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TYPIOAL SECTfON Q,4TA 22-Dec-94
Rc,a(lway haff witlth ENTER--~ 10.5 08:34xM _ Roacl tdante ENTER--- > 12TN AVE.
Left otR6ght ENTER--> R[GN7 ' .
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umtion lntenixf EN7EP - - > 50 ,
MINIMUM N9AXInIUM "
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~ Ll.00 ~ 2 0 -5 4.5 9 ~ - 1 2054.581 0.7-'i 1 16.75 2054.19 2054.62 2054.581 -2.2:3
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- i 148.05 2056.32 0.56 20-56.27 5.mj -0.93 0.531 14.15 2056.091 2056.40 20,56.1 1 -4.311 0.57
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'?P REVTSED• DECEMBER 2, 1993
~v. • _ ~
~ -
SPOKANE COVNTY PLANNING
r
PRELIMINARY SUBDIVISION APPLICA,TION .
PART I
A. ~'~Ti~'zR.A.L TNFC3R,UA-UQN:
NAML aF Al'PLICANI'/REPRESEN7'A"I'FVE: K & B Investments •
],~~~{ll,Ll+p''`p~''~p~y]['~` t11/ V1LG~a7r7(' c4 ~ 1~e~yP~lii1 AaSiDC~.r~.~BS~ IriC.
11'1 -T~
l~,ryi ~[l1 . 3 ~/'~Y~•~Y F}^ L ey'~ . ~11~6 '~q 17 TJ Zl[°~ G ~s P1 L[~ Q C]ld
CITY; SPD}CaI1e $'CATE: WP, ZTP; 94202
PHQNF: 509 /5 3 4-8 D 86 (work) (hflrne)
IF t1,PPLTCANT I5 ]'1"C1T ClWNRR, INCLUpE V4'RI'ITEN (]WNE-R rti.UTITOT{TZA?ICJN
F+OR APPT ICANT TO SERVE AS REi'R1G5ENTATIVE.
LEGAL C7WNLR'S NAM'E: ~ (see attached
q Fa Q1- anr¢Pmer, t- s) I'HQNE:
MAILiNG ADI?RESS:
crry: s~ATE: zrP:
PRC7JEC"F!f'RGPt35AL SFTE ARE- A (acres or sq. fc) A Pp r axxmate1 y 11 .5 Acres
AI77ACENT OWNEF3 C]R COIVTRDLLED (acres or sq. it.) 0 -
A55E55Qk PARCEL #iS flF PRDJECI"IPRDPQSAL 4521 4,. 2i i38, 45214.2009, 45214.2010
; . ,
45274.2011, 45214,2013 and 45214.2374.
ASSESSC7R PARCEL #°S OF AI77'ACENT AREA OWNED DR CDN7RQE.LED 0
STREET AI7QRE-5S OF PRaFClSAL South vf 12th Auenue, east af Linion Rvad, west of Pines
Road in the Spokane Valley.
F-XiSTING ZdNE C[.ASSIFICATION(S) (DATE ESTATiLISH ED) '(JR-3.5 JanDarv 1991
EXIS'rfNG XISEOFPROPER1'Y Resadenta.al and urtdeveloped
CQMF'REHENSIVE PLAIV CATL•GC7RY L]rban
5CHOOL DI5"1RiCT Centra1 Valley
r-MM-DISTRICT Dist-rz~t No. 1 WA'3'E-R PLJ1tVL•YOR f"odern E].ectrac
PRC)FpSED USC OF PAOPL•kTY:
5inglc famLly dwelIings " Duplcxrs MuItifamily ciwcilsngs
Manufacturr,ci home.s ( } Busincss ( ) Industrial ( ) Mixcd Usc { ]
4thcr ( ) - Dcscnbc:
LIST PAEVIOUS YLANNTNG DEP,ARTMENT ACTInN'S TNVOLVING TH15 PRaPERTY:
~TnnT~
$ LEGAL E
LC3CATIC7N OF PkdPt75AL• South Qf 12 th Avenue, approximately 5[} 0 feet west gf Pines Rc+ad.
Sr-C ['dC]N 21 TGG','NSHIP 25 RANGE. 49
rrAME OF PuBz.Ic ROAD(s) PRoVIDiNG AccE-sS: 12th Avenue
wrD•rH OF PRaPERTY F;:aN-rING ON PuBLIC RoaD: AppraXimately 740 ft. on 12th Avenue, and
app rax~mately 5Q(~q f t. on the propased puk~lic rc~a.ds se.rring the deve~.o~ent.
DQES 'T`N..,P;RC3Pf75AIr HJtVE.a.CCE55 TC3 AN AR`IL•RIAL OR PLANNEF3 ARTERIAL. YES NO
NA3viE(5) (]F AR°IERIrtI. RQ,AI7S Pines Road ! s5{1C7 feet east of-the s it e . but not ad3 acent.
LEGA.1. DESC~°•.IPTION OF PRQPE-RTY (Attach legai dcscripLivn sumpccJ by Lanti 5urveyor). LNC[.Lf17E
LEGAL DESCRffMON FC)R ENTTRE AFZ.EA TC) I3E SUBDIVIDEI] C?IN PRELIMINAFLY 5L]BDIVISION
MAP. w Tf~ ~ a r h ra ri
~ --•'y
' - REVISED. ~~~"'iBER 2, 1993
SUBJJIVISIC7N A''PLSCA7`ION Page 2 af 4
IF Y~U DO NOT HC3LU TITT.E. TQ PR{JPERTY, WI4AT IS YOUFt FN`T`EREST IN TT?
iindE?r r7pi-i,[]i"+ tq_pL17'C1135F3. -
wxAr ARE THE CxANGE D caNDITIoNs OF TIE a.RzA wII1 C~lg xauEb r,aKE is
PROPt]SAL WARFtANTED? This development is 1( ca~ in e rban ca egary in t-he
Comprehensive Plan, and all utilities are available to tze si.te.
WH,~"f IMYAC"fWCi_L TZ-TE ~'R01>pS~D SL~3T]IVI I47N HAVE N T ~ r'~DJAC~ PRDFERTTTES7
R6utine traffic increases due to the ~evel~sprnen~ oa new svxsa.arr.
WHAT FACTOkS SUPPCJRT 'I'HE SLJ20IVISIDN7 Tfie presence af sinyle-family developmP' nts
a.n the surrounding area, and meetine} the infi11 cgncept of the Grrawth Mariagement Act.
WHAT IvfEASURES I?Q YC]U I'RDpDSE TC3 MITTGA'TE YCJUR PaClPC]SAL'S IMF~ACT~N.
S[J~,RC7L~T£]TNG LANl~ C]SE? Have adequate ingress ar~ ec~xess rt7u es ~sigrzed wxthin t,k'ze
develapment, and singl.e-fami3.y hcmes ot higri quality canstruu~~ion.
C. P_ REr,_TM NR~ ~~~ID12111,STON [jj:,Nrr~AL TNr~~ ~16TrnN,-
idCMBER OF LDTS: 37 GROSS AREA: 11: 5. acres
TYPiCAL LC3T SIZE• 10,500 sQ. ft. PRaPQSED NET I]~.NS1TY" 3.7 lotslacre
SMALLEST LCIT SIZE: 10,000 Sq. ft. MINTiMUM FRQNT,AGE: $0 ft.
PRGPC7SED 5C7UFtCE OF WATER:
Indsvidua3 wclls 1'ublic syslcm (x) Privatc Corrtrrsuni[y Syslem
C]ther ( } - I3escribc: PRUPt)SED MfEANS OF SEWAGE L3ISPOSAL:
Pu6 fic sewcr (4 Community system Scptic tan'k and drainfield
DaubPc Piumbirsg Dry 5cwcr { } Oftr ( }
Dcscribc:
UTII.T`[Y CCl2vTANM5 ANI70dR DiSTRICTS TU 1'ROvIDE SERVTCE TD THrS PRQPOSAi.:
Elc,crricity: Modern Electrzc Scvrcr. Spokane Cauaaty
Gas• Washington Water Pow%ater. Modern Electric Phone: [1S West
UCJ YOU, C3k T{-€E f]WN"ER IN TIM EVENT YC7LI TJa NC3T DWN THIS PRC}PERTY, HAVE ANY
PLANS FDR FUTURE AI7DITdGNS, EXPANSI(JN5 C7R FURTHER, ACTIVITY FZELbTEL7 TO THIS
PRUPOSAL? Ycs No (x) IF YL-S, EXF'LATN:
D. P FT.IMTNARY SC1F3aIY-T5Tf3r TMPR ri17C4N`T" TNFC)RNiATT(7r
T.EVEL OF STREET TMPRC]VEMENFS PRC)FC7SED: Pnvaic raad5
Putitic raads (x) Artcrzal roae[s Trac[ ;C rnaeis { )
DE5CRIBE .4NY CC7MEINATtiQN OF ABOVE;
ESTIMiAT"EZ] T1ME FERIOD EXpCC7'r-I7 T=C7Tt CC)MPI.E'[E C)CVE-LOPMENT OF THE SUB17IVi5tON:
1C)Q4,=194r; fQr hp s;_ta iiazprovements. Homes will be built over a 3 to 4 year
bui].d aut period depending on the market.
I5 PHASLNG OF 1HE FfNrtLiZATION OF TH~E 5UBDIVT5IOtV PROPt3SEDI Ycs No (X) Maybe
IF YES, SNOW PI-PASING UN TH'E•PRELiMFNr1.RY SUBDIVISION MAP.
TS I7EI3ICAT'IC)N OF LA3YD rC7'!t PUIILTC LlSE CONTEMF'LATEI3 (Park-s. s0001s, c[c.}? Ycs W NO
IF YES. DESCFtiBE: AdditionaZ right-of -way along 72th P,Venue, &.,publi.c right-eaf -way
far the access road serving the developrrrent.
NF-T DENSI't`Y iS LTNI1"S QR T QTS k'ER ACRE IvfIN-IJS PRIVATE A.ND(QR PU£iLIC R(]ADAREA.
w k }
°
E - 17 3 7
. ~
SUBDIVTSZON A]PpLxCATTON Fage 3 v#` 4
PART 11
"1`k-IIS SEGTiON OF TEEE A'PLICATTC]t*t WI1,L PRClVIDE TKE PLANMNC'.a DI=PARTMENT 5TAFF WIT14
WRITTEN VERTFICATIQN THAT THE APFLiCANT HA5 HA.D 1'RELIMINARY CQNSULTA.UON WITH THE
AGENCIES lI]ENTMIED. RF-SULTS OF THE PRELIM]NA~'.Y CaN5T7LTATTON SHALL SE FNCORPORA7F-iJ
rN THE PROFC)SA. BEFpRE FINAL. SUBMITTAL `I`[7 THE PLANN1NG i?EPARTMF-MT.
FtRP MARS,HALLJFzFtE DISTRxCT
A. 7HI5 PROk'C35AI. IIS WITHIN FIRE PRO"T'ECT ~,I~1C~. ~
B. AD~{~UA`~E AA~"tAAdGE~NTS (~-1AV~j (NAV NfJT BEFN MADE TQ h+~EET DUR I~'EEL7S
II*i PROVTI]IP'dG FOR AN ADECUATE WA"I'E I] FACfLI'TIF-S FOR FIRE
PRQ'I`EC'I`ION PURP[7SES.
c. REcaMMENnEn FIRE Fr.aw: ; aR uNABLE rto cA.z.cULATE Now
BECAUSE LISE TS NC3T T7EFM'I`NE; A.NI7 WTLL BE DET'iEL] AT BOMMU PERM.[-l'
AFPLICATIUN TIME. n
1). I~EQUTAEM.~T~"I'S T~[CL,UBE: I~c c c'fl rr- ,
~
L
FT~FLE I~TSTFiI~' S ~.TUREf i'iTLE D
WA`x'ER PURVEYOR _
A. ;SATISFACTQRY A,RRANGEMENTi FOR DCJ1vCE.STIC WA`iEA AN7 FTRE FL(7W
REQUTR.EMENTS (HAVE) (A E NQT BEEN-MADE.
B. REQ[7IREMEN"I'SICQtvTMEltiITS: p 6 E i ~ , t , - 4_(,._" / " -2 _J
L2 r\ 1 . rD P .
WATF-R DT5'7RICT WSIGNAT'L7REITI'T`L-I~ ~ ~DA _
GOUN'I'Y ENCTNFFR
,4 PRELIM]NARY DISCU5STdN HAS TAKE1*( PLACE ANL] GF-NF-RAL REQLIffLEMEIVTT'S FOR ROAI7S
ANI] DRA1T3AGE HAVE BEEN dTSC1I.JSSED WITH TNE APPI..ICANT.
A. CDM1vfETdTS:
ll~z~_Tnl ~3 ATUR r~TLE nATE ,
COi1NTY L1TXLT`I'IES
A FRELIMINARY DISCUSSIDN HAS `I°AKF-N PLACE AND GENERAI.. REQI]IREMIN`fS FOR
5UBMITCAL C?F THIS PROPC]5AL (f-TAVE) ( 9'A E t~1[JT} EE SATISFIED. THE DE5IGNATED
WATER PLIRVEYOk FOR THTS SITE IS
A. CGMMENTS:
' II&IIL& A -.t 3_A3
SIGNATUREITxTI..E L?A`T`E .
HEA[.TN I]ISTRIGT
APRELIMINARY DiSCU5SION 1IAS TAICEN PLAC~ ~,AL REQLJIREMENTS FOR
SCJBMITTAL [3F THIS PRQ) A_ CQ A~. (T~AV " E NC?T) EEt~ SATl5F1"I].
MMEN TS :
,
~ srGrrATtrnEMTLE nATt
sEWER rURVEYOR
A FRELIMTNAkY T]TSC[755ION HA5 TAKEN PLACE AND GE1V"ERAL REQUIREMENTS FOR 'J`HE
PR(]VISIOhT flF PUBLTC SEWER AR.E [JN"~ER5Tt]OD BY THE A1'PLTCANT.
A. CaMMENTS: AZAc sS..~
/6-
SIGNAT[IRE/TITL.E T7A"M ,
E m r~ 9 ~r
17 ~ 7
. _ ~
SUBDZVISION APPLICATTCJN Page 4 of 4
PART xII
V. D(a~ SURVEYOR VERTFTCATION
~ w~ ~ .
1, T ~ N5E3] LANU SUR VE YC3R, HAVE C(JMPLETED THT IMFC}R ,MATTQN
RE . • C€tIPTIC)N ANI] PRE LINiINARY PLAT HAVE BEEN PR EPARED B Y ME pR
S I5Io CCORi7ANCE WITH THE REQi.]TREMENTS OF THE SPOKANE COLJNTY
ZQ I.FB ATIONS AND THE LAWS OF THE STA'1'E OF WASHING7'ON.
- - ~ I7ATE: /CII2~
ExPIREs 0MCl FHC]NE: r.'t_?4- •~ZG ~
- ,
~ ZzP. 919 7-0 c
PARfi Iv [SIGNATURE OF PROPERTY C)WNERS fJk T.E`iTER OF AU'i"fTQR]ZA'I'ION)
I, THE [TNQERSTGNEL3, SWEAR UiNI7ER k'ENAI,TY OF PER,TURY Tl-TAT THE 11.BOVE RE5PON5E5 ARE
MADE `IRLITFiFU"fWLY AND TCJ 7`HE BEST OF MY K3vGWF EDGE.
I FU'tTHER SWEfLR T}-IAT I AM TH E OWNER OF REC(]RD OC"THE AREa PR4POSE D FOR THE
PREV IDl15LY II3EN'I`IFTET] LANb USE ACTION, {]R, IF Nf]T TKE aWNER, ATTACI-rEU HEREWITH IS
WFtI"d TEN PERMTSSIGN FRQM'T'Fl 2 OWNE, R A UTFIOR IZING MY EtCTIC)NS Oloi H1S1H'ER BL}-3'A LF
SIGNEI]: DATE: I ❑ - z 9 - 1 '5
ADauESS: PxOrvE: "'S-~ - ~qc -z
~ • z1p•
/o -
z 9 3
sI GrrA°ruRE OF APPz.Ic~NT aR r~rATIvE DATE '
STA'C`E OF WASHINGTDN )
} ss:
COUNfY OF SP[]KANE )
SIGN'ET] AND Sw[3RN T0Ip.FFrR1viE[] BEFaRE ME ON 7HIa~ _a?q~h I]AY OF
1993, I3 Y 4, 0
. ~
NQTARY SEAL
Nolary+ public in and far thc Statc of 1Vashingcon
. - . LvUISE A WOLD . . Residing at:
t+fotary Pub~c
} S3A7E (7F WASHINGTDN My appflintmen[ expires' c5~ °
Cuty CarnmlssEon Expires •
' Febnxpry 1,1995
•
, PAkt`I" V
[TO BE COMPLE`['ED S1' THE PLANMiNG LIEPAR"FMSENT}
DArE sUBMrTTEa: FrLE U. . 0, - 17 37 --q-:~
I]A'T`E ACCEPT'EI3: g'a': ~
,
TCITAL FEES- RECEIP'I' ~f~ In 555
4 -
17 ~ 7 My
~
~
r-
r
i
SPOKANE COUNTY PLANNING
PRELIMINl7.RY SlJBDIVlSION Al PLI1,.+ATION
PART Y
A . CiENERAL INF{3RM.A'T.IQN: ,
NAME OF APPLICANT/REPRESENTATf VE: K& BInrres tment s
c~ ~v l~amm Assc~ciatesP
T., 1 F`la~_I~x-
MA.~I.II~TTG A.T~~']RE55:
CITY: Spvkane 5TA7E: V+TA zIP: 99202
PHDPiE; 549J'534-8086 (work) (horne)
IF ApPLICANT I5 I+IQ'I' (3WNLR, INCLUUE WRITTEN OWNER Ai9THC]RIZA`I YC?N
FQR APPLYCANT T(7 SERVE AS RET'°RESEAlTATTYE.
[see attached ~~H~~.
I.~G AL C]WNE~t'S iVAME: V a~ r~_c~i3 c C~
NfAII.TNG ADT7FLESS:
CTTY: 5TA'Y'E: ZIP:
PRCI.TEGTIPROPC]SAL 5I'fE AREA (acres ar sq. ft) APprq~imately 7.5 acre5
AI]JACENT AREA OWNEI3 [}R CON"I`ROTLEI? {acres or sq. ft.} 0
ASSE55OR I'ARCET. #S OF &'ROFEGTIpROPCISAL 45213-9014, 45213-9809. 45213-900$, 45213-9Q1a
45213-9a1i
A5SE55aR PARCEL. #'S {)F AI]JACENT AkEA QWNETJ (]R CONTROLT..EQ fl
STREET ADDRESS OF PRC]PC3SAL South vf "t 2th Avenue, east of []nivn ~++Dad, west of Pines
Road in the Spokane Valley. ~7R-3.5 Jana~ar~ 1 991
EXISTfNG ZUNF CL~ASS~CAfiIOI~I(5) {DA'f'E E5d'l~I~S~iEZA}
EXTSTiNG USE OF PRDPERTl' Resid'ential and undevelape+d
COMPREHE1dSIVE PLAN CA'F'E~'xOR1' Urbarc
SCHGOL DISTRICT Central Valley
FLRE DISTRICT District Nv. 7 WA'TEFt PL]RVF-Y(]R Modern Electric
PROPOSEU USE OF PRC3PE,A'I"Y;
Single'fm'nily dweging5 (o) Duplexe,s ( ) Multifamily da+ellings { )
Manufaeturcd home.s { ) $usiness industrial Mixed Usa { }
Other ( ) - Dcscribc:
LI57 PREVI(3US PT ANN'ING DEPARTMEN'Y' ACTTQNS INVOLVING THIS PRVPERTY:
~'Wr
B.
LOCATTON OF PROPUSAL: Sauth vf 12th Avenue, approximateZy 5 D Qfeet west vf Pines Road,
SECTIC]N 21 TaWNSHIP 25 RAN'GE 44
NAME OF FUBLTC RQAD(S) PROVIDTNG ACCESS: 12th Avenue
WIDTH OF PROFERTY FRONTTNG C3N PLbBLIC RDA[): Approximately 780 ft. vn 12th Avertue, and
approxi.~tely 200~d it. r~n the apc~ se pt~lic rrra~ sexving the develvpmer~t.
T7oES THE PR+DPQSAI. F-IAVl~ ACCE55 T~ Ar[ AR~,RIAL QR PLANN'ED ARB'ERIAL (K) YES NO
NAhtE(S) OF AItT'ERIPL RDADS Pines Rvad 500 feet east of•the site ,but nat adjacent.
LEGAL L7ESCRIY'ION {]F FRQPERT'Y (P.ttach legal dcscripUOn st,amped by Land Surveyor). LNCLLIDE
LE{'iAI. F]F-SGRIF'TIQN FOR ENTIRE AREA 1'f] BE SL3BDIVIDEI) aIY PREL.Ii'vFIINP.RY 5[TBDIVIl5IC7N
MAP.
SUBI7IVISION APPLTCATION Page 3 vf 4
PART 11
' THIS SEC"Y'IC}N OF T'HE APPLICATI{7N WLLL PRO`lIliE THE PLAfi1MIV+G f?EPAATMENT 5TAh`F WITH
WRIT1`EN VERIFiGATIflN THAT THE APPLICANT HAS HAD gRELIMIlVAkY CC}NSCILI'A'idON WITH THE
AGENCIES fUUEN=D. RE5UL.TS OFTHE PREL.TMINARY CUNSULTATION ST-3ALL BE INCC}RF{]RATF-D
IN THE FRC)YQSAL BEFf]RE FINAI, SL1'BMT'i"TAL TO TKE PLANN1NG DEFAR`I',MEN'I'.
FIRP. MA125HALLIFIRP, DISTRTCT
A, THIS PROFC}SATy TS WITHiN FIRE FRO'IECT D. I
B. A3~EQL1A3E ARRAId'GEA7ENT5 (H~rV~~ (~AV I+1Q`~' S~~l' MADE T+~ MEET QllR NEEDS
IN F'RO'+~TDING F(J~L AN' AI7EQUATE WAT] IFACTL.ITIES FOR FiRE
PRC3TECITDN PU;LP[]SF-S.
C. RECQMMENd)EI} FYRE FL4]W; ; UR LfNABLE TL) CALCULA`I'E NOW
sEca►uSE UsE rs rror DEFMTrvE; nND WIL. BE DETERNMqEg-Ar B~G PERRu-r
APPLICA'Y'I(JN TIME. ~
T). REQL➢IF.E3uIENTS INCLUE7E: f'~..~i'-.~~-1~. e cc
2- eZ~TUREf=-' i 3
DFIRE ~7ISTRTGT S E A''~
WATER PUItVEYUR
A. 5A'I`ISFAC'fORY ARRANGE1vMNTS FOR I3C3MES'I`IC WATER ANU FTRE FLQV4f
tj_MA17F.
AEQLTIREPvffENT5 (HA'4'E) ( A E NOT) BEE
B. F.EQiJIREMENT'S1CC3MMEN"'S:
~
kv"K
WATER DISTRICI' IGNATLfREIT'ITLE DA
C[)UnITY ENGINEER
A PRF..ILTMINAR1' I]ISCUSSTQN HAS TAKEN PLACE AND GENERAY. REQUIRENIENTS FOR RC?ADS
AND I3RATN'AGE HAVE BEF.I+I pTSCU55ED WTx'H 'PHE AFPLICANT.
A. CC]MMEt1T5:
~ 1 oc`~ ~ ~
cl sIGNa~~MTLE DATE
z.;
COuNrY uTILzTIES
A PRELIMINARY DFSCUSSI(JN HA5 `i'AICEN PLACE ANQ GENERAI., REQUTRE1vIEN'FS FOR
SUBMIT1'~ T. DF Ti HIS PRQI'dSAi. (HAVE) {I-lAVE NOT} BEEN 5A'FISFIED. THE I]ESIGNA7ED
WATER PLIRVEYOR FOR THHTS SITE IS
A. CUMMENTS:
SIGNATLTREi'TITLE QA7E
' HEALTH DIS'TRICT A PRELIMIN'AItY DISC[3S5ION HAS TAKEN PLACE AI11P7 GENERAI1 REQL]IREMENTS FOR
SUBNPIT['AL dF THIS PR9FUSAL (HAYE) (HAVE NC}T) BEEN SATTSFIED.
A. CCJMMEA[TS:
SIGNATlREIITTLE DATE
SEWER PllRVEYQR
A PRELIMINARY DISCUSSIUN HAS TAKEIRT PLACE AND GENERAL REQUIREMENTS FOR THE
PFtOVISION OF PUBLiC ~EWER AR]E UNAERSTOOD BY THE APPLICAN'I'.
A. COMMENTS:
SIGNATUREITTTLE DATE
DETEkMINATI4N C1F
l■ Oi\ SIlT 1~ IF.S Cl7. 11' !:r s '11 Dh7 y7Tl
51
'VVAC 197-11-974 and S ectivn 11 .10.230(3)
sPOKArE ErVIRor~MEENTAL oRDI+rANcE
FTLE NUMBER(S): PE-1737-93 VALLEY PINES ,
DESCRIFTION OF PROPOSAL: Preliminary plat to diwide appmximately 11.5 aczes
intv 37 lots #'or single famity dwellings and thvse uses atlvwed in the existinng Urban
Residential-3.5 (L7R-3.5) zone.
APPLICANT: K B Investrnents clo Ramrn Associates, Inc.
104 Sauth Freya, Suxte 217
Lxlac Flag Buitding
Spokane, WA 99202
~ (509) 534-$086
LOCATxQN OF PROPOSAL Generally lacatel sauth of and adjacent to 12th Avenue,
approximately 500 feet west of Pines 1ZQad in Sectipn 21, Township 25Nortli, Range 44
EVVK Spokane County, Washingtvn.
LEAD AGENCY: SPOKANE CQUN'S'Y PI ANNING DEPART1VdENT
DETERMINATION: The lead agency far this groposal ha.s deterrrirtned that it does arvt haVe
a pmbable significant adverse impact on the envirorament. An EnVironmenta3 Iinpact Statement
(EiS) is UQL requfred under RCW 43.2IC.030(2)(C). ThIS dBClSlC11'il W35 mai~e af$eI TeV1eW Of
a completed environnnenta.l checklist and vther in£a€rnadcan on fi1e rvith the lead agency. This
infoxmatiQn is avaiIable to the public on request. This DNS is issued untier WE#C 197-11 -340(2); t1e lead ageI1Cy VJ1lP Ilo[ aGt flI9 th75 pi'QpoSaI
for at least 15 days from the date issued (belvw). Cvanments regarding this I}NS must
be subrni#ted no jater than 4:00 p.m., January 18, 1934, if they are intended tv
alter the T1NS.
1iESFONSIBLE OFFIGIAL: WALLTS D. HUBBARD, pLANNING x7IREC'T[]R
]By: 5tacy Bjvrdahl, Planner I Phvne: (509) 456-2205
Address: Spokane Gvunty Flanning Department
West 102E Brvadway
Spakane, VJA, 99260 ~ .
DATE ISsUED: 1993 ~~GNAxURE: tAT ~ R~~G EIYVIlR~NT'A~. COIYC~NS A~tE THE HEARING.
AFPEAL CDF THIS I}ETERMxNATIC7N, after it taecvmes final, may be made t+a tfie
5FC]KANE C(JUATY PLANNTNG DEPARTMENT, West 1026 Braadway, Spokane, WA
99260. The appeal deadline is the same as the abode project's appeaT deadline, being zen (10)
calenciar days afcer the signing nf the deci5ivn tn apprcrve crz d.isapprove the project. Ms
appeal mu5[ be wI'At~en ail~ th~ ~ppellalli 5h[?illd be prepdred tD d71ake SpeCifiC faG[L1aL C7b]ectlC)n5.
Cantact the Planning I7epartrnenc to assxst you with the specifics for a SEPA appe.al.
'Ihis I3N5 was maiPed to:
1. VVA State Uepaztment af EcalvgY (OIYmPia)
2. WA State Deparnment vf Health -
3. Spokane Caunty Heal€h Distriet
a
Spokane County Air Pollution Contrvl Authvrity
6_ Spokane Count}+ Farks Department
7. Spokane Cvunty Baundaiy Review Board
WA STate T]eparinent of Transportation
9. Spokane Transit Authoriry
10. Central Valley Schonl I3istrict
11. Modem Elecrric Water Co.
12. Fire Di5trict No. 1
r
1~~
~ -
'RECUVEI. f 1 , 4c C-) t-1 ~.r =r '%Jr.
JAN 2 6 199 T101naid FICs ar IE +Caur~I-r ~:~aGe~vE ER A l7iwis~(?r~ cf~ r~ rEf~a~r~e ic Wr~KKs i~EE•n RroIIEr~t
C. 'Fhirmann, 1'.li., CUlinly Ungineer IJenuks MI. Scott, P H., T7ireeWr
SPOKAhi~ ~OUNTY ENGIiVEEF~
~~RE ATMENT TO PAY FrrS
ENa:IN~~~~~~S AGREEr~~I~T N~~~~~ER
lliis agrecrncnt beiween Spcaka¢ie Coutaty artd K & $ Investment: Car. , Tnc. -
. "(i~amc a~fpcrsnn)
~ - '
wlinse inlcrest in the projCCt 'A5 UWner',' -71 c, owucr, agciu-,Elr) _ . r
is entered iatlv this 19th day nF Ja~~arv• ,19 95 . 7'liis agrcciiieiil i~ ~pp1i6a1fle lo tlre projec4
&~lowuz^ as: _ , • . ~
=',Va~~ll.ey •Pines P1737 ' .
~ rn ~
'Ti'1a1.,the itticlivicitMals aziel parl"wcs i3aiiacci lacrciii as Ibaviiig atti iiiterest ill 4ikc abnve ilcscribed prnperly or
,projcct agrce: 10 the Followinb: ,
1. Reiritiburse 5pokane Coiuity for prnjecl rcview aw7d inspect'ton fces as specit-ied in
Cliapter 9.14 of lhc Spr9ka~e Counly Cacl'e. I'Ikc fees wiV'1 bc. Ixased oai actua1 sa1'aty
c.osts iiictarred liy 5pokatzc Cauniy Eor pmjcct r'eviews 7nd J or inspcctic'mr}s nliis a Icii
pcrceiil acl'iniiirslrative charge, ar1d- will Iic biElecl ia1«iith'iy as <iccrucLt. Aiiy' eina1'
laiUing amomits, io iticleadc; aaiy lailc fees or"'aryy crti'aCr cx1acnsCS i11cUrred iri l~~e
ctillccti«n oF an orrerritac acc;ourit unisl Ise paitl priar 1o lltie County"s acceptaincc OF
Ihe project For filing. -
2. Tl~~e tiiiclc:rsi,~ric~l a,~rccs tltiai ilicse fees a~re cliie ant~' p:~yaF~le ii
,~c~ib r~ccipt c~~ t~ie
` billing ^as spccificll aboVC,
3. Aitiy wrxvoices 4lrat paid withl11 30 ifilyS i}f iI1e Il1Y[71Ce datf: WIII be SUbjCc~ed tO 1 Iil'Ie ,
° Fcr: chargif; Of 1"r pcr anonili (IZ,u pcr y+ear) oii ilie unpaic1 bak'ancc oC lhe acccauitii
aiid, at`iy aceriied 1ale F" e:liargcs, lri adrJitionr if aray outsta~~~~ing, balarace on Ilie. .
$aCcOiiilt fOl IIlCS prcajCCt xs ~iol paid wiihin 30 days of Ilie irtivcaice tlaleA twa fii'rllaert
r,eviews nf ,thc projec:l c10CriJUcHlS will be c»1ducta:d until IIia cnlire acc:otinl b•a'lartci:
. is paid. Ariy ba'latycc ou the accoiitiC for Iliis lircyject n«t paid witltiiik 65 days of tlte:
invi7ice date iaaay restill in Iegrul aclioii nr tltc iniralinii oFotttier collcclic~~i proceclures,
iiickwjcliiyg reFcrr-al to a cnlleclican agenc.y, `l7ic Spoiasoa' will he liabl'e for any aitid a'll
expeiises uiictirreci by llie Ci~1iiity for 1~ie collccliowi nE overciuc acCcrUuxls.
4. Tlye monthly billing should be setit to ilye attcrition nf;
. ~~KIE: K & B It1VestTElent Co. r Ia7c.
;ADDRCSS: 319• S., Cedar St.
, OT'Y, STATE. SpOlcane a WA- 99,2C34
S 2xP CaDE, .
, Pr~ONE (509) 456-5462 ~
. ,
1 1yknclersiand tk»t failure lcf pay iE'tesc fees ii7ay resYyll in eic:lay in cnmpreiieygi nr approval of Che,,pr6jedar
alher possitile' sanciioris. " '
If l9iis Fce agrceiiicorl ~s couliridelcci' by somcone nkEier 11tian Ilie Spuonsar (i.e.s the
pr«jicct rawncr or a prii icipal in tlie ftriiv spoilscrrirtig I Ive projeci), sach as thcEaigin ec r
clcslgiiiuig t9tc prc~ject, cEiin writCcrti atiNliorra.atinu froJir iirc Sponsr,r speciNicully
n►ilhoz•ixirig (Iic Ageitl !u execide lltis ~"ce Agreeuiciit is :fflaclacd to ilus Fee
Agr~~~~icitil. K&BT vestment CO.. ,Phc
SrGNATuRr By:
~
, Wi].Zfam J. Ko1l, Pres4ent y '
, (1'Rr N'r MMI-1) -
RErURN' YEUDW cOI"Y TO St-OxANE COUtv•i-v E tvc:[rvt-! 1~, R s -
k1y~Ulagaeer~tc«.~ee 6/20A3 ,
W. 1026 13roatlruay Ave. S17akam, WA 99260-0170 (5(}9) 456 3600 FAX (509) 456,-4715
. r-
- -
a
~ SP(]KANE C()UNTY DIVIST[77N OI+'
B ~JILI~ING AND PLANNI~V'G spp~~~ ~~U~,,
PRELrn~~vAnY PLAT • 2 4
~XTENSION OF TI11~I'IE FdRM LDYqllSl0N [;FgU1LC31Arr.
1111_p~#AFC;
P1acNnmber: PE-1737-93 , P1atNarne: Ualxey Pines
# of Lots: 37 . # af Acres: 17 .5
5porisor• Trunkenbolz & Rohr. PLLC awner• Mortgage FxcYaange Inves ~ments, Irtc.
Address: 12704 F. Nora Address: 2227 Riversade Drive #B
City, State, 7ip:5pokane, WA 99216 City, State, Zip: Mt, Vernon, WA 98273 ;
Phone: (509) 928-41 Q0 Phone: 1-$00-869-7081
EngineerJSurveyor: Diansmare Land SiarVayors, Inc.
Address: N. 1115 P i n e s Rc3.
City, State,Zip: Spakane, wA 9920G _
Phone. (509) 924-9748
'
f . . _ .
PHASED PRE}JECT . .
, {TL7 BE COMPLP-TED QNLY IF THE pLAT IS BEING flEVL'LOPED AN1] FLd+dALIZF-D TN PHA5E5)
# of lats ariginally approved: 37 ,
# af phases finalized ta date: None
# of 2ots remaining tv be finalized: 37
# of acres remaining: 11.5
Pr.EAsE cOMPLETE THE FOLZaWrNc rNFoRMATTaN:
Brieflly summarize the prvgc°ess made, tv dace, in preparing the plat to be finalized (i.e., physieal
construction, bonding for imprvVements, surveying and drafting work, accamplishireg vazious
departmenxal requirements, obtaining ar granting easenaents, etc.)
The owner, Mortgage Exchange Investments, Inc., purchased the
proDerty on January 17, 1997, pursuant to a fvreclosure sale.
Mortgage Exchange Investments, Inc., intane7s to develop the
plat Eaith all reasanatale speed. Infrastructure Develapment
shouTd begin within 90 days. Mortgage Investments, Inc., request's
that the 45 day requirement be waived for the renewal as they j=ast
purchased the propexty, which has been tied up in bankruptcy
proeeedings for many months.
~ ~ ~ ~ ~~~~~~~~~~RVE.YIM-~'
PGEASE RETURN THFS F(]RM ALOI;i(; V4'TTH Oft EXTENSION C1F TIME FEE.
~ w
BEF'ORE SP4KANE C4UNTY I)IVISrQN OF BUILrlING AND PLANNINCIICWVCU
F C~13 19 OW
IN THE MAT'TER OF AN EXTENSTUN )
ar °rIMr REQuEsT FOR FInrDrNGs O~ ~ACT go* ' _ ' "
PE=1737-93,'VALLGY PINES, . ) COT41'CL`IJSTO1YS AND
QN APPRDVEA FRE, LIMINARY PLAT DECTSION
)
'l'HTS MATTER, a request for an extension aftime from Trunkenbolz Bi Roltir, L.L.C. has heen
received and decided upon, pursuant ta Spokane Caunty SubdiVisi4n regulatic+ns {Section
12.100.1 18} and RCW 58.17.140.
FINDIN{GS C1F FACT
1. The indiwFdual signing below has been properly delegated tfie respansibility for rendering
this decision by the I]irector aFthe Spokane County Divisian of Building and Planning.
2. The vriginal prel iminat•y plat proposal r'ras to divicle approxiinately 11.5 acres infiv 37 iats
fDr single family residences.
3. The subject preliminary plat was appraveti by the Hearing Examiner Carnmittee can
Tanuary 24, 1994.
4, The prropQSal is generally located south of and adjacenk to Twelfth Avenue, approxiinately
500 feet west ~f Pines Raad, in #he SE'/4 of Section 21, Township ZS North, Range 44
EWM, Spokaree County, Washington.
5. The existing zoning of the property described in the application as Urban Residential-3.5
(UR-3.5) estabiished in 1991, and previously classified as Agricultural Subtirban (AS)
(ZE-171-55). Pursuant tv FtCW 58.17.195 the propasal daes canform to the requirements
~ of t]ie existing Urban R.esidentia]-3.5 {LTR-3.5} zone.
6. The Carnprehensive Plan designates this area of the preliminary plat as Urban and the
location is within the Priority Sewer Service Area (PSSA). The Comprehensiae Plan
designataan rernains the same since the original preliminary plat approval.
7. Spokane County has established specific criteria £or considering the extensien of fiirne far
the expiratian of preliminary plats, short plats, or binding site plans. These criteria are
found in Sectian 12.1 00.118 (Extensians of Time) of the Spokane Caunty Suhdivisian
Ordinance and have been used as a basis for this decision.
5ection 12.1 00.118 states that F6Thc I3irectar may administratively approve an extension
provided there are no significant change+d conditions which would render filing of the plat
Qr binding si#e plan contrary tv fhe puhlic health, safety or general welfare, and further
provided ane or mare of the follvvving circumstances is found tv apply.
l) Tlzcrt some portiQn of the existing predrminary plat has been frnaliaed since the Iast
extension was grarzted and the r-emairzrng lots would form a aenied develQprrrent
con.srslerat with lhe arigrrzal approverl;
RESPONSE: There has been no finalizaEion of any pQrtion of the originally appraved
preliminary plaf tQ date.
2) That the preliminary subtlivi,siorz, short subdivision, or br'nding site plan remains
generally conszslent with the original Flat or bindlng site plan [hat was appraued, and
the spansar has taken subs[untial steps towardsfrnadizing thePlat ar bindirag sate plan, which shall rncdude one, but r.r no! IimrEed tn, 1he following:
a. surveying lhe lots within the development, {
b, arrqnging for public services to the si1e, 'c. obtainirag rrece.ssaryfinartcingfor all crr a porlinra of 1he prelimirtary suladivision,
short subdivision, ar brradirrg sitepltrn;
cl. !he campletton af studaes or tather requirements which were parl af preliminary
subdrvision, sharl subdivisivn, or hinding srleplan approval;
1
Extension of Time Findings Frle No. PE-1737-93 Page 2
FtESPC)NSE: The preliminary subdivisiun rerraains cons'stent with the ariginal plat
that was approved. The applicant has stated that the prvperty has only recently been
purchased thraugh a fiQreclasure sale and intends to develop the ptat in atirnely
maruier.
3) Tha1 at the rime the prelimrncrry p1a[ crppraual was granted, development of the
propasal was conditirrned upan the excension af prrBdic servfces which are nnt ye1
availcrble. This pravisien shcrll not apply tvFublic rrlilitjv extensian uAhich the project
spansor wnuid normally fund. . RESPONSE: Not applicable.
4} That administrative delays have carused the irrabilit,y of the applicarat to ftnaliae tFre
plert wilhin ihe five (S) year time period.
REPSONSE: N4t applicable.
8. This is the first request far atime extension. The ,total life of the prelitninary pla# has been
approximately three years. , , .
9. The applicant shauld show substantially greater prcagress toward camplying with Sectiean
12.140.118 of the Sutadivision Ordinance befare requesting an additional extension of
time.
10. This extension of time is granieci based upon minimal progress. A more seriaus
reexamination of pragress toward finaYiz1ng should be shown or fi.rture extensions will
likely not be granted.
11. The propasal has been circulated tv all affected agencies and departments for comrnents.
Na additianal conditians have been recommended by the variaus reviewing agencies and
departments, including the Spakane County Divisipn of Engirneering and Roads, the
Spvkane Caunty Qivisian of Utilities, and the Spakane Cnunty r7iVision of Ruilding and
Planning.
CONCLUSIUNS
BASED UFmN A REVTEVi+' of (a) the criteria for appraaing an extensian of tirne of the
expiration date fvr a preliminary plat and {b} the aboMe Findings of Fact, fihe following
conclusion is rnade:
The prapanent has demonstra#ed rninimal progress toward completing the preliminary piati
as evidenced in the abave Findings of Fact, hawever there are no significant changed
canditions which wQUld render filing of tYae plat con#rary #o the public health, safety or
general we9fare. Therefore, athree (3) year extension of time is warranted.
mEcrsraN
BASED UP'ClN "i"HE ABaVE Findings of Faci and Conciusions, an extension of time request
fcrr application PE-1737-93, Valley Pines, is hereby APPROVE, D until-March 1, 2000.
CQNDITI[)NS OF APPROVAL
Those previQUS Conditicans of Approual specified in the Hearing Examiner Cvmmitfiee Findings
of Fact, Conclusivns and Order, dated 7anuary 24, 1994 together w+ith the #'allawing updafied
ccanditicns:
SP[]KANE CDUNTY DIVISI[]N OF BUTLDZNG AND PLANNING (UPUATEZI)
I. The prelirninary plat is given conditianal approua9 far three (3) years, specifically to
March-1, 2000. The applieant may request an extension of time by subnnittirag a written
request approximately tliirty (30) days priar to t11e above expirativn date.
2. 5ubsequent extensions of time will oniy be considered ~ipvn afinding of substantial
crrmplr'ance with Sectinn 12.100.118, of the Spokane CaLinty Suhdivisian Drdinance; '
otherwise the preliminary suhdivision apprerval will laecpme null and void.
i ~
Extension of Time Findings Fi~e Nn. PE-1?37-93 Page 3
3. The applicant shall contact the Division af Building and 1'lanning at the earliest possible
stage in order tv be inforrned of cade requirements administered/enfarced as autiztarized hy
the State BuiPding Code Act. Designldevelopment concerns include: addressing; fire
apparatus access raads; fire llydrantlflaw; appraued water systems; buiiding accessibility;
constructaon type; occupancy classification; exiting, exteriar rva11 protection; and energY
code regulations.
DATEI7 THTS ~P DA.Y C3F FEBRUARY, 1997.
~
Tarnmy Jcrnes
Planner II
Under state Iaw and caranty ardinance, yau ha►re t4e rig'ht tv appeal this decision to the Spokane
County Hearing Exarriiner. Upon receipfi af an appeal, apublic hearing wi11 be scheduted. Ta
fiPe such an appeal, yau must submit a letter alang urith a processing fee, payable to the Spokane
Caunty Division of Building and Planning, within ten (10) calendar days from the date t'his
decisiQn is signed.
If you have any questians, please call the Spokane County Division of guilding and Planning at
456-3G75.
e: Spokane County Division Qf Engineering and Rnads
Spokane Caunty Division mf Utilities
Spakane Regional Health I]is#rict
Spokane Gvunty Fire Pratectian District # 1
Maderm EIectric
Gentral Valley Schaol District
Spokane Cvunty Air PnllutiDn Contral Aiithority
Trunkenbolz & Rohr, PLLC, 12704 E. Nrara, Spokane, WA. 99216
Dunsmare Land 5urveyors, Tnc., N. 1115 Pines Raad, Spokane, VVA 99206
File
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**ReVisi )riginal** ItOAaWAY Il►ZPRflVEMENT i..... _.UAI3WAY IMPROVEMENT INSPECTI+ _ e,dNI}-SFUKANE CUUNTY
Bond No. SLN10142099' .
Spokane Cnunty Engineer File # P1737 - Valley F'ines
KNOW ALL BY THESE PRESENT'S, that `IZ &T, LLC.,`L'hQmas Holland, Nickolas and Margaret ,Danssen,
William and Jscquelyn Jacohs, and Lee and Mary Lov Cemeran (develaper) as °PMCIPau.", and Frontier Insurancc
CQmAanv , a corporation organixed and exiscing under the laws of the State of California. and authonzed to transact a surecy
bustness in the SCace of Washington, as "S[7RMY," are held and firmly bound unt~ Spokane County, apolitical subdivisinn of
Lhe Sidte (1f W35r11SlgtQll, a$ "~~LIGE''.r, u lId the pelW $11131 of
$ 2$6,500.00 (Tva Hundred Eighty Six Thousand I+°ive Hundred and No1100 USI]oUars}
iterxaiaed as follaws:
Roadway Construction: $275,000.00 (Irv0 Fiundred Seventy-Flve Thnusand and Nof100 ilSUnilars)
Roadway Iispection: $11,500.00 (Eleven ',lhousand Five Hundced and N01100 US1Jallars)
lawful rnoney of the United State of America, for tlie payment of which the Principal and 5ureiy bind theinselves, thcir heirs,
execucors, adrninismracnrs, successors and assigns, jointly and severaHy, fiimnly hy these presents.
WHEREAS, said Principal is the developer of a tract of land in Spokane Cnutity known as'Valley Pines (Spvkane
County Y'roject Nu. P1737) and being located in the Sectian 21, Tpwnship 25 Narth, Range 44 E.,W.M., in 5pokane
Gounty, Washington, and said County has requiretl that abond be furaished in an anount su£ficient to pay the constructian
cost of installing to the apprvved gradeS, curbs, sidewalks, dsaiaage cantrol andfor paving of rnadways adjacent co saFd
deveEoprnent, and such ather work as in incideatal and necessary Theretn, as well as all in accnrdance with flie accepted plans
on t~le at the Spakane Cnunt},+ Engineer's Dffice, and 5pokane County Road Departnneni Specifcacions dated April 1999, and
to ttie satisfaction of the 5pakane Caunty Engineex; such improvements to be cumpleted within two (2) years ar 1ess fsom
the date of plan aceeptance unless said time perioi be extended ai the opiion and with the exgressed written consent of the
Spokane County Engineer; and
WHEREAS said County has aequ.irW [hat a bond te furnished in an amount 5uffieient to pay the cpst of canstnaetian
inspection and testing for raadway and storrn drainage canscruction of said developanene, and such other work as in incidental
and necessary thereto, ,aFl in accordance vvith the accepted plans an file at thc Spokane County Engineer's afFce, and 5pakane
Caunty Road Department Sgeci~'rcations dated Aprll 1999 and to the satisfaction of the Spcskane Counry Engineer; such
services to tte eompleted within two (2] years vr Tess from the date of p1an seceptance unless sazd tirne period tae excended
at the option and wzth the exgressed writ[en aocasent of the Spokane Cauncy Engineer.
THEREFClRE, upon faiiure of Principal tfl cnmply with the requiremenLs stated herein within the tune autYiarized,
and upon deliyery of writteu notice thereaf by Obligee to Surety, the Surety shatl malce satisfaction to vbligee to the extenc of
this Bnnd; and.
THEREFORE, the obligadon of this Bond shali be kept in full force and effect until, irt the opinion of the Ob1Fgee,
the requirements herein staEed have teen saiisfied, in which event wriuen release uvill be given by the Obligee, the Qbligee
having scrle nght to grant such release. Surety hereby waives all rights w release Trom the obligatian except as herem stated
SIGNED AND SEALED this 23rd dsy of March , 20 00 .
.
S[JRETY GOMPANY: Frantier Insurance Comnanv
Addre.ss: 101 West Broadw~v #700
City, 5tate: San Diego, CA
, Z:u Ciide: 921nl
• F-3ione (8%) 708-0589./<-*'\
~
. $y: ° i~~; •
T'itle: Ja es R. OlSen Attornev-Tn-Fact
i
PRINCIFAL (developer): 1'Z cYc T. LLC.. I4ickoias & Iaiarearet Ianssen. Vti'iTlfarr: &:secuelvn Jaenbs, an T.ee &
Marv I.,ou Camemn
t1ddress: See attached sienature naae
City, State:
Zip Code: Phone
kkK1V&a)riFnpV96
PERFQRMANCE SURETY ESTIMATE
PROJECT: ►Jalley Pines (PE-7737) NAME: Hahnlgwn DA7'E 09=[?ea-99
DRAfIVAGE 17EMS UNMTS ❑UANTITY PRICE CQST
1}Drywel8 - Type A EA G 1350.00 810000
2} Drywel! - Type B EA 4 1750.00 7000.00
31 Frame wJGrate - Type 1 EA 320.00 0.00
41 Frame wlGrate - Type 2 EA 345.00 0.00
5} Frame wlGrate - Type 4 EA 11 300.04 3300.00
fi} Graael Backfill For DW CY 340 17.25 5865.00
71 Filter Fabric for DW EA 11 100.00 1100.00
8) C.M F'ipe 1 0" pia. LF 24.{]0 000
9y C.M. Pipe 12" Dia. LF 27.00 ❑.00
181 Conerete Inlet {C1) EA 750.00 0.00
11) Catch Basin - rype 1 LF 1000.00 0,00
121 Catch 8asin -Type 2, 48" f]ia. EA 1500.00 0.00
13) 5olid lid EA 325.00 000
14} gwale Excavation CY 705 10.00 7050.00
151 Sod SF 12690 0,70 8883.00
NON STANDARD ORAIIVAGE IYEf1115
11 5idewafk Inlet - Type 2 EA 6 25000 1500.00
2} Curb Inlet - Type 1 25 100.0{] 2580.00
3} Temporary Ecosion Control LS 1 250000 2500.00
4} Clearing & Grubbing AC 6.50 100000 8500.00
5} . (3.t7D
fi} 0.0❑
DRAlNAGE SLJBTC]7AL 54298.00
1 f} Mvnumertts EA 10 250.00 2500.00
17) TraTfic Contrd! - 12th Ave. LS 1 2500.00 2600.04
98) Street 5igns - 5tap15treet N ame EA 5 180.00 940.00
(?THER SLIBTOT►4L 590000
GRApCNG, 5URFEICIfVG. CURB. AND SIREWAL,IC
19} Rvadway 5ubgrade - Cut & Fi11 C'r' 4000 1000 40000.00
20) Top Caurse CY 15,50 0.00
21}Base Course - 7" msn. GY 1704 15,50 26412.00
22} Asphalt Concrete - 2" rnm. Tons 1460 46.00 6716000
23~ Curb Type A LF 7.50 400
24) Curb Yype B Lf 805 8.50 6842.50
251 Curb 7ype R LF 3720 8.50 3162000
25} Sidewalk 5O Y❑ 447 17.50 7$22 50
NOIV-STANDARQ ROA0 ITEMS
1 i 5aw Cut Existing Pavement LF 200 2,50 540.00
2) Utdity Lid Adjustment EA 5 20000 1000.00
3) C.E. - Inspection &Reaord Drawings STA 1700 5430.00 8500.00
41 0.00
GRA[)ING ANa SURFACING 189857.00
CONSTRUCTION TvTAI, 5250,055 DQ
SURETY @ 7 7 0°rb $ 275,060.50
SLIRETM AIVI❑U9lIT *275,000.00
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PC.AN'NIING DEFAR`CMENT WALLIS D. HLI13BARI3. 1J1REC1"QR
MEMClRANDUN1
TO; Pat Harper, Spokane CounCy Divistran of Engineering
Tirn Red„ Spokane Coranty Utalities Departmerzt
5teve Holderby, Spakane County Health T)xstrict
Wyn BirkenthaT, Spokane County Parks & Recreation Department
Ted Trepanier, Depa.rtrnent of Transpcrrtation
Christine Fuestan, SpQkane Transit Autharity
Central 4'alley 5chvo1 ]Uistrict No. 356
Mexlesn EleGtricWater Company
Fire Progecticsn Dastract Nv 1
DeparCmenC pf Eca1ogy
pQSt Qffice
FRC?M: Jahn W. Pedersan, Seniar 1'lanne ~
DATC: November 5, 1993
RE: Prelirninary Plat of Valley Pines with existing Urban Residential 3.5 (LTR -
3.5) Zone
APPLiCA'TION ACCEPTANCE A_ND DES~GN EtEVT-EW IVIEETTPiTC"a
NOVEM13EP 24. 1993 AT 2:1.5 o,rn,
('O[7NTV PLANN1NG {:`(]NFERENCE Rf][7ilri. 2ND FL{7C3Ft
Plcase review the aboue applicatiail anei use the attached APPLICA`rrON ACCF-P'rANC'E Atva
DE5[GN REVIEW ,1vIEETI1vG FOAM fQr yotiis- canii's-ients. The Pianning Department
encouracres yDUr preseiYCe at this rneeting The sponscar arid representative fiawe been
inwited ta also atterld Tf }rati can not attend, please fvru+ard yaur review cognments ozi the
atcaGhed form to Stacy S jordalil for the meet3ng The attached APPLICATIQN
ACCCPTANCE ANI7 DF-STGN REVIEW FORMS will be gpven to the Sponsar at the meeting and
inclUded in rhe Plannitig Depai-tnlent file (so hriiig three capies ta che zzieetir7g) Thanks
for yoLir cooperarion. Tf yoLi have any questians abaut the applicatian, please cvntacc
Stacy I3jordahl af the Planning Uepai-tirsezir at 456-2205.
C. K & B Investament5, c1o Rarnm Associates, 104 S. Freya St. 5uite'?17,
Lilac Flag Plaza, Spolcane, WA 992f]2
Lawrence D Lrnsmore, 1115 N. Pin es Rd , 5pokane, WA 99206 ,~~~3
1-Ott~~chments. A~3plication ~1c,GCptancc ajisi T~esi~;n Rcuicw Form, ProJecz I3csign, Slze Plan
SPOKANE C[31JtVPf ENG(NEER
wtG-Va11e}i Psnes-NQuefnber 5, 199 a
S°%7FST 1t72G BR0A1)Wn5^ At,EtiuF- • SP«K.»._~, GVpSHiZGFbNT 99260-0240 •(509) 456-2205
r
RECEIPT SUMKAEiY ~
TRAIdISACTYOAI NUME3ER: T9302062 DATE: 10129I93
APPLICAATT : Ff A1NI] BINVESTMENT C PHOt+iE-
ADT7RES5: 319 S CEDAR
SPDKANE WA 99204
G(Jt3TACT NAME : Y4 ANL7 S INVESTMEt3T PHOP#E=
'I'RF,NSAC'FIQN: PAELIMINARY LC3t+IG PLAT/LAN17 U5E ACTIC}N REVIEW 6
I]vCUMENT Il7 : 1) 2] 3)
4) 5] 6)
CQNINTENTS : CHECK NC3S. 13 T 7 & 1318
FEE & PAYMENT 5[JMMARY
ITENI DESCRZP'I'IDIJ QUANTITY FEE AMOCfiNT
PRELiMINARY PLATS - L[7YdG 1 200, i7Q
LANL7 C1SE ACTION FtEVW 1 20.00
T6'FAL L]UE - 220.00
TOTAL PAID= 220.00
BAI,ANCE OWING- .00
PAYMENT DATE RECEYPT## GI-iECff{# PAYMENT AMOUN`I'
10I29l33 00012252 1317 220.00
FRt]CESSEL7 gY : WENDEi,, GLc3,RIA
PFiIIdTEI] SY: YdENDEL, GLDRIA
THANK 7CC3Cl
-r-ERiVIIT CENTER PASSPDRT
CJate: Number ~f
f ~
~
Name ~ c_ !C.t ' `s Pnone
U~
Address
Comments:
CUSTQiUIER RC3UTING
Fv~. ~ ~ ~ `
ent I jPLANiJ1NG~eartrrient' I p [ENGIAIF~Ft'S Qepartment ~;;~;'"e
,~IaU1LDING'6e a~ prtm"
❑ Addtes5ing FlAdmin. Excaeption ~ Approsr.h Fermit
11 I3uilding Permit FlArterial Rd Pian Info ~ I=1e>od I'lain Permit
F]Cocte lnfarmation ❑ Binding 5ite Plan Info ~ Pubiir/Frivate Roads
~ Cornmarcial Refriew F] Cert. vf Exemption ❑ Res. Bldg Perrnit Rev.
Gonferenae 11 Camprehensive Plan ❑ Siie Drainage Info
~ Energy Code Info FICflnd. Use Permit ~ Su6riivisian Review
~ Fire Safety Review ~ Nvnooaforming Use ~ [3tility Permit
~ Manufactured Home ~ PerrnitRevierv ~ Zone Change Ite►+iew
~ Mechanical Permics ~ 5horelines Info ~ tor~ N~~ ~~•~~~U~
F1Odier Fermits ~ Shvrt P1at Info ~N[7 RE~ D
ovie r, Time aut
❑ P1nmbing Permlts FI5utsdi►+ision Info
/
F]Private Rvad Info ~ Temp. Use Permit nlJ'fl LI71 E~ ~repartmers~ ' ' , •',,~'~s• ° ~
~ Ttesidential Review ~ Variance Agpl. 11 APA Payment
~ Sewer Permits ~ Zane Qteck F]Cert_ of Exemptian
n F]Zanc Info ~ Subdivrsion Tt~.wicw
n F] IICILIDISewer Info
F] R ❑ 7ane Gliangc Rcview
F] n F
n ~ Na I'JEF 12l'QUIRE f) ❑ NO REE RE-QCIlRED
ReViewer Tme oat Rcviewer Time aut Reviewer 'Iimc lout
I i I! I 1 I I I
MA.STr-WASSP0R1 CTR 11i&T43
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ENV1~~~~~~~~ ORDINANCE
SECTION 11.10.230 -1~
Ramm Associates, Inc.
South" 1 Q4 Freya
Suite 217, Li].ac Flag Buildinr;
5pokane, Washington 99202 •
actober 1993
(Revi.sed December 2, 1993)
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, t,
;~A[ 197-11-96m1 Iection 11.1o.2~ilq
, Envirar+yeneil Chrckllsx
rfle ma.
Turpas• of Cheetillst:
Thr State Enrfranmrnta] 1olfcy Aet I3CYAY [h3pter 17.27C RCW, requlrrs ill govsrnm*ntal agrric9et to [ansSder the enrfrvrmntal tapi[[1 af aprapasal
bsforc +ak1nq hrelsSona. An fnrlrontntal lmy+ct S[ateiren[ (t15) must 6s prepared for a1l pro-pa}als xlth prn6aClr S1gn1l9eant adrerse fmqacts on
the qcullty af the enrlrarvwnt. T'he puf'Rnse a} shlt the[klist Ss ta prprldr informatlon ea hrlp yw ind the sigsncy Sdrnt9fy SRpi[tt frpra ypur
prepoail (and ta reducr ar avold tryacts fror the proposal, 1( 9t ean 4r donr} ind to Ae3p the sgency det4dr vnetner an Li'S ls rrqulred.
IA1CP1fGLCGnS far Apqi4eants:
ThIs enrlrarmAental [hr[ts1lst asks ynu so descriFse ame Gasic 1n(o+~natlon +bput your propesal. Gorerrwssnta] aqenctes use thls chcek7ist to GeternSnr
rhetheY the envlrrnldrtnial ImpaCLT of yWr prapniyl ae'e ylgnSfi[anL, reqvlr9nq preparaLlan of an Aniret the qsxlTlOnibt1ePYy, vlt'h the mpsS
pre[1se fnfvrwailon &na+n, ar g1ra the 6est 6ea[rip4lon yT+u csn.
veu wust ansvrr r+ch qvesefnn accurairly and Csrefuily, ta the 6ast af ywr knw]sdga. 3n tnast ttses, you shpuld be a41e to ans++rr the questlons
fram 7ovr a+++s ahtierrot4onti or prq kCl p1ans rlSnwt [he nred to hirc experts. lf yQV tiaI1]+ d6 not knov the ansrar, or df i questlon does nat ■pply
tp ypur prnqal+l, vrlte 'da not knvr' or `daes npf tpplp.' CCarplrte +nsxers Co the qur=ilans nor way arnfd unre[rssiry delays faeer.
Sasr qvestlons at4 abcw+t govrrnownCal requlatlorts, -such ■s [onlnq, sharrllnc, lnd l&ndnark destgnaL9pn5. Anfvrr fhES4 qurss4pnti 4i ppv [an. If ypv
have pro6len, the gorarrrerst&l apencles [an a-sist yw.
Fhr [htCkllsT qve3tlo-ns applylio afl p,rti of yauP praposlS, arrn Sf y0u f711n L6 de SheiA 4ver alprrlod af x4ne ar on dlfterent parceli land.
Atta[h any addlt9onal lnformtlen tTai rllf des[riOc yaur qY4pP3aS or 1[s enrlrnnr.enSa1 efTe[i3. Thr rgrney ta +ehSth you au4nlt 4h45 Ehe[klix4 may
f3k ycsu ta rxploin pvur ansrara er prorlae additluni! Indanutlon reisoru b1y rclrted So deternining if therr Puy Dr sSqnlflcant ydrersr imwzt,
° liae af CI+e[t1S54 f3r r+pr+CrV}iCt PrQRa"ls'
Cmple[e [h1s ehe[k11sE far nan9rroji[t 4ropos+lp, rven [hongh questfont aay be insxrrad 'daes not soy]y'.
1?I AitDIT]DIS, eraaplrte the 5i1YlLfTSEMTAL SFiCCT FOR KOYPROJEGT F.CTIUxS{Part 0).
Far nurypra}eCt actleds, the rafrrrnces 1n the CheCkllst tD the rqrny 'prn}erL,' 'ippStCSnt,' ind 'arqRerty Qr 41te' =heuld be read +s 'prpppaal,'
'prupaser,• and •aIfected ywqraphle arri,' reipr[tlvrly.
A. EACnE]t0i7K0 ~
1. tiads af pe^ap43rd prnjsCt. If iAPl9Cao1t' va1.leV PlMS
•
t. r.at or Appi ic,nR: K & B Tnvpstrnpn~q
7. Address and phone nu+4sr af applScant ar cvrseiet person. RA Ac:fi r. C'n ~at-}4y RaTFffTI i
5uzte 217, La.lac rlaq Bldq.
5091'534-80$6 S. 104 Freya, Spn3cane. WA 99202
A. Date rhec'4iist prepared: Q I
5. Aqen[r rcqueatAnq chrskl9st:p P rni-inty Planning t-
}
6 Proposed tla9ng vr schecSu1r R1nc]rvdlnq phasSny, 1( app11[shlel: 'Riiy ]r-?ir,r-r-Umr, wzi31 3994 199 ~ _ 7; 1
hl ra'Ll[-1 t ~
~
may hp ~~mpd in ~If thzs oGCUrs the eastern portion I
would }ae develaped first. E
I
1. a. 9a pou hare aar plans Tor futurr sddlt4ons, expansSon, ar lurtrirr act4rlty re3ated t❑ ar Co+neCYed r1[h this propas+i? [f res, ea.pSifa. I
. i
b, 4o you nrnr or hare optlans on 1and nearhy Dr sdficent esr thls prapasil3 [f yes, rnpla3n, !
IVO ~
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S. Llst +ny env4rnnrsneal lnforn+itlnn you knor libauS trat hat hwn prepar+ed, or r111 6s prepikrcd, dlrettly relatcd to [h1s pr-ipas+l. I
A~r~rRr~ ~
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Rer.211188 l .
E 1737.,-93
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SENDER: • r • O ■ DELIVERY
■ Gaanpl$te items 1, 2, and 3. A4so complete A Sige" -
dem k iP Restricted QettVery is desired. x Ci Agens -
■ Prirrt yaur name and addregs on the rsversa 11 Addressm
sa that we can return tha r„arci to you. e. Rec~~ved ey [~m~tvam~ C Qate oT Delivery
• Attach this csrd ta the back ofi the mailpiece, ~3 ~
❑r an the front if space permit,.
d. Is delrv~y eddreas d~Feent Srom iten 17 0 Y~
1. ArGole Addressed tn: If YES, enter de{ivm}I addrom 6efaw. ❑ No
i, - -
~ Chester T. Lackey, i I
S.P.Q.A
900 C3u pnnt St 3. ~ice rrpe
; BE:I lir~g FTa ~"I, 1NA 98 225 ~ R~i~r~ ~ 3itRetu eoefpt for Merthandise
- - _ -J ❑ fnsurei Mail ❑ Co p.
4. Resftfcted DeSivery7 pft Fse) Yes
a{r►~ns~srrmmservtcrtat~f p~~~ ~d0~ 05~4~ 2739 i
P5 Form 3811, February 2004 Domestoc Retum ReoeEpt 102595-0244-1540
Fs• . , . - • - . - . .i ~ ~ . . . _ -Y•C
NiTiERITATES POSTAL SERV[CE First-ciass nnaii
Postaga & Fees Pafd
" LfSPS
Permit Na. G-1 t1
• Sender: Please print yaur name, address, and ZIP+4 Irr this bnx •
- - - - - - - -
~ Gity af Spvkane Valley i
~ Attn: Allan Jacksnn
19 707 E. Sprague AVe, Ste 106
Spokane valiey, w►a 99206-6124 ,
~dGtFv'T
. ~ ' Z.. _.l scF~.~'r.i.,r_ . . _ . . r.~~:.. ~
A. Mczctcrren teoeciOu.dy
T. Oa yicw imw v}ySfue appl:taciosu a I[p; Lar Carirnasrn[ak ■ppro.■ka n( oLfyr propo"do LIr ■f[.tsin( CM prapeicY [aYarrd 57 rwae
. Proooia,1'. 1f yaa, etrplaio,
No
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f'
10. L.lat an7 gorAirnusant •pptorali or paraf![, that uill ba needad [oY yuur propeaal, 3[ lnnvn.
Prelzmanaxy talat and fina1 plat apprcaval and necessary pezmits f6x water, secaer, ;
roads, and bui.ldings.
II. Ctr: a SrSrf, [aa04i■ dsac[iptSQn af ywe pTaqoaal, TncIud[ng chr prapogod un+P +nd t'h+ ■ix• af t1'+ pzajgc[ ■nd ■[4r. 'liac4 af't ssrKr+l
qw oclaea IA[er ln chSa clrtkliot t!u[ asle yw to d.scrL64 [i[irSn ■.p.c[+ e! ouc prapa+.l. 'Fw da no nesd to r e.~a[ [kos +n~~era on SAEe
P•z4. `r►`+r^~,casa7 itu"liidas~~r€~limin~,r-~r r~f- r~f~7 ~~n lt~ ~-f~ r,2_9;r11-1a`l ,
1 r,ts on 11 S acres zoneci il'R--3. 5. Averacre lot size zs 10, 500 square feet, wit.h a
net density of 3.7 lats per acre. Lot access is provided by Fex'rine and
Whipple Road,'.Rabie Couurt and 12th and 13th Avenues.
Z:. Wca[Soo oC cFo p[vpossi. Gl+rt ■uf[i[44nS Sndaeaalion [ot a p*[van to und4[a[and ch• prccS4■ lo[rtlvn q[ 7aur psepomed pzaSr[[, including s
sce~•[ addeToa. Li an', ■nd +escien, ieu~u hlp end fang.~ 1i knovn. 4! + propoul vwld oseur qred a rangr o[ a[ra, pin.tda Chs rsnS• yi
Qaundaclra cE the alL4(i). rCarth• a l+=i1 de.[ilp[lon, .l[• plOns •L[lrtlty up~ and topa=ssyh3C w+p, 11 Yeedona6ly ■va4 L ble VhiI• rw
.MrFid ntr+la ■np p1ans s~juSr#d Lt r.ha ap nty. 70++ +r. noi riqu4red to dvplicato o+p+ ar dr[all.d plani .uhs5tt.4 vSih any yrrulc •ppSicatSon
Crl,+Led to [M■ ch+cklYW[.
The praject zs 7.acated in the 5pokarie valley aust sauth cat 1?-tn Avenue, wesc
nt Eines Road. west of Whiviole Road and east of UnaQn Road. This area is located
i.n Sectian 21, Tokmshi.p 25 N., Range 44 E. ,W.M.
o
13. Ooem ehs yrogapss acClOn lYe V1Chln the AGullea Se M 3[[ve Rsee [ASA]s `ha 'Ganrr+l 54vsr Se Mce drr.? °hr Prlor[ty Scdsr Srrrire Afc•' -hs
Ctty o( Syo'4an.: {5e.: ipahant [aun[y's ASA OvcrLay Snn• Atls. Fot Laundrrlr.7. ASA - Ye5 ; GSSA - yeS ; PSSA - ]+'E'.S r C]_ty - i1o .
~
:17 M1G CaKn.x'1Cp ai JlfrLtCAXY
6. L]i'ttll4^C4'~JLL 'Li.77iM'S '
Lvalua[ten iar
° A=ency Ua■ Onlr f
a. Crn►s4l dascElptian ai tNe ■l[e (eLiela anq)i [la2, iolltng, M'13y, ste•p s1ope@. evuniflhw+, .
oclrer o
F],at !
'Ih+[ Cs [hR oceeped: ~:v~r va :1r +[t• (apprasf.pa[■ peceanc •Laps)', f
r
T-+ESS t13ri 5$ • ~
(aqn8 oa chr~ ■TY■ (!ar •7uopAr. t1ay, s+e4. 6i;raT, ge41. wuct]•. J 1
C. 'tl+ic ~.n.eaT c7Ra• a[ +otle ar4
Il yw k.nuti rhe claoalf[tac[on a[ r`Pleul[uqal ■alls. ■pacify ih4w ■nd naso any grlmr f.ialand. i
' J'`ee att['1L'}1ed
ATr chsrs 5YpSscr (Ad1caCions CS h[s40ry qI uruLahY• saCTa Ln 4h+ Soiacdla[• vicinity? L'l so, ,
d.
No ~
2 0 ~ ~o
P E 17 ~ 7 9
' tRKrxt QRnix,~c[
° [u,kC 147-11-960) Ssetlan 11.40.230111 sP~He ernr
0. CMY[R4MSElfTAL ELEriEiCTS(contlnurd} -
Cralv+tlon For
Aqency Ilie drrly
r. 4sicripc the purnnsr, type, ind approxinete quaniltSes Of any f1131ag or qrading prapased.
]fSdiCitE SoYrCf of f 111.
S r ~
£'e attaChed
1. Could rrasfon occvr ax a sesult of cle+rtng, construCtlen, er useT lf io, yenerally dcszribs.
SEP_ attr7C'~lE?C3
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g. RbuuS rf+iji pereent eP the slte VfSI 6e [erered M1th toprrvlous svrfzees ilter prvjrct CQn9SruC-
[tgrr (rar raample, +sphalR ar butldin9t)?
~
Ap~roximatelv 36 % of the total , area ~zf-imai-pc7 tn r~ caverecl by i.mpervious surfaces followinq tinal buildout
within the site, ~
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h. Prvpased +easnret ta redsrie or SOM1TTAI erosian, or other 1mpa[ta ta thr rarth, 1f any• ~
See a ttaChL'd t
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4, Uhai typs af drlss9ons la the a9r wculd resu][ frpm thr proposal (1.e., dust, au4rnNa411e, odors
lnduitrSA1, rwE w.aLr) during spnttru[[1cn and +ehen the peoSett 1g cc+eqfeted? I! iny,
. genrrally descr9de anE glve approxlmatc qusntltes if knorn.
See attached
h. Are there any eff-sSte sovrCrs cl e"isxians or odar tna[ nry affec°t ywr Qrvpasait 11 sa,
yenrrally desCriGe.
NO
C. Aropoied atasures La rrdurr or canLrnl eafyslons or othqr 1+rpaCis to alr, 1T any:
See attaChed
ukvER + 1 f e
Suri~ce: -
(11 ls tl+err any surface r+ter body en ar 1n the 1msdlatr r6c1o4ty of the slte fnc3udlnq year- round and seiional fLPNnt, t31tra4ar, lakes, pands, reilands)d 1f yes, deacrihe type and f
prar4Ee nowrss. [f approprfats, attte rhat strsar ar rlver 1S f7pwf Inta. i
No ~
IJ
(2) Vlll [hr pruSeet repuSrr Any reorls arar, Sn. or rdjaeent ta Er1lhln 2W feetl ihr aescrl6ed
rr1C4P5T 3f yrs, pSease daacrt6e and sC;;Ch ara11Fb1e p3ans.
No
3 P E 7 3 7 m 931
• 3P~CA7fC L)i'9F1S~N~{LtfSA(, BABIiIA.fiCL
{^,rht gq]-11^464J S.tt6nn 11,10.7)0
5. CliVIAb!{.YLtET11L ILL![LE{-5 (canelnu T -
Lvaluaclon For
lgency Um■ Only
LaCineie chr amcurt[ a[ flll +nC dradge naCmri+.l Chat vculd be ylaced 1o ar rtmavrd SseM the
our[aca vas4r vf vetlrLndO and indfeae• [h-i Atia o( the aft& tFat vdsld 6e alfec[ed. Iadici5a
SA• imst• af fill oa[dTLa$.
Qo€?S I'lDt: aC1Dlv
r
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f
1
I
i
~ (L) Vtli [hm prnpa.+t requlr. .ur(a[• wter witkd nwla o[ dlvrrmIn"T Gfr. a :@n@e+1 A4pcfSp-
[lon, puign.., and approseina[■ quan[1t1.s, 4[ Scnwa. N0 •
i
(S) Oa.• 2hd proposs1 1t• vith;n o IGQ-p*&r [Yood plr6nE E! •p, nv[■ loea[!on vn LAf at[r plan. ~
Nn
{yj E9ony tho prape wt Snvnlve anr dlaehar3.• at v+it• naCrClal■ Se ove(me+ va[4i@1 Sf +a, '
dricstEa che typ. a[ waat. snq .5[Selp.[e4 voSum. e[ dlsehar;e,
NL")
L. Cround
[1] uSll AtvunSwa[sr be vifhdf+vF4, oe wSSL +ra[ar S4 d[acl'ur`ed Ca gC9YndYa;;Cl Liae =eneeal `
4s.tvip[10n, yurp064, artd app[oxln+atn "n[6tl9a, l[ imvrn.
No qroundwater wi1l be withdrawn. Water will te suppl~ied
ta the develapment by Modem Electra.c Water Company. Storm
water wllf""be ca-Me araa ponasn-tn--gm-.sx ~:,walCz:, cL-ccrrda,ng ~
tc~ ~e County „208" program and disposec3 af by infiltratian ;
~:tTCS. nce. g~r~iiF-q
, i[ .11T b+ dleeharsad in[a thr `[aund lVa. .rpiit e+nko ar oih*r ~
saaleary vaau [reat~n[ lacdllcp. Bescrlbe the tsneeml ■ise o[ ['he iratm, thq nuayer vf
hovoro ie ba mir+e4 {5i appSlca6lo) ar the numb.i at pervons eh• aystan(a) art esqected So ~
9jje d~v(-l,Qment wi].l be sex-ved bv the 5pokane Caunty ;
~
Sewer 5}+steJn. • i
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a
i~
{7] 4escrtbe anr srsiast. a[har than [hoao doss1Rnad !vr the ALapv ul od sonliSry vr,ce, I
tn.satled [oi 5he pa[pvs■ 03 dlechafglnt [luEd• 6elaa the Eroua$ ■urIaei (1 uludra Ori[rsr such
thar• lor th• dts,po.el a4 Icarw wacer er drain+iya [rer dloor drSSnn). NIcrlba chm [Tgr o[
■rstrt, the +~nt a[ natrr[al [o L. dl.¢oeaE a[ Ch[auCh [Paa oysce■ and the cyp4s af mrarlais
S.lkrly [0 6r 41wpue4d vl (ln[lud[pR ui~r la1s whtch 7aq~ •nur the ryaie+r lnadw rLsnLSr ihiovth
aPtllo e[ x. arr.ulc a[ flrsll;hcln= astir,lcIIu].
See at'tached
t.
[ c „ill cn"ic.i. . r
) r [rpre(ally oxaEnlc vaiv4n[a or ysExpYrua [u.1a) be seared ln .6avs-
S,COURd pT ItnfeP=FOURd s[ELl=• [f6$af tt •C. Vhy[ [yp4{ and q"ntLCise Of RiLfiLA21 VL11 bi
E[Qr4d7
No ~
~ 1737
PE ~
• (VAC 197-Ll-960) s.cssea 11.10,2300y
~arvIll~?CSLh'C14. ~ (eo~[lawd}
Lr+Sweloc ?or
• -
(5) 'vh+i yra[vcC1re MaFYfis w611 6. [of,4n Ca lv.u[e [lvt l"6ca Qc ■plll+ a( anr chaF.f[+Ia A49rcr v.. Onxr
P[arod oi vre+9 on oSSe vi11 no[ br a1lor4d [o psreLSmcs av jroLndvA[or j[h1e Ip41YEqF wssus.p
ta k.ap s!w wieall w e a[ d19po:Al •Y.cr., dea[x6bed Ln 36(3] sad 56[]J'
N/A
ti
" c v.t.t RunaLl (lntludln[ sEVrw v&cer)t
(1) G.ocrlLa ch+ .vuYCe ai rvcaFB (toaludfa4 .[ue'a va[tx) aqd +r[1od af [oll,silon and 460pa"1
1S .n7 [includ• qua.ncfcle.. lt kna+M]. Yharr 111 chia useer i3nrT Vtfl t'tl. c.ac.r [Lo- laro ~
vthrf v.iero' Sf sa, d4s[f46.
S~ answer to 3.b. (3). 1]ist~osa~. of callected storm water will ke
~
through infiltxation anta the sail fran drainage swales r .
and possibly drywells. - '
- - f
f25 Jill anX [h..sceLba seos.d, AondSrd oc u4@d on tlw s[te [a a lacAtlav r,}y,yr aopill ai
lrak ri11 Araln te vu[fac4 or g[ounSracac nr 2a a atera vacer dLapoeal .yitw dSachac5lnt to
.uil"+tr oi ;rvunnraeert
LVD
(3] Could -.scr wcacia!• rnc.c tpoyntl oc suT[.cs wcrrsT t[ se. Ern.r•lAy dsscr3ba.
N{]
d. rxoya.rd "ssuraa to r.du4t oC [nasieP rur[ac.. gxounE, ■nd rvne[f ratop L.yac[e, S1 .np (!3
t the propv..d oc[ioo 11rr• w6Ehla sha Aau£!.e Sanalielra Rr.s, br •sprc1sL1y [1++r ea ■xpLaioAi'lqnr
v r.l.ctwg co- fa[111C1•a coocr[atns SmctEon• 3b(4). ,36[3), .nd 3e(2) o! [h}■ cluckllstTs
SE2 3~taC1'1ed ;
t
c. r"v-rs
+ '"hrc! or clrcl. crpe o! r•gstatton inued nn th.. it.i 1
i
~ dacI4uou5 [vent alder, uplr, .rpsn, ophe.r, +
X •MeiSle.R [Flf: fST, Grdaf. p1M, o(h.sr, ~
~ +h[uLo. p
Iiaso.
Fi!{LCf•
eTOp or ;raia,
vec ooll plraee, emecadl, huttrrruy. 4u17e°uaA, rkunk e+b6agi, meMv.
r. ur plancs: w[rr LSlly, 4419raNa, htLfaik, a[hap.
oth+r sypem af ratecat[oa.
6. VhaC 16Snd ■nd uaun5 of w=sC+[Tpr rSF1 La irowd oT alcerirST i1es].'l.lE$3t].al a1d
road oonstructzora wzll reqaxre the zemova2 af wild crasses
and same trees.
C. LIoL [~Tsatiawd e[ sd1an=erad ipec1so 'tno%n to be en or naar t1w ■lti. '
None
d. Tropvetd Ia3fds44gZRt, w■ o esS1.• p L aga oe,p[ {o B90 ~re oti&SC.'a~ phnr,cs scaL1pq~
vn [he ■SC., 1I snrl Z~L714~L1a 1 lQL 451i ~~1 1c~~l1 L17~J,~1
a.ndicenous Plants soan after constractian is c-ornplcted. ~ -
~
s P
~ ~ ~
E ~
~ ~ ~
' SPOKa15E E1IVSRGM4EKTAL qR0i3iAliCi
{vISG 147-11-4601 3ectSpa 11.10.230(S]
k. EWROVEh?AL ELM1[T) Econtlwed]
Evaluat1pn For -
Aqency Uss 4nly-
5. AtilliJLS ~
[lrcle any b4rds +n4 +nlna}s uhith hive 6ren flbserved on vr near the slte or are knwrv Ro be an ~
or neLr the a1tr: ~
v
hlyds: hwk, hrton. eaqle. Sanyti4rds, othcr' SparroL+1S■ x'o}.7]_I3S,_phE'c3SaT~~,_2ur31Z ti
mama1s: drer, hear, elk, beirer, o[Mer: ~quirre1'~ ~ , mice '
fish: 6ai3, talxn, trout, hert'1ng, shrilflsh, n4her•_13C22r+
O[her,
b. LSst ang Chreatened ❑r endanqered ipe[1es knpan to be on or nS&r the site.
Not'le
C. ls the sSts pgrt af a Rlgrrtlan route? ]f sa, expl►in.
NO JI
. •r~~~~~ ~ ;
d. PrQpoied naivres to preserve ar enhantr wi1d11fe. Sf iny; a
t
Inda.va.dual lat landscaninQ' may -proyide? ; m; ted w; lri 1; fp
habi tat areas for thase sr.Decaes kolerant crf urYan settings. ~
~
S. EH[RGr Ax0 4,a1URAL aCSOilRCCS
r. Vhet kSnds of rrrerqy [elresrl[, natural qa-, xmd s[ore, solarl wl11 be used So r.o-et the
the [on4lrtrd projeci's en€rqy needs' 6esCrlbe rRet'her Si Yyl} be vird far FeatSng, ++anufac-
Evting, sit. f
i
Modern Electric Water Ca. - wi].l provide electrical
seraice to the F-v(- ls4)meat-
b, Waufd your proJrn yffe[i the pa[ent1m1 use af salar tnssgy 6y adjaceni qroper4lrx' Zf so, j
qeneral`y dtscriEe. ~
The hp-jaht" of `
typica].1.V twc, 5tories. t
C. Wna[ klnds of enrrqy constr°r+t4an frs[vrrs +re fncluded in the p1ans vf thls propos+ld L1at i
o[her praposed relsvrts to reduCe ar CantrCl energy fiq,C$s, ff any:
The high quality homes of thixs devalapment will be
r
-ouzlt zn an energy erticiersr- manner, using quaiity t
canstructi.on materiaXs that wil]. Dromote enerqy
. ;
rn~~r-~ation _
! '
r. tnrsRaro-s[H1,u xtALTx !
S. Are therr any tnrlrQrnenta4 healih hixards, fntluding erposurs to taxic [RCwitsls, rts'k of Tirr
and cxplpsion, aptiSl, ar naeardaus ras[e, th+t [ould octvr as a result af 4his ptapesal? Sf se,
descrlbe.
Nrs
. j
1
~
{1] Destrlbe apeclaY e+ergrnry servSers that miqhC hr rrquired.
Fmer'upncy _ fieriricP-z that wn2i1 r3 b? r ui rcxd i ncIvda . ~
pcalice, fa.re, arad ambulance.
6 . PE ~
173 7 93
(VAC 117-I1-960) 5ecefan 11.10,230(S)
~ S. L'NI~d'1RQ7~1~, C'1T1MNT' (con[inued]
. . Lvaluas4on Tor
EIfVTRC7i7;MM.,1L }ILAI,'ll d4ency Urr dnlr
(con[inu.dy (2) IropoieS rsmmurfr [o rsducs or ccntrol ~n:iron axital healch Fuiarda, [R any:
N/A
6. Nolse,
ia) Vha[ c7y.2 oE nay+. rxiee !n ihr Orra vh4ch iu T aflsct Taur prujec[ {!ac s"ppla: cf.I[S[.
•quSpffrni, ap.racian, atherf
Sma l1 amount c,f t-raffic_nniae 3 sQeo~r~ h~r~ riv o-Y
residential ututs on 12thx Auenue.
(7) +Jhat tYprn and ksrslg of noiye vould Ip, eTea[ed Ly cr a..otS.,[ed +rlih thr pro}stc on a f
•horT'[erv o= . lanI-[rvm Haai■ (foc es.arp'1e: cra[flc, [om[rvc[lan, ap.rai40n, ocher)' Indicac. ~
rM t hossrg nodve uou13 ca.s from th. +S€..
- Spp af t-ar-hrar7 ~
(3) >rogased a.asuv. tn reducs ar [ontsaf wo3•s Espa[ts, yf any;
SE'e attdC}"ted
e
~
8. L1'ID dNQ SHORELIISC USL
Vhag So th. CuTten[ ulr aP [he ri[c snd ilj.cen[ pCnper[lr.l
5ee a.ttc3cr]ed -
b. llay E'ha yYLe bete ueed [or atrl[ulture! Pf sa, des[rSbs.
Limited trec frruit -orodiictiQU~ssociatad caith thP exit-i Dg
residences.
c. p:MCriH. .ny •cruetur.• nn rhR eprd. TbPraArp C17T^T'Pn 7 y _fr`)1
fama.lv residences on-site wxth associatec3 qaraves. baxns. ~
and outbuxl.rLinqs. E
~
d. VITI any +truc4urrs 6r dcvollrhad'. 1i mo, Yhlsh? -Y,ac rlnp nf thp fot7Z'7'_. ~
existincr residences and assrciated structures wall ke '
remtred. ~
_ ~
4. lfhat S• the cv[iont xortin= c3aam{IScailvn e[ chn ■SC.T
Urba17 ReSl4~entldl-3. 5 (UR--3. 5) s ~ .
T. Vha[ L shr eui[rn[ empieharuLrs plan dso!`natton o[ sho r1irS
S[ •ppSleable, vhat [a [he eu[ean[ dha[e1Tne aaa[ar p=vtta■ dao1=nailan a[ 41+. ■SLs7 •
nr~ a
h. flaa any part of Chs •[aa 6s+n clanid[ed ■a ~rnrirem~av[aI17 a.aaLcSw' aceal id @a,
eyselip.
No « • ~
1. Apprasfucely hoa uoy p.ople wou;d lio1d■ or +rork fa LAa eeaplocad prajecfT
A,MMximatDIv 8€3 peQp) P wi - letion
of the 36 residentzal hernes.
o pO
~ P E 17V '
SENDER. i • i • • DELIVERY
■ Cvmpfete items 1, 2, and 3. Also camplste A. Sisnatu"e
item 4 If Re:Ytrlcted Delivery Is des[red. x._- _ C3 akqent
■ Print your narne and address an the raverse 11 Addressee
sv that we r,,an return the card to you. B. Recehred ( nted N~meJ C. a a~ [ssihrsry
■ Attach th€s rarsi tv the back of the rnailpiace, ~ ~~J
or.~3he frrr~t H space permits. I l~~t) l L~~ lal
1. arMAddressed to: D. Is aelivery addrom differen rroR, nern 1? 17 res z-z::
~lf YES, eriier dsltvery addre.ss bekrw. ❑ Na
f
' C'hesterT. Lackey, S.P.U.A.
900 Dupont St.
! Bellingham, WA 98225 a.~~
Certrr+~ Nfa9i 0 ress
egistered Retum RMaleec~efpt fnr Merchandise
C3 9nsurad lu'letll 0 C.D.O.
4. Resfrlcte! DeIldery? Xxtra Fas} ❑ Yes
2. Affid9 Nil1lfW
I 1 ~ ~ i i i , ~@ i~. 00 3 y- 2260V,0001 2 u] • 1 C 8 Q.1 8 I
. ~7i~r ~icam servlcs Ist~!}, ?
tF"5 Fdmi3811! WWuary*[14' + Wmiestic Refum Raodps 102595-02-M-16as
UNITED STA7ES PpSTF1L SERVICE ~ ~ T ~3~t~~l~{~[
~ ~M
3 ~ ermi a
• Sender: Please printr uyy~~~,e/ddress, an3EV?i-~this bx,~`
~ - - _
.
City of Spokane ValFey
- - - --___Attn. Garolyn George
11707 ESprague Ave 5#e 106
5pokane Valley WA 992WI5124~-__--
- --~7
_
~~a ~f,~r„~,P~~~ ~f.~r►1,~~~r~~,~~l~,.,,rl,~1,I~TF,1.~l1~„r1ll~,~sr
(Mtic I0-I1-480) s.sclon 11.1C.25bd1' ",••••~~r"' ~R,,.~,~.~~
5. CNYIRdl~tiLiSLII.. ELiL7fLt~FS (cpptlow ~
, _.ffi1u4t6on Tor
l.g.ncx Ua. dnlr
j. ApproxlHtely luor ranr peaplr rauld tha eorpl,a[ed prajtct dlspla6*1 _&4~a'"'I'"1'r(j_mtely
k. ![opaaed ++iusures to ■void oT iadas• dla,pt■crnenc i,g.es., ,LE enrQ
Removal vf the residenta.al struc'Lure will allaw the
construction of 31 additioral hcmes. ~
1. CGaporsA ws~ures [o ■naue4 [tiu propcdal L• SospaS[h1. vlth ■x1a[i9g •nd prc44c[ed Land udea and
l[ anri
~ See dttdChEd -
. . ~
f
4, IIDIFSIYC
A. AppramLraxsir hvv r.ny uqSRi rwld Q. pcortl4d, i( anrT InS[ca[■ ehe[ta r hiZh-, ■ld6l.-, or
SorSneowe howinc.
The 37 singTe-farnil.y units will primari].v be in the middle
6. 7Cppr-x~"'o,s~.l~~nn~ unSts, ii onr, wru1d b* eiirrlnatedT Ind[cae• vlxthar h6yh-, ■iddFa-, or
lvs+-yncn.. houatns.
(3ne middle-to-ldwer-income sinale-familv residence_ .
c, rsaao..d muou[e• tn [educd or eoni[aS hauein; lrp.ct+, t( any: -
Each andividual lot will ke resporsibl.e for landscapang and ~
creatina a n3.easant livincr environment_ ~
10. AESFIIL7IC5 ~
A. 'u"i+ac Lv ihe [aTle+t hri;h[ v( sny propnved s[ru[turs(o), poC in[1ydTnG antemaMl Vhat i+ Che
prlncdpal ■xamrlar buitdint f.cirtal(s) prop0090
€
Tbp_ single.fam.11.y hnm~--- w' v 7 ct-C,ri P~
Quality eonstruction and rnaterials wzll be uscx3. ~
h 1fh1[ rler■ ln th. tm*Jta[e .lainScr vw;d b.i ■lssred ov- ob•[rvctedl nE a'77'Y1c{~y~°yS~
resi.dential deVelarxnent wil1 alter the present look af the sa,te
by adding streets and additional -homes ta primariJ.y vacant Aro,perty.
C. Nrroogo ae~ .~a ~co ae C]lr7So zil]~t~'b~7 tep~ce ~[p xZ'~7~~.'ct, j
Fach zndividual residenGe wi].l provide rraintenance and upkeep of
their, l o t . Al iuHl,JHPS r'nai 1:'ed fnrthe c1avr-1_QPmeat° wi.11 be
u.Tidercjrourld. -
11. L[cii- p.vo cuxt
A. 4h,c sype o! 1tlhc ee z1+r. vttl rhe psope"1 preducid ')hrc [1me oC dax wauld it uiR1y occur*
r7
b. [auld llyht at `let• [ror [h• llniehad p[ojeci 6a ■saSecp tuzsrd or ZaCaclrio aL[h w1svoT '
N0
C. VhAi ■xistirt of!-s1em swreys u[ i1tAe nY g!+[i wr afT.ct yaur pvayaral7
NOI7e
d, Tropnoed rµ wFru co redvta ar ceatial 1SShi and Zl+[• laytaccs,-Li anTi ~
5ee .~~tqdU~d
~
VE
17" ~
7
sKrcAn rarvzaomcnmu ossoDu:CT
(vpc 147-11-460) s.cczne 11.10.230[1]
x. D~FIxO'lrf~31L LL~1iLXT3 {ca++c!¢u+rd)
Lr+lusclon lor
, . aarrncT u.. unir
iz. "rnruIan
a, whr[ desirnai.d sad latorral ietru[Snaal oppa[cvn[[i+n ar■ Zn tYr 1aed1+C■ rlcSn!'[y'
See atLaChCLI "I~
L~f
I
~
1s, Vauld tM ¢rnpaiad yrajeet 41+pLc■ aay axfatlny aoxr"['Aqa.l ua4a1 If ■o, deoetSba. ~
c. TrcpesrE r.+our.• Ya i.dssC. or con4rv1 1ap.cts nn rocY•.[1o0, insludiftj racru'clnwl oppflisvnl'
tl.• eo he praylded bT Ch+ pro]ecf as' ■gplL[+ac, aay:
NIA
~ t , ~ ~ `'r~~ '1 ~~-'~E ~ ~"J tl,
C"`
, r~~ ~L1t}4 b•' rT'
~
y`
L]. }1P5°AltIC A.ND C9LTURAE. 'lISCSCAYA-IDN ~ S- i lll F E
E. Are [h.ea'm snr plscoa or oh}qtsc Llszed aa or yiopos+d fer u[Lowl, +rac. Or locrl pios4r+a-
etun n=ilcera 9u+a.1a to hq aa or aoxc to ti+e ■'1c+1 Sf mo, s•=•rmllT drKelbs. ,
N❑
b. Gnecsllp dascrlLa •6r l-ndurka or e+id.n[■ o[ hia[e[ic Etch.sainRlcrl, "Saua6flt ar c++ltueak ~
IapoLtm6Cf 'Yoam [p bo ao or o*arL [e Eha atte. t
TherE: aY'e no kww ai taa nf arr_haenl ogi ral __andlsar ,
histozicai significaril-h in this axea. 1
c. tropeyad rwasufso sa ■edv[■ or sontfal irpa[[a, l! •ar: 1
k
att `
r
li. TF,A113T9%'ATi9H t
EdrniLly pub81[ •[etaxo .ed hlZhver• ■ervtnt tha ela■ mad d&i[rlha pfopos.d acs+u to tFrs t
aKleclc[g •[Peec aros,ma. Shoron •is4 pYrn+, i[ an71. . ~
I
5ee attz1Ched S
~
6. +Se• curr.peaT ..x'rsd Lr yu811[ Crana![T Tf po[, rhrC i. [Pr ■pproita+[■ dl.i.oea eo tha `y
vuraos traaais NcaP3 . I
The cl.osest auail.abl.e transit service is located '
a~a~rxunatei c~a e~w~s~ on t.he ~rn~r Q.3 ~ ~~i.sl~ Rd. and 12th Ave.
c . YlGV u p~r aa ~pecr• LL1d c!n ta.p •S■ pfo ac w r~r.oy vd~.l s yvaS.ct • as[a.
SEL e'i~taGhed
d. Vl31 ch.r psoyosal requis■ arl n+r ra+da or ■Cemcs, or lmpror+mnt■ eo wrlrclns rard■ or ■sewe■
¢vi SntluEla{ drS~»T I! +e. geaArelly dascrfbo {Lqdlu[e rhsttr+s gu'61l; oe p[lraie).
See attaChed , .
I
ti[Ll the pra}4cs wt (ai occur La [A+r 1rsmadLs■ '+fciai[y aE] rter, ta11, a[ aLr trmwgasiEtine4
iI w. 14aAra117 As"eibo.
No
9
~ 9`3
- E 1737 -
P
SP~T.SHE Q~4Ik0~QtL1fCeLL 6AJ]flSA71CY
(vRG 147-11-ryb0) Ssct;on SI.90.250
• i• PiV'1Rf7M¢H":AL LLD= (tcnciau__,
L~r.fwcivn lot
' ~ ~ d.yEatr 1I8e 0¢Sy
I. RoW .anr wh[cuSar CrSpm prr day +ewld Lr jenafa[ed by fha ccn¢Yetad pro]ectE If knovp,
lndicat• tilxfl p..k vauld acsu[.
. ~
1. ?SOpffs+d -oup.• (a frBuC• 9C StlR4cva LY+YnFpai[aLLOR LsPaCTl, dt anyl r~~fk
SEe attc~C:~l€~'C~ ~
a
rE-~
15. PU3LSC 5FRVtCLS
a. 9outd ETr prvSse[ caiulT [n an LmC[iSvEd n..d dar ,qullle aerric+• [foe •sarp'1r, (lir pio[lt[ion, .
polSc■ peateetlnn, heaAi,h esr#. Bchaafe, oehrr)l 3[ 2a, Z.noeaslp damerlba.
5ee aktached
1
h, t[apnsed reaau[ai [o rsduc■ ar cenx[el dlfeci lwpa[Cs od pv6flc s+rr1t.s, I• anyi q~ L F ,~~L✓ ~ [
L+
Spc= a1-tarher~
" - • JA~1`~1.~'~~'~ $`E'~i
16 IIrzI4I.-dlS y Y ~
A. C1[[Is ucll![tel, cureenxly ■valla6Ye aS ih. .lt.; •lre[rTci[y, na[ural Zas, .+at.r. reful•
aqvvsee, e.S.phens, manlcar7r oqv.r, srpslc sxsten, osher.
Sf?P_ At"taC"bP['~ ~
b. Z6rasrLL• the usill[1dm [haC ai~l ps'apoead far tA• pseJre[, [ha utLlltp yrovTdln6 ths morrfce and •
Chr -enstay tonoLructlon Atciv'1[leo nn t1+a a4is a[ ln the [4s.edla[e ri[1nSCy ~+hSsh Q.Syht ~
ns~drd, •
~SPP af-taC`}"}[~ i
C. S IGHd?'IIR.L
F
S, eha underoLtnrd, ovsnr undeE th• prnalrr v[ ydr]ury S'ha[ [he ahrra■ Ysoparues ar■ uEa CCYCF1fq11L]1 and cn Lha b4ic of uy knev4rd`r, I @loe
undsia[and lTui, mhau1d iherr L■ any v111du1 aioesp[ementsCion ac w1111u1 laei qi [i+Ll dlseloove■ on er}r p+ct, ih4 a en ur wlthdrav any
dr1sTw1na[6on aT Tonalynlflcartce th+t lt w1yhL taAur ln rellar-cr upan Chlm cFrcklsat.
9.CS: igI Y~ PvoP ~1•n[ K& B.LL'd'dE7T1'sP1YlS
1 1e1ni er :yp.l
rropansn[i ~/L.~ ~ r^'"' Md[e6s= 7`I ❑ Cn - C~-~-~i-
(SICrµLUir} • . ` - .
rnan:: 456-5462 SPCF]CaTIe, Washinqt❑n 99204
rer1on co11p1FCi6t [ar9: RcifCFi3 ASSQCi2lteS. YriC. o.c.: Auqust 1993
rnon.: 509/534-8086 '
r0x sTAa-r us[ nrn.T
L E
5.+a4 ~@ s[al~ ~~r1er af thr •nriranm.p[rl chackLLa[ i/nd a~r prs[in.as LnCora+[PQne cM mca[(a
A. Gnneludra [h+[ tha[■ •re na piohabl• sTpnl,'~ScanS adreTae inp4i[r and reeoamsroJ■ a datrGVlnniien o[ nanslzn[iiee.ne~.
F. Conelvd.~. eh+[ prosahl■ •L`ni[isana +dr4ra■ en.lrona nial i.gaeca do ■as[o[ [ar [he eursr.n[ pYapv@al and t+ca. r nda a nLcllaer3 detar-
s6na[ion of nanaLgat[lc^ac■ dL[h [oodlclana.
C. 66ncYudrm c1uC thrre ac■ pY9b+lYl.4 al`nLRican[ +dv.sr• on++t[omaosal iepae[a anal ietmwand■ a deeoro[nneteo ef v'1gnilicane4.
TliItt6 177L - 375.08
10
P E ! 1 7ft 7 s 0
ENVi~~NMENTAL cHEeKLcsT
SPQKANE Efl[VIRONMENTAL ORDlNANCE
Sectivn 7 1. "1 0.230 (7) Attachments ~
1. EARTH
i
c. SxB- Springdale gravelly sandy Ioarn, deep, 0 ta 20 percent slapes. This sail
type is sorr-Eewhat excessively drained, has moderately rapid permeability, and ~
is low Fn fertility. Surface runaff is slew and the haxard of erosrvn is slight. ~
This soil type makes up the maaority of tlhe site. ;
~
McB - Marbie sandy Ivarn, U to 8 percent s9opes. This sail is somewhat ;
excessiuefy drained, has maderately rapid permeabifrty, arrd is fow ir, fertility. ~
Surface rurraff is slow and #here is iittle or na hazartt of erosion. 7he sail type s
is Ivcated in a small area vf the sauthwest portion vf the site. ~
e. The on-site soils vvilf be disrupted and somewhat displaced during site
preparatson activities including inatiaf sur€ace grading, excavating faundationb, '
utility instal6afiivn, and final site grading. Adequate arrsvunts of fill materials are a
to be Cocated on-site tv balance any grading during cQnstruction activities. '
i
f. Erosivn wauld be very unlikely due #o develapment vn flat terrain. Hnwever, ~
s❑i!s wiff he drsrup#ed and exposed during prvject construction, therehy
irrcrea5ing the poterrtial far wind and water erosion. fihis wauld be a shart-term
impact until site surfacing andlar wegetation is establisfaed. ~
;
,
h. Site canstruction is to vccur during the drier mvnths of the year as much as ~
possibie. Wind ervseon can be cantralled by watering the soif durirrg !
canstructian. Canstruction and placement of an-sifie drainage cvntrol measures
(i.e. berms, ditches, and culverts) wiPf lirnit impacts df water eros9on, if any, ta
the sFte. Ali residential and raad areas occur on relatiuefy flat terrain.
2. p,RR
a. Dust from constructian and earthrnvuing activi#ies, hydrocarban evaporatian ~
frvm prrming and paving vperatiDns, and carbora monoxide emissians from
carrstruction equipment could resuit in short term air quaiity impacts iv the
area. The completed project would intcoduce 34 additional resident6al uhits and
paveef roads to the area resulting in a total af 37 uni#s. The associated traffic ~
wvuld present an insignifECant impact an air quality.
93-049 10l93
- RsV isesi 12193
A-1
. P E ~ 17_3T-931
C. auring cQrrstruction phases, t'he sprayirtg af sails will oceur dur'rng perivds v#
dryness and winds to cantrvl dust. Paved roads will be sprayed vvhere tracicin ~
9 ~
from trucks vccurs during canstructian. Construction debris will be hauled fram
the site and properly+ dispvsed of at a permitted disposal facility. The paved
roads accessing the site and within the sFte will lawer dust emissions in the
area.
~
3. WATER
b. Ground ~
~
(3) 5tprm water run-off will be rnanaged accvrdirsg to the Couraty.s „208" drainage
requirements. The collectivn]disposal system may include the cmnstructian at j
drywelfs to assist in the dispvsal af starm water. ~
~
Run-aff from deveioped areas picks up variaus cantaminants as it passes aver t
paaed sur#aces rocaftaps, and fandscaped areas. Cvntaminant saurces and ~
types may inelude: ~
• Vehicfes - fubricants, hydraulic ffuids, cvafants, rubber fram tices, dirt
carried on undercarriageS and fenders, wearing vehicle components, fuel .
residue, particu9ate exhaust emissions, brake and cEutch fining rnaterials
* Paving surface materEal - asphaat and its decompvsitiQn prvdUCts, '
Partland cement, aggregates, road mar4eing paint, expansian jvint ;
compaunds, and crack fiflers '
* Rtmospheric fallout - depasited airborne materials • Run-aff from adjacerrt areas - silt, leaves, grass clippirsgs, sail stabilizers,
grawth contrcal compvunds
~ Litter - tobaccn and numerous other items
• Spills - ail spilis, gasoline spills, chemical spalls, etc.
• Ice c4ntrof campounds - salt and additives ,
~ Fertilizers, herbicides, and pesticides a,
~
d. ❑ue ta the levee terrain and the site`s sail characteristics, there will not be a ;
rapid rate of run-vff generated #rom tYre site. Any run-aff generated from site ~
develvpment will be accQmmadated by the fln-site grassy swales.
1
1
7. ENVIRONMENTAL HEALTH - ~
b. Noise
~
~
{2) There would be a short-term iracrease in noise generated frvm the site during }
93-049 1 p193
- Revised 12I93
A-2
~ " s
P E 17 3 7
r
construction due tv the operatifln of trucks and equipment and narmal noises
assoCiated wi#h Construcfiian aCtivities.
Cvnstruction ntaise categaries include road and utility development, site I
preparatEran, artd building cvnstruction. Earthmoving equipment which includes
cpmpactors, backhaes, tractars, scrapers, graders, pavers, and trucks gerserate
noESes ranging fram 72 to 96 dbA {obserued from a distance of 50 feet). Materials handling equipment, incluciing cancrete mixers and concrete pumps, tgenerate svunds ranging fram 75 ta 8$ dbR. Pumpsr gB'flBl'atOfSl and t
compressars generate srunds ranging from 70 to 87 dbA, and jack hammers
and reack driBls generate peak sounds of around 90 dbA. ance the majar graund
wark is accomplished, including the diggrng of the foundations and footings for
the structures, the naise peaks that are generated will be directfy refated to the
erecting of structures. This wvufd fnclude hammering and sawtng as we1l as ,
truck traffic which would be hau{irrg the suppiies and materia6s. The nvises
generated fay these activFties Should range from 70 ta 90 dbA. It shoufd be
nated that sounds ariginating from tempQrary sites as a result of cQnstruction
actiVity (which intrude vn residential areas) are exernpt frorn noase restrictions
mandated by the Wash'rngton Administrative Code {V1a'AC}, This is proVided
that these Qntrusions d❑ not nccur between the haurs of 10:00 p.rn. and 7:00
a.m.
Fvllowing the campRetion of cvnstruction projects. Irang-term noise smpacts
would oceur due to increased traffic generated by the development and normal
noises associated with residerttial activities.
(3) Construct+on activities vvi19 be limited to normaR daylight w[arking hours. Naise
abatement measures suggested by the EPA for reducirrg constructivn nflise
impac#s include:
• The use and miaintenance of prvper{y aperating mufflers and quiering
devices.
+ The use of quietest available machinery and equipment.
• The use of electric equipment irr preference to gas, dieseli C}r pil$Uf'T1atEc
maGhli'ler,l.
■ Locating corrstructian equipment as far fram nearby f1D15C sensitive
prQperties as possible.
+ Turraing ❑ff idling equipment.
• Limitatian of canstructivn haurs to c4incide with the normal workday period (8:00 a,m. tr 6.80 p,m.) . • ScFaeduling the naisiest operativns near the rnidd1e of the day and ~
nvtifying nearby residents \rvhenever extremely nnisy work wiii be ;
I
43-049 10193 `
3
FLeVised 121I3 ~
1
i
A-3
P `
E 173 7 - `3
. .
accurring.
` The use of permanent or portable barriers araund point noise sources. ~
r
LAND AND SHOR£LINE 19SE ~
i
,
. a. The site currently consists of four single-family residences with associated ~
outbuildings and undevelopeti areas of deciduQUs, euergreen, and pfanted trees ~
and native grasses. To the west, east, and north of the site are es#ablished
single-famiry residences. 7o the sauth of #he site is the Pines Cemetery. I. `fhe site is designated Urban by the Spokane Caunty Camprehensiue Pfan. This
category's iratent is ta provide the oppvrtunity for deUelapment of a "eitylike"
environment which includes various land uses, intensive residential
derrelo,pment, and pu4lic facilitie5 and services. This project compCies with fihis '
categvey by prvuiding pubEic water, sewer, and paved roads ta the residential ;
subdiv%sion.
7 7 . LIGHT AiVD GLARE
a. Exterior porch lights and priuate street lights wief be visib6e in the evening and'
nighttime hours. The lights #rom the hames and vehicles wifi be typical afr
similar residential deve6apmer►ts.
i
d. Well designed lighting schemes wQUld mitegate many pvtential light impacts of
the proposed project. Light ic-npacts waufd be reduced by using directianal,
nan-giare #ypes of security lighting. '
12. FiEGREATION ~
I
a. The nearest existing County park is Terrace View, fvcated approximateiy ane
mife southeast of the site at #he corner of 24th Avenue and BRake Road.'•
Sulliwan Park and the Centennial Trail are located approximately three and one'
half miles ncrrtheast of the site. appartunity Efementary Schaol is located one,
halfi blvck west ❑f the site, which pravides basketball and basebalR #acifities and,
svccer #ields. ~
13. HISTORIC ANI] CULTL9RAL PREiERVA71O11! ~
r
c. If excavatiorr of the site in preparation fvr constructiran activities reveafs!
€:uidence of a significarrt archaeolagical site, the propanent of this praject will~
corttact the Washing#on State Office of Archaevlagy and Histaric Preservatian~~ and caordinate with them concerning further ae►relvpment activeties in tha# t
v
93-049 1a193
Revised 12143 A-4
~
_ P E 1737-0
. .
specific area.
74. TRANSPpRTATIDN !
a, The devebpment will access 12th Avenue at twv pvints.' just east ❑f Lln9an Road and just west of Whipple Road.
Spokane Cvunty designates 12th Avenue as a tv+ro-Iane, paved acacal access '
street. Pirres Road, located 500 feet east of the site, is designated as aMinor f
Arteriaa.
c. Each of the 37 single-family residences wiEl have at the minimum a double
garage and arrapie parking space in driveways. No public parking spaces will
4e eI'tminated by this project.
d. Twa public roads fPerrine & Whippleg will be extended sauth from 12tYr Avenue
and prflVide access intQ the devecQpment, Public rvads including 1 3th Avenue
artci Robie Court will be c❑nstructed in compliance with County Raad
Standards.
f. When the 37 un6ts ira this develflpment are accupied approximately 353 vehicPe
trips per day at 9.55 trips per dwelling unit will be generated frQm this site. ,
Durfing the a.m. peak hour (betvveen 7-9 a.m.) a tptal of 28 trips will be
generated. Seventy fvur percent of these trips will be exiting #he deVeiapment.
During the p.m. peak hour (between 4-7 p.m.) a tota6 ot 38 trips will be generated. Sixty fdve percent of these trips will be entering the deVe[opment. ;
These figures vr+ere derived by using the 5th Edition af the I.T.E. Manual,
Residentia! Single-Family Detached Housing.
Approximate6y ninety percent caf #he traffic trips will prvceed east ta access
Pines Raad, and trarn nvrth to utaleze Sprague Auenue busonesses ar #nterstate
90. Rpproximately ten percent will prvceed rrvest 4n 12th A►renue ta access
Bowdish Rvad and the Val1ey Business Dis#rict.
g. The public rvads will be paved accarding to Caunty standards. The site plan
has been designed providing adequate ingress and egress.
15. PUBLIC SERVICES ;
a. The additiara of new residences arad associated pvpulativn cQUld resLiit in a 3n
increased demand for fire and police pratectavn. ;
- pf
I
93-vas iN! 3j
Itevised 12193
A-'a
P E 1737-93,
The schoals serving this site are Qppvrtunity Elemeratary. Bawdish Junivr High,
and Universi#y High SchooR. Qpportunity EPementary is located rrne-half bIock ~
to the rrvest of thre sdte. The junic~r high ar~d high schools are ~nrrthin ane and,
❑ne-'~alf miies and would r~ot require busirtg.
' .The prvposed deVelopment is served by Fire District 'Nv. 9. Tne closest fire ~
statAOn is statian No. 1, 1ocated on Sprague Avenue acrvs5 frQm University Cifiy ,Mal9. Response time ta the site fram thris statifln rrvould be apprvximately three
minutes. '
b. The eIementary and junivr hagih schools within the Centraf VaPley SchvQl ❑rstrict
ace currentfy nearing enrolsment capacities. The Schacal District is currently
develaping new strategies tv overcome this situation. These inclucie busing ,
students out of their hvme boundaries to euen put the grade distributions and
requiring deuelopers to pay Voluntary impact fiees #or constructian prvjects and
the purchase of portable classroams. Fire hycfrarats wiil be instaf[ed withira t'he deve€opment to increase fire fighting
capabi9itieS.
16. UT'LIT1ES .
a. ElectrEcity, water, natural gas, refuse serwice and telephvne are available in
areas adjacent to the site. Extension of the public sewer lines to the si#e frprn '
12th puenue east of Pines Rvad will ❑ccur to accornmfldate sanitary vvaste
water. A naturaf gas f`rne and a six-inch water main are located within 12th ,
Avenue. :
b~. Madern E6eetric ►JVater Company vvi61 provide electricity and water Frata the !
prvpased development. Spokane Caunty sewer Efrres will be extended to the !
site fram 12th Avenue east of Pines Rvad t❑ provdde far sewage disposal, ;
Electrical and telephane lines within the develvpment wRll be buried ~
underground. j
,
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93-U49 10193
Ftewased 12193
A-8
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WAOPA ION Frantier Insurance ~ ~ [ - - ' .
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Ssn I]ie , CA 92101 ~~Dr Cf~
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and PrOper handlirtg
hB« mf~Raalu ~ I I I} } `;F$~I q3f SI Igry'{ i]
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, - - - -
a ` SENDER. ~ ■ J~ O ■ r r DELIVERY
IN ~0 CtSmplefe items 1, 2, and 3. ►Rlsv complete A Sgnatura ,
i ftern 4ff ReWcted RsliVery fs desired. ❑ qgern
Print your nar~e and address on the reversa ~ 0 Addresses
sv tflat we Can return thecarc! #o yau, B. Rece3vecs by (Prtrrted nleme) C. [3ata or oefWrar-
, E=AitaCh•3h[S-Card.tp.ttte.bacAr.of,tlla.[rlailpfece.
~ or vn the imnt if spaes permits. _ ° _ . - - - - - -
; i. Articla~ialddressed to: D. Is delnrery ~dr~s diftererrt fresn €tem 17 o res ~
, If YES, enter doIlvety addresa belaw: Q Nv
, - - - - - ' Fraritier Ynsurazlce i
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, Surety Divisinn 101 W Broadvvay, 4700 ~ce
, San Qiego, CA 92101 3.tpg Trvg
WMertffled Matl r~s Mair
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, ~ fr~~ Mafl 0 C O.D.
4,
" - - - - - - 4. ReWmctesi Delivefy? P" Fee1 0 Yes
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1/94 HEC Staff Report far PE-1131-93 Page 100
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- PLANNIIVG DEPARTMENT REPORT
TO: SPOKANE C[]'fJNT~.' HEARIIVC EXAMINER CaMNYITTEE
FROM: CiJ1iRENT PLANNING SECTION
DATE: .]ANTJARY 24, 1994 1
Si3BJECT: PE-1737-93; PRELIMINAIRY p'LAT OF VALLEY P'INES
WITH EXISTING LIRBAN RESxDENTIAL-3.5 (LlR-3.5)
ZONE AND WITHIN THE AQ[]IFER SENSxTI'V'E AREA
(ASA) (}VERLAY 7ONE
1. GENERA,L rNFORMATIadV
Applicant: K & B Investments
clo Ramm Associates
104 5vuth Freya, Suite 217
Lilac Flag Building
' Spvkane, WA 39202
(509) 534-8086
Cantact Piannex: Stacy Bjoz-dahl
Lvca t i on: Generally located svuth of and adj acerat ta Twelfth Avenue,
approximately 500 feet west vf Pines Raa.d, in the SE 1/4 of Section 21, Tawnshig
25 North, Range 44 EWM, SpQkane Caunty, Washington.
Prvpasal: Frehmznary plat tv subdivide agproxunately 11.5 acres into 37 lots
#'or single famaly dwellings and those uses allowed in the E3rban Residential-3.5
[LJR-3.5} tiane.
11. STTE INFQRMA'[`ION •
A. Site Size: Approxirnately 11.5 acres
Gross Density: 3.2 units per acre or approxitnately .31 acres per unit
B. Cvmprehensive Plan
1. Land i]se Pian: The property is 1ocated withi.n the L7rbarz categairy of the , ComprehensiVe P1an and within the Paicarity Sevver Service Area (PSSA).
The Urban categv3ry is intezade,d tv pmvide the opprn-tunity fvr development
of a"citylike" enviranment whrch includes variaus land uses and intensiVe
residentiai development Urban areas will haVe puhiic water systems,
5aI13Caiy SeWeT 5`J5#eYI15, 5[oI'm SeWer S3+5CeI7]$ 3,I7d f7CI1eT pAbIlC wTV1Ce5
aVailable. The Goals, Qb}ectives and Decision Guidelines of the'C7rban
~ 1/94 HEC Staff Repart for pE-1737-93 Page I02
~ -
-
category prQmQtes deveiopmnt within an area where utiIities,
arterials, and communiry facilities ihave already been established.
Residential net densities in the [..lrban category should range tetween 1 and
17 umts per acres. The pnvposed dnsity of 3.2 units per acre is in accard
with the densiry range suggested bythe Urban categary.
2. Arterial Rvad Plan The Spvkahe County Arterial Raad Plan identifies
Twelfth Avenue as a LLoccal Accesi Sueet with a recommended right-af-way
width of +60 Feet. To ixnplement ttte plan, the Spakane Cvunty Eragineer is
requesting 5 feet of dedication along the Twelfth Avenue frontage for this
proposal.
,
3. Caunty Parks Plan: The Spakane {County Parks and kecreataan Plan
identifies seueral county parks, including Balfour, Castle, and arowns Park
within approxamately 2 miles of t~e proposal. (See Item R also).
C. Site Gharacteristics: Single family dwelIings and accessory stnzctures aure
located along Twelfth Avenue. Three si.ngle faarOy drrti+ellings are includeel in the
subdivision and the remaining structurreswil] be rernoved. The remainder of the
site is vacanc and covered wieh pasture,'brush, and deciduous trees. Large animal
keeping may also he fvund vn the proprky.
I3 . Neighhurhvvd Characteristirs: The neighborhvod is characterixed with
both residentxal and nonresidential uses. Single family residences are lacated tv
the nvrth, east, and west. 'I'he Pines Ceimtery is Iocated svuth of and adjacent to
rhe prnposal. Prafessional off'ices and omamercia1 uses are ic3cated appraximately
500 feet east of the propvsal along Fines Road. Qpportunity Elernentary Schoal
is also located northwest of the prapoW at Twelfth Avenue and Wilbur koad.
E. Zoning Analysis: The site and most of the surrounding a.rea is zvned Urban
Residenrial-3.5 (llR-3.5). The arcea east of the proposal alvng F'ines Raad is
zoned Urban Residentaal-22 (UR-22) aO Regivna] Business (B-3). Prior ta the
implernentation of the Spokane County7=ing Code an 3anuary 1, 1991, the site
and suxrounding areas were zone Agricumral (A), Agricultural5uburban (AS),
Residential CJrffce (R4) ancl Commercial'(C), .
PropvsaT: LTrban Resid'entiai-3.5 (UR 3.S) established in 1991, Freviousiy
classif~ed as Agricultraaal Suburban (AS) (ZE-171-55)
North: TJrhan Residentiai-3.5 {UR-3.5} established in 1991, previQusly
elassified as AgriculCural Suhurban (A5) (ZE-171-55)
Scruth: Urban Residenbal-3.5 (M-35) estahlished in 1991, pzeviQUsly
classifieri a, Agricultwal Suburban (AS) {ZE-17r-50}
East: Urha.n ktesidential-22 (CRE 22) and Regivnal Business (B-3)
previflusly classified as Resadentiai Office (RC]) and Commercial
(C) (ZE-41-80C; ZE-3-74C; ZE-51-66)
West: Uzban Resiciential-3.5 (,UK-'3.5) ,established in 1991, previausty
classifaed as Agricultural Subuirban (AS) {ZE-100-72}
I
1/94 HEC Staff Report-for PE-1737-93 - ' Page 103
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F. Land llse Analysis: Land uses in the area axe primarily residential, with
commercial and offices along Pines Rvad. The F'ines Rvad corridor is
approxzmate3y 500 feet to the east and consists af commercaai uses, medical
vffie.es, a credit univn, and some multi-family dwellings. A funeral hame and
cemetery are located south af and adjacent to the proposal. Single #'amily
residences wit.h average lats sizes of 12,000 sqtaare feet are located raozth, west
and east 4f the pnoposal. A public schnol is alsv located northwest af the site at
Wilbur and Tv►+eIfth Avenue.
The pmposal is generally eonsisCent with the neighborhood antE land uses in the
area.
Site. Single family dwellings and accessvry+ structures
Nvrih: Single famiiy residences
Sauth: funeral hozne, cemetery, and single family residences
F.ast: medicaI affices, csedit unaon, commercial businesses
West: - Single farrxily residences, elernenttaryy school
G. Circulation: Twelfth AVenue, wtaich fronts the suhject propeaty, will provrde
access to the site and cannectivn to the intemal roads wIaich wi11 be cvnstructed
within the suiaeiiviisian. Twa (2) narthlsvuth cul-de-sacs, Pera-ine Road arad
Whipgle Read, vvill gravide d'u-ect access to the interivr vf the subdivision.
`X'hirteenth AVenue will also he constructed rvithin the subciivASivn and 1aop
ea51JwBS[ toproVide a ttuough connection to Perrine Rvad andWhzppJe Road. A
third cul-ce-sac wi-U eactend southerty from Thirteenth Auenue and also pravide
access. Aff rvadways within the subdivisian will be established as public right-
of-ways.
H . pesign: 'i'heprelirrrinary plac consists of 371ats an 11.5 acres. As propvsed,
. most of the lvts meet the Urban Resadential-3.5 (UR-3.5 ) develvpment starzdards
for road funtage, tot size, and setbacks. The minimum lvt size an che Urhan
Residentaal-3.5 (UR-3.5) zone i5 10,000 square feeL Severallots alang the
eastern bcundary, as designeci, may not meet the minimum 10,000 square faot I❑t
size. Modifications to these lots will be required during the final plat pracess to
ensure comp1iance with the Urban Residential-3.5 ([3R-3.5} zone. This may
reduce die total number of lvts f nalized. Cvmer Iats will be required to pmvide a
30 font structure sethacks frvm bvth streets, which rnay resuit in limited building
area. (Nrtr, As designed, greliminary plat creates a non-cvnfarming flanicing
street settaack fcr the existing -residence vn Blcnck 1, Lot 1).
l.. Preliminarp PIat I}ata -
Buikting Setbacks: ~ed -R=ired
Frant yard 34 feet 30 feet
F1auhng yaid 30 feet 30 feet
Side yard Not shvwn 5' @ stnry
Rearyard Nat Showm 20 feet
1/94 HEC Staff RepaErt for PE-1737-93 ' Page 104
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Ilensity: The net density (excluding rvacis) is 3.9 units per acre. The propased
net density is consistent with the Urban Residential-3.5 (UR-3.5) zane and
density gtiidelines suggested by the Urhan category of the Comprehensive PJan.
(Nvte: The Urban Aesidentiai-3.5 ([]R-3.5) zone requires a minimum of 10,000
square feet net per lot.)
T. Drainage: A dxainage plan as required. ThYS plaI1 IT'1115t I]e TeVIeWed aFId
approwed by the County Engineer sDeparnment prior to deVelapment.
K. Pnwer "I"ransmission LineslOther Known Easements: None illustrated.
Any required or z-ecarded easements wiil be disclosed during the fuial plat
process.
L. Water Supply: 'Ifie progasal is within the Modern Electric Water Disr.rict. A
water plan shall ha reviewed and approved priar ta final.ization of the piat.
M. Sewage T3ispasaI: A puhic sewer system will serve the proposal Plans and
5pecifications shau ke revieweri and approved hy the Spokarae Cvunty LTtilities
Deparnnwnt prior ta finalization of the p1at.
N. 5chval: The propasal is in the Central Va1' 3ey Schoal District Nv. 356. The
Central Valley Schovl District has respondecl tv the pmposal and has xndicated
that existing faeilities are anadequate tv acconunvdate additianal students generated
hy new residential developzxaents arid requests the applicant be requa,red t4 reach a
vcrlurrtary agreement to mitigate the impact of the project on the schoal district as
per Revised Code of Washington (RCW) 58.17.110. T'his request zs included as
a recomrnended Condition of Appraval.
0. Fire Protec#ion: The proposal is vvithin Fire District Nv. 1. The Fire District
and the DaVisian of Buildings L7epartnent (Fire Marshall) are re,quired to apprvWe
fire proteetion pravisivns prior to ~'inaiizing the preliminary+ plat.
P. Wetlands: Spokane Caunty Wedand Inventory Maps dv nat indicate the
presence of seasonal vr permanent wetlands vn the site.
Q. Cultural Resources: Nvne have been identified.
R. Spnkane Cvunty Department of Parks, Recreation and Fair: The
Spvkane CounryDepartment of Parks, Recreativn arld Fair has respvnded to the
Propasal and has indicatecl that existing park facilities are inadequate ta serve
addatianal residential der+elopments. The Parks Deparpment requests that tkaae
project sponsar negoriate a vvluntary agreemnt to rnitigate the itrxpact on park
facilities and provide appropriate pmvisions for parks as required by Revlsed
Cocle of Washington (RCW) 58.17.110. This request is included as a
recommended candition of apprvval. ,
• S. Transit: TtFe proposal is iocated witkiin the Public Transit BenefiE Area-{PTBA}
boundary. Route #21/I'vventy-Fourth Avenue Feeder provides service near the
proposal,
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1/94 HEC Staff Regort f;rr PE-1737-93 Page 105
zrr. ENVrRaNMENTAL REv~EW:
An Enviranmental Checklist was subniitteci by the sponsvr and was revievyed by the
CQUnty Pianning Department. The review considered the speci~'ics of the proposal,
other available infarmation, Caunty vrdinances, ather regulatians and laws, pa551YY1e
standard Candicions of Appraval, tae Generalized CamprehensiVe Plan, and other
Caunty policies and guidelines. The Planning Department has deterrriined that "No
prabable significant adverse impacts" wauld result fxom the proposa9 being develvped
and has issued a atermination of NQnsLwnificaDgr, ("DNS
The "L]N5" was circulated tct 12 ather agencies of jurisdiction and other -
agenciesldepartrnents affected by the future deVelopment £or review and cvmment.
The "DNS" comment period ends January 18, 1994 and was advertised 15 calendar
days before said date in the newspager, by letter ta adjacent properry awners within
400 feet of the proposal, and by no[ice on a sign posted 4n the grvposal site. The
Hearing Examiner may cansider additional environmental retated testYmor+y at the
public hearing.
TV. PLANNING DEPARTMENT S[JMMARY ANI] REC[lMMENEIATIQN
'T'he preliminary plat is generally consistent with the Urban Residential-3.5 (JR-3.5)
zane's development staf.ndards and prflrnotes the Goals, QbjeGtives, and Decision
Guidelines of the Urban categvry of the Cornprelzenside Plan. The propasal pmuides
far "fill-in" developrnent in an area wxth existing public senrices aVaiiabie iracluding
public water and sewer. The Planning 73epartment recornmends appmval, as
conditioned.
V . CQNDITY[]NS OF APPRQVAL
i. All conditions ianposed by the Hearing Examiner Cammiftee shall
he binding an the "AFplir.ant", which terms shatl include the
owner vr vwners of khe pr[rperty, hetrs, assigns and successvrs.
i i. The cvnditions of approval apply tv the preliminary subdivision
of reeord.
SP(]KANE CDUNTY PLANNING DEPARTMENT
1. The proposal sha11 carnply with the i7rban Residential-3.5 (UR-3,5) and .hquifer
Sensitive Area (ASA) C]verlay Zones, as agraended. AAI.I lvts shall cantain a
rninimum of 10,000 square feet which shall be. shvwn on the final piat.
2. 'rhe final plat snall be designed substantaaTly in e.onformance with the preliminary
, Plat of recaz-d. Nv increase of density or riurnber of lats shall vccuu' vvithvut a
• change of condition applicativn suhmittal and apprvval.
3. The Planning Directarldesignee shall zedriew any praposed final plat tv ensure
corngliance wirh these Find'zngs and Cond'ztions of Approval.
1194 HEC SraPf Report fvr PE-I737-93 Page 106
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,
4. A final piat name,lnumber shall be indicated before #he final plat is t"iled, such
namelnurnber to be apprvved by the Planning „Dire.ctorldesignee.
5. EAppropriate rvad name(s) shafl be indicated.
-C . 1fie prelirninar}+ plat is given conditianal apprvval for thrm (3) years, specifically to
February i, 1997. T1ie applicant may reqvestjan extension vf rime by submitting a
written request approximately farty-five (45) days prior to the above expirafian
date.
~
7. Apprapriate utility ~ea.~ements sha11 }~e indicat~d'an cvpies of the prapvsed final plat.
Written appr4val of uttht}+ easements by appreipriate utiiity companies shall he received rvith the subrruttai af the final p1at.
8. Ttie final plac ma.p sha11 indicate by a clear, dashed line the requirei yard setbacks
fram a1D pnvate, "Tract X" or public roads. The dedication sha11 cvntaan the
fallowing statement:
"Side yard and rear yard setbacks shall be det-muned at the time building pemits
are requested uxiless these setbacks are specifiWy drafted on this final plat. The
setbacks irtdicated on this plat may be varieci frorn if proper zoning appmrrals are
obtain~,d."
9. Three (3) cuzrent certificates gf ntle shaZl be fumished to the Planning Ilepartunent
prior to filing the final p1at.
10. Privr to filing of all vr a parrion of the fnal p9,at, the applicant's surveyor shall
submit ane or more mags autlinei in red of the aTea heing ~'inaliaed. The scale shall
rnatch the appropraate assessor s map scale.
11. The final plat shall indicate yard setback arc Iengths on cul-de-sac lflts which meet
vr exceed the minimum firontage vf the underlyimg xone of the final p1aL
12. A plan for water Facilities adequate fvr danaestic service and fire protactinn shall be
apprflved hy che water purveyor, appropriate fire prntectivn district, Cvunty
Building & 5afety Departnent and County Heakh ISistricL The ageracies will
certify on the Water Plan, priar to the filing vf a fir►aI plat, that the plan is in
canfvrrnance with their respectiue needs and regulativns. The Water Plan and
certification shaE be drafted vn a transparency sritable for reproductran and be
sagned by the plat spansvr.
13. The wat.er purveyor shall cerdfy that aPPmPriate contractual arrangements and
schedule af improvements have been made with the plat sponsar for constructaon of
the water system in accordance with the approved Water Plan. The time schedule
shall provide €or completian vf the water system and i,nspection by the apprapriate
health authoriEies privr cQ applicatian for building permits wit,hin the finai plat. The
arrangements ar agreements shall include a prDvision halding Spokane Coanty arid
the purveyar harrnless from claims hy any lot fpuchasear r+efused a buildang permit
due to ihe failure of the subdivision sponsor to satisfactorily carnplete the apprvved
water system.
14. The final plat dedication shall r,,onta.in the follawing staterrent:
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1/94 HEC 5taff Repart for PE-1'137-93 Page 107
".T.he publie water systern, pursuant tv the Water Plan appmved by county and state
he.aith authvrides, the Iocal ~'ire prvtecctivn district, County Building &Safety
Department arYtl watff purveyor, 5hafl be IIDStaIed 'W1LhXn t115 SLlbdiV1slarZ aild T.he
applicant shatl provzde for ind'avidual dvmes#ic water service as well as ~`~re
proteclion to each lat pzaor to sale of each iot and prior to is5uance of a building
pernvt for each Ivt."
15. No building pmmzt will he issued for a.ny 1at within the final plat unril certi~ied by a
Washingtcan state-licensed engineer tFrat "the water system has been installed
pursuant to the approwed Water Plan fvr the final pTat," 1I3CIUdIrig a 51gFied L1GeT15e
stanp. The certificafivra rnay be in the farm of a lerter, hut is preferred tv be
cemfied on a copy of the Water Plan as a scherr4aric map sI~owisig tYqe "as-built"
water 5ystem,
16. The Water Flan and the aboVe four (4) conditiQns of appraval regarding the Water
Flan rnay be waived by the Planning Directorldesignee upon receipt of letters from
the apprapnate water purveyor and fire protectian dista=ict stabing that sinngle
connections tcr an exisfing, approwed water system will prQvide adequate dornestic
and fire prvtectivn water to ensure 1he puhlic health, safet}r and general welfare.
17. A sutvey 'rs rrquired prior tv the filing of a fi~r►aI plat.
1$. Privr to appravaZ of road and drainage plans, you are requireci ta coordinate with
the llruted States Posta1 Sez,vice to determine type and location of central znO
deiiuery facilaties which may inclnde applicable easements for develapments of
three as more lomes.
19. The Oavner shall4 negvtiate with the Central Valley Schaol District and submit a
recorded capy of a voluntary agreement ma.king provrsions £or public schaois priar
to finalization and recarding of this p1at. The agreement shall. provide a written
description of the 5ubject prvperty to which the agreement applies and also state the
dallar amvurat and any other agreed to mitigating measures.
The Ovvner shafl' also notify any pvtential purehasers who have made an agreernent
to purchase Pzoperty within said plat gursuaiat to the Revised Code of Washingtan
(58. 17.2[35}, that adRquate prorisions for schovl facilities must be made
conditioned an afuture agreement benween the glatcor and schcol district.
Voluntary agreemencs l3etween the Owner and Schcol Bistrict shatl canform to the
requirements of the Revisead Code of Washingtvn ChapEer $2.02.
20. The Owner shal negatiate Evith the Spokane Caunty ParTcs I7eparttnent and submit a
recarded c❑py,of a Voleiritary agreeuent rnakdng pmvisions for public parks prior to
finalization andmvmding of this plat The ageerzaent shaTl provide a written
descriptian of the subject property ta which the agreement applies and alsv state rne
dvllar ammaunt aed any other agreed to mirigatin,g measures.
-The +Dwnex shail alsa nvtify any potential purchasers wha have made an agreement
ta purchase property within said piat pursuant tv the Revised Gade of Washingtvn
(58.17.205), that adequate provisiQns frnr parks musfi be made canditianed on a
futune agreenxu between the plattor ani Spokane County Parks Department. -
I194 BEC Staff Report for PE-1 737-93 Page 108
Voluntary agreements lreiween athe C3wner and Spvkane Cvunry Parks I7epartrrient
shall conform to the re.quirrements of the Revised Code of 17Vashzngton C,hapter
82.02.
21. PTiar to ~'ili.ryg the final plat, the applicant sha11 dernvnstrate ta ztae satisfaction of the
Spakane Caunty Plaryning Depa.rtrnent that the existiag „garage", "harn", "hvuse" and
'i shed" structures located on propaseci Lvt 17, B1ock 1, and prtrpvsed I.ots 17 and 1$,
B1ack 2, have been remaved. ~ -
SPOKANE CQCINTY x3xVI5IQN OF ENGINEERIIYG ANU RCIADS
1. ne canditional appra°val of the plat is given by the County Engineer subject ta
dedzcarion of right-of-way and approval of the road system as andacated in the '
preliminary plat of recvrd. Z. Plans, profiles, and cross-sectivns as deszgned to Councy standards shorwing
propflsed street centerline and curb grades shall be subrli.itteri to the Cvunty
Engineer for apprvval prior ta construction andJor the filing of eaeh final plat; road
- plans to be prepared under the direction of a licensed Pro£essivnal C:ivil Engineer.
3. Drainage plans and design calculations showing the alignrrtent of drairiage facilities
shali be submitted ta the County Engineer far approval prior to canstnicuon andJor
the fling of the final plat. I3rainage plans ta be prepared under the directivn of a
license.d Professianal Givil Engineer.
4, Canstructinn within the proposed public streets and easernents shall be perfommned
under the direct supervision of a licensei engineerfsuzveyar, who shall fumish the
County Engineer with "as-built" plans and a certificate a.n writing that al1
improwements vvere instal]ed to the lines and grades shawn an the approved
canstruction pla.ns and #hat alf d7stuAbed monuments have been replace.d. 5. Nc+ constructivn wvrk is to be performed wi#.hin the existing or proposed public
right-of-way untii a permit has been issued hy the County Engineer. All work is subjeet to inspection and approval by the Caunry Engineer.
6. All canstruction within the existing or proposed public zight-of-way is to }ae
completed prior to filing each fina1 plat, ar a bond in tIhe amaunt estimatod by the
Gounry Engineer tcr cvver the cvst of Gvnstruetivn of unpro►aements, cvnstruction
certification, "as-bu.ilt" plans and rnonamerating the smeet centerlines shalJ be fileci
with the Caunty Engineer.
7. Apprapriate prvvision sha11 te made fhat the following-described property be held
in trust until the canrinuativn of the streets be dedicated ar deeded: a one {1}-foot
strip at rhe ends vr edges of all streefis that terminate or border the subdivision
- baundary. ('I'ernporary cul-de-sacs are required when streets ternvnate at the
subdiwiszon hnundaries,)
8. Individual daiVervay access pernuts axe required psivr to issuance of a building
permit for driveway apprvaches tv the caunty road system.
9. Dedication of S fm of addifianal right-of way along `I°weLftli AWenue is requized.
~t
1I94 HEC Staff Repart for PE-1737-93 Page 109
10. Existing cvunty raads prvviding direct access ta the plat shal] be parred andlor
curbed to Spokane Caunty staradards.
11, All public roads 4vithin rhe ptat shail lae designed and constructed tv Spakane
County stantiards.
12. `x'tae word "aPPlicant" shall include the awner ar owners of the praperty, his heirs,
assigns and successors.
13. The Caunry Engineer has desigaiatezi Typical Roadway Section Number Two,
Lacal AccesS standard for the improVement of all lnternat roads, which are to be
constructed within the prapase.d development. This rviH require the installatian of
36 feet of asphalt. The construGtion of curbing is alsa re.quireti.
14. The County Engineer has desi,gnated Typical Roadway 5ection Number Twa,
L.ocal Access standard for the impravement of Twelfth Avenue which is adjacerat to
the proposed deveiopment. This wili require the additian of appraximately $-10
feet of asphalt along the frantage of the develvpment. The cvnstrucfian of cu7rbang
and sidewalk is also required.
15. The propvsed suhdivision shaH be irrapraVed to the standards set fvrth in Sgokane
Caunty Board of Commissianers Resvlution rTa. 80-1592, as amended, which
resolurivn establAShes regulatians for rcrads, appraaches, drainage and fees in new
CoII StCLICClOri.
16. 'ihe County Engineer has examined this develapment proposal and has determined
that the impact of this praposal upan the existing county rc7ad systern war-z-ants the
ciedieativn of additional righc-of-way and the roadvvay impmvements herein
specified.
17. There may exist utiliries, either undergraund ar cvezhead, affecting the suhject
prQperty, including praperty tv be dedicateti or set aside fQr futture acquisitivn.
Spvkane Cvunty assuxnes no financial ohligatian far adjustments vr reiocation
regaTdang these urilities. Applicant(s) shQUld check with the applicable utility
purveyor and the SpDkane County Engineer tv deternune whether applicant(s) ar
the utility is resporasible for adjustment or relocatian costs and t,o make
arrangements far any necessary wvrk. -
, 18. Applicarat shall dedicate the applieable radius on afl internal raads and Twelfth
Avenue.
SPOKANE CCii]NTY T)IVISI(]N OF U'I'TLITIES .
I . The vwner(s) or successar(s) in ir3terest agree tcr authorize the County to place their
narrle(s) on a petition for the fomlation of ULID by petitivn rnethvd ptrsuan[ w
RCW 36.94, which petition includes the aw+ner(s)' praperty; and further not to
object by the signing of a protest petitian against the formataan of a ULJD by
resalutivrc method pursaant ta RCW Chapter 36.94 whxch includes the owner(s),
pmPertY• PFtC3V'IDED, this candition shail nmt pzohibit the owner(s) or
successor(s) fmm objeeting to any assessment(s) vn the pmperty as a result of
improvements called fvr in cvnjuncrian with the fvrrnati4n of a ULIID by either
petitivn vr resolution method under RCW Chapter 36.94.
1/94 HEC Staff Repcrrt for PE-1737-93 Page 110
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2. Any water service far rhis project shall he provided ain accordance with the
Coardina#ed VVater Systenn P1an for Spakane,Gnunty, as amended,
3. Applicarit shall malce Gonnection to public sewer system. Sewer cannectian permit
is requared. Plans and specifications are to be rerriewed and appxYaved by the
iJtilipes Department.
SPaKANE Cf]iINTY HEALTH ]UISTTtICT 1. The final plat shall be designed as indicated on the prelinvnary plat of record and/or
any attachecl sheets as noted, w
2. Apprapriate utility easements shall be Andicated crn ovpies af the prelirr-iinary plat of
recard for distributian by the Fianning Departmxnt to the utility campanies,
Spokane Caunry Engineer and the 5pokane County Health District. Written
approVal of the easements by the utility companies must be received privr to t.he
submittal vf the finaT plat. .
3. Sewage disposal method sha11 be as authorized by tfie I3irectvr af LTtilities, Spnlcane
Caunty.
4. Water service shall be coordinated through the IIirecror Qf Utilities, 5pokane Caunty
5. Water senrace shall be by an easasting public water supply when approved 1oy the
Regivnal Engirieer (Spokane), 5tate Department vf Health.
6. Privr to filing the ~'inal plat, the sponsvr shall denionsbrate to the sarisfactian vf the
Spvkane County Heairh District that an adequate and pcatahle water supply xs
aVailabZe to each tract af the plat.
7. Privr to filing the final plat, the spansor shali present evidence that the plat lies
wirhin the recvrdeci sez-v3.ce area of the water system prvposed to serve the plat,
8. A plan far water facilities adequate for domestic use, dC1me5C1C lIT'lgatli]Il U5e r7Y1d
fi.re pzotection use sha1l be approved by the waterpurveyor. Said water glan must have been appraVed by rhe fLre proteckion disuid and the apprvpriate health
auch[arities. The heaith authorities, water supplier (purreyvr) a.nd the fire protectivn
district will certify, priar to the iling of the final plat, on the face af said water plan -
that the plan is in cvrtformance with their requhvmcnts and will adequately satisfy
their respective needs. Said vwater pian and cea-tificatian wzl.l be drafted vn a
transparency suztable for reprvduction.
9. The pu.rveyv}r wilR also cerfify priar to filing the final plat on acapy of said water
plan that aPProPriate cvntractual arrangemments laire been made with the plat spansor
fvr canstnacdvn of the water system, in accordance vvith the appmved plan and time
schedule. "x he tinie schedule will prvvide, in any case, for completivn vf the water
syscem and inspection hy the apPTOpriate health authvriries prior to applicatian fvr
building permits withi.n the plat. The cvntractual armgements win include a
ptavision holding Spokane 4:aunty, 5pakane County Health District and the
purveyQr harmiless from claians hy any lvtltract punchaser refused a building pem.ait
IIJ94 IiEC 5taff Report fvr PE-i737-93 , Fage 111
I
due to £ailwe of the plat sponsor to safisfactorily complete the approded water `
system.
10. A public sewer system will be rraade awailabte for the plat, and individual service
wiil be prvvided to each lvt privr to sale. Use of imdividual an-site sewage dispCasal
systems sha11 nvt be auThvrized.
. 11. A statement shalI be placed in the dedicativn to the effect thai: "A pubhc server
systenn wall he made availabie for the plat, and irniividual service wi~l be pravided to
each iot prior to sale. Use oF individual an-site sewage d'aspasal systems sha11 nvt
he autharized. "
12. 'Me final plat dedicatian shall contain the fallowing staterraent. "The publlc water
system, pursuant to the water plan ag}aroved hy cvunty and state hea9th authonties,
the IvcaJ fixe protectian district, County Building and Safety Department, and water
p►arveyor, shall be instaHed within this subdiv ision and the appliearat sha11 provtde
for inciividual damesfic water service as we11 as fire protectien to each lvt prior to
saie vf each lot and prior to issuance af abuilding pennit far each fot."
SPOKANE C{J[]IYTY AIR. FOLLUTIQN CONTRQL ALTTHORITY
I . All air poliutian regulatians must be met.
2. Air pallutipn regulations require that dust emassions during demolitian, cansa-ucrian
and excavativn projects be cantrolled. This may require use crf water sprays, tarPs,
sgrinklers or suspension of activnty during ceztain weather conditions. Haul roads
shvuld be treated, and ernissions fram the l-F-ansfer af earthen material musc be
cantrolled, as well as enussions from all other construction-relatPd actiwitaes.
3. Al1 traveled surfaces (ingress, egress, parking ar+eas, access rvads) shtsuid be paved
and kept cleaza.
4. Measurres must be taken to awoid the depnsitivn 6f dirt and mud hvm unpaved
surfaces ontv paved surfaces. Tf tracking or spils occur vn paved surfaces,
measures must be taken inmeriiately to ctean thm suTfaces. '
5. Debris generated as a result vf this project must be dispvsed vf by rneans ather than
burning (i.e. cvnstruciion waste, etc.)
6. Ald solzd fuel burning devices twood stoves, pe]let stoves, ecc} must camply vvith
local, state, and federal rules and regulatiQns.
CENTRAL VALLEY SGHf]OL DISTRIC'T'
See Planning Depax°#ment condition Na. 19.
SPOKANE C[]UNTY DEPARTMENT QF FARKS, RECREA'T'ION AN'D FATR
See Planning T3epartment cvnditivn Nv. 20.
1/94 BEC'Staff Report fvr PE-1737-93 Page 112
i~► .
- _ - - = : - STERLlP1G-5AVING5= - - _ - - - - _
-VALLEY'- P1NES` L[MITED° PARTNER5HIP' - - _ `=-120=H=_waLr-, 3RD-FWoR= - - 0119L
313'S CEOAR- - ~ -5P0KANE,mWA--9520I: - - - - - '
5P(}fSRNE, WA 992447 . - • - - -
- - - _ - - - - - _ ~ 28-7174i3251- CHE'Ci4 iVC]. -
- - - - - - . _ -
I P,- HUNDRED DOLLaRS- & NQ cEr~TS, - = = - - -
_ DATE AitiAOUNT
0 i f2 3, `9 5
r S?~OK?:?lE ['v7Z.f~I~'Y
'~R 3cX 2155 -
SPE'r KANL` , r"~ ~ ~
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,aVr11OaYZEb &iGunYUqE
118000119118 1E 3 2 S170401: ❑ 4 ?8 200004 74ii'
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Received Frvml~"
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aCcduNT I HOW PAIf]
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SENDER: A ! ■ ■ ■ DELIVERY
• CompletEr itema y, 2, arid 3.A9sv compfete A Signatum
_
itsm 4 If i~sstrlct~i Deli+uery [s d~ired. ~ Ag~~t
■ Frirst yaur name and address on the reVerse x ~ --V-AdOFesseet
so that wa can return the card to yvv. B RecaKfed by (Prfnree nWrre] C 779ellv~ery
■ Attach this card tv ths hack of tha mailpiece,
or on the front iF s,pace permifs. - ~
0. Is deffvery eddrem different firnm tterrs 17 res
i. Articls Addressad W. If YES, erter deliverY addmss telow: 0Na
°
' Randy Nahn
~ Hahn Engineerigg
~ 605 E Ho4land a. ~rv~ ~ Spakane, VVA 99218 Cenifad Mafl C3 Mail
~ 0 Reglstered 7Return R~ipt ior Marcharsdise
❑ fnsuref Nlall ~ a.
4. ResTncted QeCnteTy? ffxtre FeB1 C7 Yes
2. ArUcsaNu~~► I 11i i t i i i ~r-'1i ~I]&3 12~6[~1f610
~~31 ~9611 8~],~~ ~ ~
{TrBrtSfBr fir7m Sen+lce wbeo ~
PS F',v~m 3§11! Fe~n~ar~~r 20t]4 j~ ! E [~o'r~ti~j Fiat~rm F~~ipt y~s5-o2-na-i5~u
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UNITED STA7ES PC]STAL StVd EWA ws' - fV~`a~& s PSId
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• 5ender: Pfease print your narne, address, and ZfP+4 in this hox *
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City vfi 5pokane- 1laHey
Attn: Carolyn Ceorge ~ - -
11707 E Sprague Ave 5te 105
5pakane Valley WA 99206-6124
UFFxCE [)F THE CC?i]NTY ENGINEEIt
Spvkane Caunty, Washing#on
~
°I'o: ±h1,6M ~t6rr~~~+~e~ - ke-Itse trft(S+r.+-r -m '~]•t~e~+~ra~ ~t~d'~Yde~
From: l]eveiopment Engineering Services
RE: Laiiguage far Plat Uedication & Cnwenant.s
Project # P 17 i7 - YALLeq p)r,rC-,S
PLr+rT DEDI+CATI()N:
I3rainage easements, as plattecl aEnd shrawn herevn, which ate fvr the purpose af installing,
Qperating and maintaining drainage swa.l,es and drainage facilities, as conditions vf pIat approval,
are hereby granted to the public.
This Ptat is subject ta the separate ].?ECLARATIQN OF CQVENANT as rec►arded
F= under
Auditar's Dacument No.
which by referenGe is made a part hereof.
{WARNING: The draft covenant must be approved by t5e Caunty Engineer's Offce
PRI(lR #o recording the covenaat!}
pnrwar.aetust`t,rx
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DECLARATiDN UF COVENANT
dALC. S-1 tol►+►e5
In consideration of the appra►ral by 8pakane County tif Plat #P 1731 , fPiat Alame`?
(hereinafter xeferreci to as the "Piat"), undersigned covenants aud agrees that:
~ Spokane CowuCy and 'zts authDriZed agents are hereby granted the right of ingress and egress to, over, and fmm
said easemenrs for the purpose af inspection and emergency maincenance af water quality trgatment swafes
("248 swales") and ather draigage facilities, if uot praperty maintained by che prapezty owner. Spokane Caunty
does not aec.epe the respvnsibility to inspect or maintaun the drainage easements or dr-ainage swaies, nat daes
the Caunty accept any liability for any failvre by the lat owuer(s) to properly mainta.in stac.h areas.
~J The propercy pwners witiun tbLis Yiac shall be held responsihle for keeping apen and maintaining the sunFace path
of natural vr man-made drainage flow over and across their respecuve praperties.
~ The progerty awners wichin this Plat shaU znaintain all water qualiry treatment swales ("248 swales") and
drainage ditches situated on fheir respective gropercies, and any porta'ton of a20$ swal.e situated in rhe pubIic
nght-of way adjacenc to thea'r respectiVe properties, with a perma.nenz grerund caVer as specifie+d on tkie current
agproved glans on file at the County Engineer's Gffice. The groperry owners may insWl appzoveci shizubbery
andlar trees which do not cabstruei the fIaw and percaiation af swrm drainage tivater in the 20$ swaie and
rFraa.nage d'arches, as iadicated hy the curceut approved plans an fi1e with the County Enganeer's [7ffice.
The proper[y awner or his representative shail inform each succeeding purcbaser af all drainage easements on
the groperty ana af his responisibiliry foc maintaining surface drainage garhs and swales witl" saud easememts.
Spokane Caunty daes not accept the responsibiiiry of maintaimng the drainage Gaurse on pzivate tats wittun
drainage easemen#s or floodplain areas, uor the respansibiIiry for any danaage whatsoeuez, including, but not
limited zo, inuerse condemation w any properries due to deficient coa.sarnctian aud ormaanzeuanee of drainage
cor,uses an drainage easemeats on private pmperty.
~ If the propezty owner fOs w rnaiataan the surface path of natural or man-made drainage fIo►v, or the drainage
swale, a natice of sueh faiTure ffiay be given to the property awner. If not corrected within the periQd inriicated
an said natice, Sgokane County has the right to correct the mainteaance faiTure, or have it corrected, at the
expense af the praperry awner.
7~. Any 6usldin$ that is cnnstructed an a Ivt in this Plat sha11 be set at such an elevatiQn so as ta grovide gositive
drainage away from any drai.nage entry paint to the huildin$ (including hut noc iimited to a window well, a
winduw unprotected hy a window wel1, vra doorway). $a1d p@5itive di3.lllage Slla.fl CoIlS15i flf a II].L1]llItultl 51[3pe
of 3°.'a away from the building frrr a distance of at least 10 feet from r]ie building. The lars shall he graded sa
chat eitxer a) ai1 runaff is routei away from the building, and cQnaeyed over the lot to a natutal drairaag€ swale
or agprayed drainage facdity, ur ia} drainage intereepted on the lot is dispQSed o#' oa the lat in an approVed
drainage faciiity. The approved drainage faciLity sh.all be crsnsuucted in accordance wir.h the appraved plans an
' file at the Caunty Engineer's Qf$ce. Any revisions to the apptaved drainage plans must be apprpved by the
Counry Engineer's {]ffice pnor to canstructiaii of said revisiQns.
.
if thera are continuou5 s►►i reatm~ (208 5tri e ared:
8 Driveway aceess permits for driveway agpro ~ ad sysr,ean are mquir-ed prior tv issvance of
a builcfin~ perrnit..'~'ttis ap e con5rr~cted in acc~arclance un ppro►+ed plan on file in the
County ~ngineer' ce.
RE: Urainage L.anguage for Plat Deciaration of Cavenant
Project #
a#7oadptain nzcurs on the Patcel:
9. euelopment wikbi.u this Plat sha11 cranfotat the requirements of the Nationa1 Flood c,e Program, and
Chap r 3.2a af the Spokane County Code. 'f'he lowest ~toas, including base~uene fI r, for arxy structure shall
be co~t~ed in accardauce with the reqvirements of the Spokane County FIra Zflne Regulanans an effeet
ac the nme uilding germit is issued. Ptirchasers• of graperry in ttus sub visiou are vvarned of possibie
tloading or ppnding an.d the of the poteutia.i reqwrement to purcia,ase Flo Insurance. This wainiug shali he
camed in each and every deeci ta transfer vrvnership of any and alI peny wi#hin this plat in the Area of
5pecial Fload Hazard. ~
iQ. An approved gradang pian exisis for Z.ot(s) & , of Biock Grading must corAform to sai.d
plan on file in the County Engin"s Office.
11. 5pokane County does gat accept any resprr whatsoever io escabTish or maintain ingress or egress acrass
the ffvad plain area.
9 the Parcel is tueated in a watersh with nnajar storm er problems:
12. The Fiat is located wiihin a nage basin which has been iden ed by 5pokane County as having stormwater
cunaff pzablems. 5ince s Flat is af#'er.sed bye (3Y 1$ $ CoIdfiC1b11iA ❑ stormu+ater flows, the property owners,
ar their successors in ' zerest, agree ta paz#icipace in the plannirsg an implementation of afarnre basin-wide
stotmwater 7sP eaat system andlor assessment dis#rict. The pmerty ers, or their stlcc~sars in interesi,
agree to parates ~d charges as may be fixed thcc+ugh public f~earifer sez~vice or bene~it obw~ned
by r.he FI g, deszgn, carLsmr.e~oia, maintenance. or operation of starmwa CDIILIDt facLIIfiE'S.
{nNn uAL oR cORPaRATE AcKNawl,EDCEMEErrT}
guhnvdr.caul3Feh94
{ADIVIDUAL ACE{NUWI.EDGEMENT}
(sienaDze)
(nanie)
(sienatrue)
{,oame}
STATE QF WASHINGTaN }
) ss
County of Spokane )
I cerrify r,hat I kuow or that I haue satisfactary evidence that
(and ) is(are ) the pezsan(s) whO apgeared befare me . and sald pexsons acknvwledged that
he(she)(they) signed thi5 iziSmiuenE, Qn vaEh scated that he{she}(they) was(were) authorized co execute r.he in.smameat
and acknowledged it as his(her)(thcir) free and voiuncaty act and deed, for the uses and gurpases stated in rhe
instrumeBt.
DA'TED rhis ~ day of . 199.
NOTARY PLTBLIC in and for the
Stace nf Wasiungton, re51ding as . My
appointffient expizes .
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{CORPORATE AcKr+rvwz,EnGEMEN`r}
ccaRPaRa71oN Na,.ME)
By:
(Tide)
STATE QF WA.SHINGTON )
} ss
Caeurry of Sgokane )
T certify t6at I know or that I have sarisfactory eWidence that
is the person who appeared before me, a.nd said pezsoa acknowledged tf]ac lze(sbe) signed this instrt,ment, on oatfz
stated rhat he(she) wa.s authorized to execuce the instzunzent and acknowledged it as the (Tizte) of
'
(Corporarioa name) co be rhe free anci volnnrary acs of szch corporation, fOL Che USeS a11[L pi1rpDS25 St3t@d in Ehe
itLStlimetli.
DA3'ED tW5 ~ aay of ~
z
NQTAR.Y PUBLTC in and fer rhe ;
Stace of Washington, reszding at . My r
appozmtmeuE eRpires - i
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piJbiWdf. nR,,kDCC93
1
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•
SRpKANE COUNTY
HEARING EXAMINER CCIMMITTEE
a~~~~INGs OF FAcT, cONCLusIONs ANm ORDER RECE#V~~
~ 9 1994
IN'T RC)I] U CT r[) N SROKAKCMNT'Y_E,HfafHEEER,
This matterhas carne 1efore the Hearing Exaniner Gvmmrttee on 3anuary 24,
1944, being cvntinued from January 20, 1994. The rnembers of the Comrz°iittee
pT"e5erii aTe: FP'aff11C Y115e, Chaira Verana Southem and I,unell Haught.
PkOFOSAL
The spansvr, K& B Investments, requests apprvval of a Freuminary P1at of Valley
Fines, FE-1'137-93, to subtiir•ide approximately 11.5 acres into 37 lats far single
fanily dwellings and those uses a1lawed in the exisnng Urba.n Residenpal-3.5
(UFL-3.5) zorae.
FIIVDYNGS DF FACT A1VD CONCLUSIOr1V'S
1. The praperty is generally lvcated sauth of and adjacent to Twelfth AVenue,
approximately 500 feet west of Fines Road, in the SE 1/4 of Sectian 21, T'ownshrp
25 North, Range 44 EWM, Spokane Cvunty, Washirrgtan.
2. The Commitcee adopts the Planning Deparnment Repvrt as a paxt of this record.
3. The exisxang 1and uses in the area include single farnily residences, a pubiic schaol,
funeral hame, cernetery, and CDmmercia1u5e5.
4. The proposed use is cvmpatible with existing uses in the area,
5. The Comprehensive Plan designates this site as Urban. The Urban categQry is intended
ta provade the oppaztunity fvr development of a"city-like" enviranment which inciudes
Variaus land uses and intensive residential develvpment. T"he Urban cacegory proxnotes
"fill-in" develvprnent within an area wtaere urilities, arteria.ls, antl coruauniry facilities
have already been established. Resi+dential net densities in the Urban categrry should
range between Y and 17 units per acres. The progosed density of 3.2 units per acre is
in accord with the density range suggested by the Urban category.
6. The existing U'rban Residenrial-3,5 ([JR-3.5} zonung does implement and confarm
tv the Camprehensive Plan.
7. The Spokane Cvunty Arterial Road Plan desxgnates 12th Avenue as a Local Access
Street, vvith a recammended right of way width of 60 feet. In order to implement
the Arteriafl Raad Plan, the County Engineer has requested ~~""feet of dedicatic~n
alo~ag 12th AVeraue fvr this pmpvs~l,
8. The exisfing zvning of the property described in the application is LTrban
Residentiala3.5 (L]]R-3.5) preuiously established as Agricultural Suburban (AS)
zoning in 1955 and redesignated tv Urban Resideradal-3.5 (UR-3_5) vn January 1,
i ,
BEC arder for PE- 1737-93 Page 2
1991 ptusuant to the Pragrarn to Implemenc the Spakane Gounry Zining Cvde.
Pursuant to RCW 58.17.195 the prvpasal does confornn to the requirements of the
existing zone.
' 9. The prvvisiQns of R+CW 43.21C (The ,5tate Enrrironnaental Fvlicy Act) have been
complieti with and a Determination of Nansignificance (DNS) was issued. The
Committee, after independent reriew, hereby adopts the DNS.
10. The iegal requirements for public norice have been fulfilled.
11. Testimany presenteti at the public hearing included suppart fvr the prelirninazy plat
and conGern regarding property lines and the alignment of 12th Avenue.
12. ne spvnsvr testified at the public hearing that prapased Lat 3, Block 2 may be
subdivided thrangh the short plat process in the future. The sponsor alses requested
relief frvm rhe flanking street setback required ❑n proposeri Lot 1, Block 1. The
Hearing Exazru.ner Cammittee did nrat act on said request as a variance applicatian is
requared to grant deviatian from a required setback.
13. The proposed use will not be detrimental to the public health, safety, marals ar
welfaaa-e especially in 1ight af the conditians xecvnnmended by the reviewing
agencies.
14. The subdivisian pmpasal is generally consistent with RCYV 58.17 and the County
subtiivisivn regulatians, prvmofing rhe public health, safety and general welfare in
accordance with standards estabtashed by the state and Spokane County. The
prapasal as conditionecl does provide adequate publiC facilities as crted in RCWV
58.17.114 (2). More specitically:
a. apen spaces
'b. drainage ways
C. public astd/vr priVate rights-of-way
d. transit e. potahle water
f. sanitary waste disposal
g. parks and recrearion facilaties
h. playgrcrunds
i. schools and schoalgraunds
j , sidewalks
15. ne Comrnittee add.irionally fmdslconcludes:
a_ The existing neighborhovd consists vf existing single family residences and
the prelianinary plat wvuld be considered "fill-in" development.
b. The preiirrrunary plat is cvnsistent with the existing Llrban Resadenaal-3.5
(UR-3.5) zvne and the Urban category of the Compmhensive Plan.
,
HEC Order fvr FE-1737-}3 Page 3
Cf)NDTTIONS DR {CC1NTI1'+1GEN(;rES APgLIEI) T[] THIS APPROVA]L
1. Al1 Canditians amposed by the Hearing Exauniner Cvmmittee shall be binding on
che "AFp1icant," which term sha1T include the awner ox vwners of the prvperty,
he'rrs, assigns, and successors-in-anterest.
2. The conditaons of apgroval appIy ta the grelirriinary subdivisian of recard.
SFOKANE COi]NTY PLANIVTNG DEF'ARTINENT
l. The prvposai shall comgly with the Lirban Residential-3.5 (LFR-3.5) and Aquifer
Sensitive Area (ASA) Overlay 7 nes, as amended. All Ivts shali cvntain a
minianum of 10,000 square feet which shall be shorwn on the finafl glat.
2. ne final plat shall be designeti substanfially in conformarice with the preli.rnanary
plat of recQCd. Na inErease of densicy or nurnber of lats shall mcur without a
ehange of enndkdan applicarion su6miital and approual.
3. The Planning Directvr/designee shall review any prv~osed fznal plat to ensure
compliance wiTh these Findings and Conditipns of ApprvVal.
4. A final plat namelnumber shall be indicateti befvre the finaT plat is filezi, such
name/number tv be appmved by the F'Ianning I3irectvr/designee.
5. Appropraate road name(s) shaR be indicated.
6. T'he prelimi,nary plat is given conditional appresval fvr three (3) years, specifically tv
February 1, 1997. The applicant rnay requesc an extensivn of time by subrtiitting a
written request approxirnateIy forry-five (45) days prior ta rhe above expirarivn
date,
7. Apprvpriate utHity easements shall be indicated vn cvpies of the prapcaser,i final plat.
Written apprvaal of utility easernents by appropriate utility campanies shall be
reGeived with fi,hhe submittal of fihe ~'ina1 plat.
8. T'°he fina] plat rnap shall indrcate by a clear, dashed line the required yard secbacks
fram all private, "Tracr X" vr public rvads. Tle deciication shall cvntain the
fatlvwung statement:
"5ide yard and aear yard setbackS shall be deternuned at the tame building pemnits
are requesCel unless these secbacks are specifically drafted an this ~'inal plat. The
setbacks indicated ora rhis plat may be aaried from if proper zvning apprvVals are
Ptained. "
9. Three (3) cw`rrent cerdficaces of title sha11 be furrushed ta the Plarining I7eparument
pzior to filing the finai pPat.
10. Priar tv filing of all or a portion of the final plat, th~ apF1liCanC'5 SL1TVeyC31' &haT
sulamit one or mare maps vutlineci in red of the area teing f'inalized. Tfie scale shall
match the appropriate assessvr's map scale.
' HEC C3rder for FE-1737-93 Page 4
11. The final plat shall indicate yard setback arc lengths Qn cul-de-sac Ivts which meet
or eacceed the minimum frvntage of the underlying zane of the finai plat.
12. A plart far water faciIities adequate fQr domestic sezvice aiad fire protectian shall be
approued by the water purveyvr, appropriate fire protection district, Cvunry
Building Bi Safety Departnent and Counry Health District. The agencies will
cerdfy on the Water Plan, prior to the filing of a final plai, that the plan is in
conformance with their respectiVe needs and regulations. The Water P1an and
certification shal1 be drafted on atansparenGy suitabte fvr reproductxon and be
signed hy the plat sponsor.
13. The vvater purr+eyor shaTl rertify that appropriate contractual arrangernents and
schedule of improvernents have been made with the plat spansor far constructian of
the water system in acctrrdance with the appraved Water F'lan. 'T'ne time sGheeiule
shall provide for cQrnplerion of the rvater systern and inspection by the apprapriate
health authprities pnor to agplication for building pennits within the fnal plat. The
az-ra:ngernents or agreements shall include a provrsivra holding Spokane County and
the purveyar ha.rrr-less fram claims by any lot purchaser refusei a building permit
due ta the failure of the subdivisirrn spansor tcr satisfactorily cvmplete the approved
water systern.
14. The final plat dedacadan sha11 contain the f411awarag statement:
"The public water system, pursuant to the Water Plan apprvved by county and state
h~th autharities, the lacal ~ire protection district, Cvunty Building cc Safety
D~eparnment an~i water pvrveyor, shall be xnsta.l~ed Wvithin this subdivisivn and the
applicant shall pmvide for individual domestic water service as well as fire
p~vtectian ta each ic~t prir~r to sale of each Ipt and privr to xssuance of abuildtng
pencrut far each lot."
15. Nv building perrnit will be issued far arxy lat within the final plat until certified by a
Washington state-licensed engineer chat "the water system has leen instaled
pursuanc to the appmved Water Plan for the final platb" including a signed license
stamp. The certificalian may be an the form of a letter, but is preferred to be
certified an a cvpy of the Water PIan a.s a schematac map showuag the °as-built"
water systern.
16. The Water Plan and the abvrre fvur (4) cvnditions of appmval regarding the `VrVater
F1an may be waiwed by the Planning Directarldesignee upon receipt of letters frvrn `
the appropriate water purveyor and #ire pro[ectivn district staring that simple
cvnneccions to an existing, approved water system will prvvide adequate domestic
and fire protection water ta ensure the public health, safery and general welfare.
17. A survey is re.quired privr tv the itrng of afinal plat.
18. I'ritrr to approval of road and drainage plans, you are requireci tra coordinate with
the United States Posta1_Service tv detemune type and location of cenurral maxl
delivery faciiities which may :unclude applicable easeznents fvr deveIopments of
three vr more homes.
` BEC Order fvr F'E-1737-93 Fage 5
13. The Chwner shall negvtiate with the Gentral Valley Sclaool Distriet and subrnit a
recorded copy of a vvluntary agreement making prcrvisiQns for public schoals privr
to finalxzafion and recording of this plat. ne agxeement shall provide a wnitten
description of the subject progerty cv which the agreemerat appLies and aisv state the
d4Uar amount arad any ather agreed tv mitigating measures.
The Owner sha.U alsv natify any potent'ral purchasers who haVe made ara agreecrnent
to gurchase property within said plat pursuant to the Revised Cvde of Washingtan
{58.17.205}, that adequaEe provisivns fer school facilities must be made
condidaneci on a future agreement tetu+een ttae plattor and schoal disrzict.
Valuntary agreements betr~ween the [3wner and Schuol DistriCt sha11 confvrrn to the
nequiremen[s of the Revised Cvde of Washingtvn Chapter 82.02.
20. Tle C rvner shall negvtiate with the Spoicane GouMty Parks Departanent and submit a
recarded cvpy of a voluntaiy agreement rnadng provisians for public parks prior tv
finalizapvn and recarding of this plat. The agreecnent sha1l prvvide a written
de5criptian of the srabject prvpenty ta which the agreement applies and also state the
dQllar amvunt and any other agreed tv mirigating measures.
The Owner sha11 alsv nprify any potential purchasers who have made an agreement
to purchase pr+apertty within said pIat pursuant tv the Revisei C~e of VV'ashington
(5$.17.205), that adequate preraiszvras fvr parks must be rnade cvnditinraed on a
future agreennent tetween the plattQr and Spokane Caunry Parks Departrnent.
Voluntary agreements between the Overner and Spokane Counry Parks I7epartnent
shall canfQrm to the rrequirements of the Revisei Code of Washington Chapter
$2.02.
21. Privr to fihng the fmal plat, the applicant shall demvnstrate tv the satisfaction of the
Spokanne Count}+ Flanning Department that tY1e existing "ga.rage°, "barn", "house" arrd
"shed" stnictures located on progcrse.d Lat 2, Blvck 1, and propased Iots 1 and 2,
B1ock 2, haVe been rernvued.
I . T'he canditional appmval of the plat is given hy the County Engineer subject ta
dedication of right-af-way and apprvval of the mad system as indicated in rhe
prelittiinary plar of recvrd.
2. P1ans, profites, and cross-secrians as designed to County standards shvwing
prvpased screet centerline and eurb grades sha1l be submitted to the County
Eng,ineex fvr approval prior xa canstruction and,1or the fiting of each final plat; road
plans tv be prepared under the d.irectivn of a licensed PrQfessional CiviI Engineer.
3. Drainage plan5 and design caIcularirans showwing the alignment of cirainage facilities
shaTl be submitted to the Caunry Enguaeer for approaal prior to cvnstructifln andJvr
the filing of the final plat. T]raina,ge plans ta be prepared under the direcrivn of a
licensed Professional Cirril Engineer.
HEC C7rcier far PE-1737-93 Page 6
4. Construcrion within the proposed publie streets and easemenrs shall te pexformed
under the direct supezviszon of a licensed engineerfsurveyor, wha shall furni5h the
Cvunty .Lngineer wirh "a.s-built° plans and a certificate in writing that al1
impzovements were installed tm the lines and grades shvwrt on the approVed
canstruction plans and that all disCurbed monuments have been replaced.
5. Na construction work is to be perfarrned within the existing ar pmpased puhlic
right-a£-way until a pemlit has been issued by the CQunty Engineer. All wark is .
subject to znspectirn and approwal by the Cvunty Engineer.
6. All cvnstruetiQn witdiin tkie eacisting ar proposed public right-af-way is ta be
cornpleted prior to filing each final plat, ar abond in the arnvunt estimated by the
County Engineer to coVer the cost of canstruction o£ impraWements, cvnstructivn
certificarion, "as-built" plans and monumenting the street centerlines shall be fited
with the Counry Engineer. ~
7. Apprcrpriate pzovision shall be rrsade that the £allflw ing-describeci property be held
in triast untit the cantinuation of the streets be dedicated or deeded: a one (1)-foot
strip at the ends or edges of all streets that terminate or bvrder the subdivisian
boundary. (Temporary cul-de-sacs are requirerl when streets ternunate at che
subdivisrQn baundanies.)
Tndividual driveway access pemuts are requireti prior to issuance of a building
pernv t fvr driveway approaches to the cauraty road system.
~ Dedicarion of 5 feet of aciditional right-vf-way alang T'welftii Auenue is required.
10. Existing cvunty roads providing direet access tv the plat shall be paVed ancllvr
curbed to Spakane Caunty standards.
11 A11 public roads withirr the plat shall be designed and constructeEi to Spolcane
County standards.
12. 'Ihe word °applicant° shal1 include the vwner ar owners of the property, his heirs,
assigns and successvrs.
13. Tle Cvunty Eng-i.neer has desagnatei Typical Roadway Seciion Number Twa,
~,ocaP AcGess standard fc~r the impravement of all jBimal roads, which a~'e to oe
~cons3ructea witnin tn`e proposed development. Thas will require the instaJ.latian of
36 feet of asphalt. The cvnstruczion of curhing is also required.
14. '1'Ine Caunty Engi,neer has designated 'T'ypical Raadway ~ectivn Num6er Two,
Tocai Access standard for the !aipravement of Twelfth Avenue whicla is a~ent to
the propflsedMevelopment. `Ihis will require ttie atidxtxon at approximately $-10
feet o£ asphalt along the frantage of the develapment. T't~i e canstruction of.curhi.ng
and sidewalk is also req.uired. '
15. T`tae proposed suhdivision shaIl be imprvVed to the standards set farth in Spokane
Couraty Baard of Ccarnmissivners Resolufion No. 80-1592, as amended, which
resalution estabtishes reg7alarians for mads, approaches, drainage and fees in new
construction.
' y HEC Order fvr PE-] 7.11 -v3 Page 7
16. 7he Courat}+ Engine.er has examaned this develvpment proposal and has deteraruned
that the impact of this proposal upvn the existing county road system warrants the
dedication of additional right-af way and the raadway irnprorrements herein
specified.
17. TrIeI'e may eX1$t LIi1lY[1e5, either underground or oderhead, affecting the subJect
properity, ancluding pmgerty ita Yre dedicated or set aside fvr future acquisitiQn.
Spoicane Cvunty assumes na financial vbligativn fvr adjustmerats ar relor-ation
regarding these ratilities. Applicant(s) should check with the applicabte urilit}+
purveyvr and che Spokane Couonty Errgineer to decen-nine w+hether applicant(s) or
r.he utility i5 responsible for adjustrnent or relocatiQn costs and to make
arrangements fvr any necessary work
APplacant shail dedicate the applicable radius an all intemal rvads and Trwelfth
Avenue.
SPOKANE COUN''TY I?IVTSCON [7F llTTLITIES
1. The awner(s) ar successvr(s) in xnrerest agre~ to authvrize the Cvunty to piaee their
name(s) on a peution for the formation of [JLLI~"1 by petition method pursuant to
RCW 36.94, which pentivn inctudes the awraer(s)' property; and further nat to
vbject by the signing of a gratest petition against the fvzmadan af a ULIU by
resoTutivn anethod gursuant to FLCW Chagcer 36.94 which includes the owner(s)'
properry. PRC3VIDET7, thfs c4ndition sha11 not prvhibit the awner(s) or
successor(s) From abjecting to any assessmerrt(s) on the prvperty as a result of
irriprovements caPleti for in crrnjunctian with the farrraation of a ULIL] by either
pefitign or resolution methvti under RCW Chapter 36.94.
2. Any water service far this pzoject shall be prvvided in accordance vvaih the
Coordsnated Water Systern P1an for Spvkane County, as amended.
3. Applicant shaU malce cvnnecdon to pubtnc sewver systern. Sewer connectivn perrriit
is required. Plans arid speci~'~catians are to be reViewed and apprvue.d by the
Urilities Degartment.
SPC?KANE COUNTY HEALTH DISTRiCT
I. The final plat sha11 be designed as indicated an the preliminary pZat of reccrrd and]ar
any attached sheers as nvted.
2. Appmpriate utility easements sha.ll be indicated vn r.opies of the preliminary plat af
record for discribution by the Planning Department to the utihty companies,
5pokaeze County Engineer and the Spokane County Heaxth District. Wntten
approval of r>he easements by the utilifiy comganies must be received prior to the
subanittal of tne f~nal plat.
3. Sewage dispvsal rnethvd sha11 be as auihvrized by the Directar of Utilities, Spokane
County.
BEC Ordcr for PE-1737-y3 Page $
4. Water service shall be coordinated thraugh the Director af LTtiliries, 5pokane Gaunty
5. Water service shall tae hy an exisring public water supply whera approveci hy the
Regianal Engineer (Spokane), State Depairtment of Health.
6. Priar to filing the final plat, the spansar sha11 demonstrate to the satisFactian of the
Spakane County Health District tha.t an adequate and patable water supply is
availabte to each tract nf the plat.
7. Privr to f~ling the final plat, the sponsar shaR present evidence that the plat lies
within che recorded service arrea of the water system propQSed to serve the plaf.
8. A plan for water facilities aciequate for domestic use, dvmesric i.rcigadQn use and
fire protection use shall be approved by the water purweyar. 5aid water plan must
have been approved by the f~re prvtecriQn district and the appropriate heallth
authorities. 7"he health authvrities, water supplier (purveyQr) and the fi~Gi, epraTection
district will certify, prior to the filing of the f'inal plat, on the face of said water plan
that rhe plan is in cvnformance with their re}uirements and willl adequately satisfy
their respecdve needs. Said water plan and certificativn will te drafted vn a
manspareney suntable far reproTuction.
9. The purveyor will also certify prior to ~'iling the final plat an a copy vf said water
plan that appropriate contracrual arrangements have been made vvith the plat sponsor
fC}r CC7IZ$Cn5CC1Qf1 CYf Ihe water 5yS~em' in accQrdance with the agpraved plan and tiane
schedule. The tame schedule will gravide, in any case, for comptetivn vf the water
system and inspecrivn by the apprapriate health authorities prior to application for
building permits within the plat. "The contractual arrangements will include a
praVisi4n holding Spokane County, Spvkane County Health District and the
punAeyar hannless from claims by any lat/aract purchaser sefused a bui➢c3ing permit
due ta faiYure of the plat spansar ta satisfactvrily cvmplete che apprvded water
systern.
10. A public sewer system will be made available for the plat, and individual service
wi11 be provided to each lot prior to sale. []se of individual Qn-site sewage disposal
systerns shaIl not be authvrized. A11 existing houses which have on-site sewage
systearis mvst cvnnect to the sewer as soon as it is available.
11. A statement shall te placed in the dedicafion to the effect that: "A public sewer
system un£1 be made aVailabte fvr the pZat, and individual sezvice will be provided to
each lot grior to sate. Use of indiVidual vn-site sewage dispvsal systems sha9l nvt
he authorixed.
12. The finaT plat dedicatian shall contain the follawing statement: "The peablic water
system, pursuant to the water p1an approved by cQUnty and sta€te hea.lth autharities,
the local fire protecrion distict, County Building and Safety Department, and water
purveyor, shall be insta[led within this subdivision and the applicant sha3l provide
for ind.ividual dvrnesdc water senrice as well as fire protection ta eaeh lat privr ta
sa3e of each 1Qt and priar to issuance of a building percnit for each 1Qt."
• BEC CJrder for PE-Y'ra 1 -93 Page 3
SPf]KAN~ COi711iTY AIR FC1LLiJTI[]i1i CO111'TROL AL1'THORTTY
1 AII air pollution regvlations rnust be met.
2. Air ptalluriara regtdativns require that dust emissians dtaring demvlitivn, c.Qnstmction
and excaWatian projects be controlTed. 'I`his may require use of water sprays, tarps,
sprinkleps or suspension of activity during certain weather cvnditicrns. Haul raads
shouid be treatei, and emissians from the transfer of earthen rnaterial must be
cvntrolledr t7S Wel1 aS eI17155i[7fI5 fTQIIl 31l C1x.heT CoTI5GCL1cI1fiJIl-re1afied c'1CC1d1t1e5.
3 All traveled, surfaccs (ingress, egress, parkang areas, access raads) shvuld be paved
and kept clean.
4. Measures must be taken tv avoid the depasition of dirt and mud frc+m unpaved
surfaces onto paved surfaces. 3f tracking or spills vccur on pavei suafaces,
measures must be tacen immediately tv c1ean these surfaces.
5. I3ebris generated as a result of this praject must he disposed of by means vther than
burning (i,e. canswction waste, etc.)
6. All solid fuel bzaming deuices (wood staves, peUet stoyes, etc) must corraply with
local, state, and £ederal rules and regulations.
CENTRAL VALLEY SCH[)OL DISTRIC7'
See Planning Ueparament Candition Na. 19.
SFQKAIV'E CC7UNTY DEPARI"II~ENT OF PARKS, RECREA'TION ANU FATR
See Planrving Department Conditivn Nv. 20.
~ HEC Ch'der frar PE-1 i a / -93 Page 1{]
ORDER
The Hearing Exam~iner Cammittee, pursuant to ttae aloVe Findings of Fact and
Conciusivn, APPRC7VE5 the applrcativn of TC & B Investrnents far the subdavision
of approximately 11.5 aeres intv 37 lots for single famkly dwellings and those uses
- allowed in the existing i7rban Resitiendal-3.5 (LIR-3.5) zone as descrihed in the
application PE-1737-93 known as Valley Pines.
Motivn by: Lunell Haught Secanded by: Verona Sauthern
Vate: (3-0) L]NANTM0US Tt3 AF'FRQVE THE PRELZNiINARY PLAT
HEARING EXA MTNER GOMMTTEE
I-IERi.BY .C"1 1,R lwST TO i 1 a•"ABV 1 J.r FIND.Ll 1lJ S/ 9 V 11JJL1\ 1-LL l YJ T V i r-+
1 +
' CHATR
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AT'IF-ST:
Fvr WA3.L~S D. HUBBARD
1'lanning IJireccar
~ ~
JOHII W. P
"a1~
Senior Planner
&I'll ;911, 1'~N
DATE Pursuant tv Spakane County regulations, any aggrieved party has the right to appeal this
written decisivn t+o the Spokane Cvunty Saard of Caunty Cammissianers within xen (10)
calendar days of the signing of this vrtier. Upon recerpt of an appeal, a pulalic hearing wiPl
be scheduled. Tf you desire to file such an appeal, yau must suhmit a writtem appeal,
preferably vn forms designeri for such pvrpv5e, tv the Board of Couniy Cornrnissioners,
West 1116 Braadway, Spokane, WA 99260, along with a$210 processing fee payalale to
the 5pakane Caunty 7'reasurer.
Tf yvu have any questians, please call the Planning Deparnnent at (509) 456-2205.
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OFF IcE OF TME cOuNrY ENGrNEER
SPOk::ANE COUhJTY, WASH r NGTqN
,3anR_tary 7, 1994
TO: 5pokan~ ~ounty Planna.nq bepar tment (Cr.{r rent P larani ng
Adma,nxstrator)
FR❑Ms SpoFane County Enqineers Departmerat
SLJBJ: Sutadivisi-Dn Condita.ons, Name Valley_Pin~s
Number PE 1737-35
re: 9ubdivisions
Tr:e frpllowinci^"Conditions of Apprcival" for the above referenced
subdivisiiDn are sjatamitted tiD the 5pok:ane County Hearing E>camirrer
Committee fnr a.nclusYon in the "Planninq Report" and "Finciinqs
and Clyder" for the publ ic hearinq scheduled .7anliary 2~'~, 1994.
E 1 The ciDnda.ta.onax approvaY of the plat is qiaen by the Cor_drity
Engineer s4skaject to dedieatiiDn of riqf~t-of-way and appruval
ofi the road system as indicated in the pre].a.minary plat of
record.
E 2- That plans, profiles and cross sec'~ions as designed ta~
Cou«ty standards sr,owa.ng proposed st reet renter 1 i rae arsd curb
gr~ades be Sr_ibmitted to the County Engineer for apprtiwal
prior tt- cF;nstri_icta.on andlor the fzlirsq of a fina1 platq
road plaras to be prepared under the directi-wn of a ficerrsed
Professaonal Civa.l Errqa.neer.
~ 3 That drainaqe plans and desiqn Calculc"Etiof1S shF:,winq tF~~
alxgnmerrt of draa.naqe 'Facilities la~ submitted to th~ County
Engineer #or approva1 pricir tc, construction andJor the
filinq of the final plat. Ds-ainaqe plans to be prepared
under the direction RDf a la.cerased Professiorsal Ga.d.il.
Er~gineer e
E J CiJC'I-ratYl.lGt$.rDFl W].trill"I the pT"opto~ed pl.tbl3.6 5tI'~~ts aI"id
easemersts shalkbe performed Ltnder the da.reet supervision
a licensed engineer/surVeyor, who sheall fLirna.sh the County
Engineer with "As B,jj1t" plans ai-id a certificate in writa.ng
that ~ll a.mpr'ovements were insta1 led to the 1 ines and grades
shown on the appri,ved construCtxon plarrs arrd traat a11
distaartaed mc)numents haVe been replaced.
~ S
page 2
E6 fVo constra_lction work: is to be per°fortned within the existing
:,r proposed Publx.c Fia.qht-cff-Way until a permit has treen
issued by the County Eraqineer. All work is sub)eet to
a.nspection ar€d approval by the Cc.sunty Enqa.neera
E 7 Al1 construction withxn the existinq or proposcd F'uLsl i e
Ra.qht-of-Way xs tr~ completed prs.or to fiia.ng the fxnal
p3.~t or a bond in the amr,unt estirrPaterJ by the County
Engarieer t~ coWer the cost _::f ConskaY{.AC LI.fTFn of i mprovement5.
tonstruction tertification, "As Huilt" plans and monumentinq
the street eenterlanes sha7.l be filed with the Cor_inty
Enga.neer.
E11 That appropriate prsauisaE.on be made tF,at the f,_:11owinq
descra„bed property be hel.d in trust a.intil the corrtinc_tation
of the streets be dedxcated or deeded: A 1 ft. strip at the
ends or edges of aIl streets that termin~te or border the
p1at bourtdary. (Temporary cul de saGs are reqr_ixred when
streets terminate at the pl~~ boundara.es4 )
E12 The appla.cant shou],d tae adwised that individual driueway
~.~e eess perma. ts are r equzrerJ pr ir ~to issuan ce o~ a btii ld ing
permit -For dra veway approaches t~~~ the County road system.
E13 I7edxrata.on of 5_fget of additxunal Rxqht-of--Way aLong
Ml.MAvemg
E1~ ~xisting County roads prr~viding direct access to the plat
sha11 be paved and/or curbed to Spokane Gc,unty standardsa
E17 Tha~ all p3_ifalx.c roads withan the p1~t be desa.qned and
c,w'nstrl.acted t~., 5pokane County 5tandards.
E19 The word "applxeant" sha11 a.ncJ.ude the owner or owners uf
the propertyg his hears9 assiqns artd succe~sors.
E::'w The Cou.nty Engineer ha~ ~~siqnated Typica I Ftoadwa}+ Se cta.on
Number standard for the .i.mprovemerat Fr}f I11
R~s~~ds wh,i~rl~~ are tt~ be c~~nstrr_icted +~iti-~a.n i~~-~e
~n~~rn~l....... .
. _
proposed developmenta This will require the in5ta11~.~i;i`,n F,f
36 fta of aspha1ta TFre construction of curb.x.nca a,s a1so
required.
paqe 3
E.v4 The C~nunty Engineer has desiqnater.# Typi cal RF:,adway Section
hlumtser Two,_LucRl_Access star€dard for the zmprwvemerrt o#
Twe7.fthAvenS~te whith is ad jacent to the progosed
development. Trra.s wi11 require the add.ition i,f
approxYmately 8=10 ft. o'f asphalt alonq the frontage of the
development. "fhe eonstruction of curbing and siclewalk is
a1so reqa_rired e
E32 1"he proposed p],at shall be amproved to the standards set
fe+rth i ra Spokane Coi_inty Laard of Commissa,orters Res-D1Lit ion
hloe SO-1592, as arrrended, wr:ich establishesi r'GgLilati-Dns fOr
a--Dads, approaehes, drainage and fees in new cr,,nstrLtctaoraa
E33 Tfa~ County Enqineer has edamined thas dewe3.opment proposaI
and has determiroed i:hat the a.mpaGt Le ftI•zis proposal upon the
exasta.nv County Road 5ystem warrants the dedicatiFarr =wif
additiona1 Risaht of Way and the rr,adway irnprovemerats herein
specified.
E90 Tr:e applicant shouPd be advised that ther'e rnay exrst
utilities esther underqround or overhead affert,inq the
appl icants pri,perty, a.ncluding property to tae dedicated c-r
set aside #or fa_its_ire acqua.sa.ta„ne 5p~,~kane Co:anty wil1
assume no financia1 oEalx.qata.vn for adjustments e,r re1ocation
regarding these utilit,ies. The applxcant 5fiolxlCl cheek: with
the applieabIe Ltta.lities and SpoE;arte Coursty Lrrqineer to
determa.ne whether the appl a.cant or uti1 rty is responsible
fijr adjustmerit or relocata.ora cF,sts and t-n make arranAements
f~,r any r~ecessary w-ar k.. ~
Speciak Gonditr~+ne
Rpplisant sha11 dedirate the app1.a.cab1e radii_is ,Dn aZ1 internal
r-Dads and "f"welfth Avenue.
C]FF I CE OF THE CC7UNTY ENSI NEER
SPC1KANE CC7UiV 1"Y, WASN I IVG TOlV
November 2-3q I`J-93
TL7. Spc-k ane Coo_inty P 1. anna.ng Dgpar tme€~~ ~Cur ren t F' lanninq
Admxrristrator'r
FROM: Sp,,kane Cor_anty Eneaa.neers l~epar tment
Sl.1HJe 5ubdsv~sicin C,Mindataons, Name Ua112y_P1neg
Number l_lnassagDeg
re„ Sutrciivisa;==ns
Tflt- fol1oW3.CiC.~~~~EoC1dJ.t.1of1s c-f AF7pY"oVal" f+.:fY tftFy dtYrlle Y'iE?fPi''ef"1C:e~
sukadiva.sioin ar-e si_cbmi-bted t-D the 5p3-j4;ane Count7r Planniriq
Department for- incl.usion in the Desxgn F?L-view Meeting scheda_iZed
Noaember 24, 1993.
E I 7he condati-,nal 7pprova1 of the p1at xs given by the Coranty
Engsneer~ sub.Jeet to dedication ~.,f ra.aht-of-way and appr-aval
c+$ the r c-ad system as a.ndicated in the preliminary plat ijf
reeorti.
E That plans, profiles and cr-,ss sectiuns as desaqned t_=_
CnLinty standarris strowz ng prop-ased street center 1ir~e and coarb
arades be submxtted to the Coi_inty Enra.x.neer fic-r- approval
pri-Dr to construrtaora and/or the fa.ling c-f a fznal platp
rt-acl plan:3 t,M- tae prepared r_€nd~~ the directxcin o.:sf a 13censed
Professiona1 Civzl Engxneer.
F= 3 That draa.nage plans and desagn cal cu1atior~~ sh-Dwirtg the
alx.gnmE-i-st Of draxo-racle facala.ties be sttbrnztted toD the Cc-i_Errty
Enaa.neer fc-r approval pra.-Dr tu constr,_r~tion and/oi° the
filing of the final platA Drair~aqe p1ans tn be prepared
under the drreCtion of a licensed Prcifessaonai Ci+ax,1
Enga.nt-ar.
E 5Construction wx.thin the prop~~ed put~lic streets and
easements sha11 be perfkDrmed under the dzrect superr+isa~n of
a Xxrensed enqineerlsurveyor, whc, sha11 furni5h the Col_Enty
Enqineer wi-bl•i "°As B,_4L1 t" pl ans and a cpr tifica~e in writing
that, a i 1 impr'ouemen ts were x.nstal3ed te p the 1irses and qrad~~
shown on the appr-o-jved Constr3.1C4iten plans and that a11
dxst+_trbed m-nnuments have been replaced.
~
Pa 9e 2
F 6 hl~~ constructa.ori wc-rk is tc. be performed witFsz.n the erzstinq
~-r pr-,~---)sc-rJ F'iab1 i c Righ{: -of-Wt~y Lts7tx~ a per:ni t Fias beeri
issi_Red iay the County Engineero A3.1 wcprk a.s subject ti,
lns~ection and approval tay the County : r~gineer.
E 7 All eonstrUcta.on witf,in tI-,e e:.istir€g r:r pYiFpI]sed Pj-tblzc
FdYght-cEf-Way xs tF, be cEaiaspleted pri-Dr tr, fi1a.ng the fir~al
p1a1: or ~bond an tI-}e arnount estimated Gay the Count'v
ECl[.].1.1`seeP" t.c, C+w+Ve1" tfl~ co~t of Co31c'truCt..R.oCI of dfT1pY'oVefile€'1~'.5.
CorTSti"uCt3oP1 Cel`t1.f1.Cat1.o1"}, "As BLl.k,lt" pla1'7s clfld ff11-7nl1fF1e1"Itlt'1Q
the 5treet ceraterlines shall ~e filed with the Cvunty
Enga.raeer,
E1 l TFsat ~ppropriate prouision be made tI`iat the 'lc,l lowing
describc-~d prc-pertv be !-~elci zn, tro_ist tiAritii 1:t7~ cor~tlnu~.atlt-fn
~:,f tr3e streets be dc-di.eated s:leeded: A 1 fta str-ip at the
end1 or edq~s of ai l streets that termiriate or burder t#-ie '
plat boi_andary. (Temporary cLsl de sacs are requzr ed when
streets terma.nate at troe piat boundara.es, i
E32 "fhe applx cartt sf7,T,Li3.c1 kae advi~~d thar i.ndiviriua1 clriueway z
aC Ce5s peY Y711 ts c."31` e lr LmqIJl I Yeti pYio1' ~-D issmc.7 f'1 C E' c~ ~a bia 1ld1 nC}
permit f-Dr driueway appt~i-jacties tce the Gounty rc-ad systemn
E13 Dedieation cif 5 _feet f-if add.iti-,nal Riqht-o-€-Way a1cing
Twelfth Auenue.
F1G- E,ista.na Courity roads prc-viding direct access tri the plat
sl°Ea1 Pbe paued andAor eurlaed to Spokarre C-nursty standards.
E17 i hrat a11 publYC rozkcis wa.tha.n the plat be desiqned and
constrs_icted t-n Sp-:)~-ane Cor_irrty standardsa
E19 I'h~e word "appl icantI" sha1 Z snc lude the r,wner or owrrer5 cif
the pf tjperty, i-ii.s hezrs, okssiqns and succe~sorsa
E23 The C-Dunty Enqineer f,as desi. gnated T'ypi cal Roadwa7r Serti=WFn
IV,_imher Two. _LIDcal_Access standard for- the improvement cof --A.11
i nternal. Roads wl-iici-E ar~~ to lae constYa_ICted within tI-3e
pr oposed~ deueJ.oprrten tu Trois wili reqr_iire the instal'Lat.ion rif
36 ft. of aspl-ialta TI-re constr,_icta.3Dn iDf curfaing .i.s a1so
recpLixred.
paqe u
0 ~
E24 The Co ~ ni:y Engineer ht-~s design~Kter~ Typacal Rr~adway Secti~~n
CJ~_tmber L~cal_Access standard fior the improvement of Twelftf~
Aven~.ie wt~icr~ ~.s~a~i.jacent tc~ •tI~E pr~~p~~sed devel~~pmente~~This
wi 11 r~quire the aclr.ii tion of approximatPl.y t3__Q ft. of
asphalt alorig the frontage of 1:he devPlopment. The
constr uction of rurbinq and sidewalFr is also t"Pyulred.
E32 he p roFa oseci p1at s ha1 1 be im pr- oyeci to he <s tan dar d s set
foYth 1(l SPoE•:a(lE' GollfltV Boal"Cj C~~ Commissioners RE'Solutlofl
Noa 80-1592, as amended, which establishes regulations for
r-oadsg approaches, draxnaqe anci fees in new construction.
E33 The County Engineer ha5 c:aminPC1 1:his development propos4a1
ancJ has cletermined that the impar_t of this proposal upon •the
e:istinq County Road System warrants the dedir_ation of
acidi.•tiona1 Riwht of Way and the ro~.~r.lway i.mprovements herein
specifiedo
E90 7he applieant should be aclvi.seci that there may e;ist
uti].xtie, either underground or overhead affer_{;ing the
applicants propertY9 incluclinq pr-opGrty t,, be cied.i.cated or
set as?de for future acquisition. SpoE:ane Gouni:y wili
assume rno financial obliqal:ion for acf.justments or relocation
r-eqardznca these ut.ilities. The applicant shou1d check wit{-i
the applicab:le uti.Llt:i.es and Spok:arica County Engineer to
determ.zne whetner the applicant or utility is responsib1~
for adjustment or re.location costs and to mak e arrangements
for any necessary worP.
5pecia1,Conditionsa
The proposed pl.at shal. l. not be schecluled for apubl:i c hcarxncl
until the ~substandard public road radii have beEn resolved tiD
the satisfaction of the Gounty Enqineer.
ieeee~eeeeeeeeeeee~eeeeeeeee~eee~~~eport ~i~werflee~eeeeeeee~eeee~eee~eeeeeeeeee
i
°PAGE 1 16:53.24 15 NOV 1993 °
°Road# Road Names....,..... MPost. Reference Descrxptio Road Log InfQ.,....,...
005892 12TH AV 00.000 SMP of road U 19 GRAVEL 320
° 00.120 dICKEY ST U 19 PAVED 36
° 00.250 EASTERN Rp 0
005893 12TH R,V 00.000 BMF af roaci U 19 PAVED 50
° 00.010 SIESTA DR CJ' 19 PAVED 500
° 00.040 DISHMAN FtIJ
005894 12TH AV 00.000 UNYVERSITY Ra U 19 PAVED 200
° 00. 25Q PIERCE RD U 19 PAVED 20
° 00.340 SKIPWf7RTH RD U 19 PAVED BO°
° 0(].500 BQWDISH RD U 19 PAVED 20
° 00.590 WILBUR RD U 19 PAVED 200
° 00.620 WIL$L]R RD L7 19 PAVED 20
° 00.660 F0X RA U 19 PAVED 200
° 00.720 REEVES RD U19 PAVED 20
° 6(}.750 []NION RD U19 PAVED 200
° 00.840 ROBIE RD U 19 PAVED 20
° 00.910 WHIPPLE RD CT 19 PAVED 2[]0
° 01.134 HDUK RD L] 19 PAVED 20
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ivovembex 24, 1993, z: 15 p.m,
Pceliminary P1a.t vf Valley Pines
General1y lacated svurh vf and adjacent tv Twelfth AVenue, approxirraately
500 feet west vf Pines Road in Sectivn 21, Township 25 N., Range 44
EWM, Spokane County, Washington.
COMPREHEN~1VE PLELN: Urban within P'nivriry Sewer Service Area
(FSSA)
EXJSTIVG ZQNING: UrbaQi ReSidentaa1 - 3.5 {C7R - 3.5}
T'ROJECT UESCRrPTCON. Prelim'rnary Plat to diVide 3pproximately 1 Y
aci-es antQ 3 61vts fnr single family ciwe11i Qigs and those uses allowed in the
existing Urban Resideiitlal - 3,5 ([]R - 3.5) 2one.
PARCEL NUMBER: 45213.9014, .9009, .900$, .9[}10, .9D1 ]
SITF, 5IZE: Approximately 1 l acres
t-LPPLICANT: K & S Iriuesttrsents
cIQ Rai-iu3a AssocFates, Tnc.
104 S. Freya 5t., Suite 217, I.i1ac Flag I'laza
S pokane, W A 99202
(509)534-8056
ASSIGINET7 PLANNER- Sracy Ejordahl
wtc-Va11ey PineS-November 5, 1993
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OFFICE aF THE SPOKANE CC7L7NTY ENGINEER
1026 W Broaduray Ave, Spokane. WA 99260-0170 (509)456--3600 Fax 324-3478
"ENiGI°NEER' S{COIdDITION$ OF APPRC}VAL" EXTENSION OF TIME
T0: Spokane County Alanning Department,
FROM: Divisi.on Qf Engineering &.Roads ~
DATE: 03,119197
PRaJECT : VALLEY PI1+TES
FILE PE-1737-33 1 )
Hearing Date: 01/201'1994 7
Review Date: 021'1811997
Sponsar/Applicant: TRL]NKENBOL2 7 ROHR PLLC
Section Township Range: 21-25-44
Planner: TAMMY JONES
Design Review Date: (11-24-1993 @ 2:15)
The Spokane Gounty Engineering Department has reviewed the akaove refereneed
application. The follnwing "Conditions of Approval" are submitted ta the
5po]kane County Planning Department for inclusion in the "Findings of Fact.
Conclusions and OrdearlDecision" should the request }ae approved.
1. The SpDkane County Engineer has reviewed the extension af time and has
no additiQnal comments to add other than those canditions af record as
amended.
CC: Applicant TRLTNKENSOZZ 7 Raxx ezzc
EngineQrlSurveyor ZAwRENCE QUNSMORE
-
~ 6~m S F' C7 K r`1 e
C C] U T•i T Y
LJEPP.ATMENT aF BiIItDIh'G AiVD PLANhPING ' A DIVISICJN OF TF-iE T'UEL[C WD&KS DEPAR'd'tvfEN7'
]ANiES L MANSdN, C.$ D, DIAECTC]R ❑EatiIiVLS MSco'[T, P E, DIRECYOA
MEMORANDUM WEV&D
0 3
zvaeerjv
T'O: ..,yRm, E&WouniRIM i~r'sia~rs v~ 'n, FneeNLWg and ffloads
Spokane Cvunty Division of Utilities
5pakane Reaional Health District
Spokane County Divisivn af Buildings
Spakane Gaunty Parks Department
Fire Protection Disirict Nv. 1
Modem Electric
CentraT Valley SchooI' District No. 356
FROM: TAMMY ]QNES, PlarLner IT
~
DATE: February 3, 1997
5L]B.TECT: Extension af Time for VALLEY PTNES, PE-1737-93
The Spokane County Division of Building & Planning has received the attached request for
an Extensivn of 7'ime to finalize the plat ❑f VALLEY PliNES, PE-1?37-93 )
If you have eomments an the prvposed extension or believe additianal conditions should
be made a part af the prelirrtinary plat agproval, please forward cmFnments to Tammy
,Iones by February 18, 1997
Thank yatii.
c: Trunkenhnlz & Rohr, PLLC, 12704 E. Nora, Spokane, WA 99216
Dunsmare Land Surveyors, Inc., 1115 N. Pines Rd., Spakane, WA 99206
EnclQSUre
1026 WFsr BraoAVwar AuFNuE • 5P9KANE, WASHINGTaN 99250
ButLDING Pi-iotvE [509] 456-3675 • FAx• (509) 456-4703
F'LAIVIVIlG C'HDNE- (509) 456-2205 • FAx (509) 456-2243
-rMn IrMMIAIA_q7 AA
.
, .
~
Spokane Count-v Public Works,
Transportation . . - .
1 on of County . - .
Mehmo
To: Stacy 6jordahl
From Scatt Engelhard
Qate: 9123199
Re: Change of Design fnr Preliminary Piat of Valley Pines; PE-1737-93
The fallawing comrrtents are submitted cancemmg the design change for the above referenced plat:
• Although 130 Avenue is shown adjacent to unplatted parcels, it liss within the proposed plat
boundary The Qivisian af Engineering and roads is requesting that fufl width roadway
improvernents, including curb, be installed adjacent tv tlhe unplatted parcels
• ln discussions with the applicant's engineer concerning Lot 1, Bfock 1(addressed as 12106 on the
preliminary Plaf), the applicant still contrQls the necessary property adjaGenf to 12h AVenue far the
required 5 foot right of way and radius dedicatian as shawn on the preliminary plat Prior ta the
filing of a final plat the applicant shall suhmit documentatEOn to the satisfaction of the County
Engineer that the appficarrt contrals fhe necessary property to make the right of way dedica#ian as
shown on the preliminary plat
a.~ C.G ; ~ -
RECL IVED
sEP 2 1 1999-
1
f
~ Sl MKn.E COU•.' I EI1W11~4
S P C] P-- N E C C] u S-4 T' `Y
~
$UILOWG ANC7 Pi_ANA[IING A I7NLSiORP QF THE FUBLIC WC]RKS I9£PAR,TMFNr
james L. Manson, C.S.d, 17irector Garp C3ber& Director
~
MEMC)RANDUM
TOi :
Spokane County Division of Utilities; Jim Red
5poicane Regianal Health District; Steve Holderby
Spokane County L]ivision of Building and Planning; 7eff Forry
Spokane County Departrnent of P'arks, Recreation & Fair; Steve Horobiawski
Fire 1'rotection District No. I
Modern Electric
Centrat Valley Schvol Distric# No. 356
FAOM: Stacy Bjardahl, Associate PlM40~
DATE: September 21, 1999
SUBJECT. Change of Design far Preliminaty Plat af Valley Fines; PE- 173 7-9'
The Spokane County Division-of Building & Planrling has received the attached request to modify
the prelirninary p1 ct, please review T.he design change and farward
your camments Cme h;o5eptember 29, Yg 9.
`I'fiank you. -
c: Trunkenbolz & Rohr, PLLC, 12704 E. Nora, Spokane, WA 99216
Hahn Engfneering, dnc., 8623 N. Diwision Street, Suite B, Sp4kane, WA 9920$
Enclosure
102$ W. SAflADWA1 • 5F`[7KANE. WASS3IA1GTt7N 9926(]-0650
PHC]NE: f509j 477-3675 • FAX: (504) 477-5703 ■ T[7I1: (579) 377-7333
SENDER. . . . . . DELIVERY
■ Cnmplate iterns 1; 2, arad 3. Also complete A. naw
item 4 if Resfr4cted Celivery is d8s3red. Aqent
■ Print your name and address orr the reverse x ❑ 0 Addressoo
scr that we can return the cwM to you. B. Rec$ived b (Prrrrted nrame) c. DELte or Dendery
■ Attaeh this earcR ta the hack of the mailpiece, M fficnrz] I
ar on 4he front if spaee permits.
f]
1. Artt~l~ F~ddre5s~ ta Is delWery actdr~s dHPerenY Trom f[em 17 ❑ Yss
ff YES, entar delivM address below: C3 Np
r - _
3
I ~~e & MaI'y Lqll CaI13CI'DIi ~ 29I5 Har^sehead Bay Dr. NW ~ Gig Harbor, VNA 98335 .1 3. ce rype
l ~ cerfified nna ~na~~
, Q Regl&ter~ Reium R~sipt far Nlarchandlse
~ Ansured Mai! CI C.O.D.
4. RestrlcEed DeIiver/7 ffx&a Fee) p Yes
2. AiticJs Mumber 4-. • g gyr #~p (TI9T151BAfrt7fF'iise~OlAl,~~; -n.,. 1 ~ ~ - 4 4 ~f 01131 il2 2~.o P. ~ ~k~ ~ 3M1 1 9 ~p 6b67
PSIForPri ~3811,10ebruary ~60'4I 'd 'AA{ [rnm6QRc6rnRewIpt lW-5V--02-M-1540
R+c.~r- a~~... • ~♦.n..:~ . ' ~~~"'r'. • . . ~ - ..cr,,
~Mh_~""a •q:.r., •v, i c ,.{i. ~r'i'p~ r ~~.~Y.a"rwz • .e ~lC~ Iw ~ II oilfi ,`y
UP4ITED STATE5.P05TAL SER,,V~ ~ ~r f 5~ , . ~ -
itl'
` sra Pn I'1 BCrnlt
; • Sender: pfease prirt yo~iFo r~ e, addres';sc t r*.,
~
~ -
p
, I
~ City of Spakane Valley
~ ~ - -_pttn.aGaralyn Gevrgc -
~ 11707 E Sprague Ave 5te 106
" -
5pvkane Valiey Wp 99208-6924
~ t ~1rL ~1 I111li{5lE16l6Et11~6Ei~f111~~~li[l1~IlIlE1liEll[i1~l1!l~91![fl~
lk~.,~ • r , ~...S.r. , , , ,
~ HInc.
I'rafessianaI Engineers un.d Lcrnd iurveyors
Nortlt 8623 Dtvrsaora 5treet • Szir[e B
Spokcixe, Waslnrngton 99208
~ r509r 46a-~s5o
September 20, 1999 FAX {509) 467-$189
~C~~~~
Spokane County Building and Pla.nning IJepartment SP~
Stacy Sjordahl ~ L's
1026 W. Braadway ~~P I Igg q
Spvkane, WA 99260 ~
DIVISfON Q BtflLph%'G MU
Ij q+ n_
RE: YALLEY PINES PLAT DESIGN CHANGE
Dear Stacy-
As per vur meeting on 5eptember 17, 1999, we are currently in the process af re-
subrnitting ihe Valiey Pines Final P1at fvr signatures There has been (3) t'nts eliminated
fram our original preliminary p1at. The lots that haVe been removed from the preiirrcinary
pIat are, Lot 1, Block 1, Lot 3, B1ock 3 and Lat 3, Blvck 2. The reasan €or their remorral
is that during the time between prelirninary plat apprvval and nvw, these lots were sold
thraugh the Certificate of Exemption process. The Certificate af Exemptivn Applica#ian
Numbers a.re CE -31-98 "F", CE -3 1-98 `°E,', CE -3I-98 "A", CE -31-98 "B", CE -3 i-98
"C" and CE -31-98 "D". We request that yvu review these design changes so we can
continue processing the Fina1 Plat.
If you have any c}uestivns please feel free tv contact me
Sincerel}+,
~HN ENGnNEERrNG, nve.
. R~CE-,t,~r.-
SPQ ~
.
KANc7
C
. Rudy F Kitaan, P'LS SEP
Survey Manap-er DFti{fSION QF 8lJILOIi~G RNIO PLAl1,lLi:,,l~
O
o'aunKc_1-
1e/27A1994 14:11 46781~ ^ HAHN ENGIhEERT RAGE 02
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SNG3N=R'S A~`irFJ&Eb='T NL3MBER 1
7'A➢a ~grCr{EiaAe t~etwiesa S~vl~umC C~6uir$► as"d 5$R LRGgC' ,
~cac imeftss in rbe grojeoe ia 5ECi1W PAR'~~$5 • '
ks enWrrd !nW rWe Tl2T~ daY oi •fW .19 29•'[h1s gge+ezmcns l's aPpUaWe ta the Prca18ec
knorru as• TtAt t3m4divjdugls 7Eftd p
-rti siAsr►ed hercinas3uv'snS s.n intenst in ths ibave aescribad prvpcstY ar Pro3ecr p$reg .
m Mt ft31ow3sl8:
3~ 1~~b~rsc S~+slcarne Ganesr.y for projece rarlew and #mpmdo+i bes as spes+f iecl in L`hapt+er 9.14 af
the 5pokine CvLaY Coda• ''ba i~ wi11 bo b~1 vn teiual aalss3~ casts 1r~urrc4 ~ Spofcana
Cwnty fo~ prc+'oez sev3ews srsid J vr i3upecalow lplue s lcsa pcrccat =d:ainiaersd've ChMr, and w!H
ba blUtd mwtd%ly aa sommed 4knY b1lliag smcuni°' du+s, irscMding asY tmPemms hwurrcd In ths
CO110-etiats vf un csmtdve zccvmt, muat tm paid pt3ar !a the CO+mty'x Scce¢caliaE of the praject fvc
'fi["us. Y! S prv*act ii app'roved &=]fos Cs1Cd with a baL%UC4 sdli owing„ the ►teould baTarcco ataa1l bc
grld w3thiss 30 c3ay-s of dw iesvolss d3ta.
2. 'Iha uader3igrted agrelta[ duse TeeS sre due and g4yabic rsF'on rdteip4 ef the hl[ling as spnoltlad
sbav~. , , • •
3. An3~ ~nvoicer rwc paid YrWliu 30 da3rs af the !izvtilca dsm wi1l tm coeraldcczr! dtsliisqueat. Ir-aery .
wwtr.stasrdin$ baIance osa the acsvtux Fvr usi* gavj=!wq rs net pald winxia 30 days of c1sG invejCc dsft.
nv fus-dw raviaw o[ the projexc dosVmeaRs w33t bc ccmdueaed ttpt[1 the eaytim smount belansm is
pald. Aisy i7*Lx3ce vn a!e _-.''=='-L ftr T$slz Pr'OJsst vvt paid +~i!!iM 65 da]rs af the imolt.e duo miaY referral seSlidt 'la 1eSW sC[IOia or tm u3txd*n or e&r_.r ti~= prmedum.
expcvwm ~~~urscby~tha Lb~tY for
vollecdaa ~y. Tbe Sg~~~ ~'iI1 bc liwbtv for t1~JY angi tbe colleceion of overdue x9o*wW•
`Iha ttEouthly Dilibn shauid bc aenr to t3ae OVEMlcn ~
NAM$: CHES'IgR T. iA
AboRaSS_ C,,,,,aMr _W
ClTY. sTATS:
7-IP CODE. W25
PxorrE,~: 360-734-6390
I yndtrstLad thas faihta to psy thaaa f°.. My ggwh 1, delay isa eelmptotivn or approdal vf [bg pCO3evi vr athcr
pt7asiblc sam-tion5. ' -
If this Las agrerss%cm is coMPlcicd tiY s~~osr~ 41~ g%= ~o sPotmvt d~~g ~~j~+ ~on
~ p~cipil '~r~ tt3r flrm ~ F~~~~, 'sszC+~l v~th~i~~ the A~E
wtutCri autisat'lr~l~a ~ ~ spo~v ~ I1gt'[istseut ~E' ~Lix►Gt~~sd ijFce A+~, wic•,
S1ONAITURLR Hy: _ . • ~ ~
~CC I~E£STER . T.,~
D ~r+jsdwo'1 A+,e SV*k=zW!rl 99M'O1Tq [S09T 4136-3409 Ti 1~►~t G~~ 32A-3473 '~''D3~: (3M 324-316G
'
1ki13 ~S3H-')-135 wdBS: LB 66. J2 i00
ZL;,;2'd
I%
~ •
Hahn Engineering, Inc.
Prafesstona1 Engiraeers and I.arcd 5urveyars
Northprr:rafe Jf{rce° B:rzid:rjg
605 E N4dFaard Azierr:se • 5asrte 172
Spoknlze, Waslttrzgtan 99218
(549) 467-1550
May 14,2003 FAX {509) 467-8289
RECE '~ED
1VIr. Dick Thiel ` - - .
Ciiy Engiraeer
City of Spokane Vailey Cltlyl" of Spak~ne Vc~~~ey
11707 E. sprague Aue., ste. 106
Spakane Valley, WA 99205
Ke: i':tR[:y C"EriL'S JuIr(1LillS'iUXi
Qur File No. 00-I8V-2
~
Dear T3ick:
Purstiani to aur an-site meeting on May 13, 2003, with respeci To the abave-referenced proI ect, I
have since cnntacted two of the landowners of whieh bnkh do not wish t4 perrnlt use at a
temporar_y corastructian eascment to constr.act the e(irzcreke: c1irbs along the frontage «f the •
property. I have nat heen ahle ta make contac[ with Yhe third landowiier as of ihrs clate
,A~"wc; discussed, the proaect oragiiiall_y did rini reqtiire curhs pr siciewalks along thaC pot-tdoi7 nf
12tii'f1u--. that was not fronted by jhe pfat 'd'he vriginal desigt2 required [wo (2) 100' asphalt
tappcrs ic9 Rnesh the proposed road widening to tlie exi5t.ing asphali ecYge. In thcory, tliis appe,zrs
feasible, but ❑nce you review Zt in the fTeld, it left a small travel section that was not only
anatiractive, but cvu[d be of a safety issue
We propose to pave the full width of 12th AVe. from the edge of existing asphalt ro ihe erige of
gutter whzch icaves a nice ciearn edge for al1 tandowners and futuxe installatian ofcombinatinn
curb and gutter. As we are very anxiaus to begin constniction, we would appreciaFe, youi-
roncurre,~ce tr, the praposed paventent plan as shown on the a1taehea e!chibit sn wE catr move
forward.
IF ya:: shoutd have any questtans or comrrLents, piease dv nat hesitate ta ca1l.
Halan Engijaeering, Inc.
andell G..Hahn, P.E. , ' . - - . - , . . .
Encl. - ~ _T v, - : . . , • . . , , .
Cc: Lee Cameron, wfenrl.
r1~1-:43-2''P"hiel !et
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STA, 11 +41,77 12th AVE.
STA, 6+25.00 PERRINE RD. STREEf INTEFlSEC
STREEf IN`FERSEC7IDN STA• 16+98.37 1
S7A. 14+93.97 12th AVENIJE STA. 6+3QA0 WF
- -n iNsTAu wMDEAP ReuPs ~
pER sPnwwE oauNrv sros.
(SEE nErAjLo skEEr a oF e)
RO~D
. ~ E7tISTING ED6E C7F ASPHRLT
PRQP05EO ELTGE OF NEW ASPHqLT
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63.E0` 5495' k_ g
pERRINE WHIF'PLI
r. RClAD ROA❑
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Office of the County Engineer
Spokane County, Washington
24 February 2000
To: Randy Hahn, PE
From: Development Engineering Services,
Bill Hemmings, P.E.
DRAINAGE LANGUAGE FOR: P-1737 - Valley Pines Subdivision
Drainage easements, as platted and shown hereon, which are for the purposes of installing,
operating and maintaining drainage ponds and drainage facilities to dispose of runoff, are hereby
granted to Spokane County.
Spokane County and its authorized agents are hereby granted the right to ingress and egress to,
over and from all public drainage easements for the purposes of inspection and emergency
maintenance of drainage swales, ponds, ditches, culverts and other drainage facilities, if not
properly maintained by the property owner. Spokane County does not accept the responsibility to
inspect or maintain drainage facilities located outside of public rights-of-way, except in cases
where Spokane County specifically assumes that responsibility in writing Neither does Spokane
County accept any liability for any failure by the property owner(s) to properly maintain such
areas.
The property owners within this plat shall be held responsible for keeping open and maintaining
the surface path of natural or man-made drainage flow over and across their respective properties.
If the property owners fail to maintain the surface path of natural or man-made drainage flow, or
drainage facilities on private properties, a notice of such failure may be given to the property
owner If not corrected within the period indicated on said notice, Spokane County has the right
to correct the maintenance failure, or have it corrected, at the expense of the property owner.
Spokane County does not accept the responsibility of maintaining the drainage course on private
lots , nor the responsibility for any damage whatsoever, including, but not limited to, inverse
condemnation to any properties due to deficient construction and/or maintenance of drainage
courses in drainage easements on private property.
Any building that is constructed on a lot in this plat shall be set at such an elevation so as to
provide positive drainage away from any drainage entry point to the building (including but not
limited to a window well, a window unprotected by a window well, or a doorway) Said positive
drainage shall consist of a minimum slope of 3% away from the building for a distance of at least
10 feet from the building The lots shall be graded so that either a) all runoff is routed away from
the building, and conveyed over the lot to a natural drainage swale or approved drainage facility,
or b) drainage intercepted on the lot is disposed of on the lot in an approved Idrainage facility. All
- ,
drainage facilities for this plat, including any `208' swales, shall be constructed in accardance wrth
the approved plans on file at the Spakane Caunty Engineer's Office Any prvposed changes to the
approved raad and drainage plans must be approved by the Spokane County Engineer's Office
privr to construction of said changes.
The property owners within this plat shall maintain all water quality swales ("208" swales} and
drainage ditches situated an their respective praperties, and any portion of a`208' svvale situated
in a public right-of-way adjacent to their respective properties, with a permanent ground cvver as
specified in the currently approved and accepted plans vn file at Spokane County's Engineer's
Qffiee No structures, including fences, shall be cvnstructed directiy aver or within a`208'swa9e
without the expressed written cansent of the Spokane Caunty Engineer Spakane County daes
nat accept the responsibility to inspect andfor maintain the drainage easements or drainage swales,
nvr daes Spakane Caunty accept any liability far any failuce hy the lot owner{s} to praperly
maintain such areas
The awner(s) or successar(s) in interest agree to jopn in a.riy County-appraved stormwater
management program and to pay such rates and charges as may be fixed through public hearings
for service Dr benefit obtained by the planning, de5ign, COnStruCting, maintaining ar aperatian af
staranwater control facilities.
Hahn Engineerl'ng, Inc.
Professronal Engiizeers and Land 5urveyors
Narfh 8623 Div:saor: Skreet ■ Szc:fe !3
Spakaiae, Wasirrrrgfor:99248
{509} 467-1550
FAX (549) 457-8189
DeCeIt'1bef 7, 1999 RECEIV ED
DEC 0 J 1999
Mr. Bill Hernmings SPOKANE COuNT't E,3GINEER
Spakane County Public Wnrks
1026 W. Brvadway
Spokane,1lVA 99260
RE: VALLEY YI1VES
Dear Bill:
[n our recent phone call on ihis date we disclissed the status of the las# submifital
and preliminary taond amaunt estimate. 1 haue been ii7 discussion with the clienClawner
and he indicated it would be extrernely helpful if we could gek the estima#ed band amaunt
at this time. It is my understanding that it will take stame time to prvicess the bond, which
would paraliel review and apprvval of the tinal plans. The mvst impvrt,ant aspect of the
bond to the owmer is it shows acfiiviiy to the buyers caf the lnts andl helps secure the sale,
withaut it at this time there is little chance of the sale being completed, whiGh wou1d
mean financial disaster to rny client.
I am requesting on behalf of my client that yoa please complete the bond amount
estimate using the quantity take off ddta that wre have supplied yau. I have attached a
secand copy for your use to help in expedifiing thas matter.
If you should have any further qLtestions, pfease feel free ta contact me.
1~Iery truly ypurs,
HAHN EIVGINEERING, 1NC.
Randell G. Hahn, 1'.E "
F'resident
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' NORTH 8623 DIVISION LETT ~ ANSMITTA
SUITE B 2
SPOKANE, WA 99208
DATE JOB NO.
(509) 467-1550 Z3/5'S I
FAX (509) 467-8189 "TTE''".~•LL
TO
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NOV 2 3~
, ENGIN~E~
~7Y
r~
KIN
'
WE ARE SENDING YOU ?lAttached ❑ Under separate cover via the following items:
>
O Shop drawings >4zo nts 1-1~ns ❑ Samples ❑ Specifications
❑ Copy of letter ❑ Change order /n
COPIES rA • . .
AD.---4-siet> k4f)j-~ - >Z)14-,~>
D~-
I
I I l o~ sw~~-~
I I I
I I I
THESE ARE TRANSMITTED as checked below:
O For approval ❑ Approved as submitted ❑ Resubmit copies for approval
❑ For your use ❑ Approved as noted O Submit copies for distribution
> ❑ As requested ❑ Returned for corrections ❑ Return corrected prints
❑ For review and comment ❑
• FOR BIDS DUE ❑ PRINTS RETURNED AFfER LOAN TO US
REMARKS
COPY TO
SIGNE
PRODUCT 240T
Il enc%sures are not as noted, klndly notl/y u t once.
r
S ]P Tf ~ iq 'E C~ C] u I•r -F 'Y'
. i
T?IViS![}hI OP EiVGENEEAIAfG A1+fE7 ROADS A I]riASSSC]lv QF TH8 F'T76LiC WQRK5 I}EPAR'4"k1ENT
William A. ]ohns, P.E.. County Eng~neer
Navember 1, 1999
Mr. Randy Hahn, PE Hahn Engineerring, Inc.
Nvrth 8623 I)ivision
Suifie B
apo'Iane, WA 99248
REs P-1737 - Valley Fines 5ubdivisian P1an Submittal
Dear Randy:
We received your plan submittal and supplemental submittal of revised plans on
dctvber 26, 1999. The plans and supparting data tlaat wer'e subrmitted do aint nneet
the minimum requirements ior a plan submittal. The submittal checklist is being
returned to pmu. A quick review of the subrnittati revealed the Tnflowing problems:
1. Yvu did not put the required approval statement on the plans and sign and
apprnve the plans. There alsa was no approva1 signature from the owner.
2. There were no sv►+ale lot plans and erass sections as required by the Spakane
County Guidelines for Starmwater Managernent far those lats that have sw'ales•
3. "There were no centerline bearings an the raad plans.
4. There was no submittal for ho►n+ the road s€ctinn was determined.
VVhen the ab4Ve items have been resolved and you have checked the plans Car
rnirtimum requirementsy please send us a new and complete subrnittal. lf you haae
any ques#inns, please call me.
SZI1CQ1'elya
~ .
~
Bi11 Hemmings, PE
Development Services EngineerIManager
Gc: File, Chestet' T. Lackey
1026 W. Broadway Ave • Sgokane, WA 99260-0170 +(504) 477-3500 FAX: {509) 324-3478 TI}D {509} 329-3166
' ~~~KANE CO~Y INTERB1 ROA.1.1 +Gl° RAINAl3Er
S~lY~l 1 l. ~Crin,CA1 ~Ib?1
PRQ~LECT ~ DA'TE:
PRoJEcr HAME:
g~or~c~r s~o~asox; ~V~4 5 f~~A'~Vl) ,~'rG,~ ~'nrf ~ 9 ZP -
PROaEcT ENcINEER: TELJ
p~fll~cr ~oR: ~'U►r~' ,~~'7~~1~ ,~'~h`r~►~~'' ~ ~T o
r .
(Pin)
PLEASE PR[]'VEUE ARE.SP[]NSE Ta EACH OF"TBZ FaLL{3WiNG P3'04S.
GENERAL ITTlbfS
Y.~LaCIHrAO 1. A signed "AGREEAIENT 'I"C3 PAY FM" forcn has beea subnutted to Spnkkane Counry along wsth any
appiicable plac fees, pnor to any pre-designlpresubmattal meering
v„yPNo0wAC1 2. I have a capy of, a.ncf have reviewed the m4st recent conciiuons of appcoWal and aay ETSJMDNS requLremesats
and cvnd'auons af approval have been incarporazed in this plan sutaam.ittal.
FR+DJECT I3E~GN
Y,ICtH,11N1,►11 i, t have rQmpieted amintmum of oue pre-design meeung wi[b Spolcane Counry Deaelopment EngiaeerYn$
5enrice5 Engineers where agreement was reached an draitsage design aPProacb.
x.13naaK~.1,21 2. I have included che resuits af aay gentechmcbi cescYng rhat is required tay the desip approach eo verify design
parazueters.
r.MrrvCNrA13 3. T have inclucled aaay reguireci gaVemeat design caicuiauons on new Public roadways as requixcd by the
"SPOKANE CC7C1NTY S'TAAAII)ARD5 F(?R RC3AD AIYD 5ER'ER CC}N5'T'R[]C1ZQIY", latsst editian.
rsIZIuoCx+ACI 4. 'Me road and drainage plans cumpiy with the"SI`ANDA.R13 ROA9Q PLAI+i" requiremems foc` plm profUe, and
r,ypical crass =tioa elemeats coutauaed in"SPOKANE COUNTY STANDARDS FOR ROA.l? AND SEWEEt
CONS'['RUC'I'T(]M" llteSi edl[iOik excej7i 3S 811qwed F.hT'DUgh approved deSigll devlSiioiLS.
,e.zZN.C3rvA11 S. 'TbE draiiuag8 iepptt itlGoipoCate4 Che miALrnLiia reqtSirements fOt a Stfliit] dra=ge aaaly51S as ri0te$ in the G5M
and other items which are apprapnate to demanstrate that tbe destgn meezs a11 requarements of the 5pokane
Caunty Gusdelines for Storatwazer Management except as allowed ihrougts aPProved design deviauoas.
rc$ZLpruAC3 5. A camglete dra.inage basin map with c=e af concenuatiaa paths shown has beem included witfl che deta"sled
hydrology caleulations: Dtiinage basia tnmp shows topograPh. .Praps&J'drainage features, and correlates N+nrh
hydrology c.akcula[ions.
reAr.12ruwll 7. Ali applicabte t-aff"ic signiag requiremenrs aae met and have been iacarparated in the plan submittak.
v~N.QwdC1 I have ictcltuied copies of all apgraved DE.STGN UEVIATIC}NS wtuch are required for this project.
r.Z413wA13 9. 'Me plans aad drainage report are scampeci, sign.ed, and dated, aad contains, the applicable cernficatsor.
5t3iBII1C[3[.
ra~r&❑mA0 lO. I tisve inciudei an adequa.te erasian control plaxt and applica6lc standard plan naces,
r.~0t40rua9 11. 1 kavc securezl approvais from ail applicable outside agencies such as fire disnicts where applicable and hav
iuciuded proof n#` their appravals..
r.ON.[ImAll 12. I havc provtded aa acczgtable means far perpecual maintcnanve of street atui cixainage faeilicies tha is acx:eptab
ca Spakane Counry aad have securcd and iacludcd crapies of any required easemears.
a~
vrOIrueCI 13. iharre reviewed the gians, calctiilauQas auci ather subm.ittal data for compleuaess, accsumcy and 4:saasistency a
have srsbnrutted two copies af plans and (I) txsund drainagc repon.
. iujprs~:,nd that the tequxrenaents nuted c are the msnimum requuemenss necessaay rlorm a y-14t,k; _
and chat adciiuoual m,fvrrnacion shou, oc included witts dus submuna4 as necessary
i ttnd,ersfianct that tbis submitW `a,rW be checlced for coampleteness pnor to revaew, and that it wil1 he remraed for furcher inf'nrznacivn
if it is fo►md ca be incomplere .
I rundemmd that this submittal wvilY not be aceepted for revierF (and pisced an the review List) until a11 reqnired iiufnrmation hw
been snbmitted.
~ k
Farm campleted by thc rcspoasible Esigasater: p''•o".E". rT ~ /,/,e,.
cqmPany:
Addres5: ~ ~~'a~3 •s~~~'e~,rc~r~' ~7~ ~',~'c:~,~~i~~'~. , ,~'1~' ~1~ ~
Zig eode
Date:
~ .
FCIR SPOKANE CQbWrY I3SE C1NZY
5i]]BMITTrLL: Accepted fcsr reuiew.
Recutned fQr subtnittal aP riae fallowvag:
GENERAL I'1'EM,~ : gtp "fio~lkt.- 6F Pc.A►qSr F"wL 60me4 NIA0V4z-,
No 4D'7` PdA2,1% . Na Pgseb~t ~'nqW-M►FVes,a dN PdW ,emwo--+ A-i"r'd-,f,
e~-~.'L~t11~ '~~!''Lfar /1~1SSea~1L~ dI~[ ~'rt,rC1' +Pl.r~roS,
PRQJECT I3E5IC'iN
REST,.TBNtMAL. f'TEM
Fcsrrn retumed co:
Campany: ~I`I
Addrass: XI ~i U T Se E] o~~ i. ~RK►¢Al~., u..~ r`~`~v~~j
i7am: !i ~
By: ~
Spokane Coumy Public Work3 pavelogment Services
2
- SPOK;ANE CULrN'TY INTERIM ROAD - DRAI~'vAGE
SUBMITTAL CHECKLIST
PROJECT li / DATE:
PROJECT NAME: y~ L L' ~r PI ~ I G~
PROJECT SPONSOR: 5 lVa4e'04511V'e~:) Y/fg-/e-0g1l~4T I 9 Z~ - 710 ~
PROJECT ENGINEER: PWNC~~ Ho"AJ TE1 -4 46 7- 1 s~i9
(Road & Draimage Pians)
PROJECT SURVEYOR: TF~ ~
(Pfac)
PLEASE PROVIDE A RESPONSE TO EACH OF THE FOLLOWING I'TEMS.
GENERAL ITUiS
Y'9rroC3NiA❑ 1. A signed "AGREEMENT TO PAY FEFS" form has been submitted to Spokane Coun[y along with any
' applicable pla[ fees, pnor to any pre-design/presubmictal meeting
vaXr+oE1NjA❑ 2. I have a copy oi, and have reviewed the most recent conditions of approval and any EIS/MD[VS requirements
and condinons oE approval have been incorporated in this plan submictal.
PROJECT DESIGN
YatnoCIxfA❑ 1. I have completed a minimum of one pre-design meeting with Spokane Counry Development Engineering
Services Engineers where agreement was reached on drainage design approach.
,resllr,o+-+NlAl~g 2. I have included the results of any geotechnicsl testing that is requued by che desi,n approach to verify design
parameters.
YaOrr,13w.❑ 3. I have included any required pavemenc design caiculadons on new Public roadways as required by the
"SPOKANE COUNTY STANDA.RDS FOR ROAD AND SEWER CONSTRUCTION", latest edi[ion.
YnZRo0N/AE1 4. ~ i
raZo❑N/A❑ 5. The drainage report incorporates the minimum requiremencs for a storm drainage analysis as noted m che GSM
and other items which are appropriace co demonstrate that the design meeu all requirements of the Spoicane
Counry Guidelines for Stormwacer Management except as allowed [hrough approved destgn deviarions.
vAa11N1A11 6. A complete drainage basin map with cime of concencraaon pa[hs shown has been inctuded with the detailed
hydrology ealculatiens: Drainage basin map shows topograph, pmp~,sedl-drainage features, and correlaces with
hydrotogy calculadons.
rdcrrr.ON/A❑ 7. Al[ appiicabie craffic signing requirements are mec and have been incorporated in the plan submittal.
r~K.Orm❑ 8. I have included copies of all approved DESIGN DEVIATIONS which are required for this projecc.
YaV611HlAl-I 9. , . . ,
rci wOwA❑ 10. I have included an adequate erosion conaol plan and appticable scandard plan notes.
r.O.C]NlAg 11. I have secured agprovals from all applicable outside agencies such as fire districts where applicable and have
included proof of their approvals.. ,
rXK.13NMC3 12. I have provided aa aeceptable means for perpetual mainteaance of sueet and drainage facilities that is acceptable
to Spokaae County and have secured and included copies of any required easemencs.
Ya~M0+-+N/A❑ 13. I have reviewed the ptans, calculaaons and other submittal data for comQleteaess, aecuracy and consistenry and
have submitted cwo copies of plans aad (1) bound drainage report.
w
[ undersLand that the requiremencs nr•-a e are the minimum requiremenu necessary c :rform a c;usory reviCw UL u,'- Y•VJ,,,,.
~-p1anS:. and that addidonal informadoc L oe included with this submittal as neces:
I undersrand that this submittai will be checked for comple[eness prior [o review, and chac it will be renuned for Curther informauon
if it is found co be incomplete.
I undeistand that this submittal will not be accepted for review (aad placed on the review (ist) untii all required information has
been submitted.
Form compieted by che responsible Engineer:
comFany: 5 N6, I/14~5e
Adaress: ~ 8~2~ l~~~~S~or<l ST' Si°O~~t/~/~ , ~l69 • 2Uc~
Date: Zip code
1
FOR SPOICAIYE COUiV'TY USE ONZY
SUBMI77r1i,: Accepted for review.
Recumed for subcnittal of the foilowing:
GENERAL ITEM P~rp A-fIQe+LI I~L. o F PLr4K2 F"wt &Q 60^ee612- _ N-o 6 ca To@Z N/QOVriA-,
NO ,Zpb 46i Pls'bJS , 11t0 Desebs.l /A[f'oRMkT1QrP ON RdF17 4cc-woN' A5VKV.
c Fs~Tr,~ c,~~v~ c3 ~ Kbz tit~s s, u c~ oN Qo~o p~,~~o5,
PROJECT DESIGV
RESUBMITTAL ITEM
Form rerurned to: Php46y4AN . fC,
company: j4.44N
AaaTess: N . aro X?1~
Date: lI /j J9 q
gy; ~ A,-n
Spokane Counry Public WorODevelopment Services
vuP1W1.onu$y95 2
/
~ '"ta 6dr~4veeet~'g, 9jlC. RECE,11 ElJ' ~
NC?RTH 8623 DIVlS1ON
s~Q~u~E, wa 99208 0 C T 2 6 1999
(509) 4+57-1550 51~f~,~VE CD1~1~iY ~fN~~ DATE°~~~~" 1
F101][ (509) $6 `7-8189 ~arren~
i
TO
WE AFiE SEN[71NG YOU XAttached 0 Under separate cover via the fallpwing ite+ns:
~
❑ 5hop drawmgs ❑ Prints ❑ Plans p Samples Q 5peciiicatiions
❑ Copy of letter 0 Cha►rgQ nrder 0
COPIES O ■ i
J~!OA-ih>
I I 1
I I
I
I i I I I I
THESE ARE TRANSMITTEm as checked below:
0 Fvr appraval ❑ AppraVed as subrnitted 0 Resubmit copies for approvaf
❑ Fve yvur use ❑ Approved as noted ❑ Submit Eopies for distributian
0 As requested ❑ Returned for corrections ❑ Re#urn corrected pnnts
s
CJ For review and cvmment ❑
❑ FOR BIl7S DIJE 0 PRINI"S RETUEifVEL7 AFTER LC}fW TO LJS
REMAFtKS
7774-6F_
c
rl,~
~
COF'Y TO
Si[aNED: ~..wt.~1r..+s~
PR4DLIGT 240T 1T enClp.sures ar9 r7ot @S rioted, klrrdly nat!/y u.s at 4nea. -
Nll" 46,40l!'a°L'EirLffoi 9iZC. ~ " i ~ ~ ■
idQRTH 8623 ❑LVISIfIN
Sll VTE E3
Sf'OKANE, WA 39208 r
(503) 467-1550 oATE Ap I ~ JO6MQ
r f~~
FAx 4~0~ 467-8189 A,TENT~ON
T° ~G~~~-~1~ IZ
~~,IAX tWS RF /1:1//00 ~
~
I"'S C COVEI
. OCr "g
WE AFtE 5EM❑INU YOCI ❑ Attached CJ Under separa~~~66Ng~iQUNTY ENGMER the following iterns:
~
Cl 5hcap drawings Prints , ❑Plans 0Samples ❑ SpeciPications
❑ Crpy of lstter 0 Change order ❑
COPIES ■ . .
~ ~/t{
5 91UC~
~ " I______/ I.,s~~r~~~.r~__ ~'~-•~.~~=c~~~-r
I I ~
I ~ d
I I I
1 I I
THESE ARE 7RANSMITfEC] as checked belaw:
0 Fvr approval ❑ Approved as submitted 0 Resuhmit capies fcsr apprvval
❑Fve ycour use 0 Appraved as noted C] 5ubmit copies fvr distribwtion
3 0 As reqwested ❑ Returned for corrections ❑ Retum corrected pnnts
X14or review and comrnent 0
❑ FOR BIDS DUF 0 PRI4VT5 RETURNEC] AFfER LORM TO IJS
REMARICS
A..1 O1 e- THP- z~Wl~".*!V7217WS
j
i -,e'4Y-- `~~Y~<
coPV Ta ~
SEGNEi7: 2o.
PROOl1Cr 2aOT y mraclasures are r~rst as notad, kindly r~otlly ua
10I2711999 14:11 4678189 HAHN ENGINEERING PAGE 02
VnsrcrM ceP a►WArrKM140 nNv **wvs ~'~~yrts~ar~ erYr,u ~rm.cc t~+nau~e,~ p erw~rraur~T
Wmur 4o. 1Ehaea lz., Ciwwep'lnsipw Dawwli ~6. Ssb~L A.~.. CA1ffewve '
AGREWbW&~ T TO Y'A~ ~
~aVM=f3 A~~~T NUMMEA S-7
. 7Wa sgiCr~nwn! 6eiwRm 3pvkmivo [:bt1tL3► aad S W LACKU .
whoarC ,pmftn in cte PraSeQt ie A . ~ SECiJW PASTVS
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2. The nastrr~SMW &greei Tkuat '1hcte fees aee drue artd gaqaWc v,pon seaeips of +rha bt[llft as spoatAr.d
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10I27l1999 14.11 45781$9 HQHN ENGIhfEERZNG PRGE 91
Hahn Engineering, Inc.
~mkwa! Errginem axd I.and Survevors
N. 8623 Diviskn St 5riite B
Sfckdme~ WA 99298
(509) 467-1550
FA.Y {509) 46 7-8189
~~~12otrZE C~ ~IMT
DATE : 1 C)
TO: _ ATTN :~L I4en1(n) FAX 1+7o. TOTAI. PAGES : C~
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WE ARE SEND I'NG THE FOLLCKING:
CCbMNN'f5 :
xf you dv not receiva al l pagas ar have any queations, gleaze ca1 l
us at (509) 467-1550
_ :3riginal will not follow
original wili follawr via:
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Federal Expresa OCher
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5pakane County Engineering Department
Pre aesign Meeting
Frf7]@Ct: Vdle ■ A P "J ,PI/,3 I D$tB: Yy f I
Design Firm: U4-kv Frr!
c, Desi qn Enginees:-4~
Prmject 8gonsar: zu~ 4,14,
Meeting Attendants: 5pokane County=
Spnnsor;
sTR ~ i - 2.5 =-LIV # af Lots 37 Acres
Conditians of ApQroval:
* ~',.aTernfA-( 4JS e-_G ba L4-1 A c.Ges5 36` C~ ~
Loc.oI ACc-e-SS ~ Le~ ~ ~ ~ ~~•.v.~ I~
~
* P-Oi
~
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• Max9mum number of units wrhich wiff have ar.cess from a single roadway. ~U(,
• Mirnnaum interseciion spacing is 300' fior aPrincipa! Arterial or a Minar ArtenaP and 150' far a Callector ArteriaL
+ Are any off-site slape easements needed, ar off site righ# of way acquiSitiQn needed. /JZ)
• Street5 Ionger than 1 fot deep will need a eu6 de sac. P/16r
• Ntinimum road surfacing requirements are 216 fvr focal acr-ess roads and 416 for arterials. Provide a pa►rement ~
design as per section 3.16 of the rvad standards. k- 0e.~~ le- )..,.r rJ-)
14~11NJC~ `ta LILSe w141:*F'~ ~
•Basin Map wiil need Tc rvutes, existing structures, sail type, GN 1Jalue or C Value for each soil type, natura6 ciosed
depressians, bypass areas, and existing cantours sufficient enough ta depict basin boundanes far both pre-devebped
and post-develaped r,anditians.
+ Is the site Iocated within the Aquifer 5ensitive Area?
~
• The subsurface invesfEgatimns may need #a include soil Iogs, sail classification, measurement of ground water
eleVation and mfltratEan rates. sptT,.1
■ A dawnstream analysis wil[ be needed to d'e#ermine the e.apac9ty of the conveyance system. AV/4-
• Qesign stocros that are required in the analysis are the 2, 10, 50 and 100 year events.
• What is the proposed method of providing perpetual maintenarrce for his project.
•Emsion +Gontral Measures are required for this project.
5
• Design De►riativns needed: °
lnfiftration rates Iess than 72 inches per horar.
Retentivn Ponds
Fiammerheads
~ ~ • a , ~ `~~J Af? 5 ~ r~ ~ 4'~ ~ ~.~,g r ~ M ~~rl' ~ ~ .
SENDER- . O COMPLETEVHIS r • DELIVERY
- -
■ Crsmpleta items 1, 2, and 3. i41sn r.,ornptetQ A ig r
ftem 4 if RestrlctBd Delivery Is desired. 13Ap"t
■ Rrint yaur name and addrem rn the naveme x O-autdressee
sa that we can rstum tha carrJ To you. B. Recdvad by { W N'ame} C oata oT [3~ff~
■ Attach this card to the back vt the ma3fpieca, ~
ar or~ ths frant if space ~rrratts.
Is de[{Very d diRersm irom itexn i7 C] Yes
7. llrtFds Addressed tn: - ~t[f YES, em~elEvery eddress belaw: C] Na
~ - - ---~e '
~ Nickalas & 1Vlargaret Janssen °
165 Bouquet Canyun Dr.
palm l3esert, CA 92211 ~ 3'~~o0 TYPO
csrtr~~ ~an Q ress Man
, Q AegiScared Reisrm Receipt for N1e.rcnandise
0 1n5[uei Mal3 OC d D
4. Ftestrlctod De!lvW F-Ytre Fea] C3 Yes
2. Artic[e fJur aber i! 11 11I 0E}~ 28a 0 10[~ Q ~ 2 ~~16I 18~] 74 { 1l~
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(~a~`er r~am s~vtce ►a~l~ :
,EOCeil] ~.811 1j,IFSt!fIJ~ ~010~41 ~ ~ I qoTEstEC RffWrR FteCBi,pt 102595-02-AA-1541
dPS
LINITE❑ STATES PO3TAL!M 9NEGO CA 9;-1 . uvr-trass
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P a sPaid
19 EW 05PN4 13 TI . i ~ ere. C~i'~'`
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• Sender: Pfease print yaur name, address, and ZiP+4 in this bax •
~ -
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6
` City of Spvkane Vafley
I Attn. Caroly_n Gearg~
; =1-1 707E 5prague Ave Ste 1 06 -
~ Spokane Va11ey WA 99206-6124 -
~
- -
61141~~EltP~
r- ri ~,,,6 `IFE91~l11f16i lli Yflkd'k611lli1Mlfi1l 11 Iilli1i11
sL -_VIITTAL CHECKLl ~
PROJECT __O3-7 REVIEW # ~ REVIEWER: PA~.I DATE: 463Reaary'1995
PROJECT: VA I /Ell
PROJECT SPONSOR: K~ ~ -~^~✓~STS r 5 TEL f{ 53Y- AD $6
PROJECT ENGINEER: #A"A IV TEL # Ytg 7
(Road & Druinage Plans)
PROJECT SURVEYOR: TEL #
(Plat)
ADMINISTRATIVE REQUIREMENTS ~
~
v«~ N. ❑ N/A E3 1. The $100.00 fee and Agreement to Pay Fees for plat review have been accepted by Spokane County for this
/ subnuttal.
v«~y~( noOwn ~ 2. The Review Fee Account is cunent (no invoices, over 30 days outstanding).
va~-' No ~ N/A 0 3. I have noted the plans in, pla,is out dates on the pink sheet in the file. ~
V~❑ No E] N/y& 4. If this is a mobile home park project, plans were routed through Planning?
Y. 0 M 0 wA 0 5. The file contains a Spokane Couuty Engineers Section map, Assessors's map an aerial photo.
Yn 0 ro 0 N/A El 6. Field review made. If yes, complete attached forw "Field Review Report".
PLAN REVIEW REQUIREMENTS
ve, LE3r,/A E] 1. 2 copies of the plans and a bound drainage report were submitted.
v~s [],,N,n El 2. The plans aze on 24" x 36" sheets.
Yn 13 x;q N/A 0 3. The plans and calculations are stamped. . Plans must be marked "Prelinunary" or "Not for Construction" if
they are not the final approved plans. Fuial plazis must be signed and dated by the responsible Wastuugtou *
State Professional Engmeer.
v« E] E3 4. The developer has signed and approved the Final Subnuttal of the road and drainage plans. ~
v.s E]reo E]N/n El 5. The Standard Plau Notes have been iucluded on the plaosot ~
vE] wn D 6. T'he project is (ocated iu the Aquifer Sensitive Area.
v.s 0 rro 0 NinX 7. List any desigu deviation requests and dheir status:
v/~XNo 0 wA 0 8. Locate the Findings and Order for the project and list any unusual conditions: • ~
v o❑ N/A E] 9. Street names are consistent with Plat.
FLOOD ZONES
r• 0 1:1 wn ~ 1. Does the entire plat lie outside of designated 100-year Flood Plain Area?
o9 C] n/n ~ 2. Does the entire plat lie outside of Zone "B" of die designated Flood Plain Area?
vcs 0 r,o 0 nI 3. Is die mau. street ponding in any part of a Zone "B" less than 1'?
vtl 11 ,vo 1:1 w 4. Does the plat contain appropriate language limitiag dhe lowerniost opening in a structure locaced in a Zone
"B" to not less than 1' above die lowest road elevauon?
v •o F-I rr,A El 5. Is the entire project Iocated outside of an identified Flood Plain Area?
va o 0 N/A El 6. ls die entire project located outside of an identified Stormwater Management Problem Area?
cklistv4.0/1an95 1
I
ROAD PLANS
1. List any roads diat must be designed and constructed on the projeut.
I ROAD NAML I ROAD NAME ~ ROAD NAMr I ROAll NAME I ROAD NAME I ROAD NAME
ROAD CLASS I I I I ( I
'CRAFC'IC INDI:X (1) I S I I ( I I
1'ERRAIN I I' I I I I I
PAVED WID'fH I 3(p I I I I I
R/W WIDTH I ~ I I I I I
POS'I"ED SPELD I1O I I I I I
DF,SIGN SPIED I 35- I I I I I
MINIMUM GRADE I I I I I I
MAXIMUM GRADE I I I I I I
STOPPINC SIGHT llIS'I'ANCE I~O I I I I I
MWIMUM H0RZ CUKVE I yI4 I I I I I
TYPE OF CURII REQUIRIsD I~7 I I I I I
MIN ASPHALT SEC170N I'A~ I I I I I
MIN GRAVGI. SGCT(ON I I I I I I
I 'PA M:Ne
I' I II I I
(1)'17ZAFFIC INDEX: Major Arterial 7; Secondary Arterial 6; Collector Arterial 5; Local Access/Residential 5; Private 4.
v" 0 no 0 N/A)< 2. Planuing conditions require submission of a landscape plan. (NOTE: Usually associated with PUD's).
ns 0 r,a 0 r,/n 3. I have checked the landscape plau against the road and storni drainage design and dhere are the following
conflicts:
ves 0 No 0 N/A/( 4. The followiug road plans have a bearing on the desigu of roads for diis project uid a copy is in die file:
vIX C] N/A El 5. Vertical curves meet stopping sight distance requirements.
Y, N0No EIN/A E3 6. Au "R" Value Test is required for dhis project. ~
va E:] N/OK/n 1:1 6a. For each soil group an "R" Value Test has been submitted for each soil group for [his project.
v-)o 0 wn 0 7. Is the bench mark shown on the plans?
Y. 0 nX Wn O 7a. The pavement section is adequate for the "R" Value Test and required traffic index. ~
♦
v?Xno E3n/n E) 8. Are stationing equations shown?
vXNo [3 n/n E3 9. Is stationing correct (south to north, west ro east, reading left to riglit on the plan)?
Y. El 40 nIn ~ 10. Are existing utilities showu on the plans (or an infomiatiou copy of the utility plaiis submitted)? Y. 13 rvAN/n ~ 11. Are proposed utilities shown on the plans (or an information copy of the utility plans submitted)? ~
vX E] n/n E] 12. The project plau aame matches dhe plat name.
cklistv4 0/Jan95 2
~~Ha 0wn El 13. STREET WIDEI i/INTERSECTION WITH EX[STIlVG C TY ROAD
y y X o 0 N/A 0 13a. Are curb design sheets provided for widening of existing streets?
v-.XNo 1:3rr/n 0 13b. Does the curb design confomi to Spokane County Staudards of section cross slope (Benveen 2% and 4.5 5'0)?
ves oON/A O 13c. Is there a street cross section shown for widening existing streets?
Ve No ❑ N/A o 13d. Does the proposed new width match tlie widdi required in the Findings and Order?
vylI.n. 0 N/A 0 13e. The cross-section shows: Existing R/W, Proposed R/W, and auy required Future Setaside.
v s0 r,~vIn E] 13f. 100' (min.) pavement taper into project is shown.
v./Y rva ❑ N/A ~ (1) There is ade9uate R/W for die taPer to extend from tlie new Paving width to existing Pavement. ~
vtl El N. 0 rr~A/'g (2) There is inadequate R/W for the taper to extend from the new paving width to existing pavemeut; taper
extends from existing paving to R/W.
va C] ,b 0 N/A 13g. Lengdi of pavement taper out of project meets: WS2=60 for design speeds 40 roph, WS for desiga speeds As
> 45 mph, or feet has been approved by Spokane County Traffic Engineer.
Y. E] N. ❑ N/A 0 13h. Transition from end of curb to existing paving is shown (curb should nose down in 12").
vv 0 na N/A 0 13i. A 4"-wide, wlvte painted fogline at 12" from the edge of paving is indicated (tapers or tangeuts). WOXO
ves Ll N. /A 0 13j. Are the curb grades, for any required curbs, above the counry nunimum of 0.8
Ya n/n 0 13k. The curb type meet Spokane Counry Standards.
1
va~ N. O.rn 0 14. IYEW STREETS
v~7vo 0 N/A E] 14a. Does the proposed alignment meet Spokane County Stanclards?
vu'YM"'rvo 0 IA 0 (1) Centerline slopes are widiiu Spokane County Standards.
Ya)Q N. E] wA 0 (2) Vertical curve lengdis are adequate for intersections and stopping sight distance.
v« x nb E] IA E] (3) Horizontal curve radius meet Spokane Couuty stauclards.
ves)gvo EIN/A E3 14b. The plaiis show dhe typical cross sectiou for streets.
vc s o 0 rv/n 0 14c. Does the proposed street widtl~ match the Findings aud Order?
ve~ na 0 N/A 0 14d. The typical road cross-section shows: Existing R/W, Proposed R/W, and any applicable Future Setaside.
vesl~ N. 0 n/n 0 14e. The typical road section on the plans shows the cross slope and it is widiiu die 2% to 4.5 % standard.
v-,M ❑ N/A ~ (1) The Cross Slope is conect when checked on the profile drawings. ..p-
!
vX rb Cl wn 0 14f. Curb type: Is sUown and is the propose type for the road classificatiou. '
ves%p r,o ❑ N/A 0 (1) Meets Spokane Couuty Road Standards for curbs within the public right-of-way.
vnX No 0 N/A 0 (2) Consistent with the curb type in the general area.
ves)K,o E] N/A Cl 14g. Are the curb grades above the county minimwn of 0.8
Yn ~N- EIN/A E] 15. Locarioiis where water is intended to flow tluough an inlet or curb cut are at the low point in vertical curve.
cklistv4.0/Jan95 3
~I
vplfr.o ❑ N!A El 16. SIGNAGE PLAr
v«',~no O n,n ❑ 16a. Stop sigiis are shown for all streets whicli intersect an arterial (Check with Couuty Traffic Engineer if there
is a question).
v~ o ~ N/A 0 16b. Screet name signs are shown at all intersecting streets.
to~NlA ~ 16c. Is there a need for barriers at the end of dead end streets?
v~s C] nW2Pwn E3 16d. Is there a need for odier special sigiung? (Check with the County Traffic Engineer).
Yes E3 no ❑ N/A1 17. Has the Fire District approved all proposed private road turnarounds that are substaiidard according to our
Spokane County Road Standards?
Y. ❑ N. ❑ N/A E3 18. CURB RET[lRNS •
va 0 r,o tn 1:3 18a. Are BCR, MCR, and ECR stations/elevations on curb returns shown in the plan view?
Y. ❑ N. /A E1 18b. Are the curb return elevations correct?
vti ~ N/A 0 18c. Is there positive drainage from the road intersection to the MCR?
ves No 0 N/A E3 18d. Curb return radius meets the Spokane County Standazd minimum. (to back of curb for rolled/wedge curbs,
to face for vertical curb face types)?
11 1no ❑ N/A E] 18e. BCR, MCR, and ECR elevations are set to allow drainage from the centerliue to tlie curbline?
vls No 0 N/A E3 18f. BCR, MCR, and ECR elevatioiis at intersections without stop sign control are set so diat the superelevatiou
betweeu the intersection and die curbline does not exceed: (ref. AASHTO) 10% (flat terrain); 8% (rolling
terrain); 6% (mountaiuous terrain).
ves 0 N. `~ain E3 19. CUL-DE-SACS
Y. 0 N. ❑ N/A E3 19a. The cul-de-sac grades (top of curb) meet county cul-de-sac standards (1 % min.)
vu E3 r,o C] N/A E3 19b. The cul-de-sac curb is shown in profile.
Y. 0 Ho 0 wA 19c. The cul-de-sac radius meet Spokane County Standards.
V. (3 No 0 wn E3 19d. The center of cul-de-sac Station is shown.
vu 0 rvo '_1 wn E3 20. INTERSECTIONS
v~~o EIN/A 0 20a. Intersections meet AASHTO sight distance requirements.
v-P No ❑ N/A 11 20b. Intersection separation is greater than or equal to 150' on local access streets and 300' of arterials.
ve.)51wo 0 Mn D 20c. Do the intersections meet the landing reyuirements? '
ryt r,o El N/A E3 20b. Wheelchair ramps are provided at intersections with sidewalks.
Vea 0 roo E3N), 20c. The intersection liorizontal sight distance analysis shows that sight triangle encroaclvueut on private property
is 2' or less for controlled intersections.
ve3 0 n•l r,/n El 21. Is diere a need for slope easements?
/
ckhstv4.0/Jan95 4
II
v« C) N- [3.IA n DRAINAGE PLANS
Ve~ E3;vo 0 N!A 0 1. Has a plat iuap been submitted which shows lot dimensions, street widtlis, etc.?
v- 0 n- 0 rrin 0 2. BAS1N MAP
VeyKo E]n/n 0 2a. Nlordi arrow and scale is shown.
v>X Ho ❑ N/A 13 2b. Subbains are labeled aiid correlated with calculations.
Yes ~ 2c. Was a map widi contours spot elevatioiis submitted [o properly detemiine draiiuge basiiis?
r./n 2A) Wliere die routes used to deterniine time of concentration shown? i~
ve3 0EIn/n d 2e. Were all existiug drainage courses sliown?
v~ N. ~ N/A E] 2f. Were all dhe proposed draiiiage courses shown?
1:1 N/A E1 3. Were Hydrologic calculatiotis submitted for each basin? (Rational Forniula if area 10 acres, SCS TR-55
if area > 10 acres).
ve, 0 1 X rA 0 3a. Basin iucludes offsite aiid oiisite areas together (use 50 year analysis).
v oO rv/n E1 3b. Basin is all ousite (use 10 year storni).
~s no r,/A 3c. Runoff off rate for basin is compared t imperious d area runoff rate. The larger rate controls design.
CON VEYANCE/DLSPOSAL
Yes 0 :n/n E1 4. Pipes/ Culverts - lf, yes, complete checklist section for culverts aiid pipe-systems.
v~ El /A 5. Ditches are identified in plans aiid details provided.
ves~no
N/A ~ 6. Are there any conflicts between the proposed drainagefields aiid any ditches on the drainage plxn?
v~ ~ rv/n El 7. Gutter flow depth is less dian gutter height.
~~o'e7A_0 8. Backwater - Analysis for any pipe and/or ditches was subnutted.
v~ ~~.la~NIn 13 9. Headwater - Calculatioiis for culverts were submitted for review.
v« U r.o EI.Un 0 10 Curb drop/curb iiilets are used in die conveyance. Plan and calculation for flow capacity have been submitted.
vp N. vn 0 11. Riprap is required for erosion protection aiid calculatioiis have been submitted for review.
Y. 0 no 0 ./A 1:1 12. Soils type is "pre-approved" (Garrisou, etc.,) for drywells without percolation tests.
Y. [D N. ❑ N/A 0 13. Does die drairiage report identify die SCS soil groups for die project area aiid for die proposed roads co be
built in the project area?
ves 0 N. 0 n/a 0 14. The drainage design maintaius sheet flow patterils in iiacural watercourses.
ve, Cl N. 13N/A 11 15. The drainage design maintaiiis existing sheet flow pattenls without conceiitratiug flows.
ve. 0 N. 0 N/A 0 16. The drainage concept is compatible widi plamung convnission reyuireroents.
Y. 0 N. 0 N/A f-1 17. The difference between preseut and future flows is retaived on die site.
vesEl roS3r,In 0 18. A detention basin concept is proposed for stonuwater disposaL If, yes, use separate checklist for.
CULVERTS AND PIPE SYSTEMS
Y. EINIX N/A 0 1. The road culverts are at the low points of streain flow. . fifir
v. El N. El r,IA E] 2. The headwater was calculated for culvert entrances and is under 2 diameters for culverts under 18" in
dianieter aiid 1.5 dianieters for culverts greater than 18".
ve, 0 N. 0 ./n 0 3. There is a minimum of 12" of cover for all culverts and storm sewer pipes.
'Vu 0 N. 0 r/n El 4. The designer lias demovstrated t]iat the proposed pipe is suitable for cover less diau 2.5' (PVC), 1.5' (CMP),
I'(RCP) (HDPE/ADS) or die engineer l~as provided trevch details for upgraded pipe bedding for these areas.
ves 0 no 0 wn 0 5. The minimwu velocity within the pipe system is 4 feet per second at design flow in a backwacer coudition.
(Note: The County Engineer may perniit lower velocities).
v. 0 N. 0 un 0 6. The backwater calculations show a niiiumuui freeboard of 0.75 feet for each catch basin or manhole.
vo 0 n.E3naA 0 7. The miiumum culvert and pipe slope is 0.5 % and all pipes meet or exceed this standard.
Y. 0.o 0 n/A 0 8. All angle points iu the storm sewer system liave suitable aceess such as a maiilhole for cleamng.
ves 0 N. E3n/n E3 9. At locatioiis where two different pipe sizes enter die sanie manhole die 0.8 diameter points of eacli pipe are
at the saine elevatioii. (Note: Exceptio❑ allowed for drop manholes).
ve, 0 N. 0 n/A 0 10. Is there any downsizing of pipes in a systems of pipes diat are 18" in dianieter and smaller.
v. O.. 0 M1/A 0 1 L There is a downsizing of pipes in the amount of 3" for a minimum of 100 feet in a pipe system that contains
pipes that over 18" in diuneter.
cklistva o/lan95 5
ru N. d ruA ~ 12, All pipes in che ~ystem are 12" atid larger as per Spokane C, - Standards; 00" iPe tkiat is allawed
fnr cann~cion uf zn]ets co caEcti t~asir~s or drywells, iF t~le leng¢h [ioes npt exceed 44 L~and the velcseity is
at lease 4 fps),
tirE~ d~a ~NIn ~ 13, A11 sfivrni sewer pipes ace tvcated a mimniuni af 5 feet Eron1 a rear ar side prraperty line and have adequace
easements for ma[iiten.ance.
ye3 ❑NO 1:1 NrA E] 14. Inlets on the same slape are located sQ t11at the naaximunl widdl af spread for the gutter fYow dQes iiat exceed
6' (froni curb face for Type "A" or "B", from back of cur6 for Type "R").
ye3 0 no ❑Nrn El 15. 'fTie plans and profiles show al] culvert pipe types, statipus, offsets, lengrhs, and inverts,
Yes 0 NO E]NrAE] Ilfi Pipe maierials meet cpunty standards for syStenZS ttiat lie widiin county ROW. [NQ[e: Tne type af pipe in
pnvate systems may be as saecified hy the design engineer).
res 0 No Ll N/n ❑ 17. '1`he culvects shown are properly srativned frorn eenterliiie statianing.
ra 0 N. 0 nrA El 1$. i7oes the drainage systern configuratioii auoid conflicrs widi undergrpund uttiIities?
v~ ONo❑ xrn O 19. ls there a need far energy dissipation on any of ttie culvert outlets shown on the plans?
Yes flNe E] n/a 0 20. Is there a need for rip rap araund the culvert outtet at any of the culverts as groposed an the drainage plans.
Yes a Ho El Krn E1 21. T'he rip rap that is shor+vn for the d.rainage plans is adequate far the culverts where erosion is a coiicem and
fhe engineer has subniitted acceptable rip rap desigti calculations.
Y-1 E] NOE] run E] 22. Pipe anchars are shQwn for pipe grades greater than 15 9,
Yes E] NO El N/A 0 23 There are nv instances where water is trapped agaiii5t a ftlb with no culVert shown
Ya DNo EJN/A E] 24. Profiles aind cmss sectivns are shown Qn the platis for all propased channels and ditches
Va 0 xo ONIA O 25. Ditches wich eroding velocities liave a proper liiuitg for erasion protectioii.
d. 1-1 H,n 11 26. Water will properly f3oµ+ from an existing or praposed dikch on to the pave6nent as prapgsed [ari dhe drainage
plans.
Y. ❑,v4 ❑ wA 0 27. Wliere dle dir,ch parofile passes froni cut to fil1 ttie flow tias beeu peaperly dispased of.
I1VLETS
Y. 0 N. 0 x,A Ll 1. 7'he inlets shvwn are wLthin the streani flow.
vu E] ava Cl NIA ❑ 2. T1ilets are shown au die Iow side af a road or at the lvw point of avertical curve
Ya EIN. C3 x,a 0 3. Curb type metal inlets, if prapased, are stiawta at sags and are praperly sixed.
Y. EIrr. El H,n El 3a. Perimeter calculatioii dQes not include the side af the grate against the curh face (all grate types).
Y. El N. 11 NiA 11 3b. Perimetes is divided by 2 for calculations wtiere no curb opening (TYPe l see standard DRV+ACi B-10) is
pravided,
rp 0 NO Ll n,A 0 3e. Area = clear area : 2 for Type 1 grates}
Yes Cl No L] NrA Q4. Tiiere are no long uertical curves that produce fla[ couiiter grades which coukd pase a pro6lem tivith ponding
water in traffic laiies.
Y. F-I N. 11 xiA 0 5, The ceuterline road scativns, offsets, and invert elevaCioris for all iniets are shqwn in dte p9adi proCle views
Y. EINo C) xiti 0 b Grate type is shown vn the plan aud is acceptable. {5pokane Count Star~dard imlets or V~'SI]C3T s~ndard inleLs
in county R(71~', on prirrate pr~ape~ ather tn9et t~e map he speci~ed) 4`~yPe I: D-2; ~"ype 2: D-4 in ald 14$1
stan~larc[s or type 1, skieet F3 10 type 2, sheet B- ~ for 1995 standards].
Y. 0 14. 0 HIAF-I 7. A tieiail drawing ❑f the gtatefcurb instalfation is showu on the plans and includes aminimuni I"depressioii
and transitians as per coutity standartls for rates that are located vvithin cuunty RQW, oE refeaenGed to SCRS
5td. ~letail D-8 in 1981 scaticiards or siieet~-18 in 1995 standards.
res ❑ nrs 0 H,A d$. Acurb cut detail is shvwn on the plans with die new county back dro r~ieh transit[oris a.ici a 1° de~aressian
for cur~e cuts ia~si[le couaity R{}W, or referenced ta SCRS std. detail $ of the 1995 stantlaxd dravAngs
v" [D rw d n1n 0 g. The plans shQws accepiahle eurb cut details aiid grate details for installatians which 1ie widiin priaate mac&
easernenzs. Far plaiis eliat are subject to Spofane Cnunty Rer+iew.
Y. ❑ n-El nrA E] YD. If iulets are in a gravel rqad or a dzrt ditch a C' x b' A.C. apraii is shovrn around the inlec
Y. ❑ H. 13 NIn E] 11. Catcli basin or special maidiale details are skowu or a standard drawing is referenceci.
vo E] NO ❑Nrn E] 12. Critical law points in ilxe drainage systeni tiave beeii provided with overflcrw easements. Where it is possible.
2178 SVNAL.E S1'STEM5
v.❑Na Q Nfn [71 1. Is the swale iocated outside a funure set aside area7 See Findings and {3rtier for where setasides are reqwred
v~ E] rl- E] niA E] 2. The swale boetoni aoid sicies llaue sgd oc grass turf specified.
v~ D m El Nra E] 3. Swale sisle slopes da iirat exceed a 3- 1 side slope. (A 2:1 side slope is allowed if swale depkli bs less than 12°
deep Should oiily be allQwed where constrained by obstacYes)
cklistv4 Oflan95 6
~ r.- d NIn G 4, lf depth oE water f )ottom tn drywell rina is betweeti 6 and 8 7aic soiC mixture 1ia.s treeri specified wiiicla
rneets Spokane Couiity Guidel9jies.
r-0,6 OKJI 5. Drywell is: L.ocated witliaii $ feet af the curh line, or a etiainteilarlce aecess route ar3d easeliteltt are provided.
rcs 'fl r.g Onin D fi Dcyrvell statiat3ing is staggered froin die uilet hy at least 4'.
tir- C3 N/,. EJ 7. Multipfe drywells are locatecl nic,re tlian 30' (ceiiter-ceriter) aparc.
r- 0 NIn Soil type is appropriake for drywells {perc rate 72"lhr}, If I7i}t:
vu OM~ OM,. ❑ 8a. OverFlow franl a swale at a Iovr poii3t will be direcied away from bualdriig pads by an identified easement over
iniproved groutid or aii existmng iiatiiral drainage cliaimel covered by ait easenieiit
vo dNo C] nrA ❑ 9 arywell location cioes nat caiiflict with uncierground utiiities,
v. O' xo C] Nin LJ la. Drywell eype is specifiecl.
Vu 0 N. Cl NIA ❑ 11. Dryrvell grate type is specified (Type 3-std. detail D-7 Fcar 1481 statidards or type 4, sheeQ B-15 oF 1995
Statidards )
ve. 11 nr„ 0 NI,► E] 12. Drywe4f grate elevation is: A misurnu3ii af 04" below ¢tie normal flow 3iire at the curb iiaiet aiid is between
6" anri 8 abcrve the srvale floar elevatiori.
r" C) no 1:1 Nrn ~ 13. Does rhe note: "Wrap tLie drywell rvitia ailtec fabric (Auoca 4545 or equiaalent)" appear au tlie plaiis?
14. 5wale fi]vor elevacion is:
i'~ ~ ~u u NIn 0 14tl. SpeCIfied
Yus ❑ Na 171 Nln Q 14b. SetWeeIi 6" aiid below the cirywell grate elevatioti.
v- C3 ,a C3 N+n ❑ 14C, 11t least 6° below the norniaf gutter tlnwline at the cur6 inlet for swale widiout a drywel]
V. C3,NIn C3 14ci. At least ] 0" belovv the iiornial gutter flawline aC the CLLrb iiilet far swale with a drywell.
15. 5wale filaor.
V~ C31No C3 r.,A C3 15a dimeoisious are sliowii
ti~~ C3 N. E] tiJ] 15h. M cniriiwi7 area is siinwn
v- C] nQ ❑,rn E] 6 Sc. 'C1ie area niatclies oc is larger tliaii the required area i`rom clie 208 calcula¢ioii for iniperuious areas.
16. Easeiiien[s for ciae 2(]$:
vo D N. ❑IFA E] 16a. Are showxti ora the drainage plaiis.
Yes Cl nO, EIsiAE] 16b. Pere shown or3 the subdivisioii pla[ and match the draiirage plaiis.
,-es El r.OE] N,AE] 1+5c. Are of adequate size to coiitain at lea5t b" freehoard aboWe the niax. water surface eleVation for the design
stonii.
1-~ El Lin 0 lSd. .Are tied to the IQt cortiers,
vo 11 N. p.f,. E] 17, Tlie side ❑F the svvale tllat is the furthest discance Frniii the street should liave a cop of swale elevacion rhal
is [iigher d3an the Iiighes[ water level of the swxle
Ya OnQ or,rAo 18. The in►+ert at tlse curb iiJet is at ar ahove the ttiax, watee surface elevation fUr the tlesign sconib or the inax.
water surface will iicrt paiid Gvater more t9iaii 12" in residentiam streets or G" in arterials.
vCA 13 ,,o 0 ,I.► E] 21. 20$ 5WA3.ES
vm 0s. 0 nrn O 21 a. 203 Swale flaor area, volwiie requireiiieirts sezecl properiy ta treat iiiipervious surFace areas
~
rn EJ N. fl~, Cl 21b 20$ swale aolunie provlded in accordaiice witli °fiuidelines fDr Stoniiwater Maiageineo7c".
EASEMENTS
va ON5 ❑ nrAd 1. Ad'equate draiaiage easenieitts are shown for niaineeriance of drainage ditclies or pipe sysreiiis. ~
ru El No d n/n ❑ 2. Tliere arc easeniezits prnpcased or existirig far iYatura] cliaiutels wliicii cross ttie property, aiid they are adeyuate
tv pass the 50 year sQVriii plus a 309'o acldec9 depcEi of trlcrwv for a safetp fac:tor.
Va 0 n~ 0 NIn 0 3. A public eirairage easeniertt was provided wtiere public street draiiiage was diverted onto prtvate property
V~ Q Ha 0 nrin O 4. The perpetual niaititeiiance af privace sysiems Iias properly been prouided fcrr.
rt; EINIn O 5. T1ie riiaiiiteiiaiice nf draitiage systenis witfiin Spnkane Cnunty AQW lias beeii properly ProviderJ for.
,•es EInuEl Krn E] G. Apprc~priace draiiaage latigua~;e Ezas been provider~ by the reviewiitg eiigineer to tlie surveyc~r aiidlcyr eiigis~ ~r
w l io is it3vo lved witli t he p3atting wor k.
Yes 13 ,~O [--]H/a E3 7. Pre-exssting draiuage easemen¢s otr [his parce] are not affeeted by tiiis plat
E3 N. 0 NFn Cj 8. UuerFlow easenieiits are provided fronl swaCeslponds located iti low poiiits rh+liere it is possthle.
cklislv4 01]aA5 7
'0 N
n ~ACI []NDERGRO[IN_ __zAYEL GALLERTES CHECKLTST
v~ ~.Q nIA Ll 1. 3 aoid ratio for grauel free soaee uolume is used
Y. ❑ R. El nin ❑ 2. Perc rate feom fielcl test is user~ ~o develop oucflor+u ratz
Yes E) N. 0 Nin E] 3, I0-y'C eiFeIIT VL7]S.iTt1e 1S CoI7Iafi1ed eI7C1ie1y llIICIei'gCi7llild
v" El N-o ❑ NIA 0 4 1 Q0-yr eVent volunie is cantatned by a cornbiitatiori ❑f uridergraund storage and abave grourid storage up to
depdi
V« ❑N4 0 N/k Ll 5, 140-yr eveiit volunYe is coiitained hy a combiriation vf underground storage aiid above groutid storage
exceedvng 8" deptli
r~ EI,a Q NIA E~l Sa. 5oii inixture is SpecLtied For water deptYi in pond exceeding 8"
vo 0 tig LJ NIA 1-1 b. Eti[ire gallery is wrapped iii filter fabric
1. Li N N~a D LDETENTI(31~1 PDN~I
Y. ~ N. ❑ N/A Cl i, Releases ta a dowsistream channel or pipe systenti tlia€ is capable af iioldirig tEae pmpased fYows and does noc
cause dovutLStrearu flapding
v. E] N. ❑ itilA E] 2. Coii4aiii,s 50-yr developed
Y. El N. Cl ti,n E1 3. Aeleases aC 50-yr pre-developed.
v~ ❑ no E] NIn E] 4. Secandary overtlow to pipe 'rn coiitrol structure fQr 100-yr developed
vC, ❑ hg E] NIA Lj 5. Errzergency averflaw weir for 100-yr develnped
ves ❑No0 NIA D 6. 5ump prior to outlet to coiitral strucCure.
5'ea ❑ 1a 11 PiIA El 7. 1' I11G61. fZ'~eb03Cd.
ve, 0 N. 0 h/n E1 8. CrassetE sideslfloor For pub] ici y-maintaiiied poiids or drylarid grasses speciied
Yes ❑ nw EInrra 0 J Spnnkler 5y5teni for publicly-maixtitained poncis Qr drylaittl grasses specified.
r" EJ r~o Ll nrIn 1-] iQ. Berm conipactton ajid lift reyuiremeEi[s specified.
Yt, 1~ No 0 nrIa 0 11. Is a! 2' maintetiance drive to the bottcam of poiis needeei? If so maximuzii grade is G: i,
20$ LOT PLANS CRECKLIST
v" El NIA d 1. Lot plaiis are required; suhinitted oiY
v~ a.~ El run d 2 'f'he 20$ Ioc plans show:
' ~ ❑N,n 0 2a. '~'he lot nuniber, black ~iumber, suhciivisiQri iiatzie, date drawn, scale, and norttz arrou~.
r" nro 0 raIn LJ 21, Diitietisiotis to ]ot cortiers
vea N. ❑ Hra E] 2C. Dra111age eaSerriet1T5
N'. N. 13 NIA El 2d. SeEhack requirements
e•zs ;ra 0 nu.. 0 2e. Swale floor elevation
res ~.EIwn El 2f. Swale flaor dimensicis ~
v2 Q NIA ❑ 2g Rirti elevation if drywells are presenc
vc~ha d xrA E~l 2h. Curb cut staeion, Offset, inaert and leiigdi
VIFIR a~ ~ rrin Q 2i IlQ1y c1raitiage dstclies
v ~EJ NIA 1:1 2j Stivws deptll frvni t13e fiop vf ehie curb
,•es ❑ r.01/131N,n El 2k. Aii aetached cross sectioii of the swale or ditcki ~
k'es /n ❑ 3 Leit plans have heeti stampec! by aprofessioi~l eiigirieer oax all pages ~
ve~ ~ N!A 0 4 Lot ]aiis are of suff ciejit scalu do maxiinize ttie lat size tQ the $ 112 x 11 " paper si~. {Drawings may b
~aii ~
p~ain wlute paper}
V. N. II,n E] S. ^L08 li)[ p1a11S WeFe 3ppC£7Ved 9i1
ckhstv4 OIJan95 8
EROSIO 3EDIMENTATION CONTROL REQUll ENTS
vu 0 N. 0 n/n 0 1. Identify the clearing and disturbed areas in die plan. This includes cuts and fills along slopes. Minimize die
amount of cleared area.
,•o 0 No E] N/A El 2. Provide erosion control facilities which slow water velocities - through the use of check dams, debris basins,
etc.
Y. ❑ N. ❑ N/A E1 3. Filter runoff from exposed areas prior to discharging into drainage ponds and particularly prior to directing
runoff into drywells. Filtering measures included installing temporary silt traps, silt ponds, gravel coue
filters, etc. In silt traps and ponds, size sediment storage volumes by determining the amount of silt material
generated over a 6 month period, usiug the Flaxman MeWod. 'I'he silt traps and ponds are to provide a setting
zone, and are to be sized in accordauce with the method outlined in Section I1-5.8.6 and II-5.8.7 of the
WDOE Stormwater Management Manual.
ves 0 no ❑ N/A O 4. Stabilize exposed azeas as soon as practical aftec gradiug work is complete, or when grading work will
temporarily cease for more dhan . In wet winter months, temporary stabilizatiou
measures will be required throughout the duration of construction. Specify stabilization procedures,
revegetation requirements, mulching, etc. Specify the maximum time that cleared areas aze to be exposed
without protection or stabilizatiou and time of year.
ves C] N. 0 n~ACI 5. Stabilize drai»age chaiuiels. Provide for temporary and permanent erosion protection measures.
ves 0 r,o ❑ N/A O 6. Provide for peruueter barriers around exposed areas tlirougli tlie use of silt fences, straw bales, temporary
intecceptor ditches, etc. Route runoff from wiexposed areas around exposed areas wherever practic;al.
ve, C] No 0 wn D 7. List routine maintenance procedures to be implemented by the Contractor throughout the duratio❑ of
construction. Silt traps, silt ponds, check dams, channel restoration, ete. All will require fairly constant
maintenance, especially during and inunediately following a rain stonu event.
Vcs E] rm 0 N/n E3 8. Reduce the amount of mud, dirt and rocks trausported onto public roadways by motor vehicles or runoff by
construccing a stabilization pad of rock spalls at entrances to construction site.
va 0 r,o E3wn E3 9. Provide special provisions for construction under wet season conditions. Define die season.
ves 0 rvo E3wn 0 10. Provide fiuat restoratiou procedures. ~
va O.o ❑ N/A E] 11. Include in the plans the standard ESC notes prepared by Spokane Couuty.
cklistv4.0/Jan95 9 'I
FEELD T2EVTEW REFCIRT
vcs ElYq 11 ,v~AE] 1. Fiedd anwestigatian trip made on
v" El n9 El Nrn ❑ 2. keport Cvmpleted and put in[a file nu
Y. El n9 El H,A F] 3. Are chere atay existing utilities ozy the project sice? (Overhead pawer, fire liydraiits, etc.) If yes, describe.
YC3 E] m ❑ K/A E3 4. Are die drainage hasins csn the graund the same as [taose that are presenced iu the drairage report?
v~ 0 N- E] Isr,n El 5 Are chere any draiiiage charuieIs directed taward prnpercy?
v- E] PYq u NIA 0 6 Are tliere any drainage channeVs directirjg water #lirough the property?
vOLJew ❑ K,A❑ 7. po Caunty rQatls cut vff drairsage as ger drairiage calculations?
va 0 NOE] N,a d S. IF there are culVectts unrler cuunty rssads, does the flQw go away frorre or towarcl the pmjeet?
vu El N. El N/A LJ 4. 'Wfiat luiid Qf grountl cover exi5ts?
ti~- N- ❑I,n ❑ 10. I)escribe any existing cliaiiiiel cQnditians:
Y. d N-❑NrA❑ 1]. Deseribe channel cross section:
Ya EIns OK/A0 12. Existing Curb Tyge:
cklisrv4 61lan95 10
l+
Kimball, Sandy
Fram: Hemmings, BEII
5ent: "fhursday, February 17, 2000 2:27 PM
To: Hand, Ron '
Cc: Engelhard, 5eott, KEmball, Sandy; Sims, Brenda, Ndiller, Katherine; Darrell, Virginia, Parry, Ed
Subject: P-1737-93 - Proposed Final Plat
2-17-2000
The above refererrced prvposed final' plat was receiVed an February 17, 2000 We have nat yet issued drainage
languags fQr this plat
Page 1
r
S Y C) 1--- A N` E ~ C~ LT N T Y
T]]VI9![ZN OF EPIGIIV&EAiNG AND 12s]AI]5 • AD [VSSIQN QF 3'HE T'L14LSC WC1RfE.i I]EPAt{TMENT
William A. )ohns, P.E., Carun4y Engineer • 1]ennis M 5satt, P E. C1irecror
January 15, 199'7
Mike 5hufer
9116 E SpfagUB p1Ve, SUIte 70
.
Spokane, 1Na 99206
Re' P1737 Va[ley Pines
❑ear Mr. Shuler:
I understand that yau are the new awner of Valley Pines. Enclosed is an
Agreement Tv Pay Fees, which needs ta be compieted, and returned.
Enclased is bill number 8869 for recerat review wvrk, in the amvurat af $450.37,
which needs iv be paid ts Spokane Caunty Treasurer.
~
Alsv enclased are trvo ❑Id bi11s, number 4855 and 4959, in the total amount,af
$596.33, wrhich abso needs to be paid. Hvwever, these biaa have been sent'ta
SCA Credit Irac for callectivn, and payment will need ta be paid to SCA GredFt
1nc. Their address is: P[] aox 6757, BeBfevue, Wa, 98008-0757. 'k e
All af the abvve must be dane before any mvre review wark will be performed.
Please contact me if yvu have any qUestions. ~
SincereEy,
,
Steve Gase
Accflunting Technician
(509) 327-3277
cc. P4anning Engineer
3181
1026 W 8raadway Ave " 3poknise, WA 99266-4170 "(509) 456•3600 PAX. (509) 324-3478 'FI?f3• {509} 324-3166
SENDER. • O ■ s O DELIVERY
■ Csmplete items 1, 2, and 3. Alsv cvm,plste A. SiSriatu!eA~
item 4If RssWCted []elivery Is desired. 1~ 13 ►19~t
■ Print yaur nsme and address on tha redersa x 0 addressen
so that we can return the aard ta yrau• B. Rece9med by ( Pirmed ntame) Al?", Ds
ATYach this card tv the back crf the mailpiece, nr on the frorrt ff space perrnits.
Q. is detlv~y eacress dMer~t arom h j.
°~8 li 1'ES, enter dsltvery adaress below: ❑ tyo
_ ~
IWilliani Jacquelyn Jacobs
i 11 0-11a`h Avenue NE, #440
s.
Be1levue, 'WA 98~}04 . Ee ~
~
! A~' tl ❑ r~ 7FRIStum'=Ipt tor R+lerchandisa
l~ If~sured Mall I~ 4. RestrlOW CkallVet}rl 0" FeeJ 0 Ye5
z. rMcleNumber 7003 ~'26❑ E~Q[]3 299~a 8Q8~,
fit~ sendr,~s faf~ '
'M Fvam 9'$11,1 iFebn~a~y 2004 1 } 1 ! ~ 04v~cRewm Rewipt 102595-02-rn-154[
uNITE[J STATES POSTAL SERVICE - First-Class Mad
Pastage & Fees Paid
115P5
- Permit No. G-10
• Sender. please print yaur name, address, and ZIP+4 in this box •
- - - - City af Spokane lAaHey
Attn- C ra Iyn-Gevrge
19707 E Sprague Ave Sfe '106--
5pokane Valley Wa 99206-6124
i
r' RELJEIVED
r L O 15 2000
BEF+DRE SPOKANE COWNTY DlVI51ON OF CURRENT PLANNINC
SPQlfAldE CUUl~1~'li EMG1NEER
iN THE IUTA`lTER OF A SECflNO ~
EXTENSIDN OF 'tEME REQUEST FaR } FINDINGS OF F►4CT
. PE-17:37-93, VALLEY P11VES, ~ CUNCLU5i[]NS AND
AN APPRC]VED PRELIN9INARY PLAT } DECISiON
~
TMIS MATTER, a request for an extensivn of #ime firorro TZ & T, L.L.C. has been
received and decided upon, pursuant to Spakane Gounty Sub~ivisian regulation
Chapter 12.100.118 and RCW 58.17.140.
FINDINCS OF FAGT AND CONCLU51AN5
'I. The individuai signing helaw has been praperly delegated the respvrasibility for
rendering this decisimn by the Directvr of 5prakane Cvunty+ diVESian of Current
P[anning L7irectvr.
2. The original prapasal was tv 11.5 acres in 37 lats for single family dwe!lings.
3. The Hearing Examiner Cvmmittee approved the subject preliminaryr plat on
January 24, 1994.
4. The prapvsal is generally lacated svuth of and adjacent ta Twe!#th Avenue,
appraximately 500 feet west of Pines Raad in the SE 114 of Section Z"I ,
Tawnship 25 Nvrth, Range 44 E.W.M. 5pvkane Ctiunty, Washing#vn. Tax parcel
numbers45214.2009; 2010; 2011; 2013; 2014; 2108.
5. The existing zaning of the praperty described in the application Es Llrban
R6.'SECI~."f]t[81-3.~ (UR-3.5) @StaI7I15heCI In 1991, previausEy established as
Agricultural Suburban (AS) zaning (ZE-171-55). Pursuant to RCW 58.17.195
the proposal daes confvrm ta the requirements of the existing Urban Residentiaf-
3.5 (UR-3.5) zone.
6. TYre Camprehensive Plan desEgnates this area of the yareliminary plat as urban,
and the Incativn is within the Priority Sewer Setvice Area. The Comprehensi►re
Plan designatian remains the same since the ariginal prelirrainary plat appraval.
7. The subject prvperty is lvcated inside vt the Interim fiJrban Grawth Area (IUGA)
adopted by the Board of County Commsss9oners (gDCC) Resofution #97-0321 in
response tv RGVi136.7(]A, the Grov+rth Managemecrt pct-
8. Spokane Coun#y has established specifc criteria tvr considering the extension of
time far the expiration of prefiminary subdivisivns, specifically for regular
subdivisivns, and department pvlicy #vr short subdiWisians These criteria are
Y
~r
1
Extension of Time Findings Fi1e Na. PE-1737-93 Page 2
found in Chapter 12.100.1 18, vf the 5pokane County 5ubdivisian C3rdinance and
have been used as a hasis for this decision.
Section 12.100.118 s#ates, "The ❑irecfor may administratFvely approve an
extension provided tnere are nv significanf charrged candi#ians whicn wauld
render filing of the plat or'binding site plan contrary tv the public heaith, safety ❑r
general welfare, and further pravicfed ❑ne ar more af the fallawirtg circumstances
is found ta appfy".
7. That some pnrtiarr vf the exrsfing prellminary subrJrvrsron vr bindrng
site plan has been finalized since the projecf was approved and the
remaining lats would formr a unr'fied deueJopmenf conslsfenf with the original
appraval;
RESPONSE: There has heen nv finalization vt any pvrtian of the originally
apprvved preliminary plat tv date.
2. Thaf the prelrminary subdivtsran remains ,generally cvnsisfenf with
original p1at thaf was appraued, and the sponsar has faken substantial steps
toward finalizrng the plaf, which shafl include one, but is not limifed fv, the
followrng: _
a. surveyrng the Iafs within the development;
b. arr anging far public services to the sife,
c. oafarning necessary fnancrng for a!l ar a porfian vf the
pr+elrminary plat,
d. the completivn of sfudres or afher reguirements which were parf
- - vf,preliminary plaf appraval;
RESPQNSE: The preliminary subdivisivn remains cvnsistent with the
original plat that was appraved. The owners sta#e that they have been
invvlved 'cn litigation tnat made completion of the pfat impvssible. The
litigation was settled in the fall vf 1999 and the owners laave now submitted
an applicativn tv finalize the plat.
3. That at the fime prefiminary approval was granfed deVelopment af the
pro,pasad was condifioned upan the exferrstan vf,public servrces, which are
nnf yef available. Thrs provrsion shall naf apply fa publrc ufidity exfenstons,
whtch the projeGt sponsar would nvrma!!y fund.
RE5PDN5E: Not applicable. ;
4. That admrnisfratrve delays have caused the inabilify of the applicant fv
frrafize the plaf within the five-(5) year trme perivd.
RE5PO6VSE: Not applicable
l
Extensivn of Time Findings Fife Na. PE-1737-93 Page 3
9. Additivnal cvnditivns have heen recvmmended by the varivus reuiewing
agencies and depar3men#s, including the C4unfy EngEneer's rJffiice and CQUnty
LJtilifies.
10. This is the secand request for atime ex#ensivn. The firs~ extension of time was
granted an February 20, 1997 for a perivd of three years. The totak' fife of the
preliminary pl'at has been apprvximateiy sex years.
11. 7he appfican#Iowner shoufd show substantialiy greater pragress toward
camplying with Chapfer 12.100.118, ofthe 5ubdivision OrdEnance before
requesting an additivnal extension of time.
CQNCLUSIqNS
BASED L1PC]N A REV}EW of {a} the criteria for approving an extensian of time of
the expira#ion date for a,preliminary plat and {b} the abave Findings at Fact, the
follawing cvncfusian is made:
The proponent has demonstrated mirrirrral progress toward campleting the
preliminary plat as evidenced in ihe abvae Findings of Fact, however there are nv
significant changed condifions which would render flin of the
public heaEth, safety ❑r general we4fare
is warranted. - ~ -
DECISIC]N
BASEQ L7POIV THE ABOVE Findings of Fac nd Con e
request for appiicativn PE=1?37s93 is hereb
CQNDITIDNS OF APPR4VAL ~
TF1oSe pfBVIDuS COF1d1tIonS D$ appfi)VaI Sp@CI°Ff:d in the FCearing Examiners C❑mmittee
Findings of Fact, Canclusions ancf arder dated January 24, 1994 except as updated by
the taflowing, are appired tv the Ex'tensivn of Time appravat for ZE-1737-93.
SPOFCANE CUUNTY DIVISiON OF CURRENT PLANNaN+G (UPD►4TED)
1. The pr+eliminary iat is girren canditivnal appraval for vne (1) year„ specifically ta
~ pplscant may request an extensian of time by submitting a
written request apprvximately thirty (30) days privr ta the above expiration date.
2. 5ubsequenf exfensfon of time will vnly be cvnsidered upon a finding of
s ubstantial complsance with C hapter 12.l'O0.1 18, of the S ubdivisivn 0 rdinance;
otnerwise the preliminary subdivision appraval will became nul6 and void.
p Extensivn of Time Findings Fi 'e Nv. PE-1737-93 Page 4
3. The appficant 5hall contact tfae Darrasion of Building and Code at the eaykic-JUi
passibie stage in vrder to be infvrmed of code requirements
administeredlenforced as authorized by fhe 5tate Build~ing Code Act.
Design]deveiopment concerns include: addressing; fire apparatus access rc'ads;
fre hydran#lflow; approved vuater systems; building accessihility; cvnstrur.idr,,;
type; Qccupancy classificativn; exiting; exterior wall protection; and energy code
regula#ians.
4. The praposal shall camply with the Urban Residential-3.5 (lJR-3,5) and ~qUifer'
Sensi#ive Rrea {pSA} Overlay 2ones, as amended. All lo#s shall contair) a
minimum of 10,000 square feet, which shall be shawrt on the fnal plat.
5. The final pfat shall be designed substantially in cvnfarmance with the preliminary
piat of record. Nv increase at densi#y vr number of lots shall vccur without a
change of canditian applicafion submittaf and approval.
6. The Planning ❑irectarldesignee shall review arry prvpvsed fnaf plat to-ensure
campliance with these Findings and Cvndifions of Apprvaal. -
7. A fnai piat namelnumber shall be indicated befare the final pfat is filed such
namelnumher to be approved by the Planning directarldesignee.
8. Rpprvpriate rvad name{s} shafl be indicated.
9. ApproQriate u#ility easements shall be irtdicated an cvpies of the proposec! €inal
plat. Written appraval of utility easements by apprapnate utility companies snall
be receiued with the suhmitfal of the fnal pIat.
10. The fnal plat map shall indicate by a clear, dashed line the required yard
sefbaclcs from all prFVate, "Tract X" mr public rvads. 7he dedication shall corrtain
the f❑flowEng statement: .
, .
`de yard and rear yard setbacks shal6 he determined at the time buiEding permits
' requested unless these setbacks are specifically drafted ❑n this final plat. The
acks indicated vrr this plat may be varied frorn if praper zaning appravafs are
o ined."
11. Three (3) current certFficates of title shall be furnished tv the Planning Department
prior #a f1Eng the fnal plat.
12. Prior to filing of a!i ar a portion of the final plat, the applicant"s surveyar shall submit
ane vr rnore maps outlined in red of the area taeing finalized. The scale shal, sriatch
the appropriate assessvr's map scaie
13. At the time of final plat submittal, #he applicant shail demonstrate either an the face
of the final plat or an an acceptable attachment #hat a![ lats lvcated on a-cul-cle-sac
or curvilinear street meet ar exceed the minimum required frvntage.
14. A plan for water facilities adequate far domestic service and fire prptectivn shalf be
approued by the water purveyvr, apprapriate fire protection distric#, County Building
& Cvde Department and Spakane County Regianal Health District. The agencies
will certify-❑n the Water PEan, prEVr ta the ffing of afinal plat, that the plan is in
Extensian of Time Findings File RIv. PE-1737-93 Page 5
conformance wiih their respective needs arad regulativrts. The V1latef Paan and
certifcatian shall he drafted vn atransparency suitable for reproduction and he
signed by the plat sponsvr.
15. The water purveyor shall eer#ify that appropriate cvntractuaf arrangements and
schedule af irnprovements have been made witYr the plat spansar for construction af
the water system in aecord'ance wwth the appraved VIlater Plan. 7he time schedule
shall proVide for campletian vf the water system and inspectian by the apprvpriate
Yteaath authorities privr ta application for buolding permits writhin the finaf plat. The
arrangements vr agreernents shall include aproviscon hvlding Spokane County and
tFae purveyar harmiess from claims by any Ivt purchaser refused a building permit
due to the fiailure of the subdivision Sporasvr ta satisfactoriiy complete the apprvved
watec system.
16. The fi al dedicativn shali cvntain the fallvwing statement:
public water system, pursuant ta the Water Plan apprvved by county and state
th authvrFties, the local fire profectivn diistrict, County Building & Code
partment and water purveyor, shall be ins#alied withirr this subdi►risian and fhe
plicant shall proVide for iradividuaf domestic water service as well as fre protection
eac~r Iot prior to sale of each lot and privr tv issuance of abuilding permit for each
ot.,,
17. No buildirag permi# wili be issued for any Ivt w'rthin the final pNat untif certified by a
Washing#on state-licensed engineef that °the water system has been installed
pursua nt to the app rovedWater PIa n for th e final piat," irtcluding a signedEicense
stamp. The certificativn may be in the form vt a lefter, but is preferred tc~"^he certified
an a copy of the Wa#er Plan as aschematic map showing the "as-bui[t" vrater
system.
18. Zhe Water Plan and the abvr►e four (4) cvnditions ot apprv►ral regarding the Water
Pfan rnay be waived hy the Planning ❑irec#orldesignee upon receipt of letters frvm
the apprapriate water purveyvr and fre pratectian drstric# sta#ing tlaat simple
cvnnectians tca an existing, aPPraved water system will provide adequafe domestic
and fire prvtectian water ta ensure the pubCic health, 5afe#y and general uve9fare.
19. ►4 survey is required priar to the filing af a fnal plat.
20. Priar fo apprvval o# raaci and drainage plans, yvu are required to caordinate with the
United S#ates Pastal Senrice tv determine tyrpe and lacatian of central mail delivery
facifEfies which may include applicable easements for developments of three vr mare
homes.
21. PClof to filEllg thf' f nal plat, the applicant shail ctemonstrate to the satisfactian of the
Spokane County Planning ❑epartment that the existing "garage", "barn", "hause°"
and "shed" structures loca#ed +on proposed Ivt 2, 6lvck 1, and proposed Lots 1 and
2, Black 2, have been removed.
SPOKANE COUNTY DIV1SION OF ENGINEERING AND RC3ADS (UPDATED)
f
Extensian of Time Findings File Nv. PE-1737-93 ~~~e 6
1. This plat shaiI be cQnstructed ira accardance with the requirements fQr ins ~.~e ctic,,E,
banding, recard drawings and certifGation as cafled out in the current 1999
standards and laws gavernin,g eoad canstructivn and starnwater managemeiit in
5pokane County that are in Eiffect at the time of application for thfs time
extensivn. Final drainage plans and adrainage repvrt shall reeeive the CQur~ty
EngQneer's acceptance prior tv release of a canstructivrr or buiiding permit, or
a,pproval of the land action.
2. The applicable stvrmwateT management systems and rvads far thes plat shali be
cvnstruc#ed and certifed to be constructed in accordance wifh the accepted road
and drainage pians, vr all the required imprauements must be boraded far an
accardance with Spa'kane Cvunty reg ulations, priflr #o the recording of the final
plat. Record drawings and ai.l cvnstructian dacumentativn shaPl be submitted
with #he prvper certificatian statement.
3. This proposed suhdivisivn or develapment proposaC is lacated within a drainage
basin, which has been identifed by the Spokane County Engineer's and Utilities,
oifsces as having 5tgrmwaterl runoff prablems. Since this propased subdivision '
or developrrient prflpvsal is affected by or is a cantribufar fa starmwater fi6ws,
property owners shou9d partieipate in the planning and implementativn of a
future basinwide Starrnwater V~anagement system. The fallowing staferroen#
s II be placed in the plat dedicativn:
t nwr~e r(s) or successnr(s) in interest ag ree tv join in any Cvunty-approved
w~ater management program and tv pay such rates and charges as rr~ay be
thro~ag6~ publie hearings;fvr service or benefrtt obtained by the planning,
n, canstructirag, maintaining or vperativn of Starmwater control fac'rlities.,'
4. 7he canditional approvaf of #he plat is given by the County Engineer subject to
dedicativn v#' right-of-way andi apprQaai of the rvad system as indicated in the
preliminary plat of record.
5. PEans, profiles, and crvss-sectivns as designed to County standards showing
proposed street cen#erline anci curb grades shall be submitted to the Gounty
Engineer for appfoval prsvr to iconstr.rc#ion andlor the fifing of each final plat;
rvad plans to be prepared under the directian of a iicensed Prvfessional Civil
Engineer.
fi. Drainage plans and design ca'Iculations showing the alignment of drainage
facilities shal! be submi#ted ta lthe Cvu nty Engineer fvr approvaf priar to
construc#ivn andlor the f[ing df the frnal plat. Drainage p1ans to be prepared
under th+e direction of a licensed Prvfessivnaf Civil Engineer.
Constructian within the proposed pub}ic streets and easements shall be
pertormed und+er #he direct supervision of a iicer+sed engineerlsurveyar, who
shall furnish the County Engin'eer with "as-hui9t" plans and a certificate in writing
that a!I imprvvements were installed tv the lirres and gfades shvwn fln the
apprnVed constructian plans a'nd that all disturbed monuments have been
replaced.
Extensian of Time Fmdings File No. PE-1 73?-93 Page 7
8. Na canstructiara wark is ta be perFormed wi~~in the exis#ang or propased pubiic
right-of-way until a permit ha5 been i5sued by the Caunty Engineer, A11 work 9s
subject to inspectian and apprvval by the Cvun#y Engineer.
9. AII cvnstructivn within the existing or praposed puhEic right-af-v+ray is tv be
campleted privr tv fiiing each fnal plat@ or a bond in the amaunt estimated by the
Cvunty Engineer ta cvver the cvst of constructiDn of improvements, construction
Ct?ftPffCatiQn, "as-built" pPans and mvnumenting the street centerlines shapl be fiIed
with the Cvunty Engineer.
10. Appropriate provision shafl be made tha# #he follvwing described property be held
in trus# un#ii the cantbnuatian of the streefs be dedic,ated or deeded: a vne (1)-
foot strip at the ends vr edges of alf s4reets that tenminate vr border fhe
subdivisian baundary, (Temporary cul-de-sacs aTe required when streets
terminate at the subdivision baundaries.) 11. lndiVidual drivewayr access permits are required privr ta issuance of ab u- lIding
permit for drideway approaches to the caunty road system.
12.4ication of 5 feet of additionai right-flf-way along Twelftfn Avenue is r:~~uired.
1,
13. Exisfing counfy raads prvviding diTect access to the plat shall be paved andlor
curbed ta Spokane County 5tandards -
14. AIP public roads within the plat shafl be desigraed and constructed tv Spakane
County stantlards.
15. The wvrd "applicanf" shall include fhe owner or vwners of the praperty, his herrs,
assigns ancf successvrs.
16 The County Engineer has designated Typical Rvadway Sectian Number Twa,
Local Access standard for the impravernent of afl internal raads, Which are to be
constructed vvithin the prvposed de►relopm€rtfi. This wrll require tFie addition of 36
feet of asphalt. The construction of curbing is als+p required.
17. The County Engrneer has designated Typical F:oadway Sec€ian NurnbL!ir Twv,
Lvcal Access standard fvr the imprvvement of Twe6fth Avenue which is adjacent
to th+e prapvsed develvpment. This wiA require the addition of approxirrrately 8-
10 feet v# asphalt alQng the frantage of #he develaprnent. The construction of
curbing and sidewalk is afso required.
1$. The proposed subdavisi❑ra sha91 be fmprraved to the standards set forth in
Spakane Caunfy Bvard of Cammissioners Resolubon No. 80-1592, as amended,
which resolutian establishes regulations for roads, approaches, drainage and
fees in new construction.
19. The County Engineer has examined this development praposal and has
determined that the impact of tFris prapasal upon the exrsting caunty raad system
warrants the dedicativn of additiQnal right-of-way and the roadway imprv►rements
herein specifiied.
Extension of Time Findings File No. PE-1737-93 Page 8
20. 7here may exist u#ileties, either undergrvund or overhead, affecting 'the subject
property, incfuding praperiy to be dedicated or set aside for fufure acquisitiQn.
5pokane Gvunty assumes na financial ob9igatian for adjustments vr relocation
regarding t'hese utili#ies. Appfican#(s) shauCd check with the applicak~ie utifity
punieyvr arrd the Spokane Caunty Engineer to determene whether applicant(s) ❑r
the utility is responsoble for adjusiment ar relacativn costs and to make
arrangernents far any necessary work.
21. Applicant shai} dedicate the appiicable radius an ali-intemal rvads and TweEfth
Avenue.
5PO ~ COUNTY DIVI51[3N QF UTIL1TIE5 (l1PDA7ED)
~
1. vwner(s) flr suceessvr(s) in irrterest agree to authvraze t4he Caunty #v p1ace their
, e(s) ❑n a petitian far the forrrratavn nf ULID by petitiora methad pursuant to RCW
°4, which petition includes the vwner(s) property; and further raat to object 4y tne
i g vf a pratest petition against the farmation of a fJLlD by resviution methad
p ant to REUV Chapter 36?94 which incluries the owner(s) ❑r seaccessors(s) #ram
v ctang to any assessmen#{'s} an th e praperty as aresult vfi impravements called
f n conjunction with the forrr~ataon af a ULlD by eE#her petition vr resolution method
under FiCVV Chapter 35.94.
2. Any water seruice for this projiect shaPl be prouided in accordance with the
Coordinate Water 5ystem Plan fvr Spokane County, as arnended.
3. Applicant shaH make connectivn to publie sewer system. Sewer cnnnectian permit
is requbred. Plans arrd specifications are to be reviewed and approved by the
Utilities Deparfinent.
4. The dedication shall state: "Piublic sewers shall be constructed to provide for the
connectican af each parcel to the Ccaunty's system af sewerage. lJses vn pr❑perties
within the prvject snall be required to eonnect to the sewer and pay applicable
cha ges per the Cvunt,r Sewe'r Drdinance. Sewer cvnnection permits sf~alf he
req ~i ret!".
5. T~ dedication shafl state: "A, public sewer system wiif be made a~vaifable fac the
p, and individual services will be prvaided to each lot pris~r to sale. Use of
in ~aidual arr-site +disposal systems sha6l not be autharized".
6, dedication shall state: "1ridiaidual tracts shall be subject to payment of current
lecabfe sewer cvnnection ~~harges andlor gerreral facilities eharges prior to the
i' ance of a sewer cvnnecti6 n permit .
7. Rpplicant shall su'bmit expressly to 5pokane County ❑ivision af UtiEities "under
separate cvwee', anly thase plan sheets shvwing sewer plans ar,d specifications for
the public sewer cvnnectians and facilitaes for review and approval. Commerccal
develvpmerrts shafl submi# historir.al and or estimated water usage as par-t ❑f the
sewer placa submittal.
Extensivn of Time Findings File Nv. PE-1737-93 Page 9
8. Sewer plans acceptable tv #he ❑ivision of Lltilities shall he submifted privr to the
fnalizativn of the project.
9. SeCUrity shall be deposited with the Division of Utilities for the cvnstruc#ion of the
pubCic sewer cvnnectivn and facilities and for the prescribed warranfy period.
5ecurity sha11 be irr a form acceptable tv the ❑ivision of Utifities and in accardance
with the Spnicane Gvunty Sanitary Sewer ardinance,
10. Any water serviee for this project shafl be prov"rded in accardance wi#h the
Coordinated Waier 5ystem Plan for Spokane Counfy, as amended.
SPC]ICCANE CaUNTY MEAL7H DISTRlGT
1. The fnal p1at shall be designed as indicated vn the preliminary plat of re-cvrd andlvr
any attached sheets as noted.
2. Appropriate utility easements sha1G be indicated on copies of #he preliminary plat of
record far dEStributivn by tfne Planning Department to the utifity eompanies, 5pakane
County Engineer and the Spokane Gounty Regionai Health District. Written
appraval of ihe easements by the utility campanies rnust be receEved prior to the
submittal of #he final plat.
3. Sewage dispvsal metfivd shall be as autharized by the E3irectar at L]#ilities, Spakane
County.
4. Water seovice shall be coordinatad thraugh the Qirector of Utifities, Spokane County.
5. Water service shall be by an existing public water supply when a,p,proved by the
Regionai Engineer (Spakane), s#ate Department of Heaith.
6. Prior #o fi9ing the fnal plat, the sponsor shall demonstrate ta the safisfactian of the
Spokane County Health ❑tstrict that an adequate and potabfe water suppiy is
avai[abfe to each tract of the plat.
7. Priar to filing the final p1at, the sponsvr shall present evidence tha# #he plat lies
within the recorded service area of the water sys#em prvposed to serve the plat
8. Apfan fvr water facilities adeq+aate for damestic use, domestic irrigatian uses and
tire pratection use shafi be appraved by the water purvey+ar. Said water pian must
have been app6oved by the frre pra#ectiQn district and the apprvpriate health
authc+rities. The health authvrities, water supplier (purveyvr) and the fire prvtection
district will certify, privr ta the filing of the final plat, on the face of said water plan
that the plan is in conformance vvith their requirements and wil] adequately satisfy
their respective r+eeds. Said water plan and certifcatian will be drafted an a
transparency suitable for reproduction.
9. The punieyar will a9sa certify prior to filing the fnal pCat on a copy of said water plan
that appropriate contractual arrangernents haue been rnade with the pla# sponsor for
construction of the wat+ee system, in accardance with the approved plan and time
schedule. The time schedule wi{I provide, in any case, far completion of the water
system and inspec#ion by the apPropriate heafth authoraties prior to applicativn for
Extension of Time Findings Fil dle No. PE-1737-93 Page 10
building permits within the plat. The contractual arrangements vvill inclWde a
provision hvfding Spokane County, 5pokane County Health ❑istriet and the purveyor harmless from claims by any iatltract purchaser refused a building permit
due to failure af the plat spansor ta satESfactoriEy ccamplete the approve water
system.
1(]. A public sewer system wilk be made avaiiable fvr the plat, and individual service will
be prvvided ta each lat prior tv saie. Use of individuaa an-site-sewage dispasal
sys#ems shall nat he authorFzed. All existing hvuses, which ha,ve Qn-site sewage
systems, must cvnnect tD the sewver as soon as it is available
11. A statement shall be pfaced in the dedicatian to the effect that, "A public sewer
system will be made availabfe for #he plat, and individual service will be prvvided #a
each lot prior to saie. Use af individual an-site sewage disposal systems shall nvf
be authorized." .
12. The fnal pPat dedication shall contain fhe follawing s#atement: "The puhlic water
system, pursuant tv the water pfan apprvved by caunty and state health authorities,
the bcal fire pra#ec#iQn district, County 6uilding and Code ❑epartment, and water
purveyar, shall be instaAed within #lais subdivisian and the applicant shail prvvide fvr
individual dames#ic water service as well as fire pratection to +each lot prior ta sale vf
each fat and priar fv issuance ofi a building permit fvr each 9ot."
SPDKA,NE COUNTY AIR PaLLU'TION C4NTROL AUTFfORI7Y
1 . Ail air poElution regulatians must be met.
2. Air pvlfutian regulat'rans requare #hat dust emESSivns during demolitian,
construction and excavafian prolects be cantrfllled. This may require use of
wa#er sprays, tarps, sprinklers vr suspension of actiaity durir►g certarin weather
canditions. Haul roads shauld be treated, and emissions from the transfer af
earthen material must be cantrol[ed, as well as emissiorts from all ather
constructian -related activities.
3. All traveled surfaces (ingress, egress, parking areas, access raads) shaufd be
paved and kept clean.
4. Measures must be taken ta avoid the depasition of dirt and mud from unparred ,
surfaces onfo paved surfaces. If tracking ar spill ❑ccur on paved surfaces,
measures must be taken fmmediate7y to clean these surfaces.
5. Debris generated as a result vf this project must be disposed of by means other
than burning (i.e. cnnstructiofi waste, etc )
6. All solid fuel burning deuices ~wood stoves, pellet stoves, e#c.) must comply with
Ivcal, state, and federal rules and regulatians.
Ex#ension of Time Findings File No. PE-1737-93 Page I
DFITED THIS 15' DAY OF FE8RUARY 2000.
t~za zl~) ~
Rvnald W. Hand '
Associate Planner
Far: Gerry Gemmill, lnterim Qirector of Currerat Planning
Pursuant #o ESHB arrd the Baard of Cvunfar Commissianers Resolutivn NQ. 96-0293
this dvcumsnt is considered the Natice of Firrai Decisivn and No#ice of Right to Appeal.
Under state law and cvunfy nrdinance, yau haue the righ# tv appeal this decision ta the
Spokane County Hearing Examiner. Upon rec:eipt of an appeaC, a public hearing will be
schedufed. Tv file such an appeal, yvu must submif a letter alvng with the appropriate
pracessing fee payable tv the SpaE[ane Gounty Divisivn of Curren# Planning, within 14
calendar tlays from the date this dscisivn is signed.
The cQmpfete record in this matter, includirtg this decision, !5 C]f] fiI@ Wlth the QIVfSIfln of
Current Planning, Firs# FIaQr, SE?Dkan@ CDUP3t►j1 PUbl1C WDrkS BUIldIng, 1026 WeSt
Braadway Auenue, 5pokane, Washington 9926M245. The file may be 'tnspectecf
during nvrmal wnrking haurs, listed as Monday-Friday of each week, except holidays,
between the hours of $:00 a.m. and 4;00 p.m. Copies of the docurnents in the record
will be made available at the cost set by 5pokane County.
If yvu have any questions, please eall the Division of Current Planning at 477-7200.
c- 4*opro•aiMe @r@nat,y fliuision •f ~ngi~ne.e ri ng id lRwad! 2
5pokane Caunty Divisian of Utilities
Spokane Regianai Health District
Divisivn of Building and Cade Enfvrcement
Modern Electric
Central Valley Schaal District
Spokane Couniy Air PolEutivn Con#roP Autlavrity
TZ & T, L.L.C., clo Kathryn McKin[ey, 601 S. dEVision St.
Hahn Engineermg c!v Rudy Kitzen, 8623 N. Division, 5uite B, Spakane, WA
99208
~
~
-~age ~
C3FFICE OF THE 5PC]KANE CflUNTY EN{GINEER
1026 W Broadway Ave, Spakane, WA 99260-0174 (509)477-3600 Fax (509)477-2243
C()U"' "ENGINEER'S CONDLTIflNS C}F APPRDVAL" EXTEIVSION OF T1ME
TQ; Spokane County Planning Departmen# Fcvn
FRQM, Diuision of Engineering & RQads
DATE; February 14, 2000
PROJECT: VALLEY RINES
FILE PE-1 T37-93
Review Date: 0211112000
SponsQrlApplicant: TRUNKENBOLZ & ROHR PLLG
Section Township Range: 21-25-44
Planner: TAMMY JONES
Hearing Date: (01l2011994 )
Technical Review Date: (11 -24-1993 ,7a 2:15)
The Spakane County Engineering Department has reviewed the abave referenced application. The
following "Conditians of Appraval" are submitted to the Spokane County Planning C]epartment far
inclusion in the "Findings of Fact, Conclusions and arderlClecision° shauld the request be apprQved
1. This plat shall be constructed in accardance with the requirements for inspectivn, bonding,
recvrd drawings and eertification as called vut in the current 1999 standards and laws gaverning
road constructian and stvrmwater management in Spokane Gvunty that are in effect at the time
of application for this time ex#ension. Finai drainage plans and a drainage repvrt shall receive
the Cvunty Engineer's acceptance priar to release of a cvnstruction ❑r building permit, or
approval of the Iand action.
2. The applicab1e stormwa#er management systems and roads for this plat shall be canstructed
and certified to kae canstreacted in accvrdance with the accepted road and drainage pfans, or ail
the required improVements must be bonded for in accordance with 5pokane County regulatians,
prior tv the recordmg of the final plat. Record drawings and all construction documentation shall
be submitted with the prvper certification statement.
3. This propvsed subdivisian ar deuelopment prapDSa[ is located within a drainage basin which has
been identified hy the Sp+okane County Engineer's and Utilities affices as having stvrmwater
runoff prablems. 5ince this propased subdivision or development proposal is affected by ar is a
contributar ta starmwate r flows, proqe rty owners shvu ld participate an the planning a n d
implementation of a future basinwide storrr°iwater rnanagerr`rent system. Th,e following statement
shall be pfaced in the plat dedication:
CC• Applicant xRUNKESdHOLZ 7 ROHR P C~~►r
Engineer/Surveyor IAwRENCE I}LTNSI~9RE
PlanneT TPMMY--Jt7NE5 ~
*
Vag'e 2
01/20/1994 11-24-1993
1737
"The owner(s) or successor(s) in interest agree to join in any County-approved stormwater
management program and to pay such rates and charges as may be fixed through public
hearings for service or benefit obtained by the planning, design, constructing, maintaining or
operation of stormwater control facilities."
END
~
Kimball, 5andy
Fram: Hemmmgs, 6ill
Sent: Wednesday, February 02, 2000 3.43 PM
Tv: Hand, Ron
Cc: Engefhard, 5cfltt, Kimhall, Sandy, 5ims, Brenda; Miller, Kafherirre; ❑arrell, Virginia
Subject: P-1737-93 - Time Extensian Request
2-2-20QQ
! recommend a time exfension with the fDllawing candilions nf ap,pravaJ:
•Ttris plat sha11 be consfiructed in accordance with the requirerrients for inspectian, bnnding,
record drawings and certificatian as caEled out in the current 1999 standards and laws
governing road constructian and stormwater management in Spokane Coun#y that are in
effect at the time of applicatian for this time ertension. Final drainage plans and a drainage
report shall receive the Cvui~ty Engineer's acceptance priar t4 release of a cvnstruction or
6uiIding permit, ar approval of the land action.
•The applicable storrmwater management svstems and road5 for this plat shall be constructed
and certified t❑ be constructed in accnrda~ice with the accepted rnad and drainage plans, or 111
the required improvements must be banded far in accardance with Spakane County
regu,ations, prior to the recording of the final pl'at. FLecard dra►vings and all construction
documQntatian shall be submitted with the prnper eertilication statement.
« This propased suladivIsion or development proposal is located r►iithin a dYainage basin which
has been identi_fied b3r the 5pokane County Engineer's and i]tilikies vffices as having
storm►vater runafF problems. Since this proposed subdivision ar develapment ,grapvsal is
affected by orr is acontrcbufior to stormwater flo►vs, property ownet-s shau'1d participate in the
plannitig aiid irraplementation af a future basinwid'e starm►vater management system. The
#ollo►ving statement shall be placed in the plat dedicativn:
„Tlie orvner(s) or successor(s) in interest agree tv jain in any Caunty-approved storrn►vater
management pragram and to pay such rates and charges as rroay be fixed thraugh public hearangs
for serVace or benefit obtained by= the planning, design, cansfructing, rmaintaining or a,peratian ❑f
stormwater cdntrol facilities."
Page 1
~
• -
a: S P O K A N E O U N T Y
CURRENT PLANMNG A DMSIOIV OF THE PUBLIC WORKS DEPARTMENf
Gary Oberg, Dirnctor
MEMORANDUM
TO: • u t •~rin • and - oads, ranspo.r~tation En,• in~crin
cot -ng eha • c/o Sandy Rim • all
Coun ivision of Engineenng and Roads, Development Services, Bill
Hemmings
County Division of Utilities; Information Management, Jim Red
County Stormwater Utility, Stormwater Utility, Brenda Sims
Regional Health Disfrict; Steve Holderby
Spokane County Fire Protection District No. 1
Modern Electric
Central Valley School District No. 356
Spokane County Deparfment of Parks, Recreation & Fair; Steve
Horobiowski
FROM: Ronald Hand, Associate Planner
DATE: February 2. 2000
SUBJECT: Extension of Time for Valley Pines, PE-1737-93
The Spokane County Division of Current Planning has received the attached request for
an Extension of Time for Valley Pines, PE-1737-93
Please provide any comments or recommended conditio
have any questions, please call me at 477-7200.
Attachment
c: Thomas Holland, TZ&T, L.L.C.
Layman, Layman & Fennessy
Rudy Kitren, Hahn Engineering, Inc., 8623 N. Division St., Suite B, Spokane, WA 99208
1026 W. BROAD4VAY • SPOKANE, WASHIh'GTON 99260-0220
PHONE: (509) 4777-7200 • F.VC: (509) 477-2243 • TDD. (509) 477-7133
` 01/10/2000 07:35 467818 HA'N ENGINEER] PAGE 02
r
. . . ~
• • ' " _ 5 . • , ' • . ' . , . . , ~
. APPL10AT10N, .
FO R . ~ E , :
. . : . ; XTENSION bF Ti11AE . . , .
~A-b-M DIVGSiOtJ OF BUILDiNGAND PLAI~lNING
\ r...
.
NA11E OF PI.AT/FII.E7v'O: PLAT CF ~AI.LL•° PI~•'.ES . P:O. °-:737
Al'PLICAW (j14.NfE pg j.EGAj, OWNER): T Z& T, L. L. C. ' MAII.TNGADDRE,SS: C/0 KATHRYN MCKINTLEY, 601 S. DIVISION ST.
CITY:
SpnK„ATNE STATS: WA zip; 99202-1335
PRaN'E: (work)(Sn4) ~s (509) ({3x) (509) 624-2902
IF APPZ,ICAN'I' LS NO? TEEE O WrIER, Itt CLUDE WRTI'TEN OIYNER AUT80RtZA'MON ]FOR
TM BELOVir'-OWNER'S DESIGNATED CONTACT TO SERVE AS REpRES&h-TATfyg
O~t'Z'S DESIG~IATfD CONTACT: KATHRY-N MCKINZEY
MAII-INGADDRESS 601 S. DIVISIOV ST.
CTrY: sPnVavF• SI'ATE: cvA Zp: 99202-1335
PHONE: (wotk) (509)455-88%omc)(509) ({ax) (509) 624-2902
1. Has anY Fortion afthrpla; shar:prat or BSP bxea finalizcd (re..^orded)4
. NO •
Y ~S ~ proposed 8na1 pla~ shon plai ar BSP be~ subm~d to the Divisian of Bw7diag aad pl~ainzq
No Ifno, w2~y bas thc plst, short plat ar BSP noc be= $~lizLdj
Wh3thas bc= the dttayt The owner of the property became involved in litigation that nade
comrlpr;nn of the plat impossible. The litigation was secclea in Lcie 1G11 of 1999, and
the nlat- hPG *+nved forward ranid].v since that date. . '
3. ~a: go~-..ss hss eccurred: tiVh= condidons of aFrpro :,al have besa campleted {sroe$ ea a~nvey wa-,iS .
bIDProverneat; roasw=t2d,deputmeatalapprovalsubt3?,ed? a11 survey work has been aone for the project
A check Drint of the final plat has been preQ2i2d and presentec Lo ~uuk2:1e Countv. A.11
road dr-e-;nage, water azd sewer ensineerin~ has been completea ana nas recEiSed tent2tive
` approval from SAOkane County. The owner nas commenced aemos.iEion oi uyu ;tructures on the
proDertv. Pursuant to an Ltli a sewer tine nas oeen construciea ~ncuug,. ~ porCion of the
, project.
Pege : c12
A~.y+a8an 4xcc~cifa+crT~oe OR u ll \A
EiZ ' d @L£ ' Gt,1 AlND xc5 Wc27 :E 6@2? ' L'Mdt
01110l2900 e7:35 46781E HAM EhRGTNEER PAGE 03
. . ~
II -
4. Why has%e pLit sbcrrt plg cr B5P nat bc= fiaaZiz:d7 V/Lgjas drla~ed ?
The nTaners laan bro~Cer fai~.ed to erfarrn on certain oan ~
F commitments. As a result,
1.enders spriIred ag-ainst the vropertd commence6 torec-osure. AaispuL-e 4L,;,~
fol.Zaraed. The matter was nac xxnala rescrbvea . and li.tigation
Y untxl ~he ~a's ox Sznce that date the
❑wn.er has pursued cvmpletzvra vr cne p ac QiixgenLly &z1c ils u; '_`h~ace ar Zh~'applicatiart,
anticipates completion of the final plat prior to t;ze pre~iminay Y~G~ ior~ date,~'~
5. k~ tlzis a phaseed ptujec:T Yes Nv IF'yss, plaaso camplccr the f0Uowi29 inf'onn2licm:
No. of lm rrig,in.alIy spProved: NQ. ofpb2= finaIi=d t~a datm
Nv. of Pcsts remainircg to be fnoaixed: Na. of ar.zts remaan.jua tn dat,
LZG'A.I. [)WNER SIGYA"IURE
oP;epal --,Y= or sem-esenta::ive as 2ushorL7aa by 2e:Za1 mvmes~
~ THDrYAS HOF,LAAiD, for TZ&T, LLC , 0&1 Aame) SVIEAR +DR ArFMU TEAT
THE A,EUL+'M p,r;SPdN!XS ARE IViADE TRLTHFULLY A,NA TO M BESr oF W I~NqWLFMrE.
I FZsRTHBR 5WEAR UR AFFMM xHa4Ti I AiM THE C7WNER Q.F RF,C[}Rr1 pRre .
PRU~~ Fm THE AzC1YE II7Ewi7= dA24'D USE AGI3Qls; OF, IF rTpT TEE pyNEI,
A'''ACFMD am'yVr!'H IS wRmm4 mmssIpN FR.oM THE OwN^';;R AZF3-Sauzix. MY
AG7~`ot~S Cyt~f' H~S~ BEHAI.F ti
ADDRESS: 601 S. DIVISION LS57RR~3
GFT't: SPOKANE TA'TiE: WA zp; ,992a24i335
i7~0:1AS HOLLr'it~I)i L~172MER SIGNATUAB '
. Tz&T, L.L.C.
NOTARY
5'I'ATE OF WA_qlMqGTON
CpUNTY QF S'eOIfJQkZE
SiM5CRtBm AZ4]DSWCF,wto bc#'arc rne tb.is 25q-day of~Y
~~~y;~
N~.o,~
xorARY srcNATtrRE • • • • ~
7z Netary Pubuc 44d ior 1he Swe vf Wa,s}~,i~gtca ,
~y
~ - ~t,e,s" a.r
~ ~
.
15~ff -
my 3pPoin=CIlt exp1!'e5t ~ 114 r/'---, .
1 f .
`*which xs March 1, 2000. The applicant
EXT Dr TD,~~~/7,-Cj5-q3 ma~ces this application for an extensivn
3n rGse sornetfiing beyond the owner's
Fgae2 of 2 contrml prevenrs cvmp le+~i.c~n of the fznal
A{a~'a~ersfor~i~u~aa~tf7i~s Plat by ~larcl~ I, 20p0.
E/-E'c.' ~.E'O!v .".Wl~.'1+~'f-lc18W-E .I.WJ >fcis laalb:E 22-02'2. '{+bf
LA+,v oFF1CES
LA3'l•IA', LAY"NitLN FE~IESSY
4100 kVefls Farzo Center 309 Caeur ri'Alene As enue
999 T71ercC Avenue 641 5outh Doosion 5treet F C? Ba% 1560
S23EFEC, GVA 9S104 5pnl,ane, 4ti:-! 99242-1335 Cozur d'Alene, ID 5_S1-1
(206) 34{}-1; l4 [SD']J 455-3SS3 (208) 66; -65a
F ax {?C}G) -64 -9;; 59 Fax (509) 634-2903 FaY (20S) e6=-4762
Plcssr rcply ta5q7kanc
JOHNG LAYlI-1N OF COU„5EL
70HN H Lr1.YMAN E7z7\-1LD N ic% fAti.N IS
Tl,L1[YT1•[Y B FEtiNESSk'
[CATHRYiV R NicKI4LEl"•
JBM :1 @LEDSOE" ' ("')AdlvllTTED TO YfZ1CZ'!CE
KATHI tii JEti'SEN"t WASHItiGTQ\~ & I[]AH[}
K.lTHER!\'L J SC ARCLIFF (t) ADNIfTTED TO PIt.1C i ICE M0N `fati A
January 27, 2000
Spokane Cour7ty RECEI~ED I]t~risiaci of B~iiIc~inv & PlanrrirrR SpO~NF CO~-.~~~~
1026 M/ 8raadway Avenue y ~
S}~akane; 1VA 49260 ~
Re: Valley Pines Froject - Applicati0 n for Extensian of Time ,UPp,~.~
No.: 1'-173 i '
Gut- Fi1e tio.: 25926
GentIemen
Enclosed is an Appli:.ation for Extension of Tirzze for the T'iat of Vaflev Pir1es Thls e.\ten;ion is made
piIrsuant to 5pokazre Cozi nty Code 5ectioli 12 100_ 1 13
Th i s proj ect has had an untortLmate histar}•. Far reasons lar~e ly beyond the o« ~aer's control, tnis prQj ect has
heen imRiersed in ilticyation that has niade it irrapossi$Ie to acqtsire final plat approti•al. The ]itiMatian ~,vas
re^entiv settled, and the o%,,ner and the prirnary project lenders have aeached an acreement co complete the
project as prvmpkli, as possible
Since Oetober of 1999. the oiviier has correcteci a!1 of the tatfe prablems assocoatr:d ivit17 the propertv,
cornpleted zll sun. eN ina anci has danc all ofthe ciaairieerincy required for raads; drainaL*e, %waFer and sewer
Tlie aivI1eC at1TICip:tte5 I7aVing aband for ail stibclivFSioii iriipravefiients ti••it17m t«<o wezks
1t is 1111poi-tn:t1t TI77i TIli5 5LIE7dlti'i510n ~~o fnrward A se%ier linz «as placed acrass tlte propt~i°t~, 1.,1 attiticipatior7
ot' thc prpject recei\ i n~ final plat approval As a conseq Lience; nQ eas:~rncnt «it5 acq«i red for th r- seiN er If
tlZe plat is t1ot complzted; the sewer line wi1l eKist oiry #Ize property withotsi an easerlirnr
Tfie SLibd ivision is cansistznt wit}l tlle plan that was oraginafly approved, arid the awr7er laas ta',e7 ;tibstailtaai
steps towzid F1Iia2iziiic, rhe plac
1
i
5pokane Gounty
Divisiori af Butlding, & Plannin;
Tanuary 27, 2000 -
Pa~e ?
Sased an tfle foregaPR-2. the owner requests that the dzrectar grant a one year eltensian of t}7e preliminaru
plat appraval -
T17ank yoLi for yoLir attention ta this matter. Please do raot hesitaie co call me if yvaP have anv questiQns ❑r
concerns
Sineerely,
LAY'ivfAN, LAYMAh' & FEiVNESS`l
' Kathryn R. MKinPey ;
I
KR~ti1 :fj m
finciQSUres
Checl.
Applieacocn for ENtens~on
LC Chesirr Lacf;eti
Thomas Hu[land
. , za~G AND JAran UsE FM 4'c~Lj
~ RECEIPT mFC7RMATIC1N ' V'° °l
ya6Izj+ r 6
. ~.o
Date: //-)o -qq File Number. Paxrel Number.
. aD 19
Name: R-e Jc.L-. Phone Number. f&L Eo. 4!~-~ t.~~c5
~ ~
Campany Name (if applir~ e): ~
Address: /aor) ,i~+,.~,~,~ ~n, •~I.~. 3C77 City/Sta.telZip
~~j~t~,+ J 11~~1 S a MINFO`IIC)N
ZTEM D~CRIPnQN lTLM 1ultgplTed brY r~r (eCillalS LOCa;)
NLa. A11dUUM af 1Ce=
_ S
7 -7(~~ +5/0/ ~.~.q lx3. o a
~
Cl,#2S0R ~l C) O. rio
u
!I -
C.." ~'!'~'A~..1~1VI CJU~' I3U.E ' $
a 2
$y: 6~Z ~ """ransaction Na. ''99 ~ 0 Y~ f Receipt No. 1 ~l ~ ~
~"73 1 G
. ~
ctiange $0.00
IV❑tes:
Trun DutelTime: 1'f!1011999 12:49"40 P
By: Chargrav
Lrrgon tlser: gwendeE
Statfon: GWENDEL
fJruerride By.
~ ~
+
.
~
0`
~t
` ~
o C)
t,,-
~ Pua e I of 1
~'7inted: 11/14115+99 I2:20: ~l7 PM
SpQkaYCi e Cf1lLn~
Public Works Department
Drvzson of Building & .P'lanning
Receipt
ReceiptNumber: 1 D01p G'ustorner tV'umber
Proieets
Full
PrQiect Nbr Inv 1Vbr =`-Fee Ariii Iriv Ain1 ° Owrnp, PA IIJ Pmt
~
99010$41 1 =-$1,223.d0; ,$1,223.00 :.$-1;223.00 $1,22300
Tutal: ~==$t.22300 $1,223.66 23.00"- $1,223.00
Miseellaneous Items
Tatal PAIIJ: $1,223.00
Tender '
er - -;Clte~k`' =:4~Gf~,~" - , Bal~rnce ;ExnD~te TENDEREU
Ctaeek9 ' 28093 1,1 23A0
Chrecl€2 5839==-_. 100 00
Totrrf T,+ENXJERED: 1,223.00
Over 1 (Shcart) $0[}0
Cltange $0 00
Notes':
Trun Dade ITime: 1111 fl11959 12: 19 40 P
By: Chargrav
Logon User: gwendef
Sdaraon: GWEN❑EL
Uverride 8y:
+
' ~0 6 0 1
O-kAJ-11 r-7
kGL r,- I
Prtnred. 111zarr99g r2:2o:aTPM Page r °f I
f _'1
Merrijean Gadd
From: nickolas janssen [njanssen@msn.cam]
Sent: Monday, NoVember 21, 2045 10 37 AM
To: 5andra R
Subjeet: -
SAndra Eta s ke11 ,
We have no ownership in this plat for more than 3 years.
Check with the assessors office who halds title to this plat 5incereiy,
ZVickolas Janssen
1
W47hm 46mgiffcez4vg, ~1rac.
605 E. HOLLAIs1L} AWE. ~ LETTE' 0 • ■
SUITE 112
5Ppl{ANE, WA 99218
6ATE f .fOB NO
(509) 467-1550 i a-3a-oa ~
FAX (509) 467-$1$9 nrrENrroN
GARY IVYBERG
TO CDi7NTY ❑F SFOKANE RE
PUBLIC WORKS BC]ILDTIVG
1026 W. Broadway Ave.
WE AFiE SEIVDING 1'QLl Q Attaehad ❑ iJnder separate coaer Via the folfvwing 'rtems:
~
' ❑ 5hop drawirsgs ❑ Prints ❑ Plans ❑ Samples ❑ Specifacations
❑ Copy of letter ❑ Change order ❑
COPIES D• ■ r •
1 Raadway Insqection Bond - See Below
I I I
I 1 I
I
I
I I
I f i I !
THESE AFiE TFiANS'MITfEO as chacked below:
❑ For approval El Approved as submitted 0 Resubmit copies for apprQUal
❑ Fve your use 0 Appraued as nQted 0 5ubmit copies for distrilautivn
CJ As requested ❑ Returned fpr cvrrectivns El Return corrected prints
a
C] For review arod comment 0
0 FQR BIE]S DiJE 0 PR[NTS FiETUFiiVED AFTER LQAN TQ lJ5
REMARKS
The fu11y executed rezrised original Roac3way Irapr[avement Iraspectaon '8and
Band # Sdnf](]1[]2099
Snokane Countv Fi].e # P1737 - Valley Pi.nes
COPY T{]
SIGNED ~
PRoQUCZ xaar Il enclo.sures are not as noted, klr+dly nvtlly us ot onre.
S
. • _ J
STA7'E C]F WASI-iTNGTON } .
}ss
CDllN'TY [3F W'IIATCOM ]
~
On this~r day Qf _ 2000, tefvre me persvnally appeared CBESTER T LACT{EY, to me
knawn to be the individual desenbed n and wha executed the within mstrument as the Attorney-m-Faet far tVickalas &
Margaret danssen and acknowledged to me that he signed the same as his own free and voluntary act and deed as °
At[omey-m-Fact for Nickolas & Margaret Ianssen in the capacity and far the uses and purpvses therem mentianel, and
that said gnncipul is nnt deceased nar isscompetenC
IN WITNESS WHEFLF-OF, F have hcrcunto sct my hand and ofYacial seal the day and yeu first
above wntten
e i d fo the Statc of Wsstungton,
. _ Notary
pub~
residing ai
My Commisstvn Ex&es
~ r
STA'I'E C7F WASI-JNGTClN )
}ss
CQUNTY f]F VVHAT~OM )
..'t-~.
C)n thas ~ clay of 2000, tefarc me personally appeared CHESTEA T LACKEY, to rne
known to be the individual descn;d in end d►+ha executed the wsthin instnimenY as the Attomey-ln-Fact for William
and 7acquelyn ]acabs and aclmowledged ta me that he signed the same as tus own fre.e and vflluntary acf and deed as
Attarney-ua-Fact for VJilllam and Jacquelyn Jaeahs in the capacity and for the uses and pnrposes therein mentioned,
and ihat said pnnclpal is not dsceased nar mcompetenl
' IN WI'ENESS WHEREDF, I have hereunto set my hand and afticial seal the day and year first
ahaWe written,
~'Y`' ~ ✓~Z'~'-~ ~
' _ _ • 'Netary Publ_ic~n ~r f the St~ate of L~+Iashingtan,
residmg at f Y~-~-'V`t~~"" .
My Commissian Exsir,"~
. '
STATE QF 17aASHIldGTON ~
)ss
CDUNTY OF WF-Tf1TGOM )
Ors ttus J~ day vf ,+1Ys~ , 2000, t~cfore me persanally appeared C~TESTER T LACKEY, ta me
knaw,m to ]e the ix~davzdual c3escnt~~ in snd who executed the an3hin mstrument as the Attorney-in-Fact for Lee €snd
Mary Lou Camemn and aclrnowledged ta me that he ssgned the same as hjs vwn free and voluntary act and deed as
Atiorney-in-Faet Car d.ee and Mary Lou Cameran in the capacicy and for the uses and purposes therem anentioned, and
that said pnncipal is noi deceased nor incompetent
INWI'INESS WHERE{7F, I have hercunto set my hand and offiicial seal the day and ywr [irst
~ above wi~itten
, - - Notary Fuhlic an far' .e 5tate af Washxnggzon,
residing at -.r~-. My Gommissian Expsres 1 Z~X,3107--
~ ~ •'t~ . . y
L
4 • ` /
, E -
SIGNATURE PAGE Fd7►R R[]AiIWAY ENIPHCD'VEMEIVT and RaAI]W WAY
IMPRauEn~ENT nvsPEcTIoN BaND - sPOKANE cOuNTY
Bond No. SDU0102099
T Z & T, L.L.C. - ~
d, Member Thomas Holland, IndiVidusll'~~Lddress
Fhone
NTCK(]Lr.AS JAN5SEI1I, MARGXRET" JANSSEN,
' by Chester T. Lackey, S.P.O.A. by Chester T. I,ackey, S.F.O.A.
Address- ] 65 Bouquet Canyan Drive
Palm Desert, CA 92211
PhQne: 760-799-0619$
~
WILL,LZA1V,~ JACDBS JA+CELY ,TACOBS
by Chester T. Lackey, S.P.Q.A. by Chester T. Lackey, S.P.O.A.
Address. 110-11 O'f' Avenue NE, #440
Bellevue, WA 98004
Phone, 425-453-0498
"Z~..~-
LEE CAM~~ON . 11ARYCUU CAMER[1N
by Chester T. Lackey, S.P.O.A. by Chester T. LaCkey, S.P.O.A.
Address: 2915 Horsehead Bay Dr,, NW
Gig Harbor, WA 98335
Phvne. 360-898-2145 .
N 1WP1CTL1CLIE,TfT517A1Y55EN1D£7CSGSfGIVATCFREF,4GE doe
~
StaCe of WaSh1ngtC9T9 }
) 55.
Ct7lll'rti}i of Sp[?ks3F1e }
I certify that Xknaw ar have satisfactory euidence that 7'HQNIAS HQLLAND is the
person wha appeared before tne, and said person ackra❑wledged that he signed this
instrumen# and acknowledged it ta be his free and voluntary act far the uses and purposes
mentianed in the instrutnent.
Dated: yl,~l~ ' ~ -
e i • 1 ~I~ NOte~I'~' PY.1bliG 111 fLlr $he State
iCl
f Wa5hliigtC1I1.
TAF~ A~`~ ~ r~
!
~ ; 0 'y~ ~ Y ~ ; 00 My appvintment expires: 7-
i PUg-+G i
9
OF
W
5tafie of UVashington ) ) 5S.
COllF1ty of SpL?kaIle ~
I certify that T knvw or haue satisfactory evidenGe that THC3MAS HQLLANL] is the
person wha appeared before me, and said persan acknawledged that he signed this
instrument, nn oath stated that he was authofized ter execute the instnzment and
acknawledged it as a Fartner of TZ & `T', I...L.C., ta be the free and valuntary act of such
party for the uses and purpcrses mentianed in the in rument.
Dated: 1a I'qI m .
Notary Pubiic in~nd for the state
J. of Washingtvn.
xpires: ~~C79~f~Z
~ia~' rMy appointment e
; ~
r
: : ❑ OTRRy ~P:.
i PU13LIC ~
.
s 7, ~
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%11,~UFyVA~+'~"~~-:
. ~ . ST]O0102099
;r1anIIVSUR.4NCE COMPANY
ROCK HILL, hlEW YGJf2K 12775-8000
(a 5tack Compony)
F'OINER OF ATTC)RNEY
9'k}tOtU r~ff cMett Ty V1jCse jIm5CiltS: That FFiQR1TIER INSURANCE Ct7MPANY, a Newr York Corporation, having its principal office ira Rack
Hill, New Yprk, pursuant to the following resoiution, advpted by the Board of pirectvrs af the Corparation on the 4th day vf November, 1985.
"RE50LVEQ, that the Chairman oP the Baard, the President, vr any Vice Prasident be, and her$by is, authoriaed to appoint Attarneys-irr-
Fact tp represenf and act lor and on hehalP of the Company to execute bflnds, undertakings, recagn¢ances and other cvnPracts of indernrrity
and writings obligatvry in the nature tharaol, and fo attach theretcr tha corporata seal vf the Gompany, rn the 4ransac3ion ot ris surQty businsss;
"RE5(JLVEfI, that the signaturss and attestations of such ofiicers arsd the seal of the Company may tre affixed tfl any such Pnwer af Attomey pr
to any certrficate relating thereto by facsimile, and any such Powar pf Attvrney or certifiaate bsanng such fac&imile sfgraatures ar facsimile seal
shaEl hs valid and binding upan the Company when sa afiixgd with respect tv any hond, underiakEng, recQgn¢anca or other cQntract pf indemnity
csr wrEting ahligatory in the nature thereof,
"RESDLVEO, that any such Attamey-m-Fact deliVenng a secretarial eertificatian ttSaY fhe fpragaing re5aiutians still he in elfect may insert in such
eerti}icaiion the data thereof, said dsTe to 6e nat 6ater Ihan the date vP de hue ry lhereo! by such Attamey-in-Facl." •
, This Pawer vf AStvmey is signsd and sea9ed in facsimile under and by the authonty Df the at:ove Resolution
0C3E5 HEREBY MAKE, CqNsTiYUr~ AND aPPoiNr JAMES R. OLSEN RQ51TA CICCaLINI
of Canoga Park Califosni~
, in the 5tate af
its trus and lawful Attomey{s}-in-Fact with full pvwer and authanry here6y conferred in its name, p lace and stead ta sign, execute, acknowledge and deliver
in its behalf, and as its act and daad, without pnwer of redelegatEvn, as follQwS'
Bonds guaranCeeing tha tidelity of persons htilding places of publrc or private trust, guaranfeeing the per#ormance nP oonfracts other than
i nsuranoe palicies; snd executing or guaranteeing bonds and undestakings requi red or pe rmitted in all action5 or proceerlings vr by law allowed,
IN AN AMC7LlNT NOT TO IEXCEED SI?[ HUIVQREIJ FIFTY TH[3C15AND ($650,000 Op) DQLLARS, and to bind FRpNTlER INSIJRANCE
CL7MI'ANY Thereby as futly and to the same extent as if such bonrS or undertaking was si gned by the dul}+ authorixed officers of FRQNTIER
IIdSLIRANCE GOMPANY, and alt ihe acts n6 sacd Attflrney(s) -in-FaCt pu+5uant ta the authvnty h$rein given are hereby ratified and ooniirmed.
3}t ViC1teSS OflCt'¢Of FRONTIER iIdSLlRANWOMPAM1lY af Rock Hdl, IVew Yorlc, hAFj§wd this Power Qf Attorney to be signedftgJ3 ViGs
Presidani and its Corpvrate seaP tfl be affixed this day trf
FR[]NTIER INSURANCE Cpk1PANY
f3URANC'n ~
{ - g
SEAL
a R =er~6F P ~ ~ [
I B1
QAVID E CAMPBEL,L. lAice Presidani
BTATE C}F NEW YORK]
COUNTY OF SuL4~} ss. August 1998
❑n fhis day flf ,befpre me, NOrtia, Nv4ary Puhlic, personally appeared
❑avid E. Carnp1mll of FRDNTfEFt tNSLlRANCE CQMPANY, persanally knpwn to rrsa to be the mdividual and otficer descnhed lneraan, and who executed ihff
preceding Enstrument, and aeknowiedged the executian of the same, and being by me duly swom, deposed and said, lhat he is the aHicer o! the Company
aigresaid, and that the 5ea1 affixed to the preceding €nstrumant is the GQrpQrate SeaP pP the Company, and the Garpvrais 5sal and signature as an
affi ce►wBra dwly aFfixed and subscribed SQ ths &aid instrument by the autharity and darection of the Corporation, a n d tfsat the Teso[ution of the Campany,
referred to in the preceding instrumant, is now isr force
311 Z@5timo}tjj Orj¢Teof I have herevroto sEt rny hand, and afiixed rrsy official 58a1 at La Jolla, California, the day arsd year ahave wntten
K ORM '
QGorr~n~Orr ~ 114M ~ .
~ wayPubgc-Ccgkrrk
~ = + 5ignature of Notary PubEic
A~ Carpvration Ackrsowledgement
V~~~~~~~~'"'q I~IL11V
I, Jf]SEPiH P LO4JGFiLIN, Secretary af FROAITIER IN5URIINCE +CC]ARFANY of Rock F#iII, Idew York, dv hereGy certiPy that the foregoing Rssa-
iution adaptad by ths Bvarci of Directors vf this Carparatinn ant4 the PoweFs of AI#csmey issuetS pursuant thereta, are true and correct, and that bath the
Resolutian and the Pvwers 4I Attorney ara in full force and effect -
31111 V ltt1ESS Ca) CfTCOf I have hereunto set mq hand and affi xed the facsi mde seat nf ihe co raGon this day o!
.20 MaY'Ch 00
,
:t SEAL~^
jDSEPH P LClUGHLIN, 5acretary
FM 19--IW2-8 (112000)
. `
r^^~'
. • 8dLIF9RNIA ALL-PL9RPk;.am ACKNOWLEDGMENT N4 5907
State of Califarnia
Count'y vf Los Ancreles
3123/00 5. Phili,s y
C]r~ ~efvre me, t~atar p'~,i]ZZC a
dATE NAM&. T3TLE OF 4FFtGEPt - E.G,.'JANE [iqE, NOTARY PUBLIC'
persanally appeared James R. alsen
'AfAME(S) OF SIC3NeFI(S}
~ persona9ly knvwn ta me b f7R - C~ praVed to me on the basfs of satis#aetory evidence
to be the persan(s) whose name(s) islare
subscribed to the within instrument and ac-
knawledged tn me that he1shelthey executed
the same Qn hislherAtheir autharized
capacity(ies), and that by hislherltheir
signature(s) vn the instrument the person(s),
vr the entity upon behalf of which the
- - persan(s) acted, executed the instrumerat.
S PFfILIPS
Commiisinn ft 1175738
t~asary PuoiiC - C:alifQrnin a WITNESj RZIf ha1'3d aI1d offICIal SBae.
Los Angeles County
~ MY Camrrr. Expires Mar 8, 2702 ~ .
~ - -
Si[3h1q1'l1R£ OF HOTARY
OrTIVNML
TYtough the data bel6w is not required by faw, if may prove valuabie ta persons refyang on the document and couid prerrent
frauduEent reattachment o6 this farrra
CAIPACITY CLAIMED BY SIGNER DESGRIPFION OF AT"PACHED DQCUMENT
~ IN❑M1VfDRJAL
Q Ca~tP'Of~ATE OFFICER Rvadway ~mp. Bond
- T1TLE OE3 TYYPE OF QQCUMENT
TM-E(s)
1:1 PAFtTIVER(S) 0 LiM1TE[J q
❑ +GEEV~RAL
N '4`~o~N~-Iy-F'~~~ NUMBER OF PRGES
0 TRU5TEE(S)
1:1 GLJARDIAIWCONSEFIVATLIR 3 f231 O0
L El (7TFiEFf:
DATE OF DCJC[1MENT
SlGIHER 1S VREPRESEPCFEN{a:
a,ME OF PERSON(s) Oa ENTITY(iES) T Z & T, LLC.
Prri SIGNER(S) DTHER ThIAN NAMEC] ABOVE
(D1893 NAT40NAL iVOTARY,A5SOC1ATdpN • 8235 R$mmet Ave., R 0. Box 7184+ Cenoga Parlc. CA 81309-7184
S Poymneek
....oOValley 1] 707 E.5Pra9ue Ave. • Su6te 106 • Spakane ValYeY,WA 99206
(509) 921-1000 • Fax {509) 921-1008 • cityhaf!@spokanevalley.org
March 9, 20[}6
Chester T. Lackey
900 Dupont Street
Bellinghan WA 9$225
Re: Va►lley Pines Subdivision - PE 1737
Canstructian Certification ar►d Campletion
Mr. Lackey,
Yau have receiVed a letter frnrn Sandra Raskel1 dated I}eeernher 12, 2005 thanking you
for yaur intent to take `whatever steps are necessary tv resolve thrs matter.' Tv date we
have nat received any response to that letter since the certification package has not been
submitted and punch list items correcteci_
T'herefore we request that, within thirty days af receipt vf this letter, your client submit a
gropaW for completing canstructivn, correction, arsti certification of the remaining items.
The prnpasal shall include a tietaaled schedule showing what wvrk wi11 be done and the
beginni-ng and end'ing dates far that work.
Yaur failure to provide this informatian and perforrn the wvrk will oblige the City af
Spokane Valley ta require that surety complete the wQrk in accordance with approved
plans. Tt is on record (reference Gertified Ietter received by you on November 16, 2005)
that this project is currrently in default.
Please cantact rne at jhah.manQsnokarreValleV.org or (509) 6$8-0 ]85 if you have any
questions.
Sincer ly,
9ahn Hohma.n, P.E.
Seraior Engineer
cc: F andy Haiun - Hahn Engineering
Lee Cameron - Developer
Carnrnunity DeveIopment - planning f le
Deparbment of Public WaTks - proaect fi1e
l , J
LAw iOFFiCES ' .
BELCHER, SWANSON, LACKEY,
❑ORAN, LEWES & ROBERT5ON, P.L.L.C.
JOHH C'9ELCk1ER 1204 NARRIS 'WVEPillE, SUaTE 3177 7ELEAFipNES
JRG1{ O 5WAN56N ~3h]0] 73a-B350
CyESTEaT LACKEr 6~LL1N.,'aHAV1, WASHIPJ~iTafJ 98225-7144
{360} 398-[!48
JAME$ M C]ORAW
7ER17ANCE G LSWkS FRX [366] 671•0753
[7OL1iC"iLA$ 1{ R[]BERT$QFl
Apri13, 2000
Mr. Randy Hahn
Hahn Engineering, Inc.
North 8623 DiWision Strc;et, Suite B
Spalcane, WA 9920$
Re: Roadway ImpraVement & Roadway Improvement TnspeCtian Bond
Dear Randy
Enclosed rs the cevised Qriginal hond for the Valley Pines project Please hold it with the
final plat mylar.
T am going tv attempt to prevail an 7'hamas Holdand tv sign both of ihese dvcurnents.
I apolQgize far delay in payment crf yaur last iravoices I have used the rnQney that I haVe
in trust and haVe started the pracess for haVing my ctients provide me writh the additiona9
money necessary #o pay your autstanding imvaices and the ather expenses that we w111
incur. T anticipate having payment within two weeks
Tf you have any questions please call me
Very truly yours,
(C:HEST6 T CKEY
CTL sj c
Enclosures
N IWPiCTLtCLIEIVTSI,FAN'SSEMLET°CERSIHAHN040300 doo
Spoigne
17707 E 5prague Ave Suite 106 f SPokane'ValleY WA 93206
~
509.921,1000 ♦ Fax: 509.921.10081 cityha[i@spolcaneValEey.org
Novermber 14, 2005
Nzcko2as and Margaret Janssen William cfc ]acquelyn Jacobs
165 Bauquet Canyon L}riv e 11D- 71 i]`h Adenue NE, 4440
Palm Desert, CA 922 Y 1 Bellevue, WA 984(]4
r
Lee and 1l+Iary Lou Cameron Chestec T. Lackey, S.P.O.A.
2915 Horseheacl Bay Dr. NW 900 Dupont Street
Gig Harbar, WA 98335 Bekliazgham, WA 9$225
RE: Valley Pines (PE-1737)
Constxuction Default
Tcs Whom It May Concem:
On Tuly 8, 2005 a leCter rvas addressed to Mr. Cameron indicating outstanding items and
concerns far the constrUctivn campletion of the Valley Pines Subdivision (PE-1737). As
of [7ctober 1, 2065 Spokane Valley did not receive any contact from you or any of your
agentts in resgonse ta vur request. At this time yaur project is currently in default per
5eetion 10.01 (1c.) of the 2001 Spakane Gourity Road and Sewer Standards, Attached ta
this letter is a punchlist o£ ail outstanding items.
If the City dves nat receive an acceptable response within 14 ciays of receipt of this Ietter,
we will contact FrQntier Cnsurance and .request thern tv compkete a1I punchlist rtems.
Dnce the punchlist items are complete and acceptable fa the City, a warra.aty surety sha11
be posted far 2 years.
If yvu have, any furtlier ques#aons please contact me via email at
sraskell@spakanevalPey.nrg or by phvne a# (509) 68$-0174.
Sincerety,
'L
S3ridI'a RaSkSll, P.E.
Z7BVe1opII1eY1i EllglTlee
'-c..~-~
cc: Frvntier Insurai
Rand Ha~, P. v~ ~
D~p~.~ t ~ ~ _ ~~~"t~F'rvjeePFi1ew%-
~
OFFICE DF THE COLTN'I`Y EATGINEER
SPOFCANE CQUNT7C ■ WASHIN'GTQN
TO: HILL HEMMINGS
FROM: T]AVE BERTC7
DAT E: I+iavemb er 6, 2000
SUBJECT; S{71VD ITEMS P1737 Valley Fines
The bond for the above-mentianed prraject is for the
fallawi.ng iterns :
1) All the items on the approved road anci drainage plans.
~ 12/0~/1999 12:01 4678189 HAHN ENGIMEERING PAGE 01
~
, ~ .
• ,
HahA~ Engineed~ng, Inc.
~em&mal ~rr&eerx and I.and Seerwvors
-V 36231?iWsimn SL * Sake B
5pokanA WA 99208
(509) 467-1350
F-LX (509) 46 7-8184
FACS=LE CO3ER S=T
aPLTE .
\ : A'T's'N: n 5
~
f-A?CC NO . a9 ~ 411 LP~~ . T[)TAL pA=S : %5
(inclexdl.ag caver sheet)
M;cm; T"9Jahn
SUBJECT : I~
. ~
WE ARE SEMING THE 701=41KC: ~ I WAJOF~ -
~
CIX244ENTS : .
Tf ysu do saot receive al1 patja~ have any questiOne, Flaasa wL11
us at (509) 467-1550
Qriga~ wiil r~Ot fOllaw
❑rigsnal wiTl follaw ula:
ur S , mail Hand Delivery
Feder-ffi l E~cgsrmss C3thsr
,
r
12re7f1999 12: 01 467e184 HAHN ENGYh[EERI+~A, PAGE ez
Hahn Engineering, Inc. Arafessrvndl £nganeers atzd Ldnci Surveyor5
Nurth 8623 Dirnsian Streer • 5ir:ee 8
$pvlmnr. Washingtnn 9910$
(509) 467-I550
FAX (509) 467-61e9
December 7, 1 999
Mr. bill Hemmings
Spvkane Gvunty Public Works
1426 W. Broadway
Spakane, WA 9925(}
RE: VALI.EY pINES
I]ear Bilr:
In aur recent phone call on this date we discussetl the status vf the last subm.ittW
and preliraainary bond anount estimate. Ihave been in discussion v►ith the clientlowrter
and'he i.ndicated it would be extremely helpful if we could get the estirnated bond artavunt
at chis time. It is my understanding that it will take same ta,me to process the bond, which
would parallel rrevvie«r and appmval of the ~'inal planns. The most amportant aspect of the
bond tv the avaner xs it shows activity tv the buyers af the lats and helps secure the sa1e,
withvut it at tWs time theae is little chance vf the We being completerl, wlaieh would
meaa fnancial disaster fo my client.
I am requesting Qn behalf vf rny ctient that yvu please cumplete the bond amvunt
estimate usirsg the quantity talce off data that we have supplied yvu. I have attached a
secvnd capy fve your use tv help in expedi3ang Ns tnatter.
If you should have any fin-ther questions, pIease feel free tv contact me.
Very maly youo,
11AA AA • ENGINEERMLp INC.
4,q J l ' .f ~ .
Randell G. Habn, P.E.
President
12l07/1999 12; el 4678189 HAW EMGINEERINr Pt7GE 03
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FAX COVER SHEET
JPV11.C7.1 CQCJLY 1 I GLYGLSy~ER'J OFFIC,ti
I026 W. Broadway AVenue, Spnkane, WA 99250 Fhone: (509) 477-3604 .
5ecorid FIo4r Fax # (509) 324-7655
• DATE: r ~ FA,X
TO: J~ -
~OWANY;
CITYISfiA.TE:
Number Qf pages (includin over sheet):
#AOP ' I owwl
l~►4
FRO~r~t: - Z95- 7
ME55AGE:
. ~ - -
,
A1ysa,
A11an Jackson and T canducted a field review af this prDject an 212$106 and nvxed fhe
following ltist of def ciencies tivith recornmendati4ns for resolutian:
PE-1737--Valley Pines Subdivision
swale rfiem5
1. AI, lats 24 Bc 25, Perc-ine Rd., Grade side slvpes to 3:1, re-grade bomam, and seed.
2. A2, lots 26 & 27, Perrnne Rd., N+eeds to be c4mptetedd.
3. A3, add-on, lot 2$, 12'` Ave., Level frame a.nd grate by re-setting.
4. Bl', lot 1, SlE corner 12th and Perrine, Raise frarrie &grate to 6" above sad.
5. C3,1crt 18, 5IW cnmer 13'p' and Rvbie Ct., Fiaise fi-ame & grate tv b" aboue svd.
6. I31, lcrts f& 5, 13d' Ave. opposite C2, Finish swate consfiructian and seed.
7. D2, iQts 3& 2, 13th Ave., Remoue weeds and seed at intet,
8. Ez, lats 11 & 10, 13`h Ave., Re-gade bottam and seed.
9. E3, lot 10, S1W ccrrner 13th and Whipple, Re-grade battom, seed, and raise frame and
grate to 6" abvve sad.
10. F1,1ots 3& 4, Whipple Rd., Re-grade battom, seed, and raise frame and grate to 6"
abave sod.
11. Gl, lot 1, 51E carner 12th and Whipple, Re-grade side slvpes ta 3:1 and seed.
12. Hl, lot 1, SIW comer 12'h and Whipple, Raise frame and grate to 6" above sgd.
13. J l, lot 2 & 3, 12`h Ave., Groufi fi-ame and grate vf drywell (not anchored).
Note: Most of the drywells stiil have the fabric in place under the grates-this shoulti have
been removed upan completion of wark.
Other Construction Ttems
1. Corner of 13"h and P'errine, Re-set street sign to meet MUTCD placernent.
2, 1311 S. Percine, Gzacked and brnken curbs and driveway apron-Repair
3. Intersection of T 2'h and Whipple, Cracks and chips in curb, gutter and sidewalk-
R epair. ,
4. 5wale design changes vvere made withvut pian appraval-Submit plans af
redesigned swales fior appraval
5. Certif catian Package and RecQrd X7rawings not yet submitted.
**Revis Origina1** '
"~;_~~t0AD1~+AY AP'RO~i~`EIVIENT ~ROAD~NAY IlWRCIYENENT TNSPECT1 0_13OND-SPOKANE COUN'I'Y
Snnd No. S706102099 -
Sgokai►e County Engineer File #P1737 - Vafley Pines
KN(3W AL3. BY 'I'HF-SE PRESBNTS, t3iat T7 & T, L'fiC.,'I'komas Hvlland, Nic'kolss and llargaret Janssen,
1~''~lhm and JacqnelydJacobs, and Lee and 14laryrLou Canceron' (der~o&r) as „I'RiivMai.", aind Pirontier Insurance
ComtauuI , a carporatian organixesi,and e3cisting under We laws of rhe 5tate ot California..and authorized to transact a surety
husiniess in the 5tate of Washington, as "5[lRETY," are held and fmnTy baund untcy 5pokane County, a paiitical sufsdrvisian of
Th£ ST3te of W85hii1g[4A, a5 "DBLI[YEE, " iIl thB pEriaI 5UIT1 of
$2$b,500.00'(T*o HuntlredEigtity 5uc `Z;hou,san`$'Vive Hundred and No1100 TISDollm)
itemizei as follows: `
_ • , ,
Ruadway Constttiriction: $275,000.00 (3'vvo, Hundred Seventy-Five Tbpusaud and Nal100 iJSllollars)
Roadway Inspection: $11,500.60 (0l6~ "en° Th'oti"s"d Five Hundred and No1100 iJSDaltars)
iawful morrey of the []nitei 5tate of America, fnr the paytnent of which the Principal amd Surety bind themselves, their heirs,
executnrs, adr►~nistratrirs, successors and assigns, jainuy and severaUy, firmly lay these presents.
, r . , .
WHEREAS, said Princigal is ttie develoger of a tract of land %n Spokane County lnown as Valley Pines (5pakane
Caunty Froject A. P1737)-and being 1ocated in ths' Section 21, Towibship 25 North, Range 44 E.,W.M., in 5pokane
County, W,° °~gion, 'andt said 'Coiuity Nas- x+biji~ir€~l that; a-bond ~ fur~stied in an amaunt sufficient te pay the ~ constructiQn
cc~st of izist'~'~gg` ta ;the ;ippro~ed gias~es, ' cur}is; ~'sidewalks, drainage contrr~1 aridlor paving.' of roadways adjacent tv satd
developmqt;,kan's3,such uther,vFrork as in izcideriral and:necessary thereto, as weU as a1 in accordanre with the accepted giars
on file ag rhe Sgpkkarce ~ounty Engineer's Office, atzd 5'pokane County Road Departtnent SpecificatiorLS dated Aprfl 1999, and
ta the satisfactxan of the Spbk.aree, Caiintp+'EnAifi&&; such umprovements t,o he cotnplete;d within t►vo (2) yerirs or 1ess From
the date of ~plan acoeptance euiless s,aid time geriod be extended aT the option and vrith the expressed written r,onsent of the
Spokane County Engineer: and WEIEREAS said Cauaty has requireri that, abond'be'furnished in an annfluntsufficient ta gay the cost of constructivn
inspection and tesft far raadway and storm,drainage constnuction;af said development, and such vGher work as in incidental
and necessary t&ereta, all in awordance vs+itP► tte ar.cepted plans an file ai the 5pokane County Engineer's []ffice, and Spokane
+Courity Road Department Sgecificacions eiated April 1999 and to the satisfaction of the Spalcane Counry Engineer; such
servim to bd ~~ngletec~ wit,fiiri'two (2) y~-s or 1~ £rnm the ~LE of p~n accegtanae unle;~s said time period t~e cxteIIded
at the eption and with the expressed written consent of the Spokane County Engineer.
.
`I'HERBFORE, upon failure,of PrincipaP taa cs4mply,taith the requirments stated herein wit1iin the tune authQrized,
aud upon delivery of written naticeithereaf by flbligee,ta.•Surery, the Surety shall make satisfactinn ta Ohligee to the extent of
this Band; and. ' ~ - ° . _
. . .
THEFAEFORE, the nbligation-of this Bond-sha11 be kept in fu11 force and effect u3nti1, in the opinion of the Ohligee,
the requirenents herein stated ha~e been aa4isfied, in which event writren reTease wi11 be g}ven by the Qbligee, the C3bligee
haaing 5a1e righF to granf such relea5e. 5`urety hereby wair+es all rights tQ re1ease from the obligatian except as herei.n srated.
SIG11iED A1VIl SEALFI) this 23rd day,of Nlai-ch ,20 00 ,
5[JRErY C{)MYANY: Frrrntier Lnsurance Comoanv
Address: 101 VYest Broadwav 9700
G3ty, 5ta#e: San .diego. CA
' ,~~.'~g,Code: 42101 _
- Fieue [WA 'IGS-05~~1
ty. ^ ~
Zl~le: .~~es it. Uls~t AttorneW-In-F~ct
I
Scm, `F
polZailu
,;OoValley 11707 E 5pt'ague Aae 5uite 106 ♦ 5Pokane VaLley WA 99206
509.921.1000 f Fasc: 509.921.1008 ♦ cityhall@spakanevalley.org
JUI1e 7, 2007
AttI1: ~aye M.T117 H7rtw1g
Frontier Ins. Co. in Rehabilitativn
PO Box 9000
Rock Hill, NY 12775
Re: RePease vf Surety Bvnd Na.: SDOO 102099
T2&T, LLC
Praject: P-1737, Valley Pines
Dear Ms. Hartwig,
Canstruction af the public wflrks p~ortion an the above referenced project has been
accepted by the City of Spokane VaLIey. Therefore yau are authorized fo xelease
irn.mediately, S urety Bond #SD0O 102099 in the amount of $286,500.00, in fulF.
If you tiave any questions, please contact ane at +688-0025
Sincere ,
Radney D. Pegram
Devetvpment Inspector
City of Spol'cane Vailey
Cc: Randy Hahn-Hfahn Engineering
c. ~ a~", n (t
195 Lake Louise Marie Road
Rock Hill, New York 12775-8000
-2100 / (845) 796-2100
~ (800) 836
.
INSURANCE COMPANY IN REHABILITATION FAX: 845-807-4901 •
5/21/07
Spokane Valley City Hall; Attn: John Hohman
11707 E. Sprague #106 Spokane Valley, WA 99206
RE: Principal: TZ&T, LLC
Surety Bond No: SD00102099
Description: Valley Pines; Project No. P1737; Roadway Construction and Inspection
Dear Sir;
We are the surety for the above captioned. A review of our file does not show receipt of a release of the
obligation covered by our bond. As such, we hereby respectfully request that you review your records and
advise us of the status of our bond. •
If your records show that the obligation has been satisfied and our bond has been released, please
acknowledge same by signing in the space below, inserting the actual date that our liability terminated, and
return same in the enclosed self-addressed, postage paid envelope. Please retain a copy for your records.
RELEASE of liabilities for Bond No. SD00102099 for TZ&T, LLC is hereby
approved effective
By:
Title:
Date:
If our bond has not been released, please sign in the space below and return to us for our file. Please include
details of the remaining work to be completed in order to obtain a release.
RELEASE DE" 1NED
By:
Title:
Date: s/Z- q /2!~~ -7,-
Your response to this inquiry is gready appreciated. Thanking you in advance for your time and
consideration regarding this matter. Feel free to contact this office should you have any questions.
S incerely,
Gaye Ann Hartwig
Surety Assistant ext. 5112
cc: TZ&T, LLC
Sne
o ~.Va llry 11707 E 5prague AVe 5uite gOS ♦ 5pokane ValleY WA 94206
509.921.1000 ♦ Fax: 509.921.1008 ♦ cttyhal[@spokaneVa[ley.arg
..a ,i . . . . _ - - , , ,
AtEn: Gaye AZ'ln klartwig .
Frantier Ins Co in Rehabilitation
P0 Bax 8000
'
Rock Hill, NY 32775
RE: Surety Bond Nv.: 5D04102099
Valley Pines; Project Nv. F1737
Ms. Hartwig,
We have been in contact with Ha1n Engineering abaut submitting #he mylarsl record dravings on the
Valley Fines Project. Dnee tbese have taeen received aiad reviewed we will be atale ta accept this pro}ect
as camplefe and I w711 be notifying yau with a Ietter of acceptatace.
Thank you for yaur patience on this znatter. Rodney D. Pegrariz
Deuelopment InspeGtor
Gity of Spokane Valley
Cc: Departzn.ent of Public Warks - project file
• ~51
- a J
~z
CITI' OF
~ ~
S k~ane
p
Va.lle
Y 11707 E Sprague Ave Suite 106 ♦ Spokane Valley WA 99206
509.921.1000 ♦ Fax: 509.921.1008 1 cityhalt@spokanevalley.org
December 12, 2005 ~
Chester T. Lackey, S.P.O.A.
900 Dupont Street
Bellingham, WA 98225
Re: Valley Pines Subdivision (PE-1737)
'
Construction Certification and Surety
Mr. Lackey,
I received your letter sent on November 28, 2005. I appreciate your cooperation in
working with the City to resolve all outstanding issues.
The City's Construction Certification process requires a Certification Package and
Record Drawings to be submitted by a licensed Civil Engineer for review and approval
prior to the release of any sureties held by the City. The certification package must
include ali testing information, correspondence, inspection reports, etc. in order to ensure
the project was constructed following the appropriate standards for construction (See
enclosed documents). Since the applicant did not complete all required items prior to
fmal plat, he was required to post a surety in the amount of the full construction
improvement quantities. This surety covers all construction associated with the streets
and drainage systems.
At this time the City has not received any certification for this project. The last
cornespondence received from Mr. Hahn was a letter dated Mazch 1, 2004 addressed to
Mr. Cameron detailing outstanding construction punchlist items. This punchlist may need
to be revised depending on the current state of the improvements since nearly two years
have past from the date of the last inspection. The City is aware of several additional
deficiencies of the drainage system the will need to be conected. All deficiencies shall be
constructed according to the approved plans on file at the City of Spokane Valley. We
request that your client submit a proposal for completing the outstanding construction,
inspection, and certification items. The proposal should include a detailed schedule for
~ completing the work as saon as practicable.
For your reference, I have enclosed letters of correspondence detailing outstanding items
and the construction certification and surety processes.
~ . ~ - - - Page I of 2
,
Sandra Raskell
Fram: IVeiI Kers#en
5ent: Thursday, December 01, ZDflS 11.16 AM
To: 5andra 'Raskell
Cc: Jahn Hohman
Subject: FW. Valley Pines (PE-1737)
Not sure yau go this. Loaks like we got a goad response. l.et me know how it goes.
Nei I
From: Sue Golman
Sent: Thursday, [7ecgmber 01, 2005 10:51 AM
Ta. Neil Kersten
5ubject. FW: valley Pines (PE-1737)
.S'ue C~UCma1Z
Acfmz nistrative Assistant
city af Spakane waffey
11707 E. SpragueAvenue
Spokane VrxCCey, `fN,A 99206
Phone: 509-688-0180
~F'~: 5(]9- 688-[?T 94
sQOlman OsDokanevallev org
•`The Arfference between rn'di7ta;P`y 8r ex°t'l'Q.ordirt.Gtr'y, rs thQi Irttle Ext'r, Q."
Frarn: Chet Lackey [rnailto:ctl@belcherswansorr.aorn]
Sent: Manday, Navember 28, 2005 4:29 PM
To: 5ue Gfllman
5ubject: Valley Prnes (PE-1737)
Ms. 5andra Raskeli, P. E.
Please see attached fetter with regard to the ahove referenced matter
❑iana Brackinreed
Assistant fo Chester 7 Lackey
CHESTER T. LACKEY
Belcher, Swansan, Laclcey, Doran,
Levvis & Robertson, P.L.L.C.
900 DupQnt Street
Bellingharn, WA 98225-3105
1211212005
' ~ - Page 2 vf 2
~ (360) 734-5390
(360) 671-0753 - fax
12tL 2taQ05
=z
Noverr►ber 28, 2005
Sandra Raskell, P.E.
DeVelopment Engineer Gity of Spakane Valley
11707 E. Spra.gue Avenue, Suite 146
Spokane Valley, WA 99206
EmaiL: catvhallasDokanevallev.org
Re: Valley Pines (PE-1737)
Constructian Defaralt -
Dear Ms. Raskell:
Lee Cameron has asked me to respand to your letter af Nawember 14, 2005, canceming
the Va11ey Pines project. Lee Cameron has asked me to take whatever steps are
necessary to resolve this matter.
The last prcaject extension was granted in February o£ 2000. It required that the praject be
developed pursuant ta the 1999 Spvkane County Develapment Standards. T asswne we
will he completing this prvjeCt based upan the standards that were in effect at the time of
its apprQval.
Trie swales were all constr-ucked, inspected, and based on the inspection, rec4nstructed
and seeded. At that tirne they satis~'ied all Spakane County standards. The lvts vvere
subsequently sold to a general contra.ctar wh4 canstructed homes ar►d has since sold al1 of
the hnmes.
It is not clear tv zne that any of tYus work within the swales was covered by the bond. Mr.
Camervn has, nonethetess, asked me to work with the cvntractor and homeowners to see
if we can reach a solution that is aGceptahle to a1L of the parties, and also brings the plat
into canfarmance with standaa'ds acceptable to the City. I atn xesearching the subd3visiern
covenants and various agreements wiih the harne builder and will ca11 yQU with my
thoughts an how best tv appraach the issue.
.
Sandra Raskell, P.E.
Re: Valley Pines (PE-1737)
November 28, 2005
Page 2
Please send me a copy of your construction certification package and let me know what
components are missing. The last time I talked to Randy Hahn of Hahn Engineering, he
was of the understanding that all written submissions have been made. If there are
omissions, please let me know and I will conect that deficiency promptly.
I would also appreciate it if you would send me copies of your records relating to prior
inspections.
When I have had a chance to contact Randy Hahn and have completed my review of the
documents, I will get you a more comprehensive response.
V ery truly yours,
CHESTER T. LACKEY
CTL:db
N•\WP\CTL\CLIIINZ'S\CAMEROIdU.E1TERS\SR - 112305 doc
a~
~
SPZne~
Val.le ' ~
y 11707 E Sprague Ave Suite 106 ♦ Spokane Valley WA 99206
509.921.1000 ♦ Fax: 509.921.1008 # cityhall@spokanevalley.org
November 14, 2005 Nickolas and Mazgazet Janssen William & Jacquelyn Jacobs
165 Bouquet Canyon Drive 110-110lh Avenue NE, #440
Palm Desert, CA 92211 Bellevue, WA 98004
Lee and Mary Lou Cameron Chester T. Lackey, S.P.O.A.
2915 Horsehead Bay Dr. NW 900 Dupont Street
Gig Harbor, WA 98335 Bellingham, WA 98225
RE: Valley Pines (PE-1737) '
Construction Default
To Whom It May Concern:
On July 8, 2005 a letter was addressed to Mr. Cameron indicating outstanding items and
concerns for the construetion completion of the Valley Pines Subdivision (PE-1737). As
of October l, 2005 Spokane Valley did not receive any contact from you or any of your
agents in response to our request. At this time your project is currently in default per
Section 10.01 (lc.) of the 2001 Spokane County Road and Sewer Standards. Attached to
this letter is a punchlist of all outstanding items.
If the City does not receive an acceptable response within 14 days of receipt of this letter,
we will contact Frontier Insuraoce and request them to complete all punchlist items.
Once the punchlist items are complete and acceptable to the City, a warranty surety shall
be posted for 2 years.
If you have, any further questions please contact me via email at
sraskell@spokanevalley.org or by phone at (509) 688-0174.
Since~rely,
,
Sandra Raskell, P.E.
Development Engineer
cc: Frontier Insurance - Bonding Company
Randy I-Iahn, P.E. - Hahn Engineering
ppp-
~
~
Valley Pines Subdivision PE-1737
Swale Items
Swale I Location ~ Improvements
A1 ILots 24 & 25 Perrine Road IGrade side slopes to 3.1, re-qrade bottom, and seed
A2 ILots 26 & 27, Perrine Road IRe-qrade bottom and seed
A3 Lot 28, SW corner of 12th Ave and Perrine Road IRelocate drywell qrate elevation to 6" above prass
un-named Lot 28, 12th Ave I
B1 Lot 1, SE corner of 12th Ave and Perrine Road IRe-grade bottom and seed
C1 Lot 19, SE Corner of 13th Ave and Perrine Road IReplace cracked inlet
C2 ILots 18 8 19, 13th Ave I
C3 ILot 18, SW corner of 13th Ave and Robie Court IRelocate drywell grate elevation to 6" above grass
D1 ILot 6& 5, 13th Ave across from Swale CZ IFinish construction of swale
D2 Lot 3& 2,13th Ave I remove weeds replace with seed and install inlet
E1 Lot 11, SE corner of 13th Ave and Robie Court INo Improvements needed
E2 ~ Lots 11 & 10, 13th Ave ~ Re-grade bottom and seed
Re-grade bottom, seed, relocate drywell grate elevation is 6" above
E3 Lot 10, SW corner of 13th Ave and Whipple Road grass, and clean inlet.
F1 Lot 3& 4, Whipple Road I Re-grade bottom and relocate drywell grate elevation to 6" above qrass
I G1 Lot 1, SE corner of 12th Ave and Whipple Road IRe-qrade bottom and grade side slopes to 3:1
H1 ILot 1, SW corner of 12th Ave and Whipple Road IRelocate drvwell prate elevation to 6" above grass
J1 I Lot 2& 3, 12th Avenue I Relocate drvwell qrate elevation to 6" above grass
ILot 5, Block 2 lWasted Excavation in swale, remove and repair swale
Other Construction Items
lLocation lImprovements
ICorner of 13th Avenue and Perrine Road IRelocate street sign to appropriate MUTCD placement ISoutheast corner of 13th & Perrine Road ICracked inlet apron - Replace
11311 S. Perrine Road ICracked & broken curbs 8 driveways - Replace
ILot 26, Block 1 ~Dump site - Clean up
IMultiple ~Swale design changes without plan approval - Submit plans for approval
I Intersection Whipple and 12th Avenue ~Multiple cracks and chips in curb, gutter, and sidewalk - Replace
ILots 3 & 4, Whipple Road IBroken curb and cracked areas - Replace
IProiect IConstruction Certification Packape
~ 11212 S. Pernne (and adiacent neiqhbor) IComplaint of concrete chunks in swale bottom - Remove and repair swale
~ ~ Page 1 0f 2
MerrFjean Gadd
From: Sandra Raske9l
5ent: Tuesday, November 08, 2005 11:00 AM
To: Neil Kersten, ,fohn Hohman
Gc: Mifce Connelly
Subject: RE: Ilmlow
Attachments: PE-7 737 Valfey Pines letter to Lee Camerara 7 fl-3 D-D5.doc; 8wale Improvernen#s.xis
TPrdckiClg: Recipient Read
h1eil Kersten
]ahn Hvhman REad. 1118]2005 2:07 Pki
MiEce Cnnnefly Read: 11J8/2005 11:45 AM
Here is an updated letter to send to tYte affected parties and a punchlist of items to comp[ete.
-----Original Message-----
Frorn: Neil Kersten
5ent: Monday, November 07, 2005 3:{}9 PNt
Tv: Sandra Raskell; ]oFan Hohman
Cc: Mike Connelly
Suhject: RE: lfalley Pines Sutdivi5ian
The letter should 6e to TZ & T, Ll.C and sent to all the principals ncemed in the l..LC. Make it
certified delivery and give him 14 days to respond after receipf ot deliaery or then we will notifiy
his bonding campany that he is in defnult and will reyues# the banding cnmpany frnish the work.
Send a cc. to the bonding compariy. The letter needs to be a natice of default and state that he
failed to complete the praject. Was there a specific dai'e that he shQufd have completed the
work? Two years from plarr acceptance?? Inelude a list of the uuork to be campleted.
I would change the Insurance letter to reflect the pracess ubgve. It should not go out untdl after
the 14 days. We don't want to "draw on the perFormance bond". We need to tell the surety that as
reqwred in the bond, they need to finis'h the requirements 4f the project and ottach the Iist.
Nei!
Fronn: Sandra Raskel6
Sent: Friday, Navember 0.4, 2005 1:39 PM
To: ]ohn Hohman; Neil Kersten
5ubject: Valley Pines Su'bciivisivn
These are the fe#ters I inifially intended to send out (with Mike's suggested changes). Before I did, Mike
infarmed me we shauid frnd out the specific draw amoun4 R have not figured aut this amount as it is
swale repair and we dan't have all the informatian avadable {i.e. What is currently built and ►n+hat is
requiced specifically}. This wouid require survey data, CAp wnrk, etc
Let me knouv haw you would like me to proceed Thanks,
i 1prs/2v0s
w
Page 2 Uf 2
Salldra RaS![ell,, P.E.
Development Engineer
City of 5pokane Valley
91707 East Sprague Avenue
5pokane lAalley, WA 99206
Phane. (509) 588-0174
Fax {509) 921-10{]8
] 111 6f2OQS
` Page l af 1
Mecrijean Gadri
From: Sandra Raskekl
5ent: Fnday, Nvvember 04, 2005 4.24 PM
Ta: Jahn Hohman
Subject:
Tr'acking: Recipient Read
]rahn Hohman Read: f 11712Oa5 7:38 Ah7
i'think the cost estimate and review by Neif is the only issue left_
-----Original Message-----
Fmm: John Hohman
SenC: Friday, November 04, 2005 3:01 PM
To: Sandr-a Raskell
Su6ject: RE: Valley Pines & 5hawna Gonzales Lett+er
Let rne knnw if the changes are nat correct. I'm not sure is Mike is done or not. Did he have anything else
to say ar is the cost estimate his anly issue?
-----Originaf Message-----
From: Sandra Raskell
Sent: Friday, Navemter 04, 2005 1:12 PM
To: 3ohn Hohman
Subject: Valley Pines & Shawrna Gvnxales Let#er
John,
Please revie►rv the attached letter 5hawn has requested a written update nf the sfatus of the
repairs to the swales
Thanks,
Sandra Raskell, P.E.
Development Engineer
Ci#y of Spokane VaEley
11707 East Sprague Avertue
5pakane Valley, WA 99206
Phone (509) 6$8-0974
Fax (509) 921-1[](}8
1111612U05
Page 1 of I
Merrijean Gadd
Frnm: John Hohman
Sent: Fnday, Navember 04, 2005 3-01 PM
To: Sandra Raskelf
Subjeet: RE' Valley Pines & Shawna Gonzales Letter
Attachments- Le# me kraow if the changes are rsoQ correct. I'm nat sure is Mike is dorae ar no#. ❑id he have anytlZing efse to say
or is the r.ost estimate his an9y issue?
-----Drigina6 Message-----
Frvm: 5andra Raskefl
5ent: Friday, 1Vnvember D4, 2005 1:12 PM
Ta: Jahn Hohman •
Subject: Valley Pines & Shawna Gvnzales Letter
John,
Please review the attached letter. 5hawrr has requested a written update of the status of the repairs to
the swales
Than'ks,
Sandra ftaskell. P.E.
Development Engineer
City vf S,pokane Valley
11707 East Sprague AVenue
5pokane Valley, WA 99206
Phone: (509) 688-[]174
Fax (509) 921-1008
7 l1Y 612005
-
~ Page 1 of 1
. , ,
RAerrijean Gadd
From: 5andra Raskell
Sent: Friday, Navember 04, 2005 1 39 PM
7o: John Hohman, Neil Kersten
5ubject: Valley Pines Subdivision
Attachments: _ LOWEI r to Frantier Ins 10-10-05.doc, PE-1737 Va!!ey Pines 1etter to Hahn
Eng 10-10-05.doc, PE-1737 Valley Pines Ietter ta Lee Camer❑n 1 Q-10-05 doc
TPaCking: Recwpient Read
)vhn Hvhman Read: 1114J20p5 2:48 PM
Nesl Kersten
These are the letters I imtiaily mtended to send aut twith Mike's suggested changes}. Before I did, Mike informed
me we should find aut the speGific draw amaunt. I have not figured out this amaunt as it is swale repair and we
don't have all the informatian available (i.e what is currently built and what is required specifically) ThlS 1NQU1d
require survey data, CAQ work, etc
Let me know how you would [ike me ta prflceed.
Tharaks,
Sandra Raskell, P.E. -
Qevelopment Engineer _
Crty af Spo'kane Valley -
11707 East Sprague Auenue
5pakarae Valiey, WA 99206
Phane- (509) 688-(}174
' Fax: (509) 921-10(]8
,
1111 6f2U05
. •
s -
~
q4h0*%
~i~.rl~
[
~
Valley 11707 E 5prague Ave 5uite 106 ♦ Spakane Valley WA 99206
509.921.1000 ♦ Fax: 509.921.1008 ♦ cityhall@spakarreva[ley.org
Navember 7, 2005
Lee Cameron
29I5 Hvrsehead 8ay Dr. NW
Gig Harbor, WA 9$335
RE: Valley Pines Subdivisinn Street and Drainage ImpYavemertts (PE-1737)
Dear Mr. Cameron;
On July 8, 2045 I sent aletter addressed to yau indicating outstar►ding items on Va11ey
Pines. As of Octvber 1, 2005 Spokane Valley did nat receive any cvnta.ct from you or
any of your agents in resgonse to aur request. At this time we will cvntact Frontier
Insurance Cvmpany and notify them af aur intent to draw an yvur Perfonmance Bond.
We vvfll alsv he cantacting Randy Hahn, Hahr► Engirieering, ta obtain the latest punchlist
and construction certification for outstanding canstruction items.
C]nce the City receives the punchlist and construction certificatian, we yaill draw on the
surety funds to compTete all autstanding items ta nur satisfaction.
If you have, ar►y further questivns please contact me via ernail at
sra.skell@spokanevalley.urg or (509) 688-0174.
Sincerely,
5andra Raskell, P.E.
Development Engineer
cc: Randy Hahn, P.E., Hahn Engineering, 605 E. HaLland Ave, Spokarie, WA 99218
Y3epartment of Fublic VVorlcs - I)c:velopment Praject File
~ -
~
-S i OoKane
..;0OValley 11707 E 5prague Ave 5uite lftii i Spakane Val[ey WA 99206
509.921.1000 + Fac: 509.421.1008 ♦ cityhall@spokanevaLfey-arg
Navernber 7, 2405
Frontier Tnsurance Company
Sureeiy Dirrision
10 1 W. Broadway, #700
San Diega, CA 92101
RE: Valley Pines Suhdivision Street and Drainage Tmprovements (PE-1737)
Bnnd #5D00102099
To Whom It May Coneern:
pn July 8, 2005 T sent a letter addre5sed to Lee Camervn indacating outstanding items on
the Valley Pines Subdivisian lacated in Spvkane Valley, WA (See attached letter). As vf
[]ctober 1, 2005 Spokane Valley did not receiue any contact frvm Mr. Cameron vr any of
his agents in respnnse to our request. The City of Spokane Va11ey, the legal successor to
Spnkane County since the incarporatian date of March 31, 2003, intends to draw vn the
Ferf'vrmance Band in the immediate fufure. Please contact rne if there are aaiy issues or
concerns that would prevent this withdraw.
Tbe Citry is in the process o£ detez•mining a11 autstanding items to be cornpleted to finalize
tlais projeet. Once this amvunt is determined to cvmplete the items, the City wilI inform
yvur camgany of the draw arnount.
Tf yvu haWe, any further questicrns please contact me via ernail at
sraskell@spokanevAey.org ar (509) 688-0174.
SinGerely,
Sandra Raskell, P.E.
Development Engineer
cc: Lee Cameran - Developer
Randy Hahn, P.E., Hahn Engineering, 505 E. Holland Ave, Spokane, WA 9921$
T3epartment af Public Warks - Developrnent Praject FiPe
~
Sc'n611&ne
p Valley 11707 E Sprague AVe Suite 106 ♦ Spokane Val[ey WA 99206
509.921.1000 ♦ Fax: 509.927.1008 ♦ cityhalL@spvkanevalley.arg
~ .
November 79 20U5 Randy Hahn, P.E.
Hahn Engineering
605 E. Holland AVenue
Spokane, WA 49218
RE: Va11ey Pines Subdivision 5treet and Da-ainage Tmpravements (PE-1737)
Qutatanding Items
Randy, As the Professional Engineer for tlae Valley Pines Subdidisivn, please subrn.it to the City
al.l vutstanding cQnstructivn ptanchlist items and any construction Gertif cation dacurrients
to be completed ta finaZize the canstruction of the street and drainage impravernents. The
City is currently in the process of drawing Qn xhe surety hond 'ua order ta complete this
project.
If yvu have, any further questions please cantact me via exuail at
sraskell@spokanevalley.org or (509) 688-[]174.
5incerely,
Sandra Raskell, P.E.
Develapment Engineer
cc: Lee Carneron - Developer
L]epartment af Puhlic Works - Developrnent Project File
~ . ► Page 1 af I
Merrijean Cadd
Frorn; 5andra Raskell
Sent; Fnday, November 04, 2005 1 12 PM
To: Jnhn Hahman
Subject: Valley Pines & Shawna Gonzales Letter
Attachrnen nes Iekterta Shawna Gonzafes 11-0-05.doc
Tracking: Recipient Read
]ohn Hohman Read: 11/4,12(1[}5 1:37 PM
John, .
Please review the attached letter. Shawn has requesteci a wntken update af the status af the repairs ta the
svaales.
Thanks,
• Sandra Ftaskell, P.E.
Development Engirreer
City of Spakane Walley
11707 East Sprague Avenue
5pokane Valley, WA 99206
Phane` [509] 688-0174
Fax: (509) 921-1008
1 rllbl2Q0S
061&ne
~ ,,;0OValley 91707 E 5prague Ave 5uite 106 ♦ 5pakame Wal[ey WA 99205
509.921.1000 ♦ Fax: 509.921.9008 ! cityhatl@spokaneVa[ley.org
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November 4, 2005
Shawna Gonzales
1205 N. Perrfine
Spakane Va1'ley, WA 99206
Re: Valley P'ines Subdivision (PE-1737)
Prvject Update
Shawna,
Thanlc you fnr yvur inquiry an the status af the repairs to the swales found in the Va11ey
Pines Subdivisican. At this tirns the City is working towards resalving this issue. By
craordiriacing with the apprvgriate departments and affected parties tQ resolve rhe issue in
a tianely and prages fashion.
If yvu have any questions, please ccantact me at 688-0174.
Sincerely,
Sandra Raskell, P.E.
Develapment Engineer
cc: Department of PuhIic Warks - T7evelapment T'roject File
_ Page 1 ❑f 1
~ •
Merrijean Gadd
Frvm: Afysa Wiyrick
5ent: Wednesday, November 42, 2005 9 24 AM
Ta: Sandra Raskeli
5ubject: I! • i s 5 ale I mrove enW
Attachre3ents; 5wafe Improvements.xfs
S,
Here is a draft af the Valley Pines Swales improrrements.
Thanks,
Alysa Wiyrick
Assis#ant Development Engineer
City of Spokane llalley
11707 E Sprague Ave Ste 106
5pokane VaEley, WA 99206
(5[]9) 688-0228
[509] 921-1008 Fax .
avaivrickC7a.sookanevsllev org
(CQnter►fs of th►s emarl and any reply are su6ject to publrc d►sclosure. )
.
111'412Q05
~
Valley Pines 5ubdivisian PE-1737
Swafe Imprvvernents
Swale iLvcation
A'C Lots 24 & 25 Perrine Raad
A2 Lots 26 & 27, Perrine R❑ad
►43 Lot 28, SVlI carner mf 12th Ave and Perrir~e Road
un-named Lot 28, 1 2th Ave
B1 Lot 1, SE comer vf 12th Ave and Perrine Rvad
Ci Lot 19, SE Corner of 13th Ave and F'errine Road
C2 Lots 'C 8& 19, 13th Ave
C3 Lot 1$, SW corner flf 13th AVe and Rvbie Court
D1 Lot 6&5, 13th AVe acrvss from 5wale C2
D2 Lot 3 & 2, 13th Ave
E1 Lot 11, SE carner of 13th Ave and Rgbie Court
E2 Lots 11 & 10, 13th AVe
E3 Lot 10, SW corner vf 13th Ave and Whipple Roai
F1 Lot 3& 4, '4Nhipple Road
Gl Lot 1, SE cvrner af 12th Ave and VVhipple Rvad
H1 Lot 1, SW corner af 12th Ave and Whipple Rvad
J1 Lot 2& 3, 12th Avenue
r
Impf'oYe1'1'1@flt's
G fade SVde SeppLS to 3:1, re-g rade battom, and seed
InstalP dnywelf, re-grade bottom and seed
Relvcate drywell grate elevation to fi'° above grass
Re=grade bottam and seed
Install drywell and replace cracked inlet
1nsta9l drywe'll
Relocate drywell grate elevation tv 6" abvde grass
FinisFr r.onstruction of swale including insta9lation of drywefl
remove weeds replace wi#h seed and install inlet
Nv Impeovemenfs needed
Re-grade bo#tam and seed
Re=grade bottam, seed, relocate drywell grate elevation is 6" abvve grass, and clean inlet.
Re-grade battorn and relocate drylnrell grate elevation to 6" above grass
Re-grade bvttam and grade side sfvpes tv 3:1
Relocate drywell grate elevation ta 6" abave grass
Ref❑cate drywell grate elevation tv 5" abave grass
~
NoteS
No dryweli on origiraal plans
No dryweli ❑n origiraal plans
No drywelC ❑n original p1'ans
Nv drywell on original pyans
No drywell on original plans
No drywell on original plans
Page I of 1
IVlerrijean Gadd
Erom: Jahn Ho'hman
Sen#: 1Vlonday, Noaember 14, 2005 9:17 AM
Ta: Sandra Raskell, Ned Kersten
5ubjee . . [t
Dk
-----C)riginaf Message-----
From: Sandra Raskell
Selit: MOrldz7yr IVOYember 14, 2005 9:05 AM
Tn: ]ohn Hahman; Neil Kersben
Su6ject: Valley Pines Letker nf Defauit
Jahn and Heil,
Here is #he updated letter referencing the standards. Rlease fet me know of any changes.
Thanks,
Sandra Rask+ell~ P.E.
Developrnen# Engineer
City of Spokane VaEley
11707 East Sprague Avenue
5pokane Vapey, WA 99206
Phcane: (509) 688-0174
Fax (509) 921-1008
1 T11512005
Page 1 of 2
Merrijean Gadd
From: Neil Kersten
Sent: Tuesday, NovembeE 08, 2005 1: 15 PM
To: 5andra Raskell; Jahn Nohman
iCc: Mike Connelly "04.
Subject:
The le#ter needs t❑ refererste the spetifit dates r+equired for eampletian in vrder to say they ar) in
defnuIt.
Fram: 5andra Raskell
Sent: Ti uesday, Novernber OB, 2005 11:00 AM
To: Neil Kerstero; lohn Hahman
Cc: Mike +Cannelly
5ubyect: RE: Valley Pines 5ubdiVision
Fiere is an updated letter to send to the affected parkies and a punchlist of iterns fa complete.
e--FOriginal Message_____
Fram: EVeil Kersten
5ent: Monday, November 47, 2005 3:09 PM
Tv: Sandra Etaskell; ]ohn FCohman
Cc: Mike C.onnelly
Subject: RE: Valley Pines Subdivis9vn
The letter should be to TZ & T, Ll.C and sent to all the priescipals nnme,d irr the LLC. Make it
certafied delivery and give h i m 14 dc:ys to respond after receipt of defirrery ar then we wi ll notify
his bonding campany that he is in def4ult and wilI request the bontiing ccsmpany $onish #he work.
Send nce. to the bonding cornpany. The fei'ter needs to be a notice af default and state fihat he
failed to camplete the prajest. Was there a specific date that he shvuld have campleted the
work? Two years frnm plan acceptance?? Include a list af the wark to be completed.
I would change the Insurance letter to reffect the process above. It shvu9d not go nut until after
the 14 days. We dor't want to "draw on the perfarmance bond". 1Me need to tefl fhe surety that os
required in the hand, they need to #inish the requirements of the projee# and attach fhe list.
Neil
Fram: 5andra Fiaskell
5ent: Friday. November 04, ZOUS 1:39 PM
Ta, John 'Hohman; Nei1 Kersten
5ubject: Vafley Pines 5ubdivision
TFiese are the letters I iroi#ially intended to send vut (wi#h Mike's suggested cFaanges) Before I did, Mike
inforrned me we should flnd out the specific draw amaunt_ I haree not figured out this amount as rt is
swa9e repair and we don't have alE the infcarmatian avarla4le (u.e what is currently built and what us
required specifically) This wauEd require survey dafa, GAa work, etc.
1 1l15i2005
, Page 2 af 2
Let rne kn❑w how you woukd like me to praceed.
Thanks,
Saildra RaSkell, R.E.
oeuelopmerst Engineer
City of Spcrkane Val[ey
11707 East Sprague Avenue
Spokane llal[ey, V3JA 99206
Phone: (509) 688-01 74
Fax: (509) 921-1008
r 1JL512005
Page I of r
Merrijean Gadd
Frnm: Neil Kersten
Sent: Monday, NoVember 07, 2005 3•09 PM
To: Sandra Raskell; Jahn Hohman
Cc: Mike Connelly
SL4bjeCt: R I`7 3 7
The letter should '6e to TZ & T, [..L.C and sent to all the prinGipnls named in the LLC. Makeitcertified
defivery and give him 14 doys to respnnd after receipt of defnrery ar then we will notifyr his bnnding
cmmpany thst he is in defnult nnd will re,quest the bondrng compcviy finish the work. Send a cC. to t}ae
4onding cors►pany. The fetTer needs to he a natice af default arad stnte that he failed to tomplete the
prv ject. lhlas There a speeific date that he shauld have complefied the work? Two years from plan
atceptunce?? Include u list of the work to be completed.
I wocald change the Insurnnce letter to reflect #fte pracess above. It shnuld not go out until after the 14
dnys. We don'twant to 'draw on the p€:rformance bond°. We need to fell the surety that as required in
the 'band, they need to finish the requiremerrts af the project and attrnch the 'list.
Nei I •
Fnom: 5andra RaSkell
5ent: Friday, NDVember 04, 2005 1:39 PM
To: ]ohn Hahman; Nei! Kersten
5ubject: Valley Pines Subdivision
These are the fetters I initially intended' to send nut (with Mike's suggested changes) Before I did, Mike inf+ormed
me we should find ouf the specific draw amount. 1 have not figured nut this amount as it is sv►+ale repair and we
dan't have all the in'formation available (i.e what is currentPy built arrd what is required specifically). This would
require survey data, CAD work, etc.
Let me know haw you v►+auld like me to proceed.
Thanks,
Sand'ra Raskell, P.E.
Qeve[opment Engineer
City af 5pokane Valley
11707 East 5prague Arrerrue
Spakane llalfey, WA 99205
Phane (509) 6$8-0174
Fax: (509) 921-1 008
1 t11512065
Page l of 1
~r.
#0' -
Merrijean Gadd .
From: 5andra RaSkelE
5ent: Wednesciay, October 45„ 2005 4:34 PM
Ta: Mike Connelly
Cc: .Dohn H4hman
5ubject; Valley Pines Letfer af Credit Cash In
Attachrnerrt,s: -173t ` ile :irve -,orrst Fan req ~st 7.B-Da~5?do c
TraCklng: Retlp3ent Read
Mike C.onnelly Read; 101512005 5,19 PM
John Hohman Read: 10J6/2005 11-02 AM
MikB,
Valley Pines (REe1737) was a Plat started in Spokane County (2000) At this tirne the street improverrients are
still incomplete The City has receided numerous oomplaints abaut the incomplete work within this
neighborhvod. Cln Ju1y 8, 2005 I sent a letter ta the developer and engineenng addressing the City's concems
(see attached). Their deadline has corne and gone. I will be sending a lefter to the Engineer for the latest
punchlist ar►d explaining we wfll be drauving an the sursty along with a Ietter to fhe bank outlining the moomplete
iterris and drawing on the surety. is there any#hing else ] need ta do for tltiis process?
Thanks,
Sandra Raskell, P.E.
Developrnent Engineer
City af Spcrkane Valley
11707 East 5prague Avenue
5pokane Valley, WA 99206
Phone. (509) 688-0174
Fax. (509) 921-1008
1017'I2OaS
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Viadley 11707 E 5pr'ague Awe 5uite 106 ♦ 5pvkane Va[ley WA 94206
49;00 509.421.10OU f Fax: 509.921.1008 f eitJrttiaiE@spakaneval[ey,org
Jllly 8, 2005
Lee Cameron
2915 Iiorsehead Bay Dr. N'W
Gig Harbar, WA 98335
RE: Valley Pines 5ubdivisian S#reet and Drainage Improvements {PE-1737}
I)ear 1VIr. Cariaeron;
This letter is in respanse to several citizen complaints received by the Public Warks
Development Engineering Divisian regardirag stxeet arid drainage irinpTovements within
Valley Pines Subdidisinn (PE-173 7).
At this time, the City of Spakane Va11ey kalds a surety bn the amaunt of $286,5[]0 for the
cost of construction improvements not campleted ta date. This surety has been in effect
sinGe (]ctober 2000. You have rnade several past attempts at campleting this project but
no actiwity has been observed since ear1y 2004. At this time we are requesting xhat yara
complete a11 oufistanding construction items far this plat as soon as possible. These items
include street and drainage canstruction, subrnit fvr apprvval a construction certification
package incPuding Recvrd DrawFings, and tv cvmplete a final waPk-thmugh itspection
with no outstainding punchlisfi iterns. In the euent these items are not cDmpleied by
Dctober 1, 2005, the City may be forced tv draw on the surety to complete the required
i mprovernents.
Tf yau have, any f-urther questions please cantact me via ernail at
sraskell,u7spakanevalTey.Qrg or (509) 688-[}174.
Sincerely,
Sandra Rasskell, A.E.
T]evelaprnent Engineer
cc: Randy Ha.hn, k'.E., Hahn Engineering, 605 E. Hvlland Ave, Spokane, WA 99218
i]epartment of Public Works -Develnpment Project Fale
Hahn Engineering, Inc. Prvfessiarzal Erzgineers and Land Surveyors
NartTrpointe C7ffice Bui[dmg
605 E. ,FFo[hnd Avenue • 5uite 112
5pohrrrze, YVashtragtan 99218
Marcn L, 2004 r$09s ¢67-1550
FAx (509) 467-8189
NfiT. Lf:e C&mBtot1 ,
2915 Horsehead Bay I]r. NW
Gig Harbor, WA 98335 1Re: Vailey Panes _
-aur Frre rvo. 00-183-2
~ear Lee:
0n February 24, 2404, 1 met witb Mr. lahn Hohman, City of 5pakane Valley~~ng'rneer, to
discuss ~inaI ac~pfiance vf: 13~` AWenue, I~abie Gaurt, Perrine Road and 12 Avenue. Zt was
brcaught to my attention that several iteans were still outstanding before a ufinai Walk thrvugh"
_ cauld be scheduled and subsequently final accegtannce. W. HQhman aske.d that I complete-any
walk through and note any and a11 iterns Tfel# needed to be addressed prior to scheduling with the
city. The follvwing is aUst of items deemed sti11 un-c,omplete ar unacceptable at this time:
•ReVlace f the sbreet sign at the comer af T 3"H Avenue and Perrine Road
,~i or~,_
• Cracked inlet apron at the sout.k►east corner af 13Tff Awenue and P"errine Road, repa3r and
ar replace
■ Cracked vr broken cubs at the fvllovving iocatians, (appears to h,ave been caused by
heavy t.ruck traffic frmm hvme canstnuction vr recent street repairs), saw-cut out beiween
expansian jvints and replace:
1311 Perrine Road - dride way to hame
1311 Perrine Raad - drnveway to garage c,
Lot 26, BlQCk 1- front, looks to be dump site for recent repaars
• Side slopes are too steep at recently repaired svvale at 1308 Ferrine Raad, Hvrne builder -
has pushed landscaping f 11 into swale and steepened sout.h side slvpe, reshape side slape
to meet apprvwed design.
• Side slvpe too steep vf swa1e at Lat SBlack 2, home contractvr has wasted excaVatiora
material near north side 4f swa1e and encroached inta bvttom area, rernove excess waste
rnateriW, restape and reseed swale side slope.
+ Slape back area directly behind newly cvnstructed asphalt curb a1vng 12THAvenue to 3:1
or flatter, homeawner to reseed.
cameran fEmcwa& chmgh.Fet
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t6114/2603 15.55 4678189, - HAHN ENGINEERIF'r-, PRGE 62
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Hahn Engineering, Inc. Frofessionrzi Eng-frreers and Larad SurveyQrs
' Nvrthpvtnte C7Jfice Build:rrg
605 E. Nollrtnd Avenue a Sierte 112
5psktind, V1fa5hirxgtvn 99219
(509) 467-1550
May 14,2001 FAx (509) 467-81$9
Mr. Dick Thiet
~~~~~~1Fr~V
~y~ City Eaagiz~eer . I
City af Spokarrte Valley - ,DlI7'E
11707 E. Sprague Ave., Ste. 106
~ .
Spokane Valley,WA 992i}6 . ,
•aW EMNM
Re: Valley Pi'nes Subdivision
Our File N0. 00-1$7 2
Dear Dick:
PuusUant to our an-site meeting an May 13, 2(]03, with respect to the, above-referenced prvj+ect, I
haUe since contacted two of the landowners of which both do nat vvish ta pemit use vf a .
temporaty c+anstructian easemeni to canstruct the concrete curbs along the frontage oFthe prvperty_ I haue not been ahle to znake cantact with the tkxxrd landvwner as of this date.
As we discussed, project on'ginalty did not requite cuxbs or sidcwalks along that portaon vf
12th AVe. tkat was not fxonted by the p3at. T'he original design reguired #wo (2) 100' aspha]t
tappers tv mesh the proposed raad wideni.zzg to the eacisting asphait edge. In tasozy, this appears
feasi6le, but once yau revieu+ it in the fieZd, it left a small travel sectaon that was not nnly
unattzactive, but cauld be of a safety assue_
VVe gropose fa pave the full widtFt of 12th Ave. from the edge of existing asphalt to the edge af
$utter which leaves a nice clean edgs for a,2l tandvwners and future installataon of cornbiiaation
curb and gutter. As we are very anxious to begin r,onstruction, we w4uld appreciate your
cancurrence to the proposed pavement plan as shown on the attackzed exbibit sQ we can rnerve
fvrwarci.
If yau should have arzy questions vr cvmrnents5 picase dv nvt hesitate to cal1.
Hahrr EtegrnQering, fac.
ande]l G. H8.hi1, P.E
EI1G1.
CC: LeCCaA7C1lGmu, wIcnCl.
00-187-2IThrel.lts
AMI1412003 15:55 4678184 HRHN ENGINEERIwr-_ PAGE 61
Hachn Englneetlng, .1ne,
Professianal C,ivil Engineers & Land Surveyars
605 E. Hvllartd Awe., Suite 112
Spnkane,WA 99218
509-467-1550
Fat 509-467-$I89
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To: Dick Mi4 ftoam: Randyxar,n
Company: City Qf 5pv~~e. Valley CC:
Fax: 921-1008 Date: 51141'43
Pbone: 921-1{][}0 Pages: 2
Re: Va11ey Fines 5ubdavisian
❑ Urgent P1 Frar Reriew ❑ Please Camment Please Reply 0 Please Recyele
-Comments;
Hard Copy tv foilvw via US Mail
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STA. 11 +41.77 1 2th RVE. =
STA. 6#25.00 PERRINE RD. STREET IMlRSEC
5T32EET [WERSECTfOAJ STA. 16+98.37 1
STI~. 14+83.97 12th AVENLIE 5T►~. ~t30.D[l YVF
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ui (soe M-ML- sME7 a cF a)
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IXiS71NG E,DfE OF pSPf~L4LT R~7
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PROPOSED EDCE 17F NEW A5Pi1ALT ~
co ~~v 92+00 ~ 13+ 1a+~+~ , 1 2th A~1E.1.5+oa
35+c~ s7 F~
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470
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00 - -
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',l -SVI~ALE J-1 ~ ~
~ ' SEEWS1 TE 7 ~F1 8 SEIE SFf~ 7 ~3F 8
! SWALE H-1- ~
SEE 5H~" 7 OF $ `
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PERRlNE
~ ROAp WHIPPLf
• - R OAd
OFFICE +OF T1-3-E COUNN'~"k' ENGINEER
SPOKANE CDx.]NTY, WASHINGT[]N
TC3: Jeff Fprry, Department of 8uilrlings
FRC)NI. Btll Hemrnings
iDATE. 'rhursda}+, March 16, 2000
5[TBJ~CT: B C.G resQlution #91-(]8$2 Implementatian (.Tuly 2, 1991)
Attaehed are the individual lat plans for each 1ot containing a svvale iri VALLEY PINES, plat # PE-1737.
Pdcase give the appropriate lot plan t4 the individual applying for a burldmg pern33t on the lot, so #hey can draw
their house and approach to scale an the lot We wiPl need this plan, and the coc-respond'rng $1,00[3 00 cash
surety, in the form of cash, letter aF credit, ar savings assignment, befare we can issue the appraach permit.
A1so attached are the letter of credit and sauings assigmnent farrns.
":SANIPLE LE7°1'k;Fi iJF CREDi,T" -
°`{USE BANlC LETTEItHEAD}" (BE1NK NAME
ADDRESS GiP CClT]E
PHONE # AND Cl'6'HER INFORMATIQN
FRREVOCABLE LETTER OF CREDIT
AMC7UNT $1,000.00
N0.
I3ENEFICI?s RY.
SPOKANE COUN"TY ENGI1sEERS
1026 W SR(]ADWAY
SSL/PS.l1NE' YYA 97260`01 IYl
5L]BJECT: Li3T BLOCK VAI.,LEY PINES (Plat)
PLAT# PE-1737. (Qevel[apxnent)
Gentlemen:
We hereby authoriae our irrevocable Letter oFCredit ui your fauor, and authonze yau to draw on the
(bank), a draft up to one thvusand (Dvilars) ($1,000 00} , fvr the accounc of
[de►+eloper]
The ciraft, dra wn under this Lettcr nf CredL t, cavers the assurance of co mpletion af installatio n af storn drainage, drainage swale s,
sad and ather ►vork as is incidental and related theretu an accordance with the drawmgs and specaf cations as submitted to and
approved by the Spokane Gounty Engineer's Dffice on (dace), and is to be accompanied by the falloei=ing
dacuments: wrikten request by Spakane County Engineer's C]ffice ta~ (~ank), at
the aboue ac3dress indicating non-cocnpletion of all or any of the abave irnpravements and that amaunt of maney requared to compFete
such impravements.
We hereby agree with the drawer, enclurser and bana f de holder of khas drafl, negotiated under and in carrapliance with the terms
of this eredic, that said draft shall be duly honored upon presentation at the (bank),
at any time befure eompletion of tiie ahoVe-described unprovernents ar performance, in which event writCen notice shall be given by
Spakane Cauncy to che bank. (develaper) sha11 ge respansible fqr any cvst
incurred by the caunty in excess of the amount of security
Drafts, drawn unt3er Yhis Letter of Cretiit, shall bear on their face the words
Drawn under (bsnk)
(bank address)
Credit Na I7ated
Bank Name
3y.
(authorized signar)
"AGREEMENT>,
In consideracion of the issuance of a buildmg pernut for Lot , Block ,
VA-LLEY PINES (plat) p]at # PE-1737
(nevetoper)
has deposrted $I,QOf?.00 witta Spokane County as security fvr fudl and fatthfi.►l perfarrslance by Developer respecting certain drainage
facileties and sad in accordanee with the drawings and specifications as submitted to and approued by the Spokane County Eragineers
I3ffice an
(date) 199 .
Develaper het-eby agrees fihat shvuld such drainage facIlitLes and svd nnt be conshucced in accvrdance with the approved
drawing within six mQnths Qf occupancy, Sppkane Counry may then use the securiry ta brmg ihese facilitaes and sad inio c4r►formance
, therewith L7eaelaper shall be responssble for any costs uicurred by the county m excess of the amount of security
5pakane Cnunty agrees to return ta T)eueloper any unused funds rapnn satisfactory complehon of these facilities and sod.
NAME & ADDRESS TQ BE RETURNEI} T47.
(Developer 5sgnatare)
DATE
i - -
ASSIGNMENT
For security purposes only, (developer)
hereby assigns to SPOKANE COLJNI'Y, a political subdivision of the State of Washington, the following:
Savings Certificate Number
in the face amount of $1,000.00
and held in and bv
Bank of
Branch
(bank address)
This assignment is made as secunty for full and faithful performance by
(developer) of certam drainage facilmes and sod for LOT BLOCK , VALLEY Pln'ES (Plat) Plat # PE-1737 in
accordance with the draw►ngs: and specificadons as submitted to and approved by the Spokane County Engineers office on (date)
, 199 .
Any interest benefits accrumg under said savings certificate shall remam the property of
(developer). Said savings certificate to be released to (developer)
any other party only with the prior written consent and agreement of Spokane County.
PROVIDED, FURTHER, the undersigned does hereby authorize
(bank) to pay over to Spokane County all or a sufficient portion of the monies in the savings certificate referenced hereinabove upon
written documentation being received from the Spokane County Engineer indicatuig that the purposes for which the savmgs certificate
was assigned have not been fully and faithfully performed as required and a statement of that amount of money which the County
Engineer as required and a statement of that amount of money which the County Engineer deems necessary to complete such
obligation. Upon receipt of such w7itten documentation, (developer) ~
hereby authorizes (bank) to release to Spokane County that
amount of money requested up to the maximum amount in the savings certificate.
(developer) shall be responsible for any costs incurred by the county excess of the amount of security.
DATED this day of , 199_
BANK OF
~7
I I
O
S 89,58'00" w
~ , 16.01 .4 95.50'
A N9000 ~ • •208" SWALE
= 2056.73 o I BOTi EL = 2056 00
A 4t8Z_ BOT70M AREA 240 50. FT.
Fl = 2056.94 ~ ' TYPE 8 DRYWELL
25 0' - - - ~ W/ TYPE 4 ME7AL ~
FRAME AND GRATE
I • RIM EL. = 2056 00
~ • STA 2+95. RT 30'
Q 1S u
O w
Of . ~n
o ~ vi
w o
~ I J ~J 1
w ~ ^
I ~ I O •Q] ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ 4 ~ ~ ~ ~ ~ ~
_ ~ • SPOKANE COUNTY "NGINEERS OFFICE
OFFICIAL PUBUC UMENT ORIGINAL
CONSTR I N NS
PROJECT
~ ~ • DATE ACCEPTED: CL.7-f4r'
I . S - -4=
PAbJECT LANE MILES UBLIC•
' PROJECT LANE MILES PRIVATF•
CONSTRUCTTON DOCUMENTATION AND CERTIFIED
RECORD DRAWINGS, 'AS-BUILTS' ARE REQUIRED PRIOR
TO COUNTY ACCEPTANCE AND ESTABLISHMENT OF THE
ROADS AND DRAINAGE FACILITIES FOR MAINTENANCE.
PERMIT REQUIRED! (509) 477-3600
NOTIFY PERMIT ENGINEER 2 BVSINESS DAYS
PRIOR TO CONSTRUCTION
r
Z
~ w
<
5' ~ W
NQ
W
Z- ~ 2- Z- i 3'
0 75' I I
F 0.50' ~
y~ ~
z
~F N
~S!' • .
SWALE SECTION q ' 0
NT$ W
r 1--
0
~ J
~
0 15 .30 60 47 ~ w
Gti~
C~ _
VALLEY PINES SUBDIVISION NAL
1 inch = 30 ft LOT 1- BLOCK 1 1 EXPIRES 12/1 / 0 p
z
HAHN ENGtNEERING N. 8623 SUITE B DIVISION SPOKANE, WA. 99208 ~
~~,~~e.~~~:,~~ , o
5}'OKArr'E COEJ;'!TY Er J{aIi`dLEERS OFFICE
a~~~CIAL PuBL4C QOCuMENr ORIG!NAL
CONSTR TI Na
PRo.~~CT
[]ATE ACCEPTE❑: ~
AC~EPTANCE EXPIRES:
PROJEGT iANE Mli_ES FL16L1G:
PRC}~T 7il..ANE M1i_ES PR4VATE:
(:~3~, 0h1 T][7C'JLI;~; TATi[J NVD CERT}FIED
~ REgflFICLI, DRAWINGS, 'A5 EViF`*^ ~1F REQLl;RECl PRIOR
25 ~6' ~ ~ . T4 CC]U~+ITI" ACCEP'7°,i4[dCE A€sl:i L5 'A8Lf5HME9+IT C]F 7ME
. R[]Ad.S AN[] C}FiAINAC,E FACiLITIF-S FQR MAlNTE';A1VCE.
Q • PERMITREQUIREDf '509)47 a-3a00
'd ~Li ' NO71FY PEFiARi7 EAICaINEEFi ?(3L'SINrSS QAYS
0 PR10R T0 CC3Af5TRl3CT14N
_ ~ • .
~
: = i G ~ ~
T'fFE 8 QRYVOELL
SY/ T1`PE 4 MEfAL
FRAME Ara GRATE
RiM Et = zoss ao ~ 5TA 2+95, RT 30. •
SWALE F-1
~ 1300, L I A 220.5fi42 /t' ! /d~ • ~I s ~
} J
EA 2iE2 81 a = 1 r , - , r
L = 2056 43 .
' 4 1
(a) cuRa oRops- 0'
~T.
-
W/ 2'-3" OPENING5
~ flRAINAG~E"276" 56YALE
EASEMENT BOTT EL = 2055 54
gQTT AREA = 750 5 F
~
a
crj ui
5'
2' i 2' I 30' 2' 3' ~
E a as• I ~
-E~ sa'
SWALE 5ECT1ON
Nrs
0
y4. J
p 19 30 50 1;Sp~x2$~~(y~~~G~ ~
3 ! f I
~t0L
- vALLEY PiNES sueaiuIsIaN ~
1 inch = 30 ft. LC)T 2 - B LC] C K 'l ~ I ExPl REs 7 2/ 15/00 ~ ra
z
- HAHN ENGENEERING N. 8623 SUITE B DIVISIQN SPC]KANE, WA 99208 ~
TrPE e aRrwEu
w/ TYPE 4 METAL
FRAME AND GRATE
RIM EL = 2056 00
STA 2+95, RT 3[]' - '
I C • I- -
SWALE F- 1
~
1300'
STA 2+9f~,8Q _
L
• '
1 t/r/Oz
= 2956 42 ~it_ • aV
I
95 1
:L = 2056 43
(a) euRa oR0P5 -
2'-3° OPENIMGS I ~ ~`"208" 5wALE
~ - ORAINAGE
EASFNEMT 607 EL = 2055 50
. B LIYF 4RFP = 7 a0 5:
i '
- ~ '
~ i - Y -
- - ~J• r" CJ
Q ry ~ W • ~ ~
- I 0
■ ~ ~
W SPOKANE COUNTf NGINEE'R.S OFF1CE
aFFICIAL PUBLIC IDMO UMENT ORIGIIVAL
CL CONSTRU I~p P NS
PRvJEcT T~
~ ~ • DATE ACCEPTEO:
IRCE,EX°!°ES- w-
. UBLIC:
E~TA.ANE-MiLE.a RiVATE:
, CONsTRUcnoN ooCuMEnsrArroN ANa cERTIFEEv
~ RECCIRC7 DRAWINGS, 'AS-BUIL ' ARE RFl7UIRED PRIpR
TO COUNT( ACCF-PTANCE AfJ ESTABLI54iMEIVT DF 7HE
~ • R[}AE7u AND DRAINRGE F14CfL1TIE5 F+OR MAINTENA#VCE.
PERMITREQlaiREQl (509} 4T7-36]Q
NIpTiF1' PERlIAIT ENGfNEER 2 BGSINE55 DAYS
PR4C]R Tfl GONSTFiUCTIQN
2
~ Lu
5- uj
~
2' i 2' ~ 30' 2, i 3'
C d 75'
~a 50'
' Y uw.~ Y 1
SWALE S€CTiQN
Nrs ~
~
0
~ J
0 ts 30 sa ~0 28247 ~W LO
~rs~° 1 ~
`~SIONAL
- VA~LEY PINES SUBDIVISIQN ~
I Lnch = 30 rt LOT 3- BLflGK 1 ~ 1 ExPiREs 12/15/00 ~ a
z
HAHN ENGlNEEFdfiVG N 8623 SUi7E B DIVISiON SPC]KANE, WA. 9920$ ~
, F
_ z
~
ui ~
~
, 3' 2' 23' p' f a'
I I -r- p 75'
~0 SLl' I'
SWALE SECTION E-3
N75
~ 13TH AvENu E
(f cuRS QROPS ~ r SW,~LE E- 3
~ 'og W/ 2'-s' oPENiNcS
rrPE a aaYuELL
, ~ , ;
~ n ~ n Wf' TYPE 4 F+1EfAL
~ fftAME PJ+1D GREsTE
- RIM EL = 2056 40
..y
57,4 3+00, ! T 18'
5 0! iYp ~ ~ ~ - ('~HiPPtE)
i ~
x~ - - f - a { . ~ (1) CUFi@ DftOP
DRAINAGE
EASEMEhlT Wl 3' flPENI1VG
TYPE B Q"ELL L 5Ta 2+90 84
- W/ 1'1'PE 4 METAL 1 i D. 11 0 EL _2056 4e
fRAAaE AND GRRTE SwaLE . . . . . . . _ a
Rlµ EE = 205410 . • . . . . . • T3017 °EL = 2C}514 00 5TA 15f52. RT 30' 9i]TT AREA = 484 5 F 4 D' 0
(Typ) <
(D
SPflt(ANE CE]UINyY ENGiNEEAS QFFICE "208° swALE z I T; IOf
TT EL - 2055 50
OFFjCX PUBL~~ DOCU~ENT ORIGF#~ [IYAL B AREA = 604 5.F. • ~ ~ ~ ~
` CONSTR Lr> T~ P • z ~ I LLJ
- - PRt~JE~CT ~ lr ~ • , ~
~
dATE ACCE/PTED: !
C
AV~~~~ L GArI~S. m4r- I CL
PRO1EL'T LANE MILES P11BUC:
PRC},JE ' , ~'s~,~_~~• `
con►srRucTipN ~u~nEn~;rarIoM Ar~to c~RTIFIEo
RECVRD Dw4wiNGs, `As-ewLrs' AAE REQU1REo PRIDR
TO COUNTY ACCEF7ANCE ANQ ESiABL1SFiMEHT OF 7HE
RbADS AlVQ pFiA[NAGE FAC4LITiES FdR FAAEN7EhLANCE.
- PERMi7 REQuIRED1 {509} 477-3600
NQ31FY EFiMIT ENGiNE'CR 2 6U51NE5a []RYS
RIOR Ti7 C0~7Rl3CTiClN •
~
5.
~
3' ~ 2' 22' ~ 2' ~ 2'
I I
~a 50' _r-O 75P i ~
~ I ~ 1 , ~ VA
~0
SWALE SECTION E-2 ~
Nrs ~
~s ~28247 ul)
p 15 30 60
I I ~
NAL
vaLLEY PINEs sugoivIsIaN ~
1 incr, = sa st LOT 9- BLQCK 1 ~ MExPdREs 12/15Iao 1 Q
z
h6RFiN ENGINEERGNG N 8623 SIJITE B QN151{~N SPCiKANE, WA 992~]B ~
~
z
w n-j
w 5i
t4
i 3' r 2' 26' 2' i 2.
r-O 75' I
1 ~vl~l.vw~A +~f.a1.V: V ♦ y.,..
- SWALE SEGTION E-1
NTs
~I 1 3T H -AVE N U IE
(a) cuRa oRaPs
(3) CI Ift8 QROPS_ ~z~ pLL C E- q I +N~' 2'-9" OPsNINGS
n c° .3 n n y~sE C
~ W~ 4°-~' 0F£NIP7~5 ~^~ti v`~~~~YV~p~i`SL. G`2
~ "`a~-'_}~I~.Y Vri•
5 0. T"1`P
\
_ - - - - T - 1 \ ~
0 -
ow~ir~aG~ ~ -
` ;~a 2+9jQo EA5£~iE~JT i ~ ~ 1
~ L
, 1=2056 TYF~~ B{~R7WELL d . f
W • - W/ TYPE 4 MEPAL 11 ❑ I 11 0~
F ~la ~r~r~ ~ 3 q" ~ ~ - ~ ~ • . . . . . . . RIM ~+r~fL~.= 2{3S4 S~l . . . . . . . . . n7a8a SWkLE
~ (TYF) ~ 250' , ~~208" SwAL~ STA 15+52, RT 30' 9DfT EL = 2054 t70
BOTT EL = 2094 50 907 AR€A = 484 S F
~ B4Ti AF2E4 = 550 5 F
- ~ f ~ • :J s t'~. ~ r'~ a.~ e e ~ t w a.
to ►7i~VfW1YE lr6VIY~~ LIVGlIYEER~3 VFFICE
FICIAL PuBl~G-DC3CLIMENT OR1GfNAL
CONST C
N PIANS
~ I ~ ; • ' 5
PROJECT
, I ~ • ~ DATE AC~EPTEa~ { -
ACGEPTANCE E7(PIAES: - ~
I , NF, 9'7_1800 PROJECT l~l cc oi EB31WIr±.-
; f
'~RA1ECT LANE M6LE PRIVATF•
coNsrRUCnvN DOCuMEwTAr3ON ANa cEwnFIEo
REC[3RD []RAWINGS. 'A5-gUILFS' ARE REQl11RE4 PRIQR
TQ CQllN7Y ADCEATAI+ICE AN£D ESFABl,ISHNEEMT C]F 7HE
F![]ADS AND []RAINAGE FACtCJT1E5 FOR k1AINTENANCE
PERMIT REQUIRE't]! { a09} 477-3~',QQ
~ NOTIFY PEf3M1T LMGINEER 2 BL5INESS QAYS
ui P131t7F1 TC? CONSTRUCTICtifV
~ 3! ' 2. ' 22 I 2 t z,
~0 50' _rU 75'
Gf
~ 0
I~ SWALE SECTION E--2 ~
Nrs ~
as~~x,~p
_ o 15 99 b❑
IQIVAL
- vALLEY PoNES sUBaIvjsIoN 0')
i inCh =30 ft. LOT 10 - ~LOCK 1 ~ ~ExP1REs 12/ 15/oa ~o
~
~
- NAHN ENGIiVEERING N. 8623 5U'ITE B DNfS1ON SP(3KANE, WA. 99208
n
~
W ~
~ 5.
u.r
~ 3° ,2' , a' z' I
~ I F~
- SWALE SECTiON C-2
NTS
1'lPE 8 17RYWELL
W/ TYFE 4 METAL
rFRAME ANO GRATE
R1FA EL = 2055 75
~ 1 3TH AVEN UE STA 13+83 50. RT 32' {i3fh)
- ,
(1) GLfRB DRCtPS
CL1RB ~RL1P.~
ry'~ ~ `bN' ~
W/ 2"-9" CPENlNGS - = 't/ 4' OPENINGS~
SWeQLE C - J~
NLY
~ i ~ VJ~ cURB QROPS
4' OPENINGS
~
~2
- - - a - , - e , - -
~`~.t L STA 2+95 OC}
"208" swRi.E~~° ~ ~WAL~ C' ~ = zossc~
Borr eL = zt7ss t~0 sTk t+a3 ng ~
~ • . . . . . . . • . . . . • . . • . . . . • . - EL = 2p5622
BOT'f ARE4 = 225 S F. . . • ~ e
~ 4 0'
°2d8" SWALE (TYP)
~'~`L`C`.~. . . s . . BflTf EL = 2[355.Oa
SPOKANE COUIV3Y~~1dCINEERS OFFICr~ TT AREA = 844 sF
oFFlClAL PuBUC BM, uMENT QRIGIfVA~
- _ ~
CONSTRU~T )N i PL►ANS ='r ~
~j
~ROJEcT 0 ~
' DATE ACCEPTED:
'L ACCEF''TANCE IXP1R~-S:
~ PRO,lECT iANE AAfLES'PUBL9G: ~ ^ =
PRQJECT LANE MILQ5 IF'RiWATE: a~ Q
cvNsrRuCrIaN ~u~nE ariar~ ►~o cER~FrEr~
RECoRD oRAwINGs. 'As-auiLrs• ARE REQuiRED FRioR • . +
~ TD COL3tJ7Y ACCEPTANCE Al+1t] G5TABL15HMENT ClFTHE
RQACIS 1YND DRAlhtACaE FACIL1TfE5 FOR MAIN7EA9AfVCE.
PEFiM1T REQUiRE[71 (509} 477-367(] '
AiC]TIF1f PEft 17 ENGIAlEER 2 BLISINESS L?AYs
~ P {}R T:] CQN5TE3[1C71ON
W ~ 5' i
6 3' , 2' x , 2r
~ I 0 75' I E r~ ~ G
~0 5G' ~ a~
. ~
V)
SWALE 5EC740N C-3 a
` Nrs
a ,s 30 60 I I I k NAL
tfALLEY PIN'E5 SU86IWlS4ON
~ 1 inch = 3[] ft. LOT 17- SLOCK 1 - }F-KPIRE5 12/15/00 ~o
z
L
HAHN ENGINEERING N. 8623 SLJITE B❑lVISEQN SpOKAIVE, WA 99208 ,3:
~
~
z
LO
2
ui 5'
w
~ 3' 15 ~ Z ' 2
SWALE SECTIQN C-?
Hrs
SWALE C-1~ ~
` 13TH IiV[ hVVE n~~o
1 (2) CLIRB DRf]PS
d W/ 2'-9" aPEid1NG5 I
Jio rn~V`a1
(3) CVRfJ VROrd• O ~ Ny~ N4]
w/ a' OPIENkNGS ~ ~p5;Lj7_
N~ rYP
~n'
a ~ 2059 13
t~~~~~~ I
c' 7g~~
~ = 2059 aa
5Ta ~#g5Aa ~
"208" 5wa,t€ ~~~A~~ ~ - L
1 = 2059 53 i 5.0
84Tf EL - 2t}56 ilt7 pRAIIVAGE
~ZS.U' - . . . $aTT r7RFA ~ 225 5 f . . ~ ~ . . . . FASEAAEN7
~ I ~ '~0$" 51kALE
{ 6OiT EL = 2058 00 j~
~ . 8t7Tfi ARFJ1 = 590 5 F
,
~ ~ sPaw~~UNrr ENGINEERS oFFiCE
~ 13 vFFIGwL Pu&ic QacuMENT C]RIGIIV►4L
, ,l, C[]NVRU LA►NS
- ~ PRo.~EcT ~ ~
a~~~ ~~~~PTEa: 67-3 A :&1P
AcGEPTANce-EtPIRES: ~
PRvJEcT L.aNt*M_-E-a-PuBUC:
- In PR0.9ECT IA& M E!_ES PRlVATE:
• ; , CONSTFiUCTIC)N C1C]CUPrft~'T~AvlQN A~+ID CvRT1FlED
' RECORD DRAWIN.Ca~. "A ;BUI! i;," APE RF:C]l.f!FiFD PR!(]R
TOCC}UN'fY ACCEPFANCE r.ND l.'.BlJSf iMLN f C7F THE
~ • ~y _ ~ ~]o RQADS AND DFA,krdAGL- FACiLI,"F.S FUR MAPi1i .-MYaNCE
PEAMIT F3C-QUiREL? 45019-~4-.' ,jE,00
hi{?71FY f'F-FiMl7 EAEG1N::f .i ? E3L~::ft~9 4~ f]AYS
' rRIC]R 70 CGntS i S1,C IPUN
w ~
_ • ~ ~ .
ri ~2
~ 3' i 2' ~ 26' 2'
~ I -C-} 0, `
I
LE SEGTaON C- ~ ~
SU~A ~
i~ Nrs 0
J
~0 28247 Ln
o 15 sfl bo
NAL
VALLEY PINES SUBQIVISfUN
1 incn =30 ft L4T 18 - ~'SLOCK 1 40 1 ExPiRES 12r15100 ~ o
HAHN ENcaNEERINc N. 8623 SuiTE 9 D,vasiON sPaK,aNE, Wp. 99208 ~ 3:
~
i
r(3) CLIRB {7RL1P5
Wj 4' OPENINGS
' i
i
"2W SvdAIE i
3OT°f El ~ 2[]59 90 E i 8
aaTT AREa = 462 sF.
SFA 2f68 SQ ~
~ f EL = ?059 92
1; liC~ _V ~l~.~ • " $'Uk 2+M 50
1 i EL = 7e60 a~{
•`ry' I ~ STA 2+5?SfJ ~
• ~ i EL = 2060 16
.,.~,S ' ~_"1 'N "1,{._ ~ N. 'r. I4-1 I
SPOKANE Ct7uiVTYENGINEERS OFFICE ~ ¢ I
pFFICi,~L PUBLi DaCUMENT C3RIG1l~fAAL ~,'~E~r
C:ON$TR?,~CTI P " f I` SWALE A-1
PRO,9E~GT ~ - ~ 1
}''~/~TE ►iVLlG~ 1 GV A/`~/~Cp~Cn Y
l.Jf7
.
d
ACCEF'71~NCE EiP ^ S: doz
~ Q
F'RQ.3ECT LANE MEi ES PUBLIG' ~ q r.Y
PROJEGT Lp►NE PUii! ES PR9VATE: .
CoNsTRuCTIoN oncuN F-N rAT ION aNo CERTIFiED r 1 W I
FiECORd DRAWINCS.'AS-B111Y_T5' AAE REQUEFiED i'RIt3R
TO CC]UNTY ACCEPTAN T,NIJ ESTAKfSHMEA17 OF 7hIE • P, I
RDAOS AhQ 13RAINAGE CkLiTiES FC7R MAfN iENVCE,
PERMST R~❑UIREC)I (509) 47r•'?E':#7fl , W
PIL]71FY PEFiA+1E3 ENGfNECFi 2 E3LSINc:s5 DAYS~z, -a-,a•S rE i ~+1 . ~ f"~
_
\ t', 4. r. 2
`
~
z
s' ~
~
~ .
~ 3' ~ Z' ~ 18 5' 2' i~ 2"
I ~ Q 75
I ~
SWALE SECTION SA- I
x
V)
0
_ p 15 30 so 8824~7 ~G1 Lr)
I I I I L;' $Z`~'F'
`~`~If]IV'AL r=-
- VA~LLEY PINES 5U8DlV1SIQN a)
Y inch = 30 tt LpT 23 - BLOCK 1 4ft 9 ExPiREs 12/15/00 1 0
z
~
NAHN ENci~~EFRiNc N 8623 sUITE B ❑iviSiaN sPoKANE, wA 99208
~
~
~ i SP~Fi~A~IE . ~ .'_;iS ~F~
~ vFF#CIAL PUrs~.l:~. 1,~_ W 1 T r_IGIIVI4L
cQNSTRUCT-~ON ~Ns
PROJECT ~Sr17,~ 70
DATE ACCEPTEQ~
ACCEPTANCE EXPIVLS: -
PRQJECT LANF MIr_ES PUFi _;C-
PRO.lEGT LANE M. F'RhwlXf E:
CQhiS7RlJG [Ol+t t.:'4 kN Cl CP7 RrirC3 • 9
FiEiCQRl3 DWIfVC1:5, 'f,., • , P}3r pi7'or`I • ~
' T[] COUIVTY ACCEPFAN[.L-1- . OF THE ' I
FiOADS ANG DRAINAGE fAGlLl i i L3roFa Nl;~-N'i ,:f•NCE •
PE IMIT REQU~~EDI (509)4 ~1 s ~
T.~'Y mCL7LAPT CAIf^_fRlM ra ~ ait ,c4~~r
1^l4J'
PRIC7R T0 C4A1SiRUGTION i 7 7 7'-4
m'
C, ~I
I
C..^ . I
1
(3 CURB OROPS
4 • ' DO Wi 4' OPENINGS
~
•208- SW~ ~
BQTT tL = 2~159.Q0 ~ 1 B 5'
BDTi AREA = 462 S;F. I~! m_a~ ~
a l / ~
1 ~ sra a+~8 5n 0
E4 = 2059 321 Q,
STA 2+60 50
~
I i8- I0 ^`t ME/// Ei = 2U6U Oe L~I
n I ~TA 2+52 5~1 ~r
j FL - 2[16015
k ry
4
1 w
n
oRAINAcE
FA5EMENT
~ ,
SWALE A-1
~
~
5`
~ 3' i 2' i 185, I, 2, i 2,
f ~ ro 75'
y ~ J , ~;~L ~
2
SWpLE SECTION A--1
S ~2
0
• -1
v 15 io sa 8s~
- VALL.EY PINES SIJBDIVISION aL
r ine h =30 tt. LaT 24 - BLOCK 1 I ExPIREs 1211 5I0o ~C5
z
~
HAHN ENGINEERING N$623 SUITE B L7lVISION SPQKANE, 3NA 99208
~
{3} CURB QRflPS
w/ 4' ❑PENINGS
~
"248" S~ALE I
BOTT £L = 24~6 50 190"
BOTf AREA = 294s S f ~ IE
~ • ~ ~ - - f SfA 4+40 ~t3
EL = 2057 $2
5 1C-°a8'C+o) W •~1, sta a+s? 50 ~ J-8 FL = 2053 50
J`~~;' 5TA 4,~?4 5Q
, : 4. j EL = 20°7 59
i
DRvr~AG~ ~ I
- EASEMENT
ca
SPQKAN f]UN7Y ENGINEERS QFFICE . N-SWALE A-2
, oFFicIAL PdBuc DOcuMENT oRIG
s{ ~
GUh~ RUCPLA~~ ~ ~ .
PRdJECT : ~~'I~,~~
oArE aec~~ ~o:
- ACCEF~TANG ~iRES: ~ ~
PRO.]EGT E Mi~ESPUBI..fC:
PRCIJECT !.A ~ MILES PRlVRTE:
cvNsrnucngr~ ~~~r~rnrioN aNo cERriFiED
RECC3RC} t7RAWl S, 'A~-LlJIL rc;' ARE FiEG}[JiR~F~eF~~i~3F9i,1{y" . W
Td CL7U~ITYACf; - Lr i_n s.~nLfSFT-m s L7F~R~ . ~
RGF►DS Af~O 13RflIN/1GE FAL:ILI ~ 1E 5 FDR MA! n~ s"t'~i :~}G€ . ~
, RERM]~REC~L~IRED! t5t]:31 4'; -~s~,t;C}
A~ • ~ ~
- OTIFY P RMlT ENG?A!FCFj 2 BUwlrsF a;? UAYS '
F'R#OR TrJ COfvSTRllCTiqN
` -
r
x
w ~
3' 2' 19, I P 2, i 2-
I I r0 75` f I f~l.. NQ
~eavwsae.v.S.
SWALE SECTfQN A-2
~ : • ~
o
J
o 15 30 sv ~0 w
s
AL~~~ ~
VALLEY PINES SUBDIUISION ~
1 ,nch - 30 ft LpT 25 - BLOCK 1 lExPiREs 12/15/00 1 0
HaHN ENCaNEERiNG N 8523 SUITE 8 aivisiON SPOKaNE, wA. 99208 ~
a
r
~ e a
- 5F'pKANE C~-~' . ~,;5 FICE
FICIAL F~UBLIt;
P~.a~~
ONS7`R~~~~`~' ~Y-77
.~ECT ~ AcCEPTED.
- PrANCE
ECT LAi~E P~9!I_; s F'U~?L::'.,
EGT LANE ; P~iI`~ A7E:
i~UCTIC?~1 L'S7L'1;r5, 4 .".?+:2N .4t~Ef.] C`RTIFEFD -
D aRAWI~IGS, °A°, s.i. ,...r.~._ c?E°Cai ~1h; I~ PR:OR
[RR
JlV~t'Y ACCEPTF,f+,'~= i,, i' t,11F3k_I3S4r:t
;V F CIF T~-iE
AtV~3 E]RA f~fAGE F~.GiLI i]L5 F~]F~ ~1A;P• i''F:. NCE. PERMI R~C]IJEREf~ {50:1} d?i-3~:00 N(7TIrY P i~MlT £NGINEEF~ 2 ~"3LSIh➢f~:a~ C:L1Nti THUCTI(~N
,
Lj; 1
L~ r
_
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~ 26 ~ . ~
(3I CUR6 dROPS
Wf 4' pPENlNGS
CE7
. . ' ~
~ . 1
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807T EL = 2056 50
~
6{7Tf ARER = 294 S F ! C)
• E I ~ u sTa a+aa sa ~
ZT EL _ 2057 dT
> > ~ ' q
f~
i i f.^! ! ~ STA 4#32 50
I~ W
EL = 2057 50 Z
sTA 4+24 so ~
a' 1EL = 2053 sg ~
W
DRAINAGE ~ I CL
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° in
r--SwaLE ~A-2
r
2
w ~
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" SWALE SECTION A-2 0
J
NT5 28247 Cr,~~ ~7
0 15 so 60 ~0S(c
~ onrA~ ~
VALLEY PINES SUBQIV'151dN ~
i incn - 30 ft LDT 26 - BLOCK 1 ~ IExPiRES 3 2/15/QO 1 0
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0
i ~
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~
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SWALE SECTfON A-4
Nzs
- 5WALE A-4 (z) sioewALK irrtE-r
SWALE A-3
STRUCTiJRES
W/ 4' OPENINGS
(3) GUR6 qRDPS
2'-3" OPER~IE~GS
W/
TYPE 8 ORY~tELL _ dYPE B DR'PWELL _
W/ TYPE 4 METAL 1W,1 TYPE 4 METAL
FRAME ANd GRATE FRAME AIVD G{tArE
RIM EL = 2054 00 RIM EL = 2055 50 ' I
' STA 1{~t17, RT 30' STA 14+93, RT 32' T H p,VE NtJE
W NIW
,r4i~
a~p J I ~`Q
<
~
a
~ STA 5+8450
~
~ DRAINACE ~
N
' "zoa" sw,aLE~ ~ EasEMENr Et = zas~ss w
BGTT fL = 2053 54 SFa 5+76 SG ~
BOFF ARFA - 217 S F • • . . . . . . • • . . . . . . . • • . . f. , i EL - 2056 al ~
' "208" SWALE 4-
J i
8fl7T El = 2455"0 27' ~ I A {TYP } ~
4~ B~'fT RR£A = 043 S F
R E
SPOKANF: GDUNf1' ENGINEERS OFFICE EMEN ,
C]FFlClAL PL1BL! C7OCUMENT ORIGIIlI • ~ -
LILm ~~C] P"LA~V~
- C ONSTR
PRUJECT
DATE AGCEPTED: p - . 1
ACGEFITAHCE EXPk ES: ' . I
PRQJECT LANE MI _S PUBLIC• s ~-9115 10' ~V • ;
PRQJECT LANE Mli. _S i'RfVATE: 7 , ! E
caNsrRucnora DacuNI -f.rarioN aNo cIERnF+E❑
REcvRD nRaw:NGs, 'As ERU!+_rs^ ARE ReQUIREn PRIoR
TO CL3UNTY ACCEPTANC= RiND EST€1l3LISi-iMEN7 OF THE
RQADS ANQ f]RRI RGE f-AGiLII'Ic5 FC3R MA1rVTENANCE
PE~MI` REaUGRED! (509)477--`60a
NL]TiF~I' F MlT ENCa EEF~ 2 [3LTa`1NF SS LA'~'S
kOR 7O f~NSTRUCFION ~
5' ~
, 3' , 2' i 27' , 4' i 2.
f-a 75`
~ o.5o' -
1
2
7
SWALE SECTION A-3 ?
NTS 26247 LC)
o 15 30 so ~°'`~~,'~~rsT~
- ~ 1fALLEY P9NES SUBDIVISION MAL ~
1 rnch = 30 ft. L0T 27 - gLOCK 1 ExPlRE5 12115/00 I a
z
NAHN ENGINEERING N$623 SUITE BD1VlSiON SPOKANE< WA 99208 ~
]
}YPE B DRYWELL ~S1,~1~,LE 3- 1
: W~' TYPf 4 MEfAL
FR,4FAE ANQ GRATE
RI~A EL = 2C355 SC1
, srA , s+ao, RT sa'
~ ZTH AL~EN U E~ -
°208" SWALE :
BQTf EL ~ 2055 0[] ~
Bf]7T AREA =490 5 F
Si0EWALK
• " ,
L
<
E, 4
(2) CURB DRORS---_. e~" - - - - - - - - - -
~
~ I W/ 2'-3" OPENiNGS
, w QRAINAGE
-2.L E'ASEMENT . . . . . . . .
~ • 5 a' ,YP
n
, . .
i t'v "•~~_tl' `ti roGUMENT sPa~r~E Cau~ ENc~~ E13s OrFocE QFFICIAL PuBLIC QRIGlNAL
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CON~'JTR~~~~ 9LANS ~ ~
' PR~3JEC~` ' I ~ ~ ~
QA,TE ACGEPTED: r f
AGCEFrANcE aP~a s:
PFtDJECT LANE Mlk~ PUBLIC:'•-
PRD.~ECT LANE MI~ ~ PFiFVA1`{E:_~
GOri45TRUCTlO1~ ~C~i~.-3~~ra ~,ti7iON ANR C1`RT1Fl~-D~
RECC7RD OfiAWItVGS, 'HS P-f li. ;Li' ARE IFiECy U!F?E[J MIDfi
TO COUiVTYACCEPTAtv.sz h'~0 L-ST.7s~i.~aF +rfFt+IT1(]FIQlE
F30P1D5 Al~ft3 L~FiAIhlA~E Fr f~LiT;~.3 Ff.~:~''i, 'W'~[-~1'~~.If~E
PE'~i+~l~f R E 0 LJI~iE C3 1 (5 C c ~ ~
39•_8 00'~E
NO'FIFY PERnnE7 ENI aINs"_ER 3El.. =It •_1..' 1)av.q
j i'F#IC7R TO 1:0NS , 1'RE, - 1 10,712 - -7--1 a - - - - -
ud
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2' i 2' ~ 24' , 2' 3' ~
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SWALE SECTfON B-1 ~ ~
- p 15 30 50 NT5 28~rh7
0A
N~~~~~~ _
- - uALLEY PINES SUgDIV15lON ~
1 inch = 30 ft LaT I - BLOCK 2 ~ IExPiREs 12I15Io0 ~ a
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HAHN ENGINEER1NG N. 8623 SIJITE B DIVISION SFOKANE, WA. 93208 ~
~
a
- SWALE J-1
t1'PE B DRYWEL,L
- W/ TYPE 4 METAL
FRAI~,iE AND GRAYE
~i~+ E~ _ 2056 oa I~ 1I J I
ST~a r 3+20, RT 32' ~i I2T~4 AVEnI I V~JE
- - ~ ~ - {1} 51pEWALK dNLET
: o STIRLICi1JRES
- - ~ c - Wl 0.' OPENINGS
~ N
~ µ I I
~
'1 ffs~s
SIDEWALK
87 45
-
T
1 iJTI! ITY ~A5Eh4EMT
50, iYP
ORAINAGe
~LSEMENT y ~ 6~ • ~
3L~' =LI1! _=TEACK . "208" SwRLE
86TT EL = 2055 SQ
BOTT AREA = 352 5 F
~
~ -
=ti 'o -
~ -
~ y~ ~C~C`C5 ~ a ~ ~ ~ 'a ~ 'ti ~ .
~ , 5PC7lrCANE C U'N7Y ENGINEE RS OFFICE
i oFFIGIAL Pu !C QUGUMENT OHIGI11]AL
, . CC3NST U `filON PLANS
, • • PRO,]ECT -~7
DATE ACCEPTE :
AGCEP7ANCE P1RE5: __Oy 0Z_
PRQ.IEGF LANE 141LES PUBL1G•
~ ; 7 1 C, PRC3JEC7 lANE S PR1VRTE:
';P.iATIC3N R~1D CEFi11FIECJ
4'a REC(7i~iJ CIRAYVIl~it"a5, ~f+5-E?~H~{~}~E RE~'14JIRFf3 PR~C3i3
TD COUNTY RCCEPb~GF: f:N..) ESTABL15!-!IVE #4T C3F -iHE
ROAIpS ANQ I7RAINAGE FRGLlTicS FOR ikPAV;~_"ilANCE.
PEWiT FdE❑LJIRED' (509} 47l iwC0
NO7lFY PEFiMIT ENG!lVLCfi ? BUaIN._`~S DAYS
~ PRIDR TD GL7tNS'! RUG i IC?N
W
w
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i 2' ~ 3' i 22' ~ 3 5' y 5' ~
iI~ . . a sa og
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SWALE SECTIOhf J---1 a
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o 15 30 60 ' Nrs ~0 s(Di-
P i I I
NAL
VRLLEY PINES SUBDiV1S1ON CD
1 inCn ~ so tt LOT 2- B L0CK2 40 IExFIREs 121 15100 I o
~
HAHiV ENGINEFRING N. 8623 SLIITE 8 CIIVISiCIN 5PC}KAIVE, WA. 99208 ~
~
~ ~ ~ r'``~'~'s ~ a ~ ~ r'~ ~ ~
SPOFCANE GOL1NTY EhIGINEERS QFFIC
~FFICIAL Pu8L1C [7C3CU~IiEIVT QRIGI
- , CC]NSTFiU I J~A~I
PRUJECT ~
QA~TE ACCEPTEO:
f~CE DCi?lRES;
' T LpNE I'~ILES PIJBl.1C:
T IANE MILES PRIVATE: ~
TI[lN DOG~JMENTA7f[]N AFJD CEfiTiF1ED
LF76
F3RWiNGS, 'AS-BLlIi.75' ARE REQUlFtEQ PRIQ ,
AG(:ERTOkNCF R7+rU E57A6l.i$HIUIEhPT OF TH ~ DRAINA
.faE F~4CiLfi'1ES FOR MAiAET~NlANCE.
RMlT REDUfRED' (5[39] 47i-3600
TIFV pERN{I7 EMGENEER 2 SL59NE55 DAYS
PFiioR rO coNs-rRUcr~ON
Li
' , .
~ .
0
SWALE D-1 ^
. . i.1a:~.i . . . . . . 50, FUf!_OIiIG 7ETcCi.'.r. . . . . .
°248' SWALE 5 0_ ~
~ ~ '
8077 EL = 2456 25 -
. BdTf AREA = 20(} 5 F j-
~
~ ~ ' 1 ~J' ililLl~' =oSEME~~ E
r.-
: ~ ~a
A-'
,
l7 N
I p
N N `2r LUinkO DR0PS
u u YdJ 2-3"' OPENINGS
1 3TH ~ AVEN U E
. F
5' , W
z' , z' ~ f 20' , z' 3, ~
p 8'
w y.
yl
~ SWALE SECTIQN Q- 1 0
L'
NTS ~
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E8?.47 Lf7
0
Q
15 3C} &0
fOiVAL
VALLEY PINES SUgDIVISICIN cr)
I inch = 30 ft LOT 4- 6LOCK 2 AN fExPIREs 12/15/00 - HRHN ENGINEEaING N. 8623 SUITE 8 C71VlSIQN SPOKANE, WA 39208 ~
~
, ~
_ . ~ ^y_ : ~n ~1 1. 1 ~ti.
. _ _ _
;3sN TY L-N6;,%EERS OFFICE
' pF-rI C I iAL ;'VBL IC D~'.~CUM EN7 DRlCaINAL.
~'rtq/&NS
°~IROJECT ~
'E ACCEPTEa-
' fi~ ~~~•v-, Go#- ;1EPTANGE EXPRE9:~'
; PROJECr IANF N9II_ES PuBLIc:
r _ - - pPa.1ECT LAWF" 7-75"PRIvArE:
, I • CCJfdSl RUCTIdN t'l[ x~- rtCa?V Ald(7 CERTIF4ED
FiECC: 'J C'RAWlNG, ' ARE RE(]U1REf] PRlDR
G . ~ro c:c)~Jri-rr ~nC~'CF~E-Aiv..r_ StAf3f_lSHMEN-T C]F 7FIE
I . Rt7Al7S 1"1h,D , Df;A1N~,?;r FA(_.0 iIzS FOri rd1.r+'N,-CNA:VGE.
~L-8WiTREQUIRED1 (509) 4 : 7 .3600
~ Y . T1QTlFY PERMIT ENGiNc.i:s? 2PL~S(NE_S5 C3AY5
0 r[;uCTION
fLi PRiORTOCO N
, ~ c.n cn
E5 r.i
~ I • ° ~
~ SWALE D-1
: . . . . . . . . . . .
I ~ .2d8" SWALf 5 QA - I, E
i ~ BOTT EL = 2056 25
1 BOrr AaF-A = 200 S F I I
L
~ f ~!-io--
` - - - - -
1~1, r cv
j 1
(2) cuRB oRaPs
'N/ 2-3CiPEMIfVGS
13TH ~ A11ENU E
~
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~
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2' ~ 2' ~ 20. 2. 3, .
I I r p g'
1 '
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SUVALE SECTION D-1
, NYS 0
~ J
p 15 30 60 ~ta
NAL
y VpLLEY PINES SUSDIV151ON
~ I inCh = sa ft ~ LaT 5 B LOC K 2 ~ ! ExPiREs 12/15/00
I o
I HAF~N ENGI~lEERING N 8623 SIJRTE B aIVlSIdN SPQKANE, }NR. 992{~8 ~
0
(2) SIflEYVALK INLEL
1 2TIHI ~VE_ N U E sraucruRFs
- J ~ w/ a' 6PENfNGS
~
H
3'S ut
"248" SWALE `T1`PE B ORTWELL
9OTT fL = 2050 75 YJ/ TYFF 4 METAL
vt]TT aREA ~ 1225 5F Ed d FRAhAE 4ND GRR7E
RIM EL = 2053 25
~ . ° , ° , • . ' • ~ SiA 5+4400, LP 35' (5NHlPRLE)
-
i ~
~
Al,7l~ ~f$15l~ ~
?{~53 y ~A S+f~ ~
~~f':'Ef/•'', \
vURB ORfSP5
WI 3'-3" OPEiV11YG5
• ~
r. r~``,
SPF3~CCANE Ar"UNTY ENt~1NEER rQFFfCE • ~-SW~LE H-1
OFFICIAL P ~L.#G ~7CUMENT C1F~iIGIN►AL. ` ~
CC3NS ~ U T1C]iV NS
PROJECT Fj-cr •
DATE ACCEPT v: ~ ` • ~ ~ ~
F
FICCEPTANCE IRES:
PRO,lECT LAN MILES PUBL1C• '
PRQ,9ECT U4NE M3LES PRIVATE:
CCIFESTfiUCTlUhI Q L1Pu1ENTAT10M11 AND CERT4F4E❑ ~
RECflRd DRAWIN A5-ESt71t7S' ARE REt7Ul~tEp F'RI~C7R TO COUI~TY ACCE ANCE ANI] FSTAF3U5HMENT t'3F THE
ROAQS AND []RAfAIAGE FACiLITIES PQFL;4AggCI~ANCE.
PERMIT Vt:uuimtui d rw ~$GUD . .
NOTIF'l €'E MCf ENGiIVEER 2 SUSIfiJESS QAYS • - '
PFiIaR Ti3 CONS-fRUCT#C1M1!
~
5. i ~
u
2' ~ 2' i Z' 32' 2' 3' ,
vw,wwv,~.v.+.wwv,wu w 0 50'
SUVALE SECTIfJN H-1
t4TS . ' ;
0 15 30 60 7
I _ I I f
NAL
'JALLEY PINES SUBDdV15i0N
1 inch = 30 ft LOT T~ tl- - BLOC K 3 ~EXPIREs 12/ f. I 0 ,
HAHN Eh1GINEERING !V 8623 SUITE B aVU151ON SPOKANE, WA. 99208 ' f .
~ r ■ ~ s ~ r
SPQtCRNE COUNTY ENGINEERS OFFiCE
' +aFFI{CIAL PlJBL.IC DC)CIIMENT 'DR!{GlhIAL
CVN$TRuCTION PLiNS - ~ ,
PRO,lECT#:
DATE AGCE'PTEp: !J ~ • '
ACCEP'TANCE QCf'lRES:
_ PRAJECT LANE MILES PUHUC: I+
PRQ,IECT I_ANE MILES PRIVATE:
, COJ+JS'i"Rt1CTION QOCUMEN7RTiOR! AAIC1 CERT! 1ED I
fiECORC} f3FAWiNGS, `A5-BuIE T:5' ARE REQU9ii C3 f'RIOR
TO CqUNTY ACCEPTAAICE ANI] C-5TA8Li5FiM T C3F THE ' i
RQAQS AND DRAitJAGE FACILITIES FOR MA! RlA1tfCE i
PERMiT REQUlFiED! (509) 4''i~ ~Tp • ~ _ '
IdQTIFY PEfiNtIT ENCINE~R 2 BLSPNESa [7AYS
1 PR1UR TO CONSTRUCTIUN
. ' ~
! Frl"- -SWALE D-~
I
' "208" SWALE
6' BGTC El = 2054 DO I~
I ~ EiC1Ti AREA = 900 5 F
i F-
'
F
- ~ I rrPE B oRrwELL
VY/ FYPE 4ME7AL) I i
o f FRRME APf[7 GRATE I 1
a RIM EL = 2054'50
{
ToTG4756. LT 30' i
INSTAtL GRASSY C3i7CH
SLOPED DOYVN FROM CL1RB 2-
C1ROP TO SWALE D-2
{1} CLIRB DR{3P5
VY f a' OPENINGS a~
I 0➢ N
~ O C,P
13TN All'E N U E
~
~
W ~
~
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cn
~
i 3` s 2 2' ~ 2,
rO 75' I ~
_ wi ~ t? 50' I ~
S1N'ALE SECTfON D_2
NTS v,
~
~ J
a 15 sa sa 8824T ~w ~
QtvAL~~~~ ~
° 11ALLEY PKNES SUBDIV151aN
I inch = 30 f t. LaT ~ - BLLCK 3 - {ExPIaES 12/15/00
I ~
~
HAFiN Eh1GINEERING N 8623 SUITE B DIVI5ILN SPOKANE, bVA 99208 ~
r~
- ~
C L. ~ ~r ~L.. ~ sr
/737
1 ~ 2- z
r "Z)
V
V.
crn~
ZVO-trane
91707 E 5prague Ave 5uite 106 i 5pokane Valley'WA 99206
504.921.1000 4 Fax: 509.921.10D8 1 cityhal!@spokanevaCley.org
Fax
To: Meagan Olsen Frorrr: Sandra Raskell
Fax: 924-8123 Pages: 2(including caver)
Re: 208 Lcst Pian far 1222 S. 1Nhippk'e Date: 3-10-05
Meagan,
hlere is a copy of the 208 Lot Plan fvr 122 S. Whipple, Ihvpe this answers yaur questians. Please
give a call if you need clarifEcabon on any nf the information on the plarv. My direct iine is 688-0174.
Please coordinate w+th Heather Kauer far the Incatian of the fenoe.
Thankss.
Sandra
S
1?IVI5IpIV aF EiNGINEEfLII+1G RN3 ➢20ADS ,4 pIVfSION 6F THE PUSLIC WQHKS C}EP,4R3'MEM'
William A jahrts, P.E„ County Eng:neer
March 15, 2000
Rancfell Hatin, P.E.
Hahn Engineering .
8623 N. Division. 5te. 8
Spakane, WA 9920$
SU&TE{CT: PE-1737 - Valley Fines Subdivision
Road & Storm Drainage Acceptance
Gentlernen:
We have reviewed your recently revised mylar and lat glar►s submitted far this projeet, whieh eliminate the
off-site easement issue. We find that ttus averall glat submittal appears to meet che minimum standards af
rhe Spokane Caaunry SFtan1'ard5 fc3r Road artd Sewer CorstruCtiort ("SCRS"), We are, therefare, ab[e ro
accepc yaur approval af the plans and calculatians for this project.
In accorrdance with Sectian 5.02.1) of the SGRS, this acceptance is valid unt'sl March 15, 2002. If the
facilides are not constructed 6y then, yvu may request an exteri.sian of the aeceptance for an additianal two
years; hotivever, the plans may need ro be revised tv reflect eurrent stantiards priar tv granting the
extension. Please note.
1 The County's acceptance of ttus subrnittal does not reiieve the spvnsvr or his agents from any liability
reiated to pottians of the design thaf are not in canfQrmance witlt the SCRS, or which da not fallaw
gotsd engineering practice;
2. ' P►ll permils and notificadvns necessary prior to canstructian are the respansibiliry of t5e project
5ponsar andlor his assigned ageflts; and
3. The Spansor's Engineer is requsced to canduct inspectian and testing work and su6riut Record
Drawings and irLSpectsvn reporrs in accord.ance vvith the SCRS. _
The accepted mylars will be on file in che 2°d Floor Drawing Room af the Public Warls Building and the
aceepted `20$' Lac Plans will be on file with the plat records Qn the 1°` Floor.
SincereEy,
William A. 7a[ins, P E.
Spvkane County Engineer
llae~e W ;~dr
Gary W. Nyberg
Plan Review Engineer
cc. PrvjeccsQonsor Project File
1026 4V 8roadway aye • 5ppkane. WA 99260-0170 o (509) 477-36130 FAJC (509) 477-7655 (2nd Flaar) 477-7476 (3rd Floar) • TDD (5[)9) 477-7133
y : . ~w , i, ~~F . .
NQRTM 8~23 DIUISIOIV ~ -
~
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TD 't I~~ `j RE L 4-H4 4 ,~sL64 !
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~ • . : , . ~ j'°; ,d~ Y~i ~ -
WE'IRE SENC]1N ~ YC]LI ttac ed Lle~de,~ eparate`co~er the f[sll ifems~~'
o Skap drawirtgs ► Prinfs ii, ~I r~'s ~~i~ ti.,'~~ arn:ptes 0 Specificatiar►s ~
E, ,
- C] •~GQpy~f lett~r G•Inange arde .~x 4 '0 • ~°?~'T aC
~ .
COPIES DATE NO 1 •
. I
I I I
Tt-iESE ARE TRAAISMITTEC) aS Checked below:
0 For approval ❑ Approved as suhmrtted ❑ Resuhmrt copies fnr appraval
0 For yaur use 0 Rpproved as noted ❑ 5ubmit copies far dastribution
❑ As requested ❑ Retaicned fvr corrections ❑Return ccarrected prints
~
~eview and comrnent ❑
❑ FOR BfDS DIJE 0 PRlNTS REl'LJRNED AFTER LC?AN TO US
ReM►~RKS J
r
COPY TC]
~
SIGWEL7: n
1
PROoucr 240r lf enclosur+es aroe nrst as nvteA ►crndty notjry us ai once.
l.~
~p ~
,~i~' ~►~r~l~teezi,~, ~ttC. fl E C E I Y E D ~ ~ ~ ■ ■
N+DRTH 8623 ❑lVISl0N
5111TE B MAR
SPQKANE, WA 99208 ,
~"1~p1(ANE CIJUhITY EhJGI#+IEER Joe~~
(509) 4~57-1S51~
FAIL (509) 467-8189 n,T~ "
T°
WE ARE SENE3IN13 YC]4J~ed 0 Under separate c~sver via the faltowing dtems:
> ,
❑ 5hop drawings Q Prints fans 0 5areaplas ❑ 5pacifications
,JZ ❑ Capy vf letter ❑ Change arder 17
COPIES . . O
jZr 6t-;
~
~
~
TEIESE ARE TRAN5M1TfEd as checked be9ouv
Q For apprvval ❑ Approwed as submitted 0 Resubmit capies for apprvval
❑ Fer your use 0 Flpprnved as nnted 0 Submd Copies for distrihution
❑ As requested 0 Returrred far correctEOns 0 Return corrected prints
>
~review and camment ❑
❑ FDR BI1]S dLJE ❑ RRIfVTS RETURNED AFTER LOAN TD U5
REMARKS `
~r _
4,CwI
C[]PY TD
SIGNED. _
P~6uCT 240f H e►~cfasures are nae as rrated, kincfty r+otlfy u/ ~,Af onc ~
S#M&ne ~
11707 E S,prague Ave 5uite 106 ♦ 5pokane Vat[ey WA 99206
509.421.1000 / Fax; 509.421.1008 ♦ eityhalWspd'kanewa[ley.org
Letter of Transmi-ttal
CsV Project rPerrnit Number: site Ac#dress: VA
CSV F'rfe Numberr. Parcel J
C5V Project Alame:, f• Projecf AppEicac~t: ,
V.~ti~..~,~ -i~~,, ~4.x L. &
CSV StafF CQntacL- • F
Project Engineer:
~ Planning Buiiding
~
Cencept Drainage Plan ~ Street and Drainage Plans ~
Erosion and 5edimenf Contrvl ~ YrafFic 5tudy (Larsd Action Qnly) 0 Plans ❑
Plat! Shnrt P!a# ! BSP revision 0 Gornmeircial Bldg 5ubmittals ❑
SEPA Checklist 0 Givi! Plans S Drainage Report ❑
Other 0 Other 0
~
- F13'2 6
~ ~
~~~~1~
1 % ~
1
S F(D 14-- AI-T 1F- LI N T Y
L7IVI8I01V OF ENGIRiEERING RND RDADa A BI1,sISIQiV OF THE PUSLIC VYORICS L]EFARTh4F.Ni'
William A Jahns, P.E., County Enguseer
OC[CIbet 23, 2000
Itandell Hahn, P.E.
Hahn Engineering
8623 N. T)ivisimn. Ste. B
5pokane, WA 3920$
5UB]ECT: PE-1737 - Valley Pines Su'btiivision
120$' Lot Plan -Acceptance
Gentlemen:
We have reWiewed your set of `208' Lat Plans just submitted today. We find that the 1at plans match the
street plan mylars previously approved, and aee able to accept thern for c+onstructian.
In acc.ordance with Sectian 5.42.D oE the SCRS, this acceptance is valid until f?ctober 23, 2002. Tf
the facilities are nat canstr-ucted by then, you may request an extensicrn of the acceptarace for an additional
two years; how+ever, the plans may need tv be revisecl to reftect current stanrJarcs priar to granting the
extensian. Please note:
1, The Cvunry's acceptance of this suhmittal does not reiieve the sponsor or his agents from any 1iability
related ta partioris of the design that are not in conformance with the SCRS, or vvhich do not follow
. good engineering pracrica;
2. A11 permits and notifications nemssary prior to cQnstruction are the responsibility of the project
5pvnsvr andlor his assigned agents; and -
3. `Ihe Sponsar's Engineer is required to canduct inspection and testang work and su$rnit Record
Qrawings and irspection reports in accordance with the SCRS.
'I'he accepted '208' L,ot I'lans wi11 be on file with the County Engineers plat records on the Ist Floor af the
Yublie Works Building.
Sincerely,
William A. dohns, P.E.
Spvkane County Engineer
*A1A0Y
Ciary W. Nyberg
Plan Review Engineer
cc: Praject Sponsor
Projcct FAe
1026 W. Srvad►vay Ave ■ Spakane, WA 99260--0170 •(504) 477-3600 FAX (509) 477-7655 (2nd Floar) 477-7478 (3rd Floor) ■ 7°GL7: (509) 477-7133
VALLEY PINES
SiJBDIVISION
LOT PLANS
NOVEMBER 23,1999
;
OFFlGiAL PUBLIC DOCIfMENT rUCLoti. ~
SP(314ME C[7iJNTh' ENGiNEER'S CFFCE
ORI
PRQJECT
sUB~
~IN F~ T
LP
HANN ENGINEERING,1111C.
8623 N. OIVISlOI1T, S[]TTE B
SP[)KANE, WA 99208
(509) 467-Y 55[}
' ~ ' ~ • • ~ ~ -
_ . ,
. :
• ~ c; , , , , .
r
- ~ .
~ ~ , ° Y r ~ • •
I ~ ~ I 5 89'58`0[]°' 1N -
, 16.aT ~ i . 9550'
~ ;rA a+sQ 6a _TJ • ~20'8" swaLE , .
:l = 2456 73 f Q p ' 60Ff 0.= 2456A0
-in 4+8200 BO1TaM PsFiEA 240 5Q. FT.
iL = 205894 lYPE B OR1'WELL
`
25.0' - ' W/ 11IQE 4 METAL •
, - ~ • FRAnE ,ario cw,rE
~ • ~~M EL - 2056.00
C) ~ ~ • srn 2+95. Fr 30'
<
p ~ <
w , M
~ ~ ~
w a ~ J ~
P z
-i I = ~o
~ CL i°
~ •
~ 9 •
I '
l ~
I '
I ~ • 5 $9'58'oD" W
I ' 95 34'
~
, 5' ~
2' ~ 18' ~ 2' i 3'
I 0 ,5• I ~
Ifl.~a~
~ ~ ~L ~
OT
SWALE SECTION
NTS ~
~
~
~
Q 15 30 .50 , a 247
❑NAL~~~~ ~
~ VALLEY PINES SU8DIV1SInN ~ 0)
1 inch = 30 ft LQT 1-- BLOGK 1 ~ ExPIRES 12/1 /oa 6
z
HAHN ENGINEERING N 8623 SUITE B b1V151ON SPOKANE, WA 99208 ~
(D
r . _ , . iF •
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^9534' . . .
~ ~z
d I~ - . I ~ j~ •
~ •
w .
a
~
:p ~ C)
TYPe e oRYWEL,
w/ rrPE 4 MEr,aL
FRAME nNo cw+rE
~IM EL _ 2056.00 57A 2f95, RT :3{}' •
~ ~ • SWALE F-1
L STA 2+90~9
= 2~Sfi42 S 89*58'~70" W
;TA 2+828~ 95 1 7'
~l. = P056 43 , ~f . I
(2) CURB DftOPS-
f
w1 2'-3° oPENiN~ ~ i .
~ oRAJNAcE '208' SvALE
EASEMEhfT BDTT EL = 2455.58
ui 9pTT AREA - 750 S.F.
5• ~
2" i 2' ~ 38' i 2. ~ 3,
~ q,75'
-Ev.sa'
~ 2
SWpL€ SECTION ~ x
NTS ; v)
~
Q
q 15 30 50 ~ 6247 ~~t3 (c
I I R ~I$TE+~"- es1~ d-
lVAL
- VALLEY PINES SUBDIVISION ~
1 inch = 34 ft Lor 2 - eLaGK 1 ~ExP'REs 12/15j00 I o
~
HAHN ENGINEER6NG N. 8623 5UlTE B DIV6SIflN SPOKANE, WA. 99208 ~
~
~
TYPE B DRYWELL
W/ TYPE 4 MEfAL
FRAME AND CRATE
RIM EL = 2056.00
STA 2+95, RT 30' , ' -
' ~ • SWALE';~- F-1
130.0'
~ , ~i^ ! , -
rt
L srn z+eo~s42 ~
2056. ~ S 89'58'00" W
~ i . ~ .
TA 2{N.89 95.17' .
:L = 2056 43 ~ : j~i ~j ' ~ I • (2) CURB DROPS-~ 4.0 , \
W/ 2'-3" OPENINGS ~ p . \ .
~ I oE ` 208" SWALE
I~ EASEMENT BOTf EL = 2055.50
pOTT AREA = 750 S F
I~ ,Y
0 0 ~w ¢ 3 ~
I o ° jm ~ °
~ I~ :o
J
w IM Uo
J I O . O
n I~ ~M
LL
( ~ I ~ I •
S89'S8'00"W
95.00'
~ •
~ Lo I •
~
5' ~
2' i 2' i 30' i 2' i 3' ~
I ~0.75' I ~
0.50'
1 L ,NN ~ 1 WA ~
F
SWALE SECTION
I~ "TS
F-
0
Q7 J
a ils io so ~ ~2g24~ ~
TF,n''" ~y
SI~NAL
VALLEY PINES SUBDIVISION 4D
o
1 inch = 30 it. LOT 3- BLOCK 1 I EXPIRES 12/15/00
O
,Z
HAHN ENGINEERING N. 8623 SUITE B DIVISION SPOKANE, N/A. 99208 ~
~ 13LJ
5
3' i 2' ~ 23° i 2- i a'
I I T~0.75' 4 ~ ~0.50' h 1
Y ~ ' `s ~ ~Aµ _
, ~ . - •
SINALE SEGTiON
.a~ - . -
~ 13TH Al1ENUE - - ~ a; tg t2TcuRa DRoPS - - rSWpLE E- 3
Y1/ 2'-9' OPENlNGS
iYPE B QRYWELL
v a n ~ n Wl iYPE 4 fAEPAL
~r" t:+ d~ cl FRAEdE AVO GRpTE
~N-_v ~ RIk4 EL, _ 2056 06
5TA 3+00, LT 18'
5.0' rrp. 1 95 Oo' (+nMi~~LE)
oRAk,adE I o fi 1~ Ci} CuRa aRoP
EASQti1ENT I t\\\ ~ . { ~ ~W1 3' OPEPfING
W~7YPE 4~ AL Li 11 0 1 11.0 r$7n 2+90~g ,
/ . SWALE (ti el = 2056 47
FR~4ME AHD GRATE j a~ ~
. , ' .
RIM EL. - 2054.60 . • • , • • 9BTF EL a 2034.Oa• • • . . . . ~ I _ `
SFA 15+52, RT 30' BOTT AREA = 484 5 F • ---23A _ 4.0' ~
I (TMP) <
swALE E-2 9 I 0
'2011' swAr.e 1-
~ B[}T°I' EL = 2055.50
BpTT AREA = 604 S.F.
o. • ~
❑ ui
~rr . V)
N ~
~ ~ ~ J
~ J ? I El-
z • m I L n-
~ -
• ~ I
N 89'58'00" E
1 116.00' ~
ui 5•
~
! 3' , z' , 22' ~ 2• i F,
I ~ F-fl 75"
~ ~
y~ I ~y qF
bs ra ~
1$ SWALE SECTION E-2 ~
NTS 0
o 15 30 so 0 8247u:)
! I G lS~ t-
VALLEY F'INES SUBDIVISION ~ONAL
i incn = sQ ft LOT 9-~LOCK 1 ~ExPIRES 12/15/00
~
~
HAHN ENGINEERING N. $623 SUITE B DIVISIC3N 5PCIKANE, WA 99208
~
a
. ~
~
W Q,
~ s'
3' ~ 2' , 26' i 2' ~ 2'
~ I r- 0.75' I I
2 '
SWALE SECTION E -;1 ~ , .
~ e►~a
. . , .
.
~U 13TH -AVEN U E ~
o n n - - n e~ vc - -
~ Ln ao ul w
~ (z) cuRe oROPs
(3) CI RB DROPS- tQ t'2 N W/ 2'-9' OPENINGS
w/ a'-a' OPENINGS SWALE E-1
,-SWALE E-2
.
96.00' 5.0, 7V.
~ i'
U ~c DRAINAGE J I N'N\gTA 2+950Q EASEMENT \
l= 2056 00 i Y P E 8 f t Y W E 1 1 J I-
W W/ TYPE 4 METAL L ~ 11.0 ~ 11.0 i
\..*208" mFRa~tE l+~D GR9~. . . O a.o' RIM EL = 2054.50 SWALE
~ (TYP) '208' SWALE STA 15+52, RT 30' BOTT AREA 2054.00
S.F.
I • BOTT EL = 2054.50
BOTf AREA = 590 S.F.
- Y
~ ~W lo ~
~
~ ~ I ~ •(n o.
~ 00)
N O~
I ~ o O (0
D • J ~ 00
I~ O
m
Io •o Z
N 89'58'00" E
1 16.00' I
I '
5 .
~
~ 3' i 2' , 22' , 2' , 2'
rl 0.50' r 0.75' I
1~-~ ~ I ~ 1 ~pti OF wa
, g 0
I~ SWALE SECTION E-2 U)
NTS .q o
247 ~
0 19 i0 60 l3TP+►"'~~1~ _
VALLEY PINES SUBDIVISION I~NAL ~
1 inch = 30 [t. LOT 10 - BLOCK 1 1 EXPIRES 12/15/00
0
z
HAHN ENGINEERING N. 8623 SUITE B DIVISION SPOKANE, WA. 99208 0
3:
0
~
~ 3' i 2' 2' ~ 2' .
p I r 1.0' I ~ .
w I .
7j } _ • - ,a:
t• .
SWALE `S,ECTION°. G.=2
, ` rrrrs . ' ' • ' TYPE B DF71^NELL
W/ TYPE 4 METAL
FRUAE AfVQ GR,4TE
~~II~lJI R4M EL. - 2055 75
~I 13T H IdlVE I Y E STA 13+83.54, FsT 32' (13th)
P; m '
r-o
(2) CURB 6ROP5 (1) C17R6 DRflPS + ~
W/ 2'-9° OPENINGS Nff 4' OPEPlINGS
~a ~~~I~ SWALE C-3
T- 1 CJS 50' - ~ z~ CL1RB C1RS]P5
~ . c_~6~I 4,~-~ ~ ~-L W/ a'oPEr~iNGs
I
~
~ 7.5' ~7 EP sta 217a+RS56 00~
1 i}'
"208" SWAEE
84TT EL. = 2056.00 SiA 2+87 00 ~
8417 ee~IRREA = 225 S.f~ . . . • • • • • • • • . . . . • • • • • -Z I j Ei. = 2U5B 22
. ^
"208" SWALE 4 S]'
~
p ~ BOTT EL = 2455.00 , (TYP)
66TT AREA = 844 S F ~
~ 17 . I ~
o (D
Q-): V), 0 ~
~ J w
0 5 89'07'03" E m
z 125 51' 0
ry
~
W
' ~ ~ ~la]
3' i 2' ~ 31' ~ 2' i 2'
~ ~0 5p 1
6~ ~
SWALE SECTIDN C-3 ,
NTS a
-j
~
° 'i 3° so ~0 rs~ ~
G
~13NAL _
V~,LLEY PINES SL1BaIVlSIQf~ ~
I inch = 30 ft LDT 17 - BLOGK 1 IEXPIRES 12/15/❑ ❑
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C9
HAHN ENGINEERING N. 8523 51.11TE B DNI510h1 SPDKANE, WA 9920$
~
0
. ~
~ 5' ,
3' 2' 15' 2' ~ 2'
,r . r•~ . .
4^ f` •
SWALE •SECTP01~ -C-2 -
Mrs
SWpLE G-1
! • - ~ .
13TH AV EIVIJE, nr ncs
I (2) CURB DRfiPS
~ R Wr 2'-9" DPF~EINGS ~ n a n o
(3) C11R8 DiiOPS•
Wl 4' OF ENINGS
i ~ 79 10° 4 ~ I 5.O' 71'P.
EL = 205913r
I EL = 2~59.4p ' I 7.i' A-1
SWALE C-L
~ 51 ¢ ~ 7fl5953 ~ BQ7T EL2i~82Q 6.Q ~ ~DRAIMacE
. . . . B~'iT ARFA a 22~ S.F.. . .~I . . , . EASEMEM'
"208" SWACE
sorF EL = 2058.00
C) 8OTT ARER = 590 S.F.
< CN ~
I ~
11
1
~.1.~ Ci.l ~ ~
cn
I ^
ou w
+ [!1 C7
1
~
Cil- I~
W ~J . ~ ~
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IC3
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~ I • as
~
I a' , z' , as' ~ z, ~ z-
I I r 1.D' I ~
W
SW'ALE SECTIL]N C-1
NTS ~
0
J
p 15 30 sv 6247
I I I I 14~ 't d'
a (JNAIu
- 1{ALLEY PfNES SL1B[311AISIQN 96 0)
i incn 30 ft. LQT 18 - B LQC K 1 ~ExPi RES 72! 1 /00 a
~
HP,FiN EhIGINEERING N 8623 SUITE B DIVISION SPDKAiVE, WA. 99208 ~
~
' - ~ • • (3) CURB DROPS
W/ 4' OPENINGS
oO • ~ J
° o , •
I
208' SWALE I
BOTT EL = 2059.00 i B.5'
BOTT AREA = 462 S.F.
r.
i j
TA 2+ SO J
' ^ EL = 2059.92I
S 89'58'00" W STA 2+6050
1 15.10' EL = 2060.0
j ~ STA 2+52 50~
EL = 2060 16
; ~ --~4'~
DRAINAGE ~ \ I
EASEMENT I
• ~ ~ `-SWALE A-1
o • ~ o
Z I (0 o
co 23 m~ W o
N N
Z~ ~ I LL
o• ~ ~ w ~
J
z ,
m. ~
p• p I (.L
~ I ry
S 89'58'00" W . ~ w
~
1 18.42' • ~ -'o
. ~ a° I
s'
~
I 3' i 2' ~ 18.5' i 2' ~ 2'
- I I r-0.75' I ~
SWALE SECTION A-1 ~
0
V)
H
O
0 15 30 60 ~O 19 4TE►~"-
VALLEY PINES SUBDIVISION I~NAL ~
1 inch = 30 ft. ~ ~
LOT 23 - BLOCK 1 ~ EXPIRES 1 2/1 / o 0
z
0
HAHN ENGINEERING N. 8623 SUITE B DIVISION SPOKANE, WA. 99208
~
0
° z• , o _ ~ ~ ; '
' • 1•-+ r k I- a
r I , ~
S 89"58'00" W . I •
1 17 79' • { -
F
m' !J
W~ I
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~
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. 3} CURB C+ROPS
C) 24
~ I 00 W}' 4 OF'ENINGS
sD ~
00 •
. I
208 SWA1..E
BQTT EL ~ 2059.00 007r AREA a 462 'F ~
EL= evI STA +5B 50 0
S €39158'C~(~~~ W ELk = "2 ~U9 118 1D`
STA 2+52 SU j ` ~L = 206616 cj~
- : - i --~~4' ~
a-
MEMENr ~ I
LO ~SWALE .
A-1
w i 5'
~ 3° i 2' 18.5' I ~ 2' 2'
~ I rD.75' I
m SWALE SECTION A-1 ~ 0
""S o
p tl 30 69 ~0 f5 4~
~0MAL
VALLEY PINES SUBDlVISION to m
1 inch = 30 ft LOT 24 -BLOCK 1 ~ EXPIRES 12/1 / D p
z
0
HRHN ENGINEERiGVG fV 8623 SU1TE E3 DiV151ON SPOKANE, WR 99208
~
~
(3) cuRe DRaPs
' - ~ Wl 4' OPEMINGS
, %
, • . _
- "208"° SWALE ~
BUTT EL a, 2056.5(1
BOTT ARE4 = '294. 5 'F
57A 4+40 5~}
~~J/'~/ f EL = 2057 42 ~ .
S 89'58'{3D" W 4- ~ sra 4+32 ~
~
1 17.48' ~ EL = 2asi.5a
~ 5JA 4+24 54
'
14~ ~ EL - 2057 59
~
DRnI NAct ~ I
EA.sEMeNr b ~ e
. Ln
I ~ SWpLE A-2
o
Q .
~ 25 z~ ~ ~
I ~ Q
V): ~ ~
~
~ ~ I
m• Z)I ~
9I ry,
S 89'58'00" W . ^I w
~ Q-
1 17 79' : f
I ~ ~ I
w 5'
~
3' i 2' i 19' i 2' i P"
r 0.75' ~ I
SWALE SECTIC7N A-2
NTS
~
m~ 0
a
`O 7 Lf)
fl 15 30 6fl ~
rs~ ~s-
VRLLEY PINES Sf.JBDIV151~JN NA~'
1 inch _30 ft. LC7T 25 -BLaCK 1 ~ ExPIRES 12/1 / D ~
z
CD
HAHN ENGINEERING N 8623 SUITE B DIVI510N 5F'OKANE, WR 99208
~
❑
.'a ' •
5 $9'58'[]C5" W
1 17 '~~7'
~I
- Li{ ~
Z. ~
o, ~I
m: ~4
C:) 0
2[] o (31 CUiiB DRaP5
~
~ W~ 4' OPEMIWGS
~
~
• I
°2(]8" SWALE ~
BOTT EL = 2056 59
B(1TT ARFA - 294. S.F. , C-)
. ~ STa 4+44 SD ~
aa I EL = 2057 42
s 89'5$'(70" w ~ra 4+32 54_1 J w
f ~L = 2057 50 2
117 48,
,
5~r
~ A 4+24.59
4 ~EL = 2053 59 (Y
~ -
Li
orwaraAsE ~ I
W~ENr b I
4SWALE,A-2
uj ~ 5'
~ 3' 2' ~ 2' ~
02 x
c.~
SWALE SECTIDN A-2, °
rrrs 247
sa Q I9'SF~"
VALLEY PINES SUBdlllp510N jD ~
1 znch = 30 ft. LOT 2~'7 -BLOCK 1 1 EXPVRES 1 Z/ 1~a .~j
~
. HAHN ENGifVEERING N 8623 Sl.lll'E B❑IVI5IQN SPDKAiVE, WA. 99208
W
~
lal
3' ~ 2• I 6 5' I 2f I 5' I
t ~
k r a.80'
LO'
2 . • . • , , • , . . .
,
SWALE SECTION_.A-4~
SINALE A-4 (a) sIaEwAwc iNLEr ~ ~ . . s-rRucruRes SWALE A-3
W/ 4' ORENINGS
` - (3) CLJRS DROPS
• YV~ 2'-3" OPENINGS
_ E 8 ❑ +i'Yw~L _ " • •
TYPE B ORYWELL iYP
Wl TYFE 4 MfTl1L g41 g~ 'tY/ 3YPE 4 METRL .
F'RAME AND GRATE FRAME AVQ GRATE ,
RIhA EL - 2054.00 RIM €L = 2055 54
STA i o+i 7, irr 30' STA a a+ss. irr az' T H A11 E N U E
W N ~J
. • ~ 7. , ~ J.J I 1 r. e • Q- I
C)
~ORAINRGE TA45+84 5{1
"268" SWALE ~ ~ EP SEµENT 0. = 2055 95 L.Li
BaTT EL = 2053 50 I . /~j•"~/%/, STA 5+15 56 Z
BaTT AREA = 217 S.F. . . . . . . . . . • . . • . . . . . . . . ~ EL = 2056 61
"20B" SWAtE~ = - - -I - - 4'
gO1T EL - 2055.[}0 • 27' LLJ
~ BOTf ARE4 = 543 S.F. : I a-
~ QRAINAGE EASEMENT ~ ~
27
• ~
• ~
s 89•58'00°' w
• ~
117 17'
~
~ 5'
~
3' i 2' i 27, i 4' 2,
~ I rID.75• 1 G
, a.sa' WA P
7
SWALE SECTIDN A-3 0
HTS J
4
~
0 rs ~ sa C7
oIVAL
VALLEY PINES 51.1BDIVISILN ~b cm
r incn = 30 ft L07 27 - BLOCK 1 ~ ExPiRES 12/~ / ❑ Q
~
HANN ENGIIVEERING N. 8623 SUITE B DIVIS1C7iV SPOKANE, N!A 99208 CD
i°
TYPE 8 DRYVYELL SWALE ~B=-.1 w/ rrPE a MErt~ - t= H
~E rwo cw~~
RIM 0.. = 2055.50 0 ° •
STA 11+90, ~ 32' 12TH AVENUE
'208' SWALE . .
80TT EL = 2055.00 '
BOTf AREA = 490 S.F.~ \
°IF
a "
.
0 ~a • . f , ~ SIDEWALK
~ 64.14'
~ ~ f8 ~ -I
(2) CURB DROPS_ 7pss9o ~
W/ 2'-3' OPENINGS
W 5~A k~'r5g5 ~ / ~ DRAINAGE
EAS2MINi' . . . . . . . .
~ I -1 -24.0=
5.0' TYP.
W I ~1
I , 3
°o I • + b
0
I O IZ N
~ I W 'pO ~
• N Z
~ • O
I ~ , m
O •O
I I^ I L
• N 89'58'00" E
' 84.14'
- - - - - - - - - - - -
CL-i ~
5' ~
2' i 2' i 24' ~ 2' i 3'
I I 0'B 0.50'
r Og W
V)
SWALE SECTION B-1 °
0 15 i0 60 ~ ~ 247 41) LC)
13'1'E~'-
I0
NAL
VALLEY PINES SUBDIVISION 0)
1 inch = 30 ft. LOT 1- BLOCK 2 I EXPIRES 12/15 00
0
z
HAHN ENGINEERING N. 8623 SUITE B DIVISION SPOKANE, WA. 99208 0
3~:
,c
..SWALE J-1
rrPE e oRYvELL . • _ : . _
w/ TYPE a ~~r~. • ~ . - - . -
FRAAdE RNQ GF2A7E ` . • , ' . . RIM EL = TD5S.flt1 `
srA 13+20. gr 32' 1 2TH , T • AVEN'L1 E ' (1) sapEWnuc iNLEr
- ~ ~ : ~I~ • STRl1CfllRES
. , ~ N
W,f ~~~~NG5
Ln ` ~ n ' • -
a • , • • i 510F~~K
87.45' c 10' UTILITY ASEMENT
5.0' lYP-
DRAIrwcE
En,s~Errr j~ 30' BUILCIING ~SET$RCK . ` ' • ~ . • i~ ~ '20B' SWALE
6flll' EL = 2055.50
~ Bf]TL AREA = 352 S.F.
0
uO
LO
N ~
O ~
C7 ~
4
z
87 10°
83 so' ~
~
~
p 2' i 3' 1 22` 0 3.5' e 5'
0•50' r' ~ I ~ L'L c
aF ~
~2 ~ • ` ~
] o-y a
E~ N
~ SWALE SECTI0N J-1 0
NTS e247 ~
p $5 30 60
I E f ~IS~
VpLLEY PINES 5LJBC71Vi510fV NA'L
1 'ncn = 30 ft LOT 2 - BLOCK 2 ~ EXPIRES 12 1 /d0 a
~
HAHiW ENGVNEERING N. 8523 SUITE B DIV151(7h1 Sf'DKP+NE, WA, 99208 ~
~
0
------1 87.10':~ , - ~
-------1 $3.60:".. _ -
• ~ ~ + • ~
k• .
~.1..~
0^O ~
P O
~ Q O ~
O ~
0-
Q O Q
U) ~
SWALE D-1 0
V)
~l
. . 10 D' ~ , , _ , , 30'. BUILDING. SETBACK. . . . .
208' SWAI.E 5.0 ' . . . . . .
BOTT EL = 2056.25 l
Y
80TT AREA = 200 S.F. 1 7777-7-
_ I° _ _ _ 10' UTILITY EASEMENT _ _ _
iN 83.25'
~
- •i ~ i_ r i
O c~ N ~
N N (2) CURB DROPS
n u W/ 2-3° OPENINGS
J
13TH ~ AVENUE
Q:j ~
. ~ g' i ~
2' ~ 2- ~ I 20' ~ 2' i 3'
a.e~ ~ i
(/~~'j ~m
1 ~ .~/NN.VAINNNNAINN.f/.~~ ( ~ O~' ~1 G
SWALE SECTION D-1 F-
NTS o
~ J
o is 30 so 247 Ln
SIONAL~G~~ 2
VALLEY PINES SUBDIVISION rn
1 inch = 30 ft. LOT 4- BLOCK 2 ~EXPIRES 12/1
O
Z
0
HAHN ENGINEERING N. 8623 SUITE B DIVISION SPOKANE, WA. 99208
~
0
,
N 89`58'0O'~ E
' 84 1 4' • r~'~;' ; • • '
r ---.----a _ ,
. ,
f ; .~i,~~,~~ , `w~ .
• ¢ - -
W •m
m . ~i
w
[n cn
• ~ w
0
C~ .
•m
I~ ~'0 LJ p~
I , C7
LO SWALE G-1
~ .
I '208" SWAi..E
BLSTf EL = 2055 25
l ~ BDTT AREA - 200 S.F. ~ 7-/%1-
~'7~, - - - - - .
6414'
a ~
' ta} cURa oROPs
ir n W/ 2-3"' 4REJVINGS
- - - W LJ
1 3TH ~ AVEN U E
5- 4 ~
2' I 2' I ~ 20' I 2' I 3.
SWALE 5EC1`ION D-1
Nrs o
J
4 1I li7 60
I~ ~~A.~~ ~
~G Z
v~,LLEY PiNES SuBDIvpSio~v ' ~DNAL ~
I inch = so ft LOT 5 - BLOGK 2 1 E?CRIRES 12/1
~
HANN ENGINEERlNG N. $623 SUITE BD111151dh! SPOKAfVE, WA. 99208 0
r)
12TH AVEN~U,E (2) SIDEWALK INLET
STRUCTURES
. W/ 4' OPENINGS
S~ „
` + ~
"208" SWALE T T- ,.,-TYPE B DRYWELL
1 / W/ TYPE 4 MEfAL
BOTT EL = 2050.75 "
BOTT AREA = 1225 S.F. FRAME AND GRATE
- ~ RIM EL = 2051.25
` ' " ' e • a , . , ~ ' . . ~ STA 5+94.00, LT 35' (WHIPPLE)
74.68'
w
110- (3-
~
C I~ r STA 5+81.,5q_ (1-0
EL m 2053 4!
~ . . . . . . . . . . . I , STA 5+73.50
0. ~
' 2053J i
L 38.2
. I (3) CURB DROPS
. I W/ 3'-6' OPENINGS
o \-SWALE H-1
°0 1 : I
° • I °o ~
• I
' I
• I
. ~
' I
N 89'58'00" E . ~
I 94 95'
. w
~
2' '2' ~ 2' i 32' i 2• i 3'
i ~ ~,.o0.50~ i ,
1 ~
' ~ . '>,~,.N,.,;~z~~'~'
~ 0~ AA~I
I~ SWALE SECTIO ~ H-1 ~
r Cf)
~
A7
247
0 15 30 60 J
~`v ~
I I I ~1
SIONAL
VALLEY PINES SUBDIVISION
1 inch = 30 it. LOT 1- BLOCK 3 1 E;CPIRES 12/i /0
O
z
HAHN ENGINEERING N. 8623 SUITE B DIVISION SPOKANE, INA. 99208 ~
~
,o
, L . i '
94 95'
, - ` ` - • ~ ' ' ~
. . ~ . . - i ~ .
~ , ` ; . , • ~ • ty~ p • ~j . " ~ C,~..7
~ . .
V) • ~
. 4
I
~ SWALE D-~ '
'aas' sv+ruE
s, , so a. 80-R E. = 2054.¢0
BOTI AREA = 900 1 5.F
TYPE B CRYWELL ~
j W{ TYPE ~F i~ETALE
I FRAME AfYD GiiP,TE°
o I ~ Rlkl EL, = 2054:5f3
- - -STA 4 $+t)4:()6, LT 30'
INSTALL GRASSY DfTCH
SLUPE❑ DOWN FR4M CuRB 75 23' ~
OROP T4 SWALE 0-2 ~
(1) GURB ORi7PS,-///
W f 4' OPEMINGS
13TH AVENUE
s' ,
a, ~ 2, ~ 2.
i ~ a.5o•
~
SWALE SECTION D-2,
E~ NTS
~~7
UD
Q 15 30 60
T.t
3:
~
VALLEY P9NES SUgaIVf51C]N NAL
7 inch _30 tt LDT 2 - BLUCE'i 3 I ExPIRES 12 t 0 Q
~
~a
HAHN ENGINEEftING N 8623 SUITE 8 DIVI5IDN SPOKANE, bVA 99208 ~
~ r 5• ,
3' , 2' i 26' I, 2' i
f I ~ r-0.75°1
~
. , . _
. ^ • t
SWALE SECTgDN- E -.1„ - ,
• - : : - •
r
• - , _ ~
13TH _AVEN U E
~ § (z) cuRs nRo~ I;
(3) CI IR9 DROPS.F. SV~ALE E-1 p a~~ ~N W/ 7•'gr OPQVINGS I4
w1 4'-3' OAENINGS ~ 4~~ ~ jSWALE E-2 1
96.00' s.n"- Typ. I ~ ~ I#
I~
0 - - - - - - - - - - ORAIryAGE I ~ ~ .
~ EIl5~~klEFrf
• k f
~ ~
~sso~ j~~E a~~ L~ ~ - 054.50 . . . . . . . ~+v Q~~. . . . . . svrw~
Q 4.0' 20S~fq ~ 52?RT 0 B~ 3 454 ~ F.
I~
~ ; • 208" 5W+4LE ~
BdTf E. - 2054.90
BDiT ARFA = 590 S.F.
~ Iw 'tcZ3 ~
-°0)
~
~ C) .
~ z
I;~
~ P `FI)
N 89`58'00° E
116.CJ0` ~
, I
. ~
5'
~ 3' ~ 2' 1 22' 2' ~ 2' ~
~ I
-r 0.75'
~ 0.50' I ~ , w og w
l^
L 1
SWALE SECTIL3N E-2 Q
Krs 247 wLr)
p tS 30 60 ~ IS~
I~NAL 2:
VALL.EY P1NES SUB[3MS1ON op
I mch = 34 ft LQT 10 - BLOCK 1 ~ExPaR~s 12I 15I00 f o
z
HANN ENGiNEERING N. 8623 SUITE 8'DfVISIUN SPOKANE, 4'VA. 99208 ~
~2e~,vEr~ pLAW r2ELEAcOE `~~~~~17FAL..
.
.
L[,7CATIC,31~~ ~u5
0 1101(1 periiills • ❑ Invesl6gallnn Iea
L-1 Isstiie liesisElls C1 Re•inspectiUiti {ee
i,:} t_.calacElilo>is • L7 OIlier
CC]MME14TS RA&* Oe r.ii64 LIS _ leaAsLi IA4>1(4,4j
WWUX.~ OiL T@ S".
By Dale ~ IC, I
~ Hahn . Fngll~+~&r~]~g i Inc-...'
. .
, Prvfessional Engnneers and Land Surveyars ~ • - ' _ , . • . ~ - ~ .
Nvrtlrpn:rzte Office Bualdirrg ,
' . • , ~ . ' , " ' _ - _ . . ' - , ' 605 E Hallaul Aver3ue • .5uite 112
. - ' , . ' - ~ ~ , _ • . ~ ' ~ " . ~ ~ ~ , S,pokane, Td'.4 99218
' ' - ; , ~ ' . ~ ~ . . , - , : - . . ~ . • ' (509) 467-1550
. ' F~ (509) 487-$189 : - -
• ~ FBl7tl.iaT]I 23, 2007 , , , , . . . , . - • , , - - . _ .
' , ~ . ~ ' . r, , " , ' ' ~ , ' .
Mr. Tohn Hoirrran,
' . . . City af Spukane Valley
' ~ . 11707 E.`Sprague Avenue ' ~ _ . ' ~ - ~ ~ . ' • , ~ , .
' Spokane Valley; WA 992K F '73
, , . , , . . .
12 ~
; . e: ~alley Piries' ' - . ~ : - . - ~ . , - • .
. _ ~ C~ur File No. 00-183 ~ o L [9
~ - L)ear Jvhn:
Ptease f nd enclosed the final Record Drawings and,Geotech repa;~-~s for the abvr~e referenced_
- ' - proJect for yeaur, accep#ance: ' ~ ~ , . - . , - ' ~ • '
~ ~ . - , _ • ' - , - . , . _ , ,
jthin this_packet are asL~follows: , . . . : ' _ • . - " ~ . ' ' ,
The- items,included;w
~ • " . ' , • , y Myla~ Re~ar,d I~rayvihg witls zertifications;„ , '-x: ~ , •P _ _ - ' . . .
GeotechnicalaTestirig and F1eld repnrt's • ; -.~f. 3 r ~ • ~•l,, ~ - - - ~ , ~ _
- It is my understanding that this will camplete the'as-burlt submiftai process and all restrictions •
exeept for warranties will be removed and the baiid released'. _ . ~ , ~ - ~ ~ ' . _ •
AIl as-built infarmatian including mylars and geotechnical information far the sewer within this
project has been forivarded fa,Spokane Caunty and accepted. , . . . ' .
Please contact me if any atems.are still left outstanding and T wilt address thein immediately. '
Thanlc you: ~ , . ~ , . • _ . _ ~ , ~ , ~ , . . -
~ • ' Very ttuly yoUrs;
' 4 . . " Hahn_ Enganeering, IFnic. _ . , . • ~ - , • ' . - - • ' , • ,
. - ~ , ' ' - , ' ' " , . ' , , ~ •
andell G. Hahn, F.E., . . ~ • ; : ~ , ' - ; - : , ~ . - - ~ - ~ - , ~ Presiderit ~ , ' . ' . ~ ~ ' . - . - ' r ' _ . • . '
Encls: ~ - - ' , ' ~ . - . ~ , - ' ~ - " ' ~ ' • ~ = ~ ' ~ .
as-bunc cers lec
•
- RECOl~D OF PROJECT SITE 11lSIT
~'~(3 ~.Il~@~ GEF FM8 KLMhff
(NON-INSPECTiOM) 7727-002-01
(~*eGBAglilbltTS - GiffOrd Pro4ot Bals:
523 Eas! 8ecoad Avenne
Sokaae, WA 99202 Va3lay Pines Estafes 7l25103
(509) 363-3125 owrw. u~ Repon Number:
Lec Csmmcrrm 3
. C!I fKCd Rim. nt#Im LoMMM: rirtm stuea id -19& Pemdt Nu[nW.
DaVd ThatT1p8011 & Wh1pplC R.~ Spokentr WA 1.4 haurs
_ AGemEngincers field reprresentative visited the prnject sice vn this date in order to perfoam the •
following task(s), in accordanae with vur special inspectian and constructian ❑bservatifln
GOI1tSaCt:
Cntleet sail samplesfor labnrata►y analyst&
~ Re#rieve concrete test specimens cast on 7124/fJ3.
Aftend a projecx meetdtig.
❑ Perform uscfiedured inspecdo►a, whtch was cancelled or the work waa° not ready. The
anspecdon visit rves made at the reques1 o, f Of
, for the purpase of inspscdng
.
The r'rrsspectron: ❑ wus not rescheduted at t.1iis nrne ~was rescheduled, far Qther: .
NDTES: ~
'rRw repon pmam aonbne formed aa e rmK ot wr o6sarvsWnr and Eoda ~ I~ r~lal~ to spwl~l Insa~Iorr inQ omtUUCW rxnWMq w1thb au sutlpAad rvepa of
aarvloaA Ths pn►s~w cvd aotlvikEa d our +aprronmbvr on th ln na +uay ~av~ a~sY mnvsetar nl hh oWba~n ta xrkh M aaa+aW almr ard ep~6n4 end
apDliN6a a6daz tlvnuAhout ihe duraflo of !ha Pmjad Oue waic daea rrot fttJQe 4uG~~. &wMG or usbU" In CIe pufWmarm of dia aaIef amrk or 4ho Gontnetat, a
im~ay~a ~r ~erros, c7u~+hm enll nat ~ rr~ponslh~ 1or~i4 0► r~te ee[ety en ~n~s pm~.
USiNbLltjt]rt: Z.CC CBmPItmI1
RevEewei by: Title: r~r c a f ~r'r,
'
~ .d 6960'aN •3u,~ uoiIanalsu4o lasasld ~"dLG:6 £OCG '9 '13q
. ~
'FIELD REPORT
Geo Fngi1,ee~ 7727-W2.01
P1g*t Palo,
Ge-olugiaeera - Gtffard Va3tey Piues Bstatea 7128143
SZi East 6ecand Aveaua
Spokane, ''A ~9~D~ Dwnar. Royw! Humhar
(309) 363-3126 Lee Carnmeran 4
Pnpired ay: LaeaSl= Ar+waL Ppp
Ran Martinu " 1P & Whippke Rd,, 3pvkeite, WA 7:30 a.m. Pago I of X
Purpon af,+bt w..tli,ar. L%perom; -PamttNUrrtor.
C:O41L'i'ete Te3tiftg C1CaL, SSaF NA
I al-rivcd on site at the requcst of the canixactor,
]im Johnson Concrete Co. placed 20 cubic yuds of caacrete rnix number 321132 £or the sitio«+alk loaated on 12tb
Ave. Approximately 440 MCar fect of sidcwalk was placecl. Goncrete wag supplicd by Central. Pre-Mix and
p1aced by chute. I sainpled the second load and mede one aet of tos# cylinders to nWrosan# •tcday`s pour.
Gylxnders wero Teft an aite far initial cure.
~ Cancxete Infarmation and Field T'est Results: ~
Supplior; ~ Central Pre-Mix ~
Mix a~igrL I 321132
8~~h ticket nQ,; I 147287
Load size, yards; I locy
Slump (ASTM C143) ~ 5"
Ai1' C.ontent (ASTM C231) ~ 4.1%
Concreta temp (ASTM C1064) I 74°F ~
1L,)nit weipt ~ 137.3pcf ~
Additiarcs to load: ~ Noao ~
F aotified the praject superintendent of my test resuLta and ohservations befare ]eaving the si#e. Tn my+ opinian
as GeoEngineers' an-site representatiwe, tho work I obsarvsd ttaday, with the axception of any deficiencies
noted abave, oonforms tQ the prajecL dnc€xments aud appD'zcable building eadea.
7hls rapart prmrrts o*tcrn fwmed u e mmuN of our abeervetloffi vP aotVitlaS mlA11np io pwtaoFvffvA ar#marhng6 Wa Ml}r rn 4he aonllrstar !o oom¢iy xVri " ,#w MA q=MCOtoN
thrughmt the durMn et ft profad ImEpav9+ro oFlFro M3er3eA o1 our mAreser+tawa. Dur wmlc dnes fm irrduCq eupervlehsn or dbeeft aP the acbW wvrl[ of dn wrti~v6or, hli
empoyessor aperds. Our ttrm wlOrtot 6a respcneNe inr Pbor alleaeety on Ilds ProJm,
At#aChmaMs, In-Plare denaity Tvst Resulte,
D1strlGutvn: Lee Camrnem; Spwkkane Connty
Reulewed by, Slgned:
--v --A , rnr _
£ 'd Eg60'ON . o uI uafjona~su~D PsMd PIZ:6 COOG 1 'PO
F.lLi~D RE.C O,l\T FIM Num6.
Ge0 ETlgineQ,rS 7727-002-01
project Dete:
GeoEngtneers - Gffford Valley Pines $states 7/28/03
523 Taet Second Avenne
Spokane, R'A 99202 °"'"w. a'port N`""ber
(509) 363-3125 Lee Cammeron 5
aroEw,ad oy: wc.don, AMvd• %9o
Chuck Sahagian 12t° &t Whipple Rd., Spokane, WA 11:50 am Page 1 of 1
Puryese ot vte1C weattur, DapetWn: PorMt Numb~r.
Asphalt Densiiy Testing Clear, hot 1:00 p.m. NA
I arrived on eite to perform asphalt density testing with a CPN nuelear densometer.
The south lano of 12`b Ave. from Union St. ncarly to Whipplc St, hsd been paved thxa morning with class A
asphalt conczete by Inland Asphalt According to Steve Sprankle, the Inland Asphalt quality control person on
site, the Rice density valuo of tlie asphalt was 153.0 pcf. Using this value, 8 densometer tests were taken noar
the eenter of the lane at random, locati4ns. All 8 exceeded 92% of the Marshal density value. Approximate
locations and resulta are listed below.
-About 50 feet from the weat end- 92%
-About 100 feet from the west end- 92.3% •
-From the center of the Perrine St. interseetion- 93% •
-About 200 feet from the west end- 92,4% •
-About 300 feet rioza tb,a west end- 95.9%
-About 400 feet &om the west end- 92.6%
-About 150 feet &om the east end- 92.6%
-About 15 foet from the east end- 92.1%
I uotified the project superintendent of my test results and obsezvationa before leaving the site. In my opinion
as GeaEngineers' on-site representativa, the work I observed today, with the axception of any deficiencies
noted above, conforzns to standard pracrice and applicable building codes.
TAIa recart waattt oplnbr» fomW b s rowwil ot our oDnenretinns at edlvhbi nlatln0 to OeokdtMOtl eioIneerinp, Wo toly on tlhe wnbndor tn eerOy whh Ihe piara and tp~d~s
yuoug~teut the duretfan ef the proJset frraspeetlue d tlie p»iafa of our roA~m~ve: Our work deas rml hduQs auDmvlelon ar 6trection of Uu soQ~l worit at ths emurador.Nt
employaei or tOtm. Otu Mn vm tlot betrwnclDle tar1oD oc eCe eafnty an thb prOlw.
Attachments: ln-Place density Test Results.
Distributi0n: Lce Cammeron; Spokane County
Revlewed by: ~~4~ 0, ','3&Ao_ Signed:
I
~t 'd 696D'oN •3ul u01P"Isu00 IosJaid~W'dIZ1 £0N '9 '130
RECaRv oF pRoa Ec~r SITE vaSIT ~4 ~~'S OEf F3re Numbsr.
(NQN-IMSP'ECTION) 2727-002-01
Geoftgtneers - Gfffard PNG= o.y.:
523 Eaet 8econd 1►venae TI291(13
3pal~srne, WA M42 Valley Pines Esta.fea
(509) 363-3125 Qwr%we: Qw Rapmt Numbor
I.ec 'C.srrimcron 6
S3m Fbld [enpraaeetetk": Lvcdtwd Tl~rw BAkd ta JsG; PPEmft kMDar
Dave AomPSOn I2fl& Whiggte R,d., Spokane, WA 1.5 haurs _
A C=Engineers f cld representative visited the praject site on tbis date in oarder to perf'vrm the
fvuowing task(s), in accordance with nur special inVeetinn and vonstruCtion observation
adrl#r&ct:
~ Codkct Sodg Samp+dev fOr labotatvry anadySis.
Z Retrieve concrete test specimens cart nn 7178,103.
Adtendaprvf ect meeting. .
Perform a scheduled inspectivic, which was canceUed ar the work was hot ready. T1ie
inspectlon vlsit was made ot the request v}' . Of
, far the purpose a}' inspecdrtg
-
The Inspec#iont E] was nat reschedufed ut this ttme was rescheduded far .
Other: .
NOTaS:
'ihia report prswftta ogCndans lomisd os a mult af our obsanrmisna end taets af tfarw rsisElN lo apeQbd imprft+ and oonsrudion monWto MRGdr+ rna authobmd awqo of
wvieee. The PE'rloCro iryd ZlMbs a! pstr peAfepMmdve cm, elle In n0 h+siY rokdV6 Giry oEntredu aO hle n69pdlnn 6a wr1R1Y YARI ft p9►md PIM` and opmecItlbllO tM
epplkAbte aodaR ihrouphou[ f1w duiASWn 4f the prlad O+►e uronc dim no[ fndude OuPeK*1n9, d~in6 of MM" In too pmftMua a! t!u edLlig Wo* oQ tris wM=r, hbi
srrVpoyiys or ageraa. Cur}!nn wltl nat be raepmafhla Mr jnh or t&s "My on M poeet
Dfstrlbuflon: Lr.e Cammtron
Reviewed b§~' T6tia:
~ .
.
9 ,d 6960'aN 'OUI uoijona~Sua) lasaaid NW1 EOQZ '9 'M
, FiELJJ R i'`S VRd F9e ~lum~r, Geol$E1&em 7727•002-0I
Pmoot aaMI
GeaEn&eera - Gifiord Valley Pines 12~'Avenua Widening July 18, 2003
523 Eaat 6econd Avenve
Spokane, WA 99242 v+~"a~ x~rs Nwn~er,
(509) 353-3125 Lee C3znmxarari 1
Preperad 4y: lmauan: kmve]• Pap
G, Teff'eri 12* dt Whipple Rd., Spvkane, WA $:50 a.rn. Page Tof 3
Rurpon vf vWt W¢elhsr, peperture: PamiB N¢m6sr.
Cotrtpaction Teating Sunny, 75°F 11.34 a,m NIA
,
♦ A# the re}uost of tke contractor, I made~ a site visit to conduct comgaction testin$ of road subgrade for the 12'h
Avenue wideniag prajeat,
s I met with Sah 'Lbrazner (equipment operator) af Pieraol Canstructian, Based trn avnvcrsation with Bob, I
understa.nd that the existing raad is tv be widened by about 12 faec frnm apprvximately the south sidc vf
linion kd, to tha south side af Whipple Rd. Thia road section will contain 2 iuchea of asphalt placed Qver 7
inches ❑f compacted 518-inch-minas crushed rock.
+ Ar the time af my an-iva1, the contr$ctor had just finished clearing and cutting the widened seeii+an of the
rnadway for eub-grade prepaxatian. A vvheel loader (with a flat end backhae) waa used For atripping sud
cuttirig to grade abaut 10-12 mches beIow Che adjacent existing raadway pavement. The gubgrade conaiated
vf a mixWre vf 5I8-inch-rninus crushcd mck and nativa mediurn-coarsc sand with silt and gravcl, and
appeared dwse and dzy. Bvb asked that I return to the aite later that maming far addidanal tasting folFowing
prtrcrf rolling.
+ I returned to the site about 11:Oflam. After mvisture conditioning, the rnadway sub-grade cc,mpacfion was
comple#ed using an appraximately 14 ton CAT CS-563 siagle drum vibratory roller. I was unalale to probe
tho swrf'aco of the compacted subgrade using a stsndasd saiis probe. Follawing probing, I perfarmed severat
in-place density tests (ASTM D2922) at random locations a6out 40 feet apark. Because the subgrade tontains
randamly saattered 518 inch-niinus crusherl rock over the dense layer of native saady svi1, I used an assumed
value of 132 pef at 9°Io optimum meisture to evaluate the relative coriapactiam of the sub-grade. Based an
this, in-p1a= density of 95% to 98% was ob#ained at 7S°Io average rnoisture cantant. Please sae attachmen4
far in-pFace density test results. Bob indicatod that thcy pla.n to place 518 inch-minus crushed rvck next week
on Monday or Twsday and will cantact our offcc fvr top-course compaction teating, Bab also indicated that
they would Gantact GPM far tap-r,ctiuxse prnctnr value sa ftt we would kawe a practar value to check top-
CBuI'Se CoI11p8CL10T1.
♦ Hased crn visual obscxva#ion, mcibod of eompaction, pxQbe penetration depths and in p]ace density test
results, the naadwey widening gub-grade I ebserved today was firm and well campacted.
♦ My observations and test resuits wera rapartcd to Bob Ttaramer before leaving the site.
rnm rapon proeeme opln[ona 4amed w u mauh at our o6aanreSlona aT aoIlvltlas roiatlnp to opotrah*rl m$wrlttp. Ws * an @n vantrevYvr ip earnpfY wiN the plnni am speemkaUane ,
-lhmupW f}m dur¢Wn rF ihv proW Irmaeotivs of eiv arssvrwn of aur rW4aantewe. OLO wQrk aoee re hduda wpsraft[an a dueetkm a} the sctuei wwk cT lhv avrArostor, hls
empWyaea nr a{jenra ❑uP Ilmi sHA Imt be rwpnnalble lorfft ar ahe wflSy wl lh1v pra(ad
Attachmetlts; In-Place denaiiy Test Reaults.
Distrlbution: Lee Carnmeron, Plsrsa! Canstructivn (Mnrris Piersoi), Spvkane Couhty Bulldfng Dept.
Y
ReviQw$d by:~w~.~l~, Si$nea: i~4ecl."0%r",
, ,
9 'd 6960'oN •"I UaiIanaisuoD In5a61d . 08Z:6 C0O`G '9 '130
• ~~'L
FIELD p'RY
TEST 1'EST Fest SOIL F[ELL7 % FIELD QENS17'1' PERCEN7 Spec.
~ ML1M8ER QEF'TH Bolow Gracls GENFRr4L FACAZ`ION 7YI'E EQUIP. i4dDIST. (pcf] COliEPAC710f1 % Comp-
~ 1 S I 0.7 ~ 1 I S with 5+i I R I 82 I 1213,7 I 97.5 ~ 95
2 6 I 0.5 2 ~ S wnh si R I 6.3 I 124.9 ~ 94,6 ~ 35
~ 3 I 6 I .0,5 3 ~ S with si R ~ 65.2 ` 7343.7 I 90.0 ~ 95
a 4 ~ d ~ 8 3 ~ 4 I S ~viih si ~ Ft 8.3 I 725_4 I 9S.9 ¢ 95
~ 5 ~ 4 03 I 5 I 5 with si I R 0.9 125.9 ~ 554 ~ 95
6 I A 0.3 I Fi I S w{lh si I R I 5.8 '626.7 ~ 9&0 I 95
Average [n-alaoe density - - I 7.3 127.0 I 9112 ~ ".0
- ~ I I
~
~ NC]TE: FWd Ws't resuft are a* appicaWe 4n fhei irimediate area of tlae bast at the G'fine perkmtied, and sheukl nat 6e fnterpreled as a warranty af ovrcUvns ak adter tietres, depOis ar lacatons. This repart
= rnay nnt he fept'odsuaBd. except Tri iA, vMouR vrrbw aMraval of GsnEnqineers. dw.
~
V FiCN fiGaL MC1hod.
Iiudaaz Derisity (ASFM D 29F2) ~ NaKimu[n DensitY (Practu) NsIhvd: lduc3ear Gauge Lab IF] 1 Serial HurnNar. hAr-1DRP4" 9VICYLSF3U6[92
~ ❑ Nuclear MO35bA (ASTM I) 3[117} . AA51iT(} F94, A.SfM P 598
C-> C7 Sard Cnm cASM D 15567 ~ ~AASHrv rIWsr, aSrM D1557 aaIE: 7118W
~ So311r,pe: I Cmstrudion Equipmert: C:iem:
~ S ~ SAND R t Ftutiher-Tlred Roger Project: Vai1Dy'PTines Eslates
G ~ GR/4VQ I V Vibratatr Cconnactor Fiie Nurnber: 77TI-OD2-0]
~
5i I SlLT I T SheeQSfoat Px1er Cort;-.uahar: f'IgrS Cnnstructixm
~ c I CLAY I GD I Gciii Rdim Lab Numbe~r RA
~ s sandlr ~ l. I Loaied 5craoer iAaxinwm [Ny DemWjKl 132.0 AS31JiriEd
~ g oravelir RP I PAdProcatinA RlaLe f12rr fnp.ladsl opt- Mclsbire: s.a Assurned
st sillv 13V ~ eadctm Vihraty Piale Fill Svurce: Mixt= oll'S18 in~%]I ro$wi(b .adve sml
~
~ e ~ siavuv 11P I ttramry P1abe FIatm " IIAWivro~ sand rnrl5t 8nd 9mM, dry, 5P-SM
~ ACP I P►spi]aa ~ F{T ~ F1at3dTatilm ~ FfeidTeeh: GT CheCkW ey:
~
u Sn F- 2nawve..spaiwoo.wa MM SllMMARY f,]F FIELD 'i3El1lSlTlf TES7S
~ ~ ~n&em Phom c--dm M-31n Fim rim 36:3-3a$
,~oe ~~c ~ ~►t ~ ~ i ~x ~ ~ _ FILE ~va.~'
eY cim-
L) DATE s~EE~r oF n~4
, •~~"-~~.~w , , ~,r~~~
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~
~
.66
~
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$ 'c~ ~~fi0'ahk •~uj uai~~~~isuaD. W~'~~~fi EQ[)Z 1 '130
FIBLD REPdRT g' """'W.
Geo En&eers 7727-002-01
GeoEagittecrs-Gltlord Vaiiey Pines 12'h Avenue Widening 3uly 24, 2003
- S23 East 9acand Aveuue
Spaksnc, WA 9920Z O"'ur. ~a~nt►umner;
(509) 363-3125 LCt Csnmerott 2
RrapaTeo ey, , taeaclon• pn~val: Pop
Getnet'Feffeei 12°' 8c VVhipple Rd., 5pakane, WA 8:30 a.m. Pege 1 of 3
Purpoae of vlRR; Waethar, nepenurw Perma Numser -
CC1Irip8Cfl0I! Wstilig SLImny: 75°F 9-30 &.1x1 NA
+ At the requesz of the contracWr, r anade a site visit to ennduct cvmpaction testing of the tap-caurse 518 inch-
mimus crusbed mck placed for ths 12`h Avenue road widening,
t I met witf, Ead Connery, site fareman wifh Piersal Canstruction. The conaaetnr )Yad campleted tnp=cotarsc
cornpactiQn an the sauth side of 12"' Ave, befarc my arrival. Tho campacted layers wbicfi was about 2 inches
below the adjacent asphalC grade, was wnifarmTy bladed and appeared fum and dense.
♦ Based an a proctflr value of 133 pef, verbally given ta me by Bsrl, I tvvk soveml in-place density tests,
approximately apart by 50-fect, at randam locatiQns. Teat results naet or exccedsd tha minimum apecified
, cvmpaGt.ion of 95 percent. In-place density test results and approxirraate iocafiions are attached. I requested
that Piersot pravide paper►srnrk frarn the crushed rock supplier for proctor value verificatian,
♦ Hefore leaving the site, I reparted mry observatinna and test resuZts to Ear1 Cannery befnre T ieft the site.
1'hle rep9n premfo apEnane formad ee a resun ef oia o6aervewnr al RclMdes ralu~lnp io pwutmohnhW rn4Rrsdn. Wf roy on ihe Ov*utar m epngy wAtT+ 0% pene eim epeWtsdone
ttfauyhout qm duratW ef the Wqjact KreepecM ar me prienmm of aur repreeemathre. Our rvork dm rmt tndude supenhiW w d]rewm c~ ~e mom rel vowk of ths 6anftdw. Ne
enPloYm crapnlo. Our Rrm xAll nos be roapcnslbIricrJob or sile oMW an (+it pqe;t
Ntkachmenfs: In-Pisce density TesE Results. -
DistrihutiQn ~ Z-44F~ ~ Revlewed ~y; - 5igr~ed: tec ~4•• 'c...~ e~'fv°
!
6'd 6960°ON •aul u01Pfla13u03 fos)aid Ny0£,6 EdOZ '9 '100
FIF.LD DtY ~
~~~T TEST 5C7L FIELC3 96•FiELO OENSITY YERCEIdT Spm
~ N13M$ER QEPTH GEVEFAI, LGf:A710ni TYPE ELZUtP. lWCIlST. (pd} c:41iPACT1GAf 96 Gmp-
• 1 B5 1 ~ G V I 5.$ 1V4 ~ W, ~ 95
~ a I E3S 2 • ~ G V I 5.3 1320 ~ 99 35
~ 3 ~ 85 I 3 ~ G V ( 4.7 I 130.3 ~ 98 95
a 4 ~ BS ~ 4 V ~ 5.2 4 126_3 I 96 ~ 95
~ 5 ~ BS I
5 ~ G I v 1 4_2 ~ $~5 95 95
S ~ B5 I B ~ G I V I A_T ~ 132.0 ~ 99 I 95
i' ~ BS ~ 7 G ~ Y ~ 3.43 I 426.8 I 95 ~ 95
Averaae in-place dcnsitV ~ 5.0 I 729.1 ~ 97 I 95.0
~
~ NDTG: Fiieid Wst resuNs are on3p applicatile to tlte immediate ares ai the test aE tlre Ume pejformed, 2nd shaidd root be irwpretad as a warranty pi vundams a[ a[Fier times, depShs ar Incatirsns_ 1"his repart
~ may nat ba reproduoed, eaQept in ful, wUunul
~
~ F[e!d Te,st Melfwd: ISbmdarei CoUM: D,S 29424 M517fi94
~ ❑ NUJear Der-skq (ASTM D 2422) ~ Il1axJmum D+ensltY (PMCWO MethDd: ~ Huclear6asrge Lab ED 15erial Hurrber. iAC-1 1DRP-WhdD20346491
~ Q Nudear Maesbire [A5TP! D 3017] ~E]AAw7Q] 7 99; A.STiM G faM ~ .
; pSMW Cone (rYM a iSW
CI AASMO r 180-57, ►SM DiW DkM- 7r2M3
Sofl Type: Canstnection Equ ipffnent: CIient:
SA1WD ~ ii Rubber-7hW iZDIFer 1lallev Plnss FsUfes
G. ~ GRAVEL I V VYbrar6nry Compactor F[Ie Nurn6er. 7727-00~
~ k
SII.Z' ~ 5 ~ Shseps(vot Ro1er GvaibaCtor. Flersnl Corksfruttiv»
~ C ~ CLAY ~ GR ~ Grid Rnier Lah Number: Predpr valua km CPM 4 tha oorinracbor (Verbeer)
o S ~ sandY' F 1- ~ Laaded Saam Iliodmum Ury Daf.silyWrf 133A
9 N ~ranne~r ~ RP ~ FtCtpratalita PFa[e {Jvm JaCic] dpt AWiswl'e: 10.0
si { sdl[I* BV ~ BaCldhaeVf"Ury F'la6e ' Ffll So11fCe: crAs
c~
~ ~ ~ caYeY VP I 'VH~rmwY PIatO
FuCP PuphaR ~ I-fT f FtarEd 7arnper FiiWd Teth: GT Chedued sx:
~ t '
~ ~E. 2~,d.~., s~@. wa 492a2 .~itJlYI~M1~IRY QF F[ELD DENSlTY TESTS
Q VL~V PhanB [9M =3 3723 Fm 1369] 36"128
TOp-Cvurce
JDB FILE NO,~ "
BY DATE S H~~T4- 0F ~
Un"oro
. • J -r~ ,
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11 'd ~696a'ah! ~7hIpPlC' ~d. °Oul uai#anl~su~D lOsJaid NPV~~:6 _ ~00Z P0-
. , GcaFmgzneera - C#iffard
Geo Et1g1?1eQCS 523 P.ast sacond Avenue -
Spolcanew WA 99202
LETTER [7F TRANSMITTAL T~~~hone: (509) 36S-3125
Fax: (509) 363-3126
~
To: Lee Camseron Date: Aup,ust 25, 2003
P.Q. Box 2178
~'ri$ Harbar, WashbgM 9$335 FYle: 7727-002-41
Regarding; Valley Pines Sabdiv-isioa
Vw'e are eendfng: ~ Aitached ❑ U'nder Sepaza#e Gaver
Cnpies ~ Date ~ Descnphon '
1 Cancrete Strength Test Report - Va11ey Fuses $ubdsvisiva
s
Tbege are transrnitted sa eheeked beinw:
~ Fvr Your Llse Q As Requeseed ~ Refiuned
~ For Review aud Canrunent ~ Dt1ae= (see remarla)
Remarks:
Cupy To: Piersnl Gonstr=tian [Maais Piersol)
Central Prenoix
~
5igtud;
"Timotby D. Barhr.fl
fb$Ih$I@BCOM2giuCbIB.GOM ~
Gl 'd 6960'4h! •oul uaipnj~suoD iosaeid NVWS £QaG '9 'P0
GeuEagincers, Inc.
c~ CO1RVRETE TESF [iErORT
"1'o]Bd Ndff1B: Ya11Cy1 ptfa9t $llhd'fY11;EDm GEI Pf*ct N[7.: 77'~i'J-052-U1 Daf@ {.'SSt "!I2M3
C[ieirrt: 1.ee C'.smoemn INtlg. Pemnit 1@v.: Qabe Remlved: 7129103
'Fe3jeCt Adtlress: 12th & Pit:toA, Sbolam G'aI1eY, WA Se! No.: i
SPecimom AAolded hy: Q GsnEr€ofnaws ❑[]uars (speciiy:)
~
~ 'NbRE; GeoErKoneers samo verify Rtiat RraPer samoin9. cwing m4 he[dlrg m6 1 rraetned wSwapeamens mafe by oljs are sudmlred ta m labodary_ Impropertied pracedures c,an
~rked test re~Ra lydorn~ar~on p.oriaed wxn[he ~s~ w~ ~ m a.l~or-~ry. ~ oura~aunns w~ ar., .S : ou~io.ti ~s pr~ea iri a~ r~t~a sec~a.4
~
Field rboemertt Dzffi Field Test Da1ar ~ F6a6d F(ft I.D.
,
-Cpeadw 5idesv~ll~ 321132 ASTM C143 , 5• ~ Air[%]: 4.1°16
aAAllracicir / J~ LU~14iGm swww br- iC~M Conc• Tegnp• 7Fy 746 Air UC111"ure. ~
ASTAi C17"1 A57'M G1064_
SuRPlie= 7'rucla Vulu~te. Unft 1Nei~t (pr~): A~tlpns na
C~ai~ cubEc7~tls.; ~LSTM C13d 137.3 loadL
Ba" Tkcket FEa= 147287 CumJfvtw ~ lFkme ~d- E~l~ ~
- Vnl~rrda. I ~ Rqxrhed Tac
c ~
resshne Stlerrgth Mft (A$TI!! C") L Cmp. hJ7lne Io Nu. ' 94125 ~ RroJed SMp.WCompressNe 51renyth (psl' 3,000
J
C~
~ Gyimler Numher [la6e Test Age [iiwnebw Area Frackwee' Load at FaiTure Campresave Techr9dan Fltm •
~ (lds ) 5t-am W97 _
(13-1413 ~ 8J4M3 ~ 7 [ &99I ~ 2S.x6 I C ~ LlqS~ I 3,4']0 [ faiH
W_1414 W254W
~ I!~~ ~ I I 1 I i I
W-1415 v2M ~ ~g I I ~ 1 ~ I I
03
c„ -tais riQm
~ f
0. ~ I 1 ~ ~ I I I
~ I I I ~ I I I I a
¢ Fraclire typi~ a-Cuw WCoaaftpR GCmnWSfiear b-SFoor E2'euMrmrofr
p ertlal'ks: .
rn
,_JMTMrepwt ereynb[ he mpedcuL [~me~ dn h[[I, yAVn[t writlssr spryrnml M GeCErigkMOe. Ilye. Te[ ►essllg am applir.aSle oW taSo Oe sp[saft sa&1549 an vMfli Crey
'aio pedmed, antl ehatM nGt k19 YtherprEted 98 re;rmw4ove d pcducls pIH[+efl et dher Itrnca 4r tdrabqnE. Or Sulrsr madOW mlkw !ed s. ristiema o6~i'ned.
~ .
z~.o
opem Ta.
. Res~eiw~cl9'v {~rel- ~ trv►e~ 1~ ~r 3~ .
~ ~.k .
~y~~ ~s S~ E_ 2rrd_ Aue. S~ip~Sans,1NA 99~R L~] ~125 3fi3 39 2S FEUC
. QeoEngincers - Gifford
G20 Ej1giIleQY $ 523 East Second Avenue
Spolane, WA 99202
LETTER OF TRANSNIITTAL Telephone: (509) 363-3125
Fax: (509) 363-3126
To: Lee Cammezon Dste: September 10, 2003
P.O. Box 2178
Cnig Harbor, Washington 96335 Flle: 7727-002-01
Regarding: Valley Pines Subdivision '
We are aemdimg: ~ Attached 0 Under Separate Cover
Copies Date Description
1 Concrete Stren.gth Teat Report - Valley Pines Subdivision
Tbese are tranamitted ae checked below: Z For Your lise ❑ As Requested ❑ Returned
❑ For Review and Co=ent ❑ Other (see remarke)
Remarlcs: .
Copy To: Piersol Cflnstcuction (Morris Piersol)
Central Premix
SiSAed:
~
Timothy D. Barber `
tbarbor@geoengiueers.com
til 'd 6960'oN 'Ou] uoiIonalsuoo IosJaid WdZEl E00z
'9 '}~0
GeoEagineers, Inc.
CDNCRETE TE :T REFORT
PFujed Idame: VWpey rim Snhdivision . GEI Pmjec[ Nn.: 7727-002-41 [}ate Gesr _ 71M
,firieIIS: LCC Cammon 13ld,g. PePfllft Nfl.: Da1E ReceIY@d: 72M3
Lr>
c~ YojEcl Addr$SS 12&h & FFH'ri17, SPekffim V3W, Wf1. . .SEZ Nf7.: ~
~
.
g SpBCi[flBf#5 M13ld0d b}I: [D t'o*1l*ee15 ❑ othm5 (SpBc6-)
~
HCTfEa Gca~girmara verlf~r U~at p'apF.r aa~l~, ouki9 gnd lmnKMrsp nzAhc~s wmuWMrtn spDclrnerm umde by dther$ are nuhnumd w txx ia4GIzhxy_ Irl[oper ftdd mucedures cmn
a~axt ~FSf lES~1!!. lyd5xrfralion p~vf~ed wffdlhe epedmen(s] HAen suhr~rlled la wrlai~u~r~ofy.lrtdudinp 4~a oh~+v~hla~s m spedrnm oor~un, ls pr~senOnd i~ tl~
Fielti Placement Data Ffefd Test dala Fe1d Kt l.ti. ,
N-°cab" Siu9ewaB3 M k Desian~ 321132 ~rsn.}: 5* 6"ined Air {961- 4.19ti
CM ASiM G231
::ontracWr. Jnm Jn}msc►n Canamla SamRled t'Y RAM c. Teng. (FY 7¢Q Air ewmPergture. .
n.STh4 G172 cl 054:
`yuppliar: +CCEral CreMuX TroCk Vdurna, lo Unit Wefght UA: 1373 Addi{lam ko
Cubte YAs•: ~45FM C138 inad- u~vae i
- "la[ch Tidcet I+lo.: ~rnJ7ot~l t'mre Eestat ~ft ~ ~
C4?I$7 Vdumec ReParied Ta f
umpresSTve Strengld Da1s fAg7'M C38) Cosrp. AVIad7ina 1[D No. 94125 ~Prale[t Specffiet! Garnpresslve 5trengih (psi):
- i
= CyA}rdsr Alvmber DeEe Test A9p oiarneier Amn Frachire" Lvad at Falluee cnmmessk" Strelldh 1psi1 TocWcian Notes (Ils~.~
~ 03-1413 ~ 8J4/03 ~ 7 ~ 5993 ~ 28.20 C ~ llU,S[IO I 3,M ~ 7MH ~
~ 03-1414 ~ 8~L5N33 ~ ~8 ~ 5.997 ~ M25 ~ g ~ 127 919S fi 45p ~ MH
~ 03-1415 ~ 8r15X 3 ~ 28 ~ 5-"7 ~ 28.25 ~ C 1 129,51R4 I 4°" ~ IRdH ~
03-1416 ~ Hrskl ~ R
Fnadure typa R~('.me B-[7QWsoit C-OonafSt~ DShear ECnkusnsx
m
bemark8:
o rnrE. -Rdsrtwor~ mrnckbe -tv uoftj, tnnr.,Affiw Y."ks, aM.~ ure8o&VOsefr0nc. rescres,ws are WWc~ oTayeaW u,a spedae:amoe an which Eer
p~q ~a shcn~aaacta irM~prs6~uas repr~tl,ie or pma+raap~aCed at utl+~'eo,rsar ~ns, arltah~ rn~di6eu ~ er~t ~mans r~ere ~
~ :np1eS 7cK .
Rsviaxcd By* (slAnatwe]: ~ . re,~►~
~
~
~,.~M ~~s 5~3 E~d. A+~. S~ne, WA 99RD2 (5£19) 363,3125 36331ZG FNC
`aw
FTELD REP ORT Fne Number ~
77~7-{D02-~S]
~
o EI1~C1~'eI's
Ffimect o-ate
GeoEtig3neers-Gifiard ValleyFinesEstates ~~G 17 2001 [}8-0I-01
523 Easc 5econd A►+enue
Spolcaae, VS+A 99202 owner RePort avurr,ber
(509) 353-3125 M17S Shuler, Tnc. ~S1407
Prepared by: LomHQ^ ,arOiaL raga
Briari Hanee 12'b & Whipple Rd., Spokane, WA 2:00 PM Fage 1 of2
RuralsL+ of vw4: Wealhgr f]eparture Pemdt NumGef:
CoffipSGt16II TeStinf+ SllllTly 72 ° F 3;00 PM NA
At the request of Milce 5hu1er of Shuler, Inc a site visit was naade i4 test for campaction on the eastlwest
runrtutg sidewalks along 12 th Ave.
Pnor to rny arrival Che aQntraaterr had placed azzd campacted tYae sandy gz'avel using a large vi}aratary plafe
compactor. T'ne materiaZ had a maxircxum density of 13$.5 gCF at 9% optimuraa maisturre. During my visit I
performeti 7 in p1ace nuclear densaty tests usmg a Troxler 341dB nuclear density gauge. 6 0f T.he 7 tests met or
exceeded the minr3nurra compaction of 95 '1`here were two areas al❑ng the west side curb area that were
"pumping„ they appeared to be pockets of silt. T'he confxactor remaved the material dawn approximately 12„
usin.g a backhae and filled fihe hole waith 51$" minus crushed rock. Tests will need ta be perfarmed ore thvse areas
before concrete can be placed for the proposed sidevvalks. Test results anct locations are shawn on the Su.mmary
of Field Z]ensiky test forms.
I informed Mike Shuler of rriy tesE results and abservations befare leavmg the site.
Time pertaining to rrey visit includes I hr travel fiime, 4.5 preparation time, 2.25 hrs. on-site time and
1.25 hrs. report hme.
,
Thls reprsR presents oplnlwu tormed es a resull W aw absen+allons of actiNUes refaling Sn geoteehnEeal engineering. We rey m 1he contractor ta ownpry wtfh [he pfans and speciCirzhons
ihrovghmrt the dural[pn o[ ft proJrct 'arespeclids oP Ihe presencs of wr TepresenSatfva. Our wark dbes noi indude wporvlsfan or dlrecticm of the actual worh of fhe mnnctcx, his
, employers or agents. Que irm wEq nrl be re5,ponsi6le far jo6 or &1la safety on Ehls project.
attachrraents, 5ite p1an, and Test zesuIts Distributia7R: MI3S Shuler Inc. (NIike whuler), Hahn Engineering, Iric. (Randy Hahn)
r
Reviewed by: Signed:
TEST TEST LOCATION AND ELEVATION SOiL EQUIP. %F1ELD DRY DENSITY MAX DRY PERCENT Spec.
NUMBER I TYPE I , I TYPE I n'PE ~ MOIST I (pcQ I DENSITY ~ COMPACTtON I 46 Comp.
3 a. s ~j s I y s ls
Z
3 z o'~-
+ 70 ' s-?.~ 1n,'L4 A- / Z 4- Z.
1 g g-~` 1
. S" e,.,.. Jl s'. S /5 Z_7 1 I
~ Lo c 13 Z¢ ~ S- S I
/ 5 ~ ~ ~ a s 011_-_~%..s
1
~
~
~
. ~ I I
NOTE: Field test resulls are only applicebfe to 1he immediate area of ihe tesl at ihe lime pertormed, and should nol be inlerpreied es e warranty of condilions al other times, depths or localions. 7his report may nof be
reproduced, except in full, wiihoul writlen approval af GeoEngfneers, Inc. ~
/Field Test Metfiod: IStd. Count: Wet H20 Nuclear Gauge MakelModel:
Nuclear Density (AStM D 2922) ~ Maximum Density (Proctor) Method: Nuclear Gauge Lab ID / Seriat Number: ❑ Nuclear Molsture (ASTM D 3017) AA§liTO T 99, AS7M D 698
❑ Sand Cone (A57M D 1555) ~ AASH70 T 180-57, ASTM D1557 DATE: r' l
Soil Type: ~ Consfruction Equipment: Client: /~/1. ~u- ~~t ✓
S ~ SAND ~ R ~ Rubber•Tired Rotler Project: 1j4 S
G ~ GRAVEI ~ v \robratorv Gomoactor File Number. Z ~ v 0 ,
Si ~ SILT ~ S ~ Sheeosfoot Roller Contractof: SkL,~~✓ ,
C ' CIAY { GD ~ Gnd Roller Reference Elevation:
I I /
s ~ sandy L ~ Loaded Screper
g ~ qra,,elty ~ RP , ReciprocaUnq Plate (Jumoinq Jack) Proctor Value developed by: WoeoEngineers ❑ Others (spedfy)
sl ~ siHv ~ BV ~ Baekhoe Vibralorv Plale Fill Source: A)rt~kA~ Optimum WC:
c ~ clevev ~ uP ~ Vibratorv Plate ~ J1
ACP ~ Asphall ~ HT ~ Hand Tamver I Flem 7ecA.Checked ey:
ft 623E.2nd.Ave.,Spokane,we► sszoz SUMMARY OF F{ELD DENSITY TESTS
Geo En~neers Phone (509) 363J1T3 Fax (509) 363J126 FIG.
:v
FTELJJ REPORT FAe Numtrer- J
GeQEngineerS _ 7727-002-00
Rrolem Date
GeoEngineers - Giffot'd Va11ey Pines Estates 0$-03-01
523 East Second Avepue
5pnkaue, V!'A 992{}2 Omer Repws Numeer
(549) 363-3125 MDS Shuler, Inc, 5 1 #08
Prepared by• Locatkon Rrcwai Pape
6rian Hance 12'h & Wh;pple Itd., 5pokane, WA 10:45 AM Page 1
Purpose a,.mi. wearher nepaiwre Pemi r~umber
CompactonlConcrete 'festing Sunny 75 ° F 12•30 FM NA
At the request of Milce Shuler nf Shuler, Tnc a site uisit vaas ma.de ta test for compactian on the east sidewalk
at the driveway sectaon along 12 th Ave., and to ohserve the areas that vvere removed and replaced w9th crushed
rock along the west sidewalk listed on DFk #7.
Upon arriVal tcs the site I used a'/a" stainless steel soils probe and probed thraughout the areas that were
removed and zeplaced on 08-E}2-01 (west side). I obtained a maximum probe penetratian of 1'/s" vvith the average
depth of penetration being 1" using a load ratirig nf appro,cimately T$[} pounds af force. $ased on rny
ohservations and probe tests the area appea.rs [a be firm and well coxnpact. I also used a1 Ya" stainless steel sails
prQbe to test the east sidewalk at the driVeway section. x obtairted a maximuira probe penetration of 1$" wnth a
load ratnag of 180 pounds of fQrce. The contractor decided that he wauId aemove an area 3' wide by g' lang and
down appraximately 18" ta remove the lmose matenal. They replace the xemaved rnaterial with 3{6" ti€ts}a#` the
same crushed rock that was used on the west side. T re-tested a~d was abZe t❑ penetrated the crushed rock
apgroximately'/2".
I was also on-site to test and observe the cnncrete that vvas to be placed at the aboVe mentioned areas
Approximately 2{] cubic yards of CPM product # 321132 vvas glaced at the above mentioned lpcations. Z cast one
set of (4) 6"x 2" cnncrete test specirnens with the fallawing field test results:
Cancretc Field 'Fest results: Producer: Central Pre Mix
Slump: S %a"
A11' °lv: 5.0% Mix Temp: 77 F
Test cylindess were piaced in an insulated cESa-e box for initial cure per A5TM C 31
Tiane pertainirig to my visEt includes 1 lar travel firrae, 4.5 preparatian time, 1.75 hrs. on-sate fiime a.nd
0.5 hrs. report tame.
Thfs repOrE {uesenfs ppfNOns;arrned ss a tesult aP oiu a6servallons of aG1+Alles re9aqng to geoleduucal englneenng We rely pn the oontraelnr in cornply w[[h Iha plans and speciBcahoru
Ihfrauglrou! the dura8an pf the prpJect ineSpeCtive pT the pre9enpe 9T wr represenSallvB Qur wrerk does npl uidude svpervtsfnn ar dVVecSion pl ft ec1ua1 wDrk of the eanvsctor. 1us
employees or agertls Our f~rm vuiil rsot 6e resportslble Sor job pt sfie &ateYy on Ihts dxajecL
Attachments. Site plan, and Test results
Distribution: MIDS Shuler, c. (Mike Shuler), Hahn Engineering, Inc. (Randy H
Reviewed by: S'tgned•
~
~
l8 NIIRbet' ~
F~E~.I! ~2EP~R'~ ~1
a~z~-o~~-oa
- Geo ~ Eil~inee~
RrojeC1: QaYC
GeoEngineers - Gilford Va13ey Pmes Estates April 05, 2002
523 East Secund Avenue
SpokRnPy WA 99202 Owner. Repon Numher
(509) 363-3125 MDS Shuler, LuC. 5.I #I 1
Prepared by: Locauon wri4al Rage
G. Teff'eri 120'8c Whipple Rd., Spokane, WA 3-20 p.m. Page 1
Purpm0f vmL Weather RFpartur0 Permil Nurrrder
Ufility tsench backfU compachon Sunny, --5 5°F 4• T 5 pn-L NA
s At the request af Coray Stevens of NIDS ShuIer inc., ivisited the site to check backfill cornpacteon m the
water utility trenches indicated c+n the atttached sketch.
s Rad Magdall of NIDS Shuler was on site durmg my visit. 7'he Gantractor had finished placing and cmmpaGting
the first Iayer of baclcfill over the S" PVC line befare my arrival.
* 'Ihe trench backfill cansisted of inedium to coarse 5AfiFD with silt and accasional gravel, and was about 2-
feet belaw the existing srte grade at the time of my visit.
f According to the cantractrar, a smooth-drum vibratory roller attached to the bulldoaer and weighing about 3
tons was used for backfill compaction. Magdall said the roller made at least S gasses during the prncess of
ccrrnpactron.
♦ I probed the campacted surface of the hackfill with a staradard soils prabe at random lacations. I)epth of
prohe penetratian averaged about 2 inches. FoIlowing probing, i performed several in-place dettsity tests, , at
randQm locahans thraughaut the trench using a nuclear gauge (ASTM D 2922). Test results znet or exceeded
the 95°.!o aompachon reqnirement.
♦ The contractor indicated that they wrtl contact our office ta test campaction of the secnnd lift of baclcf`iIl
spmettime next rveek.
+ Based vn my observations, pro'be penetration depths and in-pPace density test results, the material placed in
the trench today appeased to be well-compacted.
Time pertaining ta my visit mcludes F.D-trs on siie, 1.5-hrs tnp and pregaaarion and 0.75-hr report proeessmg.
7hfs rep9rt presenis ppinlons Formed as a resul[ pf our absenesUons of aetlvites refating ta geotedvricxl engirceenng, we rdy on the mnlraeior to camply wilh UEe plans end specFficatiwis
thrnu9haul the duratlon of the pr4Ject irrespedive a! the presencs of auc representalEve. 4ur wark does no1 Induda supeNSlon wdirection rA thg sciuel vrerk oP the crnVaGQr. hts
erriplOyeCS or agenL9. Ot7r 87rt1+AAf@ RQt bE responSlh[9 fOrjOh or SfIB 98feSy On 1h6 proJCC1.
Attachments: Sketch and an-place deasity test results
[7i5tribution: Ma5 Shulez, Izsc. (Mike 5huler); Ha.h.u Engineering, Inc. (Randy Hahn); Lee Cammeran
~
ReViewed hy:<-,~~ ~ ~ Sigrred: ~ ~
JoB t/a 4ew r ~ILE wO. ? 7r;'7- b a
-
BY DATE sHEEY t OF
~ t
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~
i
~
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W
13 N.
.
~
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~
~ .
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fs fiJLt
,~a~er 74'~ ~ S~ 0 ~ ~ /
~
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4{
~ Gt't~ Sr~o~Ji4 ~t7rr*► fCall+~r ~Jr ~,~~~a~; r ~°r _ _
.
~i Erig1 neCrS eHEcxEo BY
~
FIEL DRY NuM ER I nPE ~ L[7GA310N 14iVt} ELEVATIDIV ~T(Pe ~ETwiE Mo sT¢ ~DRY { c~S~ ' o MAX Nsirr COMPAC7IUN I%c P,
I DT ~ #1, •10° I 5 rvith si GD 54 1173 1210 970 95
2 DT #2, -10" 5 wnth si GO 65 1177 121.0 973 95
3 DT #3, -'io" 5 with sl GD 6.1 1153 1210 953 95
4 DT 94, -10" 5 wifh sf GO 6.4 1150 121.(} 950 95
5 DT 05. -14" 5 with si GO 88 1155 1210 955 95
6 DT #C, -10" 5 wifh si GD 87 1171 121.0 968 95
Average in-place density 7.0 86 9
~ I
hf[]'FE Field tesi results are anly epgi[Cab1e 10 [he immediaYe area af fhe test aS the time perfnmed, and shauld not 6e fnterpreted as a warranty W coruliUnns st at3°isr tlmes, riepths or l6caF€pns This reporf may nat be
reproduc:ed, eFCCept in Suil, Wthaut wmitten approval of GeoEngineers, Ine
0
Field Teat Method: ISid Count MS 10012 [?5 45030 Nuclear Gauge IwakelMadel. CPN MC-1 ❑R-P 1Z'
10 Nuelear Denstry (ASThS G 2422) [Y[aximum Clensity [Rroctior] Method: Nuclear Gauge Lah ID 19erlal Numher Mf310346057
13' [Vu[lear Mukture (ASTM [13D17] I W AASH fCJ Y 99, ILSTn10 598
[3 5and Cane (ASTM Q 1556) qASHT(J T 180-57, ASTM D1557 DATE' 4151Q2
Soii Type' ~ ConstntctlQn Equipmetrk. Client: Cammeron, Lee -
s SANO b Ft I Rubher-Tcred Rnner ProJect: NalleV Pirsea Esfates
0 ~ GRAVEL v 1 r1'i6raton+CamqacYor Fde'ldumber: 7727-002-00
51 SILT s ~ SheepduoF Fdvfler GnntPaetor: Mike Shu1er. MDS. LLC
C GLAY ~ GD I Gnd RoUer ReFerence Elevat9on: yValer trench 1si ha6kf11 atrout 2-fesf belmKihe exiatm4 site orade
& ~ sandv I L I Lrsaded Saraeer
9 I aravelly I RP I Reciprvmatinq Pt[e (Jumplnq Jack) Proctvr ValUe develflped by GeaEnglneers 0 Others (speclPy)
si ~ slfbv ~ ev ~ Bac&hae Vihratanr Piate Fiil 5ource: oru,tn Gll Optimum WC: tw%
c ~ cia+~ ~ vP Vfbratvrv Plate
RCP ~ Asphal[ 1 HT Hand Tamper Ficld Teeh : G Tetferf Checked By. qo
sza E. znd.avs.SRokane. WA 58202 SLIMMARY QF FIELD DENSITY TESTSr
GeQ '01-" NO Engineers Phane (509) 304125 FsK (509) 383-3126 „
FIl"~3.
, . ~
RGVEI V EL! • NO'V Q 1999
S IP 1-- rv 1F- C~ u r•TSA~~UMYENGfNEER
SUILDING ANf] PiANrmG A LYEVISION i3F TI-iE PLiBI.IC WOAKS DEPr1ATMF1NT
]ames L. Manson, C.S.CI., Dcreetar Gary pberg, Dinectar
MEMORANDUM
c
TO: , , . M raunu+~ Wvlwi o I a 'H 6PimeeriTr • aci- ~~a ~hard
Spokane Caunty I]ivisiQn of Utilities, Jim Red
Spokane Caunty Uivision af BuiTding and Ptanning, 7eff F'orry
Spokane Cvunty Division of Utilities - Stormwater UtiPi#ies, Brenda 5irns
Spokane County Health District, 5teve Holderby
Fire Proteciian District NQ. 1
Modeam Electric
Central Va11ey School District No. 356
FRO1V1: Ronaid Hand, Associate Planner
DATE: 1November 10, 1999
kE: Propased Final Plat of Va11ey Pines, File Na. PE-1?37-93
Enciased find capies of the abQVe referenced final plat. Please reView and fvrward any
cammenis by 1Vnvetnber 25, 1999. If yvu haVe aaiy questions you may contact me at
(509)477-7235
Thank you.
RWH
Enclvsure
cc: Belcher, Swanson, Lackey, Uaran Lewis c4c Rabertsan, PLLC, 12704 E. Nara,
Spokane, W,A 992 l 6 I'
Hahn Engineering, Inc. $623 N. pivisi❑ri Street,,Suite B, Spvkane, UVA 99208
r
i
~
i
1026 w BROADwnr ~ srox,aNE, WASHINGTDN 99260-0050
T'fi01VE. (5(}9) 477-3675 e FAX (509) 477-4703 • TCDL7: (509) 477-7133
RECEIVED
Nov 1o 1s99
~
SR oJK- Z.r E p' ~C)~ u zv -rffl;8j6MG0[JIM EhIGiNEE,
BLTtt,171NG AVC7 PLANi41NG A DNLSIQiV OF'THE PU9LIC WQRK~', I]EPA.AThiENC
james L. Mansorr4, C.B.O., Uirector Gary Oberg, i]irestgr
~~~~~~~UM
TC]: 5pokane Caunty Assessar's Dffice; Andrea Sandvik
5pokane Caunty 1['reasurer's {]ffice; Ann Leach
Spokane Caunty Engineers,'.3`cot~~~"e' ~ ard, 10 5andy Kimball
FRONI. illspaugh, Secretary 2, far Ron Handr ASSflciaCe Pl3nIlei`
i]A'T'E: November 10, 1999
SLTB]ECT. Praposed Final Plat of I'E-1737-93
Enclflsed find a copy vf the Plat Certificate for the above-referenced praposed final
plat.
Tf you have any questions you may contact me at 477-3675.
Thank you.
Enclvsuz'e
,I
1026 W. BA❑AaWAY ■ SFC]KANE, YVRSHINGTON 99260-0050
PHOIVE. (509) 477-3675 + FAX. (503) 477-4763 +'I'Df}. (509) 477-7133
,
. „ ~
. ~
443335&
- I 11]19ri949 0431P
P10NFFR Ti1lF CO wo 51~.~1 Soakane Eo. Wp
WHEN REC(3RDED ltBTURN TG
CHE57'ER T LACKFIY
BELCHER, SWANSC)N, LAGiKEY, DCIRAN,
L.EWIS & ROBERTyQN, P.L L C
lZQ[} HARR;S AVENUE, SUITE 307
SELLINGHAM, WA 98223
Dncument TitSe STATUTDf2Y WARRANTY DEED
Granwrlbarm.ver. GALL.ERY i-IUNfES. TNC
Granteelassigneelbcrxfciary 'fZ&T, L L C
T.egal rh°scrEgavn. g[rr uf21-25-4+1. E W M
Addinonal an page 2
Assessar's Taz Pareel IDV- 45214 2108
$TAT[]`1'pRY WARRAiV'Z'Y IDEED
THE GRAN'I'DR. GA,LL.ERY H{]MES, INC., a Washington ccfrparazifln, for and m
carisideration of ten do[lars ($IU.IX1) and other good and valuable r.onsiderauon m harid pairJ, conveys ard
warrancs to T7<&T, L L C, a Washinglon limrte1 liabdity Cumpany, the following described real estate,
situated in she County of 5pokane, 5tate of Washingtou.
5EE A'6'7'AGI-iED F_XH1BIT "A" FL'3R LEGAL BESCRIPTIOhf
Subject ta tlwse certam cerms and rnnditioas shpwn vn Exhibit "H"
DATEI] this LA of November, 1999
GALLERY QYHES, I15i,
$Y
~ OP~ gy.
~ SAlN C]P ~VPlSecretary
~ C.~AIn~~'L!
ri 8taze or 5vashingtan )
~ ] ss
CouFay af SpOhnc )
I ecniFy rhat f kuow or havc xe[isiecwr}r evWcoce that DE7iYER GPE[.A ANU SnMWI60FELA are ~ persuis wla~ appearod betare me,
asd eaid perspns aeknnwledged thai ihey aigntd elhu LnswmeN, DIl caIL SlBSCd IltBI lliCj' d1iTC AV!}BfR]ECd ID C%CCiI[C lI1E tlL{IfU[i]!Al Df
GALLERY HQ:HES, INC , lo hr- fhe free and vplu[Cary atl oP srh party Far 1lke usr aud purpQSes mcauorgd m EYe ins[rumena
~ *~~~~~niarr~,r
SUIISCRlE3E s~ Le ihu ~~day of Navcmt3cr, i9A9
7 C1TA8Y PLIQI C S~e~Lgi ~ Jf
PruA Namr p
~ My ~~uausron Expucs flQ 1 ~~L~+ ~
r9~4p qa
141
7 F 1WFiPORMSVI]EE[7.SLSTAT-~i'AR PE[] ~ t~1
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4433366
~ 11r9fi994 ofE14:91P
~tl iF1lE Cn W6 li0.(10 5o~ke~e ~
~~0~'EA
~7Ci-FI~I'
Pareel A
A certarn parcel aP l,and located in the 5outheast quarter of Section 21,
3ounsksip 25 Narth. Range 49 East. w F3. , an Spnlsane Cpur_ty, washzngton,
heing mare partacularly described as foJ.lows
eEGINNIIwG ac the Nartheast corner af the West half a£ the North 643.75
feet aP Tzact 217, FTRST A.DDITI0N 7'C] ❑P[3Pt7RTUt7ITY, accorr]ing ta Pla:
rCCVrdBd in Valume "P° of Platc, Page 37,
Ghgnce along the East ].ine ❑E the sa2d West hal£ of Tract 217, Sauth
94 03120" Weat, 5.00 feet t❑ the True Paint af Seginning,
thence conCiaulag alvng the east line o€ the aaid WeSt ha1f of Tract 217,
Sauth 0O°93'20" t~esC, 5.00 Peet:
thence South E9°58'00" k7est, 75.65 feec to t'he pobnt of curvature vf a
tangeat curve ta Che left, said eusrve having a radius vf 20.00 feet:
thence along eai3 cuxve through a central angl.e of 75°28'37" an arG
dsstance of 26 35 Eee[ to a,paint vf ron-6angency on oaid curve, said
goint having aSadial bearing ❑f SQUth 75 301371' £ast,
thence North C6 103120° East, 19 Eeet ta ehe A76rCh line o€ the South
638 75 feet af ihe YaQrth 643 75 feet ❑f said West haP€ ❑f TracG 217,
thence agpng eaid North lnne, North 89056'00" 8ast, 95.00 feet to the
True Point of Seginning.
Pazcel B-
An easement fnr sstility and stvrm drain purposes vver, under and upan a
eercain paree7, of land lacated in the Svutheast quarter of Section 21,
Tawnship 29 Nasth. Range aa East. W.RS., xa Spakane County, washington
bexng more particularly deacxi,kaed as follows:
BEGINNING at the Northeast carner of the West half of thc Narth 543.75
feeC of TracC 217, FlitST ADDIT%OtS 1'[) OPPORT't]NITY, accordbug to Plat
recarded ia Vealume "P" of Plats, Page 37,
Chgnee alang t.he Eaet line 4P the saad West ha1€ of 'rxact 217, Svuth
Od 03120" Sdest., 10.00 feet Cv thC True Poant of Seginnincy;
thence corstinuing aloag the East ]irse Qf the said West halt af Trac[ 217.
5outh t)fJe43' 2q" West. 10 Od fee[,
thence paraile:l wfth the North line oP said mraCt 217, Sauth B9°58'4U"
West, 75 65 fe:et to the poirst ❑f curvature a€ a la on foat radius rurve
eo the 1eft;
thence Souther.ly along said rurve thxough a central angle af 96°o0,00° an
arc diseance nf 15•71 Ecet,
Lhcr1Ce Squth 40°02'00" East, 66.06 Peet;
Gkence parallel wxth ehe Nosth line of said Tract 217, Ssauth 89~58100"
FFest. 10 ❑fl feet$F
thence Nesch 00 Da'pfl" West. 86 OU feet ta the pQirat of curvature of x
20.00 fomt radius tangent curve to the right,
thence Narther3y alang said curre thro~:gh a centrak angle 90°[YD'D[1" aa
arG die[ance of 33. 42 feet;
Cheslce parallrl with the taorth lzree v€ Ttact 217 Narsh 83°59'€f0" Eaat.
75.66 €eet to the True Point aF Beginnxng
• ~ f~ ~ 4433366
~ Pagg: 3of3
117150999 41:31P
PIflHEEA iIilE 09 Y@ f10.00 Scakane Ca. ]W
EXNIBIT .`B"
1 RTGHTS-17F WAY FOFL D3TCI-E5 AND PIPELINES, PROVIDCD FOR TN
CC]NTRACT DATED N[]VEIlBER 4, 19175, W CCli-I MOI]ERN ELECTRIC
WATEIt C'.OMPANY, RECC]RDED lN VOLL7ME "g„ OF GQNTRACTS,
PAGE 207.
1 AGREEMEN"C EXECUTEI7 BY AND BE`fWEEN TfIE PARTIES HE1tEIN
N~~ ~JPON THE cormYrIONs TBERErN pxovrnED
BETWEEN SP[]KANE GOUNTY, A PQLITICAL SLIBDIViSION OF
"I`I-E STATE OF WASHINGTON AND MOI)EL
1RRIGATION L31 STRTCT N(] 185A Q'{3ASI-
ML]NICIPAL CORPCIRATION OF TC-fE STATE OF
W ASHINGTQN
DATED ]U1VE 5, 1995
REGQRDED SEPTEMSER 15, 1995
ACTDITOR'S NO : 9509150126
PROVIDING IN'I'ERLf.]C11L CDDPERATION p►GREEAffiNT
* *ENCj OF EXHS,$fiT `°B„i*
N 1WP1C"dL%CL0SIIdC35l[7PELATXH18[T Fl.dnc
J O ~ ~
~ ~ O •Z
o y
I N ~ A
O v
BOWSTRING METHOD (TEN YEAR STORM DESIGN) 3
DETENTION BASIN DESIGN ~
i ~
0
NUMBER OF DRYWELLS PROPOSED
0 Single (type A 1 Double (type B) ~
Total Area (calc.) (see Hl) 2.43 Time of Conc. (calc.) (see HI) 5,64 ,
Composite "C" (calc.) (see H1) 0.41
Time of Conc. (min) S,F
Area (Acres) 2.2
C' Factor 0.4
Asphalt Area (sq. ft.) 198cl
Volume Provided 117
Outflow (cfs)
Area * C" Factor 1.0
#1 #2 #3 #4 #5 J
Time Time Intensiry Q dev. V in
Inc. Inc.
(min.) (sec.) (in./hr.) (cfs) (cu. ft.)
1 *60) (A*C*#3)
5.64 338.31 3.06 3.06 138
I
5 300 3.18 3.18 1271
10 600 2.24 2.24 160
15 900 1.77 1.77 179~ ~
20 1200 1.45 1.45 190:,
25 1500 1.21 1.21 1952 1500 452
30 1800 1.04 1.04 1990 1800 190
35 2100 0.91 0.91 2014 2100 -86
40 2400 0.82 0.82 2060 2400 -340
45 2700 0.74 0.74 2081 2700 -619
50 3000 0.68 0.68 2116 3000 -884
55 3300 0.64 0.64 2183 3300 -1117
60 3600 0.61 0.61 2264 3600 -1336
65 3900 0.60 0.60 2407 3900 -1493
70 4200 0.58 0.58 2500 4200 -1700
75 4500 0.56 0.56 2582 4500 -1918
80 4800 0.53 0.53 2602 4800 -2198
85 5100 0.52 0.52 2709 5100 -2391
90 5400 0.50 0.50 2755 5400 -2645
95 5700 0.49 0.49 2847 5700 -2853
100 6000 0.48 0.48 2932 6000 -3068
DRAIlVAGE POND CALCULATIONS
Required grassy swale pond storage volume
= Impervious Area x.5 in./ 12 in./ft. = 825 cu. ft.
Grassy swale pond volume provided = 832
DRYWELL REQUIREMENTS - 10 YEAR DESIGN STORM
Maximum storage required by Bowstring = 1047 cu. ft.
Number and type of Drywells Required 0 Single
1 Double
. ~
TIllM [)F CCiNCENTRATTOfii (minutes)
Tc (overTand) Ta {gutter}
Ct = 0.15 L2= 426
Z1= 0.16
L1(A) = 60 Z2 = 50
N(A) = 0.4 H = 0
S(A) = 0.02 n = 0.415
s = 0.0226
Tc (A) = 3.27 d = 0.20
L1(B) _ 0 Tc (gu) = 2.37
N{$} = 0 Tc(A+B) = 3.27
S(B) = o
r~(tot.) = 5.64
Tc (B) ~ {}.U Inteasity = 3.06
Areas "C" A*C A = 1.62336432
WP = 10.3066
0.45 0.90 0.405 R = 0.0993
1.98 0.30 0.594 V _2.99
0.00 0.00 0 Tc(gu) ~ 2.37
0.00 0.00 0 Q(est) = 3.06
0.00 0.00 0
t
O.00 0.00 0 Holding = 15.18
0.00 0,00 0
Tata1 A Comp "C"
2.43 0.41
Q-C*i*A= 3.06
~(est.) = 3.06
Tc (tatat) = Tc (overland) + Tc (gutter)
Tc (crverland) = Ct*(L1*NIS"0.5)^{3.6}
Ct = Q.1 5 L 1= T.enigth of Overland Flova
N= friction factor of averfand flaw (.4 far a❑erage grass carrer)
S= average slope of overtand flaw
Tc (gutter) = Leugth (&)Neloeity [ft.Isec.Y60
S= Srniom width of gutter or ditcb Area = d*B+d^2!2*(Z1+z2)
Z 1= irrverse of crass slvpe one of d.itch Z2 = imverse of crnss slope twa of ditch
d= depth of flow in gutter (estinate, check estimate vyith F'low)
Wetted perineter = B*d+{lfsin{am(I1ZP)}+11sin(atn(liZ2)))
HydrauIic Radius = R = Area/Wetbee1 Perimeter `
Velocity = 1.486ln*It^.657*s^.5 Flow = Velocity*Area
n= 0.416 for asptalt s= long'ctudinal slvpe of guttee
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FROM q N G L HE DIST NORTi-. EAST
i.W ENTEiSr SNE 13! 11 Li' YZCJBaE CU4,-qt i
RUt O IN4ar RSE , , -
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NORTH 8623 DIVISION A ,
SUITE B
SPOKANE, WA 99208
. i
(509) 467-1550 °ATE /O//S--/Cf ~ I JOB NO
FAX (509) 467-8189 A~r-reNno~ ~~14 roeA4~A4 -7-
To RE. ~/•qu~y Pr
~
WE ARE SENDING YOU 0 Attached O Under separate cover via the following items:
>
❑ Shop drawings ~rints ❑ Plans ❑ Samples ❑ Specifications
O Copy of letter ❑ Change order ❑
COPIES .A • . •
~ ~ lEfoi9fl PLt-4-A1 S
I I I
I I I
I I I
THESE ARE TRANSMITTED as checked below:
>QFor approval ❑ Approved as submitted O Resubmit copies for approval
❑ For your use D Approved as noted ❑ Submit copies for distribution
O As requested p Returned for corrections ❑ Return corrected prmts
>
O For review and comment ❑
O FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS
»
` ' tc
nn-r 9
tit ' j , V v;.
CrUi:Tv EGiPIEER
.
« ~ .
. ~ n
COPY TO
SIGNED: fl~"
lI
enc/osures are not as noted, klndly notify v
~ e
,
S P o K~ zv aa? C~ (:3 u N T Y
_ , .
Dnnsrorr OF PLANNING A Divis[oN oF THE Puue WoRcs DEPAxTmEnrr
MtCHaEF, V. ItiiEED-rnM. Du~'.crOx "GaRY C]sERG. DrRECT-]R y~
~
MEMORANDUM
TQ: Sperkaue Crunt Ass ssor's Q~#ic~; Andrea 5a~1~d~vik_rs
~ ~~~~7 ~ ~~_~rl~r•s;~iL[~titi~~~.l , , , ~L~~~~ k~~l17[~. T , I , ai~l~ FRC3M: Wa.nda C1ark, 5ecretary 2~
For Lleanna Wa1ter, Assocaate Planner
I]ATE: C3ctober 10, 2000 7
17 5 SUSJEGT: Propased Finai Plat of File No. PE-177-93-93, Va11ey Pines
Attached is a capy of the Plat Certaficate fQr the above-referenced prapased final plat.
Review and farward any camments you may have by Octo6er Ib, 2400. If yvu liave
any questions you may cali 477-7200.
Thank you.
~
Attachment; Plat Certificate
,
I
~
,y
1 1026 W. BROAE7WAY • SPrIKANE, WASHIlVGTON 94260-0220
PHOIVE: [5D9] 477-72IX1 • FAX: (509) 477-2243 • TI]L?. (549) 477-7133
SOY+157RiNG METHOD {TEN YEAFi'STC]RM OE51CvN) PRQIECT: P 1737 iIME OF CCINCENTRATIfJN (mEnu[$s)
❑E7ENTION $ASfN DESIC``aN BASIN; I
RE11kEVJER: WFiFi Tc (auelana) Tc (gutta-) Area5 ' "Cii
IVUMBER CF DRYWELLS f'ROPL}SED DATE: 2-22-95
0Sngle (type Il) 1'[JOUbIa {dyp9 $J Ct = 015 L2 = 564 0 54 0 96
Tarai Arm (cafe) {see Fii) 054 ZI = 016 o flo ois
ime a[C❑nc (caic,) fsee H1) s oo L1(A) = o Z2 = sv 000 ❑ tis
COmposite °C' (t:alc )(5ee FI1) 090 NA = ❑ 4 8- ❑ 000 090
7ime of Canc, (min) 500 s(A) = 002 rr = 0016 000 v y5
Area (AO e5) 0 54 5= 00123 ❑00 ❑ p4
C Factir ❑ 17 Tc (A) = 000 d= ❑ 175 000 000
impervious,Area (sq. it) 23492 7aia1 A Gomp'C
Vdum e Prwided 208 1002 slorm 1042 L1(B) = a Tc (gu) = 469 054 090
O.i1flOW (Cf5) 1 N(B) _ ❑ Tc{AtB} = 000
Prea * C" Factcr 009 S(B) = 0 4=C'*I*A= 1 55
7C(tC]t]= 500 Q(est)- 154
#1 #2 #3 #4 #5 #6 #7 TC (B) = 00 Intansiiy = 318
7lme Time Irstenslty 0 dev, Vin V out Stcrage A= 0768075
InC Inc 4NF = 8 9291-
(min,) (sec ) (n 1ty ) (efs) (cu, Ft.) (cu. it.) {cu. ft,) Fl _ ❑ a$s,
(#a *so) (a*c`#33 (oLrtt *#2) (#a-#s) v = 20.
Tc (total) = Tc (uverhand) + Tc {9utter} Tc(gu) = 469
5 OD 30000 318 0.29 116 340 00 -184 TC (ov2f18f1C[} = Ct*(L1*N/S "0.5) "0.6) Q(95t) = 1 54
CI=Q15 - -
5 300 318 6 28 118 300 -184 L1 = Length of Dveriand FldvV HoIdng = 2009
1 o Bai] 2 24 0 20 142 600 -458 N= frfctlon fdctr' af wEriand flow (4 fc' aveCHge g^dss Caver)
15 80[] 1 77 ❑ 16 160 800 -740 5= average s1ope of rruadand flow
20 1200 i 46 ❑ i s 171 1200 -1 a2s Te (gurter) = Length (F[.)Na1 octtY (ItJ5er,)I61)
25 150a 1 21 O11 175 1500 -1325 B= Barnom wlcfth oF gutter cr dlich
30 1800 1 04 008 179 1800 - 7621 Z1 = irrrerse of cross s1ope one oF dltch
35 2100 091 008 181 2100 --1819 7_2 = Ifverse o{ cross slope two of diich
av 2400 082 007 tas 2400 -2215 d= dspth of floav in gutter (estimate, dh edc ast rruate with Fl Dnr)
45 27017 ❑ 74 0 07 187 2700 -2513 Af29 = d''Btd"'212* (Li + Z2)
50 3000 068 006 191 3000 -2809 Wet[2d pEi'ir71etef = B*dt{1151n (atJ°5(1fZ1)) + 1/5in(atn(1/Z2)))
55 330[] ❑ 64 0A6 197 3306 -3103 f-iydraulle Racl us = R = Area/Wetted PerimelBr
66 3600 0 61 006 204 3600 -3398 Veloclty = 1 486/n*R'' .667* S ~,5
85 3500 060 05 277 3900 -3683 Fl WJ = VP.IccIly'`ArHa
70 4200 058 005 226 4200 -3974 n= 00fi fiy asphalt
76 4540 o58 005 233 4500 -4267 5= lOf5gt,lcl rral slop a qf gutter
80 480[} ❑ 53 005 235 4800 -4565
85 5100 ❑ 52 005 245 5100 -4855
50 5400 0 50 005 248 6400 -5151
95 5700 049 004 257 5700 -5443
104 6009 ❑ 48 004 265 6000 -5735
DFIAJNAGE POMCi CALL'U_PiTIDNS
Requlred gra ssy swale pond shora ge dolume
= Impenrfvus Area x 5 in / 12 in /ft = 979 Cu, ft
prwl ded 1002 cu ft 0C I
C]FiYWFlL FEQ4JIREMEMS - 10 YFAR DESGM1! STORM
hAaximum starage requlred kay Bowslring = o cu, ft
prcmided 1002 aa ft. CX I
Numfaar and type of Drywells Requlred = 0 ingle I Dou61e
~
~i
^ t -
S ~ C] 1-4- ~ N E . G <~3 U TV T Y
, -
QFFICE OF THE CoL1iV'IY ENGINEEH • A DMSI6N CTF TH& PCTBLIC WOkIGS D&PARTMEIV'f
Ronald C. Horanann, P.E., County Engineer I]ennis M. Scvtt, P.E., 'tlirectar
I}ate: /)I ~ecil ~ ~ 1 q $ S
~G ►rr~►~ ~ ~~C .
5U$JE+CT: rkc95-44 Genttemen:
A review of the rvad and drainage plans fvr this project hasbeen acco.mplished. Areas of
cancern to us are indzcateri in red on the attached plan set and calculations marked
"DRIGINAI..". Please make the correct2ans and resubtnit them to this vffice in arder that
the review pracess may proceed. When the r~lans are resubmitted. mark all charr~es an the
re~rised t~rint in colvr. ` .
Please note that the Flan set and calculations marked "CJRIGINAL' are official pubIic
+documents, and ;ttzust be returned with the revised plans aatd calculatians. Reuiew a£ the
revised plans and calcudations wi1] nvt praceed until the "aRiGINAL" set is returned to the
County.
If you have any questians about this review, please cQntact us a1 456-36(]0. Thank yQU.
Very truly yours,
Rouald C Hormann, P. E.
Spokane County Engineer
A ~
6~s
VVilliam H. Hemmings, . E.
DeVelopment Serv3ces En anager
eracls:
cc: project file
reviewer (eaniments vnly)
W 1026 Broad►naay Ave Spokane, WA 39250-0170 (509) 456-3600 FAX (509) 456-4715 TDD (509) 324-3166
klwlflreview.ltr
(-7 37
7IC(7R TITL AfSURANCE V
~ °_e~
48 1030 030 333
Guarantee
TdC❑R TZTLE 1N5LIRANCE CQh1PANY, a Califarnia carpara4ivn, herein cailed the Campany guaranteas tne Assured agaFnst
actuaf loss not exceeding the liability amaunt stated in Schedule A whieh the Assured shall sustain 4y reason of any ir€cor-
rectness in the assuranCes set torth irs Schedule A
L1ABiLf7Y EXCLtJSIONS AND LlMETAZ1ONS
1. Na guarantee is given nor liability a5sumed with respect ta the identEty a# aray party named qr referred tn in Schedule
A or wrth respect tv thE validify, iegal effeci or priarrty of any m2tter shown therein.
2. 7he Carrtpany's liability hereunder shall be limited to the amount of ac:ual lass susiatned by the Assured becausz of
reliance upon the assurances herein set #orth, but in no euent snall Ehe Company's liability exceRd the liability arasount
sei tarth in Schedule A.
PLEASc NOTE CAREFI.,ILLY THE LlA81L[TY EXGLUSIC3N5 ANCI LIM17RT1QNS ANQ THE SPECIFIC ASSU13ANCES
AFFQRDEE7 BY THIS GUARAN7EE. IF YUL1 WfSN ADD17iONAL L1A81LITY, ❑R ASSURANGES QTHER 7HAN AS CC]N-
i RfiVEQ HEREIN, PLEASE COMTACT 3HE COMFA~UY FC]R FURTHER INFQRMATION AS 7Q THE AVAIL4BIL1TY ANO
rHE CdST.
RECE4VED
SPaKANE GOUNTY
F E'B 17 2000
CURRENT PLANN1NC DM550N
Issued by: TICOR Ti iLE l1WSURANC OMPAtVY
PiONEF-R TITI E CaNIFANY OF wASHINGTC]N
521 W. FIRST AVEVU-E
SPOK~:'VE. WA 99201 By President
(3+74) 838-523 i
_ J
A~fest 5zcretary
Cl/
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EMf3R5 EMENT
ta Secarld Su.bdivision Guarantee Nv. 48 1030 030 333
issued by
TIG4R TITLE INSURANCE COMPAIVY
~ The Comgany hereby assures the Assurer3 that as vf the Effective Date hereof
- there are no rnatters shawn by the pctiblic records affecting the real property
' described zn said Subc3iv;sivn Gu ~~~han thvse shown ~dsr
Except~ions in said ;Z-[fee e, except:
1. ~°itle is now veste L. Cameran and Mary L. Cameron, husbanc3 :i.
2, Delinquent generai taxes far 2000, plus interest and fees. Amvunt : $658.57
Assessox's Farcel No. : 45214.2314
Land Value : $ (not available)
Impxovement Value : $(nvt available)
3. General taxes fvr the second half vf the year 2000 due, but not delinquent
u*+til Nvvember 1, 2000.
Amount : $553.51
Assessvr"s Parcel No. : 45214.2010
Lanc3 Value : $ (nat available)
Improvement Value : ${not available)
Nate: Genexal taxes far the full yeax billed at $1,107.02.
4. nelinquent gezseral taxes far 2000, plus interest anr3 fees.
Amount : $219 . 31
Assesspr's Pareel No. : 45214.2011
Land Value : $4nvt available)
2mprovement Value : $ (nati available)
5. General taxes far the second half of the year 2000 due, but not delinquent
urstil Alovemher 1, 2000.
Amo4irr.t : $511 . F3
Assessor's Parcel No. : 45214,2013
Land 'ilalue : $ (not avai lalale )
Imprvvement value : $(not ava.i ].able )
lvvte• General taxes for the full year billed at $1,023.27.
6. Delsnquent general taxes for 2000, plus interest and fees.
Amvunt : $1,027.22
Assessar°9 PazCel DIV. : 45214.2009
L,a.nd Value : $ (not available)
Improventent Value : $ (nvt available)
7. I]elinquent general taxes for 2000, plus interest and fees.
Am[aunt : $1, 148 .88
r,
Assessvz' s Parcel No. : 45214 . 2108
Land Value : $ [nvt available]
Tmpravement Value : $ (rzot available)
The total liability vf the Campany under said Guarantee and under this
endorsement thereto shaTl nat exceed, i.n the aggregate, the amount statea in
sairi Guarantee. This endorsement is made a par't crf said Guarantee and is
subject Ca the terms and provisians thereaf.
• Effecti.ve Date: 07-21-00 at 8:00 a.m.
r
TICOR TITLE I3+ISURANCE COMPANY
By : ~r5 ~ 3 ~
Auth~ized 5a zy`
ENDORSENlEN'I' 'I'O SUBE]IVISIbN U`[3ARANTEE
' ` • . ~
SECt7IdD SLTBDIvISIDPI GUAR?,,,TEE
SC-~iUIs~ A
STATE COE7E AGENCY CODE
4e 1030
FILE FOLIC'f POLICY PQLICY F,MaT]Ni' C]g
NUMBER 'IV-PE NUHfBER DATE INSLFRAATCE PREM ;+Jm
P-252455 030 0333 FEBR[IARY 02, 2000 300.00 204.00
AT 8: 0 4 a. m.
Name of Assured Pelcner, Sraansan, Lackey, Drrrar., LerNis and Robertson
The assurances referred ta an the face paae are•
That accvrding to thflse pubIic recnres which, under the recording laws, imaart
canst'-ructive notiee qi matters reTati:re Cv tFae fQllawing deseribed xeal
property:
Parcei A-
The West half of the North 643.75 fea* of Tract 217 ❑f FIRST ADDITION TO
OPP[JRTLINT_TY, accazding ta Plae recorded in VoZume "p" of Plats, Page 37, in
Spakane County, Washington;
7-XCEPT the East 95 fEet of the Narth 110 feet and;
EXCEPT the North 5 feet thereaf, c3eeded tQ Snokaze Caunty for Twelfth Avsnur:,
under Auditoa's File No. 1813628
'NM EXCEPT a ce:tain parcel a£ Zand located :;n the Southeast quarter af
5ection 21, Towr.snia 25 North, Range 44 EasC, W.M., in Spakane County,
washingtan, neing more parLicularly describeri as foZlvws:
SEGr-NNiNG at tiae Ivortheast corner Of the West halt of the North 643.75 Feet of
Tract 237 ❑f FirZST ADDIT2I3N ta OFP[7R'I"ETNIT''1, accord=ng ta Plat recorder3 in
Vvlume "pls oF P1ats, Page 37;
thence a1Qng the East line of the 53id WL'St haZf of Tract 217, South 00063120"
west, 5.00 feet ta the North line of the 5vuth 538.75 feet of the said North
543•75 feet of Ghe West halt of Tract 217;
thence a?ang said Nortn la.ne, Sauth 89°58104" 'r7est, 95.00 feet;
thence Svuth 00 0 03'20" West, 19.98 feet tv The True Poznt of Beginniryg;
said goint heing aB aint vn a nan-tangent curve to the Zegt, ha.ring a radial
bearing of South ?S 30'371' £ast, and a radius of 2{}.40 feet;
thence Southe;ly alvnc said curve Chraugh a central angle ai 14031'23" a:: are
distance of 5.07 feet;
thence Saueh aa°02'00" East, 86.00 feet;
thence North 890 58100" EasM, 95.50 feet tQ the East line of the West ha?i of
said Tract 217;
Chence alvng said East line, North Dc}°03'20" EasC, 5 00 feet;
Chence 5vut~: 890 58100" West, 95.00 feet;
thence Nvrth 00 0 03'24" EasC, SS OZ feet to the xrue Pvint of geginning.
Farcel B:
The East half of the East half of the Nvrth 643.75 feet of Tract 218 of FT-RST
ADDITION TQ 4PFORTJNI'£Y, accarding tO Plat rec4rded in Volume "p" of Plats,
Fage 37, in 5pokane Cauntw, Washington;
EXCEPT the North 5 feet thereof, deeded to Spokane Caunty £ar Twelfth Ave^ue,
undez Audator"s File No. 181362B.
Parcel G:
The North 643.75 feet of TraCt 219, FIRST FaDDiTiON TO OPPflR'I"ETNITY, according
ta Flat recordec3 in Volume "p" of P7ats, ?age 37, in Spokane County,
Washingtan,
EXCEPT the NorCh 5 feet thereof,
TOGETHER WITIi that gorticsn ❑f •aacated Unicn 5txaeC on thz West, that wauld
attach per operatian of law.
Pareel D:
The South 393.75 ie°t of the West hal€ of the East hal€ of the North 643 75
feet of Tract 218 of FIRST ADL]ITIt?N TO DPPORTUVI'I`Y, accvrding tv Plat recordea
in Valume "pll of PlatS, Page 37,
Fasc°l E:
The West half of the NartYs 643 , 75 feet of Tract 218 of F'IRST ADDI'TIflN TQ
C?PPflRTUN2TY, accarding to Plat recarded i: VaZume "P" ar Plats, ?age 37,
EXCEPT the Naxth 250 feet, arcd the West 80 `eet thereo€, in Sov;cane County,
washingtan_
Parcel F:
The South 518.25 feet of the West Sa feet a~ the Nvrth 543.75 feet of Tract
218 of FIRS'T ADI7I`FIDiV TGt pFPQRTLTNIT3C, acGVrding Go Plat recorcled in Vo3ume "P"
of Plats, Page 37, in Spvkane Gaunty, Washingtan,
Parcel G :
A cercain parceZ of land located in the Southeasz cuarter of Sectz'vn 21,
Township 25 North, Range 44 East, W.M., zn Spokane Cvunty, Washington, beinn
more particularly described as foliaws:
BEGIN'~iI2NG at tkte Nvrtheast c4zner of ehs West half of the North 643.75 feet aE
TracC 217 ❑f FIRST ADt]ITIDN TD OPPdRTVAIZTY, accvrdzng tv Plat reeorded in
Vvlume "P" o£ Flats, Page 37;
thence along the East lzne ❑f the said West half of Tract 217, Snuth
00 0 03'20" West, 5.00 feet to the True Praint of Beginn;ng,
thence continuing along the East line of the sai-d West half of Tract 217,
Saut?: 000 03124" West, 5 0D feet;
thence Svuth 890 58100" west, 35.66 feeC co the point Qf curvature o£ a tangent
curve [o the 1eft, said curve having a radius af 24.00 feet;
thence alvng said curve throuerh a certral angle af 750 2e`37" an arc distance
v€ 25.35 feet tv a paint of nan-tancency vn said curve, said pvint havang a
radial bearzag of South 75a30'37" East;
thenc°_ Nvrtb. 00003' 20" East, 19.98 feet to the NQrth Zine of the 5vuth 638.75
feet of the North 643.75 feet of saad west half vf Tract 217;
thence along said Nvrth line, hlrrth 890 581001' East, 95.00 feet tv the True
Point of Segannang-
T"itle to s ic reaT vroperty is vestAd in:
~
TZ&T, C.
5ubjec` tQ the matters shvwn belaw under Exceptians, which Exceptions are nat
necessaril.y shvwn in the arder of their priaxity.
EXCEPTIC1NS:
1. Taxes or assessanenCs whsch are nvt shown as existina liens by the records of
any taxing authvrity Chat levies taxes or assessments vn reak pzoperty or by
Che publie records.
2. Unnatented mining claams; reservativns or exceptions in the LFnited 5tates
Fatents or in Aets authorizing the issuance thereof; wa'ter rights, elaims or
tatle ta water.
3. Tit1e to any nroperty beyanci the lines of the real p;vperty expressly
descrzbed taeresn, or tstle tv streets, rvads, avenues, lanes, ways ❑r
waterways on ahzch such real property abuts, or the right to maintain thereir:
vaults, tunr.els, ramps, or any ❑ther structure or improvement; or any r?.ghts
or easements therein unless such pronerty, raghts or easements are expressly
and specificalIy set forth i.n said description.
4. General taxes for 240(}, whsch can nvt be pazd until Februarv 15, 2004.
Amount • $ (not auai?' able)
Assessaz's Parcel No. : 45214.2314
Land Value : $(nat available)
Tmpravement Value : $ (not available)
S. General taxes fvr 2000, which can not be paid until February 15, 2000.
Amvunt . $ (nQt available)
Assessor's Parcel No. 45214.2010
Land VaIue : $(ncst avaxlable)
Imprvvement Value : S(not availalale)
6. General taxes fvr 2000, whiclz caaz nat be paid until February 15, 2000.
AmQUnG : $(nat avaiZable)
Assessor's Parcel N4. : 45214.2011
Land Value : $ (nat a=railable)
Empravement value $Inot avaalabZeY
7. General taxes for 2000, which can not be paid until Febzuary 17, 2000.
• - ~
Amount : $ {roe available)
Assessor's ParceZ Na • 45214.2013
Land Value : $(not available)
Improvement value : Vnot available)
8• Ger.eral taxes for 2000, which can nat be paici v.r,tiT February 15, 2006.
Amount : $ tnot avaa.? able3
Assessor's ParCeJ. ND. : 45214.2009
Land Value : $(not ava;Zable)
improvement Va1ue : $(not available)
9• Genera3, taxes fvr 200e, which can nvC k7e paic ur.til Februar;r 15, 2000.
Amount . $(not available)
Assessvr's ParceZ Vv. : 45214.2188
Land Value : $(nat available)
Improvement Va?ue S(not available)
lo Ari assessment payable in annual i.:tstailme-rit(s) plus interest.
Unpaid Balance : $35.271.42
Far : ULID
gistricC No. . 952
Instailment(s) ilnpaid : 17
Installment(s) DelancnFent : 2
Next Installment4sJ Delanquent: June 22, 2004
Assessvr's Parcel Na. : 45214.2314
As to parcel C
11. An assessment payable in az-anual installme=r(s) p?us interest.
[7npaid Salance : $3,152.50
Far : Sewer
Distrzc[ Na. . 952
Ynstallme*it (s) Uninaid : 17
Next 3nsta1lment(s) Delircquent: Ja:.r:e 22, 2000
Assessor's Pascel Nv. : 45214.2011
As to Parcel E
12. An assessment payabZe in annual instalZment (s) plus interest.
CTnnaid Ba3ar.ee : $9,353.19
FQZ : Sewer
DiStrzCt ND. : Z7952
Installment(s) Unpaid : 17
Installmentts3 Delinquent : 3
Next InstalPment{s) nelinquent: June 22, 2000
Assessar's Parce1 Ptv. : 45214.2005
As to Parcel B
13. 4ights-cf-way far Ditcixes and Pipelanes, prouir3ed for in Contract dated
November 4, I905, with Mvdern Electrzc Water Company, recorded in Vv].ume 'IE"
ot Contracts, °age 267.
14. Deed of Trust to secure an indebCedness aF the amount herean s4ated and a::v
ather oblzvaiions gayable under the terms thereof.
Amount : $105,000.00
I7ated : Mav 31, 1994
RecorCieci : Juzze Z, 1994
Auditdr`s No. : 9446020151
Grantor : Valley Fines I.imiLed Partnersh.ip, a Washingtfln Limitec
Partnership
Trustee : First American TiLle In urance Crsmgany, a Californaa
cvpr
neneficiary • -
Affects : Pare s D an E
The beneficyal interest under said Deed oE T,ust was assigned bu instrt:menc.
E]ated : June 6, 1994
Recorderi : June 9, 1944 ~
Auditar' S Na. : 9406(}90043
~
The Trustee vi Deed Df Trust recnrded under Auditox's Nc5 9406420151 has
resigned anc a successor trustee 1:as been appainted.
RecoxdeG : July 18, 1995
Auciitnr's Na. : 9507184001
SuCcessar Trustee: Chester T. Lackey
15. Deed aif Trusc ta seeure an ineiebtedness of t?:e amQUnt herein stated ar.d an=r
ather oblagaLzons oayable urcder khe tersns thezeaf.
A„ount : $71,000.00
Dated : August 1„ 1994
RecordeQ : August 18, 1944
rZuditor's Na. : 9408180258 -
GranCvr : Valley Pi.nes Lxmited Partr.e_shio, a Washingtan Limicee
Partnershin
Trustee : r irst American Tit? e Insu=ance Ccmnansi, a Calafdx-:•.ia
Cornoratzon
Benefzczary : hfortgage Exchange snvestments, 2r.c., a Washingtcr. Cvrpvratior.
Affects : Parce3. F
'Fhe }3EI1EfiC1dI incerest under said I7eed vf Trv.st was assigned by instrumene.
Dated : A11gL1St 23, 1994
Recordec'f : August 25, 1994
Auditar's Na_ : 5408250471 -
The Trustee o-f Deec3 af Trust recvrded unde= Auaitor's Nv. 9408180258 has
resigned and a successvr Crustee has been appointed.
Recarced . Augus[ 13. 1998
Auditor's No. . 42559€0
Successor 'Frtistee Chester T. Lackey
Natice of `Frustee's Sale of the Dend af Trust recvrded under Aussitar's No.
940818[}258, has heen recvrded in the Audieor°s Office af Spokane Count_,r,
Washington.
Daee and Time of Sale: December 4, 3398 aC 10:00 a.m.
PIatice ReCDrc?ed : August 31, 1998
Audztor's Na. : 4262824
16. Agreement executed by and betwepn the parties herezn :lamed ugon the conditioTs
therein provxded.
3etween : Spvkane Ccrunty, a pciitacai subdiuision of the Seate of
washingcan and ' e No. 18, a quasi-
munTCigal Car~noratian of the State of washingtvn
Dated : June 6, 1995
Recvrded : Septerrilber 15, 1995
Pravir3ing : Interlacal Cooperatzan Agreement
17. Deed `of Trust to serure an indebtedness of the amaunt herein stated and any
cather ahligatians payahle under the terms theretif.
Amount : $65,000.00
Dated : January 17, 1997
Recorded : January 24, 1997
Auditar's No. : 4071618
Grantar : Mvrtcage Exchange InvestmenCs, Tnc., a WashingCon Carp.
arr.d Jeff Langness, Personally
Trustee • First American Title Insurance Campany, a CaliforrYia ~
Carpvrativn
A'Lfects : Parce C
The Trustee of Deed of Trust recorded under Auditor's No. 4071618 has zesicned
and a suceessrr trustee has kaeen appainted.
Ftecarded : July 2, 1998
Aurlitvr's No. : 4239844
5uceessor Trcistee : Ches ter T. Lackey
Nocice of Truste°'s Sale of the L7eed of Trust reccarded under Auditar's No.
4071518, has been recorded in the Auditvr's affice of Spvkane Caunty,
Washzngton.
Date ard Tame of Sale: F3ece!nber 4, 1998 at 10:00 a.m.
Notice kecorded : August 31, 1998
ALLdItor' S NO. : 4262$23
18. Deeei of Trust tv secu_e an indeTotedness o€ the amaunt herein stated and any
other vbligations paya}aie under Ehe terms thereof.
Ainaurit : $50, 000.00
Dater3 : May 2, 1997
Recvrded : 3urte 16, 1997
Auditar's Na. : 4112400
Grantar :Mortgage Exchange Investmen[ s, Inc., a Wasningtcn Corpvratirsri
TxtasCee : Fixst American Title Insurance Company, a Calzfornia
Corporation
Affects : Tareels A & B
The Trustee of Oe°d of Trust recvrded under Auditor's Na. 4112400 has resirsned
and a successor tzustee has loeen appainted.
Recarded : July 2, 1998
Auditor's Na. : 4239845
Successaz Trus[ee: Chest°_r T. Laeke;✓
iVot ice of Trustee' s Sale of the Deec a€ Tr-asz recarded under AudA taY' sNe .
4112400,has been recorced in the Auditor' sOf i ice af Spakane Ccunt,r,
washington.
Date and filme of 5ale: Decem:oer 4, 1998 ac 10.00 a.m.
Not:.ce Recorded : ruga.s[ 31, 1998
Auditar°s Np. 4252825
? 9 Deed vf Trusc eo secuze an ir~~ebtedness of the arnount herean stated ar.d anir
ocher ob1igativns na_rabIe uneer the terms the,eaf.
Amount : $80,a{}a . 00
Dated : Decemioer 3, 1959
Recrarded : December 6, 1999
Auditar's No. . 4437432
CranCnr : TZ&T, L.L.C.
Trustee . Paar.ee- Tiele Company of WC~
as~-ngton
t- - .
VALLEY PIN'ES SLTBDIVISION-PHASE 1
LaT PLANS
DECEMBER 29,1994
~ etvi S t"c GoT v`*,t 3 Q'd rN A'Tt e-~
~
~ e 7fn rt /Fsc D CM'5E+~~T S~oG ZoE~j 5+.~~'~E .
T,q%, v Aft p isy .
~ I ►cew oE. S ~k~E ee.ss sEcn~l ~'a¢.. ~ S~JAc..'Er .
PREPARED BY: HAHN ENGINEERING, INC.
N. 8623 DIVISION, SUITE B
SPOKANE, WA 99208
(509) 467-1550
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POND ~ag Pvn~fl oa s~. ~ 3~~
j sO,-roM EL. = 2057.46 Boz-rOn~ EL. = 2056.$7
x- x' cuRe DRoPS 2- 2a cuRB oRaPs
saun~~r a~ ~ev~ srn. 0+65.0 ~ srn i+i~:a .
Fa..nT ~Frou ,~En srn. 0+75.0
A 13#h ►Al1ENUE
. OMw~E E7ASEM~r
28' 79.10 2' CUR6 01tOP
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_ A~' LLa E INES PHAS~ ~ HAHN ENGIIVEERING N. 8623 SlliTE B DIViSIDN SPQKA1dE, WA. 99208
~ , • I
PO'Na E1
, BOTfflM EL - 2059.54 I
SGAL.E: 1" = 30'
9DlJN0ARY OF LEYEL
FLA7 SQTTOFA AREA +
DRAINAGE EJ45EAlENf - - .
15.5'
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.
117.91 ~ I 41 ry
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118.22
LOT fi, BLOCK 1
VALLEY PINE5 PHASE 1
HAHN ENGfNEERIHG N. 8623 SL11TE 3 DiVISiQN SPOItANE, WA. 99208
` i 117. V LJ' I i
sc+u.E: r• = 30•
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117.91 I ~ ^ in
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BOUNfMRY OF LEVEL 2- Z' CURB DR4PS
, . FLAT BpTTf?M AREA STA. 1+50,6
- L sra. y+s j a
f FtAINACE EASEMENT
POND E1 BorroM EL. ~ 2059.54
, . L4]T 7, BLOGK 1
li4LL PFN~S PHASE 1
HAHIV ENGIh[EERING N. 8623 SU1TE B C11ViSIC7N SPDICAhfE, WA. 99208
1 .
1
POND E2 SC"LE: ° 30'
' BOTTOM EL. = 2056.30
BOUNDARY OF LEVEL
_ fLAT BOTTOAI AREA
3.5'
DRAINAGE EASEMENT
1 ~
117.30 I 2- 2' CURB DROPS
STa 3+20.0
3~ )-j - STA 3+32.0
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117.60
I
,
LOT 8, BLOCK 1
. VALLEY PINES PHASE 1
HAHN ENGINEERING N. 8623 SUITE B DIVISION SPOKANE, WA. 99208
r
SCALE: t' e 30'
• I
1 16.64 (
Y
U
0 . Z 0 tx
(D Cfl Z 00 00 ~ .
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a
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117.30 °i 2- 2' CURB DROPS
BOUNDARY OF LFVEL STA. 3+20.0
FLAT BOTTOM AREA 3- (TypLf STA 3+32.0
. ORAINAGE EASEMENT
' POND E2
, BOTTOM EL. = 2056.30
LOT 9, BLOCK 1
VALLEY EINES PHASE 1
HAHN ENGINEERING N. 8623 SUITE B DIVISION SPOKANE. WA. 99208
( P I
e
. ~
SCAU: 1' ° 30'
PDND E4 .
- BQTTOM EL. = 2053.25
vYPE -ir aRYWELL wr HOlJh6DARY dF
SPECIAL Cl1RB fAfLEt TYPE 4 FRAIrIE dc GRATE fLAT 80Tfi01A AREA
57X 0+5.0 5Th 0+25, 1 Zth AI+E.
S'TA. 0+10A 5TA 4+91.5. PERRINE RD.
GFA7£ EL - 2053.75 3.5' CVRB DROP
, STA. 4+84.25, PFRRIHE RU. °
IE, - 2055.51
12tfi A'11ENUE
r
~ ' . ' i • • • . . • 4--~--~- 96.68 UFtAINACE EluFaiENf ~ i;~ •.r ~ ~ ~ ~ J ~
. aW euILaiNc sETancK
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116.64
;
LOT 10, BLOCK 1
V►4LLEY_ PINES PHA'SE 1.
HAHN EhlGfNEERWG N. 8623 SUITE 8 DIVISION SPOKANE, WA. 9920$
,
POND E3 BOTTOM EL. = 2055.07
BOUNDARY OF LVEL '
Fu,r eorroM aaEA 12th AVENUE ~
SCALE: 1' ~ 30' '
io. 64.05
a.s { owur~ce
2-2.5' CURB DROPS 31 (TYP) EASEMENT ,
5Ta 4+80.5, PERRINE RD. 7-
STA. 4+70.5, PERRINE RD. 25' BUILDING SETHACK
M
15' (
O
O
Z O N N
~ z
W °
a . m
o ~
' 84.05
LOT 1, BLOCK 2
VALLEY PINES PHASE 1
HAHN ENGINEERING N. 8623 SUITE 8 DIVISION SPOKANE, WA. 99208 •
~
~ 84.05 sca.E: = 30'
Y
~
0 y
~ 0 Z ~
0 9 0
Z ° 'm c~l
~
a
~
30' BUILDING SEfBACK
` 3,
. r~ ~r ' BOUNDARY OF LEVEL
. I . I~ FLAT BOTTOM ARFA
~
. 64.05 ~ i N ~
~ t J' ~ DRAINAGE E4SEMENT
13th AVENUE
2- 2' CURB DROPS p0 N D C4
` STrn: 1+ ~
s 3.05 BOITOM EL. = 2056.77
LOT 2, BLOCK 2
VALLEY PINES PHASE
,
HAHN ENGINEERING N. 8623 SUITE 8 DIVISION SPOKANE. WA. 99208
Page 1 of 2
.
t .
Wayne McGavran
From: Wayne McGavran
Sent: Wednesday, March 01, 2006 2:19 PM
To: Alysa Wyrick
Cc: John Hohman
Subject: PE-1737-Valley Pines Subdivision Updates
Alysa,
Allan Jackson and I conducted a field review of this project on 2/28/06 and noted the following list of
deficiencies with recommendations for resolution:
PE-1737--Valley Pines Subdivision
Swale Items
1. Al, lots 24 & 25, Perrine Rd., Grade side slopes to 3:1, re-grade bottom, and seed.
2. A2, lots 26 & 27, Perrine Rd., Needs to be completed.
3. A3, add-on, lot 28, 12th Ave., Level frame and grate by re-setting.
4. Bl, lot l, S/E corner 12th and Perrine, Raise frame & grate to 6" above sod.
5. C3, lot 18, S/W corner 13th and Robie Ct., Raise frame & grate to 6" above sod.
6. D1, lots 6& 5, 13t' Ave. opposite C2, Finish swale conshuction and seed.
7. D2, lots 3& 2, 13t' Ave., Remove weeds and seed at inlet.
8. E2, lots 11 & 10, l3th Ave., Re-grade bottom and seed.
9. E3, lot 10, S/W corner 13th and Whipple, Re-grade bottom, seed, and raise frame and grate to 6"
above sod.
10. F1, lots 3& 4, W}vpple Rd., Re-grade bottom, seed, and raise frame and grate to 6" above sod.
11. G1, lot 1, S/E corner 12t' and Whipple, Re-grade side slopes to 3:1 and seed.
12. Hl, lot l, S/W corner 12th and Whipple, Raise frame and grate to 6" above sod.
13. J1, lot 2& 3, 12th Ave., Grout frame and grate of drywell (not anchored).
Note: Most of the drywells still have the fabric in place under the grates-this should have been removed
upon compledon of work.
Other Construction Items
1. Corner of l3th and Perrine, Re-set street sign to meet MUTCD placement.
2. 1311 S. Perrine, Cracked and broken curbs and driveway apron-Repair
3. Intersection of 12th and Whipple, Cracks and chips in curb, gutter and sidewalk-Repair.
3/7/2006
Page 2 of 2
~
a -
4. Srvale design changes were made without p]an approval-Submit p1ans of redesigned swapes fc►r
approval
5, Certificativn Package and Record Drawings not yet subrnitted.
T'hese deficiencies genera]ty mirror Sandra's cancems. VVe have been trying to cvnttaCt Fmntier
Insurance tQ verify bonding lnfo but their p'hane has been busy for a week. There is a letter in the fles
frvm Sandra tu Chester Lackey, att4rney far Lee Caneron, stating there was additional work necessary
to cvmplete the project, 1Vv reply has yet be~n received. We will prepare asecond letter tv Chester
Lackey outlining the work k4 be dvne with a time frame fvr responding.
317I2(106
u 2UU3 8 : Ub~i ~:onstruction Inc• r0 15e9523587No-943Up,0N. 1
~'M I' i e r s .
Gyty of . ~ . . PERMrT # PW-.P--O 03 " /4)
SpOKANL VALLEX . ~ • : ~ .
UTILIT'Y RIGHT - OF --'WAY APPLICA.TYON AND PP.RMrT
PrIB.T_.,t'C WORKSDB'PARTILffNT Date,project starts ~7 . o
Date Prof ect ends
(~.'Iease call for fin.al3nspectiou)
~ "PLYCAT'ION
L'ocation af propextyfnvolr+e~d (ox Addters)*~j~ ~o ! ot s~AP-~'~ .
. . ,
Name of company
Addresa of company phone .
Contxactoxs name -P, Q R s oj
~
Contractors address 3/) 0A=' &2L7 q phoae 91JI J'3(,e,
Coiatraetore registxation Number P 2r- R Sr, -T'0 0 ' Expiratlon date S~m y/~o f~
xigar of way: - . ~ ~ .
FaYement vr sldewalk intruslye. yas X No
Intrustve o4bide otpavemeo►t or sidewalkg: ~ Yes No
' Leagth of cut ft. Aepth of cuC ft Widtlx of cat , ft
• ' Direc,tloJa 0f cut ~ • ~ ~ . . S7~i~ii~, wPdlr~~'n~ ! u,-4ea SFxu"'(p
6oG~'7R' 61 P0 4 F af'
Contact person
A,ddress of coxtt7act SI} n, C ' . Phone y93 sals Pe ~
' Please ezplan ia detail the d.escrip6an of tbt activitypzoposed. i,Jen 5~xo~c~'
. I . ~
Y kareby authorixe the City of Spokaae Vnllep co charge ~ths pernait fee to nn.y charge card. ~
Vba msseercharge 4 a bY aqf 7. vaua nsca ~Vms
Ptittt name oiholdet MaK Ai'c g 'L` F¢ Qsvi 51~at~ure VA4L;A ~A1
Restorstion: Permaaent Tempor*rq ~
Type of back bi1 to be uaed,: g7t~ve1 Cravhed X. CDF • ~ '
YS A COP"Y VF A BOND DEPOSITED WTx'$.T$E CxTY OF 5POKANE VALL$Y ? ~
A COPY OF 1'SE C1'X''Y / UTMIZ'y'I,x,42IY,,1Ty IlNSUgpNCE pOLICX MIIST BE QN
FItE AT 7RE CYTX. ~ . ~ .
P=MMXT FEE S„~.. 00 YNS"PEGTION FEE g
Approved
• . CO Y ~ ' •
PUblic W4rks Director Date ' .
. CAI.L 3d XOURSB"ORIs"JNSlb',8`CIZOIV'NBED.LD ' .
. • Pharca 509-688-0436 Paz .509-688-0037
R-o- a►nPP. . ~ . .
Received Tlme Ju1 • 2• 9:38AM • ~ . ~ .
, ' ~ • ~ . • • ~Fok TnTOti O°'= PAGE 02
. . . . . . n w 29 2003 20 :A?
m
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$TA. 11 +4 1.77 12th AVE. = STREEf' iN
STA. fi+25.~ PERRf~IE RD. STA. 16~-~
5`{REET it~iTTERSEC~IIDl~ STA. E~3[
STA. t 4+83.97 t ~ AVE1Nl1E [bsrAts. wxoiCw r+AWs
Px SPCK" oaustrY sM
(sEE uEM- SHM s aF e} d •
Rf~1E
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~ F7i35T1NG, EIfGE OF IMSPkiFLF
. . PFtOPOSED McE OF NEr ASPxr►+Lr,
w s~~ f
1 2th AYE.lp+oo
~ ~ ~'M f f .,~Ty - ' - " - r= .r
~ a L .~x' _.~-•.~--."_.R"~3'}:`_R• ,.4_...d•.-~- _~~I, ` 8a~.'1~~ . :
84 14, ~ ~ •S`I.,~• 7~4.,4`
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SYYALE H-1" ~
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` -
, ...._QZRfNE WHi
r
K111'tiF}a`I, ~andy
From: Cass, Steve
5ent: Thursday, Juiy 11, 2002 10:20 AM
Tv: Kimball, Sandy
Subject: P 9737
I
Sandy, ffiere is an address change Far Chester L.ackey:
900 T]upont Street
Bellinghara-i, Wa 98225
i
% , ~ DD-
S FC) f--- A. N E ~ C7 CS N-r Y
BIVISIOI+I oF ENGTniEER1NG nND 12[]ADS A DIVTiSIQId dF THE PS36LIC WOAKS DEPARTMENT
Wi16iarn A]ohns, PE., Caunty Engmeer February 8, 2000
-
Randell G Hahhn, P.E. ,
Hahn Engineering, Inc.
8623 N Division, Ste. B
Spokane, WA 99208
Re: Mylar Acceptanee & Constructivn 5tatus
Valley Pines 5ubdivisi4n (PE-1737)
Randy,
The piat rMylars have heen accepted fQr construction. The mylar set wil1 be released fvr
permitting once the con5ultant work authorizatian for cnnstruction inspection services has
been received if the develaper wishes to proceed with the inal platting at this time, a
surety in the amount ❑f $275,0(]0 needs tv be pasted tv allow the final plat apprvvai to
mave forward.
T may be reached at 477-7257 regarding this letter or other engineering plat issues.
Sincerely,
If{/ #Z4&j
//Ot
{Gary W. Nybecg,
Plan Ffeview Engineer
cc. Bi11 Hemrnings
gwnlgJengesldevstvcslcomztilcamments:P-1737accept doc
1026 W. 9rradrvay Rve • 5pokane, WA 99250-0170 ■(5d9) 477-3600 FAX. (549) 477-7555 {2nd Floar} 477-7478 (3rd Floar) ■ TDD• {509} 437•7133
r' 02/18/2000 24;07 467$1B9.- HAHN ENGINEER','~-T PAGE e1
, r y
,
~
HahrT Engtneertng, Iitc.
ftofenimat E►~~~~ and Landsurvevon ~ ~
8623 nivisim St. * suite B
spokane, WA 99208
(509) 467-r55o
F~ ~509j 46 7-81s9
FA~SndrLE COVM SBEET
r.ATE
TO:
~
4CLommffpmaaLny)
FAX NNO . ( y 7 7 ° TDTAL FAGES
~ .
[incluc'ling cover sheet]
FROM: 6Q~7 ~ .
s~cT: f}U.1~
WE ARE SENLlING THE FOLLOWING :
CCb2dENTS : If you do avt reveive all pages or have any questivns'r please call
us at (509) 487-1550
' Original will nat fall+aw
priginal will faliow via.
u, S , Mai l. Hand nelivercy
Federal Expreas Qther
02/18/2000 14:07 46781P9 HAHN ENGINEER" ` PAGE 02
. Spokane County Engiueer's File No.
STATEMENT OF AGREEMENT
TZ N~_D_ _7' rr ciTHO AS i-to - Nn, a corporation of the state of
Washington ("SPONSOR") has entered into a contractual agreement
with KA F.NMN . _R N = JUc' ("ENGINEER" ) for construction
engineering SeT'vices for vAT-T-FY PINES SUBDTVISTON, as recorded
under Spokane County Auditor's Document Nv.
1. The minimum scope of these construction engineering services
includes, but is not limited to:
A) Daily ohservation and reporting of construction
activities on this project:
B) Maintenance of all construction records related to this
project, to znclude, but not limited to da,ily inspection reports,
manufacturer`s certifications, material test reports, and
correspondence;
C) Assurance that the construction of the roads and
appurtenant drainage facil.ities is according to the certified and
approved plans accepted by the Spokane County Engineer, Spokane
County General Provisions, the Standard Specifications, and
applicable portions of the WSDOT Construction Manual;
D) Survey Staking and Monumentation:
E) Development of Record Drawings; and
F) Testing of construction materi.als for compliance to the
plans accepted by the Spokane County Engineer. Spokane County
General Provi,sions, the SCandard Specifications. and applicable
portions of the WSDOT Construction Manual, all according to the
edition of the "Spokane County Standards for Road and Sewer
Construction" governing this project.
2. Prior to acceptance of the roads and drainage facilities by
Spokane County. Lhe Engineer shall submit ail canstruction
records and the Record Drawings to the Spokane County Engineer
Page - 1
192/18A2000 14:07 45781:?9- HAHN ENGIhJEER' PAGE 63
. 5pokane Cvunty En&eer's Fxle Na.
3 The tatal estamated cast of the Corsstrraction Engineering
Services for this prvjeCt is'
$ R 6f7E3 . C30
DATED this y,1.jL-day of _~shruar~• .2000~
SPONSOR :
A WashirigtOri Carpor ora
_NAM
TITLE
STA'TE aF" WASH I NGTON )
County of 5pvkane ~
Z certify that T know or have satisfactory evidence that
is the persan whv apgeared befQre me, and that said persvn
acknQwledged that he sigrle[f this instrument. vr, aath sCated that
tha informativn cvntained in this instrument k5 factual and
accurate, and tha't he was authori.zed to execute this instrument,
and a cknowl edged it as ehe TITLE of coRPaRArzaN
Was'hxngtan corporation, to be the free and vaJ.untaxy act of said
corporatron. for the uses and purposes therezn mentioned in thce
instz'ument.
~ -
. ~
wow"4p~is tiay of
.
y' .~0T-9,g -A;T0zNC7TARY P USL IC an a n f or t h 5t e
y,~t Q f Washirtgton, res di.n t a At.ak
: MY aF~+ointtnent exp~.res
; s xo~;,•~
,r`~~]'~~►''i~!*P'~~~i sLLday o f 14&(AA~
Page - ~
02/18I2090 10.:07 467811?9 _ FAHN ENGINEER,•r PAGE 04
r
Spoltane Ccut1ry Engineees Fike AIo.
ENG I NEER '
A Wastzingtvn Co:rporat iQn
By
Namsy Randel1 G. iHa hn
(Titla)Px'esident
STATE L F WASHI NGTON 1
) ss
County of Spakana )
Icertify that I know or have satisfactary evidence that
is thg person who appeared bafore me, and that said persan
acknaw$edged that he sigrtsd this instrument. pn vath stated that
the in#ormatzan Ct]ntaaraed xn this instrument is factual and
accurate. and that he was authorized tv exec►ate th~s instrument,
and acknvwledged it as the of . a
washingtan carpor3tlan, to be the free and vvluntary act of said
csarparation. far ttse uses and purposes therein mentioned in Ehe
instrument-
I]ated this ~U day of EebruazX . .2QQ..~.
r ~ *anfor 11 H1~1r~*ith St te
of washir~gtvr~. t~~
~ c ' ~ Q•~ ~ MY apPaintment expire s
A a.• _
~
~a '
.
. . ~i,
N
oiiltl~~1►
P8g6 ~ 3
'
-ME1 ► 1O
Ta: Eelcher et a1
FrQm: L]avid A. Serta, L.S.
Suhject: Plan Review P1737 Valley Pines
Date: November 17, 1999
Qur af~'ice has received your Plat for review grivr tfl accepting a final Plat. For this department
to continue we need a signed agreernent to pay fces .I£you haue any questions call me at 477-
7600 . Thank yvu for responding ta this matter.
cc ranald hand
hahn engineering
FA X Caver Si let ~
sPa~ane County Pudlic works
7 026 W. Broadway A,►renue
Spokane, WA 99260-0170
Phone No. +49I45+rj,-3600
Fax No. 50913 2 4-3 4 7►8 AM
DaLe _/O ` 3nT Z-T Fax Na. { 6oq ] -4-6- - ~ sIw~f cQ[w'Y
TO ~_I$ad 04
H.A nt et~(G. iNc, -
E'ages (inclucling eover sheet)
From ~r r- L- gem ►wt e r-r G
-srintC*tigr Ge~€~~s7~' ~~~~t~ +r~a1-~5 - •
ISiF1esSe'ige q 0- --5 i.11S ve.c e'!9'~~ Pwo- t~ 0 A a r,( f+ ! 1+4 es i`~ OS )VC] 'T"
4Q-5g- -g&PO11 0WE- C49fd'XVTV -ZStif cP3W1 rr&L Re5CPZ+1l,eKV-qr~.
d - . sPOKANE CaUNTY ElilTRnvI RQ~ ~ DRAINAGE
sUBNHTTAL c~CKLzST
PRorECT # DAfiE. Ialls-A777
PRo,EcT NAME:
PROlECT SF'[]NSOR,
~
PROrEc-r ErrGzrrEER: TELJ
(Raad & Drasnage Plana) PRoJEcT SuRvEYOR: T~~ 0 'Ob 7- 1 S
(Plat)
- PLEASE PROVIIDE ARESF[33N5E TO EACH [JFTHE FaLLOW1PiG ITUvL,.
GEiVERAI, ITEM9
rZvaIlmiA❑ i. A sigaed "AGR~ENUM T'O PAY k'EFS" farm 'bas been subnutted to 5pokane Counry along with- any
apglicabie plat fe.es, grior to any pre-desigalpresubmittal meecciIIg
YXxallnm,E] 2. Iha+re a capy of, axad have reuiewed cfie most recent conditioas af appraval aud r ~nents
au ~1~~
and conciinons of approval ha,we been incorparated m chis plan submittal.
PROJEcz DMGN a c r 451997
rnXrr6EJNU❑ t. Ihaa+e completed a munmum of one pre-design meeting with Spokaae CcaurVMAWWgyM @M!l4EERng
Servir.es Engicteers where agreemene was reacheri an drainage desig[L apProach.
YtsC3Ne11ntA19 2. I have included the results af any geotechnical testing that is required by the desiga appraach to venfy design
parameters.
rcsgLOruA❑ 3. I have anc[uded any required paverneaz design caPcuIatioas on new Publie roadways as reqwred by r.he
"S$i]IiAIiTE CC?LJ1H`I'Y 3'TANDA$D5 FOR ROA]] A.M] SEWER CON5TRUC'k'ION", latest edition.
YMNoEwiAE] 4. The r+3ad aad drainage plans compiy wis.tr rhe"STANDARD RDAY?'PI,AN" Peq11Yemet1t5 for g121c, profile, and
rypical crnss section elements r„onmuied in"SFC)KANE C[3UNTY STA1V'DARDS FQR RLIAD ANU SEWEt
CONSTRUC`iTUN" Iazest ecfition except as ailowed thrrougb apgraved design deviations.
r-Zrr,11N,A0 5. The dramage report anc8rporates rhe minimum requrrements far a storna drainag+e ana.lysis as noted in rhe GSM
and athcc items which are agpropnate to demonstrate ttat rhe desiga meets al! reguarements vf dae S ookane
Couuuy Giudelines for Storrawaaer Management ezeepc as allawed through aPPraved design devtacions.
r~.E3ru,,0 b. A camplete drainage basm map ►virh cume vf conceatrarion paihs shgwti has been Lactuded with tfie decauied
bydrology ealculatiors: Drainage hasm map shows wpograPh, Pmpo;at`dr-ainage feanues, and correiates with
hydrvlag}+ calculation.s.
rJFiw,E]rvs0 7. AlI appiicable aaffic signing requiremenrs are met artd ha►+e been incorporated in the plan submitta.t.
r.XN*0rv„►E3 8. B have €sciuded cnpaefi of aU appro►+ed DESIGN DEVIA'I'I(]N5 tivhich are reQuired for this psojecc,
9. f'he phos aad drainage rcpart axe stamped ' _ , and contains, the agpiieable cerdficauon
statemeut.
raPr~0mAE] 10, ThaVS inciuded an adequate emszan concrol pla.n and applicable standard ptau notes.
res[ImCruAg 11. I have secured appravals fram all agpiicable outside agencies such as fire districts where apglie.able aati ha►+e
included prcof af their appravais..
Y=491]rutiQ 12. I haVe pmvitled aa ameptable meaas for perpetual maint,enanae af st=t and drainap facilitie5 that is acceptabie
ta Spokaae Coutuy anci haVe secured a,sd included copies af any requixed e=ments.
v-0r%❑ruAZ1 13. I hawe neviewed che plans, ralcufadons and other su6nucm1 data for eomgicteaess, accuracy and r,onsisteney and
have st~smittel two capies of plans and (1)bouad dramage repart.
I understaad Ehat the requuements noced abi- - re the minimeim requirernenrs ner.essary to pertdrm a cursory ceview of the project
•pians. and tkat addiTional inEssrmauaii shauld be inCfuded wsth [his submittal as necessary.
Iuadersrand that this suhimttal wiil be checked far ccsmgleteness priar tv review, and rhat it will bc returned for fiuther uifcarpnation
if it is fouizd to be incomglete.
I understand that this suhu3ittaI wil! nnt he accepted fae revsew (anid pIaced on tke review Eist) until alI required in,farmatian has
been submif#ed.
Farm cQrmp3ered bY che respon.sitale Eugineer:
Co~pany:
Adaress: /V. 77,
Date: Zip code
►
Fc3R SPOKANF, COUN'1'Y lJ5E ONLY SLIBMI'I`I'r1L. Accepted for review.
Retunaed far suhrmttai af r.he follawing:
GENFRAL ITEM # • y LA'°s 0'U 146T Mesf 'SRag-Vir- 4-~'W -5ugw.vr#'L~
CA!>M1V0.1T ra o,- h,4. ►wv0ess~.Kcs +~+E -~~-,a~ v ca~ -zess rZr fAANg .
PRC3TECT DESIGN ~ . ~ rm e"' o~.~t.tDxr 96-5st6ov -:Tu 6m-1rtD. D'&-va *-rz,t r s
9rla-i- jzwa,i l¢as'[3 '§WtL vsE~-~ _ PAv x- r~
RE.,S'iJSIM=AI. =11+'I
F[]ITII IEtl1TnCd i(]: i' ~ ~ ~ ~ a ~e'~►va! ~a .
company:
Address: AJ
Date: 10 ~ 3ID- -
By-
,
Spoicaae Caunzy Public W&*4~Deveiopment Ser►rices ~ .
veimim i.onmXVrs 2
/ r
r
Jariuat'y 12, 1995
MEMdRANDUM
TO: ,K 8i Q Hssaciates, C1[3 Rarnm & Associates
' FRQN1: Scatt Engelhard, Prvject Cvordinator
SLTBJECT: Plan Review and Fee Agireeinenx
FILE: Valley Pines P1737
; Qur vffice has received a check grint for final plans framl your engineer. Tn arder to proceed
~ with aur review, the final fee and plan checking agreement must be suhmitted to our affce. I
_ have enclosed a copy of oux standard plan checking agreement, please fi11 it vuC and returri it
with a check for $100.00 so that we may proceed with review. Should you have any questions
please call me at 456-3600. :
i
; C: f11e
Hahn Engineenng, Inc. ,
North 8623 Division Street • Suite B
~ - Spokane, Washington 99208
December 29, 1994 ~ • (509) 467-1550
FAX (509) 467-8189
Bill Hemmings ~ .
Spokane County Engineers
Public Works Building
W. 1026 Broadway ~
Spokane, WA 99260 - ~ -
RE: VALLEY PINES SUBDIVISION-lst PHASE (lst Submittal)
OUR FILE N0. 94H121A-3
Dear Bill:
Please find attached for your review and comment, two copies of the
foliowing items with regard to the above referenced project;
1. Drainage Report
2. Drainage Plan
3. Road Plans for:
a. Perrine Road
b. 13th Avenue
c. 12th Avenue
4. Lot Plans
Upon the approval of the project, we will submit copies of the
plans with the client's approval and the professional engineer's
signature on the stamp.
Should you have any questions, please don't hesitate to call.
Sincerely,
HAHN ENGINEERING, INC.
William Leaf, E.I.T.
OFFICIAL PUBLIC OCCUfNENT
SPOKANE COUNTY ENGINEER'S OFFlCE
ORI~~N~6
PRaEcT
SUBtAIrTI.L'~ ~
RETURN TO COUNTY ENGINEER
i
i
SPOKANE COUNTY ENGINEERS
STOPPING SIGHT DISTANCE CALCULATIONS Date: 31-Jan-95
CREST VERTICAL CURVE Review 1
Reviewer: P. Lennemann
Projed SP 1737 Project name: Perrine
Terrain: x Flat (General land slope 096 to 896)
Rolling (General land slope >8% to 15%) f
Mountains (General land sbpe >1596)
ROAD TYPE:
UrbanlSuburban Semi-ruraURural
Public Public
X Local Axess Local Access
Arterial ADT<100
Collector 100>ADT>400
Secondary
Major County Arterial
ADT<400
Private 400<ADT<750
Extension to 8 or fewer lots ADT>750
Tract"X"
Private
Extension to 8 or fewer lois
Trad'X"
Road name: Perrine
PVI station: cds Length of veRical curve provided: 100
Design Speed: 30 Min. Stopping Sight Distance: 200
Entering slope (G1, 1.00
Exiting Slope (G2, 96): -1.00
G2-G1l= A= 2
Check S>L:
L1=2S-(1329/A)
L1 = -264.5 note: use min curve length = 0
Required minimum curve length: 0
Check S<L: Curve provided is Adequate
L2 = A(S"2)/1329
L2 = 60.1956
.C,n.2.vAVe3
SPOKANE COUNTY ENGINEERS
STOPPING SIGHT DISTANCE CALCULATIONS Date. 31-Jan-95
SAG VERTICAL CURVE Review 1
Reviewer. P. Lennemann
Project SP 1737 Project name PerNne
Terrain. x Flat (General land slope 096 to 8%)
Rolling (General land slope >8% to 1546) . f
Mountains (General land slope >15%)
ROAD TYPE:
Urban/Suburban Semi-ruraURural
Public Public
X Local Access Local Access
Arterial ADT<100
Collector 100>ADT>400
Secondary
Major County Artenal
ADT<400
Pnvate 400<ADT<750
Extension to 8 or fewer lats ADT>750
Trad "X"
Pnvate
Extension to 8 or fewer lots
Tract "X"
Road name: Perrine
PVI station. cds Length of vertical curve provided• 50
Design Speed: 30 Min. Stopping Sight Distance• 200
Entering slope (G1, -3.18
Exiting Slope (G2, 96)• -080
G 2- G 1 l= A= 2.382 '
Check S>L:
L1 = 2S -((400+3.5S)/A)
L1 = -61 797 note: use min curve length = 0.
Required minimum curve length: 0
Check S<L: Curve provided is Adequate
L2 = A(S"2)/(400+3.5S)
L2 = 86.6182
vcwY2 11AOg93 •
SPOKANE COUNTY ENGINEERS
STOPPING SIGHT DISTANCE CALCULATIONS Date: 31-Jan-35
SAG VERTICAL CURVE Review 1
Reviewer. P. Lennemann
Projed 5P 1737 Project name: Perrlne
Terrain: x Flat (General land slope 096 to 8%)
Roliing (General land slape >896 to 15%) f
Mountains (General land slope >1596)
ROAD TYPE:
Urban/Suburban Semi-ruraURural
Public Public
X Local Access Local Access
Arterial ADT<100
Collector 100>ADT>400
Secondary
Major County ARenal
ADT<400
Private 400<ADT<750
Extension to 8 or fewer lots ADT>750
Trad "X"
Private
Extension to 8 or fewer lots
Tract "X"
Road name: Perrine
PVI station: cds Length of vertical curve provided: 100
Design Speed: 30 Min. Stopping Sight Distance: 200 .
EMering slope (G1, 96) -2.23
Exiting Slope (G2, -0.80 .
G2-G1J= A= 1.43
Check S>L:
L1 = 2S -((400+3.5S)/A)
L1 = -369.23 note: use min curve length = 0
Reqwred minimum curve length: 0
Check S<L: Curve provided is Adequate
L2 = A(S"2)/(400+3.5S)
L2 = 52
VaUa ua03
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. 847WSTRlN G M ETH0 0 (TEN YEAFt 5TC]RM D ESIGN) PRC3JECT: VALLE'Y PINES
DETENTfC3iV BfISfN DE5iGN BA51N: I, ROAD ONLY
R€Vf EWEF3: 1NRL
NUMBER OF aRYWELLS PRQP(75ED DA7E: 27-Dec-94
' Q'Sing9e (type A) I Double (tYPe 8)
Totai Acea (calc.) -(see H1) - 0.54
iime of Cranc. (catc.) (see H1) 5.00 •
Compasite °'G" (calc.) (see HI) 0.90 ,
Time of Conc. (min) 5•00 Area (Acres) 0.54
C' Factor o-90
, fm perviflus Area (sq ft ] 23492
Voxume Providee! 1002.25
Uutflovv (cfis)
Area * C" Factor 0.49
# fi ~ 2 #3 #4 #5 #6 #7
Time Time intensrty Q dea. V in V v'u# 5torage
1nc. lrtc.
(min.) (sec.) (in.,rnr ) (cfs) (cu. ft.) (cu ft-) (cu. ft.)
1'*60'} (A*C*#3) (+Dutf.*#2) {#5-#6}
500 30000 3 418 1.55 62 i 300.E30 321
5 300 3 18 1.55 621 300 321
10 600 2.24 1.09 764 600 164
15 900 1 77 • 0.86 862 900 --38
20- 1200 1.45 0.70 918 1200 282
25 1500 1 21 0.59 942 1500 -558
SO lSo~ 104 0. 51 961 1800 - 839
35 2100 0.91 : 0.44 974 2100 -1126
40 2400 082 0.40 997 2400 -1403
45 2700 0.74 0.36 1008 2700 - 1692
50 3000 0,63 0.33 1025 3000 1975
55 3300 0.64 031 1 058 3300 2242
60 3600 0.61 +0.30 1497 38(70 --2503
65 3900 060 0.29 1167 3900 -2733
70 4200 058 0.28 1213 4200 - 29$7
75 4500 O.56 0.27 1252 4500 -3248
8o 4800 053 0. 2fi 1263 4800 - 3537
85 5 106 0.52 0.25 1315 5100 37$r
90 5400 0.50 0.24 1337 5400 - 4063
95 5700 0.49 0.24 1382 5700 - 43 i' 8
100 6000 048 0.23 1423 6000 - a577
DRAINAGE PQND CALCULATlONS -
Required grassy swale pond storege vaEume
#m pervvious Area x .5 i€a.J 12 in Jft. = 979 cu. ft_
Grassy swale pvnd volume pravxded = 1002.25 cu. ft.
,~i
DRYWEL.L REQUfREM EfVTS - 10 YEAF't DE51GN STCJRM iNa3cim um storage requ rreci by 8ovrstring ~ 321 cu. ft
Numiaer and type vf DrywelIs- Required = - 0 Singie
1 Double
r
_ ` ! •-f
I1
~
; i
- TfME OF GQNGEiVTRATfON (minutes) - -
Tc (overland) Tc (gr.,ttter) Areas "C"
- - Ct = 0.15 - L2 ~ 563.4 0.54 0.90
Zl 6 c e o t~ 0.00 (Jt. 0(3
_
L1 (A) = v Z2 _ 50 , 0.00 0.00
N (a) _ 0 B = v - 0.00 0.00
s(R) = 0 n= 0,016 000 0.00
S ~ 0.0123 0.00 0.00
TC (A) = 0.00 Gi = 01575 0.00 0.00 -
Totai A Gomp `lC"
LI(a) = a Tc (gu) _ 4.77 0.54 0.90
N{B} = 0 Tc(A+B) = 0.00
S(E3) - 0 Q_C""I*+°+= (5
Tc(tvt.) = 5.00 Q(esi.) 55
Tc (B) _ 0.0 f nteC151'k~y = 3.18 -
- Tc (total) = Tc (overlancf) + Tc (gutter) -
Tc (over€and) = ct*(L I *N; s ^ O.5) ^ a.s~
Ct = o. 15 - Ll = Length af Ovedand F1aw
N= friction factar af overland fiow (.4 tor average grass cover)
S = average slv pe a# o►rerland flow
Tc (gutter) = Length (ft-)lWeIvcitj,r (ft. jsec.)j60
B = Bottorn width of gutter o r drtch
Zl a inverse of cross s#ope vne of ditch
Z2 = in verse a# croas slope t,vo af ditc h
d= deptFa ofiffow En gutter (estimate, c hec k estsmate wft h F€aw)
Area = d*B+d ^ 2j2*(Zl +Z2)
Wetted perimeter = B*d+(1 ]s in(atn(l /Z1)}+1fsin(atn {1 /Z2})) " .
Hydrau[ic Racfius = R = Area/Wett~d Perimeter
VeIvcrty = 1.486ln%R " . 6vr *s ^ 5
; Icsw = Veiacfty*Area
n = 0.416 far asphalt
s= fangitucirnal s!o pe of gutter
f8
,
BOWSTRING METHOn tTEN YF_r°1R STORM E3E51GNy PRC)JECT: VALLEY PfNE5
dETENTiON BASihk GESIGN BASlN: f, QVERLA!VV =
RE1lI EWER WRL
NL]MBER OF pRYWEL.LS PRC7F`C7SED DATE: 27-De~-~94
D 5ingle {type A} 1 Doubte (type 8)- -
_Total Area - (calc.) (see H1) , 2,41
Time of Conc. (calc.) (see H1) 13.55
Co m pos fte "C" (ea1c-) (see H 1) 0.25 "
Time vt Conc. (cnin)
Area (Acres) 2.41
C' Facto r 025
fm perviaus &rea (sq. ft.) 23492
Volume Proviefed 1002.25
Outffow (cfs) 1 ,
Area * C" Fac#or 0.60
- #1 #2 #3 #4 #5 #6 _ #7
Tirn,e Time Mntensity Q dev. V in V out S#Qrage
Inc. inc.
{min.} (sec-) {in jhr } (cfs) (cu, ft-) (cu. ft.) (cu. ft.)
(#1*60) (A"`C*#3) {Oufif.*#2} (#5-#6)
, 13.55 812.94 191 -1.15 1251 812.94 438
- 5 300 3 1$ 1.92 770 340 470
10 600 224 1.35 1085 604 485
15 900 1.77 1.07 1255 900 355
20 1200 1 45 0.87 1290 1200 90
25 1500 1 21 0.73 1295 1500 -205
30 1800 1.04 0.63 1301 1800 - 499 -
35 2100 0.91 0. 55 1303 - 2100 - 797
40 2400 0 52 0,49 1322 2400 - 1078
45 2700 074 0445 1327 2700 # 373
" 50 3000 068 0.41 1342 3400 1fi58 '
5 r-
33Q0 0 64 039 1379 3300 -1921
60 3600 0.61 9.37 1425 3600 - 2175
65 3900 0.50 3B 1510 3900 - 2,39[l
70 4200 058 (].35 1564 4204 ---2636
75 4500 0.56 - 0.34 1612 4500 -2888
80 4800 053 0.32 1521 4800 -3179
85 5100 052 O. 31 1684 5100 - 3416
90 5400 050 0.30 1710 5400 -3690
95 5700 049 O.30 7764 5700 -3936
100 6004 048 - 0.29 1815 6000 - 4185
GRAtlNAG E PC)ND CALCUL.ATIQ'NS
Requrred grassy swale pond storuge vofume
= lmpervious Area x .5 tn.J 12 in.fit. = 979 cu. ft.
Grassy swate pvnd vvlume prvvided = 1002.25 cu. ft.
. - ri
DRYW'ELL REQIliR~MENTS - 90 YEAR E7ESICM STpRM
Maximurn storage requkred by Bowstring °485 cu. #t. Nurrvber an d #yrye o# Drywells Required - 0 5ingle
' - 1 E]oub9e
. ~
- ' l ;J
-
- TiME OF cONCENrRA°roor~ (minutes) - 10AV N100 °ra
, "+Q W, 7rcpMo4 C.p.
Tc (overland) Tc {gutter} Areas r6 eQ„A►t.`-)
ct 0.15 L2 ~ o . -2-9" 0.25
Zl = o 000 o.o~
Ll (A) _ 620 z2 ~ a ` 0.00 0. 00
N (A) = - 0.4 a _ 0 0,00 0.00
_ s~a} = 0.0186 n = - 0 0.00 0.00
s = o 0.00 0.00
Tc {A} ~ i 3. 55 d= tl. C1Q D_ d0
Yvtal A Com p "C"
U(S) _ 0 - Tc (gu) _ 0.00 2.41 ~ o.25
N (B) = 0 Tc(A+B) = 13.55
; 5(B) - q Q= G*6*A= 1.15
Tc(tvt.) = 13.55 v(esa.) = 0.00
, Tc (B) - 0.+6 . Intensity T 1 91` .
~ Ll,~~
Tc (total) = Tc (overland) + Tc (gutter)
Tc (over€and) = Ct*(L1 *N,a S ^ 0 5) 0.6)
Ct = 0 15 L1 = Leng4h of (7rreriand Flow . .
N = fric#ivn factor vf vve rland flaw {.4 for average grass co vec} Riz ~~aw~~~+C
S = average sio pe af vveriand fiow
Tc (g~at~ter) = ~.ength (~t.)fifelocity (i#,lsec )l6t7 ,~~'~'E
B _ Bottom rvidth of gutter or tlitch
ZI = inverse o# cross sbpe one of drtch
Z2 = rnverse o1 cross siope #vro of ditch
d= depth o# #Ivw in gutter (estimate, check estimate with F'[ovu)
Area = cl*B+d" 212*(Z1+i 2)
wette d perimeter = B* d+ (llsin(atrs(l ,1Z 1)) +1!sin,(atn(1,IZ2)))
Hydrauirc Radius = R= Areaj°Netted Perimeter
Velocfty = 1 4861tl'"R".667'"s" 5
FfOw = VeloClty*Area
tl 0 016 ft3r aS pha#t
s = longitudrnaE slvpe of gutter -
- r i
~
TA3 T,E 1 '
RUNOFF GQEFFiCXENTS FflFt STCJEtiM SEWERS .
R(]LLING HILLY
FLAT 2% - lUY OVER It]% -
av~menr a~. r~r s . ~ . 9iJ ' +U 9L1
Earth 5houlders . . . . . . . . . . . . . . -0.500.50 0.50
l7rives and 'ntalks ~ • . . • . • . . • • . • 0.75 - - 0.80 0.85
Gravel Paver•,erct . . . . . . . . . . . . . . . Q. 50 0.55 0.60
Gity Busfness Areas . . . . . . . . . . . . . 0-80 4.$5 0.$5
- Lawns, Sandy Soil . . . . . . . . . . . . . . 0.10 0.15 (l. 24•
~ T,awn, iieav3► Soil . . . . . . . . . . . . . . . _0.17 0.22 0.35
Grass Shaulders . . . . . . . . . . . . . . . 0.25 0.25 0.25
Szde 51opes, Earth . . . . . . . . . . . . . . 60- 0.60 O• 6U
5i.de Siapes, Turf . . . . . . . . . . . . . . 0.30 0.30 [3.30
Median Areas, Tarf . . . . . . . . . • . • . . 0.25 0.30 U.3a
CultiWated Land, Clay and Loam . . . . . . . . 0.50 0.55 0.60
Cultivated Land, Sand and Gravel 0.25 0.30 0.35
zndustrzal A.z'eas, Light . . . . . . . . . . . 0.50 0.70 0.80
Industrial Areas, Hearry . . . . . , . . , . • 0.60 0.80 0.9[]
Parks and Cemetaries . . . . . . . . . . . . . 0.10 0.15 0.25
PlaygrQUnds , . . . . . . . . . , . . . . . 0.20 0.25 MU
'
Woadlartd ar.c Foresfis . . . . . . . . . . . . . 0.10 4.15 0.20
Meadows and Pasture Land . , . • • . . • • . • 0.25 0.30 0.35
*SINGLE F:L`iILY ItE5ii3ENT'IAL .
(Dae].lin~ GnitIGrass Aere} .
(Sanciy ann Gravelly Soi3 )
0-1. U DU1 GA . , . . . . . . . . 0.15
1. D-l. 5 DU/GA . . . . . , . . . . 0.20
m
3, [l-3. 5 DUJGA . . . . , . . . . , 0.30
- 3.5-4. 1][]1GA . . . . . . . . . . U. 35
4.0-6.0 DU/GA . . . . . . . . . . 0.40
6. 0-9. 0 DU1 cA , . . . . . . . . . 0.60
9. 0-z5. t~ DU/GA . . . . . . . . . . 0.70
- * Assurnes fZat lat plus one-half ~ width 6f abut[ing sereet. Other canfiguratians- .
should be checked by eombining individual runof€ factors for each ❑arious surface. 1
f
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60
50 r ra i m .
r~ - vy Cc - .o¢
o~st~r•e[ a, e ~
a ao .e„~oy a• ~r...rE i ~ n (7i ~
~30 oL=Eeri.i 9[r[• d ran rpxaL C~s[h.wcE " - 002 -.0"
~ (.i~a4 S[L~IOr o T.C. V\S rayoo/sIw 14 _
'DCr[~drlrE d~ I• SCCStCw e ~Q~ 4C►in
~20
7
Tg OE*E.-L OIsC+.RGI ~ ~ .
w .
.041 d .
- I0 ra olt.,r 9-lGa-RGC
sic*~a, o.f easU+Ec • a,4a -d e .
qE.r.. a, cOx—
s~~•r. e.TIo a. •ka o[•i. d rw[a af • a~ •a~ f
- .D1
NOMOGRAPH FOR FLaW
' fN TRIANGULAR GHANNELS
5A42
.
F ~ ` 7~S LLi ' ~ a.. s' ' - ~ ~i~`~ ~,ab-- • ' r~ y I . 'g i • . .~A~n
~i,i Y'••~,`~~'~',i~ , ~°C ~ jt;.,•.1 e, ~ ' ~ ::t .,.7f;~'' , '~~a"s , e , , , "s.
~~F•-~~? .AH,'f• , 'ly` • 1i ~r`. f ~+aii4~"~~~••'~ 1
_:as7•~r ' " ' ` ' .'#~,e .,43;., ~k ~,~8~ . i~ r ~r.
C : 4 . • s f ~ ' ~ .r-,~~",~~- f ryI, ~ ~ ~'~lI ~~j~'',~JT~~"
- ~,[~`i'4~r~'~~~~~f~~ivrsra~;~ • ]~~r,ti~~~~3~;i~~'~~:~~ . _ ~~~r ` ~
, , a = , - s - . - . . ~ i~ . . - , • , : . . •
~ ~ ~ . 1 ' . . . •'~t
• . . a
_ Y/YII!/~TJf /E'S' ' ' _ ' _ - .f - _ _ -
_ ~ ~ ~F J A C
- ~,P~G~'[.~ ,►'G~~' ~Gc~c i" J~ /d~ ` .
G~d~~ c~Ld.T-,~~rL ~'',~'G' ~ • ~ ~
~ 9 ry
- ~ - ' - - ' ' • ~
~J3 ~ f a y
- " Z6.1.. '
, - ~rn~~ s~ ~•i3 ; l~:~e.~.- = f ~l %PJ 7• 3l t I 7'$ ~ d ~ `~''1`l• ~ ~ - 7!(~~Z ~L ~ ~
- !'J•1G3Ar- ~
- ?7I ~ y
r 2/6
r 11,I~ .
_ zz -Y- ✓
- I~ 6,
C~G
J
- ~ ~ 0. y 7
,
~
1(6 5" - o.~yFF
~,1~"' G •c~ ~t
r ' . _ .
t 3`15~(j • L+s~~ 019~~ ;
pl,i*
!
_ p• %66 cAs G
D, yGl~ e- Is ~ ~i~ = 7c~s
p-i5 r4 Av
I'~t"~n►~~r A~ f.~d,.,c~ c~~ ,~~~-c~s1..~~.~~
~ • , . , - ` ~ . - • - .,J'`~
-I
TIME OF C+DNCENTRATiOiV (minutes)
_
~ Tc (overland) Tc (gutter) Rreas `iC"
Ct = 0.15 L2 = - 271 ..0.16 0.90 •
' - zI = s 0.00 000
.
, L1 (A) = o z2 ~ 50 : 0.00 0.00
N(q) = 0 . B - Q _ [].00 0.00
5(a) = o n ~ - 0.016 0.00 0.00
s Y 0.0126 0.00 0.00
! Tc (A) = 0.00 d=4. 107 0_00 t?, 00
Total A Comp'~C" •
LI(6) ~ 0 Tc (gu) - 3.05 0.16 0.90
; N (8) _ 0 Tc(A+B) - 0.00
S(B) = 0 Q=C*I*A= 0.47
Tc(tot. ) 5.00 0.47
-
Tc (4) = 0.0 _ Intensity = 3.18
Tc (total) _ Tc (aVer►an d) + Tc (gutteo
TC (4Vei'iai1 C) _ Ct* I *NIS " 0.5} 0.6)
Ct = 0.15
Li = Lengtr, of o,~erl&nd Flow . .
M= friction factvr o# vverfand flvw (.4 #pr average grass caver)
5= average slope af overland fEow _
Tc (gut#er) = Length {fif } fVelaci#y (ft./sec.)j60
B=Batto m width of g utter ar cf itc h ,
Z1 = anverse vf cr4ss slope vne of ditch
Z2 = inverse of crass slo pe twv of ddch ' .
d= depth of flvw in gutter (estima#e, check estimate with Fiav+r) .
Area = cf*8+d ^ 2(2*(Z1 +Z2)
'
UIletted perirrieter = B*d+(IJsin(s#n(IIZi))+11sin(a#n{ilZ2}))
Hydraulic Radius = R = Area(IAfetted Perirneter
- ilelocity^ = i .48BJn *R " .667*s " .5 .
Flo►nr = Velocity*Area '
n = 0.016 toF aspiratt
, s= Iongitudinal slop2 of gutter _
-
- HAHN L NC-dAfEEINa fIV~`r.
~ €'F3 CUE CT; VALLEY PIN ES - PHASE y; CF~~ ~S GUTT ER
MANN ! NG FOR M ULA F[~~ ~~E N C HANN EL FLO~Al
T€~~ IZODIA L CHANN EL 29- Dec~ ~
INPUT GOMhJl ENTS - -
NAN NlNG" S ~ ~ 0.0141 (OPEN C HANN E L VY! CONOR ETE )
; REACH LENCaTF°9 24 1
- E'iEV. DI FF. = 1 0.4651
• -
FLOW DE PTH 0. 11 46{ (FLOUV DEPTF9 7 3R')
-
- Sf DE SLOPE 26.21
BOTTOM VulDTH = M 0.00011
~~~IJT
SLOF'E 0.01941
,
FLCW AREA 1 0.3441001
-
HYDRAL1 LJC RAU€ lJS ~ 0.061
WETTED PERIMErER 6. 01' :
VE LOc irY p . . 2.191.,
Q CF~ ~ 0.751 (DESEGN 0 _ 0.47cl~)
FCaR THIS CHANNELDESIGN THE ~~)UMUM WLOCiTYIS 2.19 fps
~
. 12TH AVENUE
- ' .
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t ~ A Sj .S~a9
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' + a' ~a t• ~ ~ i i p,tYr. ~E". 77~
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~
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L: • ~ ~ si` ~ E~"''S~ f,~~~~r~ ~ ~'C' •~k~_ L•~.+ i,. I.~ : ; ~ i ~ y~',tr~Y'~"' ~!'r ~l ~
nl.d
,Ljp~~~ ;7°%~' irt ' y & ~~~A~e ea f'~~ ~I~ • ~x,~~].~}i4r~f~ ~~W~'~ti S4~L~As.~~~iL~ss r ~
r' ~ { f.~ ~ ; . . ~~4 ~ ,~4 ,~j ~i~- Ir ;4`• ~ I , °E P ~ ~L ~'t ~
Sr,s+~ }i ~n 1 ; '.'t► y.~ F „ '+L'.;~ I r+~ i ~~r ;1'~. ~ _L'Y~r~.'~.sf y, 4i . ~'-i~' ' ~ "L : t - -
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47,. ~ ~ _ ~ 'e~ } ~M C~ • ~ ,4 ~ 4 ~ ~.I'" rue.y t. + i~ 1 .i y „t ~i ~ ~ = r ! r1 ' .
j~ y~y. F ~ y ~ ' 7~jf, P~r . 'Y \
, ~ ~R•' ~ l1r01'; ■ • ,61 t ~ ~ ~ t~ ~ . S"'. - - ~ ' R~~~ ~ - ~ ~ e
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y ` i.!'~~~ " ~ ~A.~ _ ~F L~.. F R . 1 r la ~ 1',~'i `ti~ly~' • ~ ~x ' F ~ . ~ ~ z +F p ~ ~ y ~f . ~ , fi<~s~ ''~i j a Qae ,r..= X,E~
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93owr8iqli f
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p,A ~y 5 •~,w l` r;~1 t ~
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MCB K , : 4 ~ j gy ra fJ.
28
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' , i ' s'S e s ~i -
rTV tr' ~ ~t r,~ ~1: ~t;~~, ~ , S,tBj~ef~, r 4a~
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is~q3+jr i te"i~~ ` ~ . ~ 1 t~ ~~r ~ ~~:~~1
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34
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. .'~~r~Y r ~ ~ ~ ~ ~ ~ ' J j~_ ~ .t':~ ,~.57-°G r if • ' F
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:7
7 ~
36 St3iI, Sat"RVET _
:it Vre-2; wood1an~~I gi~otlp 7; not in a range site. Spo- t,erxaces znd gi:eci.il fj[5od 15laIk15 11eaI' Colbert and Chat- , I
__aie loain-cap2bility unit.lVe-4: wQOdlsind grattp G; iiot iarvy in tlie central part of Spol;:►izo Cflnpxt~y. Most slapes ,
in a range site) c~~ zre laet~r-cen ?;iii~l 1{3 l~e~-cepxt; a icn- :~i•e stee~~er. Re~~re- ,
Spokar~e caznplex, 3f~ to 70 percent sTdpes [5sE1~ F am =cn#ativ❑ profile: - to 74 pereent af t11is comp1e-x- is mr,cler,l€e1y shi11o.r q to 2 i3irhes, Ters c33rk gray is1i-brnwn, vezy rtialire gravc13y
Laol.an@ lt5a]n ; f1'Oril 15 tr3 25 percellt n5 SpDka11e lOarS'] tbat coaryc :,1ndy Paana ; granu la r StruCkurc ; :ietitraI ; uuLi istnrbed
h15 a. SlQpe rft17ge Of 30 t0 55 pet^cei1t; the 1e5t Co]1SisCS of arcas hare an arganic mat I fnch tbick oii the surfsce.
s7scott= so i15 aii[d otlier Spvkane soils. '1'ite moderat-13' 2 ta 12 inches, slar1:-brown, €r3able grarevy cazrse sanc3y lcsanx;
siightlr aeifl, ineslium ucid beiozr a c3eptla Uf G inchca.
a11ow Spokane 1oim, lias a surface 1-t}=er 3 or 4 ia3claes 12 tv 24 incbcs, dark yellrs►rish-bronn graveiir loam.r coarse
.__iiiiacr thazi that nf Spokniie loam, 0t0 3(} percent slapes, sand; ciiguGly acra. -
and is 24 to 30 anclies dee ta hedxa& actrface ruiioff is 24 uirhes Srareilr coarse san&
picl oi• i-ei•y i•ap?ci, an the haxa.rd of erosion is very The colflr Qf the surface Ia3 er as t ari• darl: .;ra~•ish ~ironai
ti-ere. io very dark hxaR-n. The subsail z:uiges from dark brown
This con-iplem is used as woodiznd aiid for limited zraz- ro daa•k z•ellatrizla Uroirn in color ancl fvoipi grnvellr sandy
iilg. (?Ls :L coimplex: capaUilitr iznat V, ]fle-l. B,• can7- ]Qlm to gravellr loamr roarse sand1 iit. testuie. Grrsrelly
m ents: w~~e~~~nne lonm, nnvf~erateli= siiallo~r--c~6abi3zt~- coar:e sni~d i= ~t ileiafliaf 24 fo 3G inches. Iii sa~ne nre;~s
iit E~-oodlai~t~~ ~ro~i~ r~ nat it~ ~ rnn~e site. cvbblestaaies orcur dazau4laant tlie prafile. As nzurlias 14
wpakai~4 loaaa;-c:~~3ak~ilitr unit 'L~ le-?: zcocacllas~T Vro~~p percent a# soiate areaw cr~iisists 4f ofher S~3ria~a~lale .oils; 5 -
G: iiot in a raa~ge sife)
IZZE> tc3 - Lo6~ eu-~wv~ Lew..~~ perceait ai I3anner gn ~.t•ell~• sil~, laanl; and 3percei~t o#
Spa~:~.iie E'ery rocky Gomp e:~, 4 ta 30 p~ercent sl4pes ~lirtan sandr loani.
Cf.-Froan 50 tv 80 pei•ceait of this mapping duiit as Tliis sail is soniewh2t excessirelr da•ained ancl lims
...ocler ~atel-v slaallon- Spokaiie loaixi; the rest eon_zists of moCleT:1fEly" T.lpldpe3'llleflb1l1f1'. IL 1701dS IeS3 tT1aR 5 I11CliLS .
zrqiiite rock outcrops a3icl er# Moscozr soi1s ❑r otlier Spo- oi wites• chaz Plnnt; can -r,5e. It, is 10w in ferkil'zty. 3xl
iitesoils. These soila make up 15 percent af soine arezs. zeiieral, it is easr ta waik. I'roots of m4st p1anis penetrate
ks acoinplex: capabilit,y uni't VUs-'-)_ ]Br conz~o- 6ii1v ~ew inclges iilto the draa e11v coarse sancl. Sria•face -
..,aits: Spvlzane laanz. moclerately s1in11ow-rapabilztr reaiioff is =1aw. and thQ hazard of erosion is s1izlit.
tiii3t Vle-? ; R-oatllailcl gi•au ) i:iiot zn araiige siie. Pacl: Mosi af rhe acre iye is use~~l as woocd.lnn~ aiid for
ucrols--c zpabilitr iitiit ^ 111s-1: nat in R`rvocllaxicl
~-i•azi1ae. Yie1(1s a~f tarnie are lo~~. - Less 'tl~az~ lfl pea•ee~it
roill) oz ringe site} P.=.yc. r,',t ~.ro? caw~a Is etlltiratetl. ancl aiilv a ferr siu.1l1 areas ara irz-i(,qted. Spokane ti-ery xocky c~omp.les, 30 to 74 percent slbpes T-ie cr op~ ;ratirai ~rrQ ~1f:ilaz~ ancl ~rass for laay or p:~sti~re. '
[5tE1.--Fza~s~ 54 ta SO Z~ea•cent af tl~as ~n:~ppind ual'i fa Whea; or rre i.= growii cliiraii- reesfnblislment of alfal#a
oclerate1i- =lizillarr S~~akaiYe Ian~~. T~ie reWt caili=:rs af i~,u ~r:t_==. Le~iiiieW ~•es~~oncl to s~.i3fur ai3cl Yonieiinaes cc~
r~i~ite roc~c ourcrt~1~~. ibai-oti. (Cipitilitr tuiit T Ie-?; noodlnncl group I-,; not The acrl~aze is 1ised for faiiiber ancl for ai-axisaz. The 't nzllaesite)
-
Use of traetors for lnzzinir gs liiiiifed. (As a e~innlea : ypringdaie -r-as elly laamy sand, 30 to 74 pereerat
►pabilitz- uiYit. Vlls-'y tv coinZaaneiits: Spokane soal slopes iSzi;.-This tioil is moderstelv exkensir-e an rerrace
-capabalzty tznit VIIe-1: troQdldzgid Irr1'OY1l3 7ior in a 1) 1•eak7 aiid r.olluz-iil s1opes nPozza anzjor elraina*ewiys in
Isinge rite. Tiock OlItCI'0p5-C:1p.1b1l1ty 1i111T V1I1S-1: 12[7C r:se eenrral parr af rlie couzitv. Iiepi•esentati~-e profile ;,x a «-oocll attd group oriange ~n~`.`
Sgn~an~ e_r-tremel~ rocky cornples, ~D to r0 percent~'^"~ 0 t4 11 iiicbes. {12rk-L~ro~s~n graTelly lvauir snncl; nentFat: grnn-
t3lar srruetnre aucl slib}atly darker calor in upper $ inches.
Iopp5 (5uE).-F'L'oI11 to 50 pe1'CEllt Of tIt1S niapping unii 11 to 7; itzChES. btQn-i1 graveiiy laniny sand, ~ew dark-bronn
is 11 modez;arelti- s]zzllotir Spo kane loim #liic l~.ia n s7npe 2nc~ re~lr.ti-b-bra•~-u motties> uensnil
~°i1'~~~ of iL7 ta ~ r i~ ~e~•~eni,. Tlae a~e't ~4nai~ts of ~•oc~ ~t~r- 17 to ~ inche; -F, bro~~n rery grartllr coarse sand, neut:at. .
rops. The aere2ge is iised for timber and for m•:Lzin~. Tlie testure of tlae sLirfaee ]:iyer a:~i~ges from gra~•eZlt-
~s eQa~~~~lex:ca~~al~iIitr uaiit ~~IIs-?. Bv ~conipo- lanzny 5and ra o'raveliv crr colak~lv santl. Tlie urai-eI coti-
n ~1.~ inuch
ezats : 5Z~a1: ilae soil-cai~al~ilitr iu~it SITe-1;;rooc113nd ren~,af the su1~~oi1 r;tzi~es from 40 io gO 3et'cent.
--iaup~ i; a3ai in r2aine s;te. ts~ck outct•r~~~s-capzl~ili~t- is 1~31~erce~~t 'if snine ire:~s ca~~sise= of ~I~zrble loaiizr conr,e
nit VXll=-1 : Ti¢t irY airoacllind --r4up or z•zii7e =ite) -ziiicl, L ta + pet•cent slope-; nsn~~ 4f other S~~ri~~~zls 1z~le sr~ils. ~
Tlais s~ail i=. ~oine~rl~:~i ~:sces.irely dr:3i~aeel nnt~ as nxocl-
~ ~'~1~ 71 ~,1.e +i!~ , eiazely x•npid pei•ii1ea3ailier. It lioids less t131Z1 5 ]PiGllCS Of
trazer t17:~~ }~li3zt- ~,~ii u~e. The ferfilit~- islo~r. Root ~Seate-
Tl~a Sprii~~*d.~1e series co.)stst~ of son~e~rliat excessirelY ii itic~~i istlee~s. TlieuSe af 3l7aa]3iiieri- zs difficttlt. Surface
raiaied, coarse tcxtured nnd mutleratels• cnirse-rexture€I. :•unoff is s]otir f❑ meclium, aiic1 the*h-az1a•d of erasian ia q
gzavelly and robbly soi1s. These s4ils foiii7ed in glaeial slit~~it to Bvoclerate, -
titwa5f, mPied titi itli sonie rolcnxiic as1i, tiiitler 3aaii_derasa Tlii; sail is nyecI ns a sraurce of grzi-e] foz cattarete. There ~
ine and zra=s. Tlie~ nre aaenrlr lea-eI tc~ rei~' sreel) soils is ss~ine y~azing vn t1~e 1ess sloguig areas, but ~•ielcls af x
_r~ outtira_c`1i rea•races :~n~l flaoel j)inins. '~~ie axinua1 pre- fori~e are lo r. (CapaUility niiit ITTZs-I; woodlanci ,
cipitation is 13 to 1S inclies, and tlie frost-free selsoii i~ "roLi 19: noz• an n r,lnge site ,
bou~ 140 dnrs. VWI omarm' , dre cen ,
Soils o# -tlie ' pri3i~da1e series a re usecl far al falfn. ga•ass.
-..nd graiiy. They are alwo usecl for ax-azin- ni-ld :iw i., I ihat of 5pi•ingcdate gi ix-elly nc~v 1oam, 0 t❑ -
woodlaiic1 ?D Pea-cez3t s1oIaes.:111d tlle dep1.h to ~ra►•e1 aiui col~blewloaaes
Spz•in;d~.le ;ra<<e11`~ saiidy loam, 0 tn 2~? g~ercent as mare tliar; :aC alaclies. T~iis soil 1io1Lis a ta r iziclies of
"
lopes f5~,•~}.-l~uis is rlie cZonaiiinnt, soil aii tlie oi~twash jr.3ter rlia't galaiitY caxi use. _ks Eliucli as 10 percent of san-te
f
/
- - SgvKANE CovNTY, WAsHrNcxv` 37 . ,
Lreats cOIisists af oil3et• Sprin-~cl:iJe s~ril anr~1 ,is irrucli a,s S Tekr~a gravel3y silt lnam, ?~6 tr~ 30 percent 5lnpes
i~erce~~t co~tisists of I3a~ister:ll3{i LiI7yfQ11 SQ1Is. ITeCI= T3ais gmticlly saiJ has niedium i:o i-apid stirface
'.l'fiis sflil is itset1 f-or tlie same craps ay Sptiii-cl.r7c i°utto11' iiid ,i t3ipderate tso c--erel•e l►.L•r.,it-a of ei•rrsiQn. Abvut
;ra~~ellzr s.~►~ic~~= lv:~in. 0 fa ?i3 ~3ercent slopes, }~ixt prodtic~ 3 laerceiit nf some axe.is con_i~ts o# Bcn•n]iill aszd Scliu-
itglier o=ields. (Ca1anbilit}- uilit We-a; tiroodla»tl g1'p11p inacllet soils.
~a; 3zaF iIi % ra3ige Gire) Tliis soil 'as utiec~ ~~rilnaa•i~~- for tiniber ~,rviluctiaii. Srs~aIl
Spx•iiagdale col~i~iy sanrIy laam! 0 to 20 percent slvpes are~s -kre seeclerl ta Wma11 mra iii or to gass and 1eguincs for
5yB]-Tliis soil coxitains zravei and soblblestoiies at a laar or pastrare. (Capabilatr unicVfe~2;:%vaodland oup
leptFi c►f 20 ta 36 inelies. _ls muclx 2= 14 pea•cent af surne i; iioi in a range sate) fz"_c- ~}~a+ Cn
.Lrcas consists af crtlier Spriitzdale soi1=. Tekoa verF° rocky camplex, 25 to 55 pXeenf lopes
This svil is usecl as zrooclland and for grazin~. ('~~,p1- ITkD): F L•~►Iaa to 50 ~7~'L'CQ7lL (]f tllPa 3~,7~~apir~b Unit con-
~ility uiait VIXs-1; waodiand graup 17; r_oi in a range sist; of sandrione outcrops; the resi is a Tekoa graveily
-ite} silt loam fhni has a slope ran4e of 30 to aa percenL Tha
ncz•ei~e is ia_ed for ~razuiz. (-ks a complex: eapabilitp
'Y'~1~:~~ ~~11C~~ T►tinit Z~ XXs-?. I3t= Cot'!1~]D11Q1ICs: Te1.aa sail-ca~aAUili~ nnit
Ie--?; Zr~c1l:~nd ~ oap i:iaot iaaime site. ~iv aut-
Tiae Te~oa Geraes caii~izts of n-ell-drzgned; gra.ve]Iy. crvps--capnbilitr iiixit V11Z=6 : aiat iiz n n-oodland gronp
itledLlil11-telCLll'eLl sablW. Theae soits fornzecl uncler canifei•s ox a•an;e site}
-iiid "rrasses il tireathe3•ed saiidvtane, guaritz=te; scluse; aiad
]iale. her L1CCll~~3' n~'11TI~• Sl{1Z3711; rr~ ti ea-~• z1ee{) 1iill1- nn(d ~+T~i~r seJi i@S
~1QLP17t:131]QLlS ili'C'~lS. I~lC~ R]1A2llill 17reCip3[ttll+]?1 1s ibpllt 2'g
,ne11eM. nnd the f rosr-£xee Sea=oii is -eboiiz 1?~~ ci1r;. TIze soilw of tiis Ti-lifig wenes aa•e dai•k eolorecl, n-ell
Tel:oa soil; al'e lifeiI foP 9r.,Izilln, ;I: firec,-?haaicl, and -Is drainecl; asid medium te:~tured. Tlier are rerz• deep for
rilcllife linbitats. A few Sma11 ai~ia: ai•e r~_z?ci faf• g-i•aiji. flie inost parr. brif '~edrcselc ay aa a zlepzli of 30 ta -10 iiiehes
rmsr, aaad leziaii7es. - iii svn-ie p lare~-. `She;.e soilu tor1:1eiI liit(leI' nti lss ii g1acsaZ
Tekoa aa,•avetly si1t- Ioam, 30 to 555 pea-cent slopes till mited in i,ie upper ~~arr, -,:tii loe_s mzd rolcanic aslz.
[TeDl.-This soil oscurs oiY Teltoa 3i',tu7ta::; and simxlar I'laer occu ,r ~entlv Glopiii~~.t,) ~7~ode~~ate1~- steep tip1aiis~s,
1a.•a11ioiirorieti i~~ rlie ca~inF~-. ~~ost sl,-,pe_= i~•e l~etiree~l Tlie :ii~iu:iil)s•ecig~itatTS~ii is 5to ?1 iaiclies. The frast. free
iacl 43 percenr. I~epre=entatie-e proffle: season ir aboiu 140 dars.
0 to i-~ inehes. [lark-bxo~ris. €ri11~1e ~ara33r yi?- gran~~lar ~.~lil~-Soils ;i~'e ►lseclMfor ;rai=:. i7ea3, 1ei1tiIs; ~'t'a:s; alfalf~l
~ ,
iii the npper a inelies; neti[raF, grading ru acafl Le1ow `-e(-etal7les.ani1 orchartl fritrt..
7 del)th pa a rvcliev; uuda~iurhed areas bare nm argauac Euat ~.~h11g STl$ lQ1m, 5 f(} pet'Cerit 510pe5 Wh$): TI]i51S
z i~ieli Wci. ox~ the surfact the dominnnc Woal ozi Peoiie. C)}`,A'haa•d. and Piea_ant I'r7i-
14 to ?D znches, dark-tarown. friabte grar2lkr -.?arr salc toaua rie~ ia; rlie cesYi~~al l~ar'r o# t1ia ,_citt~irr.~~~ liicl~ r~-eceires 15 to
tU:it i~g•eaks iFico l~rfsmz 1 ta 'd iach:~= srsG~ aucP then ijiio •
~n;u~ar bto~~s ?'s to ~ i~~c1~ ~,t~le; ~r~3:iy~ 3, iiaclzes of r:~infill qzziii~;~l]~•. T~ ~.lvo orcua•s un ilie g1ici:t]
20 to 38 inclies. reIlo%rish-bra1r•n rerr sre'?- ?cs.ini; ma=sl►-e otttoriwli 3~laii~ in tiie ~re-[e!•1t ii?tl ~oZitli~reste~.•zl 1~aa•ts +~f
or ~nely ia~~~i~y:~teca •wediuw :~ci~t. ' ~ rlie countl•. irli icli rerer.-e 1:7 ro incile-,- af i•ainfa1l. 1To4
3S lllvltew , fi'RCLUt'+3[1 :f1F]!3=[GPl@. ilCepEti 1t'~ bt'[iTfe1d 6 qP7d ZCs °#7c'Z's:LnC : ;L fe[C aPe rtCepeY.
The calor vf CIie :urface 1 irer is ba•.,w» o;- :lai•]r bg•oi%n_ RepreziellT3tll'e L}1'pF11C :
"lie texzuae of t1ie subsoi1 iS ~aarellr loza:~: oz ~ra~•ellr 0 tin 4 inehe; black, rerr ari:lbeZ Silt 14au3; grauulzr Yrructure;
ilt lvani Fxaceurecl pai•eur rocli C!1`i1lYis aI a c1e13_th af 2-1 I11eilYiFA1 :Ll'3[I.
to 40 inches. As niiielz as 8percent o# :on3e treas coii=ise= 4 Tr, 18 =urtie=. sery daik gt'ar, res'r rriabie siit ioam abave m
^f Be1'iY11i]I aZ1[l SGhutliaChdr zoils. cisprt7 of 10 3nr.hea ; bi e.i1:s iiazo F)iare= 9 i; ta inch tbick :
Tliis ~oil is t~-ell dr2inecl ancl moc~e~:izgl~• ~~~~•nae;~~le. Ir •Ia~I1tlr aCi[l: Ter;~ [~.at•1: i) zow.j ~-e=~ f~•;:it~ie slli lonau belo~,-
F~th ~f lCs fe3; ueutrai. .
iplCIB 5 CO f 117C]leS 9f 1CAte1' i~1:Lt ]lhllis C:13I tl?e. 7~1Q, f21- R<3e
~ 1~ z~~ -4_ nzF3i rs. [~arl.•13t"9tSI3 r`,r•„ lt-iin frin ble Lelo„• .i (IgPth of
tlilCl' IS lt,C['. Zi00t3 ]3eI1et3'ate tf3 f]lf' :aZ1d?ion£. S11Lf:iCe 32 illilSEs: BrYP.lI;3 i11CJ :t11%l.;-nlll; lslE]Cl:a 2,7~ to 1 IllCIi wi(1C';
..unofY is ritpirl; a~icl tx~e li iza~•r] of e~•a=itFn i; Sa~°ere. rxe,i;r:,3
10l7e of tll issail i E cultirai:ed. It i=nsed ror tijnber. faz• N ur) inche~;, urow=, Czr,- _ri.ilAe t-ery rne,s:r:zrlr Mann:
•e•izificy, anCI by trilcllife. (Ctipabilitr iiiiir VTe-?: .raocl- Veucral.
]nnd crro2ij) z3or, iaa a Mn+4=ite} Tli e color af rhc 7ur fzc~ ~a v, er i-aiizes froan blaek to 1-el-Y
Tehoa gra►-e11y silt lnam, 5 to 24 pexceiit slopes ~~ir1c. hrawn. The tetture oi tije siabsoil rnnge: fi•vm silt
Fe6}.-'Z3ie surface 1avei• of tliis sdil iz- a litele tliiCl,er tlaan 14,,ttiita t'zrr• fiiie santly1oiiaa. Lime occus•s in p1aces helaw
4aat of Tekoa, grarellr salt loini, 30 to 33 pei•ceitt slopes. a depil3 af ;G azielies. rn 1-zoiile areas au aniteli ns la perceiat ~
Surface runofl is niediuan. azad flie ero_ioii 931ZZk'd 15 1i16C1- Qf tI]L aLiba`Ul] coiisists af coar_ze Li•a:iice nnd bas;alt sa.nd,
i~ace. Snrface grar-el Iiiilcters cultie-azion aa=_ zoine places. (_,rravel; azid a fen- cabblesioiaeS. In places a grnrelly aaitl
U i3iuch as 3pareeiit of s4iiie area= consis:: of I3eriilii11 sandy 1ayer is pa°escnt zr a depFli af jG to IS niiclies. :Ls
_ ncl Sclitunqclier soils. ftiiich as 10 perceiit of soine aa•eaa coaasists af T3ei•nliill,
Tdtis =oi1 is tiised aiiaiiili- for riinber anc3 graaing. _L #eer C1ieneY-. Si~ow; and Ilesseltiiie ~oils.
ana1I areas are 11>eci ~or =Msii] gi•aazi and .1i'T.:lll:l, ar are This z_:oil i; -irell driined :Ziicl itiocler:rtely permeable. Tt
eecled to grass -ina 1egutizes fo r pasiure or hay. 3 ielcls liolcls t- to 11 iiiclies of wa'rer rliat pIants can use. `1:lie
.Lae fair. Grain aIi(i :.,rZ--7 cs~ops respoTiit zo iiiiro-eia: fCTCit1L1' 35 llltrti. Ro4t peneti:its¢n as very deel). There is
1,,guine; resgoricl ta stilftir and pho:plioru~_-. (~apabilitr no cZi[liculrl• in i he iise ot f:iriir maclsiiierr•. Sur3':►ce runoff
niL M--=4; woodl,in[l group i: 11ot 111 a 8':11Y`re s3Ce) is mecl1un1. ancl the liaxard af e: oSaon i_~- moclerate.
, _ ~
102 _ S[]IL SIIRVE°IT
, TABr.F i.-InGer•p'CWion of ertgiitnct•risy
s
j S u itabiI ii r as SaLircc [sf- Sail Scatisres nflecCiiig- i
Soil .ei Res or t►pe,
. r ~':it fts ppisd,
and niap crnibssls Topvail ! S:crsd 1 : Gr;ave] I Iipsd Fil! 13ighwnv loc:ition ~ Dikes Qr Icreea .
_ • ~ , . - ,
l,c.crvoid• :►rr:t ~
Spe'r;lt 15oE)-----~ F:.-r.----~ Naz sszit- Not ~liit- F:tir___-- S1ig3~f to tligh s~i=een- . 1IucP~ratc stak~il- ;.ldc,c3erate• T~er- ~
, a~iIe. .,lile. , tibilitv to fro.t izisp crv ioiaue;s➢aiiiir.
' :lt`},1p11; 17lOdCF;IIC' r t7'11Ci1 (OE3)- ' pernirsf5ilitr; lnw • 13e
,eeed; loir ,
' .1rrGt~k-~+~~•eYl ~ -is:iu~;-~ueEl ~l~?LL'Eiti[[~ ' }7Q[Cliis3l. '
. ; i •
{ f
tpcrk:ti:_ ~SpC, (-_-~d NGl yl].i- -N7S Ll1ET- GOOCd_---i Slag'-kr su=c[15zibilitr to Lou• =.fability; _IIoG.'cratc La
5pD. SrC, SrE, a«?e ar)!z F!'a?L ACt1CStl; iuoci- =cmipcr%•1011~z tLI r:iFtid ja(•i- ~a:~a~r n: SsC. er:~te to rapi[~ , i:nI~esti°ious nn•,~]>ii~t~•. ~
~ SsE, ~!:C. StE,_ . i permeal~i lit~•, fair Erllc.ia coiii- iiad E.=). ~lirlnk-:nell pscsed; low
~ PuEerzrial. =hr9nk-:Erc•li
. f , p[~[ettra ~l
iI
9 -
i ~
f .
'i M.
a~~]•i:
t
~ I € ~I 41 , R4 ~ C
~ 1 ! ?
F - ~
t
Tekca j- ~ 3, 7eC, i Nac y Ot susz- ~ Fair_ _ ]Ivclclate to 1Figil su_- j lIoc:e:•ate 4inbiiirE• - lIacics ate r❑ {
i e d, r,: ~ t of ; ~3~1c ~ .~l~lr ~ ~eFatzbili~• fo fiadt ~ :ciriipe2 riaus ra ia]~sd pc•1 me- ~
TkD) ~ctian; mvrJeraYe ta ~ iina~ei•~-FOtis a~)I~kTr.
rapid geeaaieal]i3irr• tirhln coFnpact-
10u• t}ai•iftk-sti•cYk eci iuio• ctilink- po[e:irial. sirc•1l potesitial. , E
Utilig (U.~A, UhB, E Gac••-'---- 1vt su:z- 1 \oz :nit- I Fair-----f Moclcraze to verr hieh ~ ifa~e~•are staUil- • rlozl~•r:arc pcr-
U mC, part of j ~ able. able satweeptibilizy t❑ _entiipesviviis ' rue.iaa2it;s•, !
CnB ua!I Co6). frost action; Zt34CI- 'CO lillpCrv1CIII1 ,
crate ,permeabilifir, w}aen coni- '
~ 3an• to rnoderate pacted: Ion t❑ ;
~ shruak-sn•ell ' morierate shrink- i
pcrtential. swcll Potential. ~
Vassar salt loani i F3=.- ea Nat .4tir- iNoi _z3at- Fair_____ _lforlcrate to very higq 1Toderate ssibid- i_llodaraee to
[VaC. IaCS, part 1 7_or. ~ -ible. ' able ;ii=ceptibi3ify to ier, sennigien-ivuz ' mOLIC•1a[fll-
of usDJ e i fro5t actron; mod- j to ImpeiLivlts i r:apid praanc-
. ~ crate to rnodcrarelr wiien rcas:i- ssb►litt•.
I rapiri pensicabilitr: ~ pactecl; lon• to .
Eo■s• to nioclerate m4cleiate sbriii4- {
• 5iarink-swel@ slti rIl pof,ciitill
3 € j7CFLC[iti:il. i
::'Gi TUfA:ii[liC it d:11t1 Oi 13!A.. _
. . 7.
~
~
spoXA-N-E cOvNTY, wAsM.~~cTaNN 103
ppo~-lerrties of soalamConf,inued
~ . Svil icattarsa afieeting-Contines$d
Fari°n panels- ~
C:nntinued ~griculi+iral • Terraces sucl Sas~-awe cli5poss1 I
! drainnge Irrigat9ffn ciiL er_-ions il°atcrwao-s fields ~ TrafficaUility
Emhaaxkineiet
~
~ I.ow shear strengtla; lIoderate ger- Maderatc in- 'ATudeaaYE ric- liodera#e sesist- lIadcrate per- ~ Lovc shcar
i:xspervious n°hen meakaility. tii:e rqie: sistanee t❑ anec to erosion; Fneabilitr; ~ serength;
campacted, Gliglit high tirater- crasion; hig31 Er°ater- liigh n•:~[er- mvderate corapressit~il°svr; T~olding rnodeaate holding eapac- hQlding load-earrying
:~sodera[e e ,z~ncitr, g~ermeatailit~-. ita--o•egetnti+3n cap:~cr2s, cag.~catF;
_::~~~ilie~- 1 diH'seulC to ~ mod~ke
estaialash. ~ permeabiliLc.
' Lr„i• ztxear streiigtii, ~_lIodersfe to lloslcrAce to ~_lToderate a-e- _lfader.ite resist- liozlerate ~o ~Lrs^r shear
;e;iiinervious to ~ r3pid per- 3'a1JkC1 111C:Ia.~E ~ sisTance to ance to erQSian; rnpid per- ~ S.rength; ~righ
; _:::s~ef~•iaeis ;~•iieza meak~ili~.~•. raze• navd- 9 crozion; mud- mo~ier~te to lvn• tnent~~l~td•; ] ?oaci-carryiug
' co:iin.icFed ~ et•ate to lo-.r i erate to rapid nziscr holding nioderate zo capacitr;
- narer-hol[:n°2 ~ peraneab9]ititi•, capnri[r; vege- 9o;r nater- , maderate to -
c:spzcitir. ' tation aiffiriYlt holcline :apid per-
~ , #a esr;~bli~~i c:ip:lrii~•. , :e~eabili#~•.
eseept vn areaa .
~ 6'~ : ~741+.'I17~
i
IQ:liil. n•here iE
is fairlr e.nv}• [o esiaU1'i.h aiid ,
where n7ter-
~ n•arc are like3■• •
zo Uc neetlici..
i
:t7 Y : ' , p, ►~ea:t~ Rn~,a't ii- ~i~cl i~e o l,~i► ~Tad e r~ o~ ~i~i a en . ~ar
~i ~ a i ~ b A irou id z•, s~ ~i
~ . biL,~r. i .iai . `~i e n f x • y a• , ~ azaY1aa 'a • e, i e r. ~
L 17 I G^ C0. ]AC] 3S tili ;~'1i T❑ " L1 6:7
r ,V' ,T,l , ; - ~ 3 ~
t ,1is;•^ '?lll i". j ~ j ~
: _e:.a• sti•eii,tla '+farlerire to ~ MorIera:c to ; Mv[ltra,r zra loer lIode:ate fer ]aw '+Iesd.rate it, Low Siiear
;i'11111JL'IC'Pafiy ti7 l-apid pxnYaic- ~ elaw :iiiz'.ze ~ msistnnce #a ~ n:istauce to a-apieI t*r.zie- _.rength;
:n ner■•+.oeis ■■•heiY abiliiy. r:ate :ieo&;- i eru.aon; snvcl- j erosaoii: niQder- abiht,= 1s-od- _iaderate 14ad-
eama:ietQd. ~ :ife ~■•.^.ie-- ` criez IQ rapid ate ~e•;~ter- er:Ite W: ter- r~rr~•in;
~ '-it'C11L1111 Co311~71e::' ; k ~ialrlgaz~ r~- . Perr~e:~~ilfx;•. ~ 3eoltlnag c:a~3:5c- ! iiolci~Fa~ e.^.- r~l~~citc; sxivd-
-:r.iary , maclez- p.icac.-_ ir.}•: r•eaet:ition i Pscity. v-;te to r-tpid
.i ie ; --af;ilit}•, • fi~irlr eakv to i pernicahility-
f rstabiich n herc ~
~
S n;! Iern'a 6'8 :t 1e
j r hkcle• iv^i]e
i ncedpc~.
. ~
E.o..• =}iea r -rre :igtli• ~_lIodcraie ~'MOfIL`F:tFC SO ~ ltadera,e to 1on y[edera[e to lo«• 2\106rr.3ee V?--~' lvw shear
:~111P5111"Y"1Dli;, t4 Nrciicahihtp. ~ slvn- a*.atn'rie a-eci;raalrc to rezi:taiife to periiaeabliTr: ;;re:igth;
:_11d3e:vivies n•licli ~ ra[e i:i;li :e ~ ero.zon: iuad- erasin:s:lugh to 11iL'kl to 1•on- .+.,odernte to
COs=np~~iCtl: ' vL•rti• t]lgt! ~ s:YZFc peTanC- veri' }lE-11 3ai~11 sr;;iei- f.5tr lo:l[1-
:11t iEiIitil evmpz•s4z- nottsr-iioldia:a j :YI?SISLZ-. F!•1YeY-l1fSkit7a 3ialdisig carrreng
:17:]1tI•; Ipli' C:1j7:lCITS•, espacir_r-, vege- cipacizy. ra;~s~itr;
-1 st:il~si9tx-. tataQn e.`tsE- to ~ ate
.
estahlish, nermeability.
lI ocirasse, -z3iear I.1Tvclerate to Mocloriee intane l~lacler3te _llnclerate resi-qi- Moderate sa ~_lloderatc shear
_irLni,ita. scalii- rnodcr.itel} rate: iiaoclv*- I(.':1:S341CC to nnce to erosion; brivcier.ircly• ! :€ret:gth;
i -oLa•viaiis fv iii3- r.tpid pernic- Ate wnLer- er0:ios1; anod= mosleratc wster- rapid per€nc- maderate load-
:krvious rriicn ab"siitc linlc£iiaz er:ice tv lialduia capac- alailitv: mQd- } carr}•ing
cu:iep;sctecl, ~ cap.trit..•. 1 msecicraielF ity; vegef.ativsi crsze Eratier- r_ipacitv;
:ncdiiiiii caii►p=eeS- ? r::pic9 perme- casd to estah- hvtdin~ raacier.atc f,a
ii~ilit■-, 1an- j a1~ilirx• _ lish ~rhere ca,~acite. iuacieratelS
' st alsiiis}-. € "atern 1vs are r:ipla
. lik~:lr sv~bc pt~r:ncabi9itv.
necrlec1. ~
_ ~
( A
Hi DRY LOGY
. •
~ ..~-i. .
A P.-~ ~!,~(1~~.tW~if^I- L I~ :t~;-;~ 1l ~._"..^~~°',rG.~sf't~f.~~•~~ 1 =~~.C Ti
,
~ '`..1~ ) ,"t~ •l _ ~:?r'.
.x 4J f r' c
i. I Pd i a' ~~'F-7' ~1 E 34 i. _ 6 ~'rfo b::cl, , i 7 ~ G' r'~•, td
- 7 N.; N V1 3 r4.3 I71 E k 3'~: i o `ti [L! 11' S3 D 1, C 2 . 9 "
~'l~ l~! ~1 C _a I -,e;
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a C 1~ 12, 1, l ....:r(:• r ~ _ ~ z ~ ` d 'J!F?i . d; _ rj ! , i_~ _i
~ ~h!V N A'-) f+ o W A:W'~ ~,fl :5 €30 : a;,97. 99'557 ?1333~ 90092 7
f i!~ i G::, t ` J 4 ~ f: t r~ . , Y
~i~ ~-S 1.:a:...'" ~.'~s~ief11 .1 ,r~t~7A ~u~~?'.~`:•_~
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P i.l.,! ~ : ..~:~i : i~~~a~ _ ~i ~6 sc~ f-'t
=:'.Cel~t ~3~•?:=i_~ DIST iN1R`s ,-I `r:IS, i ~:"c
-2 4 4 -
1:NBAERSE
ST nk-i 2843. 1 78A -Go- 4167. W 7 9 ~
i _3 iL'I L Er I,; J. 4
~ ~:h4V i~ 89 -~=~'s w~'~ c~~ W 13~;=. I:a50t~+ z~:D7. C)s365 7 -i~•~7
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I,! 3 "`t ' E ''`i , 0 k?1 5 f. t:: 2 e" ~e r 1. 't; ~ 4 " - . f -
)0 10413676 A1'' sa = 1 79.e. 19C~ .46 f1; ~r ~ 34~.', 11` 2t C'
C.111G`eL = T) 1..ST E SiT
C v: " i' i 1ti~: ~ : Ff
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3k~tFirdkd: ,.t-~~TriR°" 2643, : 05 8 4 13 7. f6 1 ~
-89 b4 :I,)f,• IZi 114 1285, 12 1527, 9ti '2 7 2351.. i5
V! 1,k~1 t;;tj_ 11;+ LE~i' 4. r:485 284% - 0 a'~5 --R E~ 6"-tZ;1f . C,
IN v N B9 57 59. f~• E 1261.7615 2813a i~'+05 -B 4137~ 6~51AE, a3
:0,7v :^3L F ST
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l.rtila-' I 57 -~"~J ~3 2 ._~`~a k 3 (55 6,. t~ ara04
i%i 1~ i.5 6339a
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Z;e}v ;~1 Cii 2to t'ii 4,[ 2G ~ 0 ~171 27 6 2s 82, 8 11 G~ 1 ~ 3 2~ "i 1:3t;
;:AJI!--va,. 9 59 58 V'04 14' tA'
L)°-=._ 1't1 27174 Olb 01 0x Cl l..`,,
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2
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~
f`qiNi~.~l,' I Ei f39 5 ~ 00«, ~ ~
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lii. ~,~~`f ~-°'r ~ ' v~811:'7 'u'` f.~"~' ,.a 6 ~•}G~, 9 i~'i6 ...7
~_!w,
1iq v s 0 ~r'~ :s.f!l~;i~~i~' ''i_5~1 87Ljl; } L(y -';~p ~ (t-1,-D vf-F
a ,~41~
ii'~~} , 'a ~1`'..t : ~6 l L :~I ~'Eu . -:~.1 (i
~:w fk~' S t~i ~'.~2 ~oa t~~ ~i~~i~i 2 7 8':', 9 s~~
~ 7 ~ ~~l~' ~i 7-a Od ~ _ ~ _ ~ .~~rCr 2 -7 a-!:
L6H1, L7H3
Curb cut widths da not mat:"
L3OS1
Dimansians must correspond with de~e"-.
UB2
Dimensions must carrespand with detail.
Drminaqe Repart :
Must be signed by Randy.
Page 19. Time ❑f cancentratian is not a direct raut.
Page 11. Why daes the Area Required calcs not match yvur
ImpervAOUS Area calcs?
Page 24. Qefine the 13th Ave Ymperviaus Area.
Page 28. Pravide calculataans to prove that curb drops are
additive.
3
r , -
I
• ` '
~
sectivn.
Provide either °'R" Value t iest or 121' of base course on the typical
raad sectiort. Curb retu~n sk-evati-ans must cvrrespond with other sheets.
Gurb cut widths must Crrrespnnd with ather sheets.
Paqe 4 of 5:
Developers signature, Engineers signature and date are needed.
Crass sTvpe max and min (2-4.5%) is needed nn the typical road
section.
Prvvide either "R" Value test ❑r 12" of base caurse on the typical
rnad section.
Curb return elevativns must carrespand with ather sheets.
100' tapers are needed vn both ends of your praj ect.
Describe center line elevation at Perrine Rd center 13ne.
Paqa 5 ef 5:
Shaw detai l of a Type "RI' curb drap.
Correct your drywell detail ta the cvunty s'tandard detail.
Explain tne Sgecial, Curb In1et Detail.
Exp3,ain the Swale E-4 inlet fram PErrine Rd.
PraVide detaal of the balance of the sr~ales.
Cvordi,nate a11 data with alI pages.
Lot Plans; 47tilize more of" the page. (1:20 scaTe)
Must be stamped and signed by Licensed Engineer.
Must znclude a swale cross sectivn sheet with lot plans.
L1BI
Pond sizes da not match details.
Cunc cut widths do not match.
2
s~ -
i
, i .
, - ~ pi - ~ .
.
REvIEw cOrMENTs
SPaKANE COUN°Y'Y ENGINEE~'Z
- ❑EVELOPMENT ENGINEERING SERVICES
PRC]JEGT' PE 1737 REVIEWER: Pau1 L.
PROJECT NAME; Valley Pines DATE, Feb 6,1995
REVIEW
Gensral:
. Provide an infarmativnal copy csf the utility plan.
Prmvide tapers into and out vf prqject.
Provide transztion frvm end of curb ta paving.
Provide painted fvg line.
Pravide legal for drainage easements.
Covsr Paqe:
Developers signature, Engineers signature and date are needed.
PagB Z ❑f 5:
Develapers sagnature, Engineers signature and date are needed.
Cross slope max and min (2-4.5%) is needed on the typieal rvad
sectien.
Provide sither "R,I Ualue test or 12" of base caeArse on the typicaa
rvad sectian.
Curb return eJLevatians must carrespond with ❑ther sheets.
Swale E-3 bottom area do-es nat match detail.
Swale D--9 curb cut widths d❑ nat match lat plans or detail.
Page 3 af 5.
I]eVelopers signature, Engsneers signature and date are needed.
Cross slvpe max and min (2-4.5%) is needed en the typical rvad
1
-
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?030~ L 2030
n ~ . . ~ .-~.~._~o~ '
_
xNPrRvnuCmIoN
_ The project is generally located south and adjacent to Twelfth
.Avenue, approximate7.y 500 feet tv the west of F'ines Road in the
SE 1/4 SeCtio17 ❑f 5ectican 21, Tow`15hip 25 NArth, RSrige 44 E. W.M. ,
5pakane County, Washington. The long term p3ans are to subdivide
apprmxamately 11.5 acres into 37 lats far single family
dwellings. The Valley gines project zs tentatiVeiy glanned far 3
phases. The 1st Phase, being suhmitted now, is tv cvnsist ❑f the
west tha.rd of the ❑yerall project: Lflts 1,~2,3, 4, 5, 6. 7,8,9 ,1[l,
Block 1 and Lots 1,2 Block 2. The overall area of the Valley
. Pines Subdivision-ist Phase is apgroximately 3.64 acres. _
The 1st-Phase consists ❑f three drainage basins. Basin I takes
intv accaunt the majority of the area of this phase. Basin II
, and Basin ITT extend i.rrtv the 1st-Phase but the majority of the
area of these basins are assaciated with the future phases. The
$oils in the area of this project are Springdale grav~lly sandy
, loam (SCS Soil Survey of Spvkane County, see the 'Soi3s'
' section),
mhe Springdale soil types caill allow the use of drywells with
infiltration flnw rates of 0.3 cfs ❑r 1.0 cfs, depending on the
size of drywell used.
A requi rement f or the approval of this proj ect i s f ar the
imprvvement of 12th Avenue. The rvad is tv be widened
appraximately 8-10 feet tv fall under the caunty standart3 ❑f
Typical Road Sectian Number Twa. *Gurb and sidewalk wi].l also he
- recuaj-ea. with the additivra of the curb and sidewa'1k, the
distance fram the baek of the walk to the center of the right-of-
way will be 26 feet. mraelfth Avenue will have anly a 5(} ft.
right-of-way, sa a 1 favt easement alvng the front of Lvt lo,
; Blvck I and Lat 1, BIoek 2will be required.
- y1~ Lkolv- Go Nfl,-nart.3 'i'e see;~ i~ s rA~.►~.- i5 o~Q►! r P.dp.
7{~J~+ +~++Qr74osc~. (~a►~ 1~~
_ . ~
VALLEY PINES SUBDI~~~~N.;_lst PHASE
DRAINAGE REP~~T
DECEMBER 21,1994 . .
~
NAl•
< <
PREPA,14ED BY: RAHN ENCINEERIHG, INC.
- N. 8623 DIVISION, SiITTE B
SPDF(.AldE, WA 39208
(509) 467-1550
OFlFiClAL PtfBi.IC DOCUMENT
SFaKRAJE COL1NTY ENGINEERS UFFlCE
0 R I
PROJECT 0
SU$MlTTAL ~ ~
RE7UAN TO CpuNTY ENGINEER
L6B1,L7E1
Curb cut widths da not match.
L1OB1
Dimensions must carrespand with detail.
LlBZ
❑imensians must carrespond with detail.
rw+jo, Oefaj4*,*z
CDrainage Repvst: Must be s igned by Randy.
Qvu TS~~
Page 19. Time of concentration is nvt a direct (rvu ~
Page 11. Why does the Area Required calcs not match yaur
ImperVious Area Galcs?
Page 24. Define the 13th Ave ImperViaus Area.
Page 28. Provide calculatians ta prove that curb draps are
additive. .
3
tr6BB~3'~7~'.
Gurb return elevations must correspvnd with other sheets.~
Curb cut widths must cDrrespond with other sheets z,,~
Page 4 of 5:
Deve lapers sigila-t-uxp-,,~Fng•i~~~i&-s-Mnature and da'ts a~`needed.
►wLorScW SloPpr 1llLlA ~ . lr`7 1
SZCt4-E~
Lesi; or -
r . ~
Curla return elevatians must correspond with other sheets.
100' tapers are needed on bQth ends ❑f yaur prvject.~
Describe center line elevation at Perrine Rd center line.,,~
Paqe 5 of 5: ~
Show detail of a Type "R" curb drvp.
Carrect yvur drywell detail ta the caunty standard'detail..,~
Explain the Special Curb Inlet Detail
Explain the Swale E-4 inlet from Perrine Rd.4-1~
Provide detail of the balance ❑f the swales.j~,/
coord inate a 11 data with a 11 pages
Lot Plans: Utilize mvre af the page. [1:20 scaZe]
Must be stamped and signed by Lieensed Engineer.
Must include a swale crass section sheet with lot plans.
L1B1
Pond sizes da nat match details.
Curh cut widths do not match.
2
.
. +
'
SPOKAAIE x ~ CO~ENTS ;
DEVELOp.MENT ~TY ENGINEER
ENGINEERING gERpIC,ES '
PROJECT pE 1737
PROJECT NAME;
RzvIzw Val2ey pines
1 REDIEWER:
Paul
DATE: Feb L.
5,1995
Geaeral:
PrOVxde an informatianal copy o
Pravide ta e ~he ti2it
P rs inta a»d out ~f p y P1an.
Provide transition r c
f I'O tv T`•~ 'F f hac~c, W i 7~'
m end G Ft~eG~~~,~,5 ,~~+~wtC.O'n4mS.
rb to pavinq.
~
ProVi re~!
legal for ~
drainage easements. .
Cov p$ge.
j velopers signature. Engine
~ p$ ers signature and date e
ge 2 Of 5 : ~ ►+~-L P c, ~o.( ~ ~L ~V ~ Qeded
(OX, k Cr'Oss gI0
sectioh, emaX and are xieeded
~T`f Pic 1tt.i11 (2-4 . 5g c. 1
Fr~C" ) is
R eeded
Provide e 4-erOR ~T'o^~s the
~r tYPlcal road
road SecTV p ~'~Iue test or 12 11
A~' ~'0~0 rr; , ~ urse on the tYpical
~
S.t~ra '
Swa ~ A Tt n :=~~~c~~Qi t~ •
Page 3 of 5; .
%-D~eVelopers SiqDaj:Ur
,el__E'angjm7?ei ~ . . I
j ~-gnat;ure and
clate ~ee
1
- - - ~
_ _ _ ~