4gt t° tha Volume 9 v[ AlaEs, paqe 79; thence South 89'38'00" East elonq Cha
SouLheast eornar o[ ssid additlun: thanca Narth 00'13'70" East 5outh llne ot gaid RepLat a diatanre v! ][I6.00 [set to tho
n1pnq rast YLna aE saSd mdditian a distance o! 114.U0 @ceti ta the SovCheauG cnrnax a[ LaC 4 oC saLd Raeplak vhSch ia tF+e trua peint
Kv[thaast eorner ar s8id eddition, vhich is alsa on eho bouGh Aine QZ baqlnning; thenca SouCh 00'1217b" 4+esE a distancg oC 516.84 laez
oC Lat 2, BloCk 1, 1~~k1 Vigs► Esatatas Replat Na. L a3 reCOCdea 1n tn tho Horth R1qht a[ uay a[ 32nd A~+arsue; ChenCB Sau[h 89'39'06"
Volvme 3 q~' Plats, paqe 79: fihence Sauth B9'S8'fl0" East alanq the La$C alonq said riqht af day Lino a distance o[ 165.11 leeC to the
~ Southvest carner of Tract 7 aC said 9indinq Site Plan Na. 8. tRenca
Sgukh lins af sai+3 ~~Plat ~ ~~~tanca GC 1~'~'~est @ a dista Ce ot HartR DO'Z1°OD" Eask alqnq tha West line oe said TraCt 2 a distarsea
paink o! $e91nn1^9s E~encs Sauih ~0'12'30 0f 64i1.41 [eet tn tt3e HorCtt line af ssid Bindinq SiCe r~lars; Lhenco
516,64 Ceet ta the Naath Rig~st'dt-WaY Q[ 32rtd R~enuz+: Ghsnce Sauth 13$•36
"
North 89'58100" west distance a[ 89.87 feet; [hence Nerth 44'11'41
eg•~g~pp" Esat al orsg sazd Ricyht-oE-~ay line a dlstance os . wese a distance At ~5.70 leet te th~3 SauthaasC riqht o~ way line
lset, to a paint v~rich is 5autri 06'32174" West rrdm the Southeast
cor pF Skyviav Avenua ~+hxch is a paint on nan tanqcnC cur~+e cancave Ca
~gy Q~ S~~d ~~ptat; Chenee HatGh at7'12~34~ ~~gC a dlsCance oC Harthxest hsvinq a radius ❑C 110_a0 Ceet a radial line khr~ s~ad
517.41 leet to tha Sauttseast carner e[ Lat d, 61ack 1 0[ Htll VYe"~ ly ~khru a
Estatea dieplat Hrr. 1: ChenCe tsvCth 99'58'00" W agt aLanq sald HepiaC pryint bears South 44'51'45" East, thenee 5avthxester ~
a distancQ o cQ~yttal anqie aC 37'35156" ars a:e dfstanse oC 5a'.38 feet to the
L]a. "~a [eat ta the true pcs~nt o[ beytnning, I
320(}U0776C.. Nartheast cornec af Lat sBlock 1 of xill vle+r Estates RepLaC rra.
vm~ T~ P~ zn 1: thenCS Sau[h 00' i3'3d" West alarsq said es5t 1 ine vE [.ot 4 a
!r.zJ distanee of 126.98 f+set iv the true poxrst oC beglrsning; SLtuatie Sn
May g, 194~. n"+ p~ tha County at Spokane, state or uasl}' g-on.
~1-OE "SKH~" CNn.6elG . . ~~S}U077 j s]
'vAans [rHaty iress
~ f it~ oarso~ Hsy 5. 1992. Yaod O»
LhFtRY GU -'CNRTB ~',da AM Pd ~.°H•
14 ~j' "S~cir' CHRB6t
~~L-r~'' r.f~- . sco~.~• Cau~ty r..w
L1tE 3SA5CETTA
i M
$TATE ❑f WhS11INCT0'~ i gg• 4
[
~ OS6H P. DASCE"I"i'A
C[SUtiTY DF 5PGKANe
aa NI. d.Y Pfroa~.lfy appn.d G.4e+e tarrr Gut~+ei., ta +s 1m~ ta Br FR. IMlrldw! Bruridd in rd ~a eeeeueed ,4 .{i' J~~ -TY~'1-.'°~CP
rd Kk~isdpyd ~ip`+1~] eM f~+ ~s Mif F~N i+'d wSV+[ory ~'t'S +rd dl+d• Yw iRe
tn. .iehin .a rer.w+n I~tn~+s. eAas Fq l RS]T¢i F1A5CVTTA
we. .d owwsf~ therein BooK I u+~d. )(r■- I
w
Gl..n ~.d# w n-d W'd alfie14l Er01 eA9s' C4 d.Y oF E.Y. 199;,..y ~ ~ .
STATE Or AIJ95t{IFlGTOlt }
'r f e r•~'- ~c ~ss.
-r" - C4UHTY D~ 51~0 K70NE '
~ wfA~T ~61C !n W ler lh- 41a10
rn_ .ir v wuoa ol wWlryian. 01-14lnt .1 "w
r de-er-6vd 19 y.i .6e -iKV1M
4. Ikle d.T C+16w1 l]" MO'e-M heferr XI1. 4iFt![IS, i0 m 4nas~ fa lV th. I/dirldl
lhf ~flh 1n rd fMe+Qalry 1n+tnAeni, rsd nleariNyed [ha! M9 1 gnsd [h. pw.l H hl0 ffea i-.i wl- lur K! rd dr/d. ler 06
_ . ; - ~ _
~
' []rder Na.: ❑5--17Q630M
Page No.: 3
7. EASEMENT AAlD THE TERMS ANI] +CONDITIONS THERE(]F:
GRANTEE: Paci.fic Northwest Bell TelepHane
Cornpany, a Washingto~n carporatian
pURP4SE: F1~ce and maintain land ➢ceep
obstac3es clear fram underground
coelimunication lines and abrave graund
clcssures; with right of ingress and
egress
AREA AE'k'ECTE❑: As~installed an the abave described
praperty
❑ATEO: ' Auglust 26, 19$7
RECQRpEO: ❑ctalaer 9. 1987
RECDRDING No.: 8710090095
8. NaTICE TC] THE F'IIBLIC AND THE TERMS AN❑ C❑NQITI[]ATiS TIiEREOF:
~
GIVEN B'Y: Spakane +County and Larry Guthrie
REGRRDING: Agreement to join and participate i,n
' the formativn of a Iltili.ty Lacal
Improvement District (IILID) and
agi-eement nat to sign a protest
peLtion, pravided this candition
sh~,Il nvt prohibit the owners ar
successars fram abjection ta anX
as~essments on said property.
DATEa: January 12, 1988
kaEC(]RDED: Jurie 13, 1968
RECORI]zNG NQ.: 8865130202
TRANSAMERTCA TITLE INSURANCE COMPAN'Y'
By, -,ep✓ 1---
Dirk Scott. Title ❑fficer
Fo~- Service ❑rs this order cal1:
(509) 922-2222
sac '
i
i
~
.
Qrder No.: DS-170630M
Page No.: 2
EXCEPTIONS:
1. Taxes and assessments, if any, no search having heen made tlhereaf, as
to Parcel No. 45274.2406.
2. Restrictions and easements as disclased by the recorded glat of Binciing
Site P1an 84-08.
3. DecIaration vf Protective ~ovenants imposed by instrument under
Recording No. 510474C and Amendment thereto under Recarding No.
539895C.
4. Declaratiort of Prptective Caversants imposed by instarument recarded on
April 29, 1975, uncler Recording Na. 7504290190.
5. EASEMENT AND fiFiE TERMS AN0 CONDI~IONS THEREC}F :
GF"tANTEE: The inlashington Water Povaer Company.
"a corparatian
Pi7RPC35E: Right to erect and maintain an
eTectrical distribution line and
assaciated fixtures; with right ta
i.nspect; with right ta piace 2 pales
and 3 anchears taith right of averhang
p,REA AFFECTEa: Exact locatiQn nat disclased of
record
UATED: April 15, 1986
RECORDED: May 30, 19$6
RECORDING Na.: 8605300190
b. EASEMENT AND THE TEBMS AND CONTIITIaNS THEREOF:
GRANTEE: Spakane County
PURPf)5E: A perpetual exclusive easement for
canstrucl:ing and maintaining and all
other uses or purpvses related to a
sewer systera: with ingress and
egress; right to remove all crops,
brush, grass or trees
P,REA AFIEECTEa: Exact locatinn not disclvsed of
recv rd
RECORDED: April 7. 19$7
RECaRDING Nt7.: 8704070300
tcontinued4
~
I
I
~ - ~
TRANSAMERYCA i ITLE INSiDRANCE C0lYlPANY
North 720 Argnnne
Spakane, Washingtan 99212
Prepared Far: Order Na.: ❑5-17063QM
SYMPSON ENGINEERS INC, Certifi.cate for Filing Proposed:
ATTN: DWAIN BIN17xNG SITE PI,AIA1 NQ. $
N. 949 AaRGONNE RD.
Charge: ;125.00
Tax: 10.00
Total: $135.00
PLAT CERTIFICATE
Effective Date: Novernber ZQ. 1992 at 8:00 a.m.
In the ma~ter of the sutadivisian to be submitted tv Spokane County for
approval, this company has examined the _records of the Spcakane County
Auditor' s and CAerk' s affices, ar►d the caffice of the C1erk of the United
States District Carurt holding terms in said county. This certif acate ls
made for the ptarpose herein specified, and :'ts not to be used as a basis far
clasing any transac'Gian. Liability is limited tv the amaunt paid f4r this
certificate. Fram sueh examinatian, the company hereksy certifies the ti.tle
to the follawing described land, in said Spvkane County, to wit:
That pcartian of Parce]. "A" of BINDFNG SITE FLAT ND. 8, accarding to
p1at recorded in Sook I of Binding Site P1ans. Page descrzbed as
follaws:
BEGIN at the Svt3thwest corner of Clintcsn Addition as recorded art Volume
17 0f Plats. Page 46; thence South 839°58'00" East along Srauth 1ine of -
Clinton Additivn adistance of 122.00 feet to the Southeast corner of
said additxon; thence tdgrtkr (}4°12' 30" East aZaarg East line of said
addztion a distance of 214.00 feet to the Northeast carner of said
additian, which is also on the 5auth line of Lat 2, Hlmck 1. Hiii View
Estates Replat No. 1 as recarded in V'aiume 9 of Plats. Page 79, thence
South 89° 58' Oi}" East alasag South Tine of sid Replat adistance of
167.30 feet; tv the true paint of taeginnirsg; thence Sauth 00°12' 34"
West a ciistance of 516.54 feet to the •Narth right of way of 32r,d
Avenue; thence South 89°39' a0" East a1❑ng said riglat of way Aine a
distance of 138.70 feet, to a point which is Sauth 00'12"30" West from
the Southeast cnrner of said REplat: thence North 04 ° 12 ° 30" East a
distance of 517.41 feet ta the Southeast corner of Lot 4, Block 1 of
Fiill View Estates RepTat Nv. 1; thence North 89°58'fl0" West along said
Replat a distance of 13$.70 feet ta the tacue paint of beginnir►g:
Situate in the Ccaunty of Spakane, State of Washir►gtssn.
VESTE❑ IN:
a single persvn, and ar~
Aill - ; u_s ahd and wife.
- L continued1
FI
, APR 1 4 1993 ~
a ,i~x' ;
a
S 1~ c~ ~ N U, (D u 1-4 -r -~k-
T'L.r1.ieININC DEPAft'lWfEN'T' WALi.IS L? NUBB.4RIJ. DIRECTDR
MEMQ xi A IV DUM
m Spokane County Division Engineering
Spokane County Utilitics
Sp❑kane Caunty Heafth Distriet
Spokane County Division of Buipdings
Fire 1'rotection District No. 1
Spokane Caunty Watcr District No. 3
Central "Valley Schaol District Na. 356
FRQM: Tammy Joncs, Planner I \1
DATEE: April 14, 1993 ,
SUB.IEC"F: Review of Finai PIat of Hi1lview Estates Replac NQ. 2, k`E-1677-92
Enelosed Iind copics cai thc abavc refcrenccd final pta[. Please revicw and
forward an,y commcnts by April 2$, 1993.
Thank You.
kc
Enclosure
c: Mike Bascetta, S. 3117 Bascetta Lane, Spokane, WA. 99206
Charles E. SimpsQn, N. 909 Argonne Road, Spokane, WA. 99212
rev: 12189
, APR
~2L]r~)t r
WE5r 7026 8Ro,aDwAr AaENvE • 5noxANE, W,A'sNINcraN91260-0240 •[509] 956-2205
. 2
SPOKANE C[Ji]'NTY DIVTSIaN OF BllILDINGS
1. Requirements af Fire I3istrict No.1 neeci to be satisfied during the building pernit
prvicess.
~
SPOKANE COI]NTY AIR PQLLiJ'T`IDN C[71Y~TR[3I. AC.ITHORITY
1. All air pollutivn regulations must be rnet. ~
2. Air pollution regularions require that dust emis ~ ians during c~emvlition, construction
and excavativn grojects be contrvlled. Tl~is may require use of water sprays, tarps,
sprinklers ar suspensian af acrivity during cerrtain weather cvndidons. Haul roads
shvuld be txeated, and emissions from the trans~er of earthen materiai rnust be
cantrolled, as well as emissions from all other construction-relateci activities.
3. All txaveled surfaces (ingress, egress, par9cing a,reas, access road5) mu5t he paved
, and kept clean.
4. Measures must be taken to avoid the depositiflni of dirt and mud from unpaVed
sur~`aces pnto paved surfaces. If tracking or sp~lls accnr vri pawed surfaces>
measures must be taken imniedaately to clean these suz-faces.
5. Debris generated as a result vf this prvject muq be disposed of by rneans ather than
burning (ie, eDnstruction waste etc.).
6. Demolition and renavation projects must camp~y with the requirernents af CFP~ 40,
Part 61, Sut~part M. Intent to L3emvlish and I~enavate fprms a.re aVailable at the
S CA FCA ofF ce.
7. .hll solid fuel burning devices (wpod stvues, pellet stoVes, etc rnust camply wzth
local, state, aaad federal rules and regulations.
8. Failure to rneet SCAPCA regulativns may result in delays, c1osure and crvil andJor
crixninal sancrivns.
. WASHIIVGTON STATE I]EPARTIVIENT QF TRA,NSPORTATION
1. 1'rior to building permits bezng rssued, WSD(3T! requires that building perniit, site
plan(s) are subrnitted to thern fvr reuiew and canirnent.
2. Depending on the size asld intensxCy of this deveTopmertt, WSDQT reserves the rigtit
to reqaire the deveIo~r to ~:onduct a vaffic anai~sis and constnuct the neccessary
rrtitigating measures.
3. When a site plan is suhmitted fvr this develapment that we allowed to review and
cvmrnent an this srte pPan hefore any huiIding pjermits are issued. Depending on the
size and intensrty of this deveIaprnent, WSD{3`T'Ireserves the right to require the
deveioper to cvnduct atraffie analysis and cansti-uct the necessary rr-sitigating measures.
kc r
I'
11192 HEC S[aff Report far PE-1 677-92/ZE-41-92 Page 41
. ,
pravisivn holding Spakane CounrylCYty of Spokane, Spokane iCaunty I-lealth
I]istrict and the purveyoar harniless frotn claimsi by any 1ot/tract pu.rchaser reFused a -
building perniit due ta failure of the plat spanscir ra satisfactorily cQmplete the
appzoved water system.
10. A pubhG sewer system will be made available For the p1atIprvject, aad indivic3uat
service wiZi he pravided tv each lot/tract privr to sa1e. Use of indrvidual vn-site
sewage disposal systems shafl nvt be authorized.
11. A staternent shall be placed rn the dediGation to dm effect that: "A public sewer
system will be made available for the platlproje.;t, and indiViduaI service will be
prorrided to each 1otltract pricrr to sale. Use of individual on-site sewage disposal
systezns sha11 nvt be authorized." i'
12. The dedicatvry language on the plat shall state:: "Use of private wells and water
systems is pr4hibited."
13. `1'he plat dedicativn will cantain astatement to t}ie effe.ct that: "The puhlic water
sy5tern, as approved by craunty and state health authorities, the lacal fire district and
purveyvr, will be installed within this plat, and the subdivider will provide fQr
individual domestic water service as vs+eIl as fire protectaan to each Iotltract prior ta
sale of each Iatlrract."
~
11192 HEC Staff Report for PE-1 677-92IZE-41-92 Page 40
. i i22. The radius of the internal public street shall meet Spakane County Rvad standards ar a
- Design Deviarion shali be reviewed and approvezi by the County Engineer.
SP()KANE COUNTY DTVISiON OF UTiLTTIES
t, Applicant shall make connecrion to public sewer system. Sewer cannectian permit
is required. Plans and specafications are tcs be reviewed and apprcaved by the
Utiiities Department.
SP()KANE COi]NT'X HEALTH UISTRxCT ~
Z. The finaL plat shall be designe:d as indacated vn ;~Xhe prelrminacy plat of recard azadlvr
any attached sheets as nvted.
2. Apprvpriate utility easements shall be indicatedl on Copies of the preliminary plat of
record far dxstributivn by the Flanning 1]epartrnent to the utility companies,
Spakane County Engineer and the Spakane County Health Uistriet. Written
apprvual of the easements by the utility comparries rnust be received pz-ior to the
submittal of the final p1at.
3. Sewage disposal method shalt be as authorized by the Director of Utilities, Spokane
County
4. Water service shall be coordinated through the'Uirector of Urilrries, 5pokane
County.
5. Water service shall be by an existing public water supply when approved by the
Regivnal Engineer (SpQkane), State Department of Health.
6. Privr tQ fiting the final plat, the sponsor sha31 demonstrate to the sarisfae:tivn of the
Spvkane County Health District that an adequate and patable water supply is
aVailable to each 1ot of the plats,
7. Prior to filing the fnal plat, thc sponsor shal1 pr,-esent evidence that the plat iies
within the recortied service area of the wacer system propased tca serve the plat.
8. A plan for water facilities aciequate for damestic use, dvmestic irrigatron use and
fire protectran use shall be approved by the watez- purveyvr. 5aid water plan must
have been apprvved by the fire protecdon dist'ict and the appropriate health
autharities. The health authorities, water supplier (pwrseyor) and the fire pratection
dis[ricC wi11 cenify, prior to the filing of the finaI pdat, on the face of saYd water plan
that the plan is in confarmance with their requxrements and will adequately satisfy
their respe,cbive needs. Said water plan arad cerdficatxon will tae drafted on a
transparertcy suitable for repraduction.
9. Ttee purveyar will also cernfy pnor to filing ttae final plat on a cagy of said water
plan that apprapnate contractual arrangernents have been made tivith the plat spansor
fQr construction of the water systern, in accordance with the appraved plan and 6me
schedule. The time schedule wi11 praVide, in any case, for Lompletion of the ruater
system and inspection by the apprtrpriate health authQriries pr-ior to applicativn for
building permits within the pdat. The contractual au7-angements wi11 inelLide a
~
11/92 HEC Staff Report £ar PE-I677-92iZE-4Y-92 Page 39
11. All public z-oads wivhin the plat sha11 be designed and cvnstaucted to Spokane
Councy standards. _
q 2. 5idewal.ks are required alvng the arterial(s) on
13. The word "aPPlicant" shail include the owner vr owners of the property, his heirs, -
assigns and successvrs. I,,-nL
'
14. ~te Caunty Enginees has desi r~it T ic~j a oadw ection 1Vumber s an6ard
for the imprr~vement of , ur ic s to e const~ct wa in the proposed
deVeloprrienT. `I'his will require the installatiQn of feet of asphalt. The cflnstruction
of curbing `s also required. ~ l 3`
AA+0) 51 D~1w.F1~
15. The County Engineer has desaanate~T ical Roadway Sectivn Nuint~er standard
L~- V ~ 1~! 5
for the ~mprvwem~nt vf~ a~+~?i~~ Ys a~acent to the propased deveiopment. 'This vvilt
requixe the addition of approxzmately fe-e-?62f asphalt along the fa-ontage of the
deVe10pI17e11t. The CC]f]StrIICtIoC] CfF CL1Tb1rig~s alsrr required.
~t +4 +Aru G ra r~~r4t--3~ Q,uS Ma4 ~ rQ- P• ae'~+¢.3 i@t._.
1~a. T}~e County Fngineer has ~~~s' roadway S~:ctian Number~standard
far the improvement of ~whFC~ is~jacenttthe prvposed deaelc~pment. Thas will
require the additivn of approxirr~atelyT~~t o~asphalt alvng the frvntage of the
deuelopment. 'Ihe canst-uction of curbingQ21s~et~ur o~ *L4,'-
17. The proposed subdivision shalI he improved xo the standards set fvrth in Spokane
County Board of Cornmissioners Resolutiora No. $0-1592, as amended, whicdh
resalution establzshes regularions fvr raads, apprvaches, drainage and fees in new
constructivrt.
1$. Tfze County Engineer has exarnined this develvpment propasal and has detemzined
that the irnpacr of this proposal upan the existing county raad system warrants the
deciicatian of additivnal riglzt-crf tiaay and the roadway improvements herein
specified. 312- MV A+,"uVE-
Fe I~~~ ~
~ 19. The Couary Arterial Raad Plan identifes as atarrenal. Thc existing right-of-way
width of feet is not consistent with th7t specified in the Plan. 6n order ta iniplemer+t
the Arte 'al Road Plan, an additron to the required right-o~ way dedxcation, a strip of
pmpert~feet in width along the frvntage shall lae set aside rn reserve. 'fhis
prmperty rnay be acquired by Spokane Caunty at, the time when arterial
irmpraVements are made tQ .32AV 4umJe)E-.
20. There may exist utiliCies, either underground or overhead, affecting the sLabject
pmperty, including property ta be dedicated ar set aside for future acquisition.
Spokane Cvunty assumes na financial obliganvn for adjustments or relocativn
a-egarding these utillties. Ap,plrcant(s) shauld check witn the applicable Lirility
purveyor and the Spokane Cvunty Engineer ta d'etermine whether applicant(s) vr
the utatity is responsible for adjustmenc Qr relvca[ion casts and ta make
arrangemencs f4r any+ necessary wark.
Soecial C'.+nnditianS:
21 The applicant shall dernonstrate that site distance arrd stoppircg and braking can be rnet
fvr xhe intemal public road intersectian wxth Clintan Su-cet
~
11 192 HEC Staff Frepar[ for PE-I 677-921"GE-41-92 Page 38
23. Prior to agpraval of road and cirainage plans, yvu are required to coordinate with
the United States Poscal Service to detem3ine type and locativn of central rnail
delivery facilides which may include applicable easements fvr develvpments of
three or mare homes. '
i
SP[3KANE C[]UNTY DIVISION C}F ENGINEEItI11[G ANI7 RLIADS
Prior To Issuance C3f A BVildine Permit th At The Reauest Of The Countv Eneineer In
Coniunctian VVittt A Countu RQad PraiectlRoad Imnrnvernent District. VVhiehever Comes First'
1. The conditianal apprvval af the plat is given by'the County Engineer subject to
dedication of r'rght-of-way and approVal of the road system as indicated in the
prelimina.xy plat af record.
2. plans, prailes, and cross-sectians as designed to County standards showing
_ prapased street centerline and curb grades shall be submitted to the Caunty
Engineer far approval prior to Ganstructian andlor the filing af each final plat; road
plans to be prepared under the direction Qf a licensei Prafessivnal Civil Engineer.
3. Drainage plans and design caIculatians showing the alignment Qf drainage faciliries
shall be submitted to the County Engineer far approval priar to constructian antfJor
rhe fiIing a£ the final plat. Drainage plans to be prepared under the direcnan af a
licensed Prafessional Civil Engineer.
4. Cansm.ictifln within the praposed public street,s and easernents shali be performed
under the dizect supervisian of a licensed engineer/surveyor, who sha11 furnish the
County Engineer rvith "as-built" plans and a certifcate in writing that all
improvearnents were installed to the lines and grades shown on the approved
construction plans and that all disturbed monuments have been replaced.
5. No Gonsfiruction wark is to be perfarmed within the existing ar praposed public
right-of-way until a permit has been issued by the Cotinty Engineer. All work is
subject to inspectian and apprvval by the Cnunty Eng-ineer.
b A11 consbr'uction within the existang or prvpvsed public nght-af-way is to be
' campieted privr to filing each final plat, or a bvnd in the amount esdxxaated by the
Cvunty Enganeer to caver the cost of cvnstnuetion of impravements, etanst-riictivn
certificafion, "as-built" plans and monumenting the 5treet centerlines shall be filed
with the +County Engineer. .
7. Individraal driveway acces5 perrnics are required priar to issuance af a bualding
permit far driveway apprvaches to ttae caunty road 5ystem.
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. Dedication of of additianal right-of-way alcrng rAwm _
44. A stateznent sha11 be placeci in pIat dedicatiora thac no dixect access be allowed from
lots to c,.,.~Fuvo&) sreatr.
10. Existing county rgads providing direct access to,the plat shalP be paved andlor
curbed to 5pakane County standards.
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11 l`92 HEC Staff Repart far PE-I677-92,I"LE-41-92 Page 37
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14. A plan for water facilztLes adequate for damesric service and fire protection shall be
. appraved by the water purveyor, apprapriate fire protectian drstrict, Caunty
Building & Safety l7eparnnent and County Health Uistrict. The agencies will
cercify on the Water Plan, prior tv the filing of afinal plat, that the plan is in
conformance with their respective needs and regulatiQns. The Water Plan and
certificatian sha1l be drafted Qn a transparency suitable for repraductivn and be
sign,ed by the plat spvnsor. ~
15. The water purveyor shall certify that appropriat';e eantractual arrrangements and
scheduTe of imprvvemenfis have been made with the pIat spon5or fcrr constructiQn of
the water system in accardance with ehe appro►red Water Plan. The time sche,du1e
shail pravide far Gornpletion of the vaater systerai and inspectian by the apprvpriate
health authvriries priar ta appIicafian for building pemuts within the final plat, `1'he
arrangements or agreernents sha11 include a provisian holding Spokane CQUnry and
the purveyor harrnless frvm cla,ims by any lot purchaser recfused abuilding permit
due ta the failure of the sUbdivision sponsar to satisfactorily cvmplete the apprvveci
water system. ,
16. The f nal plat dedication shall cantain the follawing scatement:
"'I'Ile public water sys[em, pursuant to the WaTer Plan approved by councy and state
health authorities, the local fire protection district, County Building & Safety
Department and water purveyDr, sha11 be inStalIed within this subdrvisiora or
binding site plan, and the applicant shall provide for rndividua.t domesnc water
service as well as fire protection to each lot priar to sale of each lnt and priflr to
issuance of a building pennit for each Iot. °
17. No building permat will be issued fQr any lat wathin the final plat until certified try a
Washingtan state-licensed engineer that "the water system has been instalIed
pursuant to the appraved Water PPan far the final plat," irscluding a signed license
stamp. The certification may he 1n the form of a Petter, but is prefez-red tv be
certified an a copy of the Water Plan as a schematic rriap showzng the "as-built"
water systeam.
1$. The Water Plan and the atove four (4) condrtians of appraval regarding the Water
Plan rnay be waived by the Planning Director/designee upan receipt of letters from
the apgropriate water purveynr and #~zre pracecticrn district stating that simple
connections to an existing, apPraved water system wiIl proVide adequate domestic
and fre protection water tv ensure the public hea1th, safety and general welfare.
19. A survey is required prior rQ the ~'iling of a finai plar.
20. Apprvval is requzred by the Planning Directvrjdesignee of aspecific laghting and
signing plan for the deserited property prior ta the reiease of any bur]ding perrnits.
21. A specific landscape plan, planting schetiule and provisians for rnaintenance
acceptable to the Planning Directorldesignee shall be submitted with a perFarrnance
bond fvr the praject prioz- [o release of building pernits Landscaping sha11 be
installed and maintained so that sight drsrance at access pvints is not abscured of
impaYred.
22. Direct light from any exterapr area lighting fxture shall not extend aver the property
boundary. '
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11/92 flEC Staff Repvrt fvr PE- 1577-92ILE-41-92 Page 36 ~
. , i setbacks indicated on this plat may be varied frvm if proper zoning approvals are
obtained."
8. The applicant shall develnp subject prvperty gemera]1y in accarda.nce within the
concept presented to the Hearing Body. Variations, when apprvaed by the
Pianning Directorldesignee, rzaay be perrniited,'including, but nat limited to building
location, landscape plans and general allowab18 uses of the permitted zone. .A11
Variativns must confvrm tv regulatrons set fartli in the Spakane Cvunty Zoning
Drclinance, and the original intent af the deve1o,"~ment plans shall he rnaintained.
r
9. The preliminary plat is given canditional appro?al far three (3) years, specificairy to
. The applicant may request an extension af tarne by submittLng a written request
approximately forty-five {45} days prior to the ~O,,abave expiration date.
I
10. Apparapriate utility easernents shall be indicated on copies of the proposed final plat.
VVz-3tcen approVal af utility easements by apprap~ate utility campanies shall be
receivetl with the submittal of the final plat.
11. Three {3} current certificates of title shall be furnished to the Planning Departme;nt
prior tv fi11ng the fLnal plat.
12. Privr tv filing of alI or a portion of the final plat, the applicant's surveycrr shall
subrrut one vr mvre rnaps vutlined in red of the area being finalazed. The scale shall
nnatch the apprapriate assessor's map sGale.
13. The Spokane Caunty Flanning Department shall prepare and record with the
County Auditcsr a Title Nofice specifying a future land acquisirivn area for road
right-of-way and utiltties. The reserved future acguisition area TitIe Natice shall be
reteased, in full or in gart, by the Planning Department. T'he norice should be -
recarded within the same time frame as an appeal and shall pravide the follvwing:
a. At least feet af reserved future acquisition area far rvad right-of-way and
utitities, in addinan tv the existing and/orinewly dedicated right-of-way alang
. NQTE: The Counry Engineer has requixed feet of new dedicatian.
b. Future building and other setbacks required by the Spokane County Zoning
Code shall be Fneasured ftvm the reserved futare acquisition area.
C. No required landscapang, parking, '2d8' areas, drainfield or aIiawed signs
should be lvcateci within the future acqursltion area for road nght-af-way and
utiliries. if any vf the abtrve imprvvements are made within this area, they
shall be relocated at the applicant's expen5e when roadway improvements are
made.
d. The future acquisitiorr area, until acquired, shall be pnWate praperty and rnay
be used as atlowed in the zone, exeept that any irnproweznents (such as
tandscapzng, garking, 5urface drainage, ti'rainfield, signs or others) shall be
cvnsidered interim uses.
C. The praperty awner shall be respanskble for rePocating such "interim"
unprovements at the tirrae Spokane Caunty makes roadway impravements
after acquaring said future acquisition area.
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11 192 HEC Scaff 12eport for PE-1fi77-92fZE-41-g2 Page 35
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standard Conditions of Approval, the Generalized Comprenensive PIan, and other
County palicies and guidelines. T`tie Planning Department has deterrnined that "No
prvbahle signif cant adverse innpacts" wvuld result fram the prapvsal being develaped
and has issued aatermination of Nan$1,gnif1CailCe ("DNS")•
The "Dr1S" was circulated to 11 vther agencies of jurisdictian and ather
agenciesldepartments affeGted by the future develapment far revzew and camment.
The "DNS" coxnrnent period ends Nov ember 17, 1992 and was advertised 15
calendar days before said date in the newsgaper, by letter to adjacent property owners
within 400 feet of the prvposal, and by notice on a sign pasted Qn the propasai site.
The Hearing Exarniner rraay consider additional enVironmencal related testzrrzzony at the
public hearing.
IV. PLANNING I7EPARTMENT Si1MMAR'Y ANX} RECDMIVfENDATICJN
Cansidering the exisCing Urban land use catagary designa[ian for the site and its
lvcation on or near aPrintipal Arterial, the proposal meets existing Eounty 1and use
paliCies far appraVal. Site specific criteria for apprvwal are also met with the existing
zoning and land uses adaacent ta the site being mui€i-family and comn7ereial. The
Planrung Departrnent recommends apprtrvai of the requested preliminary plat and zone
reclassification froni the Regianal Bijsiness (E-3) zone tv the Urban Residential-22
(L7R-22) zone fvr lots 1-9.
5FC]KANE CC]UNTY PLAN'NTNG DEPARTN][ENT
J. The praposal sna2l comply with the Urban Residential-22 (Uk-22) zone foz- lots 1-9
and tne Regianal Business (B-3) tivne as amerided and conditians of approaal for
ZE-3-SO far lots I[] and 14.
2. Upon filing the final plat, vr apQrtion thereof, t}3e zane reclassificatian of ttle final
plat area shall be finaliaed, and the existing zone classification shall be changed ta,
con5istent with the proposed zaning approved r~ith the preliminary plat of record.
3 The final plat shai be designed sLibstantially in confvrmance with the preliminary
plat of recard. Nv inerease of density vr number of lots shalJ occtir wrthaut a
change of condirion application submittal and appraval. .
4. The Planning Directorldesignee shall reuiew any prapo5ed final plat to ensvre
- compliance with these Findings and Conditions of Approvai.
5. A final p1atJ narneJnumber shall be andicated hefore the final plae is fiIed, such
namelnurnber tv be approved by the Planning Directarldesig►zee
6. Apprapriate road name(s) shall be indicaced.
7. 'I`he final plat map shall indicate by a clear, dashed line tHe reqLiir-cd yard setbacks
from aIi private, "Trac[ Y" or public raads. The dedication sh all contai n the
following statement:
"Side yard and rear yard setbaeks shall be deterrniraed at the time buildxng permits
are requested unless these setbacks are specificalty drafted an this finaI pPat. The
- 11j92 HEC Staff Repazt for PE-1677-921ZE-4I-g2 Page 34_ .
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Praposed Bufferin glLandscaping Techniques: The proposed
dewelopment is required ta meet the standards of the Urban Residential-22 (L1R-
22) zane or Regivnal Business (S-3) zane as applicable. Prioz' to building perrnit
' appzoVal, the applicant or otivner af the UR-22 xoned lots will be requared to
instalP ar mace prvvisians for, a minimum 20 fvat wide serip of Type III
landscaping adjacent to Clinton Street and the unnamed cul-de-sac. 'l'he two B-3
a,vneti lots will be mquirei to similarly install or provide for a minimurn 5 foat
wide strip af Type JE Iandscaping adjacent to Clintan Sireet and 32nd Avenue.
i
The C]R-22 zvne aiso prahibits sight obstructing fences more than thirty-six (36)
inches in height or any non-sight-nbscurcing fence (cyclvne) xnflre than fvrty-
eight (48) inches in height ta be erected in the fxont yard or flanking street yard af
a lvt used fcar residential purpases.
J. Densi#y: The rna,ximum allawable net density under the propased Urban
Residential-22 ([.TR-22) zone is 22 dwelling units per acre. This project prapases
a net density of 72.32 dwePling units per acre in the praposed UR-22 zane.
K. Drainage: A drainage ptan is required. T}:is plan must be reviewed and
appraVed by the County Engineer's Department prior ta development.
L. Water SuppIy: The proposal will be served by the Spakane County Water
17istrict #3 when approved by the Reg-icanat Engineer (5pokane) and the 5tate
L7epartrnent of Health.
M. Sewage X3isposai: Trie applicant will make connection to the public sewer
system.
h' . School: The proposal is in the Central Valley Schvol District No. 355. No
comments have beert received frorn the school distnct for this proprasal.
0. Fire k'rotectian: The proposal is within Fire District Nv. 1, The Fire Discrict
and the I7ivasion of Buxldings Uepartment (Fire Marshall) are required ta apprvve
~'~re protectaan prvvisions prior to the apprDVal of building permits.
P. Parks and Recreation: $rawn +County Park xs tacated less [han a mile ta the
west and the proposal does nox disrupt any future planned park sites.
Q. [Jpen Spaces: TheprOpasal is a fr11-in development consistent wrth the
devetopment pattern vf the area. While the project does nvt pravide signifrcant
open space on site, it is bezng developed in an area on the urban fnfige whicta
enjoys large apen areas {farm tand} to the south
R. Puhlic Transit: The site is currently served by 5pokane Transit Authanty with
a bus stvp at the corner of 32nd Awenue and Cliiatvn 5treet.
III. ENVIRQNMENTAL REVTEW; .
An EnvirvnmentaI Checlclist was submitted by the sponsor and was revierved by the
County P3anning Departrnent. The review cQnsidered the specifics af the praposal,
othez- available infvrmarion, Caunty Qrdinances, atrier reguiations and laws, possible
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11]92 HEC Staff RepDrt for PE- T 677--9212;E-4 1-92 Page 33
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same ar less than the patential traf~'ic ftaann commercial uses that the properry is
currently zoned for. _
Site: The site is currently vacant.
The propvsed land use is an 1'l lot subdivision, with 91ots heing
rezoned to the UR-ZZ a.one ft r four-plexes ar vther perrriitted
UR-22 uses and twa lots fronting 32nd Avenue in the existing B-3
zone for com,mercial u ses. '
Narth: Faur-plexes vn subdirrided tat~s.
South: Agricultural land on property ~ccrned for single family residenccs.
F.ast: Mini-warehouses, Carcle K convenience stvre, car wash aiad
undeveloped coxnrnerczal proplerty.
West: Four-plex on a subdivided Iot and apartments.
G . Circulation: Primary access to the site will be from the unna3ned interior cul-
de-sac aff of Clintan Street for the four-pllex lots and from 32nd Avenue for the
tvao cammercial lvts. As earlier noted, itlle 53te 1S JdlSt WeSi Of SR-27 Vdh1GY]
travels south intv the PalQUSe anci north jUist over 3 miles to Interstate 90.
H. Tlesign: The subdivasion has two distinc;t parts to it. L.ots ifl and i 1 are Iarge
camrnerciallvts af appraximately 31,5(1(] ,square feet each, fronting 32nd Auenue
and lots 1-9 are prvposed as four-plex lots cradled arvund a curvrng cUl-de-sac Qn
the northem 3 acres of the plat. The four-plex lots range between 10,000 and
16,100 square feet and rzaust access the cul-de-sac only.
I . Preliminary F'lat Data:
Use: 9 faur-plex lots with a total af 36 dwelling units ar other unspecified UR-22
uses and two lots for unspecified commercial uses.
Proposed buiidings: Nine fOiir-plexes buildings housing 36 dwelling units, and
vne or mare cvmmercial buitdings on the cammerci,,d lots
Ma:carnuam Bualding Caverage per lot: 65~'0 (UR-22); 60% (B-3)
Maczrnum StruCture Height; 3stories pro,posed fvr faur-plexes and nv maximLIm
height speeified far the B-3 zaned lots (35 fovt maximum allQwed).
Parking Spaces Required, 6 per four-plex and 1 per 200 grflss square feet for
retail errmmercial buildings.
There was no site plan submatted far rev xew by the Hearing Examiner Carnmirttee.
T)etailei review to determine compiiance with all regulativn5 and cond7tions vf
approvaI is recommended tQ be administrative and to occur at the building permit
sta,ge fvr ali buildings wirhin this subdiviszon.
b
11 192 HEC Staff Report f4r FE-1677-92/ZE-4I-92 Page 32
" undevelaped c[amrnercialland to the east and farmland to the svuth. The site is vn
the southern fr-inge of the develaped urhan area af C3ppnrtunity. Much vf the 1and
a mi1e to the svuth is not deuelaped.
Another distinguzshing characterisbic is the site's proximary to major transpartation
carridors. The site is located an the principal east-west arterial af 32nd Avenue
which spans tlie south side of the Spokane Valley between the Dishman-N1.ica
Highway and Sullir+an Rvad, and is just tivest of State Route 27, which Ieads
nozth to Interstate 90 and south to che Falouse.
E. Zvning Analysis: As shown below, the praposal is eompata}ale wiCh the
cura-ent surrounding zoning to the narth arid west and provides a good transi~on
to the existing and £uture cflmmercial uses to the south and east. Although the
pvrtion vf the site prapased to change to the [3R-22 zone daes not directly access
. an arterial, it is wiChin clvse proximity to 32nd AVenue and will be served by
publre server, all of whiCh meet decision rnaking guidelines fvr approval af the
zone reclassifiGaCivn
The two lats remaining in the B-3 zone will have to comply with the B-3 zone
startidards and the canditions of appraVal for ZE-3-80, whichever is more
restrictive.
Alkhough the proposed use for the iJR-22 lots is fvur-plexes, all
uses allowed in the UR-22 zane to include fraternitylsornrity
houses and residential care facilities rxiay be administratively
apprvVed at building permit time. Proposal• Reelassify 9 vf the 11 proposed lats zn the subdivisivn from the
Regivnal Business (B-3) zane established in 1980 (as Commercial
- File No. 3-80) to the Urban ResYdenrial-22 (UR-22) aane to
allow the construction af a four-plex vn each of these 1Qts ar fvr
any of Lhe other uses permitted vutright in the Tone.
Narth: Urban Residential-22 (UR-22) established tn 19$3 and 1984 (as
M ulti-Farnily Subticban) atid crossed Quer in 1991. File Nvs.49-
83C and 66-84C. Svuth: iJrhan Resadential-3.5 (UR=3.5) established in 1959 (as Agricultural) and cro5sed pver 1991 Fr1e No. 15-59.
East: Regivnal Business (B-3) established in 19$0 (as Cammercial) azid
crossed over in 1997 File No. 3-$0C.
West: Urban Residential-22 ([JR-22) established in I974 (as Multi-
Faixiily Suburban) and crcassed aver in 1991. File Na. 92-70.
F. Land LJse Analysis- The proposal is situated between four-plexes and
apartrnents to the north an€i west and coa-rLmercial property and a Frincipal Arterial
to the east and south.The prapased fQUr-plexes will act as an additignal buffer
alvng with the exisring foLix-plexes between the single farrsiiy residences on the
narth side of 30th AVenue and the cammercial uses fronring 32nd AVenue and
SR-27. Although the, use will generate addifiranal txaffic in the area, it wilI be the
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11I92 HEC Staff Report for PE-1.677-92/LE-41-92 Page 31
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. B. Compreheaasive P'lan
1. Land Clse Plan: The property i5located within the Urban Categcrry of
Spokarae Cvunty's Camprenensive Plan. This categozy is intended to
prvvide for the developmen~ of a"city-like" envaaranmenc. Since urban areas
will be the mvst intensely developed of all categories. It is primarily a
residenrial category of single family, twca fannaly, multifamily and
condamrniums along with neighbflrhood commercial, industrial parks and
recreational facilities. Urban areas will have public wacer systems, sanitary
sewer systems and other publiG facilities typical of intensely developed
urban areas.
Objective 1.1 a of the Urban Categox-y encaurages fili-in develvpment within
established deuelcrpmenc areas. Thnse propasals with existing public
services should be appraved providei that such development meets the
intent of vther Comprehensive Flan o'bjectives and guidelines.
[]ther cabjectives of this categQry include plaeement of multi£amily prajects
with direet or near direct access to an-teraals. Multifamily structures wi11
usuaIly be a transitional use Iocated between single family residen[ial and the
more intensive land uses rrl ih15 ~~opC35a1, the faur-p1ex lats wvuld extcnd
an exisring buffer of faur-plexes hetween the single farnily neighbarhe3od
north of 30th Avenue and the cammercial prvperty franting 32nd Avenue.
Although it is in the Urban Catagory of the Comprehensive Plan, much of
the land a mile ta the south is not develaped. The prvpasal will be
consistent with any future develvpn7ent of this area with urban
charactenstics fronting a Principal Arterial.
" 2. Arterial Rvad Plan: The twa cosnn-iercial locs (L.ots 10 and 11 of the
prelzzminary plat) have frontage on 32nd Avenue, which is designated as a
Principal Artenai vn the County's Artenal Raad Plan. The planned right of
vaay width for a Principal Arteria] as 100 feet. The current right-of-way
width of 32nd Aaenue is 74 feet, wrth 40 feet an the narth side of the
centerline. To gmplement this p1an, the County Engineer will requirc arl
additional ten (10) fcrat future acquisitivn a~rea along the 32nd Aaenue
frantage. Required improvernents t0 32nd Avenue include sidewalks and
curbing. Although nvt listed as artenal roads, the local access roads of Clintan Street
and the unnamed intemai drive of the project will have to be
Yn1provedlconstructed. Required impravements ta Clintan Stxeet include the
addition of 32 feet of asphalt, sidewalks and curbirag along the frontage of
. the plat. The new intex-nal public street right-of-way will be 50 feet wide
vvith a 36 foot wide gaved surface, sidewalks and curhing.
C. Site Charaeteristics: The site is on flat terrain with small shrubs and nativc
grasses growing thrvughvL7t the site. The site has no structures on xt.
I] . Neighboncood Gharacteristics: The surrounding nezghborhc~>d cansists of
_ a faur-plex and aparanents ta the west, si~bdavided sangle family residence lots to
the nvrth, mini-warehouse storage, a Circie K canvenzence stare, car wash and
.
11192 HEC Staff Report for PE-1677-921"ZE-4Y-92 Page 30
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~iPLANNING DEPART1VIElVT REPORT
T[3: SP(]KANE CQUNTY HEARI~IG EXAMTNER COM1VXx'1'TEE
L
FRQIVT: G[JRREN'I' PLANNING SECT
I(3N
I'
DA7'E: N{]VeTtlbe1' 19, 1992
SUBJECT: Preliminary Plat for 9 four-piex lots and 2 cvmmercial lots
(PE-1677-92) and Zvne Reclalssirieatiori frvm Regional
- Business (B-3) tv L7rban Resildential-22 (iJR-22) fnr
four-plex lots or other uses permitted in the zane and
within the Aquifer Sensitive Alrea (ASA) and Airpvrt
Qverlay Znnes (ZE-41-92).
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1. GENERAL TiVFORMA`T`IQN
APPlicant: Make Bascetta
S. 3117 Sascetta Lane
Spakane, WA 992{}6
(549) 927-7951
Surveyvr: Chazles Sampson
N. 909 Argonne Rvad
Spokane, WA 99212
(509) 926-1322
Cvntacf Planner: John W. Harrington, 7r.
Locativn: Genez-ally located in the Spokane Vialley on the nartheast corner af the
interseGtion of 32nd Avenue and Clintan 5weet3in the svutheast 114 of SectiQn 27,
Tdwnship 25 N., Range 44 EWM, Spokane Caunty, Washingt❑n.
prvposal: The applicant propvses an eleven lcrt subdiVision for the develapment
vf 9 lots for fvur-plexes and 2 lots for carnmercial uses. The zone reclassificatian
wouid a15o allow any vf the vther uses ipermitted in the i]R-22 ► one
on the praposed four-plex lots and the existing kegional Business (g-3) xaned ,
allaws thase uses allowed in that zvne for the 2 Gomnnercial lots.
11. SITE INFQRIVIATION
A. Site Size: Approximately 4.47 acres
Grrass Density: Ttte prvpvsed Urban Resldential zone al1Qws 22 units per
acre. As proposed, the site would have an overall density of approximately
12.32 dwelling unzts per acre.
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11,+92 HEC Staff Repart for PE-]677-92/ZE-41-92 Fage 29
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PRELIMItVARY AL,,4T -
HILLViEW ES-rATEs nEPLAT No. 2
~ CLRRENCE E SIA+M1PSON ENGINEERS, lNC
~ • ~ ~`•"'aS ` N 909 ARGC]NNE Rpw❑ PH 926-1322
SPQKANE WASHINGTpN 99212
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E L No con struc L-1 Qi 7 Woy' k 1 n to h] f;,~ pe1" .jr oY med W J t: +l 1. 1 i h he e': 1ot.X. 1 lg
oir proposPc:l I'ubiic Right-of-Way untxl a permit has beer7
issued hy the Coun{:y Enqineer. . Al 1 work: is sub)ect i;z.
xn<spectlon ar•iei approval by the County Enqineer.
E 7 A11 construction within the existinq or proposed Puhl ic
Riqht-of-Way is to be completed prxor to filinq the fi.rial
plat or a bQnd Ln the amount estimatrd hy the County
Enqineer t;o CoVGY the GoSt o'f coh5'tYuCtlof'1 of improvements.
CC1fiStYuCt.1oi1 certificatioIl, "AS r+_l.Ilt" plaflS clflij rnonumentinq
the street centerlines shall be filed with the Count:y
Enqineer. ,
E12 The applicant should be advised tnat individuat Jriveway
access permii;s are required prior to issuance of a building
permi t for• drxveway appr'oaches to the Co+_inty road =ystem.
E13 Dedxcation of 50_ft. of addii;ionzl Right--ofi-Way along
in~ er~~al_p~_ibll c_street. i
- - , I
E14 A statement shall be placed in pl~lt dedicgtion that nc, ,
di.rect access re aliowecl from tot, to Clint~,~n_Streeta
i
Z16 Existinq County roads providing di.-r-ect actess to the p1at
sh'~al1 be paved t~nd/~~r c~_~rt~ed tc~ S~ oE:ane County stanciards. ~
L17 1"ha1: a11 pub1.YC road5 within the ~1at be dE?s51'Qt"iP('I anc.i
const ructed to Sppk:.ane County sta i dards.
~
FJS Sxclewalks are reyuired along i;ne arteria](~) on ~~nc.~__ivr222.
E19 The Woy. d i iapp7. Z C c71"1 t" S hc! l1 L 1 l(: lui.j i L hi? oW i"1 C' r i_ i r o „rJ i I t:' f s of
t:hf? FIrop'='1'tyr hls he:LYSy asSlQllS a(}d suCCE.'SSoYs.
E23 The County EriGii7eer has desagnai:eO Typicai i•ioadw{~~J :'-.iectior7
N+_tmbet' TWi r ~~~l".c~ L 1~G lh~!=i:7 st anl.ard loi' the 1.(TlpYoVeIIIeIIt of
- Y--------^--~„_
~ntern~l_p~_tblic_st~E~t whi.cn is ro bA constructecJ within the
proposed developmerit.~ This will rIc~:~~_~x.re 1:I~e inst_~lla~tz_~n ~~'f
10 f t. f a={~ F~ 7 t; . l" he c~~ n s 1; r~ i_ ionof cur bi n g a n ci s i d ewa]. l,
iJ als1 1 requI redu
E.::•i f!"~e Loufity EtlUli'ler.,'1• haS des.14:Jnr_1Led T)/I:JJ..Ccll RwcldWs:ly lr:.'ci~iofi
Number stnndard tor i=hE 1R1pYovement o'f
wh.i ch is ad )atent to the proNosed
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EH
CQfJNTY; wAsr-rrHG?Vtv
, :ae-ptember 1t=,, 19S:_'
T0: 5pof•:ane Gounty Fianninq DepartmenL- (Curre~t Plann.ing
Acimz na.si:rator)
FROM- Spcik.ane County Enginec-ers Department Qa'~~•
SL.IBJa Sl_tbdivision C,---ndi-ti ----ns, Name ;ii 1 1 viQw_Estates_Rep] at
. Ni_tmber lJnass.i _gried
re: Silibdi_visions ,
The fo11owinq "Conditions _-f Approval " for- the above referenced
subcJivisic-n are slAhmitted t-D the Spokane Countly Planninq
Department fi_-r incli_tsion in the DL-siqn Fteview ;Meetinq scheduled
SeptembEr 16, 1992.
E 1 The conditic-nal approval of the plat is Qiveri by the L"o!lnty
EnqinPer• subjett tc~ dedication ---,f right--c-f-way and appr~~vai
o'f the r.r_-ac1 system as indicated in the pr-eiiminary p.lat ~,,f
Y.P_Cord.
~ ~'Thclt; plaf15, PYofiles af1d CYc-SS SE'Ct1of15 a5 d?siqned to
Cc-i_tnty standards show-znq wr-oposed street :.eriter-line ai-id curb
~.~rades be sfAbmit-tec:l tc, the Cc~+_inty Enaineer for auproval
or-i.--,r 1;o construction and/or the fi].inU _if a final platy
r-Dad plans tc- be Dreaar-ed uncler the cr'irection ._.f a l.:icensed
i'rofESSic-nal Civi.l Enaineer.
E 3 "fhat drainage plaris rnd desion cai ci_ilatlic-ns sfiowinG ti'le
alianmeni: of drriinaace fac.ilities be sulpmitted i;c-, the C_.i_!ntv
Fngineer f-Dr approval prior tc. constru~t icn and: or the
fiiinq .--jf thc final niat. DraLnatoe pi2ns tc, hr pr-cpar-ed
!!nder the direction of a l.icensed F'roficssi_,nai Ca vi 1
Enaincer.
E 5 C:ons{:ructic-n within the propc,sed p!!blic streets and
e4»sements shal l be. rc:r fr-Irmeci under the di,-ect si_tpervisic-ri ::-f
a 7.icEnsed ?nqincur/ourvey-Dr-, whr-, shali f~~~nish the f~s-_tnty
En.azrfeer with "As P-.i:ilt" Dlans ai7d a c•rtJ_f1 ~at(_ in writii}y
that ?1'l i.mpr -ivements, were insta! :led t._- the lines :~nci Urades,
SI"t.=-WCi i-l-1 the 2p(]Y----V@Cj CL-f15tYLtLt1o!l plaf15 t:iild t!"IC1* aa..'t
disturbecl m-Dnl_tments -have be^i-t rerAeced.
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pRELiMINARY PLRT
~~LS 4 t n " '
HILLVIEW 'EST,4TES REPL,4T NO 2 ~'¢r .
• s,,r °ar~.~;~ ; CI~RRENCE E SIhAPSt3N ENGli~iEEf~S, INC
5 ! W 909 ARGONNE ROAC) PH 926-1322
SPDKANE 4VFISF{ENG7t3N 99212
PE4677=92 ZE=41=92
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St'OKAHC afYI80iCiENTAt. GA.6ItiANGL
5ecstan 11 10 Y:
(t3AC 191-11-460)
6. Eivixafa{PH':AL LLDIMtiLS [coacLcved]
'~ral~~}u9 For
r,gepcy u.e unzy
Hav many vchicular rrlp■ per day vwld 6c 6encia[cd py [1se zoopletod p[oyectI L[ krovu~ ~Qd k
v ,a
SrtdLca4e *+hsn puk vouid accur.
Y-~l~U.]Ll
g. Propoaed maAvYyCI so reQuse oe rani[aY [i4napatcatSon Supic(a, it ■ny;
Kip'.~ ~ _ . . a4144
15 PSFELIL S~RV[CES 's
■r~vu3d3.r.hr-g cC[rce~vl[ Sn •n 7ncCna.ad naad tor puS11c aervic ee (!or ansuply'IL`~e R;6icc~"Ir. br~i~
~ yniiea praeecc hea.1[h care, aehaols, oshcc]i II aa, pnnara11y di.ec[be.
F.1 ~ ~J 1.~~ •
h Yrapascd neas.re. Sa reducc Rc concrol dlrccc lapacx. an pu6lie a.Y.Feca, S• .nqr: C4
~ ~ ~
1G. U'ILE:SES
a [trel.e u[111[lca curaenclr rral L hle sc thc a,ics= `ekec[rleitX)fiacutal g.s s~eer es[vee
`acYvict~ e cp ann ~aanLiar7 seuer,~ aepiiC eys[c^e, other.
1 ~
6 L1ceCr16n the utllleiea [ha[ ase pcoyo.cd for [he projec[, che uilllsy prvvlding the aeYVlca and ~
the Seneral ean.ccvc[ion ctiri[lea n[fu zlCe or dn ehe Sowedfaer vicLnlSy e1i1Ch m1ghc las
n r=eL .,1-..-•
needsd C" ~C~' '~eY;7,~L4-z~.]rLe1-<'irS.S u.s . .
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WAAC ~iw- u,e.V-
nc
C. iIGHATUR.E •
~
I, [he under.ignsd, rr"a vndar chc peM 1[p a1 perjuCy Ch+C Lhe ■hnve rsayqn.c■ •re aade trvertfully +nd ta zhe LeiC ot ay knwledgc. I aYao
undeCr[an6 ~.hsc, .hould L~heYe 6n .ny rl~liul mi.reprcaensa[So~e o[ rlllful k.rekpi IuFL i~licloaure ~oa .uy p.[[, [he .xcncy .ar rf[hdrav any
0ecerqtnstlon al naceai,gnl@ieaner eha[ SL catg'hc ia.uc !n rcll&x~ea upafl [~-ts cFseklla[.
~lLG. Z..~~r T~_ FY9f~oncflC L-1 1 74. E luii~. V' ~ ~+i
~ (Pisua rafnc 6r Tyye]
A
PYOpancn[. L+4 Add re.,: 7
(SlJnacure
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rersQn conglceing Corn. ~Q1.,1" V4-EL--k.E L-r- PFL~ f[/a_4 -Z
G ~S~--T-
Phoae Z..6 - a-. -4-
r9R STeIY p5L' (IHS.S l 4a 5c&[€ meuLea(.} revle+rlag checklla[; r]4YL } { ry ~f~ i P[~~'~
I ~
3aaad nn chL. ac*ff revaer ol ehe envlran-tal ch.ckPloc arid oc.hac pe tLrsrat Inlornr[£oa, she .c.Lf•
A. kl Cunc1u4- c]u[ [Lpre •rc Ho ptaL.Lla .Spnlli[-iC advmrai Lmp4CCm •nd CsCwaerWr. A J.~q~-pslxuCfpp of RaMlftRIiLT&nCe
A. Concludca Llyt psabahl. airolflc.nc adv.rpe envlronmenCa1 1rpaCCa dv ¢zir[ For the curYCnG ,yroya.al .ne! Yeeomasnd. • ni[Lgaced Sncer-
a1u+[1an o[ non.~~ul[ic~nee +rtich candlsion..
L. Cancludea [h..e cher. .re prob.aLla ciEnllfcaat adrec.c cnrLrarmeota] lepicts and [eccwmerda a dete minsc4on eP yLgnLf1c6ace
PLLIi+C Y'aC - ¢75.~Q 10
• SPl7XAHE LN7IRCIHl~HIAL DE[DIHAHGL
(SfAG 197-11-900) Secclon 11.10 230{
B. F3tPIROMeHTAL CTZS&NTS (conslnued) • •
Fr.lvwclan For
12 RECFFA7I9ti J.$sncy yoe 6nly
• N}ia[ dsN1graLCd anE Snformal CCCCCli;Z6f14E opqo=[uniiiee ate 1p Cfie lmzpd(aCe YLcLRj=Y]
!
ark
b, uQLSd [he yropoasd pro]ec[ d1epLce any eaLaClag re[ruCiomi u4ea3 If so, dmFC'Y1Ce.
~
C. Prapased mu Fure. co [sduce Qt Con[ro} lapacC46 an re[raacian, lncluding recrca[Sana7, oppaCCUni-
tieo [v Lt yevviecd by the ycaysct or app3lcanc, iS any:
S] N13:9RIC ANA CVLTilRA1, pN„CyERVATIOti
. Aes Cherr any plseea or aLyecx• Lt.cea vn or prapa.ed [ar iuctan.l, Oc.ce or 1nca1 praa-.-
tlpn re;isteis knaWn [v bt ❑n p[ next [0 4hs olte7 If mp, g,snerall] dercri6c.
~ Q
b. Geneeallx des[eibe sny i.vW mayi'k• qt s+eSden[s oS his[or4[ areh.sologlca.l, scleni4fLc ai [u1tur+i
lepore.nca knovn ta he on or ncx[ tn eh< @l[r
C. Ptopoaed meamyre. co reduce or [bn[rol Smpace., lf any
1 L. : F,AIi 5 p~R~ &i I O Y
a I4entTfr pu61i[ @[reeca and 'highvayi aerving che aice and deacribc ,progn.ed aeccas ee tne i
csLactng ecrce[ yatea Shav-on sicc plan.., tl eny 7 e- .
r T4 ~u.~`a xd ' .
44
Z. 7 ~~]~A~ ~~.s ~~_~C.l9,~:er..~~., ~a ~-~r►~ 1~.~5-~- .
b- Ii .lCe eurrentlX .¢tvrd Ly publlc sran.ir.} IL ROC. vha[ La cha approxlmare dSicance cp che
neareac cranalt ALopl
c Sla. n.ny parking apaeea vauld ene eoaploted pra}se[ havoi I[ar oiaory rould [hr proyea[ elldn.[e° .
.~-V /_1Gc/
d• WiZ1 :eq++lrc any nev ea.ds ur uersecs, or 8uprpreaencm [a sxlacSng r"da or mxt'eat.
no[ ! xlud4ng drlrevay.l Ff ao, yenerally da.cr6}re [ladleace. +rhechet puhlSs or prlr§[e] s✓' -
,1~' ,9a.7 ~tY l!.G~t- J ~ ta b
L1
~ V5l1 Shc Pi6]mi[ Yme [Ot bCCUY Tp Ch[ S~dSaCa v1cln1t} af] ~LcY, f-i$~ or a1s Clenay+-L.{EonT ~
lf ra, ten.s.lly 4c.crl6.s, ~
4 ~
I
SPf11U7f~ LtT~Fiiibi[l~NL6L Q9,DLlih.liL~ '
- (4fAC 157-11-960) Setcion 11 10.230P
E. EHiIIHOHtfLHTAL II.lHL'Ki'S (coa[Snurfd)
_ralustion For
Agencq Ilse Gn,1y
J. AppcottlmateFg fwr gwany picplc rauld [he [Qng,le[ed projets displace7
k. PropoEed uo.&a~sre■ [n ■rnid ar seduce diapLaccpene Tmpacca. Lf rn
Y. ; 1 -
I
~ , .
, I
L. Propossd vcgaure■ Ca snwra [h+n ptapabrl A■ ebmpa[lble rT[h mxiaciny rnd preyac[cd Lnd wes .rvl ~
planr, 1P anr - ~
~.QL^!U-4~
. ° ~
{
9 HptfSIHC 1
a- apprazLmaiely haw many uni[a vou1d 6e prarlda4, ld anyT lndlemte r'hnt'Rsi hagh-, r dsddlc-1y or ~
10r-1aowe hou.log
~ ez> ~
b. Apprvximsccly hav "ny unics, LS' .ny, vould py s13w1naCSd7 ln6l[r[r yhnCY.ar hl$h-, plddk.-O oi
Anv-Ineome haviLng.
a,7
c. Frapa.ed aeaNucea to iaducc vr eancxok haUaing lspatea, ;t otcy; ~
~-LCnA4&..d, ~ -
14. A.ESTE=ICS
+ L'l,ac 1. cAc caplese hclyht ni .ny propa.ed ocrue,iure[.], not in[luding .necnn.r; Uha1 L. eha
prlncipal excerinr bullding w.[erlal{x} prapaesd'. ~
~
A
b i7haC vlcs+a Sn che lmsdiaxe v1c1nECy auld 6e alccced or 6b.[rvct.d7
o w F .
c Praposcd measureo ca [e4uce as eooirpl aeathrels lapacce, tf anr,
L1 LDCH; AHp CLAon
. 'fkac typc o( ltyhc or glare vi11 [he propo"l ptaducz! 'lhat xiee o[ 8ar vrrvld it A,4lniy occur'
_YA~2,4> L~«5-~J-l ^4r'f'b► 1 G. )t^t'
V
h. Cauid Ykght or gls['e Laou cha lSei.hed prv)ecc be a.xlecy Ruxard or 1¢[sriers wLCh rSev.T
• r. i p
c Vh.t eal.[1ng ofi-A1te svurcea oC Llthc or g L ea "r atfeee ypur prapuo►Lt
d, Propo.sd nw.ure. t❑ csdu.. ar con;ral P[ghc and gla.r. lnp.cCs, Sf aoy,
FS 61~1 ~
! v
a
s~ura,re vrrva~ar~~u~ a~t+zr.u,ce -
[uAC ]97-11-960) SlCCSOii 11•10.330(1) . . .
8. EYVER{3TQSLritP4L a^ E-02M (ccnCinusd)
Cveluaclan Tor
f.gcocy ll.c only
E3iViADt4SFiT:AL HEAL-N (conclvved)
(I) PraPoaad measuces tv rsduce ac controE •=.ironmencal healt, hasacda, 1f .ny.
~I,•
- r
~
b. HQs.r I ~
(1) Vha[ Cppsi oF no1se c~lei lp the +re+ vhLch nap af'tac[ rwur yzoyect (ia[ cuople: Lriillc, ~
cquipmen[, apcraCidn, o[hcrT i}
[2) tthae [rpea anl lerckc af nnlac vau]d be c[aated 4p aP aM.oclaxed vtth the p[ojstc on a i
.hoTf-Cct'q pr a lnng-LCl'm b~fali (FaC c7tampIv,: [YaSf1c, cnrwtrvclivn, operatioR, 00er]7 ;ndL"te
vhac houri naTtlc wauld ccne lrvm che sic,e
y ~ ~~y 7 II
{7} Aropoasd me.9urs ca r.ducs or cancral ncias lnpaccm, Sf any.
fs"E ~
6 LL'I~ ANU 5416kELiliE IFSE i
. Whae fc the curreat uae n1 the alee and •dyaeenc praper[1ei' e-~
6. 5laa elic alce been u.eS [or agr3eulaure' If ao, deaGri6e
n v _S~ri I'
r
~
i
C OcacrS4e any a[rwc2vrav on the •1[c. F-7 I
t
(
C
,
d 'utll ang ■Eructursi ha deuolished7 1L sa, -hSch!
. 1 • ,
f
~
s. b7Rac ia thx eurrsnc aonLng eiaee3fteacloa af the ■lce!
vhac !a [ha custen[ twprehenalra pL n deaigna[16n of cha glsc'
g, TS epplSe.E1., ++ha[ 1o [ha curreni aharelLnc rua[er pragrao daslrna[lon o[ the aL[e1 ~
h Haa aar pest af th. •'lta bc-an zla.siflsd •a -.nrirao.an[a3,lg •swltSva" .w[eaF kf a,
OpccSly
1 /.pperximaiely how many penylc wau2d zavYd. oC wa[k f¢ 0e swp1.t+8 prayaGCS
190
7
' SPOKAME fNVIRpF176EffdAL OROlH1GKCF
('I+AiC 197-11-450) Seccioa 11.10.2' y '
B. ENYiRatiNEMTAL EL£HEH75 ([ontfnuedl •
~valuatlon For
Agency usr Only
5, AHIFiAlS
a_ Circle any yirds end atrimals xhich have bren ohserved nn or near the xi[e or are kncnrn La be on
ar near the sfta
birds• haxk, heran, tngle,(sangbSrds) ather- c7x
mamraalt. deer, 6enr, e3k, bebrer, other:
fish: bess, salman, Sraut, herring, shE11f1sh, othtr:
oLher:
6 LSs[ any threatenrE pr rn4angrrrd spccies knorn to be on ar neer thr si[e,
C. Is tar 3i[c part af a migratf9n route+ if sb, explaSrr, ~ ►tin
r~Mil~ ~ ~tAk~~
d, Propased neasures 4v preaerve ar enhancc rildlife, #f any•
~
~
5. fNZHGY AHf1 MATI3RAk. RE50URCES s. 4rhat kinds of rntrgy (elrckrSe, natural qns, Wcod stavit, solar) ++ili be uacd tD mczt the
the completrd projeci's ensrgy nectls' flfscrl6e whscher {t r111 he uird far nrdttng, manufac-
turing, etc, _
E~ k~A ~i~kA ;1&a
J
0 w6utd y9ur prnitt[ affeCt the pOtrntlzl uxr af selar energy 9y ad}dcent propertie57 If 3a,
generally aescrtbe '
&I a
C. vnai k7nd3 oY antrgy tvnservztion feetures are inc]udcd in the plans pP ihls ptaposal' Llst
ather propssed measures te retluce or LbM1Cr01 enrrgy 1mpacts, fT any
AD b L.71 A 1 'hlyG S I~ii . ~ 'G7 L ~l ] ._~-[LY 1 ~g-'"1' P' ~R~...~
Y' 1
LL~V`G V 1--~7] L1 %kl-l GL 1G.Y'1f` Z`.', l]i..ca.
7. EHYiROHHEHTAi XCALTFt
z, Rre [hart any enrirprwoenta} healih harards, lnciudSng eappsure e4 toxd[ thcmS[als, rlsk af fSrr
and explesion, spSil, or haxardaus wasLt, tnat [uuid qccur as a result of tnls propasel' If so,
de3[rtpZ,
UgELO
I11 nestrtibe special emergen[y 5lrVjCCS [hat might br rrqufred.
I.L Qg r-
G
9YYaP.WSJ+L FSfP7.Rlr.${PN'iAL dRPINnNfiF ~
QVAC 197-11-966) Sec[Aan 11 ld 3)0[1 •
LHVIROi(C~HtiAL EL!?~1fL5 (cont3pucdl ' •
5valua[Son FaC
J~enc7r tlaa anly
(5] Vhas p[a[eeiiva ecagurea vi11 he t.ken co inaure tFc.e lr.ako ar apLila r! any eheeir+la
+coced or uie4 rn BSce r1Y1 oot bc ■13oved [o pcrcolase ca grovndvarer ([iiSo Snclude• neasures
cr ka¢p chemical,e w[ ol dlagoaal ay.Cen. deaeriLed 5n 3b(7) .nci Sb(]]'
1.1Q i4d ~ ~ i c. 4laeer RdaoEf (1ncludLU sr,aCa rs[cr]
(1) Deac[1.ba r.he Four[s of runafd (1ntl~dLrtg Ecovm rater) and xe[hod of collrccf'an snd dl.poral
TP any (inrlude gwntl[Ic., 1P icnavn] uhcre ri11 thlF waCSr Ilpvq Vill Lhio wts[ ilov Snto
oihei watera4 I( wa, Sescr1'he ,
~ To r-r v- %LLS1_Cx>-- ! 3~a na,_ er ~jr 6!Q Se-cl
r i ,
~
(3) :lili any [hsalcals 6e dCOrcd, handicd or used an cha ai[e Yn a lncatlon vns[c .pi1; or
leak vili dr&Ln co auriaee or `r6unds+acer ~or [a s aeQra raGer dLayqael .y.[m dia~charglnr [v
su[taee or g=ounclvaccx? I
(3) Lou1S vasTS aacerSaTa ancee ground or aurfa[f i+ca[aT I( ao, ttener.ilp describc~, I
~.t~..17-'-1n
- ~ :
d PrapQ.ed measurea tfl redvco or [antrol .ur[.es, grwund, mnd rvno(f Macer Amprcca, i( •ny [IP ~
t Che yroyo&ed RCLIGn iie. v1CAin [he Apvdlec 5cR.1[1re Area be e.peci4EZy CIa.T an escpk.ny[tona
r relacLng ea lae111[Ies ConCerning Sec[lvn. ]b(L), 7y(S), •nd 3c(7) Of LhLm chsC4li.[)
11
1~t tf Cq_ m'F-
i PtAV°ES
s rhieck or [irc1e Cype a( asgeRac➢on faund oro [ha alte
dseiduaus cCes' aldar, m.plc, arpen, ochc;.
svergraen tres: ilr, cedar, plne, ochor
0 hi. 41 .
gri...
yucur:
crop nr araln.
vec sofl pkancs, [a[[x11, hv[tcrcup, bulkYUah, akwik c.,hLags, qthcs,
uul[aT planca. ~[sr 1113y, cclgrasi, nilfoll, a[hcs
4'-~-a[her r.ypes u[ veReeaclon
h What kind and .mnunt oi vegecatLon vLLI 6e xcaoved or y]RQ6EE5
1L?Cs C"._ ~ ~fA__c_4~vu~.3„ -
c. Llac Lhrnat,ensd or tndangeYed .pecie. Fno..n. ca he oa ur nrar [ha utte
~'.•~.k..t.~~
J. Propaae6 1.n46eap3nt, wa u! "xirn pLanca, or ochsr eaea.uray co pra.crve or ennaxc Yege;RCS84
on ch. .fc., al any
s 6
s
[dAG E97-11-9503 SaccYan 11.10.2 SF'6[1NS LNVIIGflMMIRAl, OR.DIHAFIc,
-
~
8. E1NY&OHHZNidL SLJ~$iM (concinusd) • •
Evalw[1on Fos
EscSd.Ge the ampunL I111 and dredgs naserlri [hat uau],d ha py.sc¢d La pr remnred Eroe the Agenty IF.c Onyy
•urtace waccr or vaclanE■ ■nd lndicscc the arm o[ the sitc chac wwld bs r2Sectcd. In4tcece
she ■ource ed [lll cmecrLsl.
(Z) will the p[opaaal requS,re aurfacr vsccc ++lthdrgval• ai dlvaralonaT C6vc 'enarr.l de6rrly-
[Son, pufpose, and ■¢pYVx}noiC quan[ii1es, IF knwn.
~
(5) Doea the yCOpaasl 11e richin s 100--Ycae lload pk.&Sn4 If ra, note iacaefon on cna aLce plen-
n
I61 Lbe. c,he prapoe.mi snrolve rny d1.cA.Yye~ ad vaE[e -Ccrialr tv avr(6ee a.cerp' 3f .o,
drFCrlLe the cype of va`ce and ant{cSpa[cd roluce of disehmrge,
b. Ground:
(l) YtYI iroundva[sr pe vithd[svn, qr vlll vater be diacharged r.a grvundv.tcr' Clve gensr&! ~
deis.ri~rcipn, purpuae, ana approxluuts quan[lLSes~, ld 5¢na6rn ~ 7 !r J
_ z
Z14 76
~
S2J flearrYbe YYaTC wceclal tFcat N111 be dlaeh.rged Snca the g[wrs9 lium sepiLe canka rr achst
arnlc~ryv.a[c treaf.s¢c daCFll[y PeierShs she g¢ne[al alse of [lu Gyaren, [lu n~ber of
hru~ca ta Ls •rrved (iC ap,pll[able) ar rlae numhar af psiaana the ay.eea(s) aye expeetmd io
.Crva
e`
(3) percFlpe any ay.[ams, or.heC cYun cho.a das3gand !oi the d1aposal a( aRnl[ary rs6ce, ~
1na[r11ed fo[ che purpaas 91 ddaeTurging [luido 4elov [he gswad avefue (Include• ayiccae euch
•1 thoae ior the diapasa2 af ■tarw v.4er ar dcrlnage fsan flavr dr4lna). PeacY£Le che eppe of
~'Y+srsR, rhe •uaun[ o[ w.csrt+l [o he d1opaseE ❑f [hrough ihe ayetas snd [he cpyes na[erlrle ~
llicskr [a be dlappaed of (lncluding raeecialm vhfeh say sncer [hs recea lnsdveresntly chc"gh
syLllB pr as s r4gu1c aI [irsft`heing a[clr![Ses]
~
a~ ~ ~.~.s.a~..-~-v - _ ~ ~~@,,,~~~.•~
v
(S) u111 any shen7ca1. (nsp.cl.allp ntganlc auLreni• or pccroleun fuele) be scorsd 1n aLarc-
gravad ar un8ersraund aeoraye eo ayrl q( an, vpyt types mqg quyneigLCs af ~accrSrL. elll bc ~
a[arcdT
a
k
I
9
SADKAf1E EitYIRDNHENTAC ORD3M+VtC -
(VAC 141-47-950) Se[tSon 11.10.2: . .
B. ENYEROkiEHTAI ELEHEHTS(canxlnued)
Evaluptron For '
Rgency ijse QnYy
e. Oescrlbe the purposr, type, and a9proxSrnate quanCi[tes o6 any filling or grsding prapqstd.
[ndltate saurte mf f1Y3.
4-1 .L'Ly`;) 5nd~, ~ -F'~ r4 a, 6
?e
~a
f . tould ereslfln accur as a resu]t af e}earing, cpnstrucelr+n, ar use? If sa, gcnerally^ da€erlbe.
d Ki e, r
q. AbouC xhat percen[ of the stte ++iSl be toverad xith fmperrlou5 surisces cfter pro)cet ConsCruc-
[fan (for ranmp]a, nspnait or hulidtrtg5]?
IL''A ~ G
. ~
h. Pragased measurea to reduea ar Cpn[rpl eroston, or ochcr ImpeCts ta the ear[n, tf any.
2. A ! it ~ ad, +'IV M 04 P4&,M
a Vhct type af aniastans to the a4r wrnlld resuli irom tne propasel (1.e., dust, sutcraanilt, odprs ~
fnduaCrSaf, xood smskr) during tonstr+a[[1on ond wnen the pro,}ect 1s tempSesed? If anr, ~
genarally describe and g9ve aRFrazimpSe quaneVtes 1f knv«n.
cl c.i ci 1n ~..~~¢a~~ 1 Q ~~r
qvwissio_ . 6 11 J: i {r. anV r c- ]y7- d-Au-~a _+vwaS°a►av.c
4. Are tMere any s!f-st[e tGurct3 of 6nlssians or ador Lhdt may adfect ywr propa u 1' PF sn, `
qenerally de3[r16c.
~Fr
c. Proposed measures to reduce or cantra] emisiitrns or other fmpacts ta atr. 4f anr:
~ ~ i KC h~ ~'i''~'S~ ►r~S~G~,? ~~n.1 -C. L1 ~G~t"' C't~hST rllgy~l0 c\,
~
kA7ER
a Surfaee j
[l] Is Lhsrc iny surliCe vatrr bedy on or an the imaed9ate riclni[y of the slte lncluding yeer-
raund ared ssnaonal s[rrama, seltrater, 1akes, pvnds, r+eilandslT 1f yrs, drscr6he [pye AnG
pror4de names. IT apprapelxte, aL►tr xhac ytreaor ❑r rirer It flors inco. •
~ I
r
i
I
I71 Wlll the praject requtre any rsprk aver. 1n, ar adJacen[ to twithin 2Of1 fre[) inr deacribed ~
xaters'P lf yrs, please drstrfGr ard aL[ach avallnple pkens. ~
~l
. 3
" 5PC1CdIIL LifVIROlflQl7ild. OR9IithliC~
[17aC 197-L1^960' Sec[Loa 1l.i0 230(
L BACiCG@DUM (svnilvueA)
9- Flo 70++ knar vhcihei appl3caCippa aCe pendtng for goreTnmcnCrl ■yprorol• Gf o[ht[ pYa,ryoaala dSxeC[!y FLLCcCL6l$ the p[aps5[r covcrcd br yossc
propoaal? 1,{ yta, etplaSn ~y+_ryvlD
Y0. L3s[ aay gorcrpmcp[ ■pprovalf oe psrmin.a [hc[ +rYLY ba n..d4d (03' yotic propoaal, iP ksiom,
'~;li~,~~~,~,~ r " , ~~✓r"~ r~~, ,rr,f r~., ~~i%; _ .
J., M..d~~I.' •~i'.r'7~' /.t~'- i 7- r',.f[
ll. Cfrc a 6tiei, ccmplccs deacrtp[lon oi rwr proppaal, SncluEing [!sc p[aposed uaem ■ncC the ■1=e o! xhe praSetr and a1[c. `hera •ce iewrrsi
qucsCiaw l,aicr ln ET.SB checkliac [hs[ rsk you go de+fCribe ees[.3n +a,p+sC[a al y"r pfQpOmil You da noc nrcd iv raput ihpas anavers on [hla
page
q ~LXt ~ z'! ~.6; ~ $ O 15wr-L7
~ J a2-- n d ,zAye ut .a e- _ i-L& e y fr 2Lm-x~-ic , n n. -1-L. e,ines, Y`k
4-A-7 sk
p ~e
12. Locz[SO¢ oI rhe propa.al. GLre aufliclen[ Snfo¢'ma[Lan [as a perion to yndeia[and thei p[telse locacian e[ youi ptapoaed pro]ec[. LntludSng a
mcrsec addre&a, Sf any, and aactlon, E-sw hSp and iange. LE knevn. Tf o pzap*.aL uv.ild a[cu[ aver a r+nge af .rta, provide the cange pi
6vuadarSea aF the alt.(.). PYOrlde alegaA dameeLpcion, aLte plan, rlclnl[y uap, .n1 eopogcayhde Psp. LP esoaombiy .vaikabke Yhils pou
•hauld aupa.![ aay plana r.quLead by [he agcnCy, yw are (Lo[ CsquAred cn dvplLtate oapm or ds[aileS pLan• aut 1[LSA wlch eny pernYe applYem[ian
ccLCad [o thir checklTa[
•7% aa,4 A'A 3a ~ -aR ~~rr~.,..~ • di' 7• C~~c~ •
13 Oae. the prugo.ed re[lan 11e vSthin qhe tiuuifer Setf.l[ive Ar'"-(ASA)' 'he Cencral S.wcr Sc[viCe Areab 'ZFe Ps'lority 5e++cr Scevlre Area, ;he
Cicy of Spokane? f5ee SpaVuae Cauncy's h5A ❑rerL.y Iane AcSas lor baundarlesl. P ~,•~lI ~ ~ _
Le~FI ~i~ _ ~n
'Y7 5C Corff'L£':'Sfl aT RPI+LIC~fe7 .
n exrva~arcrcrra~ ~ *~+~s - •
Erslvactan £or
Kgency Ilre Dn1y
L £AJri1. •
A. Geoerai dn.crlp[ion o[ the al[e ([ii[lc oo.):[u11Tng, hllly, •Gesp atapas, eounxainw.,
❑Shes:
CE ti
h. 'Rtiae 1. Oe aSCapaac Mlope an [ha alee {.pprox{naCe gercenC +lope}' ~-y
C. 'fhat gcue[ah cypsn ol sal8a are lound on che .lte ([or ass.inp'1e, clap, aar'4, geaval, peat, mu[ti)
'
If yoss Ynay ckse s1a.vlliraclan ad ag[Lcu-Lrural .o41r, o,peelLy rhed .nd nocs anr prlwe larol.nd
.7 A
a 11re [herc .urf+er lndlc.[iaw or N;riory of unacahle •GLYi in Chs LwmeSia[e vicinS.yi C1 .
deaerl6c, '
,
z
~i
SP01LAiiE EItYiREiMiFtiTAi ORall{Ats'CE
{uxC 197-11-9601 Src[ion 11.10.23L
Cnvirornxntai Che[k11sc
Purpase af 4hecklist: F1]e N❑
the State Enrirorrorntai Paliey ket {SEPA) chapirer 0.7.21C RCS1, req4}res oil gnrer mrcntal IL9 rnt4es to eQnstder the rnrlru mEen[al 1uapects of a praqusal
6efore mking rkcfsions. ArM Envlronaenial Imgatt StaTenent [EI51 mus4 6e prepared for a14 prapusals K1th probable signifirent adrerse tcipacts on
tAe quallCy af the environern[_ 7hr gurpose of Lhis cheekl4s! 15 to prdrlds lnformatlorl i0 iialp y0u and the kiqenCy ldantlfy ImpaCCS fraa your
proposat (and ta redu[e or araid tspact3 frvm the proposal,'S( 1t ean 6e dene} and to halp the agency declde rhzthcr an E;5 Ss requlred.
Instructions far App7icants: i
7htis envirorarrntal cheeklls[ asks yau to descrSne yom baslc lnformaCion ahuut yaur prapasal. 4overmiental agrncles usr [his charE3ist co er[emSne
khlLhEr the snriranmencal fmpacts oF your proposal are signlflran[, requiring prrpnri[ion of en E15. Answer the quettlans bricfly, xicn the mast
prestise fnforunt4an kno+n, or yire the 6e3t descrfptSon you ean. ~
Twi wu~t ansxer esch questtan aC[vrately and CaLr-Eful}y, to the 4ESt pf youP kn wrledge 'In awst rases, yDU Ehould hG BGIc [o ansrer the ques[ions
fran ypur own abserraelons or prcjeci plans w9thaet the need to hSre experLs. !T you reslly ao nnt knaw [he answer, ar if e pueytion does na[ apply
t❑ your praposy3, xrfte 'do noi kno.r' or 'does not apply,• Caaplate snarers to the quest4un5 ntrw may svotd unnecessary dslays lsrrr
Sorze questions ask aboue qarernxn[al reguletians, svch as eoning, shareline, and landmnrk designatians. Answer ehrse questions 1f you can !f you
nErr proLlems, the gorer mfental agencies can ■salst yau
The [hecklist questians apply to all parts of your proposrl, rven Sf you plen t❑ do thnm over e pcriad oF sine ar on dtflerent garcel3 uf land.
A[tach any additlanal 1nlortaatfan LhaC .111 daserlhe your praposal or Sts env4rvnmental eflec[s. ihc agenty to xhlcn yau sunmS[ [hls rheckliss msy
ask ynu [a ricp}ain your Ensrerz or pcarfde addlttanal lnfnnmsifon reasana6ly ralated toide[erraSning 1f t'here may hs s4gniftcant adverse tmpaet.
II4C of che[klist Tvr nonpro,fECt prnpasals:
Lunpie[r Lhfi Che[k115t fcr nonpro}ecf prdpasals, eren Lhpugh quest{ons may be answered "does not apply',
lli APO[7SRIS, cowpletr the 5llAALCHEHTAL SHECT FOR MONPRa,IE{T ACT[OiRS(ParZ 0),
~ar nonprojeGS a~tians, the references in the checkllat ta the ward5 'projett,' 'epplleenL,' and 'praplrty or sfCe' sno-uld tlr rrad ai 'proposel,• '
propaser, end affected geayraphi[ area.' respcGtively.
A. WKCROUno
a. 'lax af proposed pra,}ecY, !f appll[aGle ALI Isti e\A./ K5TA"r E5- 'PLEPLA-r~L
2. Kame aP App! fcant. I27s-hfr,~=$~~
Address and phpne nunGrr al tppi4cant or [entact perypn: 5, -7 JP 5~sl
i. Date cheEklS3C prcpared V~-2-~J ~-7-
5. ALger3cy reqursYSng cnec►ls:x• 3PC) JiiCq..ftC Gois-..J- Y PJo. 'wrLev^s
6. Prepoard tlninq or srhedule [SncludSnq pAasing, if applicap]e)' i Yr+, `
1. t. Ao yau have any p}ans for luture addS[ians, txpansSOn, or further Aetivity relasad to or carnat[ed rlth thtis propasal' Sf ye5, szplaSn,
s'YY~ d
6. Dp you orn crr have pptions on lend near4y ❑r adjacrnt sm t'his propasal? Sf yts, explain,
S Lis[ tny snrlrannental 4nfarmation yov knor a6ou[ fhs[ haa becn prepared, or wfll Ge preparrd, directly relat[d [ra thls praposal.
Noi.1E
, Rer.211188
I
I
!
• - I ~ . . ~ ' _
svL °(C-11
SPOKAN.~ ~~~IRONMENTAL ORDINAN'~~ ~
SECTION 11.10.230 -1-
~
J .
• • - -
' , srvT.Axe W+naarcQrrru. 00tntiuuL-E~'~
~ (WAF 197-11-96D] Sessiaa 1l. i0.2_ R
9. MTROHIIYM'+tL LLEK~H1'S (continued)
L+ealwtLan Foc
. /.gencry 97ae Ocly
Z. Nnw many vchieulac trSpr peT d6y wauld he genoreCed Ly the [oepleiad p[oyeCrS Lf knuxne
9 ?
Lndicatn M'hen psak rou].d qc,ctir.
~7v~tkLnn r,~ u
g. Prugoaed xasures xo raduca ar canirol tranaparcacias lvpacca, 1l any: ~
15 P17BLIC SLRYILES
a. Vou14 [Ra pYOjeCL Yeaal[ iry •n ln[CSaosd naed 10[ p6Slle ■es'v1cea {for era6plc, Ilre pcocecCion,
pallsa paOi+[Clqn, he"Ch cazm, aChanie, ocha0t yf wa, Scneraily Sa.CT3be
~ Q
b Praposed meyanres ra redssce or eanCrol dleoct 1mp.us on guhklc ..trrE[e., 4? +ny
6iou
35 I1_ILT:SES
n. ClQCIe ucLlTtica eurrcncly ava1L 61e .c ehe rlcs: (cketeiiCiey)ftcuyrl 6.r tifcer [eFusn
~.er+,~i[~ e ep ons rrislY[•FY +e++ss~ ~tpCSC ayEtew, other.
L Deacrlbe che uClllclse [haC ..Ce proppsed laY [he prajsee, the utllfty prorid'ing [hc aerviee .nd
clk Zeneral ean.[rvcilon fG[lv}CSR4 on cM riLc or frt the lnxdiats vLeSnlsy rhLch nSghe tsc
aeedeJ. C [j+e-4r3mirt+^,/
1 .3 1! GL S u4 Y`OL716.A i ct A-- L... r_ 6LA:~ S
12c~'~,,n~~~~d qp- t,.. r_kiIN~-o,A..
C. SICHnTIIR.L
T, the undcriigned, a++e.ar undsr che p-liy oI ps[9ury ch.[ [he a6ave re.yon.ei are w4e crulhYuLlr .nd [o [rK 6eat of ny .nuWdedae i a1sa1
unde[icand R'hst, a6iould xhcrm Ee .ny crill[vI, mTrrsryre.en[~[Lan or Vdllful 1.ck uf fu2l 11G[j04uKe ❑n mr y.rc, she agency wy Wlehdrav ar.p
dcceamlra[lon al nonaSga
~ ~ Fdaluatj6R fos
13. APC3tPxTIU11 ' ABencr Ube [3n]y
4lAs[ deaTgnaced snd Enformal racruclonal appoYCUnitiea are in the ,imbsdiaso ricini[yt
Pa.~ p~y►
9
L. 4lould the propoEed projeci diFplaee any axLs tLng ie[rsazSosua B ssaem* IL ■o,~daacrShs.
1`:# Q
I
I
C. Proposed mriaure■ ca ccduts or tontrol impac[a an recreatSon, lrsclnd.lreg isc'reaiLonel nppprt[uni-
t3s• ta he pYOVidcd by the p[o}ec[ or app1S,[ani, ll •ny
I
.I
S] HTS:'OA1C AHI! CIR.tIlRAL pR£SERVAYIDN
r. Axe therc aay pia[eo or ab}sc[■ lisced on ar prapoaed [or nitlanA l, r[ate or 1p[al yreaerv:-
tlon raqia[eia krwwn [a bt an o[ nszC to the a1te7 Tf ■p. generally derc[AEs.
~Q
6 Ccncrslly deatTibo any 1.rtdmaCEa or evSdencm ot hSatoflC Srcn,.oieeLea , acSencLfiC or cul[yral
lmporcanee Smoun cp ba an or ncxt [C [he ALec
f'S~SL.C4g -
C. Yra,ppre3 eeasure• [a [educe or con[rok lopa[[a, Lf .ny,
~e
14. :F,AE15PCiR74TFQN -
a iden[dEr pvhlfC a[rse[r and hlghwry. .eYving ehe ak[e and de.cKlLc propaaad~ aeceas ;p the
exl.c€ng o[reec .Tacco. Shat.--an sits ykan., iF anr. Fla-d i&.+t 11-1r iG c~ I
cj_, .I°6 ' . ~ ~
~ ~y ~n
u,T' a s1ad +dJ~6f.t..., «.1 .
2- 7
L- li .Lca cusrsncSp earred hy publfc ar.nmie7 If R6C, v[ut L■ che *pproxLma[• dljsance eo cfir
31mlCEaL CCAMZL 4i6Pt
c Elar pEnr paslcTqg apOc.a Vou1d [he eoapl.csd prajrt[ havei Ibv ciarry vould the projcec elLslxues'
, r~eoQu1 Yd
~ ~fiC~ I F'"G~ f' ~G~~f?,py](~f~f'-1~L~~
d Vlll ! :equSYC .ny nev roada or .cree[i, ar laproremsncs co asS.clha ra.dr or creecs
not Yutluditlg dGL++ewax.1 lI aa, genet.llp 3srcpl.be [Sodlt.ec r'fxxher puhlfc or privase]. •
• . ■
c. VILI ehe pca}sec uae (or oeCUY ln chs IsmsdlaEe wieiaiey oL) +.r.ier, raii, or a1r cran.pori.clon'
Ii .o, penarally deaerlhe
F~+~ 1
9
~ r • •S?s7YAt~lS Tlf4'Si4fTHfQNiAL OHII&HAH~'Z
(M1fkG '197-11-960) $ecCiqn 13 10.230
S
3. EMIR6FRgH1►1. E;.IMHIS (contioued)
!valuatlon Far
Agency Uac ❑a17r
J. AppraXlmasely hor oany yoLpple vau]d tlse taopleted pruysc[ dlspl+cap
ic. Proynred se.saueea Co arpSd ac Teduee dLEplaFmea[ iayac[m. S[ ony; f"i
0.
1 P[opoaed aeamure■ [a ensure tha p[opasal 1a eompa[L6L v1Ch tscla[log and pio„jaceed lartd u.so and
plmnm, 1f anr.
{
i 4
i I
i ~
9. HQLSIHC
■ Appinx'lna[a1y hflv oany unlta vwld ke qrorldad. Si any7 1n43s.ts vhe[hct h16h-, ~ alShcs~'j, ar 1
Ln+rlocooa hawaag. -
3~
b. AppioxLma[plp ho++ many unica, if ■ny, vould be ellwinaiedd Sndleace rYet4enr hLgh-, nSddle-, or
luv-sncr.me hauiing
a16 tA&
c Propo*cA aefaurea to sedute aa tan[ral hauaing SbpR[[a, 1l ■ny.
c._J.~,~L. L3~,~a..~~-d S
ira AEsriiCTaea
i- llha[ Si [he [sl:eat heYghe n( 4ny pxopuaad aLrurture(.), ne[ LnclvdinC ancmrtn+od VFcAr !r the
pcineip.3 ek[eCdvr 6uildfng mar.erlal[p] pYCpeaed'
i
3 C..lr" el~j, Lr^i,iF.~ L VLlT '
r ~
6 171tA[ rlev. Sn ths leusdl.ce rlcinlty vvuld be aicercd a[ o6a[euc[ed7
c Pxapa.ed me.ourem to reduce or concrol r.e+[hetlc Snp.tCa, lt 4nr'
ll L1C11: AHi7 n auv
a 'lhac cype of llghc o[ glare Wf1I ehs prnposaY praSuce} '!!us ciae af day rwld° 16 wl.nly aceur°
Up-aL.~
d- Cau3.d lighe nC g Lre iron chc [lairhed projsc[ be a salsty h►csed or Sncerl.r: viCh rLer.1
~i 41)
e Vhat caiocing al!-alcs awress al llitht ox glara say •IIa¢e yonr yrogaiall
d P[opas•d aeamuru [a reduca or eoncrnl lLghc .ad glar. lapacco, lf anr.
Ki e3 t-4
8
• • 7~ - SPOIGiIf ~HYT&4~.iT£Al. OiWiNr,l:CE ~ _
(FIAC 147-11-960) 5a[sian 11:10,2300) ~
B. MIR0l77{C'lrT&1. ELEHrM (cantSnusd) •
' [rEAua[POn Foe'
Agency llac ONy
'E22VTR01I7MT:A1. 1lEAF.:`li (cunalaucd)
(2) Praposed oealute■ ro ceducc or conSYol •t.ir6imcasa1 heal[.- hasardFfi SI ■ay:
1
b Hotsa
(1) Vhas cy,pci o[ noSae exlai iu chc srea uhich "y 4kfTect ya++[ proSet[ (Lorisumple. [cafflc, ~
equlgmenc, ❑pcraGlon, o[hsc7
. ~J~ ~
[2] Vhac typaa and 1erele of polae +rou14 4e et'u[e4 4y o[ ■aaacLtad wlth the prayeet on a t
ShorL-[erw or a long-[crn bsaia (fa[ sx.ampla: t=FFflc~ cnrutrucilon, vpeiaciana alhcr)T lndl[•ca ~
vha[ hvuf'o nolec Mnuld LOQi Fran chc aice
v~ ld{~L ,e v.o~s ey. e+~,•.•r eL r I CL '
f.'M, ` -N- i 1 1`1 T( iiA
V ~
I
Propoaed meaaurc xn redvice vY coneiol nclae lapa[ta, 11 anp. i
~ E
~
S. i.~Ziri ANp SHORELFPIE IESE :
E!hac Se lhe euYYew[ use oi the ■I[c and ad]+ccne prnp.rcfei' ~k Sk l~ G 1 S voo~1 i^ i
~'r-reu~.c~inrr iS M.~vL~'r~~G..►ani~.~s ciu.~ La~~c]ai~.s~ '
y. Ha• the nS[e bsen uscd for •,BEIiv1CuCl'. if ao, dcacribc.
~
c 13eacrlhr xny iiru[carsa an the •1ee
~
d w111 ■ny scrus[uic■ be dennltohedT 1S mo, vhithl
e kf'ia[ Ls cMc curren[ xaning CY.s.fSdcar.Lon of ihe Altel {J r~
t wh+[ 1. the Curren[ cao,prehansLre pL n d0a18n+c'ivn af rha vlce,
~ a~QA KI
g. lP applSrablc, uFai l+ the [urrep[ .Twrelina w.[er prog«m dralgnarion a[ chs a1[c'
i
h. Haa anr p.cc ai ehe aite beca c1asoiPisd a• •v ".nrlro~eneallx ..OaL[Sve" re.T Tf .o, ~
apscify. ~i
1 _
i dpproslm.r.ely hm many gsOpko vould Ceeidc or rvrl 1. che caApletad pCajacil
~
So
7
~ • SPOKAHE `EKYIROHHENF4L QfiAIMAfiC.W'
, fkAG 197-11-5601 Sectian 11.10. ~ 1
I
B. ERYtRQKl4EMTAL ELEHENTS (cvntlnusd)
EvakuatYpn For
S. Ali1F4RL5 Agensy Gsr Dnly
n. C9rcle any brrds and aRimals Wh1ch hare 6een ohserred On or near the sltt or are knvrn to 6e nn
or near [he ;ite:
Qirds: hark, heron, caqle.(Song6lyds;I"othrr:
t
mamna}s; deEr, brer, e1k, beaver, aCher: da
f1ah, bass, salman, Lraut, herring, ahe13f1sh, other: ,
6Lhsr: ~
b. LisC any thresteneC or endangered 3pecdes fsnawn tn be on or nrar the site.1
}
tE
C
C. Is ihr tite par4 af a mlgration route? Sf so, explafn. ,
~ foi.
d PrappscG nsasares [a preserve ❑r enhan[e rrildli►r, !f any:
l~1 ~a Li F,
5. ENERGY AND HAi13RRl RCSOURCfS
a. uhai k4nds ofi energy IelectrSc, na[ursb gaz, wead stave, aplar} wtll br used to wee[ tne
the [GGtpfECtd Rr9]4[L's energy ntcds? Ipcstrlhe whether it +r111 he used Tor hea[lnq, manufat-
turtng. etc.
E 1 ~ c-4 vj i c. L ic2
J
M17ould ygur projrrt affecc thr patential usc af solnr enerqy ey ad,eccnt pra0ertle5' ii sb,
genrrally des[rrbe. '
KL d
C. unat klnsa of enrrqy cpnservaCfon fea[vrei are incluGld 4n ths plani 6f thls prapaaa}l Gyst
oihcr proposed mrasurrs [o redu[r or [ontrnl energy iinpectz, any'
~1 b►~kWiin,5!~.,-_wu[ J-bc. f
7, tHVTROnrieNrni. HcALrK
a. Are [hari any enrtrvnn+cntal health harardz. lncluding rxpayure [o [axt[ Cne€aitels, risk aF F1re
and rxplosfon, sptll, or h>perdaus watts, that could o[cur +s a rzsult af triis propasa!? If so,
aescribe.
31I Descrihe spetial energen[y servlees that might he requfred.
I,
6 '
~
~ • 5Ai7Fh7tL' ENVi&OrilMH L dRDIHAt[L$ ~ -
i
(uAC 1 J7-11^960) Seccion 11.10 23fi[`
LH'VIROlRfENL+LL ELnT1ii5 (canclnued)
YY/LLLILSOR YOC
Agency 31ce Only
(S) 4tAat pro[ec[Sre measuce■ vL11 bc caken [o iaeu[r [!u[ leaic■ or ■,gllla oi any rhesiLerla
a[areA or umed on ■ice u111 noc 6e allnved ro percalate Ca groun4uaser (thie,lncYuder nessures
co kesp chsmluls w[ aL dlrpara] aym[snm descclbcd In ]b[+'7 aad 3'h(3}'
.
C. VA[ci R.snnff (SncYuding aCace v+ter)
(k) Ile+crlLe [he fa"ce aE runv!! (1n[iu4fng Frorm water) and ae[tiod ot tvllc [ifan and diMpnr.al
Sf any (Sn[lude qu+n[L[Sea, lf knavn) Vhere xilk [h.L■ Un[ex iloWY Vi11 [hll■ +wster I1or ln[o
o[hsr vacarF4 lf ao, dcve[the
ra+v+~
° !
~ ~ s ur ~ ~ s • ~u v~ ~ i ~ v L.i~7 v.~ , ti. l ,
II ~
(23 'Jill •ny [h+alcaLa be atored, handied or vatd vn tlu ai[e in • 3ou [lan vhere asplkl i
Yeak wlll drain [o •arisce or gCOVrtdva[er or [o a acoe'p u.[ef dlapo.r.l ord, I caa dkfficl+..ryinG [o '
.urtaee o[ ;soundv+[sC'-
~
(7) Gvu.#d ++a.ce mxieriala sntrr gra,und at auYiaca w+[sca7 If oa, 6eneraiSp derc[1be.
,'i.~s'•,~i~''.~,~: f i(~{'.
IJ~
E. Yroyoaed aessuYea [n TSdUCC or con[roi uvrt+cc, gravnd, snd runall vicer lmpacir, lf .ny {Il
i ehe propased acCion 11eA vichin cha h7ulfer SenaLC3vs Are■ be erperlally t6eAC dn ecplana[tona
r ral.cin& co r,Ctiirs.. zaRceraana Scct1ona 7nf47, ]b[5), •ne 3c(2) or ihis cneekli,c)
_~LA. r ~sC'C__RS~ i 2_o o..,v" T]v~~, ~
v ruvrs
A. STec4 aP C4r[le ryps a[ regscacion fovnd on ch. aitv
decltluau. cree. .Saer, waple, a.pen, ach<r.
svergrccn [Ccc- fir, Ccda[, pinc, ather
•rf[1b!
~ &[fil.
p&s[urs
trop or yraia.
vat aoll plant., caeeall. LYLLeTiuP, hullruah, akuak cabLade, oeh.e[.
~csr p1Rn[s w cer 1Llly, eeYeruv, ■S1t611, nchar. ,
L_oehar cryrps. o[ vekseaelan
6 L'nac kind .na aoounc o[ vcgeC+t1en vL1Y ht rmayed or a1[rredl
,'~,'b,LG~•s'N q_1~,j_ Fi u 4 4~ ~'i tr 1).~^+)f
. _ _ . - . _ _ _ _
r
c. Ll.[ [hrmesned or endangersd xpccfcs knoen co h.e on or naar eh, aica
kiola F=-
d Propossd l4n6acapiat, uaa of "[Irn g L n[P, aC ather x.avraa co yrc.arve or sehar'cr vege[acio¢
on ch. LCe, ft any:
~
s
• ' ~
_ • - • SPf}f,AHE ZHVIROM$IPIAI. 6RGTNAFIT . _ •
• ~u~ i9a-ii-gen3 seccso~ ia.io.x~ .
E. EHYTA6HlS6NTAi. EL=N'.S (cantTnucd)
` Evaluacion Far
' +.gcncy uae anly
';3J Eacimaee the Rmaunt ❑f lill and dredge matarfal skeC vauld be pLced 'ta or rewavad fcnm che
aur[are va[er or ueilrnd■ and LndLu[e the irm oF the ■1ta [Eu[ roukd b[a a'Ffee[ad. Indleate
che ■our[c oF f111 maisrlal. d
f
e
~
,
1
[4] 5111] the propoasl cequire iurface w[er vf[hdrowal■ os dSratslpna' Ciye a;enee'al dsscClp-
r
[ipn, puapore, and appTaXiaa[[ qw n[1[ies, If knwn. ,
a
i ~
(5) Posa [he pFOpoFal 11e vichln a iGU-yaar fload p41n7 If sa, note losatian an che •1[e plin
n
[6] Daaa the propoaal InroSve any disc1h4ygeF aF Wute aacerifll so sur[uce watera? i( so,
dr.eri6e ehc eype oP vsace .nd anciespaced rolumc oF d4L.cn.rgc. I;
b Lraund ~
(S) V111 groundwa[ec b-e viLhdrarn, ar wiki uar.ev De diac}urged e❑ ground,vatec' Civr gsns[al ~
de.cripcion, purpoae, ■nd approxlm,1te quarttSr.i[a, l! Imavn.
- XKr :'';'r , > ' !=/r, y - T /`~P' ; w.• :'c~~
• ~
- ~
.l r~,l/.fs%/ i r!r~'• J,/~.' y' .f i: .
(2) Deac[lhe vFA[e aaL.erial tha[ v111 Le dlschrrgcd 1n[0 [lu ground [i'aa *epGtc cank. ❑t oiher Y ' f
a.nltary tisacs crearrsnc fatlllr7. Dc.cr1E: the ganc[al ai=c of ths syair.m, the nvmber of /51,/f~ilr~
ha~~e• xv 6e 6xrved {L( •ppl1eabls) or Che nutsber ol ga n oxy [he .y~tiea{aJ are capc[[cd [o
+srre -
1 _ 6 G 6+r~ PU L> I,
(3) Dc.crlbe snr arateob, a[har chan [h9ae daalgned [ur the dlepeaak oE unl[a ry vaate, ~
LnatFllsd for [he purpaie qf EiiChaYgSng fluid• briov cha erwod oucface (Dnc,iudar ryscens xuch .s [hoae to[ [he dispaaal p[ aior,a racar oc dral~ge fraa lioo[ d[alnr] Daaec6be the type nf
spscsn, che amunL❑f y,ocerial aa Le Akspoasd af ehraugh [tw dr@eea .nd the c7rpea nl maccal.i. j
L1kcLy aa Le di~pa.cd of (Including .~[cr3a1d wh1eh ~r •ncer tha rya[m {nadrerc.nrly CR[ULLgh
oy11La oe a. a reauS[ aL (iretighCing ae[Lricis.] j
Pla-& t,~LLl 6.0,.e f -f"
k2~~4[7.1~..
I
~
E
~
L46 ) ulkl +ny chmicala (eapecLally organAc solvnnia oY pecraleua fuele) he store4 In ahavc- ~
geound or underYround acora;a caakr! If ao,_ xhat sry.e. and quanr.l[Ie. of Aa[eY1ako -111 he.
aEored•
• ~r,-1
i~t
i
j
4 ~
. - f
~
(uAC 147 31•950) Sectlon 11.10.2f " sROr.Axe eAvzRaHr+ENTAL aRMAN( - -
-
B. Ef{Y1ROHHE1lTi11L ELENEfiTSICanLlnuedl •
' Evalua[Ian For
Agency Usr Cn1y
e. ' Des[r16e tRc purpase, type, and approxtma[e quantitSe3 af any f1l1ing vr grading propased.
lndicate snurce af f111, 'as 6 u
r
f. Could crasian occur as a result af eleering, cgnsSruc[inn, or ussi if so, genernlly descrlbr.
t4 Ga Ki ~
~
~
g, About thai pFrcEnt of Che slte xS1} pe Enrtrzd wl[h impcrYlous surlncrs aftar proaect cqnstruc-
t1an Efar e,comp1E, nsphalt ar hu1161ngyf' '
i
{
h. Prqpased measvrr3 tn reduce ar tontroi erosion, or othrr impacts to tAe esrth, 1T any
i~-
2. AIR
s. 'Anae cype of emisslons ta the air xau]a eesu}t fran tne praposea ;I.e., dusc, aucmoeile, odors
lndusirfaf, raod smokrl during constrvc[1on and xhen thr proje[t 1s eemple;[ed3 It any,
generally drscrSbe and qlrt approxlma[e quanti[as t!' knvun,
&Jial E A
cw~ ► s S i a r~. s.,+A. 11 _4-~~ ~ iA c r t nCL r Lu.
AL~
!Ar .
b. Ara therr any oTT-slte saurres af emission3 or adar that may affrc4 your propa u k7 lf sa,
generally descrlhe.
+ti k..~n6LE-
C. ProQoszd measures trr redute er [ontral enissiflns or ather impa[ts ta air. I4 eny
Q_ l7 u.nGY°. Ci',y.k~,~rliGl'lb cL
3 uATER
A. Suri6Ce
(1) Is thrrr any surface xa¢rr Endy vn or in the tinoedit[e riclnl[y aT tne site 1ncludtng year- round and zeasanal s[reams, szYtrater. 1akes, pands, xettandsS? if yas. Gef3trthe typr ane i•' ' '
prov9de names. 11 approyrSatc, statr xnaR ssrzam or rlvcr it flaxs lnto.
~
(2) u411 the proJecF raqulrr any vark arer, fn, ar adjacent ta (xtithin 203 fae[} tne descriGed ~
watars? [f yes, please descriLe +nd ettsch nvallnhlr plans.
ND
1
. ~
_ . . ~ .
' - 5lQT.A21C. EPrY'[RaiRElRIF. oRGIxl,PrCE ~ - -
[4iAC 147-11-9671 SqcGiop ll.IO 2717((
8AL1CCesCfTl~ dcon[LaueC} •
9. Da you yxor vtse[her applLcatlom are ,peoding for aoverxwearal ayptaval■ of o[her iPI6pON,Ii dirsecly aLfecriag [he property corezed Ly yoasr
peapaeal' I[ rea, explal¢. r,Yi.Av7~
10. LSsC aoy governmeqe ■pprovala or perorl[c [haL vill Ea ae.ded Soi yaue pi'vgoaal, L~f Imavn• ~
~f f
o~~!~..~,~~~i ~~.L~I,~/:c~t~~'~ ~~~'~FYt• ~~lr 1.i- ~f!~~"TV
11. Clve a 6[icl, emple[e deacrip[Son of rcuc gropQaxl. Lnclvding the pxapased uaes ~and the •ics of the proytct and a1[e -here are •rreral
g.rea[La¢a la[er la th1a chscYllaa [ha[ ■sk reu co deacritre eertairt aspec[a af your pCSpn.+A Ya.. do nat recd ea repur. ChQac aruwer. ❑n [hi•
p.gc ,
~r ~ 1? Y oPe S q S1 o l?
11 ~lve 4- Plcar s, oi,'. 11„ e w.. . T'k L a5.
5~,,,
1'~~ / '~L111~'F
l: W[a[lon af chs y[ayaa+] Clva auf[Selenc STCa['w+[inn [oi a peraon ca undcFar-and the preci.e Sou[1on of yaur yropa.ed prayccc, inelvdinE a
a[reer addreas, fi xny, and aecclou, sovsuhip and canec. Lf knwn. lt a pcapvsal 4w1d ozcur ovcr a renge of aru, prvvide the range ar
baundxYtss o~ [he •S[c[i7 PYOVl9r. a legal dea[ilpel4n~ alta ,pEfn, viClnley Asp, and eopograpitilc eup, SL reaiona6ly .vailahle Vh11e yw
aha.+ld auyai[ any plaaa esqulrsd 6r [he aaenCy, rw are no[ Yequl.CSd Lo duplica[e P. vr de[siked pLna aub1(tcd ViCh sny peraAi ■ppYlcxsion
re L rrd Thia cheCklta[
l7.'~ oa.~ 10"ld eri-1cR.- w 3.~. ~ ~ ~ • Li' C~~~
13 Pvice [he praposed acclon lle rlehla Che AqnAFer 5ena1[lve Ar.U fR.SA]I '1x Ccncrxl 5.wer Sernce Are.7 ~hc PrlprJcy Sever Scrvles kraa' -he
Ciey ❑i Spokanr' [See. Spokaac Cvun[r'N ASA tlrerl.sy ione eS[La !or LoundarLna). •
{ ~ 1
"V HL CO}Q9_L°C6 6T 11-PPS.ICA,"fC ,
6. RrvIRDK'QlrJ~L ELZffifC5
Eaalu.r.ian Cor
6gency vae ❑nly
L. CAHZI .
+ Ccnecal dca[ifp[Son af rha ai[e (circie one) ~fl.ac tatling, hi11y, o[esp sSapem, oounc.lew.,
other-
h "Ihat [a rhe oteepcst sSape an the l1sr (approaiaALc ,percen[ sloye]' ryQ R e^'+
c. '+Tcac Seneral cypc. of aollx .rv lwnd an [he ilis [(ar c)cauple, elay, aend, g~[+vcl, peac, euzkl'
If you inov Che elxadl(lea[lon s! .griculturai aoll., opecLPy th.en .rv1 nacs .ny prLme [trnkand
d kre chere 4urF4cs lndieacion. oY hisCVe'y uru[able aofla in the L~sdi.te rlcinS=y' If a,
de~crlhe -
_ C~N
2
~ • ~ - S'POlWiC EMY1ROf4i"cHTAL OR4[11AxCE
(uAC 197-11-950) SecCion 11.10.23dr '
Enrlronmcntal Checklist _
. F11r Ka.
Iurpose af CAecklist:
The 54a 4e Envlrereneatai Pol1ry Act (3EPq) Chapter 47.2 1C RCW, rcqu9res all garrrrFaen6al agerKias to consider the envlramentel lwpnccs af a proposal
bcfare making decisiona. An £nr7ranaentel =mpact Statemsnt [i151 must 6e prepared fur a11 proposa}s xlth proCah k slgnifltanc adrrrse 1FIQACCS on
Lhr qu.aliCy af the enrlt0rraent. 7he purpose q( this the[k7i3[ 1s La praYlde Infarraatdon ta ficlp you and ihe agenty ident9fy 9mpaCLs frao your
prQpo3a1 i+nd to reduce or ovaid lmpae[s fram [9se prflposal, SF cin Gs dane] and to help ihe agency decide xhether an LSS 1s requSred
insteuttlons fqr Applieants:
This enyfrarmntal checklfsc 4sks ynu to descrf4e sacir hesic lnforvmtian ahout your proposal. Gorer msentai ngrx9es uxc tnis ChiCkl1SC to dr[errn4ne
rhether [he enrirunaental 1mpacts ef your proposa} yrr sfgn3(lean[, rrqulrfnQ prepar+atinn of an EiS. Rnsxer`the qurstluns brieFly, ritn the mos[
yrrcY3E tnfornstlan known, er g9ve the hest descrlptian yau can.
Yai n« t ansrer carh quss[fan accurately and carefully, ta the best of your knsr,+ledge. ln coit casrs, yau shovld be aGlr xp ansxer the ques[4ons
f!'Oa yfqlF OvrtL 913LCrl*atlons or pro,flCC p3inS xithGli the niLd '[o h4YE !xpltLS. IP y0u rcdlly do nOS kf105t Lhe an3rCr, Or !P R q5k5ilof1 dDCi M1OS. dpply
to yaur proposal, vr14z 'dv nat know' or 'does nnt apply.' Cranpletr ansrers to tRe qveatlons nw map axoYd unnecrsaery delays later.
Swx queatlons ask a6w[ gorernmental regulatlons, such ns xun5ng, 3hare1lnt, cnd landmark des4gnetsoni. Ansrer theae qurxtlons iff you can lf you
I11YE pra6len3, LPe gDMed M1EnLdI aqanclrs tan +3515T you.
The eheckl4s[ quss4ions apply ta all par[s Of yDUr ,pro,paia}, eran Sf you plan [a ea ihL44 orrr a perlod o!' Liae or ❑n diPfrrenk parcels of lend
AtEach any add4Cfonal intlnrma[ian tha[ sflti descrlbe your propo3al or, fts envlrnnmn4a1 rffe[ts. The agency to xn9[h yau iuhwSt thix [heckl9s[ may
ask yuu to rcpliln yrcwr rnsrrr3 or prorlde addl[1ona1 tnfanan[4on rtesonaely rrla[ad to deterrafnrng 1f ehere may ea algnffirant adverse lmpa[t.
vu uf chrEtilist Tor nanprojeci proposals:
Cp6plET.C this chrtklist ffor nonprojeet prapasa3s, even thDtl9h qyG5LS0115 may oe answsred 'da+ts not apply'.
3K 1tD111TI011, en+plete the SUFPLEKEti7i1L SHEET FOR 004PRO.lEC7 ACTIOHSIPart 01.
For rwnpra}rct actlons, the reTerentrs 1n the Che[EClISL ta che wards 'proJsrt,' 'app19[an[,' and 'praptrty or ;Sts' snauld be reac es 'pro¢asal,'
'prpppsrr,' snd •afftcted geaqraphi[ area,• resprrtiraly.
A. 6ACILCROUHO
1 •amae or vropased praaect, ir avrlleanle: 44 k fkli e.,1n! E 'STA`T -1#Z-
2 ware o! Applican[.
Addres3 ►nd phont numbcr ❑F appli[ant ar [onta[[ person 2 ~ ~tr ~ • ~s~ -7 7
1, 6ate checkllst preparad:
5. ALqrrKy requs5ting sherklSSS cL,~-- C Go►s~I-`T, P~CL►'`+tie- y''S
6. Yroposed [faing ar schedule (includlnq ph►sing, if appllcaele): ~ Yr-x..
7, r, Do you haMe any pl►ns fnr Tuture addltlans, escpanslan, rar further acilvlty relacrd L❑ or [ome[Ced rlth tflls Aroposall li yzs, eApla4n
r!'7 lf°
b. 4p yau cien or hare aptfons on lan6 neur6y ar adjacent ta this propusal' !f yes, enpioin.
8. LSS[ iny env4ronPentaY inforasssion you YnQr ►boNt tha[ hss becn prtpared, ar w111 be prepxreti. 6Srersly rela[ed [O [his propos+l.
NafJF-
~
' ti s ~ . ~ •
\ I ■ I ♦ i rT vy
c
SPOKAN:E ENVIR[3NMENTAL ORDIN.ANCE
SECTION 11.10.230 ;I1
'7 .
.sa A f ='J t 'iei ~
; E4r• :-a~
_K'~"•••+- ~_ttp~~l+
PLANIVIIVG DEPARTMENT
r
BROA[}WAY CEkTRE BUfLQ1MG N 721 JEFFER50N STREEF
A!iOtJE 45~~' E D
•.r-.vY--'~~a" SAf1kANE, NIASNIi'GTC1M 99260
'
5POI[APiE GOk9NTY LOVRT FiOl13L • AUG 2 81Q~{"►
Yj►jta
MEMCJRANDC)M ~~3a~s►~~. CMm,,FY
TO. Pat Harr~per, Spokane County I]irrision af Engineering
Bill Wedlake, Spokane Counry Utilities l7e,partment
Steve Hvlderby, Spokane County Health I]istrict
Tam I]avis, Spokane County L7ivisivn of Builciings
Wyn Birkenthai, Spokane Cvunty Parks & Recreation I]epartanent
Teci Trepanier, Y7epartment vf Transpvrtabion
Bvundary Review Boaxd
Central Valley Schooi Distict 1Vv. 356
Spokane Country Water District No. 3
Fire Z]istr~q!~No. I
FROM: PauT F. Jensen, Senivr Planne
DA7'E: August 28, 1992 ~
RE: Prelinminary Plat of Ballwiew Estates Replat Na. 2, and Zvne
Reclassificativn from Regivnal Business (13-3) to RegiQnal Susaness (B-3)
and Urhan Residential-22 (UEL-22), Applicarat: Mike Bascetta
APPLTCATZON ACC:EPTANCE AND T]ESTGN REVTEW MEETING
5.,EPTEMM 115, 1992 AT ]:IQ
C:['IUNIY PLANNTNG HEARTNB_FCDf3M
Please review the above applicatian and use the attached APPLICA'flON ACCEPTANCE AND
DESTGN 1tEVMW MEE't'IvG FORM for your cori7ments. 1'he Planning Deparmcaent
encourages yvur presence at this meeting. The sponsvr and representative haWe teen
invited to also attend. If you ean noi attend, please forward yaur review comments vn [he
attached farm ta John W. Harrington fvr che meedng. The attached APPLICATTON
ACCEP"I'ANCE AND DESTGN REVIEW FClRMS wilp be given ta the 5pori5br at the meeting and
zncluded in the Planning Qepartment file (so bri,ng three capies to the meeting). Thanks
for yaur coaperabivn. Ik' you haVe any questicsns about the application, please contact Jahn
W. Harringtan vf the Planraing Departrnent at 456-2205.
c: Mike Bascetta, S. 3117 Bascetra Lane, Spokane, WA. 99206
Charles E. Simpsvn, N. 909 Argortne, Spokane, WA. 99212
A6ttachTnenEs: ApplicatioR Acceptance and Tksign ReVaew Form, Appiication Farrrt, 5ite Plan
i~
i q 1=j 1-' iL ctl i 1t ;;a a-:~ I I i-ii: e° aj; ~m t I°i a LL te +jic. I: I pcr-, ai 1
'a I-i ti i", r" r.a f-P i°i fl C e} s 1 ~1 c- i7i i-' L "G I , s t i:. 1' n ci I pa_E b I 3 c -,ad dr1 t-n, r s ii-
w j w iI E, 1 ~!-i i: + Cl ~t r rn r- 1.,
T h r.=' r -4 Ll 1 E_l s +D ! 1 I e 1 I"4 L ' • , ? . 5 t Y" tie f s 1'f a1 1 F[ e t--- t p I . '
Cr-unty Roaaa •,ti:oaslda r d; 013~31 i.ICI DF2V:1.-q L'..~.~Iia J J. I7~ re+~~c-w-d
ond c1 p r.] 11 1v C-' dt [3 vt 1"i e C ~n u i-t 1: y' E l ~ r;,'- i ,
I
r M _
sln~~r-EF fi k., f1L.~ I 1-,1w i LL r,Q~r~ia ~ 3•s, ~-i~y:~ <eL{~1~ L"~, 1l"i
C"p lll`~ L~..~11C] I.hl} 1 ~ ~I-I ~.eLE,_• ~ ~1 ~.IIL'
d e G' Y ! i C L i I Ir I _ i i " t i Y L7 _i I'1 L~ c:t F Yd 1 t-P ~W• k J i .L ~
Fw.--A Th e L:.-au rtiL y E ri gi ri -e ~:r- rtass d £!s l~'a11~l t Eud -1-Yp x.ca I Rcradway ie t- fi -L~-~ri
Ni.[fY1t7Y.?f Dnlr,eV LoL ~tiC CeaS ':a LantjelY d I`r~-pY E-,hE' lf}lpYcl1aL?+ilr-xf7t Cri
.i,-'riC:~~A4:tnnflC, 4ti°hd 1:.h la ~;FI~' ~Il'+-,Ff~~~~IF?L~ i1C:Vt-' ~~°~~3fti[Jlll..
Twx 11 r~(I I_L I Y P t h c a d ~~.1 t s.,-' iI k-P i i£1 p pI':; L rnZit C- J.y .[°amm_[
ri-. ~{-fa1 ~ 41 e~iira fr°eErtt a~]- ~pf i~E~» ~i c ~~~-~1~-- j.~rra~nt. l"i-le
cti I"1 st, r f_i Ct2_ ckfl i? f CL1 fb1 I`1 g c.l C`i d s 1de'h' cl N 1. 5 alii c- Y E' qu,7, r~'-' d.
E Thin pro,p-Dsrd p]_at shai l be :tmprc,t.+ed tc- t1-ie stanr'arris set
f 1 ii't h 1Fl S pc) I c..11"le CcsLlflt y FiiDa l'E~ ~~~f C1--rnmi ss icj rte rFi RE, SiD'I lEt I ---I n
Ncp. 8i_!°l592y c"A,~ amLf1dG-yd y laEh.1 Cil c-m'::~ia F.]1 ls heS re C]LlI c4t L,:-IIS fi--1 l,
1'iDcld.."7. `=~ppY+Jache~,y dYe1.LnaClE1 rlf1ii f C?Ls 3.f1 neW CCII"lStlrUCtl.ofln
E .."'rv TfI°-' Cutlnty Ff1C]3.rfeE[ ha5 P':am.1.!`]-`L'd tI`I.1..5 CjeVelopCE'ft"'C1t p1"o]'.Jcjsai
ct rl d h.~- r-`^ dL tC riTl ined trE at thL impi i_" t i_ .I L hY s. p1` r'[ poS a.Y il pcs n the
E . .1 :a j: I"1 q L.+ jui`1 ty Roid SystefC] wo t Y fi f 1 t:a t Vie ile€j 1 C at 1 oC3 of
add1.t1c-F1c7l Ri,.C]l"It t=+'~f Ws~y a11d the Yoc=1dWcly Iff1pYoVefF"tf?Clt,rf heY'E^Tn
5pG-'C1.T.1.ed.
Ebi The i o3_[iit-,/ ~~tt-r ial R-r-aCl d'Ian f"iCE_Ak,enlµa~~ as. 0
F' r a. n ca. Da a r- e Y a. a i a T i-i e e: .i s t J_ n g r x a h i - f - w a; d L- I°i C. ;F
f '~.'~e t^ISm II.W. I, o 1-1 _sZrate I4 w j -fsVh ti'lcn t JI D P L.1 -f.k e d 1- If {,he Plc+11. A.FB
1"Cl e7 i t.k°, LirrEj I i- iis!-'1"~~ t hC: Ai"L L1"1-1 i F~a~•'1d Fl Iclriy II"3C1~WLF 11,fl
R"a[? flW'tl 4_ilPl?Ca P'll:A h t -°+=if f'w 1y d e P.-J 1 c a t 1I~=.'~~y rl s'~:1`1.1] ~~f ~7Y~_+~7F~'I"~.~!
f~?F?'f ll i W il.~~.lI ~lli~PIQ L~Ie "IE~~A~'F?fil~_tC' fYcnfl't -aCll=? ~7hcj~ I be t=f?t
as1de ln i'"Csr?Yve?. Th1s F}]"opfaf-ty--!'F1r1}r be aCqft1.rC?d b v 17,13 a IlE2
C-mki_siT1ty at trle ~,`llYle aYteY? c-iA ,Lmp1'ovem*?ntS al'f-, fl"Iade t'o '2r'd
AV enue,
F9 [ 1 Th,_? c~ppl 1rcAfl t L7 ci f f V 1sadl FhGA t trk eI` t-- 17[ GL y E-1 S sL
1..1 t1. l! L 1 ts f° 1thf? r FlC idE? Y' n Yoj_l fl[_I 1_pi- lVC~ Y I"i e! ad ~.l ~fect1 nt7 tho
app1i f-.-.5nts orc~purty, xric 1uc1ing pirc~per-ty t,o be dedicatE?d -si'
Set aSJ.de f-W-Y' fL1ti..fre -..°lCqt_l2.a1t1s-.fi.. 9i7-DI afiG ~-DU1-Ity W.LZ l
ciSSo_lfR~=° flc. f.ZfiaflC1.al k N-°r ad]e_.StfTI?nts 1"e1riCclt1oCl
rs?ClaY"d.Ll-iL7 tFiCst 4_4t]Ll1ties. ~-F~e appl]Car1t srtould chr?rE 4J1tf-a
tF~e appl-Lcakb1e utz la Fzes tFi~ ~~---,I ane Gop_ti-rLy. Engircz'er ts-~
~e t e YfYIZIIC~=' 4JfIo t 67e i' t VI-G' c:lp p I 1C°lfit +=iY +_1t 3.I 1-t y L-~ r e 5p i°, f-1 k.I-1'LE?
fqm1Y G-1d it_I'W-Aff}CDf1t L'pY `~L''Lr+Cc1t1.01-1 cl f1L'i t-i Fflr=GF? ir~r rangement'i
foY' cll7y I1EsCf?S'-id3"y WIW11"1'. I
9
Spe~iai Conditaons:
y
r y
T; f_• 1\1 Ci C~~ o Y7 1' o..L C l i~ I"~ '.•J i~i" j 1' 111 C-' ' I 'rJ J_ t 1"I 7,. ! i •4 7'~~ Y 1 17
G~i2 li.Lilio y `._Y~i
1 za" ?s i.A o d b y t 1l h? L c - 1_E 11 iC )A Ef7 Ll f. tl 1 f' L' Y. 15 Sub] et_ t ti e
x CIspF'Ct1.of, al`1d appYc,Vcll ba '~ViC C33_4k`1'~'y ~IlCI.Lr~1eer.
im 7A1 ] c:onntruct.Lcsn wi1:1-axii ti-ie e•.j-si:i.n« or pr,TipP-,sedj i'+_tbl -ie
R1.C__Iktt->>~f--W,-ly 1s t.e+ be Cr:p IfYIr]I Fn t.1..°+7 N.lr"1.---1 Y' 'l:~W, f x 4.i 1-Ig t hi~a f 9I
[ 3I <7 t F=i i' ~ 17 i'1 d LrI f.; 1"I e r':l fYi+r+ 1..1 n t ["4 L 1 fl) s-;l i. C;n fI I_1 yI "i: 1'I l? C .-R 1_1 f"} 1, Y
EI"1 g1. I_1 c-K,Y' to C o4 eY~ LhE? C o-E-i j ~ rcin'.3t{" u4: tX oP"1 -`-f J. fil p1" V efTl efl i. ~`a .
certifxcaLzon , ,1 As Built" plans and monurnentin~
the strec-* cenGeriin~~ shaI3. ka~~ f-j~1prJ witY~ the Cosanty
Enqiroeer.
27-1, T h p a pp'L i cA n~ s7ti o-., E_ild he :;A(I vi ,e d i;frat L nc6.i.Vid L+a1 JrL uP- +~~ay
c:1CCE'sa j]eY'!Yl7.t"-a aYC' Yequ1Y{,?d f:.-_. 1si.aflt%-kRCE' P---f a buLld1nCl
pC.-'1"fil3.~ f,-7,Y' d1r1VeLr'ay appP'l=PaChec tc- f.hLn CouPlt'y1 Yucl~ Fystefllp p
E13 I7[?d1Catir-ri --pf ai? f1'. c-f addltic-i-iai. 1-2iCkht--_Pi-Way ~.iloroq
ntef na.i_ _ f.,'i I~d b ] 1 C ci L ? e- e t .
]C] 4 A statement sI-eal l be placed in plat ded ication thrat no
dZ]`ect ?CCe..as be -mkl1c-Wed fV'c~fTl Cl1.r14uf1_St'YF?E?t.
1-1L~ E-.]..-t1fi~ Coud-1{;y 1-wc_~d-a pYoV1d117g i1].]'ei=t aleCeas to tl-re pla'G
Shall kse paVed aCi~ /oY Cw"bed to Sf7'=4:clflE? Coe_lfi`9ty =taf`1Clc.~i"d'--4
1a] f l-hat al ipuI.al ac foadc, w.Lthin L1-~p-, o] at iie desiqn~d ai,d
[=ona L1'i1iC tC:.'d to_. Sp-::,I'arl~ ~~~-u6"Sty ~s~rlC~ ~3' ~
E 1P, Sldet..,n.' ~ 1 'a a re requ -L rP_[i A loC3g tCoe ~.7Y'L'i-rLG:~ I zW+[i v.'ndAVe- I'98_lL.
E j' d i i Fe wr-~ e' Cl " z°tp)Ia 11 Lant 7 I 9 i C i g_~ J~'~ L I°i e. +W~ w I i~._~ l C' c' Owi-i cr, 1"
`~~-[t? p fr-~p Y"tyy .l..s h F?3.Ytar iS1Q Fi s ~.•1i1d u CCL'ss u Ya.
T° y..~'°3 The Cc-f_l nt}+ Ed 3 g]. neL r f ia-, deS 1 L7 fl r etei~ Typ.i GA1 Roc7 dk° c`1y 7 Lct7. +nf7
L~Al: ces5 StRfldciP d thC:.' 11117Yl'-lVLfTlei1 r e±f
~.R~~~t~n~►1 4E_rt~] ~.t° ~~,ftreet whixch j.-G lrPa constr uc.tt-d w-itrix ri the
prop-sed eieve-lopmente Tha.s w-Lll rr=qiure thc- in5haIla~jon
36 fta f a'af7 halt. . T{"I e C o17 stf" uC f ion c-f C ui" b1 I 1 g afl d s1. dL wal[ 15 al'-'o Y~qu1.1`ed. I
E2.4 T}~~~ Cc-Linty Engi-neer has designatelli Typica1 Roadway 5ection
Number On~,~_L-Z-q~.~1_Access standard for~ the a.mprcpvement ~m{'f
Clj,-ni~,--.n_5f:ree1: wha.ch is adjacc~nt the prc~pc-sed
.
r
~
LIFFI!;E CJF TI-IE s:O~it•I i Y I_;E{l:7. hJ-P F?
U101IW, WASHk IMIE.'~1 C1M
~em L1~.~r d 5.1♦ ~~)SI•_
TO.- Sp-m4ar-~e Coui7ty Plannx na Departm~int (Ci_ir r~~nt PIannznq
Admini._-,t r~.~ tor)
F hCl II ~.I~_kn1=a C; am.unt y E 3 c.L noo rs LY r-jjf--~ r t in; c r P I, X(07
..~7UI3JA SO_1t)d1. Vjy1 i-_jf3 NcLfTi'-1...~ H 11 1 V Lel,y°_Fr'st a t C'~,_Rep.r ~ rli,
Nurr~~or iJnas s.a.rar~ed
7'e: SubU1'+lLsiol'1-•--
The followirtg~"Conditi-DnG of Appr~~~~al°' f-Dr trfe ~~~~~vc- referenced
sukarJxuj.Szr-,r-j arc- auhmitted tcp tf-ie Spolane Cc-l_ti-i-Ly PJ.anna.nca
pepArtmeni-, for zncls_ision i.ri the-,s DesiQr~ Reva.ew Irl~~tinq sr_rxPduled
5c-qatemher 3.8g 1992a
EI The ccendatx.onal approva1 '~-f the plat is azuen by the Cou~tv
Enwineer s+_ib.]ect tc- deuicatiFW-n ,==f ra.qht-~~~f-waY and apprc-val
of i-.€-,c- r3_,ad system as inr~icated :i.n the pi-elarn-inary p7.at L-f
r L- C. P_-, r d,
E Ih at 3r..1 1 a Cl* i r p1' o f I e5 r?l I`l d C 1" c-'...~' '-rT '.a e Ct 1. onc's -i5 G°s1 q fl F? iCJ t e-n
CiWourltM TTeilrldaIfidS Show1.I1L] pr cnC7osed StreC-'t l`.t?ntF'Y lifle and C.a_[Yb
qr~~~_~- be suhma 'll-;er_[ ±-D the C~~,unty Ertair+eer i c_3r -_:kpproval
C7i`ls-,;' i'on5tYuct."lr--f"r afldI'or tl"3e f1.lICll7 cnf c:l fS.fiaj plc^ltg
1'~T~cjP~ 1;Sc.if6s~ tC- bC! GftPOl'Ed i_[I'ldt.:f the d1r'~~ ~-Lorl csf .7 3'5.~en~ed
C1V1I IZii~JlCIPF'1'.
E Li ~~~I,T•~ ~~.c~rt5 ci~l~ ~ieS3 ofl CLI ~'1_llc~;l.~ ~fl~ ~'i~I-~- W?l i~=t t ~'1~
aliorr,~~~~t of dr'aanaqe faGilita.c-s 'bP submitteJ to tFie Coimtv
FrtCEint?~•1~ fof aF3pe.DV?T pl`l,e~Y tin Con"~aLYf_S4_+ion trsL
fLL.~LZll0.i tl°ec- final Diai.. Dt',:g, naue olan5 t" hem pi-epar-eri
~_Ef'1dC--r ~i'fsp dLY'eition of E? ll CmI"1se-d PY'~~~~c-msf']m I C.1'V11
Fir[7 3. I i C? o1"
•
E 5 Cof3 5 truC t1 -Dn w$ th3. fl ~tht...°~" p1" ._-t po5 ed pi_l bliC. stt t? ets7 c"1 f7
ec.~5f?mei~ts .'".'hc`~~l bE' pe1rfc.YfT1ed d_irldeY trle 1.01.reCt Sf_1per'J15.I.on ~~~f
. -k l~.cerised ~=nAxne~'r/s~_trvFy~~r, wf~rr, sr~al's ~oi~'r-Ei~,°~ th~~ Cs=~_~r~ty
Enqa.ncer w~th "As E+uL] t" P7~.ans ai-id acertifx eai:e i r-a wrxting
t. F7 af. ~q[I .l €F1 p1` oV? mE' 11 t' a W eY C' 1 1"1 ~taJIed to ttI-' ~And gY aders
sF1 p:i 4J Fl ~ _F !-1 tI"I c='!ppY oV eC~ cor15 t3" uC t1 .-JiI i rf lc.~ f 1 S ~.l• nd tlj ~.lt c411
cixstur-bes1 rnc-muments have br-leri reriLaced.
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7C`7AL PCt-C y Or f'L.M1r
i
P R E L I M ifVAR Y PLAT ~
~ _ ` •
i , i
HILLVIEW` ESTATES REPLAT NO., 4 6
3
: CLARENCE E. SlMP50N Lh1GI NEERS, !hl(
• ; N.909 ARGUNNE ROAD PF4:926-t322
' SPOK ANE, WA5H1NG'fON 992-12 ,
. nRnwH PYe tX-a.ix ucd' I AI' I!~: f , e" [s ri l ee.~nn ~
i
~SEIDENTS
1. Adequate drainage sasements are shown fDr
maintenance af drainage dxtches vr pipe systems.
2. There are easements proposed vr existing for
natural channels which crass the property.
3. Axai easement was provided where street drainage
was diverted onto private praperty.
4. The perpetual maintenance of private systems has
properl.y been provided fvr.
5. The maintenance of drainage systems within
5pakane County ROW has been progerly pravided
for.
6. P,pprapriate draa.nage language has been prvvided
by the reviewing engineer t❑ tYse surveyor an.d/or
engineer wh❑ is involved with the platting work.
ie kt-r
MISC8LLANE0US
1. QC check of review completed
(date) (a.nit. )
~ z. B nd anta 'es for drainage item calculated
(d
(In t.y
at`)
3. Vertical curve sight distance worksheets dane
(date) (init.)
.
4. Vertical curve geametry warksheets done
(date) {init.)
~r~rMA 5, Drainage volume w❑rksheets done
(date) (init. )
5. Stamped road mylars t❑ Permit T2ch.
(5y1via/Suzanne}
7. Stamped lvt plans tv Admin. Asst. (Sandy)
eklistv2 2/Aug93 17
r r ~
N
~ 0#208" POND : SECTION DETAIL
~
~
~ NOT TO SCALE
c~
0
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~ BACK l,ND SIOES OF '208' POND
I 5 °o °o TO 8E HiGHER THaN PAvEMENT SIDE
a • ~
W 0 O
• c~ z z
POND ENTRY a a
VARIES, 3' MIN. ~s-VARIES-+r'• 4' MIN.
r 3' ' i. DRYWELL GRATE UNE POND H1TH CRASS S00
, y.
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CONCRETE CURB INLET. POR1ANp
TYPE 1 SPOKANE C0. STD. CEIAENT CONCREiE ~ I
I DR1f1hE11 t '208' POND FLOOR
PLAN vIEW:
POND ENTRY ~ SLOPE SOD TO TOP OF ORYWELL
~ OR MASTIC ANY EXPOSEO JOtNTS .
~ 'ft~ASPHALT~,,,, D -
3' L'a2' MINIMUM OR AS
EDGE OF PAV'T. SPECIFIED ON PLANS
~ OR BACK OF CuRB
r ~ M 4
DE'TA IL B
~
r...r w
~ ti impson Engineers, 1nc.
H I LLV IEW ESTATES REPLAT NO. 2' aML E„Gr+CCHS & L.~.o ~,N,EYoRs
n.909 *AGOrdd ROwO
:PfKAerf. 04 9970 Pn 926-077
1
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depTh. Asphait Ccmtenf 5-V4 tO'6iI4(WSRdT SpecJ S p~ ~wclk.Spclusne CounTy . f- - land CruaP,ed 'SnrTacinq. 7ap Caurse 6 F Compnc7ed
DeP1h {WSQflT Spee } - . . . ,
~ : 208" ; PO~+'IJr S~CTI(1N _DETAIL
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~ - - . ~ . ' _ , _ , ' . ~ T6 8E FSlGF1ER 3HA7~E PAti1E1+iQ~kT 51DE ~
~ . . - . . -
PONp EAi1RY , . . , . ' = n.
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r~ QRYWELL GRRTE L1NE PDN6 WITIi GRA55 50d
■ a - . . _
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CflNCRETE CLlRB ITILE7_ • ' . + ~ . . , .
~ TYPE 1 SPO1{A'NE CO. STE]. - - ~ `JpRYt4'aL 5i '208' PQhlD fL47QR
PL.AN WiEW:
QQPE 5OD 70 TOP C)F DR ~
. " POND EN3RY-
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EDGE aF PAVT. -1 e~..c i~w ~
pR BACIC OF CURB • • ^ _ _ ~~~DNA~.~
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' w1 P~rf. 9a7A+~ .~ad+~i L:$ , , • ' ' I ' CI+AL EHCitiEERS & LAnll] SuRVEYORS
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1LL1lI EL+I E5 TATE-5 -REPLAT NQ,- -2 - - *,PF)KANr W. 99212 PH 426_1322
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impson Engeneers, Jnc.
CIV7L EH('dNE(RS k LRNO SiiRVEYpRS
HI L.LVI EW ESTATES REPLAT NQ. 2 - - --T A, 9.° 9 s 92~-1337
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CdWL CNCrf7[CRS k LAM[3 SURVEYOtS
H I LLV I EW ESTA~'E 5 ftEPLp,~" ND2 ZOT- 9 s,r+K~c qo~A 99212 vr~E Ph ROAD
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Cl%+11 CHCir+EERS dc LAPAD SuRvE'rC7R5
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0\01L CNGiNCERS k LnM6 SURVE'rpRS
Hl~L Lf/G-iz' ~~~~IZ~-!JC! SPiY[~i+f~w 99212 7JC Pk ROAC)
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GIML ENG+114EERS ik LANE) SURVE7`Oi75
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IZEVIIEW CC)MMENTS Page 2 vf 2
26 August 93
REVEEW # 3
PR(?~~CT # P1677
NEW C(3MMENTS '
00 Kpnawide intersectiarr sight distance and stopping sight distance analyses at 31st ~Cvurtl+Clintva~
interseetion as required by the Finding and Cvnditions far this praject
LOT PLANS
Lot 1: Nv cvmments at this time
Lot 2: Need to shaw easernent arvund pvnd Flarar, similar to that shown at Lot 1(7-'rF~ eoip)
Lot 4: Neeel ta show easetnent araund pond flavr, similar ta that shvwn at Lot 1(T C' "T r1e+'~k-S)
: indicate length on property line aroumd CR
5: Lot plans are nvt reguired far drainage facilities in khe RIW. If drairtage frvm the Public RI'VV
is directed into privateiy-maintained drainage facilities, an easernent to the Caunty wi11 be needed
~
i~
•
REVEEW COMMENTS
sPoKANE couNTY
DiVISICIAi OF ENGINEERIIVG & R{)AU5
1026 W BROADWAY, SPOKANE WA 992+60-0710
PHaIYE (549)456-3600 FAX (509)324-3478
REVIEW 3 REVIEVVER: Ed Parrv
FRC3JECT P1677 DAyTE. 26 Aui!ust 93
PROJECT NAME: Hyllview Estates Ranlat #2
PREVIC`lUS CQNIlMENTS
GENERA~ ITEIVI5
e4e"Rewdse lvt plans fvr lots 2 and 3(shvulci be 4) to include casements (need to shvw easement arouuai
pond flvvr, similar to that shgrvn at Lot 1) Tla -1 o iuv C r2p?-S
erify svils type and suitability fvr drywells at the nvrthern portion vff the sit.e (based Qn evaluatian
y Spokane Cvunty Ganstruetion Dept., the soils oa the site are oot suitable fvr type ►'A,r dryweTls.
Only type "B" drywells should be used an this pruject site)
FLANS
Seet 1
rpvide easements for pvnds 2 and 3 that will give 5pakane County ingress and egress righks tv the
ponds in the event that the vwners fail to marntain them (need ta show easement arvwnd pnnd naor,
similar to that shown st Lot 1)
~j
EASEWENTS
1. Adequate drainage easernents are shown for
maintenance af drainage ditches or pige systems.
2. There are easements praposed ❑r existing for
natural channels which cross the property,
3. An easement was pravided where street drainage
was diverted vnto private property.
4. The perpetual maintenance of private systems has
praperly been pravided for.
5. The maintenance af drainage systerns raithin
Spakane Caunty RaW has been praperly pravided
for.
6. Agpxopra.ate drainage language has been provided
by the reviewing engineer to the surveyor and/ar
engineer wha a.s invalved with the platting work.
MISC$LLANEQ175
1. QC check of review campleted
(date) [init.)
2. Bond quantities fDr drainage item calculated
(date) (init. )
3. Vertical curve sight distance wor3csheets done
(date) [init,)
4. Vertical curve geornletry worksheets done
(date ) (init )
5. Drainage volume worksheets dane
(date) (init.)
5. Stamped road mylars t❑ Perrnat Tech.
(Sylvia/Suzanne )
7. Stamped lat plans to Admin. Asst. 4Sandyy
CkligtV2 2,Aug93 17
DRATNAGE PLANS (C[int' d)
17. The culverts shawn are prape.rl.y statianed fzom
centerline stationing.
18. Are there are any confliGts with underground
utiliC.ies?
19. Is there a need far energy dissipation vn any of
the cuivert out].ets shown on the p1.ans?
20. Is there a need for rip rap araund the culvert
outlet at any of the culverts as prvposed on the
drainage plans.
21. The xip rap that is shawn for the drainage plans
is adequate for the Culverts where erosion is a
concern and the engiraeer has submitted
acceptable rip rag design calculativns,
22. Pipe anchors are shown for pipe grades greater
than 150.
23. There are na instances where watex is trapped
against a fill with nv culvert shawn.
24. Profiles and cross sectians are shown on the
glans for all proposed channels and ditches.
25. Ditches with eroding velocities have a prager
lining for erosaon prfltection.
26. Water will properly flow from an existing ar
proposed ditch an to the gavement as praposed on
the drainage plans.
27. Where the diteh profile passes from cut tv fzll
the flow has been praperly dispased of.
ekl.xatva 2~AugF3 16
. ~
DRAINAGE PLANS (cant.d)
4. The designer has provided a letter from the pipe
manufacturer certifying that the intended pipe is
suitable fDr Covez IeSS than 3' tPVCf, 2° (CMP,
RCP 1' ( T-iDPE/ADS ) or the engineer has provided
trench details far upgraded pipe laedding for
these areas
5. The minimum velocity within the pipe systern is
4 feet per secQnd at desi.gn flow in a backwater
conda.tion. (Note: The CQUnty Engineer rnay permit
lQwer veloCitieS)
6. The backwater calculations show a minimum
freeboard of 0.75 feet for each catch basin or
manhole.
7. The minimum culvert and pipe slflpe is 4.5% and
a11 pipes meet or exceed this standarc3.
8. All angle points in the storm sewer systerrr have
suitable access suGh as a manhale for cleaning.
9. At locations where twa different pipe sizes enter
the same manYmole the 0.8 diaimeter goints of each
pipe are at the same elevation. (Nate. Exception
allowed far drop manholes)
10. Is there any downsizing of pipes in a systems of
pipes that are 18" in diameter and smaller.
11. There is a downsizing of gipes in the arnvunt of
3" for a minimum of 100 feet in apipe system
that cvntains pipes that over 1811 a.n diameter.
12. All pipes in the pape system are 12 11 and 1arger
as per Spakane County Standards; (1011 gipe that
is allowed for cvnnection of %nTets to catch
basins ar drywells, if the length does nvt exceed
44 LF and the velocity is aG least 4 fps),
,
13. All starim sewer piges are loCated a minimum of 5
feet fram arear or side property line and have
adequate easements for maintenance.
14. The maximum distances between inlets on the same
slape should not exceed approximately 500 feet.
15. The plans and prcafiles show all culvert pipe
types, stations, offsets, lengths, and inverts
16. Pipe materials meet caunty standards fQr systems
that lie within county ROW. (Note; The type of
pipe in private systems may be as specified by
the design engineer)
ekiiatv2.2/Aug93 15
- i
~
aRAINAGE PLANS (cont'd)
17. "I`he side ❑f the swa].e that is the furthest
distance from the street should have a top af
swale elevation that is higher than the highest
water 1eve1 of the swale.
18. The invert at the curb inlet is at or above the
max. water surface elevation for the desa.gn storm
19. Filter fabriG
is specified far the gravel envelope around the
drywell
installation specification is adequate.
18. 26$ LQT PLM5
18a. LQti plans axe required; submitted ❑n
18b. The 208 lot plans shvw,
the 1ot number, block nurrtber, subdavision name,
date drawn, scale, and north arrow.•
dimensivns ta 1C)t C[]rners.
drainage easements -
setback requirements'
swale floor elevation'
swale flaor dimensions'
rim elevata.on if drywells are present
curb cut statian, offset, inverr and length
any drainage ditches
sYnows deptih f rom the tap of the curb
an attached crvss sectiQn of the swale or ditch
18c. Lot plans have been stamped by a prafessional
engineer on all pages
18d. Lvt plans are of sufficient scale to maximize
the lot size ta the S 1/2" x11" paper s3ze.
(Drawings may be on plain white paper)
18e. 208 lot p].ans were approved on
CLTLVERTS AND PIPE SYSTED3S
1. The raad culverts are at the low paints af stream
flvw.
2. The headwater was calculated for culvert
entrances and is under 2 diameters far culverts
under 18" in diameter and 1.5 diameters for
culverts greater than 18".
3. There is a minimum of 121" of cover fvr all
culverts and storm sewer pipes
cxYrneva a/augea 14
. . ,
I,
I?RAINAGE PLANS ( cont' d)
5. Drywe3l is located within 8 feet of the curb
line, ar a maintenance aCCess route and easement
are grovided
6. Drywell stationing is staggered from the inlet by
at least 4'
7. multip3e drywells are located more than 34'
(center-center) apart
8. Svil type is apprapriate for drywells.
9. Drywell lvcation does nvt conflict with
underground utilities.
10. Drywell type is specified.
11. Drywell grate type is specified (Type 3 -std.
detail D-7)
12. Drywell grate elevativn is:
Uelow the invert at the cur}a inlet
between 6" and 8" abvve the swale flaar
elevation
13. Does the note: "Wrap the drywell with a filter
fabric (Amoco 4545 or equivalent)" appear on the
plans?
14. Swa3e flobr elevatian is :
specified
between 61' and S" below the drywell grate
elevation
at least 6" below the normal gutter flowline at
the curb inlet fvr swale without a drywell
at least 8" belvw the narmal gutter flowline at
the curb inlet far swale with a drywell
15. Swale flraor dimensions:
are shown
the area matches the required area from the 208
calculatian far impervious areas.
16. Easements for the 208:
are shvwn ❑n the drainage plans
are shawn an the SLibd3Vl$1pIi plat
are of adequate size to contain an 8' min. width
outside the max. water surface elevation for the
design storm
are tied t❑ the lot corners.
I
ckAistv2 2/Au993 13
. i
DRA2NAGE PLANS [caat' d]
4. There are na long curves with flat grades
which pose a grohlem.
5. The centerline raad stationsf offsets, and invert
elevations for all 1I31et5 are shown on the plans
and profi}.e. 1
5, Grate type is shown ❑n the plan and is
acceptable. (Spakane Couraty Standard inlets in
county KOW, on private property ❑ther inlet type
may be specified) ~(TYPe 1: L3-2; 'Iype 2: D-4)
7. A detail drawing of the grate/curb installation
is shown on the plans and includes the 2"
depression and transitions as per caunty
standards for grates trxat are located within
county RQW, ❑r referenced to SCRS std. detail D-8
8. A curb cut detail is shawn on the plans wa.th the
new county back drrap with transitions and a2"
depression for curb cuts inside county RnW, ar
referenced to SCRS std. detail B-15
9. The plans shows acceptable cunc cut details and
grate details for installations which lie within
private road easements.
10. If inlets are in a gravel road vr a dirt ditch a
6' x 5 r A, C. apron is shawn around the inl.et.
11. Catch basin ar special manhole detail.s are shawn
or a standard drawing is specified.
12. Critacal low pvints in the drainage system have
been prnvided with overflow easements.
208 SWALE SY5TEMS
1. Is the swale lvcated flutside a future set aside
area? See Findings and Order for where setasides
are required.
2. The swale bottom and sides have sod or grd,55 turf
specified. ,
3. Swale side sloges da not exceed a 3:1 side slope.
{A 2:1 side slope is allowed if swale dspth is
less than 12" deep. Should only lae allowed where
cQnstrained by obstacles}
4. Tf depth af water Ifrom bottam to dryv~ell rim is
between 6 and 8 i}nches, svil mixture has been
speGified which meets Spokane County Guidelines,
ckliatvx 2/Aug93 12
DRAINAGE PLANS (caat'd)
Riprap - stone gradation, pad dimensions
7. A,re percolation tests required for sails in this
area? ~
8. Daes the draa,nage report identify the SCS soil
groups f or the groject area arad for the proposed
roads to be built in the project area?
g. Does the drainage design propose to divert water
fram a natural watercvurse?
10. Does the drainage design concentrate rrrater flaw
where sheet flow previcausly existed.
11. Does any pax't of the plat lie within a designated
100-year F].aod Plain Area?
12. Does any part of the plat lie within Zane af
the designate Flaod Plain Area?
13. Is the max. street pvnding in any gart af a Zone
"S" less than 1' ?
14. Dves the plat contain apprapriate language
limiting the lowermost opening in a structure
lacated in a Zone "B" to not less than 1' abvve
the lowest road elev'ation?
15. The drainage cancept is campatible with pTanning
commission requirements.
16. The differeance between present and future flaws
is retained on the site.
INLETS
l. The inlets shawn are within the stream flow.
2. Inlets are shawn on the Zow side Df a road ar at
the ].ow point of a vertical curve
3. Curb type inlets are shown at sags and are
pragerly sized.
Perimeter dQes nat include the side of the
grate against the curb face (all grate types).
Perimeter is divided by 2 for calculatians
where no curb opening ('I'ype 1) is grovided.
Area = clear area - 2 fvr Type 1 grates}
~
~
ckliat„2 2,Au993 3.3.
. , i
nRAINAG$ pLArrs
1. Has a p].at map been submitted which shows lrt
dimensions, street widths, etc.?
2. Was a contour mag submitted ta properly determine
drainage basins? i
4. Were all exasting drainage courses shown?
5. Were all the propased drainage courses shown?
6. Were Hydrologic calculations submitted fvr each
basin? (Bowstring if area s 10 acres, SCS TR-55
if area > 10 acres)
Offsite (50-yr storm if undeveloped, 10-yr
storm if develaped)
onsite (10-yr storm)
Q far entire area
Q for roads on].y
INFILTRATION PQND
Actual pond volume provided
DETENTION POND
Release to pipe system: contain 50-yr
developed, release at 50-yr pre-develvped,
vverflaw to pipe for 100-yr develaped, emergency
flverflaw weir far 100-yr developed Retained ❑n site, no drywell; contain 100-yr
developed; emergency vverflow for 100-yr
developed
20$ SWALE$
208 swale floor area, volume requirements
208 swale floar area provided
208 swale volume provided
CDNV$YANCE
Canveyance pipes, ditches, gutter flow depth
is less than gutter height
Backwater - pipes, ditches
Headwater - culverts
Curb drop/curb inlets
an grade ( f ig 16), sump ( f ig 17)
Grates - sump (fig 15), continuvus grade [fig
16]
_ i
~
C1CX x F3CV2 • 2'paLLg93 10
i
~
ROAD PLANS (c4nt' d)
18f. BCR, MCR, and ECR elevations at intersections
withcaut stvp sign control are set s❑ that the
superelevatiaa-► between the intersection and the
curhline does not exceed: (ref. AASHTD)
10%- (f lat terrain)
8%~ (ralling terrain)
5 (mnuntainous terrai.n)
19. CUL-DL-SACS
19a. The cul--de-sac grades (top ❑f curb) meet caunty
cul-de-sac standards (1%~ min.)
19b. The cul-de-sac curb is shcswn in prafile
20. INTERSECTIaNS
20a. Do the intersectians meet the 2% grade
requirements?
2[}b. Wheelchair ramps are provided at intersections
with sidewalks
20c. If there is a change af direction at the
whee].chair ramps, are the ramps oraented so that :
a 5'x5` pad is provicled at the top of the ramp?
the required 51x5` landing zane at the batt❑m
of the ramp is located anside of a l.ine drawn 11
inside a line extended between the curb faces ❑f
the adjoining street at interssctions?
any drainage structures are located outside ❑f
the landing zone?
20d. The intersection horizontal sight distance
analysis shows that sight triangle encraachment ,
on private property is 21 Dr less
21. Is there a need for slope easements?
22. Is there a need fDr erosion protectiQn?
23. DRIVB'DdAYS
23a. Can a driveway slope af 8W vr less be maintained
between the edge of pavement and the right-of-
way?
23b. Can a driveway slope of 12s or less be maintained
betweera the right-af-way and the building setback
line?
eklistv2 2{Aug93 9
ROAD PLANS ( coat' d)
14. Has an "R" value test been performed for each
sail grvup?
14a. The pavement sectian is adequate far the R-value
and Traffic Index for the raad type
15. Locations where water is intended to flow through
an inlet vr curb Gut are at the 1ow paint in
vertiCal curue
16. SIGNAGE PT.nu
16a. Stop signs are shown for all streets whach
intersect an arterial (Check with County Traffic
Engineer if there is a questiora)
16b . 5treet name signs are shown at all intersecting
streets
1Gc. Is there a need for barriers at the end af dead
end streets?
16d. Is there a need for other special signing? (Check
with the Caunty Traffic Engineer)
17. Has the Fire I]istrict approved all proposed
grivate road turnarounds that are sukastandard
aceordzng t❑ our Spakane County Raar3 Standards?
18. C'URB RETURNS
18a. Are BCR, MCR, and ECR statinns,lelevatimns on curb
returns shown
an the plan?
in the profile?
16b. Are the curb return elevations cQrrect?
18c. Is there positive drainage from the road
intersectian to tMe MCR?
18d. Curb return radTUS meets County 5tandard minimum
of 20' (to back af curb for ralled/wedge curbs,
tv face for vertical curb face types)
15e. BCR, MCR, and ECR e3evatians are set to allow
drainage fram the ceraterline to thE curbline
1$f. BCR, MCR, and ECR elevations are set s❑ that the
superelevation between the intersection and the
curbline is banked properly far right-hand turns
into and aut af the intersectian roads (the road
slopes from the intersection down t❑ the
flawline)
C1C11fftV2 2/Aug93 8
.
~i
ROAD PLANS (caut' d)
12i. A4"-wide, white painted fagline at 12" from the
edge of paving is i.ndicated (tapers or tangents)
12j. Are the curb grades abnve the caunty minimum af
0.8%? i
G
12k. Tf curh grades are below 0.8°s, has a special note
been added which requires a licensed land
surveyor tQ verify that the curb farms are at the
correct plan grade prior tv canstruction?
13. NED+T STREETS
13a. Does the propvsed alignment meet 5pokane County
Standards?
uertical
slopes
vertical curve length
harixantal
curve radius
13b. The plans show the typical cross section for
streets
13c. DQes the propased street width match the Findings
and drder?
13d. ThE Cr'o55-5@Ct1C711 ShOWS;
Bx1St1.Ilg R/Tlnf
prflp❑5€.'d R/W
future setaside
13e. Does the typical section an the p1ans meet
Spokane Cvunty Road Standards?
cross slope is shown
cross s1Qpe is within standards
crass slope is cnrrect when checked on prQfile
13f. Curb type:
shawn
proper type f❑r the rvad classificatian
meets Sp❑kane Caunty Raad Standards for curbs
within the public Light-of-way
consistent with the curb type in the general
area
13g. Are the curb grades above the county minimum of
0.8%?
13h. If curb grades are below 0.8%, has a special note
been added which requires a licensed land
surveyor to verify that the curb forms are at the
carrect plan grade privr ta canstruction?
ckla.stv2 2/Aug93 7
RflA'fl PLANS ( cont' d)
6. Is the bench rnark shawn ❑n the plans?
7. Are stationing equatians shown?
8. Is stationing carrect (sauth t❑ north, west to
east, reading left tfl right ❑n the plan)?
9. Are existing utilities shown on the plans (or an
informati❑n copy af the uti.lity plans subrnitted)?
10. Are praposed utilities shown vn the plans (or an
informati❑n cogy ❑f the utility plans submitted)?
11. Does the nate "Any conflicting utili+ties shall be
relocated gribr tQ constxuction of roads or
drainage faeilities." appear vn the plans?
12. STREET WIT3ENING
12a. Are curb design sheets pravided far widening nf
existing streets?
12b. Does the curb design cvnform t❑ Spokane County
Standards of section cross slape (Between 2g and
4.5s) ?
12c. Is there a street cross section shown for
widening existing strcets?
12d. Daes the prvpvsed new width match the width
required in the Findings and Order?
12e. The cross-section shows:
existing R/W
proposed R/W
future setaside
12f, 100' (min,) pavemealt taper into projecC is shown
(1) There is adequate R/W for the taper to extend
farorrt the new paving width to existing pavement.
(2) There is inadequate R/w f or the taper to
extend from the nuew paving width t❑ existing
pavement; taper extends from existing paving tQ
R/W.
12g, Length of pavement taper out ot project meets:
WS2 60 far design speeds s 40 mgh
WS far design speeds > 45 mph
12h. Transition fram end of curb to existing paving is
shown (curh shauld nose dawn in 1211)
clc1istv2.3/Aug93 6
RClAD PLANS
1. List any rvads lthat must be designed and
constructeri Qn the proj ect .
ROAD REQ' D WIDTH 1JESIGN 1KZN. /MA)C • STQPFING SIGHT MIN. CiPRZ7E
NAME CLA3S. FAVEI] FtIW TERFtAIN SPEEI7 GFtAI]E L7Y5'I'ANCE HORTZ. VEFtT.
2. Planning canditions require subrnission vf a
landscape plan. (NO'I'E: Usually associated with
P[]Ia' s )
3. I have checked the landscape plan agai.nst the
rQad and storm drainage design and there are the
follawing conflicts:
4. The follawing road plans have a bearing nn the
design af raads fvr this project and a copy is in
the file:
5. I have sent an "R" value and percolation test
request to the Construction SeGtion with soils
i.nformatian and a layout of the praj ect . +'R"
value test reqqaest to Designer
(date).
ckiigtVs 2]aug93 5
FI$LI7 RfiVIEW
1. Field investigati❑n trig made on
2. Report completed and put into file an
3. Are there any existing utilities on the project
site? (Overhead pvwer, fire hydrants, etc,) If
yes, describe.
4. Are the drainage basins on the grvund the same as
thflse that are presented in the drainage report?
5. Are there any drainage channels directed taward
praperty?
6. Are there any drainage channels directing water
through the pr❑perty?
7. Do Gnunty roads cut off drainage as per drainage
Ca1CUlations?
8, If there are culverts under county roads, does
the flow go away from ❑r taward the project?
9. What kind of ground caver exists?
10. Describe any existing Ghannel conditions:
11. Describe channel cross sectian:
,
12. Existing Curb Typei~
ckl2stv2 2/Aug93 r 4
i
GENERAL TTEMS [ coat' d]
22. Locate the Findings and order for the prQj ect and
Zist any unusual eonditions :
-z ~ lz ~Mv ~ ~7 ~
5a` k[~i Ow C12~d a Aazm 36 `&44d
6
Ao ~ 7~ (V*w Am
r
~ ~ ~ ~ 5-elw. ~
Cam
23. Sackcheck of previous comments campleted
~ 24. All previous comments adequately addressed
M~& ~0 ej(k5 ~ ~W4,13(0 G~
~
ok].a,atv2 .2 fAugS3 3
• ~ 1
~Id
GENERAL ITSKS (caat'd)
~ 10. 'x'he developer has signed and appraved the road
and drainage plans
~11, Are there any conflicts between the proposed
~ drainfields and anY draina5e ditches an the Plat
~ 12. Bowstring calculations by developer are in the
file for this reuiew.
13. Vertical curve stopping sight distanee
calculations by developer are in file for this
reviera
14. Horizontal & vertical alignment sight distance
calculatians by develvper are in file for this
review
15. The engineer/developer has gravided eviderace of
covrdinata❑n with the electric utility servicing
the project
16a. The file cantains a Spokane Ccaunty Section Map
lbb. The file contains a Spokane County Assessors's
Map
16c. The file cantains a.n aerial photo of the propased
project area
16d. The file contains a corrected preliminary of the
final glat map
17. The project is located in urban boundary area
18. The prvj ect is 1vcaCed in the Aquifer Sensitive
Area
19. The project plan name matches the plat name
20. Are Chere any part5 crf the proj ect located in an
identi f ied Flooci P1ain Area?
21. List any design cieviatian requests and their
status:
~l
cklietv2 2,p„g93 2
SVaMITTAL CHLCICZIST
PROJECT # P1677
REVIEW # 3
REVIEiM1TER: Ed Parrv
DATE: 17 August 93
PRQJECT: Hillview Estates Renlat
PROJECT SPQNiSOR: Mike Basseta TEL # 927-7951
PROJECT ENGINEER (Road & Draa.nage Plans) SimDson:Doucr Christenson
TEL # 926-1322
PROJECT SC7RVEYOR (Plat)
TEL #
GSNERAL ITEMS
YES ND l1i/A
~ l. The $100.00 fee far plat review has been paid to
Spokane County for this suYamittal
/ 2. An agreement t❑ pay fees has been submitted to
~ Develapment Engineering Services
3. The fee agreement has been signed by the project
owner or aprincipal of the developer's firm. If
signed by an agent of the oraner, writCen
authorizativn from the awner is attached t❑ the
fee agreement 4. Review fee account is current (no invaices over
30 days autstanding)
~ S. I have noted the plans in, plans out dates on the
pink sheet in the file
~ 6. Y£ the groject is a mobile hQme park, were the
glans reviewed by Planning?
I~ 7. The plans are on 24" x 36" sheets
~ 8. The calculativns are bound together
~ 9. The plans and calcuiations are stamped and signed
by a Professianal Engineer
1
• ♦
REVIEW COMNIENTS Page 2 of 2
18 August 93
REVIEW # 3
PROJECT # P1677
NEW COIVIMENTS
1. Provide intersection sight distance and stopping sight distance analyses at 31st Court/Clinton
intersection as required by the Finding and Conditions for this project
v
LOT PLANS
Lot 1: No comments at this time
Lot 2: Need to show easement around pond floor, similar to that shown at Lot 1
Lot 4: Need to show easement around pond floor, similar to that shown at Lot 1
Lot 9: Indicate length on property line around CR
Pond 5: I,ot plans are not required for drainage facilities in the R/W. If drainage from the Public R/W
is directed into privately-maintained drainage facilities, an easement to the County will be needed
~f~'2`'( •
A1771 We( 70 IVo✓B ~ 5ed~~r'+ S4e4_ f~' ;=i)L-j
~ i
~ONEMENTS
SPOKANE CQ[1NTY
DTVTSION QF ENGINEERTNG & R(]ADS
1026 W BRDADWAY, SPOICANTE WA 94260-071(}
PHt}NE (509)456-36M FAX (549)324-347$
REVIEW 3 REVIEWER: Ed Parr~
_ZR[]JECT P1677 DA'rE: 18 Auizust 93
PRaJECT NAME: Hillview Estates Renlat #2
PRIEVioUs coMMENrrs
GEr~PUL rTFMs l. Revise lvt plans for lvts 2 and 3(should be 4) to include easements (need #v shvrv easement araund
pond floor, similar to that shvwn at Lc2t 1)
2. Verify soi1s type and suitability for dryweils at the northern portion of the site (based on evaluativn
by 5pvkane County Construction Dept., the sails nn the site are nat suitahle for type "A" dryweBs.
Only type "B" drywells should be used on this project site)
PLANS
Sheet 1
6. Provide easements for ponds 2 and 3 that will give Spaicane Cvunty iMgress and egress rights to the
pvnds in the event that the rawners fail to maintain them {need to show easement arQUnd pond floor,
simiTar to that shown at Lvt 1}
i
il
I
S P Q 1< r'~T E - ~C Q u 1'~r 'r ~r
OFFICE OF THE Cf7iJNTY ENGIIVEER • A D1Vi5iOid L3F TI-fE PLIBLTC W{7RSGS DEPARTMENT
Ronald C. Harmann, P.E., County Engineer , Dennis M. Scott, P.E., CDirecter
August 18, 1993
Ilaug Cnristensan '
5irnpsvn Engineers, Inc.
SUB7ECT: P1677 - Hillview Estates Replat #2
3rd Review
Gentlemen.
A review af the raad and drainage plans fvr this prvject ha,s been accvmplished. Areas of
concern tv us are indicated in red vn the attaehed grints. Please make the corrections and
resubmit them ta this affice in vrder that the revierv process rnay proceed. When the nlans are
resubmitted. rnark all chanees on the revised nrint in color. PleaSe provide 2 cvpies vf the glans
and calGUlativns with each submittal.
If you have any questions about this reraiew, please cvntact us at 456-3600, Thanfc yau.
Very truly yaurs,
RanaId C. Hvrrnann, P. E.
Spvkane Cvunty Engineer
Edward . P, Jr., P.E.
Plans Review Engineer
encls: Plans (1 set)
Calculations (1 capy)
208 lot plans (1 s+et)
Casttrnents (2 pages)
cc:19(roject file
reviewer (camments oaily)
II
W 1026 Brvadway Ave Spokane, WA 9926(}-0170 (509) 455-3500 FAX (509) 456-4715
I~I
.
REVIEW COMMENTS 7/21/93
REvEEw # 2 PROJECT # PE-1677
r 4) Furnish a final, bound copy of the Drainage Report to us with your next re-submittal.
!W
REVIUEW COMMENTS
SPOKANE COE7I+3iTY
DIVFSIDN OF ENGINEERING & ROADS
1026 W BRQADWAI', SP{]KANE WA 99260-0710
PHONE (504)456-3600 FAX (549)324-3478
REVIEW 2 REVIEWER: RO1V PACE
Fk+OJECT PE-1677 I7ATE: 7 I 21 /93
PRC] IECT NAME: HTLLVIEW ESTATES REPLAT
3IST CQllRT STREET PLAN AND PRt3FILE
~l} Reference Spokane CounCy T3etail No. S-8 far the wheel chair rarnp located at the corner of 31 st
Caurt and Clintan Streef.
2} Re€erence the curb return data to the applicab€c curb return at the intersectivn of 31st Cvurt and
Clintan Street.
3j Based on the praVided WSI7OT "R" value of 46 and a traffic index of S, the raadway sect»n
neecls to be 2" ACP over 8" crushed rock. ReVise the typical section detail.
4) Add the fvlIowing note to the p]an, ° Alt drywells shall be installed with filter fabrac (Amvca
#4545 vr appraved equal) around the dryrvell barrel and between the drain rvck and the
excavated lateral ground surface."
V5) Add a 5tvp sign to the intersection vf 31st Court and Clinton Street.
Frvvide easements for Ponds 2 and 3 tt7at will give Spakane County ingress and egress rights
0 0 to the pvnds in the event that the owners faif to maintain thean.
GENERAL ITEM~
U) Revise loC plans for Fonds 2 and 3 to include easements.
2) Prowide a separate typical '20$' sectian detail on 8 112 * 1I paper that can be attached to eaeh
iot pian.
3} Verify thraugh a geatechntcal engineez' that the sotls on the narth corner of the site that are
nmapped as Hha are really an aeceptahIe svil for drywells without requiring a percalation test
(See section 4-4.1 of Cuidelines £or list of acceptab le svils that do nvt require a percolation test)
or perform a percoEation test veriFyizlg the soils suitability. Caordinate with Spokane County
Canstructian Dept. fQr thts work. y
',i
!
z
S P C) 1--- ~ rr E C C) Lr t-~T -e
OFFIC"E DF THE CO[NTY ENCINEER ► A DIS+`ISTC]Af []F'C'HE P[IBLIC WOw DEFAFtTME1V`1'
Ranald C. Harmann. P.E, Coun#y Engineer Dennis M. Scgtt. P E., Director
Date: 3
~ I m ? s cr~ L ti S i N5 c, . sm cov%x"S
I~ .90'1 ~PI R GD~IwE ~A D i v rJt ~'~.S'~'C~V~
~
° ~
~I~0,4ANC ~ eACACIxMY, O~- ,
~~~laj -V e
r t_W i Gw C~~ATVs ~ CFV4T G0jAri'1EMS
SLTB]ECF: p u # -z
~ ~ 3
Gentiemen:
,h review vf the r4ad, drainage, and parldng plans for the above-referenced plat, shot`t
plat, bi.uding site plaas andlar building penQait has been accamplished. Areas o£ concern
to us are indicated in red on the attached prints. Plea'se make the correctians and resubmit
them ta this vffice in order that the review prvicess may praceed. When the ndans are
resubmitted, mark aH chaniies on the revised Drint in cvlvr.
If ycau have any questions about this review, please contact us at 456-3604. Thank yau.
Very truly yvurs,
Ronald C Harmann, P. E.
Spakane County Engineer
Rvnaid G. Face, P.E.
Plaaas Review Engineer
f~C~:l~v.1 L~n1r~~ns`f ~
~ `k\W\f\r%4eYbWBroadway Ave. 5pokane, VVA 99264-0170 '(549) 456-3600 FAX (509) 456-4715
:j
6impson Engireers, Inc.
CIVIL ENGINEERS AND LAND SURVEYORS
N. 909 Argonna Rvad • Spakane, WA 99212
(509) 926-1322 • Fax: 926-1323
T0: ~ QQ k,,. ~ ce,u,a
r
• b`~J t ~r r`~ ~
SUBJECT: yt.~ !!v ► r u~_ ~~`~~-r. ~ T7
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31 ST COi.T1tT & CLINTON STREET AI1GLlST 24,1993
SiGHT DLSTANCE A►S1IA.I.,YSlS
Fot adriver waiting to merge fram 31 st Gourt onta Ciinton Street, wc wiil make the
fallowing assumptiQns:
1. Drivees eye is 16 feet belaind the gutteriiae af Clincan Street. The gutte-line is 20 feet
and the driVefs eye is 36 fcet frnm the cerlterine Qf Clinion Street
2. 17rivees eye assumed to be 3.5 feet above fiushed grade, whiGh is appraxirnately elev.
2011.7, th115 tle e}IE eICYatkoA l5c 2011.7 + 3.5 2015.2.
3. The centerline af 31st Gourt is at Clintan Sueet statian 3+16 sn the driWer of the
merging vetuclc is at about station 3+16, 36 feet right of tte centerline nf Glincan Screcc_
4. Existing ground in this area is generally flat to gently slopinS, aPpraximate elev. 2012
ai the intersw#ion, with an ex.isting aWerage slape of abcbut 1.3°Jo &am south to north.
The natwal ground is at eye leyel about 1O4' to the drivezs lef}, and is ahout 3.5 feet
be1aw the eye 100` to the right, a.ind rherefarc dne.s not abstruct the view uf approaching
tratEc. Clinton 5taeet pavement grades are 211/a maxir~ dawrnslape frvm left to right,
with a 5ag veriicat curve at the intet'sec#ivn with 31st Caurt. Site distance is lim.ited uniy
by obstructions in the laterral plane, not by ►►enical relief.
SIGHT I3ISTANCE TQ THE NvRTH (Drivees rig'ht)
CWxton Street is sipraight to intersection with Skyviewr Avenue to the narth.
Distance fram drivees eye to Skyview Avenue centerlioe = abaut 390 #'eet.
pWance to see appraaching Vehicle = a,pproxiinately 3 SO feet (SM atta~heci ske&h)-
SIQHT DISTAhICE T{3 THE SQUTH (Driver's left):
Clintnn Streett is straigirt to intersectian with 32nd Avenue to Lhe south.
Aastance firom dri►vei's eye to 32nd Avenue centcrline =about 320 feet,
. l7istance to xee appraaehing vehicle: apprnxdrnately 30[} faet (see attached sketch).
~j~nGC ~ai-~T
~ Hillview Estates Replat #2 Project Number S93170
Spokane, WA
~
LIMITATIONS
~ This Report is limited to a presentation of test results which are intended
to comply as much as practicable with County procedures. However, even
though County personnel observed and approved those procedures in the
~ field, we cannot guarantee that they'will be officially accepted. Results
presented herein are those determined by the methods described within. this
~ Report and we offer no other warranties, expressed, or implied. '
~ We appreciate the opportunity to provide our services on this Project.
Should any questions arise concerning these results, please do not hesitate
~ to call.
Respectfully Submitted:
~ BUDINGER & ASSOCIATES
~ By: Ste n. Btt, EIT
af f ~ e
Reviewed: F. C. Budi.nger, PE
~ - SDB/rb PE Expries 6/13/94
Addressee - 3
~
~
~
~
~
, 4
~ budinger & associates
geotechrncal & material~ engmeers
hi
~ Hillview Estates Replat #2 Project Number 593170
Spokane, WA
~ RESULTS OF PERCOLATION TESTING
~ TIME DRAWDOWN PERCOLATION RATE X REqUIRED
(min) (inches) (inches/hr) (72"/hr)
~ 0 0 0 0
15 42 168 233
30 10 40 53
45 8 32 45 -
~ 60 6 24 32 •
~ Spokaae County requires a percolation rate of 72"/hour calculated from the
slowest 15 minute period of the test. Results of this test indicate
~ appro:cimately one-third of that rate during the slowest 15 minute period.
~ CONCLUSIONS
Based on the soils encountered during exploratory drilling, and resul[s of
percolation testing, we conclude that Te-st Location #l is well-suited for
~ the proposed double-depth drywell. We conclude that the test for the
single-depth drywell at Location #2 does not meet Spokane County
~ requirements. In our apinion, a test for a double-depth drywell at this
location would have much greater results, as the permeable gravels found
~ below approximately 6' will accept perhaps a thousand times more water than
the overlying silty sand. We conclude that the permeable gravelly soils
~ found below approximately 6' are well-suited for stoxmwater disposal.
RECOMMENDATIONS
~ We recommend that drywells be designed and constructed to dispose of
stormwater in the gravelly soils found below depths of 6' to 81. We
~ recommend that drywell capacity be calculated based upon the surface area
of the wetted perimeter. We estimate the Darcian Coefficient of
~ Permeability (k) to be about 11' to 1`/day, for the sandy soil and about
500'/day for the gravelly soil.
~
~
~ 3
~ budinger & associates
geotechnical & matenal engineers
~ Hillview Estates Replat ll2 Project Number S93170
Spokane, WA
~
Test 71 was conducted in the northeast quarter of the subject property at
~ the proposed location of a double-depth drywell. Soils in this area
comprise medium to fine silty sand to depths of about 7', underlain by
gravel with small amounts of sand, trace silt, and occasional cobbles. The
~ test boring was drilled to a depth of•14'.
~ Following installation of the test well, we attempted to perfoYm ~the
saturation or soak portion of the test by injecting 270 gallons of water in
~ approximately 15 minutes. The soils accepted this water nearly as fast as
it was introduced into the well, and we were not able to raise the water
~ level in the well appreciably. Aa additional 300 gallons of water was
injected into the well with similar results, and the test was discontinued
~ as it was apparent that we could not provide sufficient water to saturate
the soils for the 1 hour period required by the County. County
representative Jim McLefresh indicated that this was acceptable.
I
Test 02 was performed in the northwest quarter of the site. Soils at this
~ location were similar to the first location, consisting of inedium to fine
silty sand to depths of 6', with gravelly soils below. As a single depth
' drywell was proposed for this location the test well was completed to a
depth of 8;1' below grade.
' . Approximately 200 gallons of water was injected into this well before
beginning the saturation period of the test. During the 1 hour saturation
' period, the water level in the well was maintained near the surface, which
required an additional 200 gallons. At the end of the 1 hour period the
' flow to the well was shut off and rhe drop of water within the casing was
measured periodically.
'
'
'
2
budinger & associates
' geotechnical & matenal engmeers
fl _
i - ~ 3820 E Broadway Spokeno, Waahlnpton ~20Z
budinger & associates
geotechnical & material engineers
~ Piike Bascetta July 30, 1993
E. 3117 Bascetta Lane
Spokane, WA 99206 Project Number S93170
~ PROJECT: Hillview Estates Replat #2 »
Spokane, WA
~ • SUBJECT: Results of In-Situ Percolation Test
~ Gentlemen:
As requested, we have performed percolation tests in accordance with the
~ Spokane County draft "Interim Percolation Test Procedure" to aid in the
design of drywell installations.
r The field work consisted of drilling percolation test borings, installing
percolation wells, monitoring percolation rates, and was conducted by our
~ Staff Engineer (Randall Gustin) on July 29, 1993. Percolation tests were
monitored by Spokane County (Jim McLefresh).
~ The Spokane County test method may be generally described as follows: A 6"
~ diameter boring is drilled to a depth approximately 2' below the proposed
drqwell. A 6" pipe is then forced into the boring. Water is then fed into
the test well at sufficient volume to maintain the water level in the test
~ well at the surface. This level is maintained for 1 hour and the flow
shut off. The resulting drop of water is then measured periodically (15
~ minute intervals) with respect tio the surface for the following hour.
~ Results are presented in inches/hour of head loss within the pipe.
~ The test wells consist of 6" inside diameter, 3034 PVC sewer pipe. The
~ pipes are perforated with 1" diameter holes, located at the rate 12/lineal
foot, and completely enveloped in filter fabric (Amoco Propex 4545).
~
~ (509) 535-8841 F.C. Budinger PE
Stephen D. Burchett EIT
~ FAX (509) 535-9589 John E. Flnnepen EIT
~
HILL\/IE W VrS'fA TF JZ F-f'LAT ~2 JOV e L93131•
~
{~ESIS'r'ANG~ v~,LU~ TIEST RFE 5 [A LTS
' EXUt7ATtON PREgSUR' (PgL)
^ 8C0 TOO (e00 SGO 400 300 ZDO 100
100pL TT~,
90
t w 2a 4-j Ii••
~ 20 I~ ~ ~ i! I i I I I: i~'~ i~!~ I• I i I' I; i I I, eo
_ ~ ~ ' ' 1 i i ~ i ! I ~ ~ ~ I ~ I i i • E ~ i ~ ~ ~ I ~ ! I ~
' Q , ; I I I 't I ~ ~ ~ : ; I ~ ~ i I ~ : ~ : ; ~ ~ ~ i I : ; ! i I 70
J 18 ' i • ~ ~ ~ 1 1 ~ : I 1 ' ~ ~i T~ ~~I ~ i ~ i ~ i ~ I 3 ~ ~ I ~
~ ~I I~' I I(~ ! i' I' i E/' I I i I I. I ~.!~I I• ~
~ 1 ~o i E ~ i . ~ ~ I ~ ~ ~ ~ ~ i ~ : • ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ -
r4
I , ` • I ~ I ~ i i ~ ~ I ' ~ ~ ~ I ~ ~ I E ~ i • i I i
J
~ ' ~ ~ ~ ~ ~ ~ I ~ ` ~ t~ i ~ • ~ ~ ~ ~ ~ ~ ~ ~ i ~ . ~ i , ~ ~
N aI
~ ! ~ 1 ' ~ ~ ~ ~ I ~ ~ j 3 ~ ! : . . ~ 1 i • I . I 30
J1 io ~ ~ ~ ; ~ I i I i i i • ~ ' . ~ ' ' ` ' ~ ~
lll i I~ I i ~ 1 I/~ I
Z 8 'H 20
i; E: I~ I
V 6 ILi i f I I i' o
~ 4 II
~ i i I I 1 I I~ I f i; i i. E i;`~ M''~I i i I
' W 2
I l I_ I l I I iI~~I IL-i_,i IL!
V O 2 4 ee s 10 12 14 1 fo 18 20 22 24 2(o
' COVEQ 'fHIGKN~sh ~Y ~KQANSION PRESyC~1R~ ~in)
1
' ~aPEGIMEN ~ A I ~ I G I ~ I E I ~
c-7CUCATION PFtreZ-ouR6'c <Ptvi) I~8'Z I 247 I 1'7 r!, I I I
' E~PAN~aI~N vi~,~ (.0001") I 1c;, I 12 I 10 I I I
ExPANs,ON PR~sSURE (~f) I&G I y-2 I4-55 I I I
~ RV SI STANGE %/ALliIE ~~k;z") I 4& I ~l9 I 27 I I I
'7. MOIy?uRE A? Tes'T I 101 S9I 11.07 1 11.Ci4 I I I
' CFZY v~ hrsiTY AT TEST (Paf )1 1 26,.1 I 12 S.(o l 1'24.1 I I I
LUG AT L}G~ p'~L
~X vUAdATlON 46
PR~ySuR2
' Q~~A L v1 6 AT e X T~A Ny IvN
f o NIA
PRE°~S~+FZ~ T.I. ~ G
budfnger & associates
geotechrucal & moterial engngers
~ .
~
~ 3820 E Broadwey Spokane, Washlnaton M20Z
~ budinger & associates
geotechnical & material engineers
Mike Bascetta June 24, 1993
~ E. 3117 Bascetta Lane
Spokane. WA 99206 Project Number L93131
~ PROJECT: Hillview Estates Replat 02 ~
31st & Court
Spokane, WA
~ SUBJECT: "R" Value
' Laboratory Testing
~ Gentlemen:
~ In accordance with your request, we have tested a sample which was
~ submitted by you to us on June 15, 1993. The sample submitted appeared to
' be a sandy silt with a trace of gravel.
"R" Value determination was performed in accordance with Washington State
~ Department Transportation Test Method 611. The test was performed by
measuring the resistant value and exudation pressure of a soil sample when
compacted into a 4" mold at different densities. The test is a measure of
~ the Subgrade's potential support characteristics under the kneading effects
of traffic. Results indicate the "R" Value of 46. Test results are
~ presented graphically on the attached "R" Value form.
i
~ It has been a leasure to be of service to
~ p you on this Project. Should you
have any questions regarding our Report, please do not hesitate to contact
us for clarification.
a` Respectfully Submitted:
BUDING ASSOCIATES
~ effrey A. Revard
Mgr.. Laboratory Services
JR/rb
~
~
(509) 535•8841 -s F.C. eudinper PE
~ FAX (509) 535-9589 -y Stephen D. eurchett EIT
John E. Finnegan EIT
} ~OL
. COUNTY,, WASHINGTON SHEET NUMBER 75 (loins sheef 66) ~
R. AA E
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: ~ i►
~.Quick TR-55 Ver.5.45 S/N:1315460151
Executed: 13:23:03 03-19-1993
,
~ MODIFIED RATIONAL METHOD Summary for Single Storm Frequency
First peak outflow point assumed to occur at inflow recession leg.
~
Hillview Estates Replat No. 2 -
Off-site Stormwater Drainage (Streets)
~Basin 6:~ Clinton St. and 32nd Avenue
~ RETURN FREQUENCY: 10 yr `C' Adjustment = 1.000 Allowable Q= 0.30 cfs
~ Nydroqraph file duration= 10.00 minutes
Hydrograph file: HILLVW-6.HYD Tc = 2.27 minutes
~ VOLUMES
Weighted Adjusted Duration Intens. Areas Qpeak Inflow Storage
`C" -C' minutes in/hr acres cfs (cu.ft.) (cu.ft.)
~
0.900 0.900 2 3.180 0.15 0_44 59 18
Storage Maximum
~ 0.900 0.900 10 2.240 0.15 0.31 ( 184 73
~ 0.900 0.900 15 1.770 0.15 0.24 ~ Qpeak < Qallow
MuST PROVinE' 13 Pf, Sti-oaHVE wITH ?'1?E "A~" D~t~.~-~-
poNi'> G NoT DESI4NIS~, BEGWSE uiF De►~~T KNOw wHhT
~ wiL-c- ge B~ILX- oN L.cT lo 6eR ur 11,..
CW,+,c-ES Af ~ A PoND t_oGetT'FD A-T Nk) Ca'iWET- or C.OT (0
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Fn it_ sTRE~.TS oN N~ /~-RaR = 5, 3 2o FT Z
wnT Cv, F'f' KEQur&E~ Fo~ ',Zo6,~
2 t'SL- _ Z ?~Z
~ .'Mi►J . PoND S ►.ZE /t-PP Kdx . Zof X 20' X r. " DEtEp
~
~
i
~ 1
~J Quick TR-55 Ver.5.45 S/N:1315460151
Executed: 13:23:03 03-19-1993
Hillview Estates Replat No. 2
' Off-site Stormwater Drainage (Streets)
(Basin 6:~ Clinton St. and 32nd Avenue
~ .
* * * * * * SUNIIKARY OF RATIONAL METHOD PEAK DISCHARGES * * * * * *
~ Q = adj * C * I * A • »
Where: Q=cfs, C=Weighted Runoff Coeff'icient, I=in/hour, A=acres
adj ='C' adjustment factor for each return frequency
euoron1 3st9 Fiu.ET R=Lo
ASPFNLT: ~torrlo) t~~XGo~+ ( 85.8) = 5AZ6 Frt FaR."Ze9'•
ea•X. w,,,-r_s : G' wce x zis L~f ~ iLyo PrZ RETURN FREQUENCY = 10 years
.r,mL_ - 66i6 prz `C' adjustment, k = 1
o, is AeaE Adj__' C' = Wtd.' C' x 1
Subarea Runoff Area Tc Wtd. Adj. I Total Peak Q
~ Descr__-_-_C'_____acres _ (min) 'C' 'C' in/hr acres (cfs)
impervious 0.900 0.15
~
2.27 0.900 0.900 3.180 0.15 0.44
C~ 6,01(o'))
~ • ovetu-~ND T~ _15 = 0.Z'7 M IN . -
v,oZ
. G44A1J1,1GL TC : /tS SUM E F&-aw t)EPTm FT.
s = ,ol
~ a Fr G. 18 • Q= D, 5 c-PS -s V=A= 6-pp S
, . -rT - - I . cc = r2.0sct.
~ To'nkl.- Te- = 0,Z''1 + 20 = , 2'1 M ~►J .
2
Q = ~ra = (10 1)C3~e)Co~s) = 0.ef4
~
o.4 4~ oS c-Fs hssvh Pn o-hj oF D~ o, I3 ~ r s 09,
~
~
~
Qn?
r •
i6w
Quick TR-55 Ver.5.45 S/N:1315460151
Executed: 17:03:24 03-19-1993
I
MODIFIED RATIONAL METHOD
~ Summary for Single Storm Frequency
First peak outflow point assumed to occur at inflow recession leg.
~
Hillview Estates Replat No. 2
On-Site Stormwatex Drainage ~
~ lBasin 5I •
~ RETURN FREQUENCY: 10 yr `C' Adjustment = 1.000 Allowable Q= 0.30 cfs
~ Hydrograph file duration= 0.00 minutes
Hydrograph file: HILLVW-5.HYD Tc 0.78 minutes
.
- VOLUMES
~ Weighted Adjusted Duration Intens. Areas Qpeak Inflow Storage
`c' 'c' minutes in/hr acres cfs (cu.ft.) (cu.ft.)
~ 0.686 0.686 1 3.180 0.07 0.15 Qallow = or > Qtc
4 o uT ~ Q1r.1 .
STaPAGE viREfl wRN o, 3c~s o~TF~.o~J = O
~
I~r?
~ STbt2AGF pRovIDm f►.1 PoNc~ 5 L' lo"DE" = 9 0 cv • FT.
~ Po ►Jt> 5 wiTri T'1 PE " A" DxH wtZ.L i5 O IL
~
~
~
~
~
~ I
~
~
Quick TR-55 Ver.5.45 -,/N:1315460151
Executed: 17:03:24 03-19-1993
~ Hillview Estates Replat No. 2
On-Site Stormwater Drainage
(Basin 51 '
C ~ * * * * * * SUMMARY OF RATIONAL METHOD PEAK DISCHARGES * * * * * *
~ Q= adj * C* I* A "
Where: Q=cfs, C=Weighted Runoff Coef;ficient, I=in/hour, A=hcres
. adj ='C' adjustment factor for each return frequency
RETURN FREQUENCY = 10 years
`C' adjustment, k = 1
~ Aaj__OcI = wta_'c'~x_1
Subarea Runoff Area Tc Wtd. Adj. I Total Peak Q
Descr. 'C' acres (min) 'C' 'C' in/hr acres (cfs)
~
impervious 0.900 0.05
pervious 0.150 0.02
~ 0.78 0.686 0.686 3.180 0.07 0.15
~ . ov 1EALPai b Tc = ~ IS ( ' ) = o, 21 ,
'til ~ oz'1 /
~ . GWt*J N EZ Ta : qssvME Fi.o w Dc*TFi = a, 09,
. THC~J, a ~ ~iZ ~ „z = 3 a, (.o9) i - -
' Z D.14G FTZ
~ h = ~ Z LS o
5 = 0.008
R G. r8 , q= 0- 17 c4~s ~ v= A s
• T.r =v= 4(6 ^ 34sEC.,= a.s'7 r.tIN.
~
. 'ro'rr-AC- T` = o, 21 + o. 5'7 = O.'? 8 K i►J .
~ ~ GF~K % Q=G(r~ _ ~~~9)C3.18/\ - 0.15 CT'S
M , IS 19 C:Fs~ hsSvr+PnyJ OF D= 0•09~ IS Or,
~
Quick TR-55 Ver.5.45 S/N:1315460151
~ Executed: 16:59:33 06-16-1993
" MODIFIED RATIONAL METHOD
~ Summary for Single Storm Frequency
= First peak outflow point assumed to occur at inflow recession'leg.
~ Hillview Estate
s Replat No. 2
On-Site Stormwater~Drainaqe ~
~ I Basin 4 (revised 6-16-93)~ •
RETURN FREQUENCY: 10 yr `C' Adjustment = 1.000 Allowable Q= 1:00 cfs
,
1
. Hydrograph file duration=••17:OO.minutes..••. _
Hydrograph file: HILLVW-4.HYD Tc 11.18 minutes
_ .
VOLUMES
~ Weighted Adjusted Duration Intens. Areas Qpeak Inflow Storage
`C' 'C' minutes in/hr acreis cfs (cu.ft.
) (cu.ft.)
' 0.343 0.343 11 2.116 3.07 2.23 1,494 823
0.343 0.343 15 1.770 3.07 1.86 1,676 891
i ********************************t***+r************~********** Storage Maximum
~ 0.343 0.343 17 1.635 3.07 1.72 ~ 1,755 909
1
~ 0.343 0.343 20 1.450 3.07 1.53 1,831 896
0.343 0.343 30 1.040 3.07 1.09 1,970 734
0.343 0.343 40 0.820 3.07 0.86 Qpeak < Qallow
~
s~ PA.C, E R.euuu I R-etb W %T-1 1.0 cPS o VrFL-k,J = 9 0 9 e.v • F--
~ STaiLlGE PRo VIDEU 11,-1 Po NX-) 16- C 8° pe~rFl -(8 35 w• FT,
wt't.L i S 0!L
po &.1 D 4- w r TH Ti P E' 13 D 1«4
,
,
~
~ s
~ -
~ Quick TR-55 Ver.5.45 S/N:1315460151
Executed: 16:59:33 06-16-1993
Hillview Estates Replat No. 2
~ On-Site Stormwater ;Drainaqe
lBasin 4 (revised 16-16-93)~
~ lNe-uvcs e.ors io M+, il( vNOgvetoPeo
~
' * * * * * * SUMII+iARY OF RATIONAL METHOD PEAK DISCHARGES * * * * *
~ Q= adj * C* I* A
Where: Q=cfs, C=Weighted Runoff Coefficient, I=in/hour, A=acres
adj ='C' adjustment factor for each return frequency
r -
RETURN FREQUENCY = 10 years
, 'C' adjustment, k = 1
Adj. 'C' = Wtd.'C' x 1
~ Subarea Runoff Area Tc wtd. Adj. I Total Peak Q
Descr. 'C' acres (min) 'C' 'C' in/hr acres (cfs)
-
imperviaus 0.900 0.79
, pervious 0'150 _---?-28--
11.18 0.343 0.343 2.116 3.07 2.23
'
C 44 o ~0.3) o.~
~ . D~1 ERL-RN ~ Tc = i ~ S - ~ I 8 M I N.
'Y,o1
. L- 9 .
F-o P_ F " w FRe H ,SE ce L- I I -ro R+N D e Sw co p-
~
~
~
~ .
~
~
~
. N
• - • _ ..:1.i...,s~::F.,.
r ~
~ Quick TR-55 Ver.5.45 S/N:1315460151
Executed: 10:07:46 03-16-1993
' MODIFIED RATIONAL METHOD
~ Summary for Single Storm Frequency
First peak outflow point assumed to occur at inflow recession leg.
r
Hillview Estates Replat No. 2 "
On-Site Stormwater Drainage •
I ~ Basin 3 ~
~ RETURN_FREQUENCY_10_yr`C__Adjustment___1_000Allowable'Q__0_30_cfs
.J
~ Hydrograph file duration= 17.00 minutes _
Hydrograph file: HII.LVW-3.HYD TC 6.41 minutes
. . . . .
~ VOLUMES
Weighted Adjusted Duration Intens. Areas Qpeak Inflow Storaqe
`C' 'C' rninutes in/hr acres cfs (cu.ft.) (cu.ft.)
-
~ 0.532 0.532 6 2.794 0.55 0.82 314 199
0.532 0.532 10 2.240 0.55 0.66 393 245
- 0.532 0.532 15 1.770 0.55 0.52 466 273
r Storage Maximum
- 0.532 0.532 17 1.635 0.55 0.48 I 488 277
********~t~*****~r************************************************************
r 0.532 0.532 20 1.450 0.55 0.42 509 271
0.532 0.532 30 1.040 0.55 0.30 548 220
~ 0.532 0.532 40 0.820 0.55 0.24 Qpeak < Qallow
~ S'TaRRGE P-Er?✓tREU wirl-t 0,3 c-C-S ouTFi-ovi = 2'77 du• F'T-,
gta"GE Pp.0v,,>e-b Al PoND 3 e 8" Doin-l = ~58 cuFT,
poND 3 vJITH T4PE A'aP-4wEE-4- ~s OK~
~
~
~
~
~ '
Quick TR-55 Ver.5.45 S/N:1315460151
~ Executed: 10:07:46 03-16-1993
Hillview Estates Replat No. 2
~ On-Site Stormwater Drainage .
lBasin 31
~
* * * * * * SUMMARY OF RATIONAL METHOD PEAK DISCHARGES * * * * * *
~ Q - adj * C * I * A .
Where: Q- -cfs, C-Weighted Runoff Coefficient, I- -in/hour, A- -acres
' adj ='C' adjustment factor for each return frequency
r . .
' RETURN FREQUENCY = 10 years
~ `C' adjustment, k = 1
Adj. 'C' = Wtd.'C' x 1
Subarea Runoff Area Tc Wtd. Adj. I Total Peak Q
~ oescr_____'c______acres_ _(min)____C___ ___c' ___in/hr ___acres __(cfs)
_
impervious 0.900 0.28
~ pervious 0.150 0.27
6.41 0.532 0.532 2.794 0.55 0.82
~
o. G
. ove~.-~ND T~ - ~ 15 rao (0,4)
v
~
_ ~.41 M~►~ .
~
~
~
~
~
~ ~
,
~
~ T Quick TR-55 Ver.5.45 5/N:1315460151
Exe:cut[ad: 10:43:32 03-16-1993
J
~
Y, MQDIFIED RATIONAL METHt3D
~ ---T Sumnary for 5ingle 5torm Frequency
First peak outflow point assumed ta ❑ccur at inflow recessivn leg.
~
, Hillyiew Estates Replat No. 2
Gn-Site 5tormwater Drainage -
~ )Basin 21 .
~ RETLIRNFFtEQUENCY~s~1a _yr___`G' AdjustmentT--1_OaDi-_AllaraableT¢____=p_30_cfs
_Hydrograph fi].e duration= 17.00 minutes
Hydrograph f ile : HILLVW-2. HYD Tc = 8.44 minutes
•••VQLUMES.•••..
~ Weighted Adjusted i7uration Intens. Areas Qpeak Inflaw Storage
iC• ■C• minutes in/hr acres cfs (cu.ft.) (cu.ft.)
T 'H
❑.4~l1 (].441 8 2.438 0.62 Q.6'7 ~ __..--'34O l----"188r
0.441 0,441 10 2.240 0.62 ❑.G2 370 204
' 0.441 0.441 15 1.770 0.62 0.49 438 227
~
'T Starage Maximum
a 0.441 0.441 17 1.635 0.62 0.45 ~ 459 23{]
~*~~~t~r*** ~*~r~* x~r ***~t~ ~r*~~r * ~ * ~~~***~r*~r**~t~~~k*a~~*~ ~ ***~*~r~r * * ~***~a~~r* ~t
~ 0.441 ❑.441 2(] 1.450 0.62 0.40 479 223
0.441 0.441 30 1.040 0.62 0.29 Qpeak C QaZ1ow
T
J
' ST'a R}'rG~ t~EQ ~o ~4 w~ o r 3 0 c,ourtFr.a++4.1 •F".
~ 5'raF~rC,E ~~Vine~ r••a ~oN~ ~ ~ $'bEPTH = 634- C-v•FT.
L71~Y ~ELL [ S a IC
pa,a p 2- w rrH T'1 FE "A"
~
~
~
~
~
~ ~ ~ ~
Quick TR-55 Ver.5.45 S/N:1315460151
~ Executed: 10:03:32 03-16-1993
Hillview Estates Repl,at No. 2
~ On-Site Stormwater Dr~ainage
~ Basin 2 ~
~ * * * * * * SUMMARY OF RATIONAL METHODIPEAK DISCHARGES * * * * * *
~ Q = adj * C I * A , ~
Where: Q=cfs, C=Weighted Runoff Coeffi~cient, I=in/hour, A=acres
adj ='C' adjustment factor for each return frequency
~ '
RETURN FREQUENCY = 10 years
~ - `C'-adjustment,-k--=-1- -
Adj. 'C' = Wtd.'C' x 1
Subarea Runoff Area Tc Wtd. Adj. I Total Peak Q
~ __Descr______C'___-_acres (min) 'c' __'C'_ in/hr acres (cfs)
-
impervious 0.900 0.24
~ pervious 0_150----0-38--
8.44 0.441 0.441 2.438 0.62 0.67
~
\ o, ~
fGo~o~4) ~
~ • OVE~Rd-/tN~ T~ _ ~ 15 ,oc 6 J
= 8.44 M~~•►.
~
M
M
M ~ _
M ~
~
1~
~
r
~
Quick TR-55 Ver.5.45 S/N:1315460151
Executed: 09:58:23 03-16-1993
MODIFIED RATIONAL METHOD
Summary for Single Storm Frequency
First peak outflow point assumed to occur at inflow recession leg.
Hillview Estates Replat No. 2
On-Site Stormwater Drainage r
fBasin 1J '
RETURN FREQUENCY: 10 yr `C' Adjustment = 1.000 Allowable Q= 0.30 cfs
Hydrograph file duration= 16.00 minutes
Hydrograph file: HILLVW-1.HYD Tc = 2.50 minutes
.
VOLUMES
Weighted Adjusted Duration Intens. Areas Qpeak Inflow Storage
`C' 'C' minutes in/hr acres . cfs (cu.ft.) (cu.ft.)
0.665 0.665 3 3.180 0.38 0.79 119 74
0.665 0.665 10 2.240 0.38 0.56 336 223
0.665 0.665 15 1.770 0.38 0.44 398 241
Storage Maximum
0.665 0.665 16 1.700 0.38 0.42 ~ 408 241
*******************************************,t********************************•
0.665' 0.665 20 1.450 0.38 0.36 435 232
0.665 0.665 30 1.040 0.38 0.26 Qpeak < Qallow
57aRAG E izE4 uiP-M w~ o-3 c-FS o u Tf Lo vJ = 2-4-1 C-v • FT.
S-raRK, E' P"vcaco t►-i PbND 1. C!B"DePTK =6,17 cu• FT.
Po"D i w,TH T1PE "A' DR4wE1-1_ Is oK
~ ~
QuiCk TR-55 Ver,5.45 SfN:1315460351
~ Executed: 09:58.23 43-16-1993
Hillview Estates Replat Na. 2
r On-Site Stormwater Drainage
`J (Sasin 1)
,
,
SUMMARY QF RATIUNAL METHOD PEP,K D3SCHARGES * * * * * *
;
~ Q ^ adj * C * I * A ,
Where: Q=cfs, C=Weighted Runoff Coefficient, I-in/houx, A= acres
' adj ='C' adjustment factar far each return frequency
RETURN F"REQUEPICY = 1[] yedr5
`L='e r3d]IIStI31f.'I'lti k = Z
, Ad j . ' C' = Wtd. ' C' x 1
5ubarea Runof f Area Tc Wtd. Adj. I fiotal Peak Q
_
~ Descr. "C' acres (min) 'Cr 'G' inJhr acres_ ' (cfs)
' impervious 0.300 (].26
pervi ous. 0.150 0.12
~ ~----m------
2.50 0.665 0,665 3.180 0.38 0.79
e A~+c~►1~ o ►J ~ol~ Tc.
~
~45f.cr6~ rr~4 0
~ i ~rrV."!'+~ ~,G •
' As~uMC' FLD-+ Dcrrri =a.ti 6'
~
A - 'r~ z., ~z Z.r~1 ~ a 46 Frz- ,
3C
B =f5 V= 1 •`l~ -pr S
• 'r - v = - E ~G 5~d. ~ ~ . ~ ~ r~ t►a .
~
~ Z~ ~ l~ 1►1 .
Toi7At- 7'~, = 0.40 $ Z.10
~ G4~iL ' ~
~L ~ b ~'R'°~ a,►.1 ~ ~-F+F.u S ~+rt Fl [a. ~J
~ Qo A ( &4X3.1 9)(° .38 •~j ffi v.~ ~ ~~'s
+a,"79 e fs w o.8 cfs, .asav,"P-A a+J aF a~ o. 116 ' a s a~ .
~
' i~ `'GuiD~n~ES FeP- 5TO1+MWr+TE _lAG
PdN❑ 3:
Fond Floor Area„ A= 1(4 + 32)12 x 401 +(b x 28) 720 + 168 888 sq. ft.
Pond Floor Perimeter, P= 184 I.F ¢
~ Volume at fi" depth = 0.5 A+ 0.5 P
_ 0.5 tgg$y + 0.5 (184)
~
= 444 + 92 9
= 535 cu. ft. Pw.ta 3
~ Vo[ume at 8` depth - 47.67 A+ 4.8I P
= 4.67 (988) + 0.89 (184)
= 595 + 163 ~ w
758 cu. fts
. ~
~ MHiD 4i
Pond Floor Area, A~ 114 x(152) +(b4 x 17) +(15 x 70) = 176 + 1.088 + 1,050 = 2,314 sq. fx.
~ Paid Floor Penmeter, P- 321 1.F
Y n l u c Q e a[ b" d ept h = 0.5 A+ 0.5 P
= O.S (2.314) + 0.5(321)
~•~S I F►~ ~
1,157 + 160 - - - -J faC 64
= 1.317 cu. ft.
p~4
~ Volume at depttx - 0.67 A+ 0.89 P ~
~ 0.67 (2i314) + 0.89 (321)
1,550 + 285
= 1_835cu_ Fg, ~ J
~
F[}ND 5: ~
~ Tbis is a long, scenny "swale" r►Fith 3:1 sicle slupes, tn it the narmw space between thc curbhne and tbe
Propert]' hne nn the narth side oF 31 bt C.ouri innnnadiatcly east nf Glintan Steeet.
~ Vnlume vf swale: ' •
Fur each hnraP forrt of 1-foat-wide swale t]aar with 3: 1 siclr stnpes, die ►+nlume eontaned ut fi" depth it,:
(a.S depth x 1 ft.) + 2sideb x(li2 z 0.5 a 1.5) = 0.5 +0.75 = 1.25 eu6ic feet of voluwe per linud fvvt
~ The 6wnie Fluor is 72 feet long x l.a'-rvide
72 LF x 1.25 cn, Ft. per L.F = 90 cubic frei
M r 'T2 : { !
ds I= Pb +s b 5 Ft-0e 1t --Z~e
a-
~o►~
~
"208" POND VOLUME CALCULATTONS
~ IN GENERAI., for any drainage pond with 4:1 side slopes on all sicies, tbe pond volume can be
cakulated with two components: the volume d'uecUy above the floor area plus the volume above the sicle
slopes. Volume is calculateci at 6' depth for '208' treatment and at 8' depth for swrage, as folluws: At 6" depth:
Poad Volume =(0.5 ft depth x ponJ floor ana) +(1/2 a 0.5 x 2.0 x poncl floor perimetrr)
0.5 A + 0.5 P
At 8' depW:
Pond Volume =(0.67 ft. cicTth a pond (loorarea) +(1/2 x 0.67 x 2.67 x poad floor perimeter) .
=0.67A+0.89P
2.67 feet
2.0 frxt--.i
8' = 0.67 R. '
6' = 0.5 fL
Pond Floor
~ s*s«»«sssssvs~st»t*ts*s*s«*r»~s**~~~ss►s«s**~~rs*»ss~*«s**~»~*tss~~a+a*:s**s«~
POND 1:
~ Poad Floor Area, A= 15' x 50' = 750 sq. R.
Pond Floor Perimeter, P= 130 LF ~ so
~ Volume at 6' depth = 0.5 A+ 0.5 P h PoND 1 FLOoP- io
= 0.5 (750) + 0.5 (130) $o ~
= 3'IS + 65
~ =440cu.f3'
Volume at 8' depth = 0.67 A+ 0.89 P
0.67 (750) + 0.89 (130)
= 502 + 115
= 617 cu.
~
EQLiD 2:
~ Pond, Floor Area, A=(36 + 22)/2 x 27 = 29 x 27 = 783 sq. ft.
Pond Floor Perimeter, P= 124- LF
~ Volume at 6' depth = 0.5 A+ 0.5 P PonrD 2
= 0.5 (783) + 0.5 (124)
' =391+62
453 cu. ft. N
FI.ooR
Volume at 8' depth = 0.67 A+ 0.89 P
0.67 (783) + 0.89 (124)
= 524 + I10 634 cu_ ft.
~
.
I
~ ~ QQ CZOV E,p`~O ~
P SP.O NE CO EN ~
BY. .rc .
. ~
O IAPA ~p
- STORMWATER D ~1~~ S E.
~ PPERMIT REQUIRED °F W"s
Hillview Fstat~R~e~13~~+E1SE~i7t1' ENGINEER #~?y~~ L
~ 456-3600 1
proposed44_~qp"R TO CONSTRUCTI G 3~~~r ^
31bi C.ourt & Cliatnn Street ~ 9961
SE 1/4 of Section 27. T.?S N., R. 44 E.W.M.
~ - s~ON/►
- March 16, 1993 aIRes I5 3 ~
~ Revisrd: June 16, 1993 ~ SUMMARY TABGE: ON-SITE DRAINAGE BASINS
~ Basins: ~ BASIN l ~ BASIIY 2 ~ BASIN 3 ~ BASIN 4 ~ BASW S ~ Units Lo1s included ~ 1 ~ 2& 3 ~ 4& S ~ 6- t L ~ Noae ~ .
~ Total Area ~ 16,430 ~ 27.200 ~ 23.830 ~ 132,795 ~ 3,010 ~ Sq. Ft. :
Pervious Aree ~ 5,120 ~ 16.650 ~ 11,630 ~ 99.093 ~ 850 ~ Sq. Ft.
Impervious Arest ~ 11,310 ~ 10.550 ~ 12,200 ~ 34,458 ~ 2,160 ~ Sq. FL
i. AsphalcRoad ~ b,wo ~ o ~ o ~ 10,752 ~ 2,160 ~ sq. Fc. ,
~ 2. Paved ParkinR 1 2.040 ~ 6,150 ~ 7,800 ~ 11.150 ~ 0 ~ Sq. Ft '
. 3. 4-p{ex Roofs 1 2,200 ~ 4,400 ~ 4,400 ~ 8,800 ~ 0 ~ Sq. Ft.
4. Conc. Wafks { 820 ~ 0 ~ 0 ~ 3,000 ~ 0 ~ Sq. FL
M -Zaa- nna 1 10.490 ~ 10,550 ~ 12,200 ~ 30.702 ~ 2,160 ~ sq. Ft.
-208• vatume 1 437 ~ aao ~ 509 ~ 1.280 ~ 90 ~ cu. Fc.
Poncf Floor M= 1 750 ~ 783 ( 888 ~ 2,314 { 72 ~ Sq. FL
~ Pond Floor Perim ( 130 ~ l?A ~ 184 ~ 321 ~ n/a ~ Lin Ft.
Punc1 Vol. @ 6' ~ 440 ~ 453 ~ 536 ~ 1,317 ~ 90 ~ Cu. Ft. ,
~ ~c~~1
NO7~~ RECEIVED
~ 'impervious Asea" mcludm all four unpecvious area ypes listeei. '1'his figure is usccf in ibe RationeJ •
Method calculations uxkr •Subarea Dacription: Impervio►u►• (convectuct w acres). AUG Z 51993
ir '208 Area' iacludes impervious areas number 1, 2 Aad 3 only. SPQKAN~r,. M1j~GiNEEA
~.v
"Asphalt Raac1' srea for Biucin 4 excludrs 6' width of existing asphalt on east sicle of Clinton ccnterline,
~ which is includad under "Impervioux At+ra' for Besin 4(6' z 126 L.F = 756 Sy. FL). T1wu, this 6' strip
of exieting asphalt is inckuled ia hydrology calculxtion, but excludod from '208' mquirrmenL
- RECEIVED
Builclings are assumad w have as-phalt oompositioa roofs.
~ All Poads hxve 4:1 sicle xlopea, exeept wwale at Basin 5, whicb 6as 3:1 sicla sbpes, avemgC.
Lds 10 and 11, with frontege abng 32zx1 Aveaue, xns commerrial btx (Regivswl Business Zoae M~KNE COUNTY ENGiNEEA
~ '208' drainage aaulyais and facilities bD be desigaed at time of buikling permit application(s).
Basin 4 inclucies 68,800 sy. CL af uaJevebpad Lots 10 dk. I1 as'Pervinus Area'.
- I
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!
PRELRMfNARY PLAT
~ 1p i ~ .trnr .
HJLLVfEW ~ }ESTATES REPLAT ~VO 2
ARENGE E 51MPSC1N ENGINEERS, IMC
CL
. i N.9p9 f1RGOhlNE ROA[7 PH. 925-1322
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Washington 5#ate ouane Berentson
Departmen# of Transpvrtatian 5eeretary o! Transporta[ion
Qistrict fi
dVarth 2714 Mayfair Street
Spokane, Washington 99207-2090
(509) 456-3000
Fax (509) 456-3089 ~
November 9, 1992
1VIr. Steve Horabiawski
Current FIanning Administratar
Spnkane County Planning
Braadway Gentre I3uilding
N. 721 7efferson
Spokane, WA 99260
Re HilIview Estates (PE-1677-J2 ZE-41-92)
, Dear Mr. Hvrobiowski:
After reviewing the prediminary subdivision and zvne reclassif catian appliGation far the ahove
subdiVision the Washingtvn State Department vf TransportatiQn has the follawing comments:
I]ue to the fact that this development is in c9ose proximity ta SR 27 (Pines Rd.) arrd
32nd Ave, t'he traffic generated by this develvpment will have a direct impact on
SR 27. BeGau5e C]f tF115, WSDC)T requires that when a Sl~e pIai1 15 SLfY]lll1tted fQC tih1S
develnpment that we alIowed ta review and comment on thss site plan before any
building permits are issued. Depending on the siae and intensity ❑f this deVelopmenf,
WSDOT reserves the'right ta require the develaper to eanduct a traffic analysis and
canstnact the necessary mixigating measures. This wi11 insure that access to SR 27 is
handled in a safe and efficient manner. If you have any questions abvut the above comments please feel free t❑ cantact Ted Trepanier in
our District Planning Dffice at 456-3996.
5incerely,
7. G. LENZI
I3istrict A,dministrator
By• THEDDORE J TREPANIEER, F.E.
I7istrict Planning Engineer
dCL ,
TJTIg#'
cc.
~
2~~~~ ~
-~C90
S . P 4C3 I< A 1,4 r- C~ C3 U rv 'x' `Y ~
OFFICE 4F THE COi1lelllf $tVClAIEER • f, D[VIS[L7N i]F Ti3& I'CJBLCC WpRKS DEPAHTMENT
Rcanald C. ,Horirrann. T'.E., County Engiiaeer _Dennis M. 5cott. P.E., I7irector
FEE AGREEMENT
ENGiNEER'S AGREEMENT NUMBER ' T Q77 ~
'fhis agreement between Spokane C:)unty and
~name ai pers~nl .
WhOSe 1i1t0CP.St 1I'l the pLO]ECfi 1S
ka.c. uwnu, agm, nv-J
is ente_red into this 0 day of 19 q 3.''fhis agreement is applieable t❑ the project
kilowC4 a.S.'a
(projecf~d'°oresi: s.rr fiYcnamc dr' irIIm'~'} " _ • ,
That the individuals and parfiies named herein as harnng an interest in the ahvve described praperty or
project agree to the folTowing,
1. They request that pricarity review be given to their proje,ct.
2.. They agree to reimburse Spokane Gounty for project review fees as specified sn
Board of Count}+ ~mmi~ioner's Resoluti9n $4-1592 attac~ent Ca as amended.
~The fee,s wi[1 be based on douhle-tirne oost incxrred by Spvkane Caunty for proje:t
reviews plus ten percent adininsstrative eF►arge, and will be billed monthly as accrued. !
3. The undersigned agrees that these fees are due and payable u,pan receipt of the billing'as sPec%4ed
ahave. `Ihe rnonthly billing should be sent to the attention aE
IuA.ME:
.4DDRESS: S - 3 7 .C.z' f~-~-~ • ' ` .
CI'TYr S''A'IE:
,
ZIP +COI7E: PH{]lsiE
I understandl that failure to pay these fees may.result in delay in cotnpletion or appraual of the project br
other possible 'sanctivns. . • SiCrNA'I'URE By: - ' ' - .
c~ e ` " .
(PRIId'T NAME) . .
~ETURN piNx caeY To spoKANE caurTr ~NGIrrEERS' :
ti18%Priericy.[ee 3~]2 811 ]eFFerson Spvkane.'GVA 99260-0I86 i5093 456-3600 FAX I509j 456-47I5 "
~
. ~
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3~~1~~ -~j!~J L LS_~~~~L :.ill. i._A.J Ill'ilf~..~:l~ 1~ ~~l~ a 1.11G~~. `~.-tI~' 4i L iI~ t_t:ll' &UPP«.fi[a
?fA 51c.akif:t_I ~_~iEl IJ~° iYl{^! i~_~; ' i~~;' E~iL~~~i"lic~i ~.~uiJ L 3 ~r; !01;t'i : d~.~ll
_ i
[.:Ah W.L1tLw11 .:Strt_oL9
Tho ["OLJ ! 00 Oi thC' iIlier"nai pubkC sbriC't t:h°ELI t1}eF+L Spot a!"ltm
CQu:"!ty Road sLr1l14JaY'~s oP Des?gTI DeViatioil aIlr_!d l h7l_' YevioW{-~d
ar;r9 ~~~~~~io-ed by 'Eh~.~ County i ngir3eer..
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p ETl E : . ' r: F ' Th~ LO3"I I_nit. i' L L C L i U f I ~ i,r ~c !b 1 f~l Ci •=t I`i i"1 L:' ~J c~l 3 E .L
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E24 7he ('~-~tEnty Ereqineer tiaa desaunRtedJI TYpzca3 r~~~~dwa}r Seci.z-nn
IVF_lmlia&"'Y oii@~,._LiDCal~i'~Cces~i 5t-tfidal'd ll~m~r tf'IL 1,717C71'~-:-Valn[=17t +W+f
~3-,,rjd r~vc~fme whzch Ic ac_Ij,9CPr_1t to t'~~~ ~rc~p,-ksc---d deveiopmenfi..
"fh,~~wx.ll~rec.fuixc, the Add-Lt~---Pn 1_if jappr,_,;,-LrriatL•ly ft. of
aspi°oalt al-Di-ig `i.i°ie frorrtar~e of tl'ie deveIopment. 1- 1-1 (Pmm
CoflstYuCt7.ofl .a3f C4_lYbing af"€d s_Lde4dC.il~ ls alz'c~ Yeqo..13-YL•da
T= 33The p3~~~~pused plat sl-,a1 l ~7e imprc-v~ci 1;ck ~;1~ec r.~i~n~i~:~~~c~s
for-th i[a Spokane Gounty E;oar~d of Gomim.ssioner5 ~±'~solution
~'.lr~, 8~:~-1v'~~:, as ameride~i, +~~~ir~a establishes rec;u1atic-ris fs-n-r
roadsy, clF1pr c~lchesy dYaI.I'1ciCle afid ~ee5's 1n f'1c-t•i rollst:ti"uC t1Cm.
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Enaineer.
E 12 The a~.~p e a tari°t si'ie,ul d be ar~vi-seu tl~~lok t- zndivilSaaI dr.L veway
access ~ermzts are r-equired prior tc- x~su~.~n~e of ~ bLiildinq
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' i SvoKHNE CouNTy -J;T/WDHRD
WiL.gGRT Vqv►.T CO. PRODUaT No, 1840 $TATIoN O t 60 32~ RT, OF ~il ST CoUMT
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SCALE 1" - 20'
~ ' • •
,JULY 2, 1993 ~ . ►~w
P-~. s~~'T. 14,199.3 (o~y~~~` . VimPson Enqineers, Inc.
gev, OGT. 12, 1993 (Porio FLOoFL
~ CIV1L CNGIP41CRS k UNO SURV[YORS
j~ . N.p09 nRCONt1E ROnO
HI LLVI EW ESTATE 5 REPLAT NO. 2 lOT- 9 ~ j sPncAF+r, W. 9e212 _Fq+ e76-1377
~ • ,
~ . . . .
t
" POND 3:
~ • Pond Fluor Area, A= 1(4 + 32)12 z 401 +(6 x 28) _720 + 168 = 888 sy. It.
Pond Floar PCrimater, P= 164 LF Y
~ VolumC at 6' depth = 0.5 A+ 0.5 P
= 0.5 (888) -r 0.5(184) ~o 0
=444+92
536 cu,_fL PwD .1,
• ~G ~
~ VolumC at 6' dtpth = 0.67 A+ 0.89 P °
= 0.67 (888) t 0.89 (184)
i = 595 + 163 ~ h
758 cu. (L
f+l D A,~
Pond Floor Area. A= 1!4 .r (152) +(64 a 17) 54x U) = t76 + 1,088 1,0 -O =,3 f~.
~ Pond t'IUOf PCfI[IICICC, P- 93 L.F,
5
, Volutne xt 6' dcpth = 0.5 A+ 0.5 P ~
= 0.5 (2,344) + 0.5 (293) ~•~S 1 F~ :
~ =1,.1'72 + i46 - - - -j u 59
u~
• 8 - t o~
Valume at B' depth = 0.67 A+ 0.89 P
= 0.67 (2,3:44) + 0.89 (Z93)
I = 1,570 } 2G0 ~
=~IR.830~ i•~l ~ yp1. - r'p~
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I ' • ~ I
i
POMD 51
~ This is a loog, skiany 'swalc" willi 3:1 sic1C slopea, a fie ght: nerrow bpare b,-:Iw,.vn Lhc curbline and thc
property linC on the nurth aidc of 31st Cuurt iuuncJLtcly r.dst af Clwtun Surx:t.
~ Volumt of swa1C:
Pur e:ach liAwd foot uf 1-fuot-widc stivale Qoor with 3: l side slolx;s, tbe volumt cuntaincd al 6' dcpdi i!.:
(0.5 dCpLh x 1 ft.) + 2 sidcs s(i/2 x 0.5 z 1.5) = 0.5 +0.75 = 1.25 cubic f"t uf'vulume Pct lim:.d fuut
~ Tbe SwalC (luor is 72 foet lung x I.0'-widu
72 LF x 1.25 cu. ft. (Kr LF = 90 cubic fgt •
72 - i ~
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HEC Order fax PE-1677-921ZE-41-92 Page 11
- C)RDER
The Hearing Examaner Committee, pursuant to the above FZndings of Fact and
Cvnclusivn, APPROVES the appllcativn af Mike Bascetta far the Preliminary Plat
and Zane Reclassifcarion as described in the application PE-I677-92/ZN-41-92
knawn as Hillview EsCates.
Motivn by: Gibberns Secvnded by: Harris
Vote: (3-0) UNANIMC3U5 TQ APFROVE THE PREI..IMINARY FLAT A5
PROPC]SED AND ZC]NE RECLASSIF'.ECATTON FROM REGrC]NAL
SUSINESS (B-3) TO REC;I(JNAA.L BUSINESS (B-3) AN17 URBA1V
RESTDENTLAL-22 ("CJR-22) FQR THE USE OF FC1C7R-PLEXES ONLY
FOR LC3TS 1-9
NEARING EXAIV[TNER COMMITT'EE
HEREBY ATTEST `['O THE ABQVE FINDTNGS, QRDER, ANL7 VC)TE
C1nT]aC3 ~
ArFEST.
Far WALLZS D. ffU$BA,RD
Plarariiti ' ectar
PAUL F. 7EN5
Senior Planner
Date
Pursuacit to Couraty regulatians, any aggieved pat-ty has the x-ight to appeal this wrirten
decasion to the 5pokanc County Board vf Caun ry Cornmissxaners withxn ten (10) calend ar
days of the signing af this arder, Upors receipt of an appeal, a public hearirig wilt be
sclleduled. Zf you de3ire to File such an appeal, you must subinit a Gvrrtten appeaI,
preferably on forms designed far such pUrPoSe, to ihe Bvard of Cvunty Commissianers,
W 1116 Braadway, Spolcane, WA 93260, alrang with a$120 prcrcessin; fee payable to the
Spakane County Treasurer.
I.f you have any questians, piease caFl the Planning Departrazent at 456-2205.
+
. HEC C►rder far PE- 1677-92lZF--41-92 Page 10
~POKANE C(]TJNT~.' A~R P{]LLC]TION C[]NTRQL Ai]'1r"H(3RxT"Y
1. All ait pollution regraladans must be met.
2. Air pollution regulativns require that dust emissaans during degnvlition, constructivn
and excavation gr❑jects be controiled. ThP5 may require Use of wateT sprays, tarps,
sprirklers ar sus,pensian of activity during certairt weather carsditivns. Haul rvads
shauld be treated, and emissions ftom the transfer of eaxthen rnaterial must be
controiled, as well as emissions ftom a1l other corastruction-related activities.
3. A11 teaveted surfaces (ing,ress, egress, parking areas, access xoads) must be paved
and kept clean.
4. Nxeasures must be taken tq avoid the deposition of dirC and cs-iud fTorrs unpaved
surfaces crnto paved surFaces. If tracking or spills occur on paved su~'ace5,
measures must he talcen immediacely to clean these sLFrfaces.
5. Debris generated as a resulr of this project must be dispased of by nieans vther thari
burning (ie. canstr'uctivn waste etc.)-
' 6. DemoLitaon arsd renvvatiati projects rnust comply with the requirements of CFR 40,
Part 61, Subpart M. Intent [o x]eniolish'and Renovare forms are available at the
S CA PCA office.
7. A11 svlid fuel burniiig devaces (wood stoves, pellet srvVes, etc...) must compky with
local, state, and federal rules and regulations,
8. Failure ta meet SCAPCA regulativns may result in delays, closure and ciail andlvr
crirninal sanctions.
WASHING'I'ON S"T'ATE DEPAR7`MENT C)F "I'RANSPC)RTATxOIW'
1. Priar to btiitding pern7its beina iSS~sed, WSDOT rec~uireS that buiZding pemiit site
p1an(s) are subrnitted to thein far review and comment. NTodarieri by the
EIearing Examiner Comriiittee Cvrtdition No. 3. "
2. Depending an the size arid intensity of this develapment, WSDflT reserves the riglit
ta requise t}1e developer to conduct ata-affic analysis rind cvilstnrcr tP1e necessary
mitigating sneasllres. Nlodifieci by [he Hearing Examincr Cvmmittee
Condition No. 3.
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HEC Chder for PE-Y677-921ZE-41-92 Page 3
6. _ Prioar to filang the final plat, the sponsor shaU demvnstrate to rhe satisfaction of-[he -
Spvkane Caunty He.alth District that an adequate and potable water supply is
avaiPable to eacn 1at o£ the plats.
7. Pziox to ~'iling the f na1 plat, the sponsar shO present evidence that the plat lies
wiChin the recordM service a.rea of the water system propased to serve the plat.
A plan for watex facilities adequate for dvrnestic use, dornestxc irrigatian use and
f re protection use shall be approved by the water purveyor. S aid water plan must
have been appraVei by the Fre protection district and the appropnate health
autharities. The health authorities, water supplier (ptirveyvr) and the fire protec[ion
district witl certify, priar to the filing of the final plat, on the face of said water plan
that rhe plan is in conformance with their requirements and will adequately sa[isFy
their re5pectzve needs. Sard water plan and certificatian wgll be d'rafted on a
transparency suitable far reproducdon.
9. The purveyar will atsca certify prior to filitig the fi:ial plat Qn a capy af said water
plan that appropriate c6ntractuai arrangenients have been nzade with i'he plat sponsar `
far construct=on af the water system, in accardance with the apprawed plan and time
schetiule. The time schedule will pxovide, in any case, fnr cvrnplenon af the wElter
system and inspection by the apprapriate health authcarities pnor to applicativn for
building pemiits wittain the plat. The eontraccual arrangemenrsWill include a
provision holding Spokane CountyfCity of Spvlcane, Spokane County Health
District and the punreyor harcnless from clainis by any ]ot/txac[ purchaser refused a
buildang periziit due to failure af the plat spoiisar to satisfactaraly caiiiplete the
approved water system.
10. A gubdic sewer system will }ae made availahle for the plat, and znciividual service
wall be prvvided to each 1vt pnor [o sale. Use of individual crn-site sewrage disposal
systems shall nQt be atithorired.
11, statement shall be placed in the dedicatiora to the effect that. "A public sewer
stecn wi11 be made available for the plat, and individual servic:e will be provide.d to
ch lor praor to sale []se vf individLial Qn-siie sedvagc disposal systeizls s'hall iio[
n author~~ed.12 e dedicatary language fln rhe plat shalt state. "llse of pnvate wells and water
'stems is prahabited."
13, 'lat dedicarian wi1F contain a 5tatemeiit to the effec;t tnat: "The public water
as appraved by county and stat~. healtt~ atith~rnties, [he lvct~l fire district ~~~id
pu " yor, will be anstalled within this plat, and ttie siibdivider wilk provide for
inda atiuai dainestzc water servzce as well as fire protecticrn to each lot prioi- to sale
oF ch loc."
5P()KAiti[E C4iJNTY IJIVISION 017' BUILDTi'+dGS
1. ReqU I reMents of Fixe District N v.l need to be sdtisfied duri ng the burlding periiiit
prC1GeSS.
; HEC []rdez far PE-1b77-921LE-41-92 Page 8
dedicatian v£ addational right-of way arati the roadway imprvvements herein
specif ed.
19. The County A,rterial Roati Plan identifies 32nd Avenue as a I'rincipal aa-terial. The
existing righC-vf way vvidth of 70 feet is nat cvnsisteant with ttaat spec~'ied in the
Plan. In order to implexnent the ArteriaP Rvad PZan, i.n addition ta the required
zight-of way dedication, a stri~ of property 10 feet in width alang the 32nd Avenue
fr❑ntage ~hal1 be set aside in reserve. This praperry rnay be acquired by Spokane
County at the tiFne when artea-ial imprvaements are matfe to 32nd Aaenue
20. There may exist utzlities, eithez- undergrvund or vaerhead, affectinu the subjecc
prvperty, includxrag property eo be dedicated ar set aside far future acquisition.
Spakane County assurnes no financial ahligadvn for adjusti-iients or relocation
regarding these ufiIities. AppIicant(s) should check with the applicable utitity
purveyar and the Spvkane County Engineer to determ.ine whether applicant(s) or
the utility is responsib1e f4r adjustrrienc ar relocation casts and to make
arrangements for any necessary work.
Sot.cial Cernditions:
ul The applicant shall dernanstrate that site distance arrd stvpping and braking can be met
C fvr the irrternal public raad intersectian wich +Clanton Street
The radius of r}ae intemal public street shall meet Spokane County Ftoad standards or a
7C3esign T]eviation shall be reviewed and apprvwed by the Cvunty Engineer.
SPf}KA,N'E COU1VTY DxVISI[3N OI+' UTxLITIES
1. Applicant shall make connectivn to pvblic sewer system. Sewer connection perrnit is requrred. P1ans and specifications are to be reviewed azid approved by the Uriiities Departrraent.
SPOKAN'E COUN'T"Y HEAL'X'H DISTRICT
i. "J`he fnalplat shall be desrgned as indicateci crn the prehmiraary plat af record azid/or ,
any attached sheets as noted.
I
9 ~
2 Apprapnate utili[y easements shall be indicated vii copaes oF the preliminary plat of ~
recorti for distributiflii by the Planning Depas-tment ta the utility conipanies,
5pokarie Cvunty Engineer and the 5pokane County Healttl IJistnct Wr-ltten ~
approual of [he easernents by the utility compan€es rrsu5t be received pnor [v the f
subrruttal of the final plat. 3. Sewage d1sposal niethvd shal1 be as authanzed by the Director of Utalities, SpQkane
County. ~
~
4 Water service shail be coordinateki ttaroiigta the Direc€or of Utiisnes, Spakane
County,
i
5. Water serrice shall be by ara existing public warer suppiy when apgrovee1 by the - ;
Regianal Engineer (Sgaa3cane}, State Departmerit 6f Healtdi o~
Y
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IHEC Order fvr PE-lfi`]7-921ZE-41-92 Page 7
5. No cvnstruction wcark is to he performed vvithin the exxsting or propased pub1ic
- - right-of tivay untii a pen-nit has been issued by the'Gaunty Engineer. AII wvrk is
suhject tv inspection and approval by the Cnunry Engineex.
6. All consmuction within the existing ar propvsed pubiic z-ight4o£-way is to be
cample[ed priar to filing eaeh final plat, ar a bond iza the amvunt estimated by the
Counry Engineer ta cover the ceast of oonstruction of ampravements, construction
cemf'~cativn, "a.s-built" plans and mvnumenring the meet cenCerlines shall be fileti
with the County Engineer.
7. Individraal dr-xveway access permits are required prior to issuance of a building
permxt for driveway approache5 to the caunty road system.
Cb Dedicatican of 50 feet of additional right-caf-way along internal public streets.
9. ftatement slaall be p1aGe.d in plat dedicadon that no direct access he aLlowed fram
1 X to ClinCon Stree[
10. Exlsting iouraty rvads prouiding direct access to the plat shall be paved aaicifar
curbed to Spvkane Cauncy scandards.
11. A1l pubdic roads rvathin the piat staall be designed and construcCed tv 5pakane
Crrunty standards.
J 2. Sidewalks are require~, aloz~g ttie artec-i~(s) oxi 32nd Avenue.
!
13. ''he wvrd "applicant" shall include the vwner Q~- awners of the property, his heirs,
~ asszgns and successDrs.
14. #The Caunty Engineer has designa[ed Typical Roadway 5ectian Numbex T'w❑ Local
S,~ Access standar~i for t}~e improvement of iiiterpial public street, which is ta be
constructed within the prvposerJ develaprsient. This will require the installativn of
36 feet of asphalt. The construction of curbing and sidewalk is also required.
_ 15 `~'he Caunty rn~necr has designated Typtcal Roz~dwa}~ Sectic~n Numi~er Qne, Lacal
Ace:ess standard fvr the improvement of Clintarr Street, which is adjacent tv the
' prvpvsed development. This will require the aciditioii of approximately 32 feet of
asphalt alang the frontage of the develapnient. The construction of curbing and
sidewalk as also required. .
16. The County Engineer has desigrrated 5pecia1 Raadway Sectivn Number Dne, Mitjoi-
Arteraal starrdard for the rmpravenient of 3211d AvenLre, which rs arijacent to [he
graposed develvpment. This will reqizire ttie adtlition of approximatciy 14-16 feet
of asphalt along the frontage of the develapment. The constnictzon af curbina and
sadewalk is a15o required
17 The proposed subdavision shall be irnprDved tv the standards set fvrth in S poka ne
County Board of Ccarxaniissioners Resaltztion No. 80-1592, as amended, which
resolutivn establishes regulativns for roads, approaclies, clrainage and fees in new
cansrxucfion.
18 The County Engineer has examined this development proposal and has determined
that the impact of this proposal upon the exrsting caunty road systern warrants the
.
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HEC Ocder ~far PE-1fi77-92/ZE-41-92 Page 6
23. The Planning Department shaU natify the Departmenff nf Bup.lding and Safety to
„flag" the "subject property(ies) in vrder to irigger the required rev-iew when a
building or change-in-nse permit rmay be requested.
24. If, an the cour5e vf site alteration connected with this propQSaI, prehistvric human
rennains vr any archaeotvgical art.ifaccs whrch may indicate the preserace of
prehistoric human remains are discvvered an the size, the applicant shall
imrnediately stvp the sate alterataon and acccsmplish (1) andlvr (2) belaw, as
appropriate.
(1) ApP1Y for and receive aperriiit to proceed with site aIteration frvm the State Histargc
Preservativn C3fficer, in accard with the Indian Graaes and ,Records Act (RCW
27.53).
(2) Consult with and, if the site is designateti by the CiryICoLanty Historic Landmarks
CoII13]71551011' agply for and receiue a"Certificate of Appr~priateness" froni that
Comrnission, in accord with rhe CitylCounty Historic Landmarks C]rdina'nce
(Spakane County Ccanimi5sioner's Resoltitipn Nca. 82-003$) before resiimin~ site
alteradon.
25. Pnor to approval of road and drainage plans, you are required to caordinate wich
the Umted States Postal Service to deterrrrune type and lQCation of central mail
delrvery facilities which may include applicable easements for develvpments af
three or mQre hvmes.
SPOKAN'E COUN'TY DIVISIC)N OF ENGZNEERTIYG AN~ ROAI)S PriQr To Issuance Of A BuiidinLr Permit C?r At The Reciuest C7€"The C'aunia Enpineer In
' CaniLancrion With A Cauntv Rnad ProiectlPoad TrT3nros+crnent 17istri ct. Whiclhever Comes Fir4t
I . The cflnditianal apprQval oiF the plat is giuen by the CQUnty Eng-aneer sublect to
dedieativn of righc-of-way and approval of the road systern as indicated Fn the
prelimxnary plat of a-ecord.
Plans, profzles, and crass-sectlans as designed to Caunty standards shvwing
proposed stfeet centerfine and eurb arades s}aall be subrmirted to the County
Engineer fax approual prior to construction andfor the fiPing af each final ptat; road
plans to be prepared tander tlhe di.rection Qf a lacenseti Professional CiWrl Enganeer. .
3. Drainabe pltins arid design calculacions showing the alignnient of drainage fiaGilitieS
sha11 be 5ubmitted to the Cvursty Engineer for approval pnar to canstruction andlar
the filxng of the fiiial plat rJrainage plans to be prepared under the c3irectian aF it
]icenseti Professiona1 Civzl Engineer
4- Constructko n wi thin the progosed public screets and easements shall be perfcaniied
under the direct supervision of a 11Eensed engineer,lsUrveyor, who shall furnlsh thc
County Enginee,r witdl "as-bUlIt" plans and a certrCcate an writing that all
amprovements were installed to tiie Yiraes and grades shown an the approved
cvnstructaon plans and that all disturbed monuments haae been replaced.
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HEC Order for PE-1677-92/ZE-41-92 Page 5
certify on the Water Plan, prior to the filing_of a_final plat, thatthe plan is in__
conformance with their respective needs and regulations. The _ Water Plan and
certificarion shall be drafted on a tc-ansparency suitable for reproducdon and be
signed by the plat sponsor.
15. The water purveyor shall certify that appropriate contractual arrangements and
schedule of improvements have been made with the plat sponsor for construction of
the water system in accordance with the approved Water Plan. The time schedule
shall provide for completion of the water system and inspection by the appropriate health authorities prior to application for building permits within the final plat. The
azrangements or agreements shall include a provision holding Spokane Counry and
the purveyor harmless froxn claims by any lot purchaser refused a building perniit
due to the failure of the subdivision sponsor to satisfactorily complete the approved
water system.
16. e final plat dedication shall contain the following statement:
" he public water system, pursuant to the Water P1an approved by county and stace
h lth authorides, the tocal fire protection district, County Building & Safe[y
partment and water ptirveyor, shall be insta)led within this subdivision or
b ding site plan, and the applicant shall provide for individual domestic ~vater
s ice as well as fire protection to each lot prior to sale of each lot and prior to
i uance of a building permit for each lot."
17. No building permit will be issued for any lot within the final plat until certified by a
Washington state-licensed engineer that "the water system has been installed
pursuant to the approved Water Plan for the final plat," including a signed license
stainp. The certificaaon may be in the fo1-m of a letter, but is preferred to be
cerrified on a copy of the Water Plan as a schematic map showing the "as-built"
water system.
18. The Water Plan and the above four (4) conditions of approval regarding the Water
Plan may be waived by the Planning Director/designee upon receipt of letters from
the appropriate water purveyor and fire protecrion district staring chat simple
connections to an exisring, approved water syscem will provide adequate domestic
and fire protection water to ensure the public health, safety and general welfare.
19. A survey is required prior ro the filing of a final plat.
20. Approval is required by the Planning Director/designee of a specific lightina and
signing plan for the described property prior to tfle release of any building pemiits
21. A specific landscape plan, planting schedule and provisions for maintenance
acceptable ro the Planning Director/designee shall be submatted with a perfomiance
bond for the project prior to release of buildi»b permits. Landscaping shall be
installed and maintained so that sight distance at access points is not obscured or
impaired.
22. Direct light from any exterior area lighting fixture shall not extend over the propeny
boundary.
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HEC Order for PE-1677-92/ZE-41-92 Page 4
Planning Director/designee, may be permitted, including, but not limited to building
location, landscapc plans and general allowable uses of the pernutted zone. All
variations must conform to regularions set forth in the Spokane County Zoning
Ordinance, and the original intent of the development plans shall be maintained.
9. The preliminary plat is given condicional approval for three (3) years, specifically to
December l, 1995. The applicant may request an extension of time by submitting a
written request approximately forty-five (45) days prior to the above expiraaon
date.
10. Appropriate udlity easements shal] be indicated on copies oF the proposed final plat.
Written approval of urility easements by appropriate urility companies shall be
received with the submittal of the final plat.
11. Three (3) current certificates of tide sh111 be furnished [o the Planning Deparcment
prior to filing the final plat.
12. Prior to filing of all or a pordon of tlie final plat, the applicant's surveyor shall
submit one o: more maps outlined in red of the area being finalized. The scale shall
matcli the appropriate assessor's map scale.
l 3. The Spokane County Planning Department shall prepare and record with the
County Auditor a Tide Norice specifying a future land acquisiaon area for road
right-of-way and udlities. The reserved future acquisidon area Title Notice shall be
rcleased, in full or in part, by the Planning Departnient. The norice should be
recorded within the same time frame as an appeal and shall provide the following:
a. At least 10 feet of reserved future acquisidon area for road right-of-way and
utiliries, in addirion to the existing and/or newly dedicated right-of-way along
32nd Avenue. NOTE: The County En-ineer has required 0 feet of new
dedication.
b. Future building and other setbacks required by the Spokane County Zoning
Code shall be mcasured from the reserved fuhire acquisition area.
c. No required laiidscaping, parking, '2U8' arcas, drainfield or allowed signs
should be located wit}iin the future acquisition area for road right-of-way and
utiliries. If any of the above improvemeiits are made within this area, they
, shall be relocated at the applicant's expense when rozidway improvemencs are
made.
d. The future acquisition area, until acquired, shall be private property and may
be used as allowed in thc zone, except that any improvements (such as
landscaping, parking, surface drainage, drainfield, sign5 or others) shall be
considered interim uses. *
e. The property owner shall be respotisible for relocadng such "interim"
improvements at the time 5pokane County makes roadway improvements
after acquiring said future acquisition area.
14. A plan for water facilicies adequate for domestic service and fire protection shall be
approved by the water purveyor, appropriate fire protection district, County
Building & Safety Deparm-e-nt and County Health District. The agencies will
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HEC Order for PE-1677-92/ZE-41-92 Page 3
CONDITIONS OR CONTINGENCIES APPLIED TO THIS APPROVAL
1. All Conditions imposed by the Hearing Examiner Committee shall be binding on the
"Applicant," which term shall include the owner or owners of the property, heirs,
assigns, and successors-in-interest.
HEARING EXAMINER COMMITTEE
1. The project is approved only for use of four-plexes on lots 1-9 and commercial uses
altawed in the Regional Business (B-3) zone on lots 10-11.
2. If four-plexcs arc not to be developed, the applicant shall be required to submit a
change of conditions. I
3. If the use of the four-plex lots is expanded beyond the specified use, the Washingron
State Department of Transportation may require traffic studies and traffc mitigating
measures.
SPOKANE COUNTY PLANNING DEPARTMENT
1. The proposal shall comply with the Urban Residenrial-22 (UR-22) and Regional
Business (B-3) zones as amended.
2. Upon filing the finai plat, or a ponion [hereof, the zone reclassification of the final
plat area shall be finalized, and the existing zone classificadon shall be changed to
Urban Residential-22 (UR-22), consistent with the proposed zoning approved with
the preliminary plat of record.
3. The final plat shall be designed substantially in confoi7liance with the preliminaiy
plat of record. No increase of density or number of lots shall occur wichout a
change of condition application submittal and approval.
4. The Planning Director/designee shali review any proposed final plat to ensure
compliance with these Findings and Conditions of Approval.
- 5. Afinal plat/ name/number sh~il] be indicated before the final plat is filed, such
• name/number to be approved by the Planning Director/designee.
6. Appropriate road name(s) shall be indicated.
7. The final pla[ map shall indicace by a clear, dashed line the required yard setbacks
from all private, "Tract X" or public roads. The dedication shall contain the
following statement:
db,
Ftede yard and rearyard setUacks shall be deterniined at the time building perniics
requesteci unless chese setbacks are specifically drafced on this final plac. The
acks indicated on this plat may be varied fron~ if proper zoning approvals are
ined."
8. The applicant shall develop subject property generally in accordance within the
concept presented to the .Hearing Body. Variadons, when approved by the
. . • . ~
HEC Order for PE-1677-92/ZE-41-92 Page 2
9. The provisions of RCW 43.21C (The State Environmental Policy Act) have been
, complied with and a Determination of Nonsignificance was issued. The Committee,
after independent review, hereby adopts the DNS.
10. The legal requirements for public norice have been fulfilled.
11. The owners of adjacent lands expressed approval of the proposed use.
12. The applicant has demonstrated that condidons have substanrially changed since the
• original zoning of this area and accordingly, the proposed zone reclassification is
justified. Specifically, changed conditions include a Comprehensive Plan land use
designation of the site as Urban a year after being approved for commercial zoning,
which isn't compatible with the Urban category.
13. The proposed use will not be detrimental ro the public health, safety, morals or
welfare especially in light of the conditions recommended by the reviewing agencieti.
14. The subdivision proposal is generally consistent with RCW 58.17 and the Counry
subdivision regulations, promoting the public health, safery and general welfare in
accordance with standards established by the state and Spokane County. The
proposal as conditionerl does provide adequate public facilities as cited in RCW
58.17.110 (2). More specifically:
a. open spaces
b. drainage ways
c. public and/or private rights-of-way
d. transit (existing)
C. potable water
f. sanitary waste disposal
g. parks and recreation faciliries (existing)
h. playgrounds (exi,sting)
i. schools and schoolgrounds (existing)
j. sidewalks
The above improvements are either existing facilities or will be provided by the
applicant upon finalization of this subdivision as conditioned by the Committee and
implemented by the vu-ious County agencies.
15. The Committce additionally finds/concludcs:
a. The project is approved only for use of four-plexes on lots 1-9 and commercial
uses allowed in the Regiaial Business (II-3) zone on lots 10-11%
b. If four-plexes are not to be developed, the appiicant shall be requiT•ed to submit a
change of conditions. .
c. if the use of the four-plex lots is expanded beyond the specified use, the
Washington State Department of Transportadon may require traffic studies and
traffic mirigacing measures.
~
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SP(]~AN~ COUN'I`Y
HEARING EXAMINEIR C[}MMITTEE
IFIN12IN s Or< FACT. CnNCLUsrc&s AN~ ~~~ER
TNTRC);DT]CTION
This matter has cvme befvre the Heaming Exami.ner Committee on Nt~~ember 19,
1992. "Z'he members of the Carnrnittee present arre Tane Myers, Ct7riirpersvn, Phrl
Harns and Harry Gib6oris.
PROP[]SAI..
The sponsar, i'ulike Bascetta, requests approual of a Prelima.nar}+ Plat fvr 9 four-plex
I vts and 2 cvm rnercial ]ats (PE-1677-92) and Zone Reclassificatian from Regiori 31
Business (B -3) to Urban Residential-22 (UR-22) for [he faLTr-plex lots within the
Aquifer Sensztive Area (A5A) and Arrptsrt Overlay 7.oiles (ZE-41-32).
FxIVIJTNGS OF FACT AND CONCLCJSI;Jh`S
1. The propei-cy is generalty located ia-i the Spokane Valley+ on the nvrtheast cQrner of the
ixitersection of 32nd AvenLie and Clintvri Street xn [he southeast 1l4 of Section 27,
Township 25 N., Range 44 EWM, Spokane County, Washington.
2 The carnmittee advpts ttae Planning Depanment Reparc as a part ❑f this record The
P1anning Department has recomn-ienriet3 iliat the proposed platlrezgnc be agproved as
condiTioned.
3. The existing 1and use{s} yn the area are four-plexes and itpartn-ients ta tt~e west, four-
plexes tv the narth, rruni-warehauses and ii convenience stvre to the east and farmland
to the sou th,
4. 'rhe propased use is conzpatjblc with cxisung uses in theareGi.
5. The Corraps-ehensive Plan destgriates this site as Urban. The Urban category is fvr tfie
purpvse of developing a'°crcy-ILke" enaironment, iiieluding residentia] derrsities of ]
ta 17 units pca- acre, or 12.32 tinits per acre for thas proposal
G I'he proposed zQning dces iniplement and conform ta t17e Compref7ensiVe Plazi
7 The As-teria I Road Plhn des ignates 3211d A veai iie as zYn .irtee-ial, with ri reconimendeci
ri ght of way w ldrh of 100 fee[.
8 The existb«g zoning of the property desc ribed in t~e applica tion as Reg ional T3usines5
(8-3), previvusly estabiished as Coniniercial zgninb Ln ]980 and reclits5jfied to
Regivnal Bu5mess (B-3) an January 1, 1991 pursuant ta the Prograrn tv Impleriient
the 5pokane Cotinty 7oning Cade PurWant tv RCW 58. ]7.195 Lhe progosal dves
eonform to c}ie requiremenrs of the existz~iglproposed CJrban Ressdencial-22 (UR-22)
zvne (reclassification) antl the existing Regional B,wusiness (B-3) zoned lacs (10 and
11), must conform to [h e requirenaents of the Regional BLisiness (B-3) rone arsd
conditions of ZE-3-80, whichever is more resmetive
~
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PF$ c-~3~aGSFZ~
dudiP3~er & a55C?CICtE'"S
gepieCr+nrcal & rrxcterraI emgr4ers
B;
. . , '
3820 E. Brsadway Spokana, Washlngtorr9=
, budinger & assvciates
geotechnical & ma#erial engineers
~
Mike Bascetta .7une 24, 1993
E. 3117 Eascetta Lane
Sgakane, WA 99206 Pro,ject Number L93131
PROJECT: Hillview Estates Replat #Z
31st & Court
Spokane, WA
SiTSJECT: "H" Vaiue
Labaratory Testzng
Gent lemen :
In accordance with your request, we have tesCed a sample whieYc was
submitted hy you to us on June IS, 1993. The sample suhmitted appeared C❑
be a sandy silt with a trace of gravei.
"R" Va1.ue detersnination was performed in accordance with Washington State
Department Txanspvrtation 'Fes[ Mathod 611. '['he test was performed by
measuring the resa.s[an[ val.ue and exudation pressure of a soil sample when
compacted inC❑ a 4" mold at different densities. TZie test is a measure ❑f
the 5ubgrade's potential support characteristics under the kneading effects
nf traffic. Results indicate the "R" Value af 46. Test results axe
presenCed graphically on the attached "R" Value form.
It has been a pleasure ta be af service ta ynv. ❑n this Praj ect . Shauld you
have any questtnns regarding our Repvrtf please do not hes3.tate to contact
us fnr clarifi.cation.
Aespectfully 5ubmitted:
~
BTJDING A550CI.ATES
A/;9~ -
effrey A. Revard
Mgr., Laborat❑ry Services
JRlrb
(509) 535-$841 F.C. Budinger PE
StBpher~ D. ~9urChet3 E!T
FA~ (509) 53~-9~89 Jnhn E. Finnegan EIB
~I
.
.
~ 30, An easement was provided where street drainage
was diverted anto private praperty.
~ 31. The perpetual maintenance of priVate systems has
prvperly been provided for.
~ 32. The maintenance of drainage systems wxthin
SpQkane County ROW has been prraperly pravided
f or .
~ 33. Apprapriate drainage language has been provided
by the reviewing engineer to the surVeyor and/or
engineer who is inVo1Ved with the platting wvrk.
kXWftcwcbec
12
I
~ 13. The maximum distances between inlets on the same
slope shotild not exceed approximately 500 feet.
x 14. The plans show all culvert pipe types and they
meet county standards for systems that lie within
county ROW. (Note: The type of pipe in private
systems may be a specified by the design
engineer)
k 15. The plans show all culvert invert elevations and
lengths.
X 16. The culverts shown are properly stationed from
centerline stationing.
X 17. There are no conflicts with underground
utilities.
X 18. There is no need for energy dissipation on any of
the culverts outlets shown on the plans.
X 19. There is no need for rip rap around the culvert
outlet for some or all of the culverts as
proposed on the drainage plans.
X 20. The rip rap that is shown for the drainage plans
is adequate for the culverts where erosion is a
concern and the engineer has submitted
acceptable rip rap design calculations.
~ 21. Adequate drainage easements are shown for
maintenance of drainage ditches or pipe systems.
X 22. Culverts are shown on the road pian and profile
sheets.
X 23. Pipe anchors are shown for pipe grades greater
than 15%.
x 24. There are no instances where water is trapped
against a fill with no culvert shown.
~ 25. Profiles and cross sections are shown on the
plans for all proposed channels and ditches.
X 26. Ditches with erodinq velocities have a proper
lining for erosion protection.
X 27. There are easements proposed or existing for
natural channels which cross the property.
X 28. Water will properly flow from an existing or
proposed ditch on ta the pavement as proposed on
the drainage plans.
Y 29. Where the ditch profile passes from cut to fill
the flow has been pioperly disposed of.
I
11 I
~ 17, The swale is nvt lacated inside a future set
aside area. See Findings and Order for where
setasides are required.
18. 208 lot plans were appraVed on
CULVEATS AND PIFE BYSTEXB
~ 1. The road culverts are at the low pvints of stream
flaw.
~ 2. The headwater was calculated far culvert
entrances and is under 2 diameters for cvlverts
under 18" in diameter and 1.5 diameters for
culverts greater than 18".
~ 3. There is a minimum of 12" of cover for all
culverts and starm sewer gipes.
~ 4. The minimum velocity within the pipe system is
4 feet per seGond at desigra flow. (Nate; The
Caunty Engineer may permit lower veloeities)
~ 5. The hackwater ca7.culations show a minimum
freeboard of 0.75 feet for each catch basin Qr
manhale.
~ G. The minimum culvert and pipe slope is 0.5% and
a11 pipes meet or exceed this standard.
~ 7. A11 angle points in ttae storm sewer system have
suitable access sucta as a manhole far cZeaning.
.J~ S. At locations where two different pipe sizes intcr
the same manhale the 0.8 diameter points of each
pipe are at the same eleVation. (Nvte : Exceptiran
alZowed for drop manhales)
~ 9. There is no dawnsizing ❑f pipes in a systems of
pipes that are 18" in diameter and smaller.
YN 10. There is a dawnsi.zing ❑f pipes in the amvunt of
3" for a minimum of 100 feet i.n a pipe system
that cnntains pipes that are 18" and larger in
size.
11. AZT pipes in the pipe system are 1211 atad larger
as per 5pokane County Standards exaept for 10"
gipe that is allawed far connevtion of inlets ta
catch basins or drywells.
12. All storm sewer pipes are located a minimum of 5
feet from a rear or side praperty line and have
adequate easements for maintenance.
~I
1Q y
1
3. If depth of water fram bottam t❑ drywell rim is
between 6 and 8inches, soil mixture has been
specified which meets SpQkane County Guidelines.
l ~ T+
4. Drywell is lacated wittrin 8 feet of the curb
line.
5. sail type is appropriate fvr drywells,
~ X 5. Drywell, lvcation dves nat canflict with
undergrvund utiZities.
X 7. Drywe~l type is specified.
X B. Drywell grate type is specified.
X 9. Bottvm elevatian is specified and is correct.
~ lt]. Bottotu dirnensians are shown and the area matches
the required area from the 248 calculatian far
impervious areas.
11. Easements f'or the 208 are shawn ❑n the drainage
plans and on the subdivision plat and are of
adequate size t❑ cantain the 208 swage and are
tied to the lot corners.
A ~ 12. The side crf the swale that is t1he furthest
distance frvm tYre street shauld have a top of
swale eleVatien that is higher than the highest
water 1eve1 of the swale.
ISI'~° 13. If filter fabric is specified for the drywell its
installation specification is adequate.
14. If 208 lot plans axe required they were submitted
on ,
15. The 208 lot plans, dimensivned tQ lot corners,
have shawn s drai?nage easements, - setback
requirements, - bottom of swale elevativn.
-„_rim elevativn if drywell are present,
--curb cut lenqths, -_any drainage ditches,
- an attached crass section of the swale or
ditch, - _has left the lot area Glear ❑f writing,
-_shows grass sad, - shaws depth from the tvp
af the curb, - has been stamped by a
prafessional engineeir on all pages, - afld is af
sufficient scale ta maximize the lot size to the
8 1121" x 11" paper size. (Drawinqs may be on
plain wtrite paper)
16. The 2[]$ lot plans shflw the lot number e black
numberr, subdivision name, date drawn, and scale.
~I
9
INLETS
l. The znlets shown are within the stream flaw.
'XC 2. Curb type inlets are shown at sags and are
praperly sized. Perxmeter is divided by 2 fvr
calculatians where no curb opening is prvuided.
x 3. There are no long curves with flat grades
Which pvse a problem.
~ 4. The centerline road stations f or all inlets are
shown an the plans.
S. Grate type is shown an the plan and is
acceptable. (5pakane Caunty Standard inlets in
county ROW, on pravate property vther inlet type
may be specified)
~ 5. A detail drawing of the grate]curb instaliation
is shown an the plans and includes the 2"
degresszon and transitions as per county
standards fvr grates that are located within
cvunty ROW.
7. A curb cut-detail is shown vn the plans with the
- new cvunty back drop with transitions and a 2"
depression far curb CUtS inside cvunty ROW.
~ 8. The plans shows acceptable curb cut detaiZs and
grate details far installations which lie within
private raad easements.
~ 9. If inlets are in a gravel rvad ar a dirt ditch a
6'x 6' A.C. apron is shown around the iniet.
~ 10. There are nv inlets shown ❑n the hign side of a
raad where they wilY do little or na goad.
~ 11. Catch basin or special manhole details are shown
or a standard drawing is specified.
12. Critical law paints in the drainage system have
been provided with averflow easements.
208 &WALL BYSTEM8
1. The swale ]oottom and sides have sad or grass turf
specified.
~ 2. Swale side slvpes do not exceed a 3:1 side slape,
(A 2:1 side slope al:lawed if swale riepth is lPSs
than 12" deep. S~ould only be aliawed where
cvnstrained by dbsta~cles)
~
8
,
ORATNAI3E AND FLAIN REPIEW CHECRLIBT
1. Has a plat map been submitted which shows lot
dimensions, street widths, etc.?
~ 2. Was a contour map submitted ar a map with
adequate spvt ele~ations fln it tv pro~aerly
determine drainag+e basins?
'Y 3. Was a"best available" cantour map submitted?
'K 4. Were all existing drainage caurses sYwwn?
1 5. Were a11 the praposeid drainage cvurses shawn?
~ 6. Were Hydrolagic calculations suhmitted for each
basin?
x 7. Were culvert calculativns submitted?
8. Are percvlation tests required for saiis in this
area?
x 9. Were grate calculations submitted?
X 10. Daes the drainaqe report identify the SC5 soil
graups for the prvjeGt area and for the praposed
roads ta be bui lt in the praj ect area?
X 11. Are ditch capacity calculatanns submitted for all
ditches that are praposed to be used in the
drainage pian?
~ 12. For 208 design cvncepts, were swale flvor sizing
calculations made?
x 13. Far 208 design car►cepts, were swale vqlume
calculatians made?
~ 14, If a detentian coirtcept is being used, were
calGUlations submitted?
~ 15. The drainage design dves not propase to divert
water fram a naturaZ watercaurse.
16. The drainage design does not concentrate water
f lvw where sheet f low preViQUSly existed.
~ 17. Na part ❑f the plat lies within a designated 100-
year Flaad P1ain Area.
~ 18. The drainage cvncept is compatible with planning
cammission requirements.
~ 19. The 50 year frequency was used for ❑ff-site
areas.
~ 20. The dif ference laetween present and future f lows
is retained on the site.
i~
,
7
FIELD REVIEW
~ 1. Field investigativn trip made on ~3
~ 2. Report campleted and put intv f ile ~n Y'110133. Are thare any existing utilities vn the pr9ject
site? If yes, descrihe,
O I~ CUa.*cti .l - P"D►.1~ . ~ ~C~~ P't-ns
~i 4. Are the drainage basins vn the grvund the same as
those that are presented in the drainage repart?
x 5. Are there any drainage channels directed taward -
prvperty?
Y 5. Are there any drainage channels directing water
through the prvperty?
Y- 7. Caunty roads cut off drainage as Fer ci.rainage
calculativns?
~ S. If culverts under county raads, does the flow go
away fr❑m or toward the project?
~ 9. What kind vf ground cover exists?
OVtDP.t 5rZAssY AQM -Qaa'O%jaY fs ~W'C%ncrvS'tr G L-L-Ax*;a Au~ Rth►5R
~ 10. Describe any existing channel conditivns:
11. Describe channel crvss section:
~ 12. Existing Gurh Type:
FuLe. ,O~OTIA jr.t.n4~4% CSSl M-CT7-4C C'L1'w'rt)~'A - Nr-0-yi1 D-r 5 rTL
fi I
~
24. Are stap signs shown for all streets which
intersect arterial? (Check with Cvunty Traffic
Engineer if there is a question)
~ 25. Has the intersectian sight distance analysis been
pravided for a11 intersectians with arterial vr
higner classifiCation streets?
~
~r 26. Are strest name signs shown at all intersecting
` streets?
X 27. Is there a need far barriers at the end of dead
end streets?
X 28. Is there a need far vther special signing? {Check
with the County Tx~aff ic Engineer }
x 29. Is the bench mark shown on the plans?
~ 30. Has the Fire ❑istrict agproved the prvpvsed
priVate road turna4raunds that are substandard
according tn our Spvkane County Road standards?
' x 31. Are ECR, MCR, and EGR elevativns shown on all
aurb returns?
x 32. Are cul-de-sac grades shown for the tap of curb?
Y 33. Are curb returns sharan in the profile?
x 34. Are the curb retvrn elevations cvrrect?
~ 35. Do the cul-de-sac grades meet county cul-de-saG
standards?
"X 36. Da the intersections meet the 2% grade
requirements?
Y 37. Daes the curb return radius meet the county
standard of 20 feet?
38. Transitians from end oF curb tv existing paving
sh❑wn?
Y 39, Is there a need far slope easements?
k 40. Is there a need for erosifln protectivn?
Y 41. Are the curb grades below the county minirnum vf
0.8%?
42. If curb grades are belflw 0,$%. has a special note
bsen added which requires a licensed land
surveyor to verify tihat the curb farms are at the
❑arrect plan grade prior to canstructiQn?
5
I
~
. ~
b. Are exista,ng utilities shown on the plans?
7. Are prapvsed utilities shown on the plans?
8, Qoes the note "Ar►y conflicting utilities shaZl be
relacated prior to cvnstruction." appear on the
plans?
~ 9. Are curb design sFheets pr❑vided for existing
streets?
10. Does the curb design conform to Spokane County
o/
00 Standards af section +crvss slvpe (Between 2% and
4 . ~
~!9
~ 11. Is there a street cross sectinn shown for
widening existing streets?
~ 12. paes the proposed vertical and horizontal
alignment meet 5pokane County Standards?
~ 13. Dv the plans show the typical cross section for
streets?
14. Da the street widths match the Findings and
(7rder?
r~ 15. Does the typical section on the glans meet
Spokane Caunty Road Standards?
16, Is the cross slope snawn, is it within our
standards, and is it coxrect?
~ 17. Is the type of curb shown?
X 18. Is the type vf curb shown the proper type af curb
for the raad classification?
~ 19. Ooes the curb shown meet 5pokane Caunty Raad
5tandards for curbs within the public right-af-
way?
~ 20. Is the curb type cvnsistent with the curb in the
general area?
21, Has an "R" value test been performed for each
soil grvup?
22. Do the vertical ourves meet nr exeeed the
required length for stopping sight distance?
~ 23. Are the low points of the vertical curves at
laaativns where water is desiqned to flow throuyh
an inlet vr cunc cut?
~4
RDAfl PLAN SUBMITTAL
/L 1. List any roads that must be designed and
construeted on the praject.
ROAD NAME CF~ASSIFYCATION wTDTH~ DESIGN 1~IAXIMCTM STOPPING SIGHT ~f W
wREQ'❑ SPEED GRADE DISTANCE R~
31 ~Y C~nu~r Lur.nL Accms a,~-~•C]`~ 20b! M ~t7E'
r
C tI ull~ w UUnL- A c,Gcss -t90 ~&-o 11 (D•,9 `8•0 1 Zoo SQ) vW
~,z Azoo- Ax-T. O.S-13 ce' S!W
~ 2. Planning aonditions require submissivn af a
landscape p1an. (NOTE: Usually associated with
Pi70' s )
~ 3. I have checked the landscape plan against the
raad and storm drainage design and there are the
fallawing conflicts:
~ 4. The fdllowing road plans have abearing on the
design of roads far this project and a copy is in
the file:
5. I have sent an "R" value and percalatian test
reguest to the Constructian Sectian witM soils
%/Q) w~ u'~~V~ inf ormation and a layout of the proj ect . "R'"
value text request i to engineers
~OA. H hAsd,vs ( date i
,Vb,0 go4~ lw-~ 3
lfla. The file contains a Spokane Cvunty Sectian Map,
10b. The file contains a Spokane County Assessors's
Map
X 10c. The file contains an aerial ghvto af the praposed
project area.
X lla. Project is 1ocated in urban boundary area.
X ilb. Project is lacated vut af urban boundary area.
~ 12, List any design deviatian requests and their
status:
13. Lacate the Findings and Order far the project and
list any unusual Gonditians:
~ QLnNHiWG # I3C,=E ~u,uar sn as,uP aF 10 f r, ALaW13 ~ZNo AVF.
R-A.,wcZ1 - La.rr scAaV PLAa qLQU ;9W 0i0rt To fJ.aAms r ar [3vi+.a.,~c Am,m i-r.
~H6tu1't.~lw6 ~L7 ~ 5(3' NVJ ALtS),G A4c-INT&ukL S1AFY-1's
SIY7r.~Wa~kS R~~~'Q Csnl ~]~wf3
ft R~1~5=~•~ ~
sAtiu~ L
_&v4L11cA,rs& 1'rZ
t 15 [3t FAV ,si 6 .~.u,a4,AAw t~~t,.u ►4cke.s s #
# ~G- -~V"°AvC ~ 4y--16 ►mCAL]Nr, FRa-jimc, rurz,6, 5/u1, MA-avg AKTMiaL #~.L
Jo' 5~.-~ A&1p~ RC~D ALCPJ6 3~~~?C 11w. Vr113-lerA fs 60cIATi~b ,►VsIY31e ASA.
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snBM~~TAL CHECRLIST
PROJECT # _j6? -7
REvxEw # I
REVIEwEx: Ro~ ~rALE
DATE: G~Io~~V 3
PFtOJECT: ESIqTES
PROJECT SPdNSC]R: TEL #
PROJECT ENGINEER (Rvad & Drainage Plans) '31mtP4aa
TEL #
PROJECT aCTRVEYDR (Plat) 5111pso-o
a
TEL# qF 4G-11 ZZ
GENERAL ITEMS
YES ND N/A
X 1. The $100.00 fee far plans review has been paid tv
Spakane +County for this submittal.
~ 2. An agreement to pay fees has been sulomitted to
pevelapment Engineering Services.
~ 3. I haVe raoted the plans in, plans out dates an the
pink sheet in the file.
The plans and calculakians are stamped and signed
a Professional Engineer?
~ 5. The develaper has signed and approwed the road
and drainage plans.
fi. There are nv conflicts between the propvsed
drainfields and any drainage ditches fln the plat.
7. Bowstring calculatians by developer are in the
file far this reView.
r~ S. Vertical curve stvpping sight distance
calculations by develaper are in file fvr this
review.
~ 9. HarizantaZ &vertical alignmerat sight distance
calculations by develvper are in file for this
review.
,
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31 ST COURT & CLINTQN STREET SEPTEM.BER 14, 1993
SiG~-IT DI.5'I'ANCE ANALYSl5
For a driver waiting to merge ~ro 1 :e the
~ fvllowing assurnptions:
1. I]river's eye is 16 feet hehind t ; is 15 feet
~ and the drivees eye ts 31 feet frflr
_ 2. Drivees eye assumed to be 3.5 ely elev,
2011.7, thus the eye elevatean is 2
3. The centerline of 3 t st Gourt is vf the
merging vehicle i.s at about stafiscan n Street.
~ 4. Existing igaund in tbis arrea is g~: 2012
at the intersec#ion, vvith an existang _ & ~ a a om south to narth.
The natura[ graund is at eye level abaut 100' to the drivees feft, and is about 3 5feet
below the eye 100' to the right, and therefore dves not obstruct the view of apprvaching
traffic. Clirttan Street paVeenent grades are 2°ro maximurri downslape frc,m !eft to right,
with a sag r+ertical curve at the intersectivn isvith 3 Ist Court. Site distance is lirnited orily
- by rabstructiorts in the lateral plane, nvt by vertical refief,
SIGH7' I]TSTAI+LeE 'I'O THE NDRTH (Drivees right)
~ CIinron Street is stra.ight to intersectien with Skyview Aaenue to the narth
Distanc,e from drivet's eye to 5kyview AVenue centerline = about 390 feet.
~ Distance to see apgroaching Vehicle = approximately 350 feet (see a1tacF2ed sketch).
_ SIGHT DIS'TANCE TQ THE SOC.]TH (T3rivees left):
~ Glintan Street is straight to intersectic~n with 32nd ,~1srenue to the south. ~•~~~,~5 WAS ,yl.,~ f~
_ Distance fram ,driver's eye to 32nd Avcnue centerline = abaut 320 feet.
Distance t❑ see apprcaaching wehicle: apprvaamaitely 300 feet (see ariache^d sket ~j ~-r ,
17/9~~~ s
~ECE0VED Gl
9y-~
NAL~
SEP 1 ,7 1993
li 1 ExaiRIEs 71e7Fy s ~
5POi(EINE C[]L1NTY EP1GfNEEA
- pPs 0- -s- a~=
, p.~vtat-~ `3- F~}'73
a
,
September 17, 1993
MEMflR.ANDTJM
TO: Simpson Engineers (Doug Ghristenson)
FRDM: Dcvel.opment Services 4Ed P~y7
RE: P1677 - Hillviem Estates Replat #Z
Revi.sed 208 Lvt Plan (Lvt 9)
1. Per yvur request, I axn enclvsing an approved copy of the Lat 9
208 LQt Plan (revised 14 Sep 93). We have retainecl a copy for our
files.
' 2. Please call if you have any questions.
~
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vARrES. 3' haIN. 1-~►rARIes a• M,rv, ,
ir~ 36 . [1RYWEL. CAAiE LiNE POND +A9TH GRASS 5{][} I.
1
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Pl=Atd VSEW:
POND ENTRY SLaPE SOD TO TDP OF DR7WE!_.LL
OR MASnC ANY E7CPOSED ,►aINTS .
~AS~HAL7-,~ `
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EDGE OF AAVT. rPECIFIED 4N IPE.ANS
OR BACK OF CUR9 -
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EDGE OF PA1P7 t SPECdFIEA DN PLANS
OR BACK OF CUR9
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7YRE b SPOKAME CQ. S7U. 4r P°~~`."nid
CEMENT catrC.RfTE 1 DR'rNEU 1 208' POND F~~3C1R
PL,AW VIEW:
•p1_i`~_~
T POND EM1RY SLDPE SOp TO T(?P {3F DFtY''El.L
,<<•: • ti OR MA5T1C ANY ExPOSED JDINTS
~ *q"--ASP!-[ALT-,.+
a' 'L'-2' MIMIMUM DR As
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OR BACK OF CURB
DETAiL
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_ HILLV IEW I J'LTES RGPLAI • I V Qs Z Civtl EriGuJ£iN5 k LwNt3 SUNvErOrZS
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vs.w.d wH
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avIL eroCer+ELAs & uwcr suRVCraFAs
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POhlA ENTRY SLQPE 5i]f~ TO TOP 0F DR1~LL
~ OR M►+STlC ANY ExP05EQ jOINTS
~
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HILLV IEVu+ ESTATES REPLAT No. p. p"L `"Qt'~~h45 k L"N3 cA4j"VLt0RS
n.s09 ^Rcrt.+dr Ra..o
SPf1Kwllf, sA 99712 Pn 4"74-1377
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• • ,9UL-r z, 1993 • 'Vlrnp5an Enqineers, lnc.
Cdwi, E►+W4EERS & LANA SURVEvC3R5
W __~11LLV'1'~W ESTATES f~EPI..AT t~1().Z LDT- i ~ ~~~►sQ~~ s~a°7"tr~ ~i°-13a7
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• II
- ' "5AMPZE LETTER flF CREQIT"'
" [USE BANK I,E'1TERHFFAI)) " (BANK NAME
ADDRES5 ZIP GODE
PH(]NE # AND C)THER dNFORMATI0N)
IRREVC)CABLE LETPER OF CREDIT
AMOU'NT: $ 1.00(}.00 N[].
BENEFTCLAARY:
SPC3KANE CDUN'TY ENGINEEItS
1026 W BROADWA7'
SPC]ISANE, WA 99260-0170
SUBJECT: LQT, BLOCK HIIsLVIEW EST REPLAT N02 (F°1at)
PLAT # P 1677. (L)evelvpment)
Gentlemen:
We hereby authvrize our irrevocable Letter of Ct'edit in your Cavar, and authvrize you to draw vu the
(bank),
a drafc up tcr one thausand (Dollars) ($1,040.00), for the accaunt of
(d[:VelOpeL).
The draft, drawn under this Letter of Gedit, covers ihe assuranee of completion of installation of storm drainxge,
drainage swales, sod aad other worlc as is itycidental and related theretv iu accfyrdance witb the dravaings and
specificaticsns as submitted to suci approved by the 5pokane Caunty Engineer's Office Qn (date),
and is to tre accatnpanied by the faliowing dccurnents: written request iby Sgokane County Engineer's Office to
(bank),
at the above address indicating non-rompletiQU of al1 Qr any of the atrawe iinprovemeats and that amounc of money
reyuired to complete such unpravernents.
We hereby agee vaith the drawer, endorser and lotia fide haldsr of this draft, negnfiaated under and in compiiance
with the tcrrms of this credit, that saia draft shall be duly hanored upon presentatian at the
(bank),
at any tirne before eampletion of the above-described impravemenis nr perfbrmance, in which event vy+ritten notice shall
be giuen hy Spakane Caunty to the bank.
(develaper)
shall be responsib9e for any rost incurred by t,he county in excess of the amount of securiry.
Drafts, drawn under this ,Lecter of Gredit, shall bear vn the'rr face the rvards
]7rawn under (bank)
(bank address)
Credit No. D ated
Bank Name:
By:
(authorized signor)
k~~assign.2[]8
~ "AGREEMEN'E"'
In cansideration of tbe issuance af a building permit for Lat BZvck ,
HTLLVIEV EST REPLAT _ND2 (plat) plat # P 1677_
(Develaper) has depasited $1,000.00 with Spvkaae County as security far full and faithful
performance hy Develvper respecting certain drainage facilitaes and snd an accordance with the
drawings and specifications as submitted to and approved tiy the Spvkane Cvunty Engineers affice vn
(date) 199 ,
Developer hereby agrees that shnuld such drainage facilities and sod not be constructed in
accordana;e with the appraved drawings rvithin six months of accupancy, Spokane Cvunty may then
use the security tv bring these facilities and sad into conformance therewith. I]evelQper shall be
responsible for any casts incurred by the cvunty in excess of xhe ama-utat of security.
Spakane Couaty agrees tfl rexurn to Ueveloper any unused funds upan satisfactary cnmpletion of
these facilities and svd.
NAME & ADDRESS TO BE RETURNED TC):
(Developer Signature)
I]A`FE
k~~assign.208
i~
oFFIcE vF THE eouNTY ENGirrEER
SPOKA.NE COUNTY, WASIiINGTflN
TQ: Jeff Forrey, I7epartment af Buildings
FRO1WI: Bil1 Hemmings
DATE: September Ta, 1993
SUB]EGT: B.C.C. resolutican # 91-0882 Implementation
Attached are the individual lot plans fvr each 1ot containang a swale im HILLVIE'V EST REPI.AT
N()2, plat# P 1577. Please give tlie appropriate lot p1an to the individuai' applying for a building
permit on the lot, sca they can dxaw their bouse and approach tv scale on the lat. We will need this
plan, and the correspQnding $1000.00 cash surety, in the form of cash, letter o£ credit, or savings
assignmeint, bef❑re we can issue the approach permit. Also attached are the Ietter of credit and
savings assignment £arms.
If yau desire, we can meet to further discuss this new pror.ess,
k~11~1assign,248
~
i
H 1,,..a.viEw E.STA-rcs
.IL3kH~>.JA~E €'1..~~} : ~}'TFR°'~ ~'~C.^~,
.SAsrr.] Co : SPErIRI.. C.uPLg w~ wrr_--B~r V^uL~T co. ~►znauc.~- Ne. 1840
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r
~ • lRECEIVED
= MAR 2 7993
COwty Engineering
Ha u-veW Owrt~~ KePL.Pfr ~.]o. 2
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. , MAR 2 1993
n_.._~_ .
Quick TR-55 Ver.5.45 S/N:131546[}151
Executed. 13:23:03 03-19-1993
MODIFIED RATIUNAL METHOD
Summary fax Single StQrm Frequency
First peak vutflow paint assumed to occur at inflow recessian leg.
Hilluiew Estates Replat No. 2
Qf f-!~ite Storrawater arainage ( Streets )
~Basin 5:1 Clinton St. and 32nd Avenue
RETURN FREQF3ENCY: T❑ yr °C' Adjustment w 1.000 7+.llvw8b1e Q= 0.30 cfs
Hydrvgraph file duration- 10.00 minutes
Hydrograph f ile: HILLVW-6.HYD Tc ~ 2.27 minutes
...............................................................Vt7LFJMES......
Weighted Adjusted Duration Tntens. Areas Qpeak Tnflow 5tarage
'C' 'C■ minutes i,n/hr acres cfs (Cu,£t. ) (cu.ft. )
Q.9pQ 0.900 2 3.180 0.15 ❑.44 59 18
Starage Maximum
0.900 0.900 10 2.240 0.15 0.31 ~ 184 73
0.940 0.900 15 1.770 0.15 0.24 ~ QPeak < Qa1Zow
~ N tj ~ M C~ 5"r PgouinC I I " ' F°T` , Sre AA G E w1TH 74 ? E' " RD r'ii u-/a4-
~~fl~7 G ~aaT bc5la+a e7, $er~P(QsIE we~
wIL4- $Lr 8~ILT- ow 1.OT 10 ~aR L.ar EM
GHA,,'Z-ES fi^R+c~ ~Potjb "t.A'-Eij A-'f` 1J'uJ i aT'
-mj- Fu4wr►..1 G~rs~'C IT~ ~ ~,~,~s o►~a~~p "Ch
,ZGr C~ LP , F7-. 9EW!{LE'.~ 1;:,0'g-
?
"KiE..1 . PcNb ss PzAF A-PP iLCX .?t5'0 ?C 2.0 ~ K Dt~.~
V
~ ~~~EIVED
NJAR 2 ~ 1993
Cninty EnInEE6iRa
Quick TR-55 Ver.5.45 5/N:1315460151 _
Executed. 13:23:03 03-19-1993
Hi 11vi ew Estates Repl. at 1Vo. 2
Qff-site Stormwater Drainage (Streets)
~Basin 6:~ Clintan 5t. and 32nd Avenue
SUMMARY QF RATT❑NAL METHOD PEAK DTSCHARGES * ~ ~ * * *
Q = adj * C ~ Y * A
Where: Q=cfs, C-Weiqhted Runaff Coefficient, I=in/hvur, A=acres
adj ='G" adjustment factor for each return frequency
Gw..rra~ 3zc9 FIu-cr R=aa
ASPML-rt": Ctaxr7aa y#X 4 0) + ( BS B) : 5AZI6 Fr,L F-r.."7e9"
rO•.r-w►d.K-s ' ZiS G-F _1,2.qo Fr~ RETURId FREQU£NCY = 10 yC}arS
-rar~L ~ 6616 Fr~ 'C' adjLlStmLnt, k = 1
= a, 15 AeAC Ad7 C' = Wtd.' C' x 1
Su3aarea Runof f Area Tc Wtd. Adj. I Totai Peak Q
DeSCT' . ~ L` r aCI'~.'S (ISIlTI ) • c■ rcr 1IY fhr c'1CreS ( CfS )
lI[lpt?rV10u5 0.900 0.15
2.27 0.900 0.900 3.180 4.15 0.44
. o v~'~.a~+°r►.~17 "r~ ~ ~ 1 = ~ , ~~7 N-i a la ,
'VoZ
7L : A5 SurK ~ Fe..cw I7ev'rii = OX3 F-'.
A=
►
3L ~ Z,z.SCs
0 _ fdl
~--3 F;tG, r8 • ~ = d, 5 c4~s --:p V= °
A -pp s
y Mra sCT- . - 2,❑ m r►.1 .
0,13 c-PS ; ASSvm Pn orj ap ❑r 13`
lRECE9VEID
MAR
C~I~IRRdrinn
CODON
Quick TR-55 Ver.5.45 s/N:1315460151
Executed: 17:43:24 03-19-1953
MODIFIED RATIONAL METHQD
Swmmary fnr 5ingle Storm Frequency
First peak autflvw point assumed to occur at inflow recession leg.
Hillview Estates Replat Na, 2
Dn-Site Stormwater nrainage
l!8asin 5,
RETURN FREQ[]ENCY : 10 yr ' C' Ad justment = 1.000 A1 Towab1 e Q = 0.30 cf s
Hydrvgraph file durativn= 0.00 minutes
Hydrograph f a.le :HILLVW-5 . HYD Tc = 0.78 minutes
i VOLTIMES
Weighted Adjusted Duxation Intens, Areas Qpeak Fnflow Storage
•C• -C' minutes in/hr acres cfs (cu.ft.) [cu.ft.)
-------i_i_
0 686 0.686 1 3,1$0 0.07 0.15 Qallaw = or > Qtc
`-C a uT ~ ~ I i•1
~ J
5"fbPAG.E Xe-QVRA-z~ wiTi'H .s CVTFf OuJ
s,-bRAvGE PP-aVtir)e__-~ ra Ra~.1L~ 5&_ = 5 0 eu. F1-~
. , Pn ►.lr_~ 5 w+Tr-t "PE" A " a r-,q +-,EL~_ r s D K,
' ~ECEIvED
NlAR 43 799:~
Coum Igineering
Quick TR-55 Ver.5.45 ~/N:1315460151
ExeCUted: 17:03:24 03-19-1993
Hillview Estates Reglat No. 2
Dn-Site Stormwater Drainage
lBasxn 5 ~
* * * * ~ * SLTMMAFtY OF RATIONtAL METHDDPEAK DISCHARGES ~ * * * * *
Q = adj * C * I * A
Where: Q=cfs, C=Weighted Runoff Coefficient, I=in/hvur, A=acres
adj _'C' ad~ustment factor far each return frequency
RETCJRN FREQi7ENC7f = 10 years
' C' adjustment, lc = 1
Adj. ' C" = Wrtd. ° f:' ]f 1
Subarea Runoff Area Tc Wtd. Adj. 3 Total Peak 4
Descr. 'C' acres (min) 'Co, J'C' in/hr acres (cfs)
imperv3aus 0.900 0.05
perWiauS 0.150 0.02 •
0.7$ 0.68+6 0.686 3.180 0.07 0.15
or
. dvt~j = rtS ( - ~3~21
pss~ME: Ft.a w DE-P7-S
3Ca 0• 14(- F Tz
Z_
~'1 ~ rolL +
~ O GI 0 $
~ ~7f . E~' • ~ ~ I~ e 1 CTrri ~ 4A
A 5
TT sEa. - 0,51 ►dt►.j.
o, 5"1 ~ 4.~7 B~~,~ r
Ger's ~ [L9]~3.18~~a-7) = 0, PS c-P5
~ w 5 A-~ , V`i c;-FS ASS vaa Privp-1 C7 F I3 = O. o9 ~ d S C7 r-,
R£~~~~D
ViAR
~au~tyr Cng~~eeri~g
Quick TR-55 Ver.5.45 S/N:1315460151
EXecuted: 10:11.35 03-16-1993
MOdIFIED RATTONAL METHDa
T--- Summary for Single 5torm Frequency
First peak vutflaw point assumed ta occur at inflow recessian leg.
Hillview Estates Replat Na. 2
Dn-Site Stmrmwater Drainage
~ Basin 4 1
RETLIRN FREQT]ENCY : 14 yr ' C° Adjustment = 1.000 Al lrwable Q= 0.30 cf s
-------------~----_-----------_-R----------------_--...-----------------------
Hydrograph file duration= 28.00 minutes
Hydrdgraph fi1e: HILLVfnT-4.HYD Tc = 2.62 minutes
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . VC]LI]'MES
Weighted Adjusted Duration 3ntens. Areas QPeak Tnflow 5tarage
%C1 iCr minutes in/hr acres cfs (cu.£t.) (cu.ft.)
C1.548 0.548 3 3.180 1.49 2.59 4[]8 361
0.548 0.548 10 2.240 1.49 1.53 1,4197 983
0.548 0,548 15 1.770 1.49 1.44 1,300 3,341
0.548 0.548 20 1.4517 1.49 1.18 1,420 1,216
Storag'e Maximum
0.548 0.548 28 1,108 1.49 0,90 ~ 1,539 1,243
0.548 0.548 30 1.040 . 1.49 0.85 1,528 1,234
0.548 0.548 40 0.820 1.49 0.67 1,646 1,222
0.548 0.548 50 0.680 1.49 0.55 1,665 1,131
0.548 0.548 6{] 0.610 1.49 0.50 1,792 1,228
s~►~'E k V_o o i3 C_-Ps a U-rFL-0 LAJ c4., . r-,r.j
sTt, p-A GE p~Ui nM i ►.1 Po w 0 r.{- 7ePTR 935 c.LJ, F"r/
4 u► t~f T~`t PC D~~~-- r s n F~.
i
RL~EIVia
fWAR 2;j 1993
cmtfr [oneeHng
Quick TR-55 Ver.5.45 SeN:1315460151
Executed: 10;11:36 03-16-1993
Hi1lView Estates Replat No. 2
❑n-Site 5tormwater Drainage
I Basin 4 ~
* * * * * * SIJMMARY OF RATTQNAL METHDD PEAK DISCHARGES * * * * * *
Q r adj * C* Z* A
Where: Q=cfs, C=Wei,ghted Runoff Coefficient, 1=in/hdur, A=acres
adj ='C' adjustment factar fvr each return frequency
RETTJRN FREQUENCY =7 14 years
°C' adjustment, k
Adj. ' C' = Wt.d. ' C' X ~
Subalrea Runoff Area Tc Wtd. Adj. I Total Peak Q
DeSCr. 'C' acres (min) •C• IC► in/hr acres (cfs)
i,mpervious 0.900 0.79
FerVlOuS 0.150 0.70
2.62 0.548 0.548 3.180 1.49 2.59
. 4 j 45 c~.a~~~~~.~ ~ ❑
. ,~,r,atiaEL T~ :
~r~5unt Fes w ~~P~1-1 = ~ • 'L 5 ~
~
~r A ~b~- Fr-
~ •
~ - a.oa9
~i Fr G . r 8 : 0 e. -Ps 3.0 r34 ~C G ~ z. zz .
v ?:54
7-OT7°I~ Tc. _ O.r{d + ?-.~Z Cc- WvAr1vT, D.
°6'-iiE-= :
fl
3.p ASSurtp~'or~J IS G"SE E`~eu6H
C/t~.TVhI..- IGE$1'~4 5 Pt Be~l~ P.7. 2Jt i~ i few~i o F o,ZS /s~StrH~~ '~fC~
FtE~.r~jf IFi~
kAR 2co' 1993
cgum 'Clgineeriag
Quidk TR-55 Ver.5.45 5jN:1315460151
Executed: 10:07:46 03-16-1993
MQQIFIED RATIDHAL METHOD
Surnmary far Single Storm Frequency
First peak autfl❑w paint assumed to occur at inflow recessian leq.
Hillview Estates Replat No. 2
OnySite StDrmwater Drainage
~Basin 3~
RETURN FREQUENCY: 10 yr 'C' Adjustment = 1.000 Allowable Q= 0.30 cfs
Hydrograph file duratian- 17.00 minutes
Hydragraph file: HII..LVW-3.HYD Tc = 6.41 mznutes
VaLUMES
WeAghted Adjusted Duration Intens. Areas Qpeak Inflow Starage
%c• 'C' minutes im/hr acres cfs (cu.ft.) (cu.ft.)
0.532 0.532 6 2.794 0.55 0.82 314 199
0.532 0.532 10 2.240 0.55 0.66 393 245
0.532 0.532 15 1.770 0.55 0.52 466 273
Storage Maximum
0.532 0.532 17 1.535 0.55 0.48 ~ 488 277
0.532 0.532 20 1.450 0.55 ❑.42 509 271
0.532 0.532 30 1.040 0,55 0.30 548 220
0.532 0.532 40 0.820 0.55 0.24 QPeak eQallow
SfbRAG~ g_e~p4+sX.E:C> wITiYi Q,3 c-f-S 6u'ffL-av•l 2-90-7 Cc+-FT f
5'l-aRt4 G6_ P R.a v r DC'D i M Po re3 0. Dc" =~5 8 C-u • F T, /
pa N D 3 w tTR 'r`t PE +9 DP-4 wm-l- r S 0 K,
, 6t~CIallED
MAR 2 ~ 1b:IJ
Cuunty En;inegr€ng
Quick TR-55 Ver.5.45 SJN:1315460151
'Executed: 10:07:46 03-16-1993
Hillview Estates Replat No. 2 ,
On-5ite Stormwater Drainage
IBasin 31
* * * ~ * * SLTMMARII OF RATIQNAL NdETHOI} PEAK I7ISCHARGES * * * * * *
Q = adj * C * I * A
Where: Q=cfs, C=6Veight+ed Runaff Caefficient, I=in/hour, A=acres
adj ='C' adjustment factor for each return frequency
RETURAT FREQUENCY = 10 years
'C' adjustment, k = 1
Adj. ' C' = Wtd. ' C' x 1
5ubarea Runoff Area Tc Wtd. Adj. I Tntal Peak Q
I]ESCr. "C 'p aCY'es ( tnin ) . ► C' ►+C' ln/hx' acres (cfs )
imgervious 0.900 0.28
pervious 0.150 ❑.2? a
--6i~1 --~.53~ - -D.5~2 2.794 ~0-55 - ---i0.82
~
a.6
. a~~.~+-sD Tcr - 15 1c a,~o
`V o~ S
~ • ~ t r~ e►.,i .
~~CEIVE0
NAR 2~ 1993
Ccu* Cngineering
Quick TR-55 Ver.5.95 S/N:1315460151
ExeCUted: 10:03:32 03-15-1993
MQDIFIED R.ATIONAL METHOp
Summary for Single 5torm Frequency
First peak ❑utflow p❑int assumed tm ❑ccur at infiow recession leg.
HillView Estates Replat No. 2
Qn-5ite Stormwater prainage
JBasin 21
RETURN FREQUENCY: 10 yr 'C' Adjustment = 1.000 Allvwable 0.30 cfs
Hydraqraph file dusatian- 17.00 minutes
Hydrograph file; HILLVW-2.HYD Tc = 8.44 minutes
VOLLTMES
Weaghted Adjusted Duratian Tntens. Areas QPeak Inflow Storage
`C' ►C' minutes in/hr acres efs (cu.ft.) (cu.ft.)
0.441 0.441 8 2.43$ 0.62 0.67 340 188
0.441 0.441 10 2.240 0.62 0.62 370 204
0.441 0.441 15 1.770 0.62 ❑.49 438 227
StQrage Maximum
0.441 0.441 17 1.635 0.62 0.45 ~ 459 230
0.441 0.441 20 1.450 0.52 0.40 479 223
0.441 - 0.441 34 1.040. 0.62 0.29 Qpeak < Qa11oW
5Ta RI°,G1E- 9JE4 1►%kCD 114 0,S0 c--PS A uTFc.a LAJ ~ Z30 0-s.r
.
SmAA-c,E P"LAr)M 1N r'arJD 2a 8„ DERr~-t = G3+ c-' I Fr
pou p 2- w r'd~t TY PE " Iq
R~~~~~~D
i
[ViAR 2 v 199 'Jry
CIIaIIy tllgdtlEEFikg
Quidk TR-55 Ver.5.45 S/N:1315460151
ExeGUted: 10:03:32 03-16-1993
Hillview Estates Replat No. 2
On-Site Stormwater Dr.ainage
lBasin 21
* * * * * * SLIMMARY QF RATIDNAL METHOD PEAK LYSCHARGES * * * * * *
Q= adj * C* I* A
Where: Q=cfs, C=We3ghted Runoff Coefficient, Y=infhour, A=acres
ad7 ='C' adjustment factar for each return frequency
RETURN FREQT]ENCY = 10 years
` C' ad j eastment , k = 1
Ad ] . ' L" _ Wtd. ' C' X 1
Subarea Fiunof f Area Tc 1Wtd. Adj. I Total Peak Q
Deser. 'C' acres (min) 'C' IC■ inrhr aCres (cfs)
imperviaus 0.900 0.24
pervious 0.150 0.38
__8.44 D.~~1` 0.441 __i2.43B----a.62- ----G~-~7 ~
l~o a `r
• bU~~ T~ a r!S ~,~I `on 6
- 8.4~ ~ar~.+. •
~~~~VED
IVIAR 2 3 1993
~~~t bVnearigg
Quick TR-55 Ver.5.45 S/Nt1315460151
EXecuted: 09:58:23 03-16-1993
MaDIFI~D RATIONAL METHDd
Sumamary for Sing1e Storm Frequency
fiirst peak flutflow paint assumed to occur at inflow recession leg.
Hillview Estates Replat No. 2
On-Site Starmwatar arainage
tBasin 1j
RETURN FREQUENCY : 10 yr ' C' Adjustment = 1.000 Allawable Q= 0.30 cfs
Hydrograph file duratian= 16.00 minutes
Hydr❑graph file. HILLVW-I,.HYD Tc = 2,50 minutes
. VOLLIME5. .
Weighted Adjusted L7uration Intens. Areas Qpeak Inflow Storage
•C■ •C► minutes in/hr acres cfs (cu.ft. ) (cu.ft. )
0.665 0.665 3 3.180 0.3$ 0.79 119 74
0.665 [].665 lO 2.240 0.38 0.55 335 223
9.665 0.565 15 1.770 0.38 0.44 398 241
5tnrage Maximum
0.665 ❑.665 16 1.700 0.38 0.42 ~ 408 241
0.665 0.665 20 1.450 0.38 0.36 435 232
0,655 0.665 30 1.040 0.38 0.26 Qpeak < Qallaw
57aRfGE K.E-Q u iAz7 w~ o. 3c-~5 ouTFL-OuJ =2_+I c~.• • FT. f
5-mR,k_G c P"vLDco I w t~ua 1 c 8" DeP'ri-t =6, l7 eu- FT-. ~
1>0►.f b 1_ u•+ (TH 7-4P E b RLJw' E1-t_ I s D K -
i
~ ~~~~VED
f~'~AR 2 u 1993
Counw Engineering
Quick TR-55 Ver.5.45 S/K:1315460151
Executed: 09:58.23 03-36-1993
Hillview Estates Replat Na. 2
Dn-Site Storanwater Drainage
lBasin 11
* * * * ~ * SLTMMARY OF RA°I'IONAL METHOD PEAK bISCHARGES * ~ * * * *
Q = adj * C* T* A
Whese: Q=cfs, C=Weighted Ftunoff Ccaefficient, I-in/hour, A=acres
adj _'C' adjustment factar for each return frequenGy
RETiIRN FREQL7ENCY = 10 years
'C' adjustment, k = 1
Adj. 'C'"= Wtd.'C' x 1
Su3aarea Runoff Area Tc Wtd. Ad~. I 'd'otal Feak Q
Descr. 'C-• acres (min) •C' •er in/hr acres (cfs)
imperviaus 0.900 0.26
perv i c7us 0.150 0.12
--2.50 `0'665T =6.565 TP3.180 0.38- ----0.79 ~
C AI~'-i►[.~rT7 ~ ~ Fb ~ ~C. .
(45r
I S . - c~ , 4 Q M ~ ►..i ,
. c.wtNrr E~ T~ :
r453u,++E FLz++, Dc" = Ca. t 6'
THII,~ q o ,4 Fr-
IL _ 3C
~ _ rol
~ 8 ~
~ Fi G. 181. ~P V~ ~74- s
• ~-~r ~ - ~ ~ zG s ~ ~ . I C~ ri ~ ~.a .
v ~
-rzl~nr- T~_ = ❑.4a+Z,ro ~ 2.,~8 MrN.
r~t~IL ; Te- = a+»m aN ~ mus F"m Ft ci. Z!
~~n =3ig ~~CUVM
Cr +Pt - ~ C~( X3, ~ 8)(0 .38 ~ a o
0.-79 e-Fs z ❑oa cfsr P,ssv.nPno~ D= 116' i s nlr, MAR 2 1993
Caudy F,~ioeeriug
~"Gu~D ~Zri.►ES Fef~ 57m'R,twr,"~.^_ M G►~riT.I
, EWI] 3: ~ .l
Pond Floor Areu, A= I(4 + 32)I2 x 4[]1 + (6 x 28) = 724 + 168 =$88 sq. ft, ~
Pand F~r Percmeter, P= 184 LF
Volume at G' depth =~1.5 A+❑.5 p
= 0.5 (888) + 0.5 (1~3)
= 444 + 92 ~ ~
= 535 cu. ft. Po••~~ 3
FraaoFL ~
aCn °d
~ m
Volume at B' depth ~ 9.67 A+0.89 P ~
= 0.67 (888) + 0.89 (184)
= 545 + 163
= 758 cu. ft.
b
PON❑ 4:
F'oud F1oorArea, A= 114 Ir (152) + {f~i x IT} +(15 x 74) = 176 + 1,088 + 1,(]50 = 2,314 sq. ft.
Poud Ficor Penmrter, P= 321 1.F
Volume at 6" depth - 0.5 p► + 0.5 P
= 0.5 (2,314) + 0.5(321)
~°~s I 4''r =
- 1,157 + 150 P- J kC G k
= 1_317 cu. Ft.
_ OR
Volume at s" dEpth = 0.67 A+ 0.89 F ~
= 0.67 (2,314) + 4_89 (321)
= 1,550 + 285 o w
= 1. $35 cu. fl,
PON'D 5: LS
This is a Iong, skinny "swalo" wwitth 3:1 su3e sloges, to fit the narmw space beiwrtn t,tle curhUnc ancl the
property ].iiae am the north hide oF 31 st Cciurc immmiiately east of CLutun Sircet,
Volume oF stivale:
For each lina tnot of 1-fwt-wide s-wale flcwr vvith 3:1 sik slopes, the votume contxined at 6" dt~pth is:
(0.5 depth x 1 fa.) + 2 bides x (1l2 x 0.5 x 1.5) = 0.5 f D.7S = 1.25 euhic feet uf volume per hur:ii Foot
The swale fluar is 72 fwA lgng x 1.0'-wnde
72 LF a 1.25 cu. ft, per LF = 90 cabic fee;
TZ
f~ ~ ~ ~ r ~ ~ ~ ~►~p s
I I REC~ED
MAR 2~ 1993
II
CmA Eofinaerfni
as~~~~ ~OND VO1.,~ CAL~ULATIONS
iN GENERA1,, foc auy dr'ai.nage pond with 4:1 sude s1opes on all sides, the pond Volnme csin Yre
ralcullutr.d with two c4mpoaents: fhu volunne diteccdy above tbe floor suc-a plus Ehe Volwue abave thr sicie
skopes. Volume is caleubled at 6* depth fur 0208" treaiment und at 8" depth !or swruge, a.s Ca1luws:
At 6" dcpth:
Pond Volumt: _(0.5 ft. depth x pond floor area) +(112 x 0.5 x 2.0 xponci tloor penmwAer)
~O.St#+ Q.5P
At depth: ,
F'nnd Voiume -(42.67 R. drPth x pond f3uar ama) + {112 x 0.$7 x2.67 xpond tlcror persmet€:r}
=0.67A+4.$9P
2.67 feet "I
~
2.0 Feet~ '
Op' n.6! .
Vry ft. ~ _ .
6° _ 0.5 ft. r;
Pvnd Floor
I!QND 1:
Pond Fl= Area, fy - LS' a 50' = 750 sq, FL
Pvnd Floor Aenmwier, P= 130 LF
Volume 816" depth = 0.5 A+ 0.5 P ~ A~ti]I~ 1 Fc.-oo g- y
= 0.5 (TSO) + 0.5 (130) = 375 + 65
= 440 en. ft. ~ .
Volume aE 8' depth ~[].67 A+0.81 P
= 0.67 (750) + [].89 (130)
=502 + 115
~ +517 cu. fL /
PONi] 2.
Fond FWr Area, A =(35 + 22)I2 R 27 =29 z 27 = 783 sq. ft.
Pnnd Flcor Fenmeter, F' = 124 LF _
VoPume at C" depth = 0.5 A+ 0.5 P
= 4.5 (783) + 0.5 (124)
= 391 + 62
_ 4S3 cu. ft. ~ IN
FLaaR
V C11lliJSe et 8" depth =0.f77 ,R +0. 89 P z-~ Y ,
= 0.67 47833 + 0.99 (124) RECE1VED
= 524 + 110 cu_ MAR 2 v 1993
Cm* fioaeefiag
.
STC]RMWATER DftAINAGE PLAN
r
Hiliview F.states Replat No. 2
Proposrd 1I-Lot P1at ut
31st Court & Clinton Street
SE 114 of Section 27, T.2.5N., R. 44 E.W.M.
Mxrt:h 16, 1993
SUMMARY TA,F3LE: (]N-STTE DRAINAGE BA.SINS
Basms: ~BASIN I ~ gnsIn[ x ~Ba►~~ ~~BAS[N a~HAsw s ~ uayts '
I.,ots Includci ~ 3 ~ 2&3 ~ 4 & S6,7.8,9 ~ Ncyne ~
~otal Area ~ 16,430 27,200 ' I 23,830/ I 63,995 ~ M 3,010 " I Sq. Fs.
~erviaus Area 5, 1z0./ ~ 16,650 11,630, f 30.293 850 • ~ Sq. Ft.
~ Im}enrious Area ~ 11.3 C0J~ 10,5501 ~ 12,200' k 34,458-/ f 2,160' ~ Sq. FE-
~1, Aptalt ~oad ~ c,z+aa e ~ o ~ a' ~ 10,752..;-- I 2,160' R s.4. Fc,
~ 2. ~~vvJ Parking ~ 2,090 / 6,150 { { 7,800' 0 Sq. FL.
3. a-piex Roor's ~ 2,200/~ 4,4031 ~ 4,440' ~ B, 800 a Sq. FL.
a. conc. walk-h ~ gza / a ~ o-' I 3,noo 0 ~ Sq. Ft.
~ "208" Area 10,490' 10,550-" 1 12.200• ~ 30,702/ p 2,760/ ~ Sq. Ft.
-20$° vwiurae 437• aaa ~ ~ 509 1.290 - 4 90- eu. Ft.
~ Pond Floor Area 754'' ~ 7$3' ~ SS$ s ~ 2, 3] 4- ~ 721 5y- Ft-
Pond Ficxsr Perun ~ 130 ' 124./ ~ 194 ' ~ 321 ~ nlu f Ln. Ft.
Pond vni. ~ 440- 453 / 536-/ ~ t , 31 7--/ t 90 ~ cu. Fl.
NC3TE5:
°lmpervious Area" irn:ludtz- Fill Four impetvious sirea typcs Lsceci. This figure is used 1u the ku~tronul
Methcxd calctlaGons uncicr "5ubarexx Descnpiion: lmpervious° (convertrxf to acres),
"208 Area" includes irnpeiviious xreas number i, 2and 3 anly.
"Asphalt Raad° area faa Basin 4ezcludrs 6' rvidth ai eausting asptalt on em[ side of Clmtad centerLne,
whirh is incteide3 under "Imperaious Area" for 8si.~in 4(6` x!2fi LF = 756 Sq. Ft.). Thus, tlis 6' strip
of oxistu►g asphalt i.s iacluded in hydrolagy culCUlatioa, but excluded from "208" re.quircment.
$ui]ciing5 are assumeci to buu►+e asphal4 compobition roafs.
All Ponds har+e 4:1 side slopes, except swale at Baran 5, whieh has 3:1 side sloges, average.
RECQVEI)
l.ors 10 and 11, rvith izc3ntage along 32nd Avenue> az~c conmrrc:ixl 1ots (Rugional Business ZaAe k3-3).
"208" cirainage a.nulysiS and facilities tca be deszgpt~d at tim oi build,ng pcranic applicaLun(s).• IVAR 2~1993
Call* WinEedog
,
REVIEW CaMMEN'TS
PROJECT 1 6-1-7
REVx EW 1
DATE: qi5/9-5
Page -3 af 3
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~~OKANE CO7..D1'+ L L LiVGLdYLER
ENGI,NEERTNG SERVICES
PROaECT I REVzEwER: Rlw~ PACZ
FROJECT NAiME: Hiu.wEw Es~~7e-5 I7ATE: _qL4 I q 3
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DFF'tCF OF T[-3E Cf)illt'TY ENGINEER • ADIV15IQhT DF THE PL18LIC WC7RK5 DEPARTMENT
Ranald C ,i--Ioama:in, 1'.E , County Engineer denni.s M Scott, P.F,[]irsctvr
DaYe:
~In11~S~'~J ; ~~sG
A R ~ s'j,a L:
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Gam~f~r.r 7j .L 0/ 93
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SLIE33ECT-
C'aentlernen:
A re►riew of the rmad, drainage, and parking plans fDr the abvve-referenced plat, short
p1afi, bandino, site p]ans andlor buiIding perrnrnit has been accomplished. Areas af concern
to us are indicated in red an the attached prints. PJease rnake the carrectaons and resubmit
them tc this ❑ff3ce in order that the revieru pracess niay proceed When the nlans are
resubmitted, mark ail chanLyes on the revised nrint rn color.
If y❑u have any questions about this review, please contact us at 456-3600. Thank you
Very tniiy yours,
Ro'na1d C HormanF]r P. E.
5pokane County Engineer
~ Ronaid G. Pace, P E
Plans Rcvieww Engineer
~i.,~,.~ ',v t'• ~ ~ C ~ti G'j'
L r• ~ i.l i s,
k~~''i,~r +e~e~'~~~:a.:.~~ry.a•. :1u~_ Spakane, W.A 99260-0770 I [509) •156-366C :=r1a {Si]r') 456-4715
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pr-tl(r,•c 3 Q0f"J 5i
1~Oru'7~ea"t lra ~rw ~~~3'~
P, tts) -7 $~'b 6'F P,
G=•~.~
c
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.
2.
. Qww~ r~AG ~ Pr~-!~ : . Po►.~ D€~-~`I r.~~cs ,
msI r.y (o ~ sPE-cIAL- cuks t►.rc..~ wrc.aeg:r vAvt-Tco. ?xaaVc-r- Na, 1840
, STArrRa►.~ 1+-'7 0, C-WAJ7'nr.1 ST-, P1G f-°Sr st pe:
o aur-iR 4 PE-*-Jf A.1 G 0e..1 C0►.d71"u0•yS G RADC
, . OL_ f-r.
~ . , . ~ t3 Fr.. . . .
, Fi G. l (o' pG • Co - 3 9 1 „ ~ vt D E+t~ ~'S FO?, ~7TCSC141 WW~7"E."yt ~TJPrG E7~{E`1~T ! 9 ~ f ;
~ o. ~85 L`~S P~ C~ a~, fhS+--E.T
o~~~S ~ o,oa~ ~ S. I B Pr 0 F r►jGcr I~ei;u,RED .
, uss- ~ SPEC'AL- e'uRt lr.+c,,e-i`,S TTs I►JTEPX-4~-~ 1d07a nF 0.44-C4lS
l +9 0 ~ i +,'l4~ 1,f18f ~5T s i DE QF CL4 mT'oN ~;aiZgEm- ,
~
~ • RECEIVED
= MAR ~ 3 1993
caunty Engineering
~
.
~
~ _ . _ . cEW_ 1~7srPtl-E`s X-EP +.-Pf r hJ 0, 2-
.~___~.~__G?R~1it~1►~rGE~Yr.~.1_:- pa_~a~_ _.Ei`+~y,__ C~!-C~_S.. - - - -
_ --------T---- ____..._.._.r__~'f?°~.. ._.~3.t~t.p - TP-- 4~ 1~~►~T'~i 51DE~ u UFT-. .
______.__.R~~.__.~_~.____a~.._._._~_ QP.~? rN.~__._c_?►. ~ _ ~r-!'['T.r~-?~?r~_u ~ G A ADE-
_.~.__..._...____._~_r~._.___.w_~_~ ~ _1.., _._~±_~F 7• ~ - - - - - - . - - - • - -
„
--•.__~_.___..~~.__.____.___.__m_.._______..~._~.~ .a..._______.----
~ ~ _ _.______r__~ . Q_ c~..= Q._!_,~ f- -E'_`-'~'~ • _ v , ~ ~ _ . _ ~Y au e~ FRo r-~► ~~r~S r !~3 . _
.r_..~._. .
~...~_F~ ~ . ~ t _i'~a .,---~.-,3 S.~ .►4-~.~~ . _ ~a~_. ~~~r°~ M~°~~t,4-~~?~ ~ 98!_ _ .
Q_O'?.7-___.._g~Y~__________
-F-r. . P-~Q . ~ . ~-~°►~:_l pa °?'p
_y..~___._,--~.. - - - . _ - - - - - - - - - - -
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~ ~ ---..e _ . - - _ ~.u_ R-EcElt,ay - - -
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-
- - . - _ _ - - - . . - . - - - - - - - - - ~~ur~y E~gi~ePrirrg
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- k~i ~►.-~wc~__~~r~-r-~ ~~a°+r f~l 2 - . _ _ - - 37?--7~3 - - -
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_ ..~.~._.~a_._ ~►KB__.4?.~.111~~i5__A7__[_4.i~?_..p~ir-.1T___-- _
„
.,..,.~.._,_.__.~_~.._._.__~_e_.-.._~_~'.1...=._~___..=_ ~ G3.~_..~7'•
.~R,_ _l-_1..._~__~F..~~n_~C~_._~°_►r~r~.__~~►~~-r~~►Jr__~P~~,~_.~~_p~v`_i~_.., _ - -
,
~
-T:-s~~-?~----H..~._~~4~_.~ - ASjr_cc~l,~).~.
~~r~...~._... ___1~.~.3. ~ ~",~~.€~~~.~tor.~_~_o,.L~-_~~av~_~G•_±~-~~r►u~ _ - - -
~.....,.e _ , _.._w _ _.r_.~ - . _ _ .
__v_-----.._ __._h=~! _T.E i.__.f_~'~.►P't~r~--`I~. __~P_~Yk~. _ W_ t~._$.E I.ES SE~~rI~~'~_ - ~ ~ _ - rv- T - . _ 4
Q~~ .~.Gi.+~_.[.*~~'~~!.~!d~.~€" Cc~'~.__7~-f+Ard:-4 _ _ . _ - - • - •
w_. _8+h~ ►.r~}_ _4~.!~.~ 17 f~s11~! . _ L?I+?~~:.T~4( -T-0 __PO!ub
. _ . _ _
._.._~.__m__ _ ~ e . ~►.~tirt,c+~ . G. _ . _ - - - -
+X ~ . R+~s.... o F- c...oT- 9. Alql.'). rrr:
PRr+te..) •a-n Pa►A> _.r+ vy ±TH VT .awrE-)?-rL~-4 G
23 ]gjj
. - - • - - - . ~.~f~~erinrr
.Hi"--wEa-j,~srATE-s &c-mA-T Ma. 2- . . _ ~ 3- .z-9.3
.3aRAc"~GIZ7 P"V-J : po,JL~ akrn2-y C.A r.4--S
. ~ . _ , . . . -
. .4 ._...~a....,gas~►J • . . 5, ~;.r~.~w,~r,~; c.u~~ a~o~, ~'A. ,r~~S -re t-r~o I-.r. 3i~-~~v►~r.
~ 1
Guk:B aPetit-j 'a . ot-? ca-jp►.ly 4u s ~'a ►x-Al]E
. . _ , . . .
. , . , . ~ . . ~ 5 , 0 FT.. . . . t
- ~ ~ ~ y 0,I41 FT, -
~
. . . : . . Qc~= o.7 9 C-P-S
r~ r o, ~ Ga Fr.
, . . , . , , .
. _ . Ff G._ 4 ~C, . ~,-39 ~ C-~Ur~~..~N.~S...F~►~. ~r~urtW~,~ I'~l~Er-~r~~.rr; 1981 ~
- • . _ . ~OL
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❑
F"w
~
. F-f.a ►A..Y -rp SprS►"..! C).'7~
. ~ , . . ,
. , . . • ~~CEIJ/Eo
MAR 2 3 1993
• ~I
' Quick TR-55 Ver.5.45 S/N:1315450151
'Executed: 13.23.03 03-19-1993
MODTFIED RATIc7NAL METHaL3
Sur«mary for Single Storm Frequency
First peak autflow poiret assumed t❑ occur at inflow recession 1eg.
Hillview Estates Replat No. 2
Off-!~ite Starmwater Qrainage (Streets)
IBasin 6: f Clinton St, an-d 32nd Avenue
RETLIRN FREQ[7EAICY : lO yr ' C" P.djustmerlt = 1.000 Allowable Q= 0.30 cfs
Hydragraph file duratian= 10 . 00 ma.nutes
T•iydrograph fi1e . HILLV~W-6. HYD Tc = 2.27 minutes
VOLI7MES
Weighted Adjusted Duration Intens. Areas Qpeak Inflow Storage
►Cr *c' minutes in/hr acres cfs (cu.ft. ) (cu.ft. )
C1.900 0.900 2 3.180 0.15 0.44 59 18
Starage Maximum
0.900 0.900 10 2.240 0.15 0.31 { 184 73
0.900 fl. 9C30 15 1.770 0.15 0.24 6 Qpeak < Qallow
~ t•~ Y] ~o M c] 5`r P "V i 13 c 71 e~u ,F' , 5re PA[a E- w tiTH 74Pc- "Rf] ►ud w~
p►.~ r7 G No'4" n ES t A r.+f CD.0 b CCaRV 5 E wc- Do r.],'r K-1.16w 6,-+K,4t~T
wl~ FVis..'r ow L.a'r 10 o'x uT 11 Y.
~F~~cES f4~P-Ei A Po "b c cit4'~-TE0 A-`f" "IjuJ eoi-N E:R-- ~ i~+T~ ~ ❑
w tus- t-4tUE' t-segE TKh►.1 .1 u 5 T .5 Tkm7'r" p-u No -r Fl.4W 1 F.] C, ! NTO k-r-
F-. F_ 5Wt,.TS CNl..~ ~ f'~R~ = ~ Z FT ~ -
27,~ c'v. Fr gEQurP.e:D FaP- "2,oB"
.'MY~.1 . PpND SIZE ~°k-PN~oA.?-G' }C 2-o' X 6J DEe-P
RECEIVED
MAR 2 3 1993
Ceunty Cngineering
i
' Quick mR-55 Ver,5.45 S/N:1315460151
Executed: 13;23:Q3 03-19-1933
Hillview Estates Replat Na. 2
Off-site 5tormwater ❑rainage (5treets)
~Basin 6;1 Glinton St. and 32nd Avenue
* * * * * * SUN1MARY DF RATrDNAI, METH06] gEAK DISCHARGES * * * * * *
Q - adj * C * I * A
"6+Ihere: Q=cfs, C=Weighted Runaff Coefficient, I=in/hour, A=acres
adj ="C' adjustment factor for each return frequency
Cu0[G3 3y!~ F4iET R=Z.a
ASPHAt-rt': Ctlsx~io~ XGo) + ( 85 8~ = 5~,°Z-G W` Fo,"7,e8"
co•.C. wAe.K,.5 • G'-soC Y. zo5 &-F = +l2.90 ,Fr? RETURN FREQUENCX = 10 years
-MnaL = &(.f(. Pr'- `C' adjustraent, k = 1
= cs,a5 Ar.R-C Ad7• 'C' _ Wtd.'C` x 1
5ubarea Rtxnoff Area fic Wtd. Adj. I Tota], Peak Q
oescr. 'c' acres (min) "'c• •e• in/hr acres (cfs)
-------R------------------ -ti-------------
impervivus 4.900 0.15
2.27 0.900 0.900 3.180 0.35 0,44
['oG(~~) 0,4
'11. oZ.
As Svmz Fa..0-1 nEPTK
~ ~ ~ 3G~ ►3~~ ~ b.3e~
►
~
S _ ~01
Q_'n' 5~4~_s -ps
A o 3 P
. t~ o
Tr- v - ~(.G ^ l2C~s~. - 2,❑ ~~+.1,
TbTfrL e,2,"7 + 2.0
0-HEe.?L '
p = c rA = •9)(3 •t~~La•~~~ _
a.~~ a-si c-PS 4'1 IkSSuw! A°Ir'1a'4 QF ~ r o. I_31 IS
'
P. ~ ~~~3
CCO EligjAEEXIfig
Quick TR-55 Ver.5.45 S/N:1315460151
Executed: 17t03:24 03-19-1993
MODTFIED RATIONAL METHOa
5ummary far Single Storm Frequency
First peak outflow pvint assumed to occur at inflaw recession leg.
Hillview Estates Replat NQ. 2
an-Site Stormwater Drainage
l'8asin 51
RETUkN FREQUENCY : 10 yr ' C' A,d justment = 1.000 Allawable Q= 0.30 cfs
Hydrvgraph file duarativn= 0.00 minutes
Hydragraph f ile :HILLVW-5 . HYD Tc = 0.78 aninutes
VOL'CHES
Weighted Adjusted Duration Tntens. Areas Qpeak Inflow Storage
ie• ►CO, minutes in/hr acres cfs (cu.Et.) (cu.ft.)
-0l6~6-----~.f86 1 3.184 0.07 0,15 Qallow = or > Qtc
~4+JT ~ ~ I►.1
5.AG+E F_E-4 u iRzt. u.+ i"-m D, 3 C_,Ps 0uT1;tauJ
SrnAAtGE PPav1007 Pr~ Pa+~~ 5 e, G " vCPTR 0 cu • F-r.J
r~ ~ w~r~1 T'~ P~ " f~ ` r~ w'~ r s
RECFJVED
NJAR 2 3 1993
County Engiaeering
Quick TR-55 Ver.5.45 ~D/N.1315460151 ' Executed: 17.03:24 03-19-1993
Hillview Estates Replat No. Z
on-Site Stormwater arainage
(8asin 5)
* * * * * * S'iJAMARY C)F RATTONAL METHD❑ PEAI{ DISCNARGES * * * * * *
Q= adj * C* I* A
Whcre: Q=cfs, C-Weighted Runvff Coefficiente I=in/hour, A=acres
adj ='C' adjustment faGto:r fvr each return frequency
RETURN FREQLIENCY = 10 years
' C' 1dj 1kS tme31t, k =I
Ad]. 'C' = Wtd.'C' x 1
5ubarea Runo€f Area Tc Wtd. Adj. I Tatal Peak Q
Descr. •C' aGres (min) 'c• 'C' in/hr acres (cfs)
impervivus 0.900 0.05
pervious 0.150 0.02 •
__-_-r_-
0,78 0.686 0.686 3.180 0.07 0.15
j $~D16~ 0~ ~a
, [y v ~J ~ - t] . ?_l +Ai t-a .
. CHh~~N~L TG : A55v~t ~ Fe.Jo w 7~~PTH ~ o~~THer.1 ~ Ar - '1~ ~ + ~y a. _ 3 G a 144 P T~
. Z_
~ ~ Z) ZS0
o~t ~7 c.-P5 ~ v ` A
s612. - 0.5 '1 ~.t~►•a .
Terw%L t o, 5 `1 ~ a,~ J3 +F-s /
GH~+~ ~ c~sCer't ~ 0']) = Q, IS C-TS
l5 ~lq +'E s5t+ at AT1 t*--1 BF A=0, 09 , 1 S 0K,
I
~~~~VED
MAR 2 3 1993
Cnuntyr Eogneering
Quick TR-55 Ver.5.45 ' S/N.1315460I53
Executed; 10:11:36 03-16-1993
MQDIFIED RATIaNAL METHOD
Summary for 5ingle 5tarm Frequency
First peak outflow point assumed ta occur at inflow recessiQn leg.
Hillview Estates Rep1at No. 2
an-Site Starmwater Drainage
~ $asin 4 1
RETURN FREQUENCY : 10 yr ' C' Adjustment = 1.[]00 Al.].vwable Q= 0.30 cfs
Hydrograph file duratian= 28.041 minutes
Hydragraph file: HILLVW-4.HYD T+c = 2.62 minutes
...............................................................VOLUNIES......
Weighted Adjusted Durata.on Intens. Areas Qpeak Inflow 5torage
%C• ►Co. minutes infhr acres cfs (cu.ft. ) (cu.ft. )
0,548 0.548 3 3.180 1.49 2.59 408 351
0.548 0.548 10 2.240 1.49 1.83 1,097 983
0.548 0.548 15 1,77{] 1.49 1.44 1,300 1,141
0.548 0.548 20 1.450 1.49 1.18 1,420 1,216
StQrage Maxi.mum
❑.548 ❑,548 28 1.108 1.49 0.90 ~ 1,519 1,243
0.548 0.548 30 1.040 . 1.49 0.85 1r528 1,234
0.548 ❑.548 40 0.820 1.49 [].67 1,606 1,222
0.548 0.548 50 0.680 1.49 0.55 1,665 1.191
0.548 0.548 60 0.610 1.49 0.50 1,792 1,228
_S_'7a-RA-G'E R.E-4 01 P.~z-'fi] w eTH ~fJ' 3C_~p 5 DVTF" w~ If ~ Ga FT./
5'TVP-A G~ f:1 P-0 V lD e:b !N-3 RQNi7 ~ ~ 6 " 'DE-PTf-t = d~ 9 35 FT ~
, , Po ~ ❑ 4- w t TH TY PC-
REMvW
MAR 2 1y~~
~~um Etneerilg
•Quick TR-55 Ver.5.45 S/N:1315460151
EXecuted: 10.11:36 03-16-1993
Hiilview Estates Replat No. 2
on-Site Stormwater Drainage
lBasin 41
* * ~ * * * SUMMARY (]F" RATIONP,L METH[3D PEAK pISCHARGES * * * * * *
• Q = aClj * C * I * A
Where: Q=cfs, C=Weighted Runvff Caefficient, I=infhour, A=acres
adj ='C' adjustment factor for each return frequency
RETURN FREQUENCY = 10 years
' C' adjustment, k = 1
Adj. ' C' _ Wtd. ' C' X 1
Subarea ' Runoff Area Tc Wtd. Adj. I Total Peak Q
Descr. 'C' acres (min) ■Cr rCi. in/hr acres (cfs)
imperviaus 0.900 0.79
pervious 0.150 0.70
- -
2.62 0.548 0.548 3.180 1.49 2.59
. OrEgLAr,+I> 45
O''etC? Mfh3 .
TL :
,
a• 2} 5•
~
"~H~N` A _ = 3L ~xs ~ = I, P3 Fr~
~ ~ 3~ ~ ~ z5o
, . T = ~ 5 ~ e.. - 2. z 2- m►",
T13Tl'1 [r Tc_ x O,A0+~. b 2- mF rj. E- CcP45&C%fAnuC, &.t-
e_hlCz_r_ :
Q~_ c. r A =6 557~~3.~a~~~.~g} 2, 6 0.4P5
2-.(- 3.a ASSVmPno&J rs cc.-asC EWaUbti
~kc7~M1..- DEPT1'l + 5 h Boirir cr~ ~-!t ~ a,r S TG ht3 a F a,~~ Ir55'v►, e~]~
~~~EnJED
MAR 23 1993
'~~Uil~l ~~gCCli~
•Quick TR-55 Ver.5.45 S/N:1315460I51
EXecuted: 10:07:46 03-16-1993
MODIFIED RATIONAL METHOD
su7nmary for Single Storm Frequency
First peak outflow point assumed ta ❑ccur at infTaw recession leg.
Hillview Estates Replat No. 2
On-Site 5tormwater arainage
(Basin 31
RETURN FREQUENCY: 10 yr `G` Adjustment = 1.000 Allowable Q= 0.30 cfs
Hydrvgraph file duration= 17.00 minutes
Hydrogragh file: HILLVW-3.HYD Tc = 6.41 minutes
...............................................................VQLUMESe
Weighted Adjusted Duratian Intens. Areas gpeak Tnflnw Storage
•C► ►C' minutes in/hr acres cfs (cu.ft.) (cu.ft.)
0.532 0.532 6 2.794 0.55 0.82 314 199
0.532 0.532 10 2,240 0,55 0.66 393 245
0.532 0.532 15 1.770 0,55 0.52 466 273
Storage Maximum
0.532 0.532 17 1.635 0.55 0.48 ~ 488 277
0.532 0.532 20 1.450 0.55 0.42 509 271
0.532 0.532 30 1.040 4.55 0.30 548 220
0.532 0.532 40 0.820 0.55 0.24 Qpeak < Qallaw
SMfAG ~ giff-P i1 I R£r> u.► r 1'7-{ 10.3 C-Ps O u T"r_ustti.a ~ 2r?`7 e-u•F-r, /
s-r~~Ge- PXov►oc[~ itiJ Por.lD g a B" De" =?58 Cu . F"~ f
,pm "t> S w t-rl-t `r'-f Pe. A ry ❑ p-,r ►vai.j- a s [7 ,fC`
REiCEIlIED
MAR ~ ~ ~bW
Caunty En~neErlng
' QuiGk TR-55 Ver.5.45 S/N:I315460151
EXecuted: 10:07.46 03-16-1993
Hilluiew Estates Replat No. 2
On-5ite StDrmwater Drainage
# Basin 31
* * * * * * SUNAMARY OF RATIONAL ME`I`HflL7 PEAK DISCHARGES
Q= adj * C* I* A
Where: Q=cfs, C-Weighted hunoFf Caefficient, I=in/hour. A=acres
adj _'C' adjustment factor fvr each return frequency
RETURtd FREQUENCY = 1(] years
`e' adjLlStlsterit, k = 1
Adj. 'C' = Wtd.'C' X I
x~---------_w~-----------
5ubarea Runvff Area Tc Wtd. Adj. I Tptal Feak Q
Descr. 'Cr acres (mi.n) rC:r •C• in/hr acres (cfs)
imperviaus 0.900 0.28
pervious 0.150 [].27
6 ',Ir
----------w---- 41 --0.53~ , ~.53~ - 2~7"~4 -_--0.55 - ----D-~~
rza (a,4)
. au~~~n rG = I~
~ ~nti.l . '
RECEIVED
NiAR 2 3 1993
C~~nty Eigineering
¢uick TR-55 Vez.5.95 S/N:1315460151
Exeeuted: 10:03:32 03-15-1993
MODIFTED RATIaNAL METHOD
Summary for Single Starm Frequency
First peak autflow paint assumed to occur at inflow recessivn leg.
Hillview Estates Replat Na. 2
On-5ite Stormwater Drainage
lSasin 21
RETLTRN FREQLIENCY: 10 yr `C' Adjustment = 1.000 ATlowable Q= 0.36 cfs
Hydrograph file duration= 17.00 minutes
Hydrograph f i le : HILLVW-2. HYA °Fc = 8.44 minutes
VC3LU'MES
Weighted Adjusted Duration Intens. Areas Qpeak Inflaw 5torage
►C' 'e' rninutes in/hr acres cfs (cu.ft.) (cu.ft.)
0.441 0.441 8 2.438 0.62 0.67 340 188
0.441 0.441 10 2.240 0.62 0.62 370 204
0.441 0.441 15 1.770 0.62 0.49 438 227
Storage Maximurn
0.441 0.441, 17 2.535 0.62 0.45 ~ 459 230
0.441 0.441 20 1.450 0.62 4.40 479 223
0.441 - 0.441 30 1.040. 0.62 0,29 Qpeak < Qallaw
5-bRPrG IE- R.e'4►jk~.`i] u,l ~0, 3 a C. -P5 o r.rTF" w= Z3 d c~+ FT. I
5m R.k-G e FMV t n Eb ir.J k~s~ i] ya 6~ D~►'TP-t = G 34- •~'T°, ~
paT,.+ D y w rm T't P~ " A'' pP-"[ wE2[,.- "c o iL
RECElVED
MAR 2 3 1993
Caunty Engineering
•Quick TR-55 Ver.5.45 S/N:1315460151
Executed: 10:03:32 03-I6-1993
HiITView Estates Replat No. Z
❑n-5ite Stormwater Drainage
lBasin 21
* * * * * * SLFMMAkY aF RATIONAL ME'I'HOD PEAI{ DZSCHARGES * * * * * *
Q= adj * C* I* A
Where: Qrcfs, C=Weighted Runaff 'Caefficient, I=in/haur, A~acres
adj C' adjustment factrar for each return frequency
RETURN FREQIIEKCY = 10 years
' C' ad j uStTAent ,'k = 1
Ad]. 'C' = Wtd.'C:' X 1
Subarea fZur7off P,rea Tc Wtd. Adj. I Total Feak Q
Descr. tC' acres (min) •C• rC' in/hr acres (cfs)
impervious 0.900 0.24
pervivus ❑.15C] 0.38
0.441 0.441 2.438 0.62 0.67
rbo[orr~ az~/
/
' ~W~~ T~ ~ !5 ~ ,ea6
- ~.44 ~~N . •
RECEjVEd)
'WA R 2 31993
: coufity Errgineerigg
_ .
" Quick TR-55 Ver.5.45 S/N:13I5950151
txeCuted: 09:58:23 03-15-1993
MODIF3ED RP;TTQNP,L ME'I'HQD
Summary for Single 5torm Frequency
First peak aut€low paint assumed to accur at inflaw recession leg.
Hillview Estates Repl,at No. 2
an-Site 5tormwater I?rainage
fBasin 1j
RETURN FREQL7ENCY: 10 yr 'C' Adjustment = 1.400 Allowable Q= 0.30 c£s
Hycirng_raph file durati.an= 16.00 minutes
Hydrograph f i 1e:HILLVW-1. HYD Tc = 2.50 minutes
. . . VOLUMES.. . .
Weighted Adjustes3 Duration Intens. Areas Qpeak Infl.aw 5torage
• C, d C• minutes in/hr acres cf s ( cu . ft { cu.ft
0.565 0.655 3 3.180 0.38 0.79 119 74
0.665 0.665 10 2.240 0.38 0.56 335 223
0.665 0.665 15 1.770 0.38 0.44 398 241
Storage Maximum
[}.665 0.665 16 1.700 0.38 0.42 ~ 408 241
0.665 0.665 20 1.450 0.38 0.35 435 232
0.665 0.565 30 1.040 . 4.38 0.26 Qpeak < Qallaw
STtsAAG Er-E-4u i FtE~ 1-i ~ a, 3 C-~S 4 uTiFi..ta uJ = 2-4-I r.-- • FT. ~
5rowAc, C P "utaCD i ►-s JPt►.,D 1 c a" DePT)A a 1 °`d au FT-. ~
Po r..ti n i wirH 74Pe " A ' bP-4wE1+... Is Q ~
~~~~VED
MAR 2 31993
a County Elgineefiqg
' QuiCk TR-55 Ver,5.45 SfN:1315460151
'~xecuted: 09:58:23 03-16-1993
Hillview Estates Replat Na. 2
On-Site Starmwater Drainage
lBasin 1) ,
* ~ * * * * SLTMMARY ❑F RATIDNAL METHQa PEAK DISCHARGES ~ * * * * *
Q = adj * C * I * A
Where: Q=cfs, C=Weigkated Runoff Coefficient, I=in/hour, A=acres
adj ='C' adjustznerat factor for each return frequency
RETllRN FREQT3ENCY = 10 years
' C` adjustment s 1c = 1
- Adj. 'C'-= i+Vtd.'G' x 1
Subarea Runvff Area Tc Wtd. Adj. I Total Peak Q
Descr. "C' acres {min} 'C' ' 'C' in/hr acres (Gfs)
impervivus 0.900 0.26
pervious 0.150 0.12
~.~.P---------~ -
2.50 0.565 {].665 3.180 0.38 0.73
e~+~~r Q ~ ~ R Tc... ,
0 1
4 5 3u,~a ~ F,w DMn-t
z
q, ~ 112- o , 4 4. F-rz-
~ T 3c
S r ai
~ FaG. 1810~ V= A
T'T - ~ Z. I Ca ri ~ ►v .
1. "74
T'o'rnL- "C t' = 0.4a •F 2-,10 ~ S ❑ M +tj .
Te- = A~►~rZ a p.l r-fi}tu 3 FXo+►t F-i 4. Z!
~~CEWED
Q,o = c.rA - ~ 6(~3c a.rt
0,79 efs A; 0.8 cfsr As3aMPrn6" oF b_ 0. H6` 15 e~ MAR 2 3 1993
CouO EOnC@dog
~ Gu'~~Lrr..~~'s F~~ s•rak~+wr,r~ rtG +++~r."
PC]NU 3: ~ .f
Pvnd Flcor Area, A= I(4 + 32)12 x 401 + t6 x 28j = 720 + 15$ = 888 sy. Ft. ~
Pond Fioar Perimeter, F' = 18.4 1..F
Volume st b' ttepth =0.5 A+ 0.5 P
- 0.5 (888) + 0.5 (184) Q 0
444 + 32
_ 536 cu. fr_ PQ..ap 3
F"a R -Z*
z~ `n
Volume st 8" depth = 0.67 A+ 0.84 P
= 0.67 (888) + 0.89 (184)
= 595 + 163 ~ co
N
= 75$ cu. ft.
~
PORfC} 4:
Fond Floor Area, A= 114 -ir (152) + (64 a LT) +(15 x 70) = 17E+ 1,088 + 1,0541 = 2,314 sy. ti.
Ptand FIsxar Ferimeier, P= 321 LF
Volume art 5" depth = 0.5 A + 0.5 P
= 0.5 (2,314) + 0.5(321) ~°~s I (''r =
= 1,157 i- 160 I+C 64
- 1.317 cu. ft.
Volume at 8° depth _ 0.67 A + 0. 83 P ~
= 0.67 (2,314) + 0.89 (321)
= 1,550 + 285
o m
= 1 _ 835 cu_ ft. C, ~
PC3ND 5: ~
This is a lang, skiuny "swale" with 3: t side slopes, Go fit the naffmw Space hetwren fhe curbi►ne and the
PropertY line on the north sicie of 31st Courc imnnecliately c;ast of Clintun Sbrmt.
Volume oE swale:
Frar each luaeeal foat oE 1-ftiot-wide swale fl❑crc rvith 3.1 side slvpes, the +rUluiue caniained ai 6" ckopth as:
(0.5 depth x 1 ft-) + 2~des x(112 x 0. 5 x 1.5) = 0.5 + 0.75 =1 .25 fiubic Feet uf voiume per Isratw1 fooc
The swale floor is 72 feek Iong x l.a'-wide
72 Y.F x 1.25 cu. ft. per 1.F -90 cuhic feet
~ 7 Z
d5 I ~o f5 ~
` f a,a D 5 FuO i?-`~,
M1
REGEIVED
MAR 2 ~ 1993
CWtll EWJnaBrfng
'
y "2(]8" POND VOLUIiE CA.C[]1,ATTQNS
IId GENERAL, for aay r,ii°ai,nagc pond with 4:1 sid.e slopes un uU sicits, the pond wolume cua te
cakulutW with twca componrnts: thr ►rnirune direscdy aho►+e the #loor ama p4us the volume bbove the sicin
skTes. Volume i5 culculaiW at 6" depth faar °208° trratmeat rand at 8" depth for swrage, as folluws:
At 6"' c3egih:
F+oed Volume _(0.5 ft. depth xpxid flacar area) +(112 x 0.5 x 2.0 xpond 11cwr perimeter)
=0.5A+G.SP
At 8" depth: _
Pcanti Valuim _[0.67 it, depth x goni Mor am] +(1l2 x 0.67 x2.67 xpond tloor peruneter)
=4.67A + 0.89P
2.67 feet
2. o f~~
-
~i' 8" = 0.67 Fz.
,6" - 0.5 it.
Psand Fkor
PCIND 1:
Pond Fl)or Area, A= lS' x Sf}` = 750 sq. f't.
Pond Fkwr Pennaeter, P = 130 L~ ~ 5,0
Volume at 6" ckepth = 0.5 A i- 0.5 P Pat4r~ J- Fe..asP-
= 0.5 (750) 0.5 (130) 5° ~
= 375 + 65
_ 440 cu. ft. rp .
Yolume ac 80 depth = 0.67 A + 0.89 F
= 0.67 (750) + 0.89 (130)
= 502 + 115
= 517 cu. f~,,"
?QND 2:
Pvnci Fkwr A,xex, A=(3G + 22)12 x 27 29 x 27 = 783 sq. it,
Pc►nci Fiuor Perimot.er, P= l2A LF
- 2PL I:
Volume at 6" deprh = 0.5 A+ 0.5 P Pora~j
- 0.5 ~[783) + 0.5 (124) = 391 -t 62
= 453 cn. it.
FL4op,
Volume s! S' depth = 0.67 A+ 0.89 P az
= 4.67 (783) + 0.$9 (l`24) RECEive)
- 524 110
~
ft- ; MAR 2, 3 1993
CQUM LgiAeering
'
w
sTORMwATER ❑RAINAGE PLAN
foe
Hil1►iew Estates Replat NU. 2
Fraposed 1I-La,it Plat xc 53+~~~
31st Court & Chntam Screet
SE 1!4 of Section 27, T_25 A1., R. 44 E.W.M.
Mart:h 16,1993
S[JMMARY TASLE: C]lY-SI'I'E DRALNAGE BELSTNS
[3asins: ~ BASIN I ~ BASIN 2 f BASIN 3 ~ BASIN 41 ~ BASIIY 5~ Units
Uits Inc3ude.d ~ ] ~ 2& 3 4&5_ ~ 6,7,8,9 ~ Ncme
Totul Ares ~ 16,43[] l ~ 27,200 ' 23,830f ~ 63,995 r~ 3,01[] ' S9• Ft-
Pe,~~~us Area f s, a~0./ ~ 16,650 11,63o ~ ~ 30,293 r F 850 • P siq- Ft_
lmperveou.s Arca C 1 S, 3! 0/ ~ 1 Q,55(3 12,200 34,45$ -1 f 2,160' Sq. Fz.
1. Aspkuaz Roai ~ 6,a00/ ~ a ~ o' ~ 10,7524- f 2,160- sq. Fz.
2. Pd~~ Parking 2,090 J 6,150f 7, 900• ~ i i , L 50..l ~ o ~ Sq. Fz.
3, a-Riex Roors ~ 2,200/ ~ 4,400"' ~ 4,400' ~ s,soo ~ a ~Sq. izt.
4. cone. w-afl(b ~ 820 / ~ a ~ a-' 3,000-/ I Q Isq- Ft.
'2o8n Area I 10,490° { 10,550 12.200/ 30,702f ~ 2,1601 ~ sq. Fz.
"20$" Vr]ll1[Ile ~ 437 a ~ 440 5D9 ` 1,280' ~ 94` f CU. Ft.
~loorAnaa ~ as~~ ~ ~83-/ ~ 888j 2,314- I 72" I Sq- F:.
Fond F1nor Farim ~ 130 - ~ 124--l ~ 184 321-/ ~ n'a ~ Lin. Ft.
Pond val. Q 6° ~ 440- ~ 453/ p 536> ~ 1,3i7/ 90, Cu. r-1.
NOTEs:
"lmpervious Area" mc:lutitz- afi fcaur impervious iirea ty,gu~ listed. This figure is used mtlse Retiondl
Methcxi ca.lcuUtions unc9er "5ubarex Descinpuun: Irnpervious" (conve:ruxi to acees).
"208 Area° includes impervivus aceits number 1, 2 ansi 3 only.
"Asphalt Roasi° area for Basin 4 ercciudes 6' width of ezisting asphalt on cast side oS Clinton centerllcse,
which is -uiclustod vuder "lmpecvious Area" fur Basm 4(6` x 1,25 LF = 756 Sq. Ft_). Thus, thxs 6' Anp
af exisGng asphalt is inclualaci an hydmlogy calculatioti, hut excluciett fram '208" rr.quiremtiut.
Bwkhngs ure asa-umed to hu►+e asphalt composition ruofs.
Aft Pands have 4:1 side slopes, except swals at Bassn 5, which has 3:1 side sIopes, avGrAgc.
~~~~VED
l..ats 14 aud 11, with fnmtage aluag 32n;i Avenue, am con.mrrc:fu! lOta (Regional Busu«~s `Lonk! $-3).
"208' draimge unalysis a.nd fac:dities 1[i be clesigned at time of b4ilciirig rwraut applrcatiun(s). MAR 2 3 1993
CnuMy EonBedng
- , TYPlGQL SECT1ON . - ;
. (rVo sc.aRE)
' DETAIL. ~ "►4"
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depih, Aspholt Cor3tent 53/4 fo 6 ila [Wg[3C7T SPerd ontt S3ttewoff•, Spo3sone Csuniy v
+ $tontl4r4 • -
Gruared Surfacing. Top Course 6- Comppcje+7
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,~~t~•_.~...r~ • ,,.~"i;-..i~.!''RJ'J a{ ^~'`j' !~r'~j~~ri~~; -
(Signut~s:n) 1 ~ ~ •.^l~ '~C.~t~~.s: ~J'?.'.: ! . ~ .
PART Ilt - To Be Compfetvd IIyHEALTH DEPARTdAEN7
1NSTRUC7tON5 TO PUBLIC NkALTN AUTHORITY: 'I'his Aurtion of the report is tu be filled caut b,y the 1'ubiic }Ic•.::C:i AuthOriCY
designated in Pstrt II, Instructions to Sponsor. 4Yhcn curnnteted, I,he Y.eport, in duplicate, togettier with tlle accompauyin-
topovrayh'tc map shall be returned to the Fedaral Agency whicL issuecl it.
Vle hace exemined the results of the Percalntion Tests and other inforrnption developed in connection viith this sub-
division,',Tt is ous opinion that the ttnct:
• ❑ 7a sultable for the use of septic tank systems witv subsurPace absorption fields.
J
, ~ • .
[y1 Is not suitabie for the use of septic tank systems Kith subsurface absorption fie'lds.
S
. / M. . . ,
❑ Is suitable foc thQ use of septic tank systems if tLe foliowing atternate method of effluent disAosal is installed. , " , ' , • • . . . '
~ • . .
~ a
( " . _ ' _ ' ' ' ' ' .
FHA FORM 2084c DEPARTMENT OF HOUSING ANO URBAPI DEVELOPMENT Form Approved ~
VA FaRM 26-1888 FEDERAL HOUSING ADMInISTRATION BudS7ut Burocu No. 63•RS48.6
Rov. 1/60
' SUSDIVISlGP1 SEVIAGE D15POSaL R°POR7 '
PAR1 I- To l3o Complotcd By Fedaral Housing Administrotion - Vutorcns Administrction
Field Otfice - Fadnrul Houcing Adminlatrat/on - Vetoraae Admialctratlon (Namo naC Addrous) Subdiviuion Fsln No.
Numc nnd Addreu o! Sponsor ~
• P;nme and Loca[1A o! Subdlvlelon
N0. o! Acre• Proponod typlcul btnY. No. Bedrooms Wator Supply Sourco: Dutn
lot aron (Sq. !t.) por lot Camnunity Lndivldual
F-I Publla Syatem Qsyctem Q R'elle
PAQ'f !I - For Use of Sponsor
INSTRUCTIONS TO SPONSOR: This form is used where Sewzge Disposal is to be by means of Septic Tanks wich subsuriace
absorption Pields. Fecieral Housing Administration or Vecerans Administration will Purnish the form when annlicable, des-
ignating the Public Heaith Authority. percolation tests and soil borings shall be made and tabulated in Tables I and II,
' Part II below, by n licensed Eagineer ot ctualified Sanitarian. Tkus report in duplicate, accompanied by the requireri cop-
ographic map, shall then be submitted for review and analysis to the following Health Department: (Name and Address)
, INSTRUCTIONS TO ENGINEER OR SANITARIAN:
1. f+n adequate number of tests shall-be made (one per acre, or 3• Soil borings ::hnll be made (one every 5:.cres, or iE sutsoil
if soil conditions indicate, a greater number will be required) conditions indicate n gre:,ter numbnr will be :equircd) to show
to show clearly the absorptive ability of the soil throughout the cle::rly the type o[ soil exis[uig baneuch the atsorption aar::b.
tract. (Use Table I) Borings should eYtend to a point st luast 6 feet below the finish
. 2. Each test holc shall be loca[ed by a key number on a topo- grade of proposed absorption trenches. (Use Table In
' graphic map oi the tract. ,
PROCEDURE TO FOLLOW IN MAKING REQUIRED PERCOLATION TESTS:
2. Dig or bore the holes with horizontal dimcnsions oi from4 to NoYe; Tnc engineer should detersnine if the wat::: in the test
12 inches und veRical sides to the depth of the battom of the olc ic due to a high ground w:,cer condicion or thC perme:.biiity
proposed absorption device. Holes can be bored with 4 inch di• of the soil. 12eport ground water conditions on reverse o! Form
ameter post-hole typv auger. and soil types in Tablc 2
2. Roughen or scratch the bottom nnd sides of the holes to pro- g. If no water remains in the hole after ovemight saturation, add
vide a natural surface. Remove all loose materials from the clear water to a dcpth of about six inches over the grnvel. From a
hole. Place about 2 inches of coarse sand or Eine gravel in the fixed reference point, measure the height of the water surince at
hole to prevc:nt bottom scouring. approximately 30-minute intervals ovcr a 4 hour period, rciilling the
3. Fill thehole with clear waterto a minimum depth of 12inches hole to u depth of 6 inches when the percolation rate indicatc•s the
over the gravel. By refilling, if necessary, or by supplying a hole will run dry before the next reading is madc. The drop wh:ch
sucplus reservoir of water (automntic siphon), keep water inhole occurs during the [inal 30-minute pc-riod is used to c:,lculste the
for at least four hours, and preferably ovcrnight. In sandy soils percolation rate. Note: If a hole musi be refilled to obiain a final
ie GW, GP, SSY, or SP classifiod according to the "Unified Soils 30-minute rouding, detennine from the previous reading the water
Ciassificntion Syscem", the above saturotion procedure is not ' levei drop during thnt interval. Add water until the lev.:l abov:: the
necessary and the test can be made atter the water from one fill- bottom equals this figure plus one half inch. Continue, mea=re
ing_has_seeped awuy. _droo_durinR the finot 30_miaute penod.
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' n CLAILf'cI+ECE E. 51MPSGH ~ ilICNARD L. SIMPSGNf CFIARLE; E. SlA;PSON
L-it~aren.ce C►. Jimp6on &gin.eer'3
CiviL ENGfNEERs AND LaurD SUuvEroRs
Regirsered dn Warlvingao„ ur,d Idebo
reLEPHar+E +nra 6-1322
QFFiCE H. 904 ARCDNFfE kO., 5P4KANE, WASH. 94206
a•~ • :h
.
a P
Mr. 'Pl1ll$8m Dobr8tz
A
Assa.stant County ~ngifleer
.SFok$1T8 Ct)1].Ilty Cot,lrthDLiS€3 _
SpQkane, 4'daShixlgton
3 1
~ Re: Hillviezrv Estates
~ De ar Sir :
, Vle are hereby transmitting for your considerat3ota one capy
of design calculations fcax the drain f iel,d at Hillview
~ Estates Subdxvision. i~.lsca included is a sketch showing
the approximate lacation of the dra.in field located in
Block 21 of HillFiew Estates Subdivision.
~ fihe otivners hava stripped a partion of the topsQil frcam the
area ta batter enable the drain fi$ld to be lacQted in the
valley gravel. The area over the c7raxn field will be
paved and used as a pa.rking lot.
Yours truly,
{
, Richard L. 5impsom, P.E.
Consulting Engineer
- 'RLSeis
y Encloswre
~
. _
W IFSTATf' F-F- f' 1.AT -#12 Ja?2 e L.19 '~71 ,,K~ WV, WP,
i
d
~p 1- tF 75" 1
~ytcrtl7~+.T[p~J P~E~~c•f~~ (p~`)
500 TOo (aao Sao 400 1.00 200 100
Z'k ~ l E 771 : h I~ t I-7-1 I; I-77I f~ I I-.1n0
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AT ~ 7{ ~A 1~1~s IGS~FJ
t]Ud~~~~r & a55oCIateS
gevlect+rucal & marerial engine$rs
I
_
3820 E. Broedway Spokane. Washlnpton 99202
' budinger & associates
geotechnical & materiai engineers
Mike Bascetta June 24, 1993
E. 3117 Bascetta Lane
Spokane, WA 99206 Project Number L93131
PROJECT: Hillview Estates Replat U2
31st & Court
Spokane, WA
SUBJECT: "R" Value
Laboratory Testing
Gentlemen:
In accordance with your request, we have tested a sample which was
submitted by you to us on June 15, 1993. The sample submitted appeared to
be a sandy silt with a trace of gravel.
"R" Value determination was performed in accordance with Washington State
Department Transportation Test Method 611. The test was performed by
measuring the resistant value and exudation pressure of a soil sample when
compacted into a 4" mold at different densities. The test is a measure of
• the Subgrade's potential support characteristics under the kneading effects
of traffic. Results indicate the "R" Value of 46. Test results are
presented graphically on the attached "R" Value form.
It has been a pleasure to be of service to you on this Project. Should you
have any questions regarding our Report, please do not hesitate to contact
us for clarification.
Respectfully Submitted:
BUDINGF-R ASSOCIATES
ef f rey A. Revard
Mgr., Laboratory Services
JR/rb
F.C. Budinger PE
(509) 535-8841 Stepnen D. eurcnett EIT
FAX (509) 535•9589 John E. Finnegan EIT
,
Quick TR-55 Ver.5.45 s/N.1315460151
Executed: 16:59:33 66-16-1993
MODIFTED RAmIONAL P'IETHd❑
Sumznary far 5ingle Stprm Frequency
First peak vutflaw point assumed tQ occur at inflvw recession leg.
Hillview Estates Rep,lat Na. 2
On-Site Strarmwater Drainaqe
~
RETURN FREQUENCY: 10 yr 'C' Adjustment = 1.000 Allvwable Q= 1.00 cfs
Hydrograph file durativn= 17.40 minutes
Hydrograph f i le : TiILLVW-4. HYp Tc = 11.18 minutes
VDLiIMES
Weighted Adjusted ourata.4n Intens. Areas Qpeak Inflow Storage
• C• • C• minutes in/hr acres cf s ( cu . ft (Cu. f t.)
0.343 0.343 11 2.115 3.07 2.23 1i494 823
0.343 0.343 15 1.770 3.07 1.86 1,576 891
ik~~ksr*~CaFak~~ic#aYir~r**~r~~Yir~k~3r****ak***~*ir~l~k***k~*~k°k*~c*~~'k***~r***'~~~ St[3r'agE M°rlxlmuIFl
0.343 0.343 17 1.635 3.07 1.72 1,755
0.343 0.343 20 1.450 3.07 1.53 1,831 896
0.343 0.343 30 1.040 3.07 1.09 1,970 734
0.343 ❑.343 40 0.820 3.07' ❑.86 Qpeak < Qallow
C~Tb W.C, E` i~jffo v t P-e-,'a V.t M-[ i - O C_-P5 o u rF'r~ 'i = 90~ W. Frt
5'~a Rtr-G c P tzz u ED E~b t N Po ra 31_,~ A-- 0 B`DE-VT)i _ 35 0-o•FT,
Ao r.r~.7 4- w 3Tr1 T4 I' 6- 'a~" D F~~r w~,'~t..a f 5 ~►L
~
1
~
Quick TR-55 Ver.5.45 s/K:1315460151
Executed: 16:59.33 06-16-1993
Hiliview Estates Replat Na. 2
On-Site Starmwater Drainaqe
: ~ " t ~ [~'i~►~Fr'].~s.~e'."d~~~~~~9Ir3j~~
. ur'D 5 La S I h+^~ i 1 ~ N❑ • o~ .
* * ~ ~ * * SUMMARY OF RATI(7HA.L METHDD P£AK DISCH,AkGES * * * * * ~
Q = adj * C * I * A
Where: Q=cfs, C-Weighted Runaff CoeffiGient, I=in/hour, A=acrEs
adj = 'C' adjustment factor for each return frequency
RETURN FREQllENCY ~ 10 years
"C' aC1ju5tTUiEritr k = 1
Adj.' C' = Wtd. `C` X 1
SYAbaY~a Rill'loff Ax'ea TC Wtd. Ad]. T 'T'Dtal Feak Q
Descr. JC' acres (min) •C• •c' zn,Ihr acres (cfs)
impervious 0.900 0.79
pervious 0,150 2.28
11.18 0.343 0.343 2.116 3.07 2.23
~ 440 eo,1) o.L.
P J. 18 F~ R, F"ti.., Fg-a w.
STORMWATER DRAINAGL F"LAN
0r wns
Hiflview l~statey RcpW No. Z ► • , ~ !
z
Proprsecl 11-I.ot Al-it ac
31st CA)uri & Clwten 5tr&-t ~ 9967 ~
SE 114 of 5ex:tiop 27, T.25 iV,, R. 44 E.W.M. A
- - - NA1.
Muer:h lf, 1993 ~ ~ ~ j s ~
Revisrti: June 16, 1993
SUMMARY TABLE: ON-SITE DRA.INAGE gASINS
aasins: ~BAsUr ~ BASIN x BASIN 3 ~ BASIN 4 ~ BASIN s~ uru~fi '
Lots rucluaed ~ E ~ 2 & s ~ 4& s i N~ne
Tottsl Areu ~ 16,43{] ~ 27,200 ~ 23.$30 ~2, l~• 3,010 ~ Sy. Ft.
1'ervic►us Arrat ~ 5,124 ~ 16,650 ~ 11,630 ~ 5~'3 $5fl ~ 5q. FT.
~~~ious Area 11,310 r 10.550 I 12,200 j 34,458 4 2,160 ~ sq. r•t_
1. AsptWcRoM [ s,wo ~ 0 a a ~ 10,752 ~ 2,160 ~Sq. Ft.
2. Favbd Parkin~ 2,090 ~ 6,150 ~ 7ag00 I 11/15O ~ 0 Sq. ft.
3. 4plex K«ats ~ 2,200 ~ 4,400 ~ 4,400 ~ 8,800 j 0 ~ Sq. Ft.
4. canc. walks ; 820 ~ o~ 0 I 3,000 1 0 Sq. Ft.
"208' Arm ~ 10,490 ~ iaysso ~ 12.200 I30,702 ~ z, 1so ~ sq . Fr.
•208" Votunw 437 1 440 { 509 4 1.2F.0 90 { cu. Ft.
, ~loor Area I 754 ~ 783 1 888 ~ 2,314 72 { Sq. r-t.
Pond Fi~~ Perim ~ ,ao ~ 124 ~ 184 321 F n/a ~ i..in. Ft.
Pon,a vol. a 6N ~ aao f 453 f 536 ~ 1,317 f 90 ~ cu. Ft.
Nfl'i`E5:
"Inpmious Arua" mcludes x11 Sour uupervious arou typrb listcxi. ''f'his tiguru i5 useci in the Ratio;usl
Method calcu4uCiens runder "Subare► Debcnptivn: lmpervi+sus" (4aonYertod t.t) ii.C[ea)-
"2Q8 Areu" ine:luc4es impervious arraus nurn6er 1, 2 unc! 3 only.
Abphult ltaacl" area for Busm 4exclur,ios 6' width of existing asph:clt ca Cast szde ut Ciuiton ceutcrline,
whic:h is jnc:ludtxl uucitr "lmpervious Atr.a" tur Sasin 4(6' x 125 LF = 756 Sq. Ft.). Thus, IbJa 6' strip
of exsstng aspbAlt is inctucled ua hydralogy c.alculauan, but excluclod trum "208" requixeanenG
Suildings are assvmect W huve aspha.lt s:am}wsition roUfs.
AU Ponds Fuave 4.1 sido 1,10pc,~, except swal:s at Basin 5, whic:h has 3:1 sicle sIoFes, average.
Lots 10 artd 11, with frau[ubr, slang 32xi Aweni►e, sue cor,uua-etc:iaI tots (Region.xl Suausess Zone 13-3).
"208" clrumuge unulysis autsi fucilitics to be, desigctr.d ut timo ok buildin raut a zli<:atir~n(b).
F3r~.in 1 8, L~ a' nci •~:Iv ais 0 i~s " c~ ic~~ Ar.~;u"
6& impson Engineers, Ir~~~ ~ ~ IVED ~l
CIVIL ENGINEERS AND LAND SURVEYORS ' JUL -1 1993
'
N. 909 ►Argonne Aaed ■ Spakane, WA 99212
{509} 92fi-1322 • Fax: 926-1323 ~~~nE autljv. L;;;;INEEP '
~ . ~
TO: ~?o+•.l ~,~+c'.~F_ , P, E.
S-PDKkrsE Covi..f-r-A EmC~~wEE*-S
S~UBJECT: ~{iu~rFw Esr*~ ~r.Ar l~o. 2- : .~~-s r~a,~
f]ATE: ~uL-H i,
A-rr6c.t-tE-b n-P-E-'"E- Fb..i.b w r rJG.A5 PEP. '~eovP-- com.►er•rrs n r~mb 6 I i4-07>:
F-MASEfl srP-OF-T- Airp -D mswA-c f--.- p+-^t.15 . ,
S E1> C~" ~tiO.t,lt.P" C-10%i5 Fv fL- 19 A5 I?--1 C#- . K1 a sr.i Ik.! C.L. U D+ o ~ I 1 .
6
Pu w> 4- B 1.1 69.F-~V3 TM 7-4 P97
~ ■ 5~ 4+-S t~-~ Ahai's "P-" VAL..u E'7'E~ R-~Sve_'1 .S
• AuGus-r I'9ID Pee-0-. 0F1TrP1 Fop- DRAer<.IFcELb Qo%e- 1..1E- daRkJeP-CS,F "4s PtAT. ,
. rr.3D«.ri rX.rAL- 1,11-r gL-Awas F-ov- Po"b S rr~ ~ . •
i/ . STPAD-7r- P ^rrar- Cd.4s.J7`Oj ST. AUp AwF". TtT~ L 'KI F.1Wh3 e, 5rm- ~Cr4++S /Jd. A
+wtl-ltt'£S u4}°$ hAPiza"Jef? 9i.] lC)Al+-- y
~ • 5 t--v.J~' . f43+1 ❑ Wf,s^9r-P- T'1.f41.]S . " r-O R- 11,}F~ORi+he4lTl tl h.,l Q h1 L-f .
~ • 9ouJL- I2~) -4 k1E; G4E:C.kL- FROa.►TS ItNi3 CAt-WL.~,zn t+r._l-S, FR-aM P9,eltavs Su8titt7'rA 1._.
bi~,A 6zFPr wiTH{ Yshlrw a F VovP-- Caa ruMeljrS ~TtAt~AlN~fl h5 ~~!_ou~s :
~
•'I o vp- C-Ou rE°s&J c0 a.w+eii-- -VF 19 e A~ Fo P-- u s Tra 94514 CA-rM P oa.+D s kW b 3.
We7 D I. S rNG FoP-- -Ti-{iES E RE'P+•5a rd}5
0 "f7°lE14 r1-R~ lK.lt9`r TA *.I J.lG A►`]'-A A ui,[.iL` WATS-Pd K1. e. .5TOZE1` P-u+j6i~ J-dou N 9tiF ooor.l h.eAi +•Ms I.] .
fZZ -ME-/ nf-'O Al- A +.nGkc.Ar_ "rsa~,,►.ysr~+.'~s~~~n.r - ~ ~ ~a~~ ~u~s~-r~ ~.d.+~,~1~
-rm" wa uLb wo ^'rr` A [Ue-. v P Mu c.k ,u A-rr~2 . i
(3) +nouj;_fG -ra tiaEajX- euRa3 C.aU" rtkus~ O~n+.sFucn- wr,-ru u°rtLa-nEC--
S~=,E A-PDC.aVF'h S4a-&P-i4+Jh uJA-`CE*-, G[^h►.]5 /~"I7-ACHFEb -
_V0E 5i~~.}r-rfsLiy0 "Zog" 110LVI.LECALC:.'~
uf~ lie4V ~/J F~/eC~ BE~~,~i ~'~i r,.~tr`_t~V D~ ~n~JC.R-~ _r+~7 17~~'~ C.RiyCslt.A=t'r [91~
6 uL-S aJALrT t r_ S u FEb 7TlE-Al-lnVfFr ~ ns Pwic-T sWi uG Ll-.S ,+s pPA(-T Pn,rdMONTr ~.1
`LnNC9-0TE- 5!bewfsL.~ Apff:" l 1.9 C-L-VDt Ii~A rty 71~4.. s o M PmV ie u
. >
~T ,SL~l.6 C+a [`J~elyGJAA"ts~~,] yC Aw 1N FtJ S1a RJ4GiE UoLti.rMa i►ti} Sd WS7iL !.9 G G.mv ~
.
5igned
S p C7 I< A N E ~ C7 U N T Y
OFF[CE C7F THE COUNTY EA1G[NEER • ADTWdSIQiY QF'I'TiE T'[IBLIC WC]kK5 DEPAR1°lvlEl+IT
Rvnald C. Hesrmann. P.E,Cvunty Engineer Dennis M. 5cott, P.E., Dii'ector
Septennber 10, 1993
Dvug Christensvn
Simpson Engineers, Inc.
SUBJECT: P1677 - EiWvaew Fstates Replat #2
Apprvvai
Gentlernen:
I am enclosing a sepia set and a hlueline set of the rvad and drainage plans for this prnject vvith
the County's approval stamp; the originals are on file at the Public Warks negartment. Acvpy
flf the drainage calcuiations {stamped "Approved"} and the 2418 Ivt plans (starnped "Appraved"
an the hack of the lat pPan) are also enclosed. In accardanoe with 5ection 2.02.A.3 vf the
5CR5, this apprava1 is oalid until September 10, 1995. If the facilities are nvt cvnsstr-ucted,
you may requesi an extension fvr an additional twv years; the plans shall be revised to reflect
currenC standazds privr tv granting the extension.
Piease be advised that if you r.onstruct the rQad and drainage facilities withvut pasting surety,
tnat the plat cannot be finalazed until ei#her: a) the road and drarnage facilities are constructed
and accepted, and the roads established by the Caunty Cammissioners; of adequate surety far
any remaining vvork is postei.
Please proVide a mylar original (and a sepia reprrsducible if you desire a signed copy) vf the
Final P1at Map for the County's approval signatures.
If you have any questions, piease cantact me at 456-3600. Thank yvu.
Very tculy yvurs,
Ronald C. Hormann, p. E.
5pokane County Engineer
~dwau'd 9. =y!r., F'. E.
V,,.. Plans Revieva Engineer
encis: Plans shesrs}
Caleulattons (1 capy)
Lvt Plans (1 set) cc: V20'
vjec[ file
A,Oaiewer {commenss vn1y} ,
W 1026 BrQadway Ave. Spokane, WA 99250-0170 (509) 456-3600 FAX {509} 456-4715
}
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~ nL ~ , ~ . .r~~ ~ ~-s-r~, ` ; , ~ , ~ , ~ , ~
~ 0.5 Q 0.4 °-'i 0.3
Q
.Z . . . L4.-;- ~ f'~"~~ i-•~w~., ; i i ~ ~ ~ , ~ -
a i3.1
4 4 •,.t•'. i~l , , ~a-i~r~.~~•~y ~}.~a~~.=~. _`..~'_H ~
4
El , ~ ~ - C ,
= 0 0.~ 1.0 1.5 2.0 2.= .
mOD[FiE~ SUR=ACfVu CiEaZFi FZZ71
1_ -A
~ ExaMPLE: •~i -~f7 ~ ,6~'
A-ecess iZo rro
~U Gluen Qn R value ❑f 25 ond q trqfffc dndeac vf 6.C1.
cavar thlckness rsQuiremantS can ba Cs rarmfined as foEl€aws• ~5v, 4`
An avvtvofent qroveldeoth of 1.65' frour,d tv 1.71ot aQint A. u v P, Iq K,
A modE€led surfoclnq rJsDtn ❑f 1.05 faefi ot polnt 9 fvr v peve°enr
of 0.35 $ppt ACP • 0.35 fQdt ACE3.
A madlfle3 surfaclng depth of 1.41 fOOt (raund t❑ 1.45) tor
' pauement ❑f 0.35 faot ACP.
I
rl~`~~
STRI,lCTiJRAL DES[GN GHART FOR FLEXIBLE PAVEMENTS
Figssn; 5 26-1 a
~1,•cirn 1S in+rii
DRAINAGE PLANS (CVnt'd)
17. The culverts shown are properly stationed from
centerline stationing.
18. Are there are any conflicts with underground
utilities?
19. Is there a need for energy dissipation fln any of
the culvert outlets shown an the plans?
20. Is there a need for rip rap around the culvert
outlet at any of the Gulverts as proposed on the
drainage plans.
21. The rip rap that is shown for the drainage plans
is adequate for the culverts where erosion is a
concern and the engineer has submitted
acceptahle rip rap design calculations.
22. Pipe anchors are shown for pipe grades greater
than 15s.
23. There are no instances where water is trapped
against afxll with no culvert shown.
24. Profiles and cross sections are shown on the
plans for all proposed channel.s and ditches.
25. Ditches with eroding velocities have a proper
lining for erasion pratectian.
26. Water will prvperly flow from an existing or
proposed ditch on t❑ the pavement as propased on
the drainage plans.
27. Where the ditch profile passes frorn cut to fill
the flaw has been praperly disposed af.
cklistv2.2/Aug93 16
.
DRAINAGE PLANS (cant' d)
4. The designer has pravided a letter from the pipe
manufacturer certifying that the intended pipe is
suitable for cover less than 3' [FVC], 2' (CMP,
RCF)e 1.' (HDPE/ADS) or the engineer has provided
trench details for uggraded pipe beddang for
these areas
5. The minimum velocity within the pipe system is
4 feet per second at design flow in a backwater
candition. (Nate: The County Engineer may permit
lower velocities)
6. The backwater calculations show a minimum
freebaard of 0.75 feet for each catch basin ar
manhole.
7. The minimum culzrert and pipe slope is 0.5% and
all pipes meet ❑r exceed thas stanr3ard.
8. All angle points in the storm sewer system have
suitable access such as a manhrale for cleaning.
9. At locatians where two dif ferent pipe sizes enter
the same manhvle the 0.8 di.ameter points af each
pipe are at the same elevation. (Note: Exceptian
allowed tor drap manhales)
14. Is there any downsizing af pipes in a system.s of
piges that are 18" in diameter and smaller.
11. There is a downsizing of pipes in the amount of
3" for a cninimum of 100 feet i n a pipe system
that contains pipes that over 1811 in diameter.
12. All pipes in the pipe system are 12" and larger
as per Spokane County Standards; (10" pipe that
is allowed for esnnection of inlets ta catch
basins or drywells, if the length does not exceed
44 LF and the velocity is at least 4 fps).
13. All storm sewer pipes are lacated a minimum of 5
feet frvm a rear or side property line and have
adequate easemenCs fQr maintenance.
14. The maximum distances between inlets on the same
slope should not exceed approximately 504 feet.
15. The plans and profiles shaw all culvert gipe
types, stations, offsets, lengths, and inverts
16. Pipe fClatEg`3c'il5 meet county standards far systems
that lie within cQUnty ROW. (Note : The type ❑f
pipe in private systems may be as specified by
the design engine'er)
Ck11stV2 2,Aug93 15
DRAINAGE PLANS (cont' d)
17. The side af the swa3e that is the furthest
distance from the street shauld have a tcrp af
swale elevatzon that is higher than the highest
water level of the swale.
18. The invert at the curb inlet is at ar above the
max. water surface elevation for the design storm
19. Filter fabric
is specified foz the gravel envelQpe around the
drywell
3nstallation speeification is adequate.
18. 208 LOT PI.ANS
18a. Lat plana are requixed; submitted an
1810. The 208 lot plans show:
the lot number, kalack number, subdivisian narne,
date drawn, scaler and nvrth arrvw.
dimensions to lot corners
drainage easements
setback requirements
swale floor elevation
swale flflor dimensions
rim elevatian if drywells are present
curb cut station, ❑ffset, invert and length
any drainage ditches
shows depth from the tap of the curb
an attached cross sectiQn of the swale or ditch
18c . Lot plans have been starnped by a professional
engineer an all pages
18d. Lot glans are of suf ficient scale to maxa.mize
the lot size to the 8 1/2" x11" paper size.
[Drawings may be on plain white paper]
18e. 208 lot plans were apgraved on
CQLVERTS AND PIPE SYSTSMS
_ l. The rvad culverts are at Che low points of stream
flaw.
2. The headwater was calculated for culvert
entrances and is under 2diameters far culverts
under 18" in diameter and 1.5 diameters for
culverts greater th,an 18".
3. There is a minimuBrt Qf 12" of cQver for all
caxlverts and staxm'k sewer pipes
ckiiatv2.2/Aug93 14
nRAINAGE PLANS (cant'd)
5. Drywell is loGated within 8 feeL of the curb
line, or a maintenance aecess raute and easement
are prvvided
6. Drywell stationing is staggered frDm the inlet by
at least 4°
7. Multiple drywells are lacated more than 34'
(center-center) apart
8. 5oi1 type is appropriate for drywells.
3, nrywell lvcatian daes not conflict with
undergraund utilities.
10. Drywe1l type is specified.
11. I?rywell grate type is specified (Type 3 -str3.
detail D-7)
12. Drywe11 grate el,evation is :
below the invert at the curb inlet
between 61" and 81' above the swale flQOr
elevation
13. naes the nate; "Wrap the drywell with a filter
fabric (Arnoca 4545 or equivalent)T+ appear an the
plans?
14. Swale flaor elevation is:
specified
between 5" and 8" below the drywell grate
elevation
at least 5" below the nQrmal gutter fl❑wline at
the curb inlet for swale without a drywell
at ].east 81" below the narmal gutter flowline at
the curb inlet for swale with a drywell
15. Swale floar dimensivns:
are shown
the area matches the required area from the 208
calculation for impervi❑us areas.
15. Easements for the 208:
are shown vn the draa.nage plans
are shown an the subdivision plat
are of adequate size t❑ cvntain an 8' min. width
outside the max. water surface e],evation for the
design storm
are tied to the lot corners.
I
CklxBtvz 2/auy93 13
DRAINAGE PLA1►1'S (cvnt' d)
4. There are no lang curves with flat grades
which pose a problerrd.
5. The centerline r❑ad stations, ❑ffs~ts, and invert
eYevations for all inlets are shvwn ❑n the plans
and profile.
6. Grate type is shown on the plan and is
acceptable. (Spakane Caunty Standard inlets in
county RDW, an grivate property other inlet type
raay be sgeCif ied) fTyPe 1: I]- 2; Type 2: D-4)
7. A detail drawing af the grate/curb installation
is shown on the plans and includes the 2"
depzession arad transitians as per Gaunty
standards far grates that are lcacated within
county Rows ar referenced ta SCRS std. detail I3-8
8. A curb cut detail is shawn on the glans with the
new cvurrty back drop with transitions and a2"
depressian far curb cuts inside county RaW, vr
referenced to SCRS std. detail B-15
9. The plans shaws acceptable curb cut details and
grate details f❑r installations which 1ie within
private road easements.
10. Tf inlets are in a gravel rQad or a da.rt ditch a
6' x 6' A.C. apran is shown arvund the inlet.
11. Catch basin or special manhole details are shown
or a standard drawing is specified.
12. Critical 1Qw pvints in the drainage system have
been pravided with overflow easements.
ZOS SWALE SYSTEMS
l, Is the swale located outside a future set aside
area? See Findings and Order for where setasides
are required.
2. The swale bottom and sides have svd or grass turf
specif ied .
3. Swale side slopes d❑ not exceed a 3:1 side slope.
(A 2.1 side slope is allowed if swale depth is
l,ess than 121" deep. 5hould anly be allowed where
constrained by abstacles)
4. If depth af water from bottam ta drywel~L rim is
betureen 5 and 8 ii~ches. sail mixture has been
specified which meets Spokane County Guidelines.
ckliatv2 2/aug93 12
DR.PlIL\AGZS' PLANrS (coat r a)
Riprap - stone gradation, pad dimensirns
7. Are percolatican tests requized for soils in this
area?
8. I]oes the drainage repart identify the SCS sail
graups for the praject area and for the proposed
raads ta be built in the prvject area?
9. Does the drainage design gropose ta divert water
from a natural watercflurse?
, 10. I7oes the drainage design cancentrate water flow
where sheet flvw previousZy existed.
11. I]oes any part of the plat lie within a designated
100-year F1Qod Plain Azea?
12. Does any part of the plat 1ie within Zone "S" of
the designate Flaod Plain p,Xea?
13. Is the max, street panding in any part of a zone
„g„ less than 11?
14. Does the plat contain apprQpriate language
limiting the lvwermmst opening in a structure
located in a Zone "B" ta not less than 1' abave
the lawest rvad elevatian?
15. The drainage cancegt is campatible with planning
commission requirernents.
16. The difference between present and future flows
is retained on the site.
INLETS
1. The inlets shaTnrn are within the stream flaw.
2. Inlets are shvwn on the lora side af a raad or at
the low point ❑f a vertical curve
3. Curb type inlets are shown at sags and are
properly sized.
Perirneter does nat include the side of the
grate against the curb face (all grate types).
Perimeter is divided by 2fvr calculations
where no curb openingr ('Iype 1) is provided.
Area = clear area = 2 far Type 1 grates}
s
ckla-stv2.2/Aug93 ~ ~
_ DRAINAGE PLANS
1. Has a plat map been submitted which shvws lot
dimensions, street widths, etc.?
2. Was a cantour map submitted to properly deterrnine
drainage basins?
4. Were all existing drainage courses shown?
5. Were a11 the progosed drainage courses shown?
6. Were Hydrolagic calculatiQns submitted for each
basin? (8owstring if area s 10 acres, SCS TR-55
if area > 10 acres)
Offsite (50-yr stQrm if undeveloped, 10-yr
st❑rm if developed)
onsite (10-yr storm)
Q for entire area
Q for roads only
INFILTR.ATEDN PpND
Actual pand volume prvvided
DETEN'!'I4N gOND
Release to pipe system: cantain 50-yr
developed, release at 50-yr pre-develaped,
ouerflow tv pipe for 100-yr developed, emergency
overflow weir for 100-yr developed
Retained an site, n❑ drywell: contain 100-yr
developed; ernergency overflvw for 100-yr
develaped
- 208 SWALES
208 swale flaor area, vvlume requirements
208 swale fla❑r area provided
208 swale volume provided
CQNVEYANCE
Conveyance - pipes, ditches; gutter flow depth
is ].ess than gutter height
Backwater - pipes, ditches
Headwater - culverts
Curb drap/curb inlets
on grade (f ig 16), sump (f ig 17)
Grates - sump (fig 15), continuous grade (fig
16)
cklistv2 2/Aug93 1 0
RQAD PLANS ( caA t' d )
18f. BCR, MCR, and ECR elevativns at intersections
withvut stop sign corttrol are set sv that the
superelevation between the intersection and the
curbline does not exceed: (ref. AASHTQ)
1OW (flat terrain)
$ t (rol1. ing terrain)
6% (mauntainous terrain)
19. CUL-DE-SACS
19a, The cul-de-sac grades (tap of curb) meet county
cul--de-sac standards (Ilk min.)
19b. The cul=deysac curb is shawn in profile
20. INTERSECTIONS
20a. D❑ the intersections meet the 2%- grade
requlreTYILritS ?
20b. Wheelchair ramps are pravided at intersections
with sidewalks
20c. If triere is a change of direction at the
wheelchair ramps, are the ramps ariented so that:
a 5'x5' pad is prnvided at the top ❑f the ramp?
the required 5' x5 ° landing zone at the battom
❑f the ramp is lmcated inside of aline drawn I'
inside a line extended between the curb faces ❑f
t$ae adj airling street at intersections?
any drainage structures are located autside of
the landing z4ne?
20d. The intersection horizantal sight distance
analysis shaws tYiat sight triangle encroachment
❑n private praperty is 2' vr less
21. Is there a need for slope easements?
22. Is there a need for erosian prcatection?
23. DRIVEWAYS
_ 23a. Can adriveway slape vf 8s or less be maintained
between the edge af pavement and the right-of-
way?
23b. Can a driveway slope ❑f 12% or less be maintained
between the right4ofFway and the building setback
line?
ckiistv2 2~Aug93 9
ROAD PIrANS ( cont' d)
14. Has an "R" value test been performed for each
soil grgup?
14a. The pavement section is adequate for the R-value
and Traffic Index far the raad type
15. Locativns where water is intended to flow thraugh
an inlet a_r curb cut are at the low point in
vertiGal curve
15. SIGNA.(=E PLnw
16a. Stap signs are shawn for a11 streets which
intersect an arterial (Check with County Traf f ic
Engineer 3f there is a question)
16b. Street name signs are shawn at all intersecting
streets
16c. Ts there a need for barriers at the end of dead
end streets?
16d. Is there a need for other special signing? {Check
with the County TraffiC Engineer}
17. Has the Fire nistrict apprvved al3 proposed
private road turnarounds that are substandard
according to our Sgakane County Road Standards?
18. eURs ~ETURNs
18a. Are BCR, MCR, and ECR statinns/elevations on curb
returns shown
an the plan?
in the profile?
18b. Are the curb returrm elevations carrect?
18C. Is there pasitive drainage from the road
intersection t❑ the MCR?
18d. Curb return radius meets Caunty Standard minimum
of 20' (tv back of curb for ral1ed/werige curbs,
to face for vertical curb face types)
18e. BCR, MCR, and ECR elevatiQns are set to allow
drainage frorn the centerline to the curbline
18f. BCR, MCRs and ECR elevations are set s❑ that the
superelevatiom between the intersection and the
curhlane is bankeri properly for right-hand turns
into and out of the intexsection roads (the road
slapes from the intersection down to the
flawline)
ckllstv2 2/Aug93 8
RfIPLD PLANS ( Cozut' d)
12i. A 411-wide, white painted fogline at 1211 fram the
edge erf paving is indicated (tapers ar tangents)
12j. Are the curb grades above the county manimum mf
0. 8%?
12k. If curb grades are belaw 0.8%, has a special nate
been added which requires a licensed land
surveyor to verify that the GurYa fflrms are at the
correct plan grade priar to canstruction?
13. NEW STREETS
13a. Does the proposed alignment meet Spokane County
Standards?
vertieal
slapes
vertacal curve length
horizontal
curve radius
13b. The plans shaw the typical cross section for
streets
13c. Does the proposed street width match the Findings
and Order?
13d. The crass-section shows;
existi.ng R/W
proposed R/W
future setaside
13e. Does the typical section on the plans meet
Sgokane County Road 5tandards?
cross slope is shown
cross slope is within standards
cross slape is correct when checked an prgfile
13f. Curb type:
shown
proper type fvr the road classification
meets 5pokane County Road Standards fvr curbs
wi.thin the publ.iG right-of-way
consistent with the curb type in the general
area
13g. Are the curb grades abave the caunty minimum af
D.Ba?
13h. If curb grades are below 0.8s, has a special nvte
been added which requires a licensed land
surveycar ta verify that the curb fvrms are at the
correct plan grade griar ta construction?
Ck11at..2. zrAUsg_A 7
ROAD PLANS (cant' d)
5. Is the beneh mark shown on the plans?
7. Are stationing equatiQns shown?
8. Is stationing correct (south to north, west to
east, reading left to right an the plan)?
9. Are exa.sting utilities shown an the plans (or an
inforntation cvpy of the utility plans subanitted) ?
10. Are pragosed utilities shown ❑n the plans (or an
information copy of the utility plans submitted)?
J 11. Does the note "Any conflicting utilities shall ]oe
relacated prior to canstruction of roads vr
drainage facilities." appear an the plans?
12. STREET WIDENING
12a. Are curb cdesign sheets provided for widening af
existing streets?
12b. Dves the curb design conf❑rm to SpQkane County
Standarr3s of section cross slvpe (Between 2 o and
4.5%r) ?
12c. Is there a street cross section shown for
widening existing streets?
12d. I]oes the proposed new width rnatGh the width
required an the Findings and Order?
12e. The cross-section shows:
exiSting R/W
propoSed R/W
future setaside
12 f. 1001 (min.) pavement taper ixatq proj ect is shown
(1) There is adequate R/W for the tager to extend
from the new paving width tv existing pavemenr..
(2) There is inadequate R/W f or the taper to
extend fram the new paving width tQ existing
pavement; taper extends from existing gaving ta
R/W.
12g. Length ❑f pauement taper out of project meets:
WSz - 50 for design speeds s 40 mph
WS frar design speeds > 45 mph
12h. Transition from end of curb to existzng paving is
shown (curb should nose dawn in 1211)
CkliatVz 2/AU993 6
kAD PLANS
1, List any roads that must be designed and
canstructed on the project.
RdAD REQ' D WTDTH DE5TG23 MIN. /[s"IPX. STOPPING SZGFiT MIN. CL1FtVE
NAME CLP,SS. PAVELI RIW TERRAIN SPEED GRP,DE FIISTANCE HC7RIZ. VERT.
t% J11
2. Planning canditions require submission of a
landscape plan. [NOTE: Usually assaciated with
Pi]I3' s }
3. I have checked the landscage plan against the
road and storm drainage design and there are the
followincJ conflicts :
4. The follawing road plans have a bearing an the `
design of roads for this project anc3 a copy is in
the file:
5. I have serrt an "R" value and percolation test
request to the Cvnstr_uGtion Section with soils
information and a layout of the prvject. "R"
value test request tca Desagner
(date) .
ckliatv2 2/Rug93 5
OLELD RZVgEW
1. Faeld bnvestigation trip inade nn
2. Repart completed and put into file on
3. Are there any existing utilities on the project
site? [Overhead power, fire hydrants, etc. ] zf
yes, descriYae.
4. Are the drainage basins an the ground the same as
those that are presented in the drainage repart?
5. Are there arry drainage channels directed toward
praperty?
6. Are there any drainage channels directing water
through the prvperty?
7. I]a Cpunty rraads cut off drainage as per drainage
calculations?
8. If theace are culverts under cauney roads, does
the flvw ga away from or toward the project?
9. What kind of ground cover exists?
10. Describe any existing channel canditi,ons :
11. Describe channel crvss sectiorn:
12. Existing Curb Type:
cklistv2 2/Aug93 4
GENERAL ITEMS (coat' d)
~22. Locate the F"indings and Drder for the project and
list any unusual conditioaas:
~ a 23. Backcheck af previous cvnunents completed
f 24. All previous cammerits adequately addressed
.
ckla-stV2.2rAus93 3
GENERAL ITEM$ (cDII t' d)
~ 10. The develaper has signed and appraved the road
and drainage plans
~ 11. Are there anY con-flicts between the ParoPased
drainfields and any drainage ditches ❑n the plat
12. Bvwstring calculations hy developer are in the
file for this revi,ew.
.I 13. Vertical cur-ve stopping sight distance
calculatrons by developer are in file fDr this
review
~ 14, Horizontal & vertical alignrnent sight dzstance
caTcul.ations by developer are in fi].e ~or this
review
~ 15. The engineer/developer fi.as pro,rided evidence of
Coordination vaith the eleCtriC utility serviCing
the project
16a. The file contains a Spokane County Ssction Map
16b, The file cvntains a SpQkane County Assessars's
Map
15c, The fi1e contains an aerial phatD of the praposed
project area
15d. The file contains a carrected preliminary af the
final plat map
17. The prvj ect is lacated in urbara boundary area
18. 'Y"he graj ect is lvcated in the Agui€er Sensitive
Area
~ 19. The pr❑j ect plan name nnatches the plat narne
~ 20. Are there any parts of the project located in an
identified Flovd Pl.ain Area?
21. List any design deviatinn requests and their
status:
A hV-
I
ckliatv2. 2,Au993 2
SIIHMITTAL CHECICLIST
PROaTECT # P1677
REVIEW # 4
REVIEWER: Ed Parrv
DATE: 25 August 93
PRO.7ECT: Hillview Est,ates Renlat
PROJECT 5FON517k: NEike Basseta TEL 927-7951
PROJECT ENGINFER (Road & Drainage Plans) SimDson:Douea Christensorr.
TEL # 925-1322
PROJEC'I' SURVEYOR (P3 at )
TEL #
GENERAL ITEMS
YE S N(] N/A
1. The $I00.00 €ee fvr plat review has been paad tv
! Spokane Caunty for this submittal
I 2. An agreernent to pay fees has been submitted to
Development Engineering 5ervices
3. The fee agreement has been signed by the proj ect
vwner ar a principal flf the developer's firm. If
signed by an agent af the awner, written
authorization frorn the owner is attached C.o the
fee agreement
4, Review fee account is current (no invaaces aver
30 days outstanding)
5. Ihave noted the plans in, plans out dates on the
~ pink sheet in tYbe fi1e
6. If the proj ect is a mobile home park, urere the
glans reviewed 1ay Planning?
J 7. The plans are pn 24" x 36" sheets
B. The calculatians are bound together
~ 9. The plans and calculations are stamped and signed
by a Frafessional Engineer
f'I