27772 PE-1750B SHELLEY LANE
I'raject 5tatus Artive EiNGiNEER' S REVIEW SHEET AS L;I111I YI3I75 Af:CC1VeCI Flats Fi1e PE-175013 "94
Road Plans Approved Comnaniqii f~iles
T+lo New l`toud SWndards 5-15-95 Mylai # Related t"iles
lfcaring, f3uildmg i3ept
Tcchmcal fZevietiv
Preliminary Rev>ew Typc Large Lot ❑ Bldg 5quare I'ect
Qale Recciwcd 03I1711999 Aio Ltits No Aeres
Project Narr►e SHELLEI' LAKE 2ND ATlT3 PUD
Sitc Aadress
Rangc-To«msbip-Section 44 - 25 - 24 raKCE[.(5): ;firsi 18}
ApplicanY Ccrndalsons Mailed 45245 9141
Rahert L"Hus[er" Hertrnan Ir Flond Gane Yes
Watei 5nuece Puhltc
8225 N Division 5[ Sewer 5ource Yublic
SPL7KAN6, R+A 99206- 5claaol L7ist 356
Phane Fire I7ist
{509} 467-2123 p)ionc llist
(509) 467-257$
End Rilling
Robert L "Suster" Heitrnan Jr
8225 N T]ivis»n St
5P[]kAiVE, WA 99208-
Fhane
{509} 467-2123
(SDJ) 467-2578
Sisncd Name ROL3CRT L I-2ElTMAA! J32
Building Fh 456-3675 1 Plammng 3'h 456-2205 Cantact
llate 5rabmitte Deseriptinn Tnrtial$
Eng Nced l'cchnically Complete Eiig Need Haruard Rd Mitigatian
Eng Need T7raimage Plans Eng Neecl 't'rssMG AnalysES Fng ldced pther
0311711999 Eng Pay Fees Rccctved /!JJ. Eizg hmal Plal Fees Cnmpleted
Copy to ~Yccounting .
Eng PnQriEy Fecs Received
Notice to PubliC E NaTzCe to Puhlie # I 3 4 6 Complctcci - or Needs to be 4igned ~
L7esign L}ev iation Dates (111 -Out)
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Na. 85
BEFORE THE BOARD OF cauNTY COMMISsxOr~~~~
F sPOKANE COUNTY, wAsr~ING°rOr~
~a
~ Ali ?,r.i 1995
, Caunt~ Ee~incerin~
~ IN 'IIM MATTER UF PRELEvIINARY SUBUNISIfJN )
PE-1750-94, SI-iELL,EY LA.KE; WITH PL.ANNED UNIT ~
DEVELC]PMENT C]VERI.A1' PUDE-4-94; ANA ZCINE )
RECI.eASSIFICATlO11T ZE-34-94, F'tpM URBAN ) F'XND~NGS C3F T`ACT
R.E5MENTSAL.-3.5 (UR-3.5) A1"al7 SUBURBAN ) AND DECISION
REaiDENTIAL-1 (SR-I) TO [JRBAN RESH)ENTJAI.,-15 ~l
{UR-3.5}, URBAN RESIDEN1LAL- 12 CUR-12) AN'D }
suBu~~AN REsrnENxIAL-1 (sR-1) y
APPL~~~NT: N & H INVEsTMENTs ~
TIIIS IVIATTER, being the cQnsiderauon by the Board of Coranty Comnissfvners of
5pakane Cvunty ('Boarcl") of a request £or appraval of apreliminary plat knvvvn as 5helley
Lake, Plannirig Aepartment File Nv. PE-1750-94, preliminary planned unit development with
bonus density, File No. PUA7E-4-94, artd a zone recla5sification, ZE-34-94, aU for th~ purpvse
of developing 243 si.ngle farnily dwellings artd 200 multiFle family dwellings vn 123.8 acres of
land surrounding and inCluding 5helly L-tke (hereinafter referred tv as the "propnsal"); and ttie
Boa.rd having cvnducced a de nesvo public hearing on the praposal an Octvber 4, 1994,
pursuant to appeals filed by adjacent property vwners of the Spo'kane County Hearing
Examaner Committee's previous approval of such prap4sal; and the Board having fully
cc7nsidered the Cestzmany anrl dc5cument5 subrxiitted, and the public record files regard3ng the
proposal, and the members of the Board having individually visited or being farriiliar with the
site and vicinzty in questivn; and the Bvatrd having rendered a.n aral decision on November
1994, apprvving the proposal vuith additional cflndiraons ar snodifications, hereby enters thc
follawing r-'indings of Fact and IJecision:
FJIV'DINGS QF FACT
I. The site o£ the propt7sal is Iecated in [,he Spokane Va11eY, apprvximately 600 feet south
of Sprague Avenue and rrortherly of the R4tchfDrd Acres TraCtS subdivisiDn, in ScctiQn
24, Township 25 North, Range 44 E.W.M., Spvkane County, Washington.
2. The prcaposal requests agproua.l of a preliminary plat and planneci unit developrnent fvr
the entire site of 123.$ acres„ azone reclassiiricadon for 14.4 acres crf the site frorn the
Urbatl Residen[ial-3.5 (UR-3.5) zone to the LTrban Residential-12 (LTR-12) zone, and
bonus derrsicy far the pcrrtivn of the sit~ currrently xoned Suburban Residential-i (SR-T)
(south 20.2 acres) as we11 as the portion of the site sought to be rezoned to the Urban
Residentia.l-12 (LIR- 12) r.one.
3. 'Phe groposal requests approval tca deaelop 204 multiple family hausing units on ttie
14.4 acres svught to be rezoned to UR-12, tv set aside 53.2 acres of the site for Qgen
space, and co develop 243 siflgle fmnily nesidences on rhe rernainder of the site.
4. The Spokane Caunty Hearing Examiner Cotnmittee held a pubiic hearing vn ttxe
proposal on August 18 and August 25, 1994, and approVed the propasal by written
findings and decision advgteci on August 26, 1994.
5. C3re September 2, 1994, Leonard and Elizabeth Bvuge, the owners of an adjacent ,
manufactured home park, filed a tirnely written appeal of the Hearring Examiner
CQrrraittee's deciszon savitli the Board of Cvunty {Commissivners.
6. On September S, 1994, residents in the Rotchford Acre Tracts area £'iled a timeIy
written appeal of tlhe Hearing Exarniner Comrriittee's decrsion with the Baard of Caunty
Cvrramissioners.
7. flrr October 4, 1994, the Boarti held a de nvVv public h=ing vn the propvsal, witt7
written comments subrritteci tp the Baard by November 1, 1994 accepted as part of the
recvrti.
Qn Nvvember 8, 1994, the Boaad issued an oral decision approwing the preIirninary
plat prapvsal, subject €o the entry of written decasivn and finda'ngs.
n[)CC FINDIIdGS PE-1?50-94 Page 2
9. The legal requirements for rhe pubhc hearing held by the Bva,rd liave been met,
10. The Baard adopts the Planning Department and Bvard's public recvrd files in PE- 17 50,
ZE-34-94 and PUDE-4-94 as pat-it of the record.
11. Thc aral testimony suhmitted to the F-lcaring Examiner Cammittee regarding the
proposal was nvt submitted t❑ or considered by the Board, and daes not comgrise a
part of the record before the Board. The Hearing Exaxniner CQmmittee's aecision was
cvnsidened as a arecamrnendation anly tv uhe l3vard regarding approval of the prvposal.
12. The Board taces notice of the pravisions of the Spakane County GeneraPized
Comprehensive PPan ("+Compreheansive Plan"), che Sprakane County Zoning Code
("2oning Code"), the expired Spolcane County Zoning Qrdina.nce, the Program tv
xrnplement the SpQkane Courtty Zerning Code (adopteci by resolutian), and the 5perkane
County Cade.
13. ADeterrninativn of Significance was issued by the Planning Department fvr the
prcrpasal under the Stafie Environmental Parvtection Act and the Cvunty's local
enuiranmental ordinance, and an Environmental Impact Statement (EIS) vzdered. A
Drafc EIS was issued far the project vn February 75, 1934, and a Final EIS vvas issued
ara 7uly 22, 1994.
14. At the public heaxing heid by t6ae Bvard, the primary issues raised inaolued traffic
impaccs to adyacent progerties from the pmpasal, including aecess impacts ta rhe Birch
'I'ree Manor Mobile Honne I'ark lvcated at the northwest cvrner of 4th Avenue and
Conklin Rvad, and impacts to residents from ttie cQnnectian of Rotchfort} Drive
between the propvsal and Rvtchfvrd Acre xracts.
15. 'I°he southem 20.2 acres of die site is ciesignated wichin rhe Suburban PIus categary of
the Cvmprehensave P1an and is zvned SR-1. The remainder of the site is designated
within the Urban categflry of tlze Cornprehensiwe Plan and is zoned UR-3.5.
16. The originaI zoning of the site was .Agricultural under the Spakane County 7vning
Ortiinance, which zvning was redesignatei ta the current Zvning Code classificatians
effective Januazy 1, 1991, pursuant to the Prograin to Implement the Spvkane Cvunty
Zvning Code,
17. The proposal is generaliy consistent with the Urban category of the CvmprehensiVe
Flan, which is intended, tfl provide the opportunity for dcvelQpment of acrty-like
environtnent, with a xrsixture of various land uses, including residenrial development at
varivus densities, and wnich is associated with a high level of urhan services.
18. T`he density of tae propasaT, including the densities of the single family and rnultifan-ily
dwelling pvrtians of the prvpasaal, are cansistent vaich the reGOmmended densiries of the
Urban cacegory of the Cvrnprehensiue Plan.
19. The propvsal is generally consistent with the recvmrnendation of the L]rban category
that multifamily develvpment be lvcated watli direct or near access tv the majvr azterial
systcros of che Cvunty. The rnuldfamily pvrtivn of the proposal is c4nsistent with
surroUnding land uses, and wAll entiance the residential chamcter of the a.rea.
20. 'I'he gropvsa1 provides tran5ition between'hxgher density development to the nvrth (the
muFtifamity units of the propasa] and manufactureci home park units) and the one haif tv
ane acre singLe family tracts tv the souch.
21. Whi1e the prvpvsal is inconsistent with ttie density guidelines of the Suhrarban Plus
category of the Comprehensiwe Flan, it daes implernent vther guidelines of the
iuburban categary, incfiuding pravisivn fvr cTuster develcagment and open space,
promotion of fi11-in develaprnent, pareservativn v£ unique envfranrnental areas, and
buffering from adjacent Iand uses tv rrtitigate negative impacts.
22. The proposal lies in a"transition area" where the grop+asal averlaps tcvo land use
categaries. The Comprehensive Plan provides fvr apprvva] of transition area prvpvsals
if sucti prvpvsals meet the guidelitaes of eirher land use categorie5, and depending an
the impacts tv adjacent land use categvries and mitigatian of such impacts through the
apprvvad process. :
23. The praposal is cvnsastent with the tra.nsifiora area gvTicy of the Cvmprehensive Plan
beGause it is implements ihc Clrban category, and presaides suffcfent buffera,ng, design
- 1~
BC7GC FTNUTNGS PE -T750-94 Page 3
atnenrties and other conditivns tv rnifigate adverse irngacts on adjacent large lat5 in the
Suhurbarr PPus categary, including impacts vn la~ge anuna.l-keeping.
24. Circunnstances have substantialTy changed in rhe area since the origPnal zaning of the
portivn of the site co be rezaned to UR-12, includ.ing the increased demand fvr
residential housing, Iand use and zoning trends in the area, the extensivn of public
sewer to the site and roari ir,nprcavemerats to arterials Rn tt2e area.
25. Thr, proposal as condRpaned is generaPly cvnsistent with surrvunding land uses.
Adequate access ta the Sirch Tree lVianvr Mobite Home Park aand for the muPrafarnily
partivn of the proposal will be assurei by rhe requirec€ construction of a two way oeenter
turn lane om Conklin Raad frvm tE7e Fvwrth Avenue as realigned to Sprague Avenue.
The required cvnnectivn vf'Rotch,ford Drive between the proposal at its struth end and
thc Rotchford Acres Txacts is nceded to provide a second access fvr adequate
circuladvn aFpevple, traffic and emexgency vehicles.
26. 5pee+d restric[ions shvuld be cvnsidcned for Ra[chford Drive, as recomrnended by thc
+County I7ivisivn vf Engineering, tv mitigate potential traff'ic imipacts to adjacent
residential lvt owners fram fitie connection of Rotchfvrd Drive.
27. It is unneCessary far Rvad "N" ta be extended to the east baundarry af the proposal and
deveioped as a public road.
28. The apglica.nt should be required ta cvnstruct 4th AVenue from Conklin Raad east ta
Steen Road to Cvunty roa.d standards unless the Arterial Rtrad T'lart is changed tv reflect
an at grade crossing of the Svuth Valfey Arterial and {Conklin Road. VVithaut such
cvndition, apprvpriate prvvisiort cauld nvt be ranade for public rvads due ta the
inadequate Pevel af serwzce for the intersection vf 4th Avenue and Sukliwan Road that
wvuld otherwise result at build out of the propcasal.
29. The proposal is Iocated withira the Central Valley School I]ismict. Upvn carnpletion,
the proposal wiPl generate new students which wrE directly impact the DistricC's capital
facilities. The District is currentky aperating over its capacity, and will cantinrae tv da
so when the proposal is fully develrperl unAess addational student housing is pravided.
30. 'ne applicant has indicated his willingness to enter inta avolunrary agreement 'Aith the
Central Va]ley School District requiring the applicant tv pay a per lvt fee tv help finance
the constr►zctitrn of additional portable ar pearmaanent classrovms, and thexeby miragate
ttae impact~ of the proposal vn student hrruszng when developed. Such agreement is
ne,cessaryr to anitigate the ampact flf the proposal on the school districc.
31. Existing pask faeitiries in the area of rhe proposal are anadequate. Upon deaelopment,
the proposal w+ill generate additianal rlesidents which will directly impaet the Gvunry
park system and increase the need far atiditional park facilities in the area.
32. The applicant has iandicated his willingness ta enter iratv a ualunxary agreement with the
Cvunty Packs T}egartment to r~iitigate impacts from ihe proposal on the park system and
tv finance additivnai gark facilides. Such agreernent is necessary ca rnitigate the zrnpact
af the proposal on the schoal district.
33. The proposal canfarrns wEth the Zonirrg Cade and all vther applicable Iand use cvntrals.
34. The xequirernents oF the Planned Unit T]evelapment C)verlay Zvne, including bonus
density provisions, have been met. .
35. The proposal camplies with the provisivns of chapter 43.21 C, the Washington State
Environmenta.l Pvlicy Act, and with the proVisivns af the Gvunty's loca1 eravironmental
vrdinance.
36. The midgating measures presentei in the EdS or zmpvsed on the proposal are adequate
to mitigate the adverse envimnmental impacts from the prapasal. As cvnd.itioned, the
proposal wi]I nQt have mvre than a modsrate impact an the qualfry af the environsnenc.
37. The proposal beaas a substantial relativnship to the ,pahlic health, sa£ery and general
welfare.
38. The public use and interesc wi1l be served by the proposeei prelim.inary subdiVision,
planned unit develQpment and decciicatian, within the meaning vf RCW 58.17.110.
BOCC FINDINGS PE-1750-94 pa~e 4
39. T'hi e pr+opvsal rnakes appropriate prrovisian, wxthin the meanirag of RCW 58.17.110, for
the public health, saf'ety and generad welfare, and for opcn spaces, drainage ways and
stozrnwater runoff, pubIic roads, tran51r SCL7$]5' pocable water supplies, sanitary wasre
dispvsal, parks a.nd recreatian, schools and schoolgmunds, and aIl other releaant facts,
including sidewaLks azad other pIanning featuxes that assure sa.fe wal'king cvrtditavns for
students wha only walk to and fmm schvaI.
I)ECISZON
The Baard hereby approves the preliminarry plat and planned unit develapment (with
bcrnu s den sity) of Shel2ey Lake, Planning d]epartmcnt Fiie Nvs. PE- 1750-94 and PUDlE-4-94,
to develap 243 single family dwellings and 200 multiple famniy dwellings on 123.$ acres of
land, surrnund,ing and including Shelley Lake; and further appraves a rezone of 14.4 acres aF
che site from the Urban Residential-3.S (UR-3.5) zpne to the Urban Residen tial- 12 (UFt-12)
zvne, in Planning Department File No. ZE-34-94, in conjunction with the approval of such
prelirninary plat and planned unat deVelopment; alL subject to the following eonditivns.
, IAI REFEkENCE `T`[J TTHE A'I`TACHEI] FiNDTNQS AND J~tI3ER. ~ BOARD C]F ~:'(7'~NTY
CC3N~MI:5SIt7NE1~:~ A~~'S T~ FC~~~~.C7WTI~G t'C}NDM6NS 47F APPROVAL
GC1NI]ITIDi+I'S (?R GONTIIVGENCTES APPLIEI} TO THIS APPRQVAL
1. AU Conditions imposed by the Board of County Comraissioners shall be bind.ing on the
"AppLicant," whzcn term shakl include the owner or vwners of che prapecrty, heirs,
155RgR5, and SLICGCS5or5°lFl°1riteI'eSC. '
2. The conditions of apprvval apply to the prclanninary subdivisaan of recvrd.
3. The xone recIassificativn froini Urban Resfdential -3.5 ([JR,3.5) to Urhan Residential-12
(UR-12) applies ta Lot 1, B1ock 11 of the preliminary subdivasivn of recvrd. The planned
unit deveIoprnent Qverday zone app$ies Cv Che enfire prelZminary subdivi5ion of reCard.
SFQKAN'E C+QUIVTY PLANNING DEPARTMEN'T
1. The pmpvsa1 sha]l comply with rhe Urban Residendal-3.5 (UR-3.5), Urban
Residendal-12 (C]R-12), Suburban Residerttaal-1 (SR-1) and Planne.d xJnit
I]eVelopment zone(s) as amended.
2. nvnus density is approveci to allow up tv 200 rnultiple family units in the LXrbars
Residential-12 (L3R-12) zone and 38 tcatal units in the 5uburban Residential-1 {5R- 1}
ZC?tle.
3. Since multiple avnes affect the planned unit development, minor adjustnnents in vftacial
zvning boundaxies may be apprvVed by the Flanning Directvar or desi,gnee iv recvgnize
lvt lines and road r-ight of way at the time of finaJizarivn.
4. 'Ihe final plat shall be designned substa.ntiall}a in confvrma-nce with the greliminac•y plati
of record. Nv increase of density ar nurnber of lvts shall occur withQUt a change of
cvnciitivn applicarion submittal and approVal.
5. The Planning Directvrldesignee shall review any proposed fiinal plat tv ensure
compZiance wit.h these Findings and Conditivns of Approva.E.
6. Af'inal plat name shall be indicated before the final plat is ~'ilei, such name tQ be
approveci by the Plannin,g Dizectorldesignee.
7. Apprvpriate rvad name(s) shall be indicated.
8. The prehminary plat is given cvnditaonal approaal for three (3) years, specifically ta
3anuary 24, 199$. TYie applicant may request an externsian of time by submatting a
written request apprvximately Fany-five (45) days prior to the abave expiration date.
9. Appropriate utTllity easernents shal1 be zndicated on cvpies of the propvsed inal plat.
Wratten agproVal of utiliry easements by appro,priate utility cornpanies shaU be zeceived
with the subrn.ittal of the final pIat.
. BOCG FZ~ING5 PE-1750-94 Page 5
16. Three (3) current certifcates of title s1ia11 be furnished to the Planning Department prirar
tv filing the final pZat.
11. The firsal plat shaLl inciicate yard setback arc lengGhs on curvei street frantage 1vts and
cul-de-sac lvts wfiich meet or exceed the rninirnum frontage of the under]ying zane of
the final pIat.
12. A pIan fvr water facilides adequate for darnesdc service and fire protectian shau be
apprvveci by the water purveyvr, appirapriate fire grotectivn distaict, Cvunty Building &
Safety Depart~ment and• County Health DxstricL The agencies wi11 cerdfy rrn the VVater
Plan, privr ttr the filing of afinal plac, that the glan is in conformance wath their
respeccive needs and regulativns. The VVater Plan and certi.£ication shail be drafted an a
tr-msparency suitable far reproduction and be signe,d by the plat sponsor.
~
13. The water purveyor sha11 certffy that approgriate cantractual arrangerrbents and schetlule
of irn,proVements hawe heen mede wirh the plat spansar far canstructi4n of the wacer
system in aCCardance with che approved Water Flan. The dme schedule shail provide
for cQmplerian of the watex system and inspecrion by the apprQpriate health autharides
privr to application for builcl,ing pernuts within the final plat. The arrange3nents or
agreements s"hall include a pzovisivn hvlding Spoka,ne County and the purveyor
harmiess from claims by any lot purchaser refused a bu'rlding pemut due to the failure
of c4ie subdivision sponsor cv sabisfacTarily cvtnplete t'he appraved water system.
14. The final plat dedicativn shall contain rhe followirag statement:
pu~rlic water systerri, pursuant to the S~Vater Plan appro~+ed by cauncy and state
th aurhorit~es, t,he 1~a1 ~'re pzvtecrion disgict, County Bualding ~c Sa£ety
artcnent and w~axer ptuveyc~c, sh~l be instaTTed within r~is suhdivisivn or binding
, pZan, ~d the applicar~t shall pravide fcar indiwidual riomestic water service as well
~i~e pmtection to each ls~t privr te~ sale of each lot and privr to issuance of a~iuitding
pemtiit fvr each lot."
15. Na building permit wi1P be issued for any lot within the fnal pZai until certified by a
Washingtvn state-licensed engineer thac "the water system has been instaIled pursuant
tv rhe approved W ater Plan for the fina@ plat," s.ncluding a signed license stamp. The
certif carion may be in the farrn of a letter, but is preferred to be cerrified vn a copy of
the Water Plan as a sGhematic map showing the "as-built" water system.
16, A suzvey is rec{uired privr tv the filing of a ~'~nai p1at.
Y?. g'riar tv apprvval of mad azzd drainage plans, yau are required to coordinate with the
United ataces Pvstad Service tv determine type and 1ocatian of cenlral mail delivery
facilities which may include applicable easemettts for deueTvpments of three or mare
hacnes.
1$. A specific Landscape plarx for open space areas, planiing schedule and prowisivns far
maintenance acceptahle to the Planning Directarldes'rgnee shaU be submitted with a
perfornraance bond far the project priar to final plat approval. Lartdscaping shaU be
installed and maintained sv that sight distance at access pvints is nvt obscuz'ed or
impaired. Landscaping shall confarln to the requiirement of the Spokane County
7Qning fiode and as desczibed in the staff regort and shall include a wildlife habitat
enhance plaLn as described on page 44 and 45 ❑f the Shelley L,ake Draft EIS.
Ydenti~'ication signs. f feet in height, located at entrance paints to the deVelogment are
approved subject to confarrnance with c1earview triangle regulations.
19. The PUL3 pla.ll 5haU lIld1caCe aU CXter1QX boilridary 5e[I]aCkS, as weIl as setbacks fram
madways and individual 1vt lines.
20. A copy of the homeownerslprogerty owners' association articles of incarpvradvn
andlor byiaws andlor cavenants and restrictions, tvgether wittz any ather pmVisions for
maintenance of cvrnmon a.rr-as ancC faciiities, sha11 be submitted fQr review and appmval '
tD the Pianning Deparnmenc pzzvr to finalizang.
21. The private rnads andlvr commvn areas shawn an this pPat shal te dedicateci to a
named hvmeawners associativn c:eated by document fi1ed with the Washington
Secretary of State. The applicant shall furnish a cnnforTned cvpy of the articles of
incvrparaavn filed with the iecretary of Statc, Priar to final plat approval.
.
$OCC FIN]INGS PE-1750-94 Fage 6
22. Tihe private roads and comrnvn arreas cannot be sv1d or transferred, regartiless of any
prca►rision in the coVenanis to the contrary, and shaE be considered subservient estates fvr
real estate tax purpases to the vther lats createi herein,
23. The awner shall negvdate with the Caunty Parks Degartment and submit a recvrded
copy of a vvIuntary agreement making provisians for public parks pnvr to finaarizacaan
and recording of the plat. The agreement shaU provade awritten description of the
subjeet prvperty ta whrch the agneement applies arad also state the dvIlar arrtount and
any orher agreed tv mitigating measures.
ne awner shall also notify any potential purchasers wkto have rnade an agreement tQ
purchase property within sazd ptat pursuant ta the Revised Gode of Washington (RC4V)
58.17.205, that adequate provisions far park facilides must be made conditioned on a
futurre agreement between the plattor and Spakane County Farks Depart:rnent.
Vvltsntary agreemenas between the owner and Spokane County ParkS Departrnent shall
canfvrm to the requarecnents ❑f RCW Chaptex 82.02.
24. Prvject pliasing stiall be approved by the Pla.nning Duectar vr his designee.
25, The awner shall negotiace with Cena-al VaIley Schao117istrict and submit a recarded
copy of a valuntazy agreement makang provisivns fvr public schools prior to
~'ina-Uzation and recording of the plat. The agreernent shall pmvide a written descripdon
of the subject grapeny te which the agreement applies and also state the dollar amaunt
anti any other agreed to mirigati,ng measuxes.
The owner sHall also notify any patential purchasers whv have made an agreement ta
purchase pzoperty within said plae pursuant to the Reaised Cvde of Wastungton (RCW)
5$.17.205, that adequate provisions for school facilities must be made conditzoned on a
future. agreement between the plattor and school district.
Voluntary agreements between the vwner and sehaol district shall confarnn to the
requi.rements of RCtiy" Chapter 82.02.
26. The final plat map shall indxcate by a cIe.ar, dasheri line rhe r+equireti yard setbacks from
all priVate, "Tract X" or public roads. The dedication shall contain the fvllowang
/stat- '1t:
ar ~i and rear yand setbacks shall be detern~ined at the ~ne bu.ilding permits Are
ed unPess these setba~cks are speGi~cally dr~.f'ted vn thls finai plat. 'Tt~c setbacks
ed an thas plat may be varied from if proper xoning approuals are obtained.
T'he fvliawing special building setbacks arc approued wath the planned unit
deveiopment:
Front Yard 15 €eet
Garage 20 feet
Flarik3ri g SmeeC 15feeC r
Side Yard 5 feet
Re.ar Yard 15 feet
Note: ALl exteriar setbacks shail be according to the minirnurn provided by the
undcrlying zane. Twenty five fcoot frant and flanlang street setbacks whll be requued
frvm Rotc'hford Drive and the Tract X Rvad. Al1 bualding setbacks are from prtrperty
lines.
27. The SpQkane County Flanning Department shall pregaure and record wich the County
Audator a Title Nvdce speciiying a future Iand acqraisition area fvr road iighc-of-way
and utilities. The reserved futuxe acquisi[inn area Title N"atiee shaR be reIeaseci, in full
or in part, by the Flannang I7epartrrtent. The narice should be recorded within the same
6me frarne as an appeal and shall pravide the fallawing:
a. A[ least 5 feet of reserved future acqui5itiran arrea for rvad right-caf-way and
utilities, in Additian to the exasting andlvr newly dedacated right-vf-way alcsng 4th
AVenue. NC]T'E °nie Cvunty Engineer has required 10 feet of new detiication.
b . ~'uture building and ather setbaGks required by the Spcricane County 2onrng Code
shall be measured firom the reservr-d future acquisitivn area.
.
BOGC FINBINGS -PE-1750-94 Fage ?
c. No re.quired landscaping, parking,'208' areas, drainfieTd or a11Qwed signs shvu~d
be located within t-ie future acquisidon area for raad right-of way and utilities. If
any vf the abvve impmvements are made within this axea, they shall he relocated
ac the applicant's expense when roadway imgrervements are made.
d. Ttae future acquisikivn area, untrWI a.cqu.ired, shall be private praperty and may be
used as alToweci in the zane, except that any Ymp$vVernents {such as tandscagAng,
parTang, surface drainage, drainfieId, signs vr others} shah be cvnsidered interim
uses.
e. The prv,perty owner shall be tespansible for relvcatisng such "interim"
impravements at the drne Spvkane Cvunty anakes r+oadway unpmvements after
acquuirring said future acquisiti❑n area. °
f. Acquisition by Spakane Cvunty of any future acqufsiticrn area shall be at fair
nnarket walue agnQring the restrictions an said acquisition area imgvsed by these
condipons. '
2$. The Spokane Counry F'larining Department shall prepare and record with the County
Auditor aTitle Notice specifying a future land acquisition area far road right-❑f-vvay
- anci utilities. The reseraed future ttcquisidon area 'I'itle Natice shaU be released, in fuH
or in gart, by the Planning I7epartment. °Ifie nvtice shvuld be recorded within the sarzae
tirne frame as an appeal and shall pravide the follvwing:
a. At least 35 feet vf resesved future acquisitivn area far raad right-caf-wa}+ and
utilities, in addition to the exisdng andlor newly decciiicated right-of-way along
South Va1Pey Artezial, N41'E: The Cvunty Engineer has required fl feet of new
ded.icativn.
b. F'uture builciing and ather sexbaGks required by tlae Spokane County 7oning Cade
shall be measured fmm the reserved futwre acquisitian area.
c. No required landscaping, parking, '208' areas, dxaanfield vr allvwed sig,ns should
be located within the futtue acquisitivn area for rvad right-of way and utilities. Tf
any of the abave improVements are made withi,n rhis area, they shall be retocated aY t,he agplieant"s expense when roadway dmprovements are made.
d. T'he future acqui5itivn area, until acquiretl, shall be private groperty and may be
used as allerwed in the zone, except that any imprvverrients (such as larsdscaping,
parking, suz-€ace da'ainage, drairtfield, sigr~s or athers) shall he considered interim
uses.
e. The progerty owner shall be respvnsible for relocating sueh "interirn"
imgrovements at the time SpQkane Caunty makes raadway improvcments after
acquiring said future acquisition area.
f. A,cquisitian by Spvicane County vf any future acquisition area shall he at fai.r
market value ignoring the restrictions on said acquisition area impvsed by these
condidvns.
29. Upon f'iling the final plat, or a pvrtion thezesof, the zone reclassificatiran vf t~~e final plat
area shall be finalized, and the existing zone classification shall be changed to i3rbart
Residential-T2 (TJR-12), cvnsistent with the propcrsed aoning approVed wit17 the
preliminary plat of recvrd.
30. '1'he proposal falls under the jurisdaction of the Washington State Shflrrelines
Management Act, and the applicant is advised that vne ar rnore sharetine pernxits may
be necessary.
31. The r 'hal plat shall delineate the C3t'd.inary High Water Mark (UHW`M) and the 200 feet
of vreline Act j~sriicdvn boundarry. 'I'F~e dedicatiora vn the ~'ina.I plat shall state:
th~ dme of appraval of the final plat, this property Fell under the jurasdic~ian o~'tt-ie
shi~sgtora 5tate Shc~reline Managernerat Act„ RL~r'V 9[~.5$, and the Spo9~ar~e County
orelir~e ~'rogram, WAC 173-19-440. Any development v~'this property shall only
r~~~ in smct cvmpliance with che Shareline Act nales and regulatians in effect at the
time vf permit issuance."
32. Please be advlsed that any use, diversion, abstnaction or change in the natural flovv vf
any waters vF the State requires appmval b}+ the Washingcon State Depar[ment vF Fisti
BflCC FINDINGS PE-1750-94 Page 8
and Wfldlife. Cvnstructicrn of the proposed woocien bridge over SalteSe Creek, dvck
and beach area may require such appraval.
SPOKAN~ COL]NTY DIVISTON QF ENGINEE1tiN'G A,,,ND ROADS
Pricrr To Tssnance Of A Buildin g Permit C3r C,a1~e Of "E"he F'mM
p§ As Pro~
I_ The conditivnal approva1 of the plat is given by the Ccrunty Enganeer scahject tv
dedicadQn of right-of-way and appmval vf'the rnad system a.c indicated in the
greliminary plat of recvrd.
Plans, prvfiles, and crass-sectivns as design~ to ~Gounty sta.~ndards showing praposed
stree€ center line and curb grades shall be subr~~atted tv the Caunty Engineer for
apgroWal privr to cvnstr¢activn and/Qr the fiing of each ~'inal p1at; road plans to be
prepared under r,he di.rectivn of a licensed Pmfessional Civil Engineer.
N 3. ' Drainage plans and design calculations sliswing the ali~,~tment of dra~.nage faciliti~es
shail be submitte.~i tv t~he Ccaunty Engineer for appr+~Val prior to cons~ction andlor the
fi1ing of the f"inal plat. Drainage plans to te prepared under the direction ❑f alicensed
F'rofessianal Civil Engineer.
4. The regulativns of the National Fload Insuraiicc Program shall bc observed. A
deveiopment permit sha11 tae obcained fram the Gounty Engineer befare constructivn ar
dewelopment hegins within any a,rea of special flotrd hazard {refererace Spakane CQUnty .
Ordinance No. 88-(1521}.
fvllowin,~ staterreent shal.l appear within the dedicatory language of the plat:
r ~
" elapment ~rit,hin this subdiVisic~r~ sI~all confc~rm ta the requirements of rhe Nation~
Insurance ~ograan a,nd Chapter 3.20 of uhe 5po9~ane Caunty Code. Purchasers
~ praperty within this subciirrisivn are warned of pvssible flovding or pe~nding and
~ patentia.l rec~~airernenf tv purchase flc~d insurance. `This wa~rnning shall be carrieti an
~ and every deed ~awn ta ~'ansfer vwr~ersnip v~' any and all pro~rty within the plat
L1aN iAY\,.~'V~J~rbiQS dl0.~~.FI
i
5. Canstruction within the groposed public streets and easements shai'1 be perfvrmed
under rhe tiireCt 5upervision of a licensed engineer/surveyvr, wYco sha1L furnish the
Gotinty Engineer with "as-built" plans and a certificate in writing that afl imprcavements
' were instal]ed to che lines arid grades shown on the approved construction plains and
that a12 disturbed monraments have been arepLaceci.
f. Nv canstructivn work is tv be performe.d within the existeng or proposed public right-
of-way until a perrrist has been issued by the County Engineer. All work is subjeGt to
ins$ection and Appzoval by the Ccaunty ~ngineer.
~
7. All canstructivrt withiri the existing or prvpased public rig'ht-vf way is ca be cvmpleted
privr to filing each final plat, c►r a bond in the amvunt estimateiby the Counry Engineer
tv cover the east of constructiora of unprovements, construction certif catian, "as-built"
prans and mvnumenting the sireet centerlines shalI be filed with the Caunty Engineer,
8. Na dise.cct access from lots ta stub road ccrnnections uncil such znads are cvnstnacted to
Counry standards and established as caunty roads.
9. Rvad design, construction, and drainage control fvr one-half (1J2) rights-of-way and
sCub road connections are the resgonsibality of the owner, devePoper ar appLicant.
. Apprvpriate provision shall be made t.hat the fallowing-described property be held in
tr-ust until the cvntinuation of the streets he dedicated vr deeded: A one (x)-foot strip at
Othe ends or etiges of ali streeis that terrminace or bvrder rhe subdivision baundary.
(Ternporary cul-de-sacs are required when streets tez-minate at the subdivisivn
baundaries.)
11. Tndividual driveway access permits are required prior tv issuanee of a build.ing permit
fvr +driveway apprvaches tv the county rvad sg stem.
12. Dedicativn of 10'feet of additional right-of-way along 4th Avenue is required.
13. Dedication ta equal 35 feet from centerIine of additional z-ight-af-vvay a1Qng CvnkTin
Road is required.
SC]CC FINDINGS PE-1750-g4 Page 9
rc De signadon vf a"Tract X" road f4} feec in width frorr~ ~nklix~ Raad to t~ie ~st
raperty Iine fvr ~'urure 4th t~,►renue is r~uire3, The right of way d~d shall '~e
xecuted hy ttie applican[ arrd held in trust by Spokane Covnty until such time as the
right of way is rr-quirea by the Spvkane County Engineer.
15. A statement sl1aLl be p1aced in plat dedication that no dimet access be allawed fram 1ots
to the South Vaaley Arterial, 4th Avenue and Rotchfvrd Drive,IConlcTin.
16. A staterxaent shaTl he placed in the plat ded.icabion providing for future slope easements
as required by Spakane County along 4th A►renue extension.
17. Exisdng cnunty roads adjacent cv aLnd prvviryng ctlirect access ta the plat shaIl be paveti
andlor curbed tv Spo4cane +County standards. 1$. AU public raads wittsin the plat sf1all be designed and consmucted tv Spokane Caunty
standards.
19. Sidcwalks are re.quired alang the aLteria3(s) an ConkLin Road and 4th Avenue.
20. The ward "aPFlicant" shall include the vwner or owners of the property, his heirs,
assigns and successors.
21. The County ;Engineer has desagnatetiTypical Rvadway Sectivn NumlerTwv, Collectar
Arterial scandard ior the irriprcrvement of Rvtchfvrd Drive, which is tv be constructeci
wiffiin the propose.d deveIapment. This wi1P require t.he instalYation of 4{] feet of
asph2lt. The eonsbnactian of curbing and sidewralk is also required. Phased
canstruction of Rotchfvrd Drive wQUld be permitted frcirn 4th Avenue svuth with
aperatian and maintenance as a privace road until suckt time as Rvads "7" and "K" is
requuired as parc of a final plat. Rotchf'ord DriVe whi.le serving as a private r❑ad will stiU
be built to pubiic rvad standards. At such tirrie as priwate rcrads "J" and "K,", as
delineated on the preliminary plat of recvrd, are ccrostmcted to serve lrars un that
particular phase of the plat, the cvnnectivn to existing 1RQtchfard Urive will be requarecl
to be cvnstnzcted as apublic road wirh establist3ment of apublic rvad ftom 4th Avenue
south to the existing Ratehfvrd Drive.
22. Tfie County Engineerr has designated TypicaZ Roadway Section Number Twa, ColIectar
Arterial standard for the impxovement of Gvnklin Raad, which is adjacent to the
pmposed develapmenc. '~T`his wiTl require the additian of appnoximaiely 44 feet of
asphalt alvng the frontage of the develvpment beginning at the rea]igned 4th Avenue
and extending tv Sprague Avenue. Tv aninimize the impacts tv the exASting
manufactured hame park which accesses Cvnklin Rvad, the roadway cross-secuon
shall provide for a continuvus two-way left turn lane fmrn the realigned 4th Aaenue to
Sprague Avenue. Any additiona1 zight of way reyuirements tv meet t11is crrnditaon shall
be dedicated by the applicarat. This right of way rre~quireement xs on.ly appl.icable tv
property under cQntral of the applicant. 'Me conswctivn of curhing and sidewalk is
also requi.red.
23. The County Engineer has designated si'ypical Roadway Section Numter Two, Collectar
Arterial standard far the improvemsnt of 4th Avenue, which is adjacent tv and withan
the proposed development. This wilk requi.re the additian of up cv approscirnately 44
feet of aspha1t alang the frontage of the developmenL "Ile construction of curbing and
sidewalk is atso reguired. .
24. The pxvposed priVate raad as shawn an khe prelirninary plat serving an excess of 20 lats
with extensivn tv serve 8 or less futwe Iots on pmperry east of Shelley Lake and future
public r`rght o#' way tract is approrred by the Cvunty Engineer.
25. , Private rvad(s) sha11 be imprnVed'to Spokane County standard for aprivate road
urbanu'suburban PUD standard serving zn excess of 20 lots and are subject to appmval
under Scctitrn 10.207 of the Spokazie Covnty Fire Code.
26. A11 veste,d owners sha11 sign and record private mad documents as prescribed by the
Spokane County Engineer, These dc►cumenrs shall be reviewed and app~ved by the
Spvkane Gounty Eragineer prior to recarding wath ihe Sgvkane Counry Audiror.
Recording nurrxbers shall be referenced an the dedicatory language of the p2at.
27. The faRvwirng statement shaLl be placeri ir. the ptac dedication:
' ARNING: Spvkane Couraty has na respmnsi'bility ca buald, improve, maintain ❑r
f
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ti7 I' CD R' : ! l N F_ ~ o t1 A~I Y ]4
]Aa,lFS R SwEMER C7FF1CE aF PRo5ECUT'?ivG AY7JRh1EY CaunEy - City Publie ety Building
PRVSECLri7NG ATTORNEr 1300 W. on Avenue
Spok , WA 99260-0270
RC- { j EIVED N4 E M O R A N D [3 M [5056-3652 FA)C• 825-3409
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j AN 2 7 1995
SPOxANE CCOrv tr ENGir1EER
To: Ron Hormann, County Engineex
From: Michae7. Dempseyr Deput,y Prosecuting .Attarney
Date: January 26, 1995
Re: Rcatchford Drive, Shelley Lake Pxeliminaz-y Plat, pE-1750-94
r
Please be advised that at the request af the Board of County
CC3IlttT118s1.bT1eZ'9, the toZlawing senGence was atided t❑ Caunty
Rragineer' s condition 035 to the wxitten finda.ngs and deCision
adopted for the ahove propDSa1 crn January 24, 1995: R
"The apglicant shall implement and comply with any design
recomcnendatiQns by the County Engzneer fQr restricting a
ageeds an Rotchford Drive."
Ibring this requirement to your attet~tian naw because it might
ratherwise be missed by yaur staff as the -preliminary plat proceeds
toward f i,na3 approval.
cc Hoard of County Comrniesioners
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e..e... r .sme Ywnh•fF `V ' di!!., W • . • • . "
BOCC FINDINGS PE-1750-94 Page 10
erwise senrice the private roads canta.ined within arprovide service to the progerty
Ie cribed in tktis pIat. By a~epting this plat or subsequently by aIZowing a buiIding
mit to be issued an prv~rry vn a private road, Spc~kane County assumes ne~
igadon fvr said pri~+ate ze~ad, and the c~wners hereby acknowledge that the County
r~o obligation of any ;kind or naruz~e whats~ever to establish, ex~e, survey,
struct, alter, repair, impr~ive, nrtaintairi or provide ciz~ainage or snow rem+av~ on a
at~e road. This neqruirenacnt is and shall ~an wit3~ the l~d and sh~i be biaading e~pon
t~vvr~er(s), rheir heiz~s, successors or assigns, including the vbugatio~t ta participate
~
e e maintenance of the private mad as prc,vided here%n.,'
28. The prrapased subriivzsian sha1.I be imprcaved to the standards set forth in Spakane
~ounry F3oa.rd of Commzssianers Aesoiution No. 80-1592, as amended' VVh2CY1
resalutian estabI.ishes reguIations for rvads, approaches, drainage and fees in new
constnuceian. 29. -fbe County Engineer has examineti d-is deveIopment propvsal and has detemruned that
the aznpact of this propasat ugan the exisang county road systecn wanrants the
ded,ication crf adciztianal right-af-way and die roadway improvements herein specifie.ci,
30. Mie foZlawing statement shWI be pIaced in the final ptat dedicadora: "ne private road as
. shown herevn is an easeme.nt whicli provides ameans of ingzess and egress for ncose
]ots within the subdivision having fmntage theteon and not moze than 8 lots adjacent to
Shelley Lake to the easc„ not within this plat"
31. The Cvunty Arterial Road Plan identi~'ies South Yalley Arterial as a PrincipaP Arteria].
' The existir►g right-of-way width af 90 feet for South Va3ley Arterial is not cansistenc
with that speci~'ied in the PIan. Ln vrder ta isnplement the Arterial. Raad Plan, in
addition to the required zight-of-way dedication, a strzp of properiy 35 feet in width
a.lang the SvuQh ValIey Arterial txontage stxall be se.t aside in reserve. This ProFerty
may be acquired by Spokane County at the cime when arterial improvernents are made
za the South VaUey Arterial by payment c~f the fair market value crf said future
i acquisition area and i,grioring the arestricdons placed in said futwe acquisztian area by
theSe CC1t3ditiflri5,
~
' 32. The Cvunty ArteriaI Raad Plan identi~'~es 4th Avenue as a Collector Arteria2. The
existing right-of-way width af 50 feet is not consistent with that specified in the P3an.
~ In order ta implement zhe Arterial Road Plan, in Addidon to the required right-vf-way
' dedicarian, a strip of property 5 feet sn wzdth along the 4tki Avenue fmntage sh.ali be set
~ aside in reserve. This property may he acquireri by Spokane Cvunty at the time when
' arterial impraaements arc rriade tv 4th Avenaejtay payment of the fair mark€t value of
~ said future acquisitivn area and ignoring the restnctaons ptaceri in said £ut.ve acquisition -
area 6y these canditions,
yx5'l D4~~~
33. There may exist utilitaes, eathex underground or oVexhead, affecting the subject
proper[y, includir►g progezty to be ded.icated or set aside fvr future acquisition.
Spakane County assumes nQ financiaI obligation for adjustments or relocativn
regarding these utiIities. Applieant(s) should check with the applicabie utiliry purveyor
. and the Spokane Caunty Engzneer to deternzine whether applicant(s) or thc utiLiit}r is
} responsible for adjustment or reIocatian cvsts and to malke arrangements for any
~ necessary work.
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~ 34. The applica.nt has proposed a 3 fcaot berrn widi afence cvnstructed an the top o£ the
}berm along the perixreter of the PUD. Sight distance analysis (verrical and horizvntaI)
'shall be dvne at the public and pravate road intersectiQns as weIl as priuate mad and
pravate road intersections to ensure that safe sight distance is not comgtomzsed because
~ af this consmuction. Berms and fences may have to be adjusted tv comply with safe
; sight eiistannct requirements. .
~~5. The appIicant shaJ. t~ respc~nszblc fc~r the cannection of ~.ote~c~rd Drive to Rotchfvrd
T3rir~e currently termmin~.ting at the north property f~undary of Ratchfard Acre Tracts. ; Vertical and Hvrizontal sight distance baseci an design speed of that roadvvay shaP3 be
comp3ied vvith. To znake the connection, ceMffi construcdon xnay be re.quired within
the public right of way nf Rotchford Drive withirt Rotchfard Acre Taacts. The app3icant
' shati be respansible fQr any requixements retaring to the off-site constmctian of this
roadway. I'he appliGant shali implement and comply with any design recomrnendadons
. y the CQUnty Er~, in er f~~' restriclin S P.t~S Dn Ri~tC~1fOPC~ I~I'1VC.
~ S_ a
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• ~ ~
i. A~-ading and erosivn coi~i ptan shalI be subrrutted far review and appraval by the
Cvunty Engineer pricrr to any soil disrugcian vn the propvsed srte 1nd shau be made part af any phase of the final ptat.
B~'JCC FINDINGS PE-1750-94 Page 11
7. Cvnstructiori of CvnkZin Road per the rrequirements afarementioned shall be dane in the
Ist phase. This cvnstruction is required because of the existing condition of CvnkJin
Road and the poor ievels of servicc at the intersecdpn v£4th Avenue and SuUivan
Rvad. In conjunction with the Conklin Road improMemen[s, the rea]rgneci 4th Avenue
shall aIso be constructed. Any underground work fvr the placement of the fuxure signaI
at CorfkPin Rvad aald Sprague Avenue shall alser be dvne in this lst Phase.
38. Financial respansibility for signalizadvn at Cvnklin Road and Sprague Avenue shall be
the responsibilaty of the applicant. Constt-uction of the signal shaI.1 vccux when this
i.ntersection meets wan-ants for signalization basei on the Manual of Uniform Traf~'ic
Caratrol Uevice5.
39. The Comprehensive l and i7se P1an, rnaare speciticDy the Arterial Road Plan, an
element of the Advpted Comprehensive Irarad Use Plan, designates the South Valley
Arterial as a Cantra3led Access Priricipal Arterial. The pxesent plan draes not show aua
intersectian of this facilitz with Conklin Raad. Basei on tlus approved plan, ft
applicanC sha1l he responsible for the canstruction of 4th Aaenue from Conklin Raad
east to Steen Rvad tv Spokane County Road Standards. T'he applicant shall construct
or provide adequate surety for this improverrient priar to the final phase of Lhis
proposed plac, provided this conditivn s'hall be nu11 and vaid if the Arterial Road F'lan is
" changed to reflect an at grade cmssing of the Sauth VDey Artteaiak and Conklin Road.
Withvut this conditian ❑f approval5pokane Cvunty Engineering would recormnnend
denial of this plat, since a pre-existing plarn delineated na ac grade crossing of the 5auth
Valley Arterial with Conklin RQad and the applicani was aware of this canditivn prior to
this public hearing. Adequate roadway infxa-structure wauld not be aVaflatrle for this
plat withouc this pravision since the Level of Service for the intersectiQn of 4th Avenue
and Sullivan Raad as inade.quate fvr thas ppat at build ouL Off-site right of tivay for this
irrnproVerrient shall. te secured by Spakane Courtty and the applicant shall reimburse
Sgakane Cvunty far aprvportianate share of the cQSt of the nght of way.
40. I`he 4th AVenue Extensivn Road intersection with Conklin Rvad shaR he aligned sv as
to provide for the pvtencial alignmenc of 4th Avenue as a fQur w+ay intersecdvn.
Spalcarte County will nvt vacate the present 4th A.aenue right of way tv alivw for this
future cvnnectivn.
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SP[]I{ANE CO[1I4?'T'i' DTVISI4N QF UTILIT,T;CS ,
1. The dedicadon sha.il state:
' "The ov)ner(s) vr successvr(s) in interest agree ro authvrize the Cvunty tv place tlneir
name(s) on a petidvn fvr the forrnadvn of LTLi) by petitivn methvd pursuant to RG'V4'
35.94, which petitivn includes ttie owner(s)' property; and frarther nat tv vb*t by the
signing of a procest petition against the formatian of a ULTD by resolution method
pursuant to RCW Chapter 36.94 which includes the owner(s)' property. PROVIDED,
this condition shaT1 nat prahibit the vwner(s) vr suecessar(s) fmm objecting to any
assessment{s} an the property as a result of impraWetnents cal1ed for in canjunction
with the formation of a LJLID by either petitian or resolutiQn method under RCW
Chapter 36.94.'°
2. Any water service fvr this praject shall be proWided in accordance with the Coordinated
F+7Vater Syscem PLan for Spcakane County, as amended.
3. Applicant shall make connection to the public sewer system. Sewer cannectivn pernit
is requira
4. Plans and spec~'xcativras fvr public facilities are ta be reviewed and approVeti by the
Utilides Department. 5pokarte County pflan submittal re.qui.rements apply.
5. 5ecurity 5ha11 be depositeci with the Utilities Department far canstr3action of public
facihties. SPC7KAIV~ COUNTY HEALTH DYSTRICT
1, The final plat shall be designed as indicated on the preliminary ptat of recc►rd andfor any
attached sheets as nvted.
I3OCC FINAIN'GS PE-1750-94 Page 12
2. Appra;priate utiTity easernents shall be indicated vn copies af the preliminary plat of
record far distrihutian by the Planning Departmenx to the utility companies, SpoIcane
County engineer and the Spokane County Heafth District. Written apprnWal of the
easements by the utiliry+ companies rnust be rece'rved priar to the subrrruttal vf the final
plat.
3. Sewage dispasal metlhod shall be as authvrizeci by the Directvr of Utiliries, Spvkane
County. ,
4. Water service shaYl te caardinated thmugla the T3itec[or of Utilities, Spokane Cvunry.
5. Water seavice shalT be by an eacisting public water supply when appraved by the
Regional engineer (5pcalcane), State Departrnent vf Health.
6. Priar to ~'iling che fina3 plat, the spvnsar shall demonstrate to the satisfactiart vf the
Spvkane Caunty Health District that an adequste and pvtab1e water supgly is available
to each tracc of the piat.
7. Pr,-ivr to filing the finai plat, the sponsor shall present evidence that the pIat lies withan
the recorded servace area af the water system proposei to serve the p1at,
A plan for water facilities adequate far domestic use, darnesfic 'tt`rigadan use and fire
protection use sha4fl be appsaWed by the water gurveyor. Said w+ater plan must ha~e
been approved by che fice prcstection district and the appmpriate health aurharities. The
health autharities, wacer suppiier (purveyar) and the fire prvtectivn distxact wi1F cerdfy,
prior to the filing af the ~'inal plat, an the face of said water plan that die plan is in
evnformance with their requirements and will adequately satisfy their respective needs.
Saud water plan and ce3rtificatian rvill be drafted an a transparency suitable far
reproductian. '
9, The purveyar will also certify prior to ~'iling the final piat vn acopy of sairi water pIan
that appropriate cantractual arrangements have been made with the plat sponsQr far
cansn~aaction vf the water systerra, in accordance witla tkie approved plan and titne
schedule. The time scheduIe will pmvide, iry any case, fvr cvmpletian of the water
system and inspecz.ian by the appropriate taealth authorities privr tc, application for
building permits wathzn the plat. The contractual anrangernents will inctrade ar pravisivn
hvlding 5pokane Cvunty, Spvkane Caunty Health District and the purveyvr harnzless
£rvm cIaims by any tract purchaser refused a buiTding pearmit due to failure of the plat
sponsor to sarisfaGtorily cvmplete the apprvveti water system.
10. A public sewer system wiH be made available far the plat/prvject, and individual service
will be provided to each lvdtract prior to sale. Use of individu~.l.l on-site stwage
disposal systems shall not he authorized.
11. 'tement shaL[ be placed in the dedication to the effect that: "A, gublic sewer system
be rzade adadlable for the [glat/projeGt], and individual service will be pravaded to
h lotltract privr to sale. Use of individual on-site sewage disgosal systems shall not
authvrized."
12. Aedicatory language on t.he plat sha11 state: "L3se vf private welis and water
s rns for the supply and,1or distYibution vf pvta6le damestic vvater is prohi6ited."
13. The plat dedication sha11 cvntain a statement to the effect that: "The public water
system, pursuanc to the Water Plan approved by caunty and state healt.h authorides, the
locai fire pratecdan district, Cvunty Building and SaEery Department and water
gurveyvr, shalk be installed within this plat, and the applicant shalI provide for
individual domestic water service as weI1 as fire pratectivn to each tract privr to sate aF
each tract and prior to issuance of a bu`rlding pez`mit for each tract."
SPQKANL, COLINTY DIVXSI[]iV' QF B'C.JILIJINGS
1. The apphcant shall contact ihe Divisian af Buildings at the earliest gassible stage in order to
be informed o1f Coie requirements adrninistemilenforccd as authvrrized by the Stare
BuUding Code Act. Designldevclopment cancems include: Fire apparatus access mads,
fire hydranVflvw, apprt3ved water systems, building accessibility, Col15trLIGfi[7I7 Xype,
occugancy classificatian, exiting, exteriar wa3l pmtectivn, arrd energy code regulataons.
D(3CC FINIDINGS PE-175a-94 Page 13
SPOKANE COUNTY AIR pC}LLUTI[]N CONTROL AUTHflRIT"Y
1. A1l air pollutivn regulations must be met, `1'his includes but is not 1irnited to the
fouowing:
2. Air pollutivn repulad ons require that dust emissions during demoiitian, construction
and excavation prvjecCS be cont'vI1ed. This may require use of water sprays, tazps,
sprinkklers ar suspaensian of actirrity dtaring certain weather cvnditions. Hau1 roads
shauld be txeate,d, and emissians f"ram the transfer of earthen material must be
contrvlled, as weli as emussians from a11 vther canstruction-related activities,
3. Measures must be takken to avvid the deposition of dirt and mud from unpavecl surfaces
. vntv paaed surfaces. If trackiaig vr spiUs occur on paved surfaces, measures must be
tLLkera imczzediately cv clear,n these su.Fffaces.
4. SCAPCA srrvngly recvmmends that ali traveled sur£aces (ingress, egress, parki.ng
areas, access rvads) he paved and kept c1ean to minimize dust emissions.
5. Solid fuel heating device(s) sha11 meet pravis'rans of SCAFCA Regulativn 1, Article
VrII.
6. Debris gerterated as a zesult of thas pzoject must tx dispased hy a zneans odaer [han burning.
SP()KANE YALL.EY FiRE DEPARTMEN'T
I . The fue Department will require that access tv the southem por[ivn of die plat be available
off of RotchfQrd Dtive and 14th Avenue.
2. A water plan shvwing hydrarat locations will be requi.red.
IIY T~ ORDBR C~~ ~ BOARb
Bf3ARD OI~ G4 I~ C~~11~ITSSIC]IVERS
~
( . E. Chilberg
6~
(did not participate)
~
Phillip I7.
St v Hassan
Vate of the Board of Spvkane Countp Comnn.issioners as fallaws:
Commissioner Mucrarney - p►ye to apprvwe the prvpvsal (tezminated office before writteri
findings and decision presented fvr appraval)
CQinmissionerr Hassan - Aye to appraVe the praposal
Commissicrner Chilberg - Aye to approve the pmposal
BOCC FINDINGS PE-1750-94 Page 14
DC)NAHUE,
ATTEST: W~L X Lard
Glerie Ay~:
lkt e arita~ue, nepUiy C:lerk
OFFICIAL ~ ~ Z' C[~
AI!L!E,AL
NOT'E: Pur5uant Cv WAC 197-11-6$0 (5), nvtice is hereby given by the goard of
County Camnissiarrers in canjunetion virith ihe Board's activns in the abawe rnatter that:
(1) pi.1T511c7i1t CCl SeC[3Qri 14.402.180 of the 5pakane Caunty Zaning
Code and R,GW 58.17.180, the time lirrmut for commencing arr
appeal of thc Baard's approvals an abave matter is thirty (30)
caiendar days from the Bvarrd's executimn of the above Findings
of Fact atad Decision.
(2) The time frame for appealing any SEPA issves wiith
respect tv t'he abave activns taken by the Bvard of G4unty
Cvmmissianers is thirty (3(}) calendar days frvm the Board's
executivn of the abaVe Findings of Fact and Uecisivn, in
accordance with the proVisions of WAC 197-11-680 (4) and
sectiQn 11.10.155 of the Spokane Cvunty CQde. A notice of
incent to raise SEPA issues by judicial appeal as require,d and
must be filed with WalIis D. Hubbard, Director of Planning,
West 1026 Brvadway, Spokane, WA, 99250, wi[hin thirty (30)
calendar days frnm tne Soard`s execu[ivn o#` the abvVe Findings
of Fact and Decision.
(3) 'I'he appeal of eBther the abvve actions taken by the Board or any
SEPA issues must be ~'iled in Spakane County Superivar Court or
a court of campetent juristlictivn as prvvided by Iaw.
~
,
f _~v ME ll) 19 :38 ~ L A N D MARfi-`RU1~L D E RS P. CIE
r~~~D PIF441PY~ ~~G P_E]?
~ ~
_c) ~C w +l P` ~ , < . ~ . Cl C,? [ 3 hl
r~ ~ rN,,, ~~[r~
CJ~u•,+.i;7v rur, rIPe:il•ti, nnYl ~~61n La:Vt.~
i .[.1 i ia Vi1'RqrI:FIf~ lµ ~ ~
sv,:Cym r r C., A'r tki.,~~ G~. i.• r '
. F , i7lzrtiar
A~Rr-,E4-,McNT °rO PAY r12114',s ~ . ,
ENG1~ER 'S.AG~t~EM ~:NT ]~UR9DC~t PE-i75o-94 -'1~.,~0 ~'~--y
d . . Z This agTeernent bei►yeen $pakine Cozinlp assd
- w~,~ae;~,i~i~tr.csr ir~ ~he ~raject ~t a~resnr , ~
is encaied lncra ch;s 17tta day oC _„~,,,r ~tarch 19 -U-.Tnis 3greerr3cna Is ,ppl IC121b1e talnC praj~C~l'"
` ~Qw'n -a1. 5heiiev Ls~kc 2r,d A~iditinn ~ • • ' ' ' •
Y-117[- rtaz, individual , ,
rn`rttr foliawin~, ~ and p...ties narrtd Eicrein as h7aing an inteccsL in 13re ;ttt+Ne elcsctibrd P roperLy os prajw'~gree
~ • e ' .
i" Raimbursc Spokano., Cntrniy Ivr prajcct review and in3ptccian fecs ax spccifsul in Claapter 9. [4 ,o6~1,
, ihc 5pokanr CourLiy Codc i"Jie Fecs wi]l bt based on rcuual sala:y coaES incurrerl by 5pvlcanc_ ''r!„ -
'Coidn(y for projet[ r[viCwS ant[ 1 pr irupe[;iflnS plUS a ltr~ pcree~it odiralnislraCive char~e, arid will
bc bihlCd monshly, as iccrAt►y bAliuag am4unLq due. inc1udi3ig a-iy expwrlses incstCred
' C[11IGCli[a1~ GF 1~l 4~YtidUE ~CC4V~11, must t~e, pa;G' priar rv thc'CaL1►l4V5 SG[Cpl°S1tC C of : l 3 s pcoj e c( 7
,
••`,'Filivg , df a project is spprsyved andlnr ficd w{+lti a hal'nricc slif{ asv;+i~~ 44ic 4:11pa ic] ba1anCe sttati b t
, ~ . paict wilhin 30' dayg caC !hc invnicw d-alC
, , • ; - - . , n .
'The UndL~rSign°e, agrrCS lh3c dhc.r•e fet3 kr* due a rtcl Reyablc upnaa rcct!pt Lr tl,c billinfi as sPecite°d,
' ~ _ T 3I10Vc, '
• .
3- Ariy invorCes r14it reairJ u•if3rin ;4ti eiay'S oF Ihc ir3vQiCe cdute wslt he Caitsul2ro[I alfilirrqa+Cia, [t h11y
. r•° nurstanding balancc an [ltc aCtotar1t far R4iis projecc is nat p9id Willlin 30 d;iys ux i5re invnice t1ate, ~ .
,.,nn fYlflhGG tCYiE'Vi5• r7E 4hG p[i1jCCi lIGGu[fiCC11s vrlll-hc Li~nduCtrd tiatjl tht tntire scrounl balince 15 -
~'-paid. Any balauCe vn rhe scCVUr+t [Or II115 prgjeCt-nGt paid withln GS ddyS 47C GhC iilroiCC OatC may resulL-~ in fcgE attion 4r L17e iCliEiziiipn nf ot3ocr coliect:mn pracadurrs. izycludiag rGfercYl ia a
r.qlleclian agencr The 5pnnxnr •vi11 hr,' lobEe far .1ry nnd q}C cAprrues iAeLirreu' by'[fie Counly Xor ~
_ ffie~CQl1eL'IiQT1 pf RVCrduC BCcUUfIIS. ' T
The monilsly la,lfiny 511lit+IU k+6 st111 {c, slle atcersiiart nC;
• - • • ' C~ LL~ ~R r~,L„ . -c..r I , _ -
• - NAl14E• s attn; _ rtabr: r~r• A~~ -r'Mgp.,~Ji~....~ ~
• J4C1I)RrSS' 8225 Rarch Divisioo StreL-c
- - CIT°.', STATE: Spgk.suq, Vi6hlL7RCVCt
• ZYP r-OdE'
. - ' PHONEN: (509)467-2123 •
s undcrstand thal failure to oay ihe,se fees map resul: in dclep in cosnpletion nr 3pprt)vaI 0( ilac Prpae:.r Or wllier
t r
si o
~ pnr~ 'sa'n~cions
r v ~ ~^:t~' •y ~ ~ _ •;E °A~m'~' E'G i.r s1arS TCr :sgreq;rnartr is conxpitiec7 hy ci)1riznrie atlres t1q i3 rlic Sner,snr ri,a„ rhe 'c ovmer oa ~1
~;i;-r~,.`~• • - fi:
,.pririe!Pai in shr, firrn sponynriq !hc projeetl, such ai IIaC Engi+tcar drsigning 01d pItjaeGl. t]aau
v.ri[lr.i1 :~t~tlie~tixS.ipp trc~n: tfac Sy:ansar specilltally 3UA 1DFi7111 l1eG a~gestt tro ~:xr.cmte xrris Fe[!
hgrMernrni id 1[iiCfsrd tp rlmis ' Sr etn~:n~ • ,
, - ~
, sicNATURE fjy.
-
(nRINT NAMIE)
MLIAN:~LF'.L~ow Car'~ ~rD srn~~~;r~~,m~r~r_rr~r:~u~
killfvEr%crc~.Ua 1r~~74 ~ - , -
10:6 W I]a-agdway Ave Spokanc Wi1 79260-0110 '(5q91 456-1600 _ F,t`i; (501) :124-3478 TD1), lSM 324•7 i66
' 7LZAL r , w,71
ti
The I)rainage Easement granted ta S'pokane County and its authorized agents is for the sole
purpases of allowing natural drainage andlor runoff aver and acrass lhe above described lands.
The Grantor(s) hereby agree nQt ta obstruct, ariificially collect or discharge the flow acrass or
adjacent to the above described Iands. The Crantar(s) agree that Spakane Couniy accepts no
respnnsibility for unaintaining said ~Easement. The Grantcrr(s) aceept Complete and totat
responsibility far the cvnstruction and perpetual maintenance of the facilities located within said
Easement per p}ans on file in the office of the Spakane Cnunty Division of Engineering.
The Grantor(s) hereby releases SpQkane County, and all its afficers, employees, and agents fram
any res,pansibility vr liability far any damage whatsaever including inverse cvndemnatian by or
to any and all persons ar prvperty arising out of or in any way incident to ar attributable ta the
storm drainage within said Easement.
The Easement described hereinabove is ta and sha11 run with tiie land. No modification of the
baundaries afsaid Easement Gan be made witliout the prior appraval ofSpnkane Coiinty.
~
t 4368150
~ ~5~i4r1M o43:25p
INtAHD PAGTFtC FAS S9.00 Saokane Ga. WA
~
~ ~ 4368150
~~14f1999 o03;25P
Tui kNn varurr. FAR O.M Snakane Co. WA
IAT VVITNESS WHEhEOF, we fiave hereuntn set our hand(s) and seal(s) this
_fj"Iday of -/R& fy y 1999 .
1
By: By;
~
STATE C3F WASHINGTCIN )
CQUNTY OF SPC]KANE ) ss
I cettify that T kraaw or have satisfactory evidence that ~Le~
is fhe individual whv appeared before me, representing Central Schaml [)ist. and said 'andividual
acknowledged that (helshelthey) signed this instn.imen#, and acknowledged it to be (hislherltheir)
free and voluntary act, far the uses and purposes mentioned in the instnament.
Dated this ~q~)ay of y1~11 ~i .1999.
r
~
!
N ' y 1 MC
. ~
j N@iingtan,
In a-md tq
resi~g ~oka M!A"
s
My a
nwformsldrainage easement farm IIbc
43+68149
~ Pa e; 1 of 3
[5~14119% 43;24P
INI ANR PACiFTC FHG EAS W.00 5aokane Ca. 1YA
. a ~q' t ' ' Z,` ' i , • , i ~~L~.~ ` . ,,r
After Recflrding lteturn To: Spakane Caunty Engineer
Attn., Right of Way Departtnent
• i • ~3
a• , •
• .
! : e t.
, i: , • , ,
DacumentTrtfe: Easement
Grantar(s): iCentral Valley School 1Jist. And Naomi Cattaerine 5cotberg An[i Grant Charles Rice And C. and G.
Partriershig
Grantee: Govemment, Cvunty of Spvkane
Legal Description: Sectian 24 Tawnship 25 Range 44 R.,W.M.
Additignal Legal Descriptinn' See Page 1
Assessvr's Tax Parcel Number•45245.9I45 and 45245 9145
Reference Number: 4936
Log Fn L?ate: 0511211999 _ Requestsd by: Ed Parry Prepated by: ARS
Furpose: P 1750B RF No(s) : 1252 Road Name(s): Rotchfnrd Drive
. ~ .
SPOKANE CaUNTY DTVISION []F ENGINEERINC'a
Spakane Gaunty, Washingtvn
"I'E1VIF(3RARY T rURNARDUND AND DRAINAGE EASEMENT
T1V THE MATTER OF Rvtchford DriVe, RQAD FILE NQ. 1252, KNC]W ALL MEN BY
THESE PRESENTS, that the Grantnr(s), Cenkral Valley SctioQl District, and Naomi Catlzerins ,
Scotberg and Grant Charles Rice and C. and G. Parinership, fvr and in consideration of Muttaal
Benefts, the receipts of vvhicli is hereby acknowledged, grants tv Spvkane Cnunty, a pviitical
subdiv°isian of the 5tate of Washington, an Easement over, upon, arad across the temporary
turnaround and drainage area, legaZly described as follows:
AFFECTS PORTIONS DF ASSESSDRS PARCEL NC3S. 45245.9146 and,
45245.'9I4S
That portian of the 1Nest Half of 5ection 24, T.25 N., R44 E,, W M. in the County of Spolcane,
State of Washington, descrFbed as follvws: r',1,
Commencing at ihe Sauthwest corner of Lat 13, BIvck 3 of SIiELLEY GAKE (A I'lanned Unit
I7evelopment) accarding tv xhe plat thereaf reccarded in I3ovk 24 of Plats, pages 59 through 5], ,
thence N.G1°S3'40"W. along ttae Sautherly baundary of said pfat, a distance of 60.00 feet tv the
beginning ❑f a non-tangent curve, cQncave to the East, liaving a radius of 380.00 feet and from
wliich pvint a radial liiie bears 5.62°28' 11 "E ; thence Sautllerfy aaong said curve through a central
angte of 95°20'09", an arc distance of 632.29 feet Eo the beginning of a reverse curve concave ta
the 5outhwest a.nd having a radius of 550 C][] feet, thence Soutlieasterly along said curve tnroug}t a
central angle of 27°24'52° an are distance of 263.15 feet t❑ the TRCTE POINT OF BEGTNNING,
tfience continuing along said eurve tlirough a central angle of 0 7° 15'0 5 an arc distance of 69 61
feet; thence N.56°5t'37" E., a distance af f0 00 feel, xf3erxce S29°12'49"E., a distance of 83 53
feetr thence h1 75°00'26"E., a distance of61 74 feet, k}lEI]Ce S 17°09'44'"E , a discance of 109 83
feet; thence S 72°5 O' 15" W., a. distance of 119 03 feet, thence N 19°5 T03"VV., a distance af
162.42 feet; ttience S 57°45'25"W., a distance oF47 Gl feet; thence N.36°34'06"Vwl , a distance of
82 01 feet, thence N.S 1°2615"E., a distance of 42.96 feet ta the True Po int of B eginning
~.'':,}~:;i'_~•~li:uY ~fr~{~ _ ~ ~ ,s ~ ~
` 4368149
Pae; 2of3
U5~i411999 43:24P
ikfl bldp P6f IFiY" FNf: Fde_ Rif1 M Rnr+k;tna f.n A
~j -
The easement granted to Spakane County and its auEhorized agents is for the putpvse af
praviding an area for emergency ar other vehicles to safely navigate on or turn around and
allvwing natUral drainage andlor runaff aver and across the abvve described lands. T'he
Grantor(s) hereby agree not to• vbstruct, artificially collect Qr discharge the flovv across Qr
adjacent to the ahav'e described lanr3s. The Grantor(s) agree that Spokane Caunty accepts no
responsibilyty Far maintaining this Easement. The easement grants to Spokane Caunty and its
authvrized agents the right of ingress amd egress to, over, and from said Easement for ihe putpose
af inspeetion and ennergency maintenance vf drainage facilities.
The Grantor(s) herehy accepts complete and totaI respvnsibility for the constructian and
perpefual rnaintenance for the facilities located wi#hin this drainage easement per plans crn file in
the office af the Spvkane County Engineer.
This easement will terminate af such; time the deseribed areas are platted. A# that #ime, the
property subject to the easem€nt described herein shall revert to [;rantar(s) free an[i clear of any
, clairrt by Spnkane County and its assigns to fhe casatinued right to use property subject to the
easement.
The Grantor(s) hereby releases Spakane County, and all of its officers, employees and agents
from any respansibility vr liability for any damage whatsnever including inverse condemnatian
by or to any and alY persvns or property arising +out af or in any way incidenf to or attrihutable to
the storm drainage within the easement.
This easement described hereinabove is to and sha11 run vuith the land. Na modificatian of'the
baundaries of said easement can ioe made wi#hvut prlor approval vf 5pvkane CQunty.
. TN WITNESS VV'HEREOF, the undersigned has caused this instrument to be executed on this
~ day vf 1999.
t
CENTP-AL VAX..LEY SCHO~OL TaISTRICT
~
By:
~i
STNTE i]F WASHINGTOhT } CUCTNTY OF SFOKANE } ss
I certify ihat T krsow or have satisfactvry evidence that _
;
is the individual whv appeared befare me, and said indivadual acknowledged that (helshe) signed
this instrument, an oath stated that he0she was autharized to execute the instrurnent and
acknovvledged it as the ,
of Cen#ral Valley Schani L7istrict #a be the free and Voluntary act of such party far the uses and
putpvses mentivned in the instrurnent.~
1]ated this . MA~day of , 1999.
w ~ t{111T1~~~P •
" • ,~sto
~
-4r
` N[7T$R
In and~~f~: t ~mf gtan,
' residi4 eq,o~.
My aprdrp~~ ~~2-)J2X
~irrnm1► ! ~
. ~
• ~ .
4368149
~~~~~1~~ 24P
INLAHD P,4CIFdC ENG EA5 SiU Soakane CA, WA
IN WI SS WHEREC3F, vve have hereuntv set our hatzd(s) and seal(s) this day of
1999.
~y
gy: ' By: c- ~
Naomi Cathenne Sc4tberg Cirant +Charles Rice
STA'~E OF WASHfNGT[)N )
GOUNTY QF SPQKANIE ) ss
I cerfiify that I knaw or have satisfacfory euidence that Naami Catherine Seotberg and Granfi
Charles Rice are the individuals who appear€d be#'ore me, and said individuals acknawIedged
that they signed this instrurnerat, and acknawledged it as their free and Voiuntary act, for fhe uses
and purpases mentivned in the instrument.
YVday aF / r! , 1999.
Dated this /
~
~ ,,~~1/1111LIl1lIIfII~11i11111/ 9,
%
-`~~iCO~ ti1(~NOTARY FLrBLTC
~ In and far the State of Washingtan, .
residing at Spvkane.
~Z'~~~oe►~~.-
- MY a~aPaintrr~ent expires .
'~1~1I1 f l I{ k i t 1N11~
IN VVI`PNESS VVHEREClF, the undersigned has caused this instrumenE to be executed on this
60V day of /,Vo7 . 1999.
C & G PARTNERSHIP
~ J~iGP
By:')IQDMw ~ W14ni By: '44'~
STA'TE []F WASHINGTON ) ,
COC7NTY C)F SPOKANE ) ss
I certafy that I know or have satisfactary evidence that ~ ,
are the indivihal(s) vvhv appeared befvre rne, and said individual(s) acknowledged that
(helshelthey) signed this instrurnent, on oath stated that { elshelthey} was authorized to execute
the instnnment and acknowledgeti it as the -~P
vf C&'u Partnership, to be the free and volun#ary act of such pa.fty for the uses and purposes
mentioned in the instrument.
Dated this day of A~ .1999.
t
04T
NOT~~ ~~ALIC
a ~A)? y r
Y In and for the State of Washingtvn,
: z~
P U B residimg at Spokane.
'~l~ 4
My appcaitztment expires:
rwlAldeniRotchfard Dr tevnp turnaround & drain easernentlbc
4368151
Pa e: 1 of 3
~ 05~1411999 03:26P
iNIAND PdfiFiC FaS 310.(Xl Snnkane fe. WA
After Recording Return To: Spokane County Engineer
Attn.: Right of Way Department
Document Title: Sewer Easement
Grantors: Naomi Cahterine Scotberg, Grant Charles Rice, and C& G Partnership
Grantee(s): Government, County of Spokane
Legal Description: Section 24, Township 25 North, Range 44 East, W.M., Spokane County, Washington
Additional Legal Description: See Page 1
Assessor's Tax Parcel Number: 45245.9145
Reference Number: 4956 - P1750b .
SPOKANE COUNTY DIVISION OF ENGINEERING
Spokane County, Washington
TEMPORARY SEWER EASEMENT
IN THE MATTER OF 9T" LANE AND SHELLEY LAKE LANE, ROAD FILE NO. 1252,
KNOW ALL MEN BY THESE PRESENTS, that the Grantors, Naomi Catherine Scotberg,
Grant Charles Rice, and C& G. Partnership, of the County of Spokane, State of Washington, for
and in consideration of Mutual Benefits, the receipt of which is hereby acknowledged, convey
and warrant to Spokane County, a political subdivision of the State of Washington, its successors
and assigns, a Sewer Easement over, under, upon, and across the hereinafter described lands
situated in the County of Spokane, State of Washington:
AFFECTS ASSESSORS PARCEL NO. 45245.9145
That portion of the West Half of Section 24, T.25 N., R44 E., W.M. in the County of Spokane,
State of Washington, described as follows:
Commencing at the Southwest corner of Lot 13, Block 3 of SHELLEY LAKE (A Planned Unit
Development) according to the plat thereof recorded in Book 24 of Plats, pages 59 through 61;
thence Easterly along the Southerly boundary of said plat the following two (2) courses; (1)
S.61 °53'00"E., a distance of 259.98 feet to the Southeast corner of Lot 15, Block 2 of said plat;
(2) N.75057'43"E. along the Southerly line of Tract "A" of said plat, a distance of 67.13 feet to its
intersection with the Ordinary High Water Line, elevation 2009.1 (NGVD) of Shelley Lake as
established by Mr. Doug Pineo, Washington State Department of Ecology on March 26, 1993; •
thence easterly along said Ordinary High Water Line the following six (6) courses:
1. 5.5000731"E., 45.28 feet;
2. 5.6502457"E., 45.60 feet; P'' E~~~'~ ~~jx Gxe1,144 , 3. S.75002'10"E., 77.56 feet; Date 9It?
4. S.88051'36"E., 77.02 feet;
5. N.83059'38"E., 94.68 feet; -
6. N.75043'36"E., 18.89 feet; J
Thence S.00046'03"W., a distance of 201.49 feet; thence N.89°13'57"W., a distance of 3.45 feet;
thence 5.00°46'03 "W., a distance of 210.00 feet to the TRLTE POINT OF BEGINNING; thence
continuing S.00046'03"W., a distance of 30.00 feet; thence S.89°13'57"E., a distance of 35.00
feet; thence N. 00°46'03"E., a distance of 30.00 feet; thence N.89013'57"W., a distance of 35.00
feet to the True Point of Beginning. .
l '
, ~
I
4368151
Pae; 2of3
05~1411999 03;26P
AND ALSO: rNiaun ver.iFrr. FAC 410 f1f1 Cnnkane f,n. WA
That portion of the West Half of Section 24, T.25 N., R44 E., W M. in the County of Spokane,
State of Washington, described as follows:
Commencing at the Southwest corner of Lot 13, Block 3 of SHELLEY LAKE (A Planned Unit
Development) according to the plat thereof recorded in Book 24 of Plats, pages 59 through 61;
thence Easterly along the Southerly bo~ndary of said plat the following two (2) courses; (1)
5.61053'00"E., a distance of 259.98 feet to the Southeast corner of Lot 15, Block 2 of said plat;
(2) N.75057'43"E. along the Southerly I'ine of Tract "A" of said plat, a distance of 67.13 feet to its
intersection with the Ordinary High Water Line, elevation 2009.1 (NGVD) of Shelley Lake as
` established by Mr. Doug Pineo, Washin'gton State Department of Ecology on March 26, 1993;
thence easterly along said Ordinary High Water Line the following six (6) courses:
1. 5.5000731"E., 45.28 feet; .
2. 5.65024'57"E., 45.60 feet;
3. S.75002'10"E., 77 56 feet;
4. S.88051'36"E., 77.02 feet; .
5. N.83059'38"E., 94.68 feet;
6. N.75043'36"E., 18.89 feet;
Thence S.00046'03"W., a distance of 201.49 feet to the TRLJE POINT OF BEGINNING; thence
N.89°13'57"W., a distance of 3.45 feet; thence S.00046'03"W., a distance of 30.00 feet; thence
S.89°13'57"E., a distance of 95.00 feet; thence N.00046'03"E , a distance of 30 00 feet; thence
N:89°13'57"W., a distance of 91.55 feet to the True Point of Beginning.
All located in the West Half (W '/z) of Section 24, Township 25 North, Range 44
East, W.M., Spokane County, Washington.
The perpetual Sewer Easement granted to Spokane County, its successors and assigns is for the
sole purpose of constructing, installing, operating, maintaining, repairing, altering, replacing,
removing, and all other uses or purposes which are or may be related to sewer line(s). It is
expressly understood and agreed that Spokane County or its successors and assigns shall have the
right of ingress and egress from tlie property described hereinabove for the purpose of
constructing, altering, operating, maintaining, repairing, replacing, removing, or any other uses
or purposes which aze or may be relateel to the sewer line(s).
Spokane County, its successors and assigns, at all times hereinafter, at their own cost and
expense, may remove all crops, brush, grass or trees that may interfere with the constructing,
installing, operating, maintaining, repairing, altering, replacing, removing and all other uses or
purposes which are or may be related to a sewer system.
The Grantor(s) reserves the right to use and enjoy that property which is the subject of this
easement for purposes which will not interfere with the County's full enjoyment of the rights
hereby granted. Provided, the Grantor(s) shall not erect or construct any building or other
structure or drill on the easement or diminish or substantially add to the ground cover over the ,
easement.
Spokane County's responsibility for maintenance shall be confined solely to that easement area
described hereinabove.
The Sewer Easement described hereinabove is to and shall run with the land. No modification of
the boundaries of said Easement can be made without the prior approval of Spokane County.
2
~ .
` ~ ,
4368151
051411999 603 2fiP
TNI dND RACl FiC FV Ii(! flil SnnkAnp fin WA
IN WTTNESS WHEREOF, we haVe hereunto set our hands and seats this /YIV day of
, 1999.
By: 63 ~ $y: c • 4<~
NaQmi Cattterine Scvtberg Grant Charles Rice
STATE O;F WASHINCTaN ) .
CQL]NT1' (7F SF'OKANE ) ss
I certify that Iknaw or have satbsfactcra-y evidence #hat Navmi Catherine 5cotberg and Grant
Charles Rice are the individuals who appeared before me, and said individuals ac9cnvwledged
that they signed this instrument, and acknawledged it to be their free and votuntary ack, for the
uses and purposes menrianed in the instn.iment.
I)ated this 17 day of Ma,-f . 1999.
tiX,
'O
' .0%•~' ~ NC)TARY PUBL?6
*4TAF?y Ir~ and for t~~e State of VVashin tvn
• ~ ~ residir~g at Spo,kane. l~ ,
• pllQL.1c
.9~~ ~a, ;My app+~imt~nent expires
Q .
~[►riii
I,rT WI1`NESS WHERJPF, xhe undersigned hasihave caused this instrument tQ be executed Qn
this day of 1999.
C & G PAR.T'NERSHIF
By: j2a&rn;, ~y: ~ .~-c • ~
ST'AT'E C]FWASHINGTON )
G+QUN7'Y C3F SPOKANE ~ ss
I cerfify that I knaw or have satisfactory evidence that
islare the idual{s} who appeared before rne, and satd individual(s) acknowledged that
(helsheJthey) 51gI1eCi 1.Yl15 instrument, on oadh stated that (helshelthey) WaSIWeTG aUtllf?CTZeCI tC]
exccute the instrument and acicnawledged it as the
of C & G Partnership, to be the free and voluntary act of such party for the uses and purposes
mentioned in the instrurnent.
Dated this 3/& day af .1999.
~
_ ~~,,,6'~.. Nr Ma0f'~~~
0
= Q.' ~ NOTA,RY PUALTC
'pT, ~ ~
; Z E In and for the State of 1Nasliin$ton,
~ residing at Spokane.
~
~~•'~.:~9~~y ~s*~ My appoinfiment expires: -=?IZ 8/ZOdZ- .
r
wlAllenlSheiley Lkk,~f~~~~,r~ Temp Sewer Easement IPEG verbiagelhk
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itnnci 1Viciths
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R
Spokane Couzity Enginecr"s
I026 W l3roadway
Spokane WA 99260-0170
509}456-3640
DCiClIq7eF1L T1tIQ DECLARATIOIY +C]F CC?YEIti[ANT
ReFereiiee Nunihers
Lega2 I]escription
Parccl Niimlaer
Gra«tors aizd GrAZitees
ln consideration of the approval by 5pokane County of
(hereinafter referred to as the "Uevelopment°), the un[fersigned cQvenants and agrees that,
1. The subdirricierlsgansor wil[ cnnstruct the priWate roacts and associated drainage faCilities in canformance with
the approved plans ❑n tile in the County Engineer's office.
2. A Iot is served by aprivate raad when: a, the oniy rvad frontage fvr the 8ot in 11ie UeveFvpment is on the
privace road, or; b. a lot having frvntage on mare tlian one raad (public or private) constructs an approach to
tlie private roacd
3. The ~ •
I-Ioitte O}vners Associatiaii or tlleir successars in interest shall maintain the privatc roads and associaced
drainage facilcties in conformance widi the approved p]ans on Cle m the Cvunty lingineer's (]fFice.
4. The owner(s) of any lot created by the Developsnent Qr aFternation iherevf and served 6y a priVate raad shail
be responsibfe for maintenance of sasd private road, including associatcd drainage facslit'ses
5. Maintenance financing of the private raads and a,ssociated drainage Facilities sha11 be in a rtaaruier determaned
by [lie •
Hnine awners Assaciatifln or their successurs in interest.
6. Should the
Hnme Owners Assaciation be terminated tar any reasQn, the sucGessors in intcrest shall be the individual Iat
Qwners, ar tltetr sucEessors in interest, wha are members af the
Name d►vners Associatirsri at tie tiane af said terminat'son.
7. Zn the evcnt such priVate road incluciing associated drainage facilities is irnproved to Sp9kane Caunty stantlarcJs
far public screets, and the Gaunty is willing [o accegt the dedication csf such road and-dr-ainagc faci3ities, each
lot owner shall execute any documents necessary to accampl'ssh such dedication.
8. Owners af lots within the Development wliv are served hy such road, may sue and recover damages and
attorneys' fees frvm any owner af any ]ot within tlie i]eaeloptnent which is sierailariy served wliv refuses to
par[icipate in [he road and drainagc facilities construction, iinancing, and main[enance.
9. WAIiNING: 5pakane Caunty lras no resporr.sib►!iry to build, iirtprove, or ►riaiiilaiii ar otlrenvdse service f1re
private roads, arid assaciaFed drainage facr[ities cottlaiited wifJtrat or prvvid[rtg service ta the property
tlescri6ed rn llze Developinertt, fSy aceeptii:g tltts devetopmejtt or sirFisequenl[y by atlaiUiitg ra biritdirag permat 10
be issued for prQperty oiz a privaee raad, Spakcrtre Courrry assuiries rio Qbfigatiot: for said pnuate roaci ayrd ilae
otvjaers ]tereby rrckFtcawledge tlrat the Cou►:!y has rro obligatioii of Qity kdrrd of nnture tivliutsaever 1o e.rlablasii,
exainirie, survey, eaiutruct, rrfter ,repair, improve, iriainlaiii, provide draiyiage or sirow rentaual an a pj•ivrrre
road or irs ' [IS50CdRPed CIYRIftL2gQ;UCiltlieS
i
10. Wlienever [tic
I-lflme Owtier-s Associatiatz or tlieir succe.ssnrs iu intcres[ fail ro maintain ttic drainage d'acilities in
canfaranance witai tFie approved drainage plan, a notice wi]i be given [o tlie
iIoraie O►vncrs Associatiori or tlicir siiccessors iii ititerest by tlle County. Tf ciat carrected after IO days, itic
Coiinty lias []ie rigFit to correct tiie mazntenance failure or have it carrected ryt the expense vf the
Ifnrne Owners Associatlon, ciicir succes5csrs it► interesk, or lots in tPyc cievelopment.
11. Spokane Csaunty d4es nas accept the responsiU'sliry of maintaining cl~e drainage course on privace lQCs wittitn
drainage easements ar llooc4plain areas, no ihe respansibifity for any drainage, whatsoever, including but nnt
Simited to inVerse condemnatioa to any properties due to cfeticient construction andfar maintenance of drainage
courses in drainage easements on private property.
12. 'Mis ccavenant and agreement sha]l run wi[1i the 1and and stiall bc Uind"sng upon tlie flwner, t#ieir lieirs,
successors or assigns, including the abl'sgation to partieipale in tlle mairiten€tnce af the private rcaad 1nd
drainage facilities as pravided lierein.
C3WMClr
vwrrEa
Dated tdi►s clay aF , 19
s
S7"AT'G OF WASIIINCTf]N } •
:ss '
Crrrurry of Spokrrrre J
Oax ilrrs day perso►raldy nppecrrer2 befare itie
ktiotivi: to iare ra be ilie ijsdividrral(s) descri8ed irx rrnd ivlro execrsled il:e auillarta afrd far'egairrg [iCSll"i1113pit1 and
ncknativdedgeci that helsfieithcy sigirert !he sa»re c7s 1iisllref`Idltetr free a+id valrrnanry aci anrf deed for rlre reses anrl
piarposes lhereiir stntecC.
GtV,!?fV UNDER MY IIAND AND Qf'fYCTAL SEAL 1Jais rlny of ,19 .
NQreery Prrb2ic ui rrrrd, for llie Stnte
of LYasliirrgaorr, residirrg a1Spakayre
kNd\l\declapud 5197
2
t • 1 J
^ r , y ~ PM JOB#
GC: Cist Inhiaf3
rJ 1- Q IF<-- N 1F- ~ C3 I-T 1-T -r
~ I
l71WISIQN OF ENGCNEERING ANC1 ICf]11DS A DIVISION GF THE F[]SLIC WOAICS DEPARTMENJ,
William A Johrs, d' E, Caunty Engineer
March 31, 1999
Susan Murphy, E I T.
Inland Pacific Engineering
707 W 7~' Avenue, Suite 200
Spokane, WA 99204
Re I7esigrti Deviation for Shelley Lake 2nd A4id1t1o11, P-1750B ~
L]ear Susan, ~
The deViatacan for this project has been apprvved A copy af the appraved deViation is enclosed.
Please note the coiiditions of approval attached to the deviatian.
Please call ifyou have any questions regarding the Design ~eviation apprdval. _
SincerelY,
William A Tahns, P E
Goaanty Engineer
r
Doug Euska, P.]E
P1ans Review Engineer .
coPY- Fi1e
1026 W Broasiway .ave • SpQkane, WA 99260-0170 ■(504) 477-3600 FAX (509) 324-3478 TI7D (504) 324-3166
i f
REQiTEST F[]R DESIGN DEVIATION
$30.00
DATE March 19, 1999
ROA.Cf IvTAME Lane "B" . Lane "D" Shellev Lane Lane CRPIRID #
AIAME UF T'LAT Shell'ev L,ake. 2nd Additiba Piat #
AI7DkiE55 f3F BL.DG
NAME OF BLDG PRc7J'EGT BLI.7G# B9 S24 T25 R 44
FEI]ERAIJSTATE PROJECI" # PRDJECI' LIlVIITS Saut~ of ~b Avenrse
' East arf Rvtc&ford Urive
EXISTING CC]]N;QMONS: PkQPOSEI7 IIVIPFLQVEMEI+TM:
ROAD WMTH
ROAD 5URFAGE 2" on 6" 7.-" ON btr
AVG. T]AQ..Y TRAFFIC
Current Traffic C.ount DesigaT Year Traffic Count
PRC?7ECr DESCRIF''TION Shellev Lake 2nd Addition is a 20 Iot fina.l 1Plat ❑f singIe family haomes
lcacated i.n the Spokane Vallev.
?R{7Pt?5ED ,DESIGN DEVTATI[3N Desiq3L-private road.q ta 1945 SW horizontal curve mi-nimum rattii
af 140' far flrivate raads - Tab1e 3_03. 1981 SCRS Section 3_07E indicate a m3.nimnnn sadius of
25t1' -
JuSTEFIcA'flON: There are hvri.zontaT eurves an the private raads desiRned and built in both Shellev I.ake
P.U.D. and 5hellev Lake 1st Ad.d3tion. Lane "•B", „U•' and SheTley Lake Lane m$et or egceed the
1995 SCRS miaeimram horizontal curve radius of IOi}' fnx vrivate roaids.
The development of Shelley F.ake east af Ratchfrard is aRated communfty, ZestT].CC1IIg traffic
to 1'ocaT res3dents only_ Low traffic vaZume and lmcal traffic and a desien sveed of 20 mnh
indicate alower mia3mum radius than 25[} 1 under the 1981 SCRS is a"nrrouriate.
',UBM=D HY Tnl$nd Pacific Enizineerings Tue. DA.TE March 19, 1999
.'LQDRESS 747 West 7th Avenue, Suite 240; 5polane, WA ZFP CdDE 99204
I'HaTVE # ( 509 ) 458-6840 (509)458-6844 (PAX)
*:**s*s ADMIMS'TRATIVE VARLAIiICE FEE flF $3D.0{] PATf] TD SPf]KANE COUNTY ss~*#*+
1026 wBROAnwAY, SPOKAIYE WA 9926(}-0170 PHONE {509}456-3600 FAX {509)324-3478
-REQUF5T WILL NClT 8E REV[EVI-ED WIIHC][J1' FClNDS=
CASHrcHEcx~4 REcErvED BY ~ATE --'5
~
s~Vm=go.jzy AM
~
.ry
$ ~ ~r ~-+.F..].~V
"f ,11 iti Di+VitfLL.O;■ ' •
SAAF1 R r•CO1►1.1►1E17k1Y111oNJ
-t:` 4~+4 n+L~.a r~] APAe-0dvt.- Lt? 6'T4 1~€ Gt]vyDrT►w COx'rAe4go rr{ I.J[7 u 6~~hr~ TCd °.a
w
4LpProwed Approved wlconditivas Not Approved
_
hr
r
Project Manag6r Date
I
-kpproved Approved w/conditions ❑c Approved
) ( ) ( } i
Planning & Traffic Engineer Date
~C-C~~x~ . #~~~'o✓~z t.c~~~ C~a~-r.c,..~ ca~r~.,c•~rr f3~,s~~r,~s 3l`a~l~;~ ~~7
"+pproved Asppr ed wlcouditions Nat Approved
(
grojectManagement/'Engineer . Date
~ppraved Approved wlcoaditions Not Approved
~
Operativns Eugineer Date
FDK4NE CL]I7NT3f EAiGiNEER'S '
1MRAIa+TATTON:
~
.Pproved qv/no coaditions Approved as recs3mmended abcrve Not Approved
Spakane Ccauuty Engan eer I]ate
'3 I~
~ •
S P c> N~ C a u tv -r ~
T3NI5I03'7 C]F ENG[NEERIIYC E4NC7 RC}ADS ADI4ISIOI+1 []F THE I'LFSLIC WQRECS DEgALTtvtEPTT
William A. Jahns. PB., County Engineer
Request fvr Design Deviatinn
To sc~~ ~emrn~ings, P.E.
FrDm Dflug $u3k0, P.E
Date- March 24, 1999
Plat: Shelley Lake, 2nd Add1tTo]'1, I 75q$
Sumrrearv
The appiicant is seeking a Design Deviatican tv construct tharee private roads with
centerline radii of 150', lfi[}', and 170' The project is being designed under the 1981
Road Staridards, whsch requires a mirumurn centerline radius of 250'. See the enclased
highlighted plan. Nate that the 150' and 170' curves are 1'acated near stop-cantrolled
interseCtivns.
Recqmmendation
I recvrnmend appraval of the dewiatian, with one cvnditiQn.
1. The Sponsac's Enggneer shall pravide all inspectian and testing services for this
project, in accordarace with the regulatians set fQrth in the 1995 edition of the 5pakane
County Standards fvr Road and Sewer Canstructian. Fer the Standards, the
Sponsar's Engirtteer shafl submit Record d]rawings, cvpies of all Ynspeetion reparts,
and certification that the praject was canstnucted irr conf'vrmance with the Standards,
to the County Engineer at the conclusivn of the project
1026 YV 8roadway Ave ■ Spvkane. WA 99260-0170 9 (504) 477-3600 FAX (509) 324-3478 TDD (509) 324-3166
~ 01/221B6 18: 2T V509 3243478
COEINTY ENGIIVEERS
12~ o0T
~~~VIE, I"XS H ~El"
Spakatie C`Qunly L-zrgineer"s Office - Tharc3 F9vor Pax # 324-3478
102$ w 13ttOAf]'WA'Y 5P[3LANF, 1h A 99260 -Pll[3NLi # (509) 45iyi6Op
~ATE: ~ :aN.f
_ FAx # -.4ft , 6844" _
To: Two t~~ ~~c~-U . _ _ .
COMPANY:
Cl'S'Y f ST.d►TL: - - -
NuMBER OF PAQES (1NcLI1~~NC, COVER s~FF.T):
FRV'1\`.X: ~ I"Nw
T~ r--=-
MESSAGE ISPLCdAL INS'I'ftrJCTION:
f
1
~
01122I98 16:27 im509 3243478 GOVINTY ENGINEER5 0002
t' (7 X AL JlT R ~ C) lEi r%7 'Ir 'Y
i3rVrsiorr aF Erve;uvLricinrG nNrs i.vwL)s ■ ER C31VI5ION D8'FEfE T'IJBLIC WOTi1C3DEPliRTMSN7
WiIlcna111. Jviuts, I' S,Cvwnty Engineez Deamis M. 5ealt, F.E . UuMctvr
January 22, 1936
Todd '4aVhipple, Y:Ee
IPEC
~IA FAX
SUSIFG'T: F1750 - Shekiey Lake P.U.D.
Rotchford I3riac Desiga i]►eviation Approval
Centtcmcn:
IaTn enclcasiag a cvpy of the aprmved 17esign Deviativn Request fpr " prcaject. Please nnte
ihat apprQrral of tiiis xequest is su~jcct tn the gttached CandrCivns of ApprvvaY. lf you take any
exceptivns to the Cnnditians o--' Appraval, piease prtrvide your written cvncerns tv this office
within 5wvrking days of recei}ae of rhis letter.
Please cvntaa.:t Ed Parry (456-36W) if yvu fiade any questianc which rnay re}ui~e clarificatiaf).
Very cruiy ynurs,
William A. 3vhns, P. E.
Spokane Gounty Engineer
V--T'
.
a J. pa ~ r~ P.E.
Edwar>
Plans Review Engineer .
=6. Aesiga k7cviasiQn Rcqucst: P17:O - Aotshford I3rive
cc: prvjcct file
reYiewer
102G vYY Sraac4way Ays. - Spoka.+z wq 97260-017a 1 [5(P) 456-3606 FrLX (504) 3E4 3778 FL?0: (5k9) 324-3166
01/22/96 16:28 0509 3243478 COL~YTY ENGINEERS _ 0003
P1740 - Shelley Lalce P.U.D.
Rotc6ford Drive llcsign Deviation Request
' - 3anuax'y 22, 1946
Yage 2 of 2
t:UlVDITIONS OF APPRUVA►X,,
A. 350' radius curve beiween stations 16+98 to 22+82:
1. The design speed sliail be not less than 30 mpli, and shall include full runouts for the
superelevatcd section, per AAS HTO;
2. C:oefficients of side frictioci sliall be determined from AASHTO rigure 1II-7; and
:i. 'T?ie design should iriclude signs warning of a reduccd running speed, or a reduced
speed limit, through this -secticin. Typo and locaitorts of signs shall br coordinatcd widi the
County Traffic Lngineec.
B. Curve between stations 34+98 t0 39+87:
l. The design specd steall be noc lecs than 30 mph;,and sliall iiiclude full runouts for the
supereicvatcd section, per AASHTO; t----- '
2. C:oefficientc of side 1Tirtivn shall be determined from AASHTO Figure III-7;
3. The design shouid iiiclude signs warning of a reduced running speed, or a reduocd
speed limit, through this section. '1'ypes and lcications of signs shall be coordinated wich the
Cuunty Traffic Enginctr; and
4. Adequate sight distance easCments are to be secured far the intersec:tiuti al 4111
Avenue/RutetiCord Drivc.
C. Additional C:onditions of Design Deviaton Request Approval:
1. Plans fvr the entire Rotchford Drive alignment sha11 be submitted to the Cvunty
Etsgineer for approval; construction in thc future pubtic right-of-way for Rotchford llr'sve shall
nvt be allowed until the consi.ruction plans have beeu approvcd aiid a permit issued by the
C;ounty Engineer's Office.
2. An Erasion Contrul Plaii (per the Plat Conditians of Approval) is required
3. As a clarification, the remainder of the Rvtchford Drivc alignmeni, outside of the
locations of the two horizontel curves uoted in items A and B, shall be designed to roeet thc
1981 SCRS dcsign parametexs for a Collector Arterial in flat terrain.
%
01I22/96 18: 29 VS09 3243478 COLiNTY ENGINEERS 0004
y:Y ~ s. •r;f;lCP^ f_~•!_ - . ' ` - ' _ x . , . ' ' '
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v If~ _ 'r- - - ~ • ~QUEST: FOR YfF~IG~ ~~~ATION
' ' V' ~'n ! . ' _ • - e - . - ~ $30.00 r _ ' . - . . n . ..a.~. a . . Y , . .
° , ._`~'1F . . - • --~'~"r.. TC-' • - . ~ f ;:~Y "tDAAG • DECEMM
d. - ~c.~..a.. ~ - _ _ . _ • - - - A _ : ' ~ . ' ~ ? -
.1SOJ46D NAMF-:7•. RDTCOVOPI lf~.^ " - .::r . , ;~~ID # N!A -y] i Ci'- - , . , •
NAAffi OF PIAT SHET i. +F'Y TAKE - , ML.# ~U-M-594
Anr}RES.s Or- BLDcr -
NAblE OF B~O FRcarECr . . . _ . BLDG# a9 S • 24-,--r ~ -25N R = a48 ~W,
FEDERAL/bTAT€ PRaJEcr # ~PRoJEcr Ln►~ AVEMM
EX171ING cOrDMaNs: PROPasED IWRvvEACErrrs: _
R~A~ ~~"l~i--'- = ' _ • _ . - • . _ • 40~ 'F.C.4., °i'(] F.C
. . _ - - - _ _ , . • -,=f,: . _ - _ - - _ - - , -
ROAD 5x.]RF,~CE : . . ~ ~ • - - - , " - AcE:, ~t ~s ° - _ - - -
; AVG DAI..Y'~t1~C.:._~ . : : ~ . . • " - : , ' ~ . ? 440iMiz(DHrIj~if~1~~5[1~)';". a'•; -
' . - . _ C:lltir!'IIT.`CTB,& C45uriL ;Dedm Yw:Tral&:Cu11gL= - :-r._•"
- - _ . - - , , . _ - - - , - . _ . . _ . . _ _ - -
~PAOJE`L'r'DrS^iarMQW ~ PjnMwnkY' DESi[N OF IR(yrcHFoBD DRIYEIC43HlCL]N.Bao-~~~~~jVMME
. . _ . _ .
vICYtTiTY- 5~=-!Tci 'm -ROTCMM DRIVS A'Y M.,~~ -B0UffDM: ' ' - - - ~ ~ .
_ •3a - . • _ -~s • • - _ : _ti.- r ;tix°F -
. . •
PRR3POSED.IAFiIGN DLWIATiON::.-LL.-TD ~~TCE TAE MMMM DESIGK CU[VES STA' I6+96:bZ`'-7[o '72+81_98
° a. _r,.;?~J`:~~ak°• _ _ . - _ _ . . 4
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s~~BMI I-EML 13Y •Tm Wlfn~_ Tw 4 j2~, pAcmc =GnmLRf H{~i,~.INC-. DATE D.~ 21r 1975
ADDRESS`-- 707 'IIBST _7T5"AVF.kE, '5UM_s 2001 Sg&M, 'W_A; - - ...ZIP'pObE 99204
PHONE_#_ t0M._458-6840__w..._ . . .45e4sa4
- - - - - _ . ~ . . . ~
ADMMZBAML VAR GANC£ ,FEE OF _p0p pAID 'Ix] MB►!NE wCTNi7C
. a.M6 w BROADWAY, VvKANE Wa 9M-0170 10rE (50a.s FAc (5"-324-34y8
~ iy►. . ~ . - -A£Qi1EST WI1.k:;EIZ7'1'sE
A~p~ ~
~'`IIGL.rL1 0 ~ BY n
_ ' ' - • . F L~4"►#L'. ~
01/22/96 16:30 '$`508 3243478 C01►,1'TY ENGINEERS (ib 005
- __s=:~.:. . ~'~.'Ltik-0'r`'4a~ r-=•~:_ ~-W~-,~' - =x:: i:G • ' . . . • . ~.s-i ~ ' t :f:.. . '
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, _ °~e ' `+:Y.i~:'ir~ = - ~ ~ . . , . .
DE5IGN DEVTATION
..Y'.. - - - " . . . • - • • -
.r=.~.~a•w'~_-_~. r~_~.'.._~~~'~F~T•:~.~•Y.•.u.v~i ~r~.'_~~.. ' • .,X. "i . _ . ' • _ . . _
S`TAFF-RF.~`.~1~IDATIONS~ ~;~:~~Y.:~~.~.: . : _ , : . . . _ "
- - - . . . . • . . :
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AFPrcv~.~Approved:w/conditioas': - --Not Approved a ~ . .
~-'~y '..._r s'~ -~rr~ . ~ . ~1'' :~s •.:'~5::..:. ._~~eP~~~~' ~ ~ .r • . ~~/6~7 ~/f ' -
Project hiangcr - - ~ v . , _._Date
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_ . . : . ~ ~ " . • ~ : , - . . - Planning ' _ . . . _ . . - ~
- , ~Y:~,= 'IrafficEn•ginccr~ - -.Date'----
':~a.M:~_ _ ::J`%L::lil"'„ . ' 'I.,~.c='.~ . " ' " • . . . _ .
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t. ~'.~c~. 'rt-i' = j~...~.~~7• t~~ : ~~~'.i ~r'f LS:~Ii~L.. . ~ • . _.~J .
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. -
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• -r::~«.... ;~.,i~~~ :r,;
~r.a..t~iat~ _ saRqj~xs.rv~- w~G' 'aao~a~.i'• •:.-~:)c._.tr' _ . , ' - _ - ' ' "
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. .:7~2 ' ^J~•:I'C -'.~~~r,.._ ~ ::~.{~li~~l~~J~.. '•1i" - , .
~ `~~1i+~L.YKd.IY~'Lv........r...''•"rJ'f~~'~l~1YTJd.: r~.' XJ'~5.. _ . ~ ' " . . . • . . _ ~
.n ~L • ~~/~fl~ti ~ ~~r 7 . . . _ . ~ .
i~veci~A~piv`red•av/coridiaons~Nor'Approved -
~.\±~,~MI~ . . .......r. wrrr~~.~~ . ~ ..n...
pperaCions Engineer - . • • ; _ Date
'SPOKANE.COIIIVIY:EMFMCS ' ' . ' r~-
DETEB~iATION:..:~--- . . ~ - - ~ . . _ . . . . .
. . = ' `~t . . - • ~ , .
' _ - :r.r:. • .t^ ::x:.:'i....~= _ . " . . • _ . . . . . .
• _ _.l:`: ~ ~ .
.s~'.C~Ji% : r%::+ . i... . . . . _ . . _ ~ . . . ' . ~
~ • . '
~°iPProved.w/ao conditfoas- ~ APProved-as reoommeaded above ._.NorApprored - . . ~ ~ : . . . .
~ I . . ..w~: : •~•V'.. ~ ~ . ( . •..i f • ~~/.~.'.il.•' .4~„~ •
_ . . . _ _ . ;/0" . . ~ G
. ~
~ • . : ..u~:_
9poitaae Coaatr 'Date
.
• ~ . - . .
. • - . - • ~ . ~ . _ . ~ .
• _ . . . . . . . _ . . . .
cC• List Imt.:i l
oc~ ~ ~ ~s~~ ~Q~ST a~~aR DESIG~r nEvI~,~O~v ,
$30.00
J.D I?A'TE Octaber
I , E~ ~
ROA33 NA1VIE Rotch£ord I1rive CRPIRiD # NIA ~
NAiVIE OF PLAT Shellev La'ke , Pla[ # PE-1750`94
ADDRF-,SS 8F BLDG N IA
NAME OF BLDG PRO3EC1' NIA BL.DG#B9 S24 T 25N R44E
FEDERAI.15TATE PRQ7EC"i' # N 1A PRL7JEC1' LI1Vff5 10 + d[] tv 17 + 00
FMSTING CDNDITIQNS: PRQPC}SEI7 I1dIFR8vEMENT5:
RDAD WIDTH ' - 40' FL ta FL
FtOAD SURFACE ACP CL B
AVG. DAiLY TRAFFIe - bDQ - 800 ADT
Current Tra€f'ic Count I]esign Year "Traffic Count
PRO]iEC'T T?FSCRIP'FI[]N Preliminarv finaT desiqn for remainine oortion of Rotchford 33rive wtiich
wi11 be included in Phase 2 when the connectian to existina Rotchford Tlrive as exDected to
accur. .
PRQPOSEF3 DESIGN DEVIATIQN Reduee tlne desian sneed to 30 mt)h and the minimum curve radius to
58(]' wi,th a narmal crawn section.
rusTIRcATIorr:
{5EE ATTACHED LETTER}
SIJBMITTED BY Tvdd R. Whivnle. Inland Pacific EnQineerinsz Coanoanv DA'!'E Octcaher 3, 1946
A170R_ESS 707 West 7rh Avenue, Suite 200 ZIPCODE ()920L-
PHONE # f5091 458-6840
ADliONIWRATIVE'LrARIANCE FEE []I' $39,. PAM TC3 SPDKANE CDiINTY *s***"~'
1026 W SR[3AT]Wt1Y, SPQKANE WA, 99260-0470 FHOhfE (fl9}455-36C10 FAX (509)324-347$
~ ~ -~Qu~r w~r.. rrvT BE r~Ds- ~
cASHIcxE~cK 1 7~d# REcEIVED Br ~~TF, Z,
~ . f . ~
knna=tgn.&-v a.r%
I)ESIGN DEVIATION
~ e~ eOV-k~-E2-ep P4rRe6s AL- 0,4 -rM-V, co~r.D;-rr ca^.a -rq*-r-
I
.4 doe.-eral~~ l44--rJ64Al-, W(Ta <Mu&W 'Aasi,~ C-I'tGp
rbS -t1ea-4-S 4 7-~5- P?PA- OAAP,
~
Appmved Approved wlcondiEions Nat Approved
~ -
Amjcct Managea 17aze
I `
I
tnptoved Approved wlcandiuotzs FVot Approved
} { ) ( 3
Project Ivfanagement Eagineer €]aee
~
/ Gr 6 ~AR.~ 1+s ~~1 r
I
kpI]It3Ved AppIC3Ved WICCIIIdl$QflS IVQt A~nDV2[~
fl. ~
A
X. A7'~i ~ Gr
flperacznns Engiueer Date
P(3KANE CO[.1NTY EIv1GINF.ER'S '
'ETERNUNA'ITQN:
~
u
grrjvr-d wlno conditions Approved as =vznmendecf abave iNar Approved
~ 5pakancii Couniy Fnghieet ` DaEe
' ti~.„€C' 6~^• i!;:1` '
. R"y,
REQUEST FOR DESIGN DEVIATION
~ $30.00
~ bATE AuLrust 16. 1935 =
RQAI) NAM]E Various xoads thraughoutfT1PKMTPn.trn I CRPIM # N/A
AiAME QF PLA? Shelley Lake Piai # PE-3750-94 -
AT3DMSS aF BLDG N/A CG.•_L-.i; , . '
NAME OF BLDG PRQJECT N/A BLDG# B9 N/A g 24 T 25N R 44E
FEDFRAIJSTA'TE PR().IEL:T# N/A PROlECT L.IlVirrS lst pbase glat boundary
~
FMiTING C+~NDITIONS: PRaPOSED IMPRc7VEMENTS:
ti
RaAT3WdD1'`H -
R(]AD 5'tTRFACE
AVG. DAIL.Y TRAFFIC °
Current Traffic Count Design Year "Traffic Count
PRO.lECT I3E5CRIPTION This praiect is the develapnqent vf the Ist phase nf the 5he11ey I.ake
Preiiminaxv Plat & PLlI7. Ttiis phase contains 4th Avenue, Rotchford' Drive, CQnklin Road &
assozted Private roads. as rae1l it w3.ll fac3l3tate tbe platri..ng of approximatQly 100 lata±.
PRC3P}5ED DESTCiN DEYIATTON This desie~n deviatian is InCended tv gick up those miuor'_items-wbi6ch
are eirher not cvvered in ttte 19$1 SCRS aa are a deviation fram those standards. 5ee letter
at ^hed.
,IL]STIFICA`i'ION:
See aetached letter and exhibits.
SUBMiT"1'ED B'x' Tadd Nhipple, Inland Pacific Engineering Cv., Inc. pATE August 16, 1996
AI7bRE5S 707 W. 7th Avenue, 5uite 200, Spo'kane, Washington ZIP C[7DE 99204
pf-iONE # ( 50? 458-6840 FAX (509) 458-6844
rrss~r* ADhIINLST'RATlCVE VARTAItiCE FEE OF $30.00 PAID TD SPQKANE CQUNTY
1026 W BRQADWAY, SP+DKANE WA 94260-0170 PHONE (509)456r3600 FAX [509)324-3478
-REQUEST lVILL. NOT 8E REViEWEI] WrMQiTF FIi+IDS-
~cHEcx ')D °a # RECEzvED sY &Yda 0 DA~F, p44 ~
Y egn.deM 71% v
i
J
I , W
DL'aSILT~ DEVIA11LLT ~
3J.11LL R r•CQBDMWAl iQll.7
~
--T- •fYlL~1/il~--~.
l .
b1i0V A~]pIIOVCd WICo~IZI@ILS NQ[ A~~V~
qg
Project Mauagea Daie
~
~ppraved Approved wlcancfiuons Not Approved Pmject Management Engi.ueer PJate
I
kppraved Approved wlcondinons Noe Approved
~ (7peraul~ns Engiaeer Date
aP(]KANE Cvi.TiVTY ENGEqMR'S
lETERNIINAT3ON: '
I
kpgroved wlrifl conditions Approved a.s recommended ab-ove Nat Approved
I
- ~
5~kaue Couni eer Dace
r~
r_
INLAND PACIFIc ENGINEERING, INC.
August 16, 1996
W.O. No. 93143
Spokane Caeunty Public Warks
W. 1026 BroadSway .
Spcrkane, WA 99260
Attn: Ed parry, P.E.
Re: Shelley Lake - FE-1750-94; Uesign Deviation
Dear Ed: a
Per aur cvnversatian yesterday, please find enciased a list of design deviation housekeeping
iternslissues which have been preaiousIy discussed a.nd ca.lled aut in the 2nd submittal letter dated
June 2$, 1996. This letter describes xhose items that were noted in the 6l28f96 letter and to rny
knawleage rna1ce up the remaining atems far which we wiIl need design deviativns in arder to
ohtain prDject approval.
We arre requesting Design lleviatians far the fo1lowing: ,
1. As shown on sheet 5 a£ 14 the existing rfladway profile of 4th Avenue has severat sections
that fall belaw rhe SCRS minimurn of O.f]OS'IfT of stape vuith the minimum slope at
0.0047ft. Therefore we are requesting a design deviatior► £or 4th Auenue which wouId
allaw the design far the proposed improvements to match the existirag 4th Avenue
roadway praf 1e cqnditions and fall belaw the 1981 SCFt.S rrainimum of 0.0057ft.
2, As nvted in the earlier submittal and as included within this subrnittal, severaP of the
roadway~efes s`iQpe grades crn 4tli AVenue resulting frorn the roadway widening are
betow the SCRS minimum of 0.0057ft (or 0.5%). As shcswt on the attached farm aated
9122195 the rninimum resultings=" siope wouid be 0.004'fft (ar {7.4°l0}. These flat slopes
are a result of enatching a new cr4ss stope and curb prof~le tsa the existing 4th A,venue
crass siope. We recagnixe and have rnade apprmpriate nates withqn the p1ans that wi11
require a Washingtvn State PLS ta rnsure and certify that the curb stalces are per tfie plan
prior to canstruction of any curb. Therefvre, we are requesting a design deviatian for 4th
Avenue vvhich would allaw the 4th Avertue crass slope t4 mateh ta existing 4th Avenue
raadway cross slope and faIl below the 1981 SCRS minimum of 0.005'Ift.
a. As shawrt on sheet 7 of 14, there have been severaf "eye brows" or "knuckles" praposed
at pnvate roadway inCersections. Although, the 1981 ~CR5 does ncat prohibit these design
' eIements on private rvads, we are requesting a design deviation as tY~iey couad be
considered a nvn-standard roadway des'cgn eiemenr. Fer previous discussians and
707 West 7th • Suue 20(] 2420 Lakewoad Drive • 5uite 205
Spakane, WA 49204 Coeur d'Alene, IC7 83$14
509-458~5840 • FAlC 549-458-6844 208-765-7784 • FAx 208-769-7233
r .
r
Spakane County .
August 15, 1996
Fage 2
directian, we have cantacted and received approval of these design elernents fram
Spakane County Fire pistrict Na.1, a copy of wllich is attached. Additionally, we have
tried ta evaLuate these rQadway oonfiguratians in regards ta geometries and safety and
have determmined that they wouId praaide a aneasure of saf'ety beyand the nnrrnal private
raad intersection where two fairly narraw roadways would intersect and where there is a
higher Iikelihood for pedesta-ian or bicycle [raffic. Therefore, we are requesting a design
deviation for these non-star►dard roadway design elements.
4. At this time we haVe provided ta Spokane Cvunty raadway sectians based upan the 1995
SCRS, AASH7'O ciassificatian method. There£ore, we are requesting a design deviation
fram the 1981 SCRS roadway section design process to the 1995 SCRS rvadway section
design guidelines. We feel that a better roadway sectivn wili be pravided if the AASHTC)
gradatiQns as outkined in the 1995 SCRS rather than the "R-Value" tests fram the 1981
SCRS can be used. Therefore, we are requesting a design derriatlon to a11ow the use of
the AA5H`I`O gradatian testing methods fcsr roadway subgrade determinations rather than
the R-va1ue method.
5. T7ue ta the inclusian of severa1208 pands along Rotchford I]rive and throughout the plat,
we are requesting a design devaation to modify Ftoadway 5ection No. 2 of the 1981
~ SCRS. This modificatian wvuld be to rriove the sidewalk from the back of cu.rb and
rneander it withan the ROW and sidewalk easements to allorv for better landscaping and
208 treatanent adjacent to tkie roadway. The meander d'astanee will vary frarn 0.0 to 20-
feet. This wili have na affect to the safety of pedestrians along any of the adjacent
raadways except to prvvide additional separation between the pedestrian anci through
vehicles. Therefore, we are requesting a design deviation #o modify Roadway Section No.
2 of the 1981 SCRS as noted. _
Your approval of this general design deviatian is requested. Shauld you have any questians
please call at 458-6840.
Sincerely,
lnl Facific ~ eering Ca., Inn
Tadd R. Whi ple, . .
TRW1tw
enclasures
cc. Landmark Builders, BusterHeitrtaian
fi1e
• • ~ ~ , _ ~
° RELlLEVED
FEB 2 4 1998
BLi FC9RE SFCIKANE COT]"NTY DIVISION OF BUILUxNG AN]] PLANNING
5R[7KRiVE COl1NIY ENGINEER
IN THE iVTATTEk QF AlV EXT'ENSI(3N [JF }
T~~E REQUEST FOR 1PE-1750-9d ) FINDTNGS OF FACT
SHELLEY LAX:E AN APPRQVEI7 ) CQNCI.,USIONS AND
1'RF-LlIvlxNARI' PLA'7` ''WITH PUDE-3-87, A } DECISrF]N .
PLANN:C:~ UNIT D EVELOPYENT (PUD) ~
47VLI RLAY ~ONE AND ZE-34-94, A 2ONE )
REECLAS SIFICATIC]N FROM URBAN ]
RES~~~NTIAL-3.5 (CTR-3.5) A,ND SUBURBAa }
RESIDENTYAL 1 (SR-1) T4 Y7RBAIV }
RE SIDEN'TZAL-12 (UR-I2), i3RBAN ]
REISII]ENTZAL-3.5 {ETk-3.5} ANI7 SUBURBAFY ~
, RESIDE TYTIAL 1 (SR-1)
)
THIS MATTER, a request for an extension oftime fTom Rabert Heitman has been receaued
and decided upon, pursuarFt tv Spvkane Gaunty 5ubdzvasion C}rdtnance (Secti4n 12.100.113)
and. RCW 58.17.140.
FIIVDJNGS GrF FACT
i I. The individual signing below has been praperly dele~ated the respv;isibility for renderinq
this decisior~ by the Spak~e CQUnty ~7irectQr of BuiIc~ing and PIaz~ning. "
2. The subject prelirninary plat was apprnved 7anuary 24, 1995 by the ]Eoard of County
Cammisszaners an appeal from the Hearing, Examiner Carrrrii#tee approval of Auqust 26,
1994 "
3- The current zonin; for the site is Urban Residential-3.5 (LJP-15) and Suburbari
Residential-1 (SR-I). The apprapriate zor~ng reclassifications vriil be impierraented
diiring finalizati4n of each phase of the preliminaryy p]at.
4. Spakane +Cvunty has established specific csiteria for carasiderinc, the extension of time for
the expira#ion of preliminary subdiv3sinns. These criteria az-e found in Sectiara
I?.I fl[? 118 of the Spokane Cvunty Subdivision [Jrdinance and have been used as a basas
for this decisian.
f
5. The Comprehensive Plan designates the area of che prelirninary plat as [.lrban and
Stibuxban 7he CnmprehensiVe Plwi designations remain #he same siance the original
preliminaty plat approval. ~
5 N❑ additional caraditions have been recoinnYended by rreviesving ageneies, includincr the
Spokane County Diaision ofEngFneering anci RQacfs, the Regional Health Uistrict.7
Spokane County Divisivn of [.ltilities, Liberty Lal:e 5e%ver T3istrict and the Spokane
County T7ivision of Buildin; and Pla,nriin~
7. This is the frst request for a time extension. ?he tatal fe of the prelirninary• pIat has
been appraximately tlree years
'
. . ~ ~
i~
r
" ' • '•.,4 ~ ' ' i ~ Extensivn of Tazne Findings PE-1750-94 Page 2
8. ?he applicant states #hat water and sewer pl~.n.ns aze approVed and that street plans and the
final ptat document for Shelley Lake FPrst Addition ( 2"d phase) are both 54% comglete.
9• A pprtivn of the preliminary plat, ShelIey Lake Additian, was recorded vn lanuary 30,
1997 c6nsastang of 82 ranits. {7f the originally approvea 443 lots, 361 lots rernain to be
finalized. The ariginal apprvaal consisted of 123.$ acres of lvhich 99.42 acres remain ta
be deveJoped '
CONCLUSTONS
BASED UPt3N A kEViEW of (a) xhe criteria for appravin; an extensian of time of the
exparation date far a preliminary plat and (b) the abtave Findings of Faci, the fQtlawing
ccsnclUsions are rnade.
1. The greliminaty plax remaim cansistenfi with the Camprehensive Plart of Spo]cane
County.
2. Sulasequent extension of time will vnly be considered upan a f nd'zng of substaaatiat
corrapliance with Sectivn 12. 100. 1 x$, of the Subdivisivn Qrdinance.
DECTSIC)N
BASEl7 UPON THE ABOVE Findings of Fact arad Conclusions, an extension of fime request
flar application PE-1750-941ZE-34-941PUDE-4-94 5nelley Lake is hereb = til
CONDxTIONS CDF APPRDVAL
1. The aricinaI Gonditians of approval by the Board of Cvunty Commissioners dated
Januaxy 24, 1995 remain in Ml farce and effect with the exceptian that Spakane Caunty
Plarining Uepartment Condition is modified to s#ate that the Prelirninary Plat is given
cond'ational apprav'
~
DATEL7 THISK>(- I]AY +C.IF FEBRUARY, 1998.
.
Louis webster, AIcP
Associate Planner
~
~
. ~
. . . ~ .
Extensian of 7'ime Findings PE-1750-94 Pa21, e 3 CJnder state law and eaunty ordsnance, yvu have the riaht to appeal this deeisic~n to the
Spokane County Hearing Exarriiner. Upon receipt of an appeal, a publac hearing will be
scheduled. To file such an appeal, you must subrnat a 1etter alon; with the appropriate
pracessin; fee to the Spoicane County DiVision of Building and P]anning, within ten {10}
calendar days from the date this decisiern is signed. ,
If yau have 3ny questions, please call the Spakane Caunty Division QfBuilding and planning
at 45G-3675.
C' Courity Engineer
County Utili#ies
Regaanal Health Uistrict
rnland Pacife Engineering, Wes# 707 7th, 5taite 200, Spokane, WA 99204
IrtuAlfQUEST FOR DESIGN D°ErVIATION
~30.00
DATE MarCh 19, 1999
RQa4I3 NA14+IE Lan.e "$,r , I.agle x'0" - 5hellev Lanle I,an~ CRFIRll]
NAME C}F 'PIAT She lley Lake. 2nd Addit imn P1at #
ADDR,ESS OF BLiDCY
NAME OF ST.,DG PRO.TECT BLDG# B9 S24' T 25' R• 44
FE~F_RALISTA:T`E PROTECC # PROJECT LIMTIS _SguLh of 4th Avenue
' EasL of Rotchf~~d~,Dr3ve
EXISUIw7Cr CONTDMC)N5: F'ROPOSED IMPROVEvIFN'TS:
Tt,C7AD WID'TH
ROC'tD SLJ'Ri'AC1C 211 oII lA €TF *~IA ~013i 6^IM~
~r
.4V("j, DAII.Y TRAFFIC "
. Currcaat TraFfic Count Uesign, Year TraffiG C.ouut '
PRC}TECT DE5C1~IPI'TON S1re11ev Lmke 2nd ,Add~tivn is a 20 lmt final ul.at of singTe ~amily homes
` located irn the Snokane Va11ey. .
f°ROPOSET7 DESI..'aN DEVIA,TION _--pesien -Dr&yAge LQads to 1995 SCRS ltinrizontal curva minimum radli -
of 100' frrr mrivate rmads.- Ta1n1e 3.0-3. 19'81 5CRS Sectiam 3_07E iad'3.cate a miuimvm radius of
25[y'_ .
T[]STIFICATION: '
Ttitere are bnrizvntal eurves on the pxivate raads desis:aed and bui7.t in bath SYte11ey Lake
P.B.D. and Shelley Ls&e lst At1dit3.nn. Lane "•B", uQ'r snd- Shelley Lake Zane wee-tor exceed the
1995 SCRS minimum hqrizontal curve radius o£ 100' for pr,i.vate aenads.
The devel.caDment of 5'helle3,r Lake east of Rvtchfnrd is aeater1 ccammumitv, aeestricting traffic
ta laca1 reHidents on]3L Low traffic vcalume aard lacal traffic an,d a desivn speed of 20 muh
indir.ate a lower mini.mum rarlius tharta 250' unde-r the 1981 SCR5 is aavrnmriate.
"'UBM=D HY
Inland Pac3.fic Eneineering,. Inc. DA'IE March 19. 1999
ADDRE55 707 West 7t~ Avenue,. 5uite 2170: Suokane, VA ZTP C:UDE 99204
CPI-IflNE # ~ 509) 458-6840 (509 )458--6S44 (FAX) ADKTNISTRATTVE VAItIANCE FEE C3F $30.00 PAJID 'I'O SP(]KANE CO[TN'I7'
1026 W SR.OADWAY, 5PC3KANE WA 99250=0170: PHClNE (509)456-3600 FAX (509)324-3478
-REQuEST vvrr..L ~oT~:UF~AEvLEwEm wtTHaIJT FuNns-
CASWGIECKO-4 RECETVEI} BY T)ATE
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T]IV3S€DId L]F EPJGINEERIlVG AND Ri)AC7S A IJN354Ciltf C]F Tf3E PfJBLIC Y4T[]HKS DEPAATMENT
Wiliiam A Jahns, F E., Cvurity Engineer
]Request for DesiLorn Deviatian
ro Biii xeminings, P E
Frorn: T)aug Buskc), P.E. I~
Date 1V[arch 24, 1999
Flat Shelley Lake, 2 Addition, P-1750B
Summarv
The applicant is seelcitag a Design Deviativn to construct three priuate raads with
centerSbne radii of 150', 160', and 170' The project is being designed under the 1981
RQad Standards, which requires a minimum centerl'rroe radius of 250' See fhe enclosed
highlighted plan. Note ihat the 154' and 170' eurves are located near stop-cvntrvIted
intersections.
Pdec+ammendafion
I recoinmend approval of the deviativn, with ane conditicrn
1'The Sponsor's Engineer sha11 provide all inspection and testing services for this
project, in accordance with t'he regalations set forth in the 1995 editian ❑fthe Spakane
Cerur►ty Standards for Raad ana Sewer Construction. Pet- the Standards, the
Sponsor's Engineer shala 5ubrriit Record Drawings, copies af all anspection regort5,
and certification that the project was cvnstructed in confarmance with the Standards,
to the Cvunty Engineer at the cQnclusion crf the proJect.
1026 W. Bmadway Ave. ■ Spokane, N7A 99260-0170 +(509) 477-9600 FAX: (509) 324-3478 TL71J. (509) 324-3166
C "
RecsiVed From: Receipt Na. 107434
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T]NISIpN OF EdVGTNEERIlVG AND AOAFS A DriJISION aF TH6 PLFBLIC WC3RKS C3EPARTMEIKT
WiLlram A. Jahris, RE, Cvunty Engineer
Niarch 31, 1999
Susan Murphy, E.I.T. -
Ieiland Pacific Engineering
707 W 7h Avenue, Suite 200
Spokane, WA 99204
Re' Design L7euiativn far Shelley Lake 2nd Addition, P-1750B
Dear Susan,
The deViaCion for this prvject has been approved. A capy of the approved deviatiQn is enclased.
P!€ase note the conditians of appraVal attached tn the deviation.
Please caii if you have any questiQns regarding the Design Deviation approva1
Sincerely,
William A. Jahns, P E
County Engineer
~
Doug Busko, P E
Plans Review Engineer •
copy File
1026 W Broadway Ave • 5pakane, WA 49260-4170 •(5p4) 477-3600 FAx (509) 324-3478 T1?D' (509) 324-3166
Received From: 10[ 437
►4ddress:--90-c 5 AJ"r Df VLSt d ~IIJ Qate: -Yc7C7
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Received 'hy:
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SHELLEY LAKE DEVELvPMEHT 1624 '
' $205 N DIVlSION (509) 467-2123 '
5P01CANE, WR 99208
~ Marc~r 22 gg ~~~~~~so !
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Tfl FF-fE S OFSaI7L CO41P1t EI"7 - 6
vRDER vF Y g~ne~ ring .
1$ 100.00
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One Hundred Dcal.],ars arid . CJ0/10Q _ _ _ _ s - - - - - - - - - - - .
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❑OLLARS
LAtjsEAF1R5ray~ Spokarra p Eestem 9.anch OryapB
P o iea= aaaa iCASC '
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Rec~ived FrorrS: (I& tO QM C-rp~R$ceipt Na. 107437
Rddress:--gOc 5 Al~ v 6-f 104) Date. ~ -(79
SPO kAivc-l Amaunt Faid: fGt1 -G"C)
~ Acct. NQ.: C'ash: 5ales Tax:
v Amt. of Acct: Maney ~Qr6r: Tota! Paid -0~0
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$FIELLEY 1.AKE IDEYELOPMENT 1624
~ 8205 N DIVISfdN (509) 467-2123 ,
SPC1ffANE, WA 99208 1E-2l1250 ~
~ March 22 19 99
~ i Po He Spokane County Engineering ~
~ I ORDER OF ~ $ 100.00
A ^ ^
- - - - - - - - - - - - ^ ~
[7ne Hundred Dollars and .00/100 - ~~q~L~RS
~ 13L I SfAF1195T E34„&,ff
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50Cksne 8 Eas[em Qrench OOWOfi
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Z 8p6kane, WA 99210 . .
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~ i 11'00 16 240 1. 125Ooa02a': 69 ?6? 8 i 2il'
MAR.i 17' ~39 l1YEI~f 09 -38 UANDh~P"" °,'J ILDERS TEL ° 509 4f "_"7 ~ P. 002
a 08.t 6NL011+D pF+ti1P9C EFNG F.&12
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Giu 1:10v c•e rvr, iIrgiitic ~r:rj ~Jhrr, . ~nv;~i•~• c.i r~~ P:rr!- ~.4:r,~U:~•nnFC:€rr ~
n1q Tn "r••. sIr..,- 7.• 5:n•i, p E. ~lretice
AGRE, EMcNT T~ ~AY rr-,rS
ENGtn-EIt's nGRCEMENT ir'uMBCi! PE-1750-911 P
This sgreemant be[ween Snoksne Gounty ana ahkarn gai rman. sr.
whrrae interest in [Re prvjaca u o+eact
,...M.,.&u
is enccaed insv th;s 17th day af Ka=ch , 19 99 7his ?grEemcnt is avplicable to [he prajecL
kFlOwR aS ~slie 1.IEy Lislaa 2ad ■drliiinn
Th]i [R. illt}iridul15 and p,+,:(1gS RBi-,ed I)Greift ]S haOflg iA In[SlE4i T11 SIIC Aht-re dasetrlfrd Prepercy ar psvldct agcert
rrr lhS WiO-in'.
a Reimhursc Sliokane Cairnty fpr p€ajcea cevirw and msprcEivn fees as spariFierJ in l^liopler 9 14 of
sht 5pn4:ene Cnunty Code i'he fecs wili tu btstd en aetua= sa1;€q costa Prscurrcd 4y 5po1nc
Cvunly foe ptQje[[ rtNiCws and 1 Os ins[etiio[15 pFus a 1en }xiee+it sdmlnisita(jve tRargc, stA will
bc Gilled mnnUhly xs aecrued Rny billmg amounrs dur, incEud'ing a-iy expenses inevrrtd lA ifie
cal3ecuesn aP an everdue ateount, musl'6e paid prkor ev ttsc Cauntv's acrepratiice of ;Itie proJecr !or
flins. Ik a projtt[ is appeaved tirt6lnr Plod whli a balancr stiPP owi,jg. cl+e L71naid halartee 5lu11 be
psid njttin 30 day* of the inrgee: dStC
2_ 7Re urtflersEgn^d agrECS 6h.t :hcac fe.S ^sa dvc and nxyahlc upnia rrcc:pc er dtie billrnv ,t8 SptGafitd
3j76rc
1 e1Mp rnvorGes Eiui I+a icl u•iriair, 3ra da}s of rPic invoice ti#ate w[ln N umsuSeresl driinq~icw. [C aisy
outasandjng 6alaRCe ort [hn e[t[+vris fnr II1SS pSD]CCl tS n61 p3id W 11I11f1 30 d7yS of Il1E ]f1v11iLC iSAEG,
nn Cvrltscr mriews of shc paojec4 documcrits wI11 br conduCttd 4[nt+l th_ enritr qCrCUni bal=nce f:
paid. Any balaute en chr sccnunt [a? this profeci nat paid wiahin 65 tlays aF L[ie inrpir,e dare Mxy
reauh in lcgai aetjon or dic ItIS[tvt9f1 of Gl11EF COileCtipn proce9utC5. istClLLdlflg referrai Lo a
r,ollevian igsnrr The Sponsnr •vffi br I17iblt f0[ a[!y Atld AII Zl[Qs'fl;lt IfitLLrlEd by tI1C CoYAljr Fffr
the eollercian of nvrrduc acevtinls
4 Thc rnondily hiSliny 31ss$%rld ht smt +n slze ~iscntGon nf• ~
,f-- L~.~ ~ C ~ Alp CM.4A7E' --J,12.,.-...._. s AtTn: &ah►
Ap('}RE$$ 6225 IVartb d?ivisi.oe Streec
ClTY. STf1TE. Seokaua, V=shientvn
Z 1P CODE. 99208
PHONE a. [509]467-2123
! undcrsMnd lhal failucs to tray these FEes muy rzsuSL in drizy in complcsins+ nr approral u[ i!u proieoe nr utfier
p653ibIC SiRC[]Oi55
G 5t (IiIS rCt 3gir,rme[1i i5 CqIilplCfCL1 hy Svrri;nnC 0[I9Cr llllrs Ellz SncrFynr [i t , rila p•psct: oviner nr 1
pr=nc4pal Ili 4he fifm the ptnjeez}, suth as lh; Engirte:a drsrgninE 'he prtiic[l, iLou
wsr[!rn outiis}nt:L;iQn f:Ow iKc $pqnsnr s~trriff[711p 7pl iZr1X1n~l[lC 1gri~Z ;n rxetvti r$ij3 Fee
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ARrrcmrnl is atl]c~Vtf~ 10 tlils s -mtn[
S1cNATURE r, Y.
(rRlNr NnME)
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Jo:d 1VIlrvadwavAve spokaae wn 3926n-nI?D [sA9] 456-364A r.,x: (sua) 124-3478 Tnn. csM 374-3166
Tj,TAL P 37
- Page 1 of I
Merrijean Gadd °
From: Jahn Hohman
5ent: Tuesday, ❑eoember 06, 2005 8:05 AM
To: Sandra Raskell
5uhject: R
Qk
-_--Original Me,ssage--~°
Frorn: Sandra Raskell
5ent: aWonday, Detember 05, 2005 4:05 PM
To: ]ahn Hohman
Subject: 5helfey Lake 2nd
Tmpertanoe: High
HoW 15 tl[57
Serldra Raskeli, P.E.
Devefopment Engineer
City af Spakane Valley
11707 East 5prague Avenue
Spokane llafley, WR 99206
Phane. [509} 688-(}174
Fax: {5I19} 921-1008
12I912Q05
.
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A-
BUILDING S F' i7 K A N r (J LT N T .4ND PL,ANNIIVG . A DIVISIQN OF THE PUBi.lC WOIZKS E7EPAR'F"MENT
James L Man.svn, C.B C]., Directar Gary (}berg, Director
MEMORANDUM
TO: Division . ` eerin and Raads - Transortativ
,
ivisran ot utilities - n arnna ion anagemen ; im e
Spvkane Regianal HeaIth ]7istrici
Spokane County Parks, Recreativn, & Faar
Spokane County Fire District Na. 1
+Gentral Valley Schoa1 T]istrict #356
Vera Water and Power
FR(3M: 70hn Pederson, Seniar Planner .
DATE: May 7, Y 999
Si3BJECT: Final Plat of Sheiley Lake Zn' Ed1tiO,S1; PE-175fl-94
EnGlosed are arevised copies of the f nal 'plat that was previousty circulated to yau on March 3 1, ,
1999 and the f nal Flanned Unit Deaelapment plan If you have ariy eo,rnments an the updated
final p?a± or Planncd Uni* L]eve}capment pla.n, please Lorx,ard them to me by May 21, 1999.
If yvu haue any questions regarding this rnatter, you may cvntact me at 477-3675, Ext. 206.
Attachments
kb
cvpy withaut enclosures ta: Inland F'acific Engineering Ca
Bu;ster Heitman
1025 W. 8[t0a,DiwAr • 5ralcANE, WASI-iIlv'GTDM1i 9926Q-OQ50
PHOIVF (50}) 477-3575 ■ Fe+JC. (5lXJ) 477-9703 +'i"C]D- (509) 324-3166
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JAN-08-2003 o8:45 INDEPENDEN~ HOME DESIGNS P.05
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TC]TAL P.05
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+G`ity of Spoka~~ Valley
Buildiiig Dept
Receipt
Receapt 1Vumber: 3750 Cuslorner Nunzher
Pr
2jects
Misceilaneous Iterets
Crade DesctiDtfon C1tv Price: ` ..,4rixount . Tax PAID
GOF'IE5 GOF'EE5 29. D.15D'1 COFPIES --4,35 0.00 4 35
Totals; 4.3:5
Tatal ,t~AID: $4-35
Tender
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Acctr;=~~ ~ °-`Ifalance- CC1Vlir-•,,.~~~.: - -E~%Date, TENDERED
Gash - ' • - _ - _ _ ; _ .
5.00
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Total TEtVDERED: 5.00
Uver I (ShQtt) $0.00
CTiange $0-65
Notes:
Tran Date/ Time: 1210912005 $:OU 52 AM
By: KJI{Uf,TZ
.Lognn User: bldgde5k
Station: C}C SVO01715
Override By:
Printed: 12109120058:00.59 AM Puge J ajJ
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INLANQ PRCIFIC ENGINEERING, INC.
SPQKANE • +COEIJR D'ALENE
May 5, 1999
LPE #93029
Spakane County Engineers
Engineering Development SeTVices
1026 W. Broadway Ave.
Spokane, WA 99260-{] 1 7[}
Attn: Doug Busko, P.E.
Re: Shelley Lake 2°'d Addition (P-1750-94)
5treet and 5tvrm Drainage final submittal
Dear Dvug.
The follvwing iterns have been xncluded in the submittal package presented far yvur acceptance
of the above referenced project:
■ Twv mylar plan sets, signed by the spansor, and stamped, signed and dated by the
Prvj ect Engineer, Tvdd Whipple, P.E.
■ Z capies of the lrat plans that lhave been modified.
■ Two copies of the Drainage repart, which irrclwdes a Basin Map with topagraphic
data, prvpvsed drainage features, basin boundaries and Time of Concentration
routes clearly marlced. The basin rriap bears the required Certification Statement
and is stamped, signed and dated by Todd Whipple, P.E..
■ An inspection agreement required with the approval of the I]esign Deviatian for
the priuate road radii, signed by the sponsor and Bnace Hovvard of STI, our
inspectian subsir3iary.
■ Legal descriptians for the offsite sewer and water easements for 5helley Lake
Lane and 9"' Lane, far the offsite starin drainage easement adj acent tv the westerly
margin of Rotchford Drive, and for the ternporary drainage and tum around
easernent sautherly and westerly of Shelley Lake 2nl Additian, alang with an
exhibit o£ a1l easeinents. .
n Arevised copy of the v►feighted "C„ calculation for the tempvrary pond. Please
discard the ane previausly submitCed, as it did not match the rest of the
calculations.
J lP]acrirr:enis1990291su62 707 West 7ah + 5uite 240
5pokane, Ih+A 99204
509-458-6840 • FAx- 509-458-6844
~
Spokane County Engineers
May 5, 1999
page 2
Ifyau have any questions ar cQncerns regarding this submittal, please call our office at 458-
6$44. Thank you.
Sincerely,
INLAND PACIF[C ENGINEERTNG C[7MFANY
~~.~•L~
susan Murpny, E.I.T.
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J If3acirmenrs1990291sutr2
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INLAND PACIFIc ENGINEERING, INC.
SPDKANE COEUR D`ALENE
Apri 1 16, 1999
'
IPE #s9029
5pokane county Erigineers
Engineering T)evelapment Services '
1026 W. $rvadway A9we.
Spokane, WA 99260-0170
Attn: Daug Busko, P.E.
Re: SheHey Lake 2 "d Additian (Pc1750-94)
Street aad Storm Drainage submittal
Bear Doug:
The fvllowing items have been included in the submittal package presented for yaur review and
acceptance of the above referenced project:
■ A cvmpleted submittal checklist.
■ Two bond copies of the pian set, signed by the spansar, and statnped, signed and
dated by the Project Engineer, Todd WhippIe, P.E.
• 2 cvpies of lot plans far all residential lot ponds.
• We request an extension a£ the existing pavement sectivn far the private raads and
for Rotchfard Dnve. Svil classifications wi11 he pravided by Wednesday, April
21, 1999 to canfirm that the soil type rernains the sa.rne in the 2°d addition.
■ Two cvpies of the Drainage repart, which includes aBasin Map with topagraphic
data, propased drainage features, basin houndaries and Time n£ Concenfiration .
routes clearly marked. The basin map bears the requireti Cer-tification Staternent
and is stamped, signed and dated by Tadd Whipple, P.E..
~
■ Fire District approval.
• An inspectivn agreeriaent required wrth the apprvval of the Design Deviatian for
the pri Vate rvad radii will be signed by the spansor and submitted within a week.
Buster Heitman is the spansor, and is ot2t of town until April 19th.
■ Legal descriptians for the sewer and water extensions and the offsite pand an
Central Valley SchoQl District's property are encposed vvith exhibits. Praof of
Qwrzership for the Shelley Lake site is enclosed.
.f tI]ocumentsl990291subl 707 l+Vest 7th . Suite 200
~ 5po&ane, 411,h 93204
509-458-6840 • FAx- 509-458-6844
~
, ~Spotcane Cvunty
April 16, 1999
Page 2
■ Appraved Design Deviativns are enclosed
■ A sigfit distance exhrbit is enelosed per the Conditians of ApprovaL
Zf you have any questions or concerns regarding thys submittal, please call our office at 458-
6$40 Thank you
Sincerely,
~~LANA PACIFIC ENGZNEERING COMPANY
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Susan Murphy, E.I.T.
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cc: file
r Wo~urnenrst$90294ubr
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S CITI' O~
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NWley 11707 E Sprague Ave 5uite 106 • Spokane Valiey WA 99206
509.921.1000 ♦ Fax: 509.921.1008 ♦ cityhall(Vspokaneval[ey.org
~
T?ecember 5, 2005
Tnhn Saywers, P.E.
Saywers Engineering
327 W. 8h Avenue, Suite 240
Spakane, VVA 99204
Re: 5he11ey Lake 2"d Addition (PE-175fl)
Corastruction Cectificatian
.lohn,
Pu.bTic VVvrks received arzd revievved your certification package for 5helley Lake 2"$
Additinn. Based on our review, vve are una.ble to accept tbe r,ertif4catian until the
following items are addressed:
l. The swale lacated at the intersectian af Shelley Lake Lane and Galway sha1T be
flaod tested.
2. Concrete cylinder break 'rnf'vrmation is xnissing from Ju1y 15, 1999, July 19, 1949,
and May 15, 200 1.
3. Curb and gutter compact.ion testing is missing fiom Apri1 13, 24[) I.
4. Failing tests were indieated and nat retested fvr May, 2, 2001.
5. The May 3, 200l Daily repatt indicates cvrtapactaon tests results were not
conducted,
6. Yaur pand revisivn repart indicat.es dxywell depths gceater than 6". The Spc►kane
Valley's Storinwater flrdinance is based an a treatxnent depth of 6". The changes
to the ponds are accepted with the devxation from the standaxd for this project
anly. Future stDrmwater designs utilizing the Storinwater Ordinance sha11 be
designed using the G" treatment depth.
7. Updated calculations were nvf submitted fvr the possible cbanges to 1he bQwsteing
siz'rng.
- If you have any questions, please-cvntact me at 6$8-0X74.
Sincerely,
Pd~4kell, P.E.
Develvpment Engineer
cc: Rvbert Heitrnan - Frvject Applicant
Comrnunity Development Planning Uivisim~
~ qwtmemof i~l~.vr.~s~De.v~me~t~Proa:e.~t.Eil
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Subimittal Checkiist .
` fvr Road & Drainage P'rojects in Spokane +County - PTatslShort Plats, .
Thrs SuhmlttaI Checkl)st rs ta be eainpleted and srgned 6y rhe 5pansar's Engrneer, and anclua'ed waeh ecrl~h`~alur~
submitla~d _rnto 1he .5'pakane County L'ngrneers,0,}~frce t_~f, lhas~fo,rm rs rzot fully comp~'ete~' and srtne~`dj'~do~ridt~
~w
s"ubrnit'Ftans a„d carcura(;ans to spokane CQUnty fpr revtew rand crcceptance. Inccrmpdete-suhrrir;~tals~'r!'1'~be~
reczsrned'and wtll eause unnecessary delays f4r your clrerit...~;, .y,_,.y YPrQ,p~t 1V~me. ` r/ / G.C~r ~ ~ - r~~Y~r~ 5 • . ,
~~l f y - L ~ ' ~ ~ p~~nd: f
S06kane.Cvunty , , Ny-~~.-~` i -
~ Project 1Vo. - Date: y` • .
. ` , . . ! T's2~fe'" t i?•r _ .`-r
Proj_ec[,,Engineer_ ,~.~~~i~p.~/ ~ • ° Phane:
` ` • - - • . V==~•- - ~
Praj_ect S'ponsor -7
PEzcane-.~ -2I~~~~~`
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Prio,r;~~o, Sub'rruttal of Road and Llrainage Pdans, the followtng event., are to have already accurred~~~; n~
~ A `
_{l3}''Checkiytg 'each -itein"off shown beloiv, you are staFrng khat yau:hcive uerafred these event.,~f/items hcrus be'en~com leted.
, • ~ _ • ;
. . • '~r r~ . _ - -
~ a,~~~Adgption a~~ Hearin~ Examiner'S ReAOrt fvv,this I04.9 plat, vr a PtanniugRapprt for this:s;hort nIa.~;~~~w^
° ltaleast'" ~ has ~ d"v~iithCoun
~ zone P_re-~iesign Nleeti~i been ~i t N- - tY sttaff at the Engir~eers
~A Aa 4greement to Pa Fees" has.b ~~by
eer~ si , ; - • - - Y _ gu the project sponsar, and°su,6mitte.d•to•t~ie-~,
= . ~ng~~rs O~cs. Co~nt~~~~~ - . . . • .
-
-AIePannelir.ation P1 i - • .
. an (e g. signing and scrp:ing.pdan) ' of public rvadway improvements,'
~as}ieeiCZaor+dlna.ted and d.iscussed with #he Caunty Enguxeers [J~'ic~e.
- - - . .
B. Rvad and Arainage Pian 5ubrnittal •
The- Atems listed beiaw are to be provided a,s -a mxna.mum rvitti a raad and drainage plaat subnutkal. Ad~.66i4al .
i..nforniation. may be required to demanstrate -ihat the plans meet,all applicable staJidards. -
- fBw checking "ye,s" fQr each rcem shcr}vn belaw; you ara ver-~rr~g;fh'irt °,~hese ftems hrnve• 6een completed and are~olir"clii~ied .
_ R,... -
1n ,ihrs stibinifif[rl For ariy 6ox clrecked "~r/a", ~a wrrfren,;Justrfrcalron v}' any omissr'ans at che end af this4's,e;ctrori".rs
requrre,d J .
r
' IteIIY DeSCt'IptIQI7 , ~ _ ~ - ~ , • . ~ • ~ .y,es. ~ : - Road-and dra.inage plans, two pri~t sefis~,,(~er t i~ratioi~'statte - - ,
~ . ~ ment oa-cc~ver•of plans}' . . -
' f.~.~ ~ ,
Yes ~a ~On~-'set- o£ plans on 24 x 3 6', mylarAmedia;~*iai~f ~AD 'elec#roIIic fiie .D'WG or DXF• forinat
0.Yes -'Each'PIan Sheet af record is siga-~,~aiid;datei~ by=[he pr6je.ct sponsvr.. - -
JOL YeS , Th6 road and dra' e design,in€~`ts°th~e~r ' ` tsraf . -
trequiremen ~ `State Taw; .V~'Ac 196-27'
re;g~diiag R
- conforcnity with accepteii standards ; R~ti ~s;= tha- design reflects` the "state of-the practice" -
_ 'for the proposed concept:
The pi~~~ Draittae Lu
---g R,eRp~ b~~~p~s:) Yand any Father ca9culataons are stamped, sigzied,
- : - anc! dated by an er~g'sneer•ticerised.°in;the=:State`nf Washin
. gtto -n:f, ' , S
Xyes~- = C] nla Drauiage Repvrt, two sets, To'''u'iclude~ i6siri nna
a, . p(s), tune crF ccncentration -routes in bisin
map, and Certificatton stateinent ori cover af reioort and basin man.
nla Gevtechnical Report, ane set (Includeafl-so,il ,test pit(boring logs,}
. . ~1 yes_ t ;.f4,nla Stnictural Paveinent Calculatrons, ❑ne seC _ •
Ye~. nla Cross-sPo}ac grade calculafiotis for.raad Moeniiig projects
° . ,
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Item Description
❑ yes -)(nla Iviaintenazice Manual ajad Sinlcung Fuad raiculafiians for draiaaage facilitres located outside of
Cvunty road rinhht-of-way
;k yes 0 n]a Wntten explanation of whofwhat entity Nvill be respansible for maintaimng drainage aeilrttes
whictx are lacated out.side o£ pubLic raad right-of way, and that the plan is acceptable to the
County Engineers Office
~ yes ❑ nla Chamelization Plan, or signing and striping infarnation provided in the road p1ans. Tra 6e
inciuded in road arxd drainage plan set.
~ Yes ❑ nl'a I have read the Hearing Examiner's Report (long pEat), or Planning Dept. Findmgs aind
Condifiions (short plat), for this pxaject. The design meets the condiCiQns in Ehe report.
~ Yes 0 nfa Copy o£Apprvved ❑esign Uevi4tivns.
19--yes ❑n/a Fire Distsict ApproVal, fvr privat.e roads. .
X yes 0 nla Lot Pians. Required £or any Ints with drainage easements and which fronC a public road, or
for 16ts which reeeive and treat rcinoff fram apublsc right-of-way-
0 yes ~3yn1a Any applicable State and Federal permits have been o6tained. (i eflPA, JARPA; etc.} •For
Pernuts with cflnditaons, acQpy vf the permit and canditians are uzcluded mAe3 plan
submittal. _
~k yes (Wnla Inspec[ian Agreernent betveen the sponsor a.nd its engineer. `
?K-yes ❑ nla For off-site easements te be grauteci to Spokane County, Che followzng items shall be
incltided: legai description, exhibit, aud proof of ownership. "
yes 0 nla Erosian Cantrol Plan, reqraired for "Majar Land-Distiurbing Acfiivity." 'I'Q be incfuded in the
road and drainge pian set.
Explanatian for any ifiems Listed ,abave w}uch are not included ui t}us submattal: (Note: an insuff'icient justification a£why an item was not include.d in the submitted, ar incomplete dacumerits, xnay rmlt
in the submittal being netuaned without review car withnut acceptance.' ProUide attaehments if necessary.)
By sigmng beIow, the eagineer is stating that the information provided in the subrruttai isZamplete, that the
_ inf'armativn prorrided irt the Submr raf Checkla accu~`ate, and the plans and calcuiations are in aGCOrdance with
T3~e Spokans County Starzdar for Ro d Sewer Cara.struction, ancE the ~idelanes for ~'farm~s+crter
1l~lanagement, except where an proved es" e►ri on allo ot~aenvise. ~
Engineer's Signatu Date:
s Engixleer's Natne: ' .
If there are any questiQrzr about this f'ortn or appropricrte pracedures, please ca1! Develraprnent SerWces,
z Spokarte Counry Pu62ic Warks, at (509) 456-3600. - '
Far Spvkane County [Tse OnIy -
5ubrnittat No: County Plan Re`riewer:
• :~.w~a_ _ , .
Accepted in for Review or Constructian '
❑ Returned Co tkae engineer wnthout review andlor acceptance, 5ee at#ached lettcr of explanaCian.
~rocessing I7ate:
Sahnuttal Cltecldis[ ~ .
So6kzine CountyPublic WQrks, Apn1 29, 1998 ~
Pre-Uesign Meeting Nates
Spakane Cvunty Engineers Office
pt-f _-1) z Prcrject Number:
Project Na.me
Araject SponsQr.
Sponsor's Engineer
Design
Firm' Engineer \Y6,-zz54 ,0
Nfleeting Date Meeting Time. YO_ ~
Counxy Sfiaff Present at Meeting
C}ther Meeting Attendees
nainclrepresentiiig namcfrcprescntit5g
namdtepresenting nainelrepresentiiig
The Following Items need to be DisGUSsed wl the Design Engineer
General items
1 a List certain special requirements listed tn the Conditians af ApprovaE, E1S, ac MQNS Thts ts
flOt an 7l1-lI1CIu51Ve 115t The Engineer and Spansor is responsible fcar adhering tca all CondrtiQns and
design criteria
description reFerence
descriptioii ~~~►~.3~ t~~~-~7 rc£crencc
. C . 3c.
dcscnptiern refcrcncc
. descriptivfi refercnce
1b Daes the Engineer haue a capy of the ~Exa~niner'slSta.~' ~Conditit~ns caf Approvala 0
~
2. Tnclude 5tandard Plan notes in the Itoad and Qrainage Plan5
~
Pre-Design Meeling Notcs for Project: Page 2
Spokane CauvlYy T'ublic Works
Road FTans
1 Road Classifications and Design Criteria
~
# i ! #2 #3 ##4
~.:~,.~~`z
Street Name ~ 1,3 • ~ LA.~'~
Classificatirrn 7 BW~.~._
Roadway 'VVidth, W -zC9
1Vlinimum right-Qf-way width
SCe ngte (1) ' ~'~"3 ~ ` ~-~L
IVlin ~'Iariz Cuive wl s►.~per ,3~c> ` 5.r4
Min. Hariz Cunre wla super I;Z.5D ! •
General Land SlapelTerrain
_ ~ s.~4i- ~ _ 0
[]esign Speed, mph 7 -C:;'
Curb Type & Clear Zane ~
(5ee SeC 3 15) Sidewalk required7 (Yeslna)
r
Nate (1) Additional right-of way rnay be given by the 5ponscar, ~
Dtscussian
2 According to the Design Engineer, what 'rs the ma.ximum number af units wh;tch wiii have
access frQm a single roadvvay7 OL-1- .What is the max allowed per Sec 103?
3 NTinimum intersection spacing is 300° for along a Principal ar Minor Arterial (per Sec. 304),
and 150' far aColleetor or Local Access street VVhat spacing is praVided far thi s project?
Pre-Dcsign Mocting Notes for Pro,eCt: Page 3
Spokanc Couitty Public `Norks
4 A.re any ofF site slvpe easernents need'ed, ear off-site right-of-way acquisitivns needed? If so,
describe
.~I&AJE--_ .rT.v,, c... ;:t1..4,. 4-- t%
5 What type af taarn-a.raunds are needed? (v.e cul-de-sac, hammerhead, etc )
Street Naine Tum-around Type Lacation
6, Road 5urfacing Requirements (Sec 3 ls)
a) What rnethvd in determining road surFacing requiretnents daes the Design, Engineer propose
xo use (i eAASHTQ Design Method, Cvunty thickness tahle, or other)9
b) Provide the Uesign Engr a copy afthe Soil Sample Pracedures, Design Report Format &
Alternate Pauement Design Table
7 ❑ves the Engirieer plan +on applying for any Besign I7eviativns? Tf'so, briefly descrihe belvw
Flease note that approval 6F a11 I)e5igra Geviaxion's must be ahtained privr tv canstruction
plan subm,ittal
~ • ~j
~~5.~~~ ~ ~1~+ sL»(.~. L~ Z"-.). !erx l~~ ~
Starm L3rainage
1. F3a5in Map
a} Did the Design Engineer bring to the meeting a basin map? if so, daes the basin
map shaw topography and sufficient anforination ta be usefu[? s=~-5
b} Does tfie hasin map tiepict any canfiributing off=sita runQff flowing antD the praperty? s-_~_-s
Does it appear ta be correct,`i If nat, explain,
c} Js a site visit needed to uerify fihe basin limits? Schedule far
{Note Gancurrence with County Engineer's on basLn 1imits is rcquircd pnar to plan submittal }
2 1s the sLte 1vcated within the Aquifer SensLt9Ve Area (ASA)? Z4,;~I~t2 What type of vuater
quality treatmant is proposed by the I3esign Engineer?
Pre-Design Meeling Notcs for Prnject Pagc 4
Spakane Catinty Publrc Warks
3. What su6surface irhvestigations, if any, are needed with this project to make sure the
praposed dispasal prvicess wa~l funct~on as planned.
c s~~ ~r~ ~1~-~-~C • 4 Are there downstrearn conditions which will afFect the design of dra9nage facilities If sv
describe possible mitigatiue measures
5. Is rrraintenance access pravided ta each GI A swa9e vr drainage pond? lf there is something
unusuai, what requirements were given ta the L3esign Engr'1
'7 ~_5 .
6 What does the DeVe➢operlEngr propose for providxng fQr perpetual maintenance afthe
drainage facilities? Please briefly describe proposed inechanism, and what is needed ta
accamplish this
7a. What Design Starm(s) should be used in the cvurse af analysis (i e10-yr, 50-yr, etc
T:Ir~~►A.• .
~+'p - • - 5!'.~ C~
c~~
7b Is a I7etention ar Retention system prQposed? Please describe
."J~.
8 Are Erosian ContrQ1 Measures required with thrs project? 1f so, briefly describe applicable
re uirements,
9 ls asecond pre-Design Meeting needed? /(It>
.
Pre-Qesign Meeting Itiloces fvr Frvject• Pagc S
S,pokane County Pub1ic Warks
List of Dvcuments Provided ta the 5pansor's Engineer
a) .
}a)
C}
d}
e)
Arry easements nezded rautsad~.~ of 1he pltr1 1 ourtdary, fgr drarncrgG or other, crre to be acqr,rrred, prior
to raacl arrd drarticr,~e plcrrr suhmrttal. l'hc Spoirsor• or Spot7.sor's Errgrneer shcrll proiride sc:paradely
a l,egal de.ccriptian and T'rtlG Commrlrnerit (or srnaalar proof of nwnershrp) n, fthe ~rf,~'ected par•cel(r)
fvr propcr.sed easemerrds.
The Sirbtniltcrl Checkdrst, complcted ancl, sagr~ed hy 1he ~.Spoizsor's Etigrneer, shall be prrvrded wiih
each ptcrn szrbrrtrllal.
lVote. 1'ravide a cnpy u_f tlzis completerl docunaent to the I)esign E'ngineer ut tdze erad af the pre-
rlesegn meeting,
filename PreUeszgn meeung
~ ' ~ -
Sagwert
Encjineefing
327 W 8' Aue, Suite 202
4A 5pokane, WA 99204
{509} 744-0300
(509) 744-0304 fax [E [E ~
i..~e
~
~ DCC 19 200~J
DeCeR'1~7ef 5, 2005
Sa1"1[jlc9 RaSkElF, P.E. ~ ~ WOES
city of spokane valley
11707 E. Sprague Ave.
Suite 1 06
5pakane lAalley, WA 99206
RE: 5helley Lake 2"d Adldition (PE-1750) +Constructivn Certifrcativn.
Sandra,
1Ne have received your cvmments on vur certificatian package and would like to
address your comments wi#h this letter.
1. The swafe docated at the rntersectron +of 5hedley Lake Lane and GaPway
sha11 be flood tesfed.
This pond was repaired and agravel sump afang wrth a smaJl settling
pQna to errmrnare future por,d fa►rures. I wi#nessed this pvnd drain
cvmpletely wrfhr'n 24 hours and inspecte+d the pond performance
every weelr far approxirrrately 6 weeks before the snow fefl. Ther+e
were several days vf inten$e rain. The pvnd performed as designed
and an additivnral flvQd tesx shvuld not be requrred Addrtronafly fhe
build out nf areas contrrhuting to this gand wiJl eliminate srits that
haYe been aproalem rn the past.
2 Concrefe cylrnder hreak infvrrnafron r's missing from July 75, 7999, July 99,
7999 and May 15, 2001. See Address 2 thrdrugh 5belaw.
3. Curia and gutfer com,pacttQn testing is mrssrng ft'vm April 13, 20[]9. 5ee
Address 2 through 5 helow,
4. Failing fes# were irrdicated and not retested fQr May 2, 2001. See
Address 2 thraugh 5 below,
5. The May 3, 2001 darly repert indicates campactron test results were nvf
conducfed.
We-are addressireg comments 2 through 5 here; we ernderstand the
issues with the missing data and afFer this explanation. The data
that was aVailable came frorn acomparry "5TI Narthvvest" which has
~
been sold for the second time since the project was camstructed and
has also miaved Iacativns. We searcfaed every bvx vf paper the
campany had a►►ailable and were Very pleased to find the dsta
presented. Although the cer#ificatian package has the missing data
as stated abvve in comments 2 thraugh 5 the infvrmation that we Faave shaws the project was inspected r►ery closely. Additivnally v++e
haVe a praject tha# has been cvnstructed frdm 1999 to 2001, and the
performance of the areas that had ei4her a failing test result or
missing test results has perfvrmed as designed and should he
accepted.
6. Your pand revrsivn reporf indicafes drywe!l depfhs greafer than 6-in. The
Spakane Valley's 5tormwarer Qrdinance is based ort a treatmenf de,pfh o#
fi-in. The changes tca the pvnds are accepted wr#h fhe de+viation frrm the
starrdard for this project vnly. Fu#ure starmwafer designs utrJizing the
Stormwafer Or+dinance shall be des►gned using fhe 6-in freatrnent de,pth.
Idvted, we will use a maximum depth of fi-in far treakment in all future
ptoj+ects.
7. [Jpdated calculafrans were not submrtted for fhe possibfe changes to the
bawstring srzrng.
Bowstring calculatians haVe been prvVided via fax an Decemher 13,
2005.
Thank you for reviewing Qur submittal and feel free to call us regarding our
responses ta your questipns.
Sin -e9y,
. Aar
John F. Saywers, P.E.
Saywers Engineering
,%Y.,12 Q5 05:21p John 5a~jwers (509) 744-0302 p.1
%%N
Saliwers
Engineet1ng
327 W 811 Ave, Suite 202 ~
j , Spakane.VltA 99204
(509} 744-03100
(503) 744~0304 iaf 0~~' 13 2005
P
U ~ ~ IC Wt.:JRK
To: Sandra Ftaskell, PE From: Gianna Adams
Fax: 921-1008 PagES: 6
Phaner_ 688-0174 Date: 1211212005
Re: - Sheiley Lake 2'" Bowstrings CC:
fl Ilrgent 0 Fvr IReview ❑ Ptease Canf+merat C7 Please Reply 0 PFease Recycle
s Comrnentse •
Sartdra, here are the bowstnng reparts that you asked for on 5helley Lake 2"d Ac#diEicrn
Feel free fa cpntact us if there as anythong further that you need
5ir,cereiy,
Gdarlfka Adc11Tt5, EIT
, Dec,12 ❑5 05:21P Jvhn Ss~jwers (5091 744-0302 p.2
Saijwecr
- EngiAeering
4A(5,09) 327 w0°i Ave, surte 240
5p6kane, WA 99204
(503) 74~.1-p300
DL.C{:!'ilbez 12. 2~]~~ 7440302 fax
C1Ly Sp[}kcITJC Wc7l]Ey
11 707 1S SpJ'Gigt..PL' AWeIILi~
SpClkaIlE Va11ey, WA 99206 Atin: Sandra Raskell, 1'.F
Re: ShelIe;y Lake 2"d Adrlttiou
Dear Sa.racfra:
In response to yuur lcttcr of T1ececnber 5, 2005, we haN~e rum #he bnwstring ealculations on thc ponds in
Shcllcy Lake 2"1 Addition ifl e.nsure ihat they wili cnnti«ue to func:taon as dcsigned. T'he reports are
attached and the results arc sucnmariLed bclONY.
I'able 1. Sum;nary
~ I3asin ~ VnBume Required (ft') ~ Valumc Provided (ft')
~
N A E 95$ ~ 2,152 j
B 1;376 r 1;924
T] 331 ~ 1,134
~ E ~ y77 ~ 1,354 ~
Fce:l free tn eonCact us i# there are any oihcr qucstions lhat need tn be addresscd.
Sincerely:
Ca iancia Adams, F-IT
Desagn .Giiginecr
~
~
n
PF_AK FLaW CFILCLILATIO119 PRI7.IECT. Shelley Lake 2nd Add'Itlan BCIWSTRING MEdHQD PRC).1ECT. 5helley i.ake 2nd AddiUors
10-YeaT DBSign StvTm ❑ETENTI[7N BA51Pf DE5lGN 6ASIN- A m
❑ESIGNER GLA
$A51tV A {]ATE- 72-Dec-L15 ~
Tat Area 94,050 5F 2 16 Acres 0
~
Irnp Area 31,624 SF C= 09 7ime Increment {min} 5
Penr. Area 52,486 SF C= 0.95 Time af Conc. (min) gA$ ri
Wt C= 0$0 ❑IlIfl6W (CfS) 1 ~
' IQeSigrr Year Ffotiv 10
CASE 1 Area (acres) 2 96
fmperv{ous Av'ea (sq #t) 31,624 76 ft, C}verland Fiow 'C' Factvr 0 40 ~
Area ' C D 868 :r
CR = G 15 Treatment Area 17,625 ~
L = 76 Ft
ua
n v ❑.4Q Time Tirne Pnc intens. Q C]eaei Vvl fn Wef,C1u! 5tarage ~
S= 00300 (min) [sec] [in,+F3r] (Gfs) (cu ff) {cu ft) [cu #t)
~
9.18 551 2 35 1508 ~ 551 ~ 958 ~
7c = 3,33 min , by Equatzan 3-2 af Guidehnes U)
5 300 3 1 S 2.76 9149 300 849
70{} fi GuttEr fl❑w 70 600 224 1.95 1532 6[}0 932
15 940 176 1.52 1657 5[]4 757
Z1 = 500 For 72 20 1200 1 45 136 1751 1200 551
Z2 = 1 0 Type B= 7 0 25 15013 1.23 1.07 1807 1500 301
n= 0016 Rofled = 3.5 30 1800 7.45 091 1892 1800 12
5= 0.0100 35 2100 0.91 0 79 1809 2100 -291
40 2400 (}_81 0.70 1819 2400 -581
d= 02000 ft. Flc,w Width 1b.0 fl 45 2700 0.74 0.64 1853 2700 -847
Stl 34[][} 0.69 0.60 1907 3(}00 • 10g3
35 3300 0 65 4.55 1385 3300 •1335
A R 0 Tc To io[al I Qc bD 3600 0.61 053 2019 3600 •1581 Lri
1 D2 0 10 2.D4 5 85 9.1 B 2 35 `2.p4 E5 3900 {].58 0.51 2075 3900 -1825 CD
70 4200 0.56 049 2150 4200 -2054 'r
Qpeak far Case 1= 2.04 cfs 75 4500 0.55 0.48 2255 45(}0 -2244 .0
80 4840 0.55 Q8 2378 4804 -2422 J'
85 5104 0 53 0 46 2454 5300 -2646 ~
P
90 5404 050 0.43 2474 54(]4 -2986 0
GASE 2 95 5700 045 0.39 2309 5700 -3391 ~
10Q 6000 049 0 43 2638 80t7o -3364
n~
Case Z assvmes aTirrze vi Concenlraiion PeSS than 5 mEnutes so that the
peak ftvw = 90(Tc=5 infensity)(Imp, Area) - 2 0$ cfs "Q5-013" TFtEA7MENT REQUIREMEMTS
' Minimum "05-093" Vniume Required 458 cu Ft
Provided Treatment llalume 618 cw ft
Sa, lhe Peak flrnv gor the Basin is the greater QF the two flaavs, DRYWELL REQBSIREMENTS - 113 YEAFt aEStGN 5TORM
2.08 cFs Maximum Storage Required by Sowstnng 956 cu Ft
~
Provfded 5torage ►Jafume 2,152 Cu ft .
Number and Type flf C)ryvaells Required 0 5ingle
1 Double
r~
m
. ~
PEAK FLC3W GALCULATIC)N PFiQJECT- 5helfey Lake 2nd Additlon BOWSTRING METFiI3D PROJECT: 5helley Lake 2nd Additian '
10-Year Design StosFn DETENTION BASIN QESIGN BASIN B ru
DE5IGNER, GLA
BASiIV.6 , QA7E- 72-f1ecPD5 ~
Tot. Area 227,266 SF 5 68 Acres 0
cn
Imp. Area 19,689 SF C= 09 Time Increment (min) 5 „
Perv. Area 201,597 SF C= Q 15 Time of Conc (min) 9,70
~
W# C = 022 [3utflow {cfs} 1
Clesign Year Fiow 70
CASE 1 Area {acres} 508
im,perviaus Area (sq ft) 79,689
680 f. Dverfand FfQw 'C Facivr 022 ~
~
Area' C 1.101 ~
Gt = 015 Treatrrasnt Area 14,256 :3
L = 580 R ~ tn
n - 0~40 -rime Time Prsc. Intens. 0 Devei VoI In Val (]ut Starage al
5= 0.1000 (min) [sec) {inlhr) {eFs) [cu fl] (eu ft) 4au ft) U
E
9.70 582 228 2 51 1958 582 1376 Tc ~ 8 65 min „ by F-Guafian 3-2 of Guidehnes
~n
5 304 3.58 3.50 1406 300 1105
200 fS. Gurier fl4w 10 6D[} 2 24 2 97 1969 600 1369
75 900 1.76 193 2121 900 9221
Z1 = 500 For Z2 24 1200 145 1 E6 2237 1200 1037
Z2 = 1 4 Type 8 = 90 25 '1500 1.23 1.35 2297 1500 797
n = 0018 Rolied = 3 5 30 i8aL1 1.05 1 Jfi 2309 1800 509
S ? 0.0300 35 2100 091 100 2304 2100 204
40 2400 081 0.89 2315 2400 -85
d= 01750 fl. Ftow Widlh 8.E3 ft 45 2700 0.74 0$1 2358 2700 -342
54 3000 069 076 2425 3000 -575
55 33[]0 ❑ fi5 0.71 2499 3300 -841 ^
A R Q Tc To total I QC 60 3500 0,61 0.$6 2557 3E00 -1033 Ln
0
0.73 009 251 1.05 9.70 218 2.51 ~ 65 3980 0.58 064 2638 3904 -3 2fi2
lQ 4200 056 0.62 2732 4204 -1468
Qpeak tar Case 1= 2.51 cfs 75 450D 055 0.69 2867 4500 -1633 ,.a
80 4840 0.55 0.60 3021 4800 -1779 ~
85 5100 0,53 0 59 3137 5100 -9983 ~
90 5440 0.50 055 3065 5400 -2335 ~
CASE 2 95 570[] 0.45 5D 2932 5706 •2768 ~
100 fi~70Q ~F 49 0 54 3347 6006 •2t'x53 ~
Gase 2 assumes aTime vf Canceretration less than 5 minules so that the
peak Row ='90{Tc=5 iniensity}{Pmp. Area} = 1,29 cfs "QS-013" TREATMEN7 RECIUIREAAEN"P5
Mmimum "05-013" Vvlume ftequired 371 eu R
Prouided 7reatment Volume 472 cu ft
50, the Peak [low far the Baain os the greater oF the twa flows, ORYVIIELL REQUIREMEIEfTS - 14 YEAR DESIGfV 5TC3RM
2•61 cfs Maximum Stvrage Required by 8nwatring 1,37E caa Ft ~
Prvvided Storags 1Aalume 1,924 cai tt •
Number and 1'ype of Orywefls Required 4 Single ~
1 Douhle
~
fD
n
PF-AK FLOW GAL.Cf1LA71ON PROJEcT- Sheffey Lake 2nd Addffion Bf]WSTRItZ METHC3D PROJECT 5helley Lake 2nd Addrfion
10•Year Deslgn '5torn pETENfiION BA51N DE51GN BASIN, p N
❑E51GNER GIA. a
8R51N- Cl ❑ATE. 12-Qec-05 U1
Tot Area 57,0E3 5F 7 31 Acres 0
Ln
Imp Area 17,2t36 5F - C= 4 9 Time Incrernent (rnin) 5 . R)
Perv Area 39,857 SF Ca 015 Time qf Conc, (min) 515 Wt. C= 098 Outflodv 4cfsy 1
❑esign Year Flgw 10
CASE 1 F1rea (aeres) 1 31
f mpe rvtvus Area (sq ft) 17,206 ~
23 it Overland FFow 'C` Factnr 0.38 ~
Area * C 0493 T
CR = 4.15 Treatment Area 8,393
_ 23 fl.
n ° 040 1'ame Time Inc Intens. QDevef. Vvl.ln VQI,Qut Storage ~
5= 0.4200 (min) isecl UnIhrI fefsj (ou ft) {cu fit~ {cu ft) ~
5 15 309 3 14 fi 55 640 309 331 fD
~
7c = 1.94 min., by Equativn 9-2 0f Guide'hnes Ln
5 300 316 1.57 529 300 329
480 ft. Gutter florna 10 600 2.24 9.10 779 600 179
15 900 7.76 0.86 869 900 -31
Zi = 50 0 Fvr Z2 20 1200 1.45 4.72 935 1240 -265
Z2 = 1 Q 7y+pe 1.0 25 1560 1.23 0.61 972 1500 -528
n= 0016 RoIled =3.5 36 1800 1.05 0.52 385 1800 -815
• 5= 0.0200 35 2100 0_91 0.45 990 2100 -1 190
40 2440 0.81 C}.44 599 2400 -14(]1
d= 0.1585 {t. Flow Widfh• 7 9fi. 45 27{}0 074 0.36 laaa 2704 -9878
50 30[}[] 0.69 0.34 1054 3004 -1946
55 3300 0.55 0.32 1089 3304 -2211 ~
R R Q 1fc TC tvtal I C7c fifl 3600 063 0.34 7121 3600 -2479 ~
06+7 0,08 1.55 331 5.15 3.14 1 55 65 3900 058 0 29 1154 3900 -2746 ~
70 4200 4 56 0.28 1197 4200 -3403 ~
Qpeak fflr Case 1= 155 cfs 75 4500 0.55 0.27 1258 4500 -3242 ~.7
80 4800 0.55 017 1327 4840 -3473
85 5100 47 53 026 1371 5100 -3729 ~
. 90 w[] 050 025 1349 5400 -4051 ~
CASE 2 95 5700 045 D 22 1292 5700 -4408 w
C]
900 6000 0,49 24 1475 fiOLlD -4525 W
Case 2 assumes a Tirne af Cencenlratton less fhan 5 rndnutes so that the
peafs flQw =,9U(Tc=5 infensify](Imp Area) = 1.13 cfs "05-013" 1"REATMENd' REQl71RF-MENTS
Minimum "05-013" VOlume Required 218 cu ft
Pr❑vided Treatmen! Uolume 374 Cu R
5Q, «Peak flaw tar ihe Basin is fhe greater flf the tvvm flaws, QRYWELL REQLlIREMENFS - 10 YEAR aE51GN 5`I'OFiflA
1,66 cfs Maximum 5tvrage Required by BewstrFng 331 cr ft ~
Prauided 5tarage!lQlurna 1,134 cu ft •
NumbQr and Type af Qrywe[IS Required U Single cli
1 DQUble
d
+o
n
PEA4C FLOW CALCLJLATfON PROJECT Shelley Lake Znd Addi##btt 9O1fU5TR1NG ME7N9D PRDJECT. Shefley Lake Znd AddiGon
90-Year b@Stgli StDr11t l7E7'ENTIOId BA51N DESIGN SASIN' E ~
OESIGNER: GLA p
BR$IN: E DATE: 12-Qec-05 Lrl
❑
Tal Area 97,139 5F 2 23 ACres Lri
Imp. Area 25,003 SF G= 0.9 Time increment (rnin) 5 ~
Perv Area 72,136 SF C= 015 Time of Gonc, (min) 6.98 fV
Wt C= 4 34 Oufffaw (cfs) 2" ~
Design Year F]ow 10
GASE 7 Area (acres) 2.23
lmpervivus Area (sq ft) 25.003 LA
90 ft(]verland Flow 'C' Factor 034 ❑
' Area ' C 6 765 a
Ct = G 15 3reatrnent Area 1.385 . 3
90 ft [n
n= 0 40 l'irne Time lnc Intens, 0 pevel VoLln Vol.Out 5tarage ~
5= 00200 (mm) fsec) (inlhr) (cis) (caj ft) {cu ft) 4cu ftk ~
8 98 419 2.72 2 48 1570 836 332 m
~
Tc = 4 16 min , by Equatian 3-2 of Gu4delines ~
5 3DO 3.18 243 977 800 377 440 ft. Gutter flow 14 600 2 24 171 1213 1200 73
15 900 1.76 9.34 1400 1800 -400
Z] _ 51)0 For Z2 20 1200 1.45 1 11 1493 2400 -907
22 = I.Q Type 8 = 90 25 1504 1.23 0.94 1544 3090 -1456
n= 4,016 Fiolled y 3 5 30 1800 1.05 030 1560 3604 -2044
5= 0.0204 35 21470 0 91 0.70 1562 42{}0 -2638
40 2440 0 61 4.82 1575 4800 -3225
d= 0 1770 ft Fiaw'Width ' 8 9 ft. 45 2104 0 74 057 1607 5400 -3793
50 3N4 0 69 6.53 iFSF 6000 434d
55 33100 0.65 050 1709 6640 4891 ~
A R ❑ TC Te ta#al I {]C fiA 3600 0.81 0.47 1758 7200 -5442 ~
&0 0.09 UB 2.82 6.98 2.72 2.08 65 39017 058 17.45 1808 7800 -5992 (D
Tfl 4200 055 0,43 1874 8407 -6526
Qpeak fpr CaSe 1= 2,48 cis 75 4500 055 0.42 1988 900[] -7032 $
80 4800 D.55 0.42 2476 3600 -7524 ~
85 5100 058 041 2143 117200 -8457 i
. 90 5400 050 U 38 2109 908[70 -8691 0
CASE T 95 5700 4.45 0 35 2018 11400 -9382 p
--e---= 140 6000 0.49 018 2345 12000 -9695 ~
Case 2 assurnes aTirrse of CanceraFration less than 5minutes 5o thai fhe
peak Oow =_90{Tc=5 intensify)[Imp. Area} = 1 64 cfs "05-013" 7REATMENT REL]U1REIMENTS
iVlinimum "05-013" Volume Required 192 cu ft
Provided 1'reatiraent Voiume 209 cu ft
So, the Peak flow for the Basin is the greater vf the twfl fiows, L7RYWELL REQUIREMEN3S - 10 YEAR QESIGN S70RM 2,09 cfs • iNaxurtiurn 5tarage Required by Bowstnng 377 cu ft ~
F'rovided 5torage Vdume 1,354 ru ft •
Number and Type ot QryweUs Requ3res9 f} 5ingle ~
2 Dvuhle
_ Page 1 af 1
N`errijean Gadd
Frorrr: John Sayvvers [johnsaywers@msn com]
5ent: MQnday, December 19, 2005 3 40 PM
7a: 5andra Raskefl
Subject: RE
Sandra,
7'hank yau for your prompf response, I will send stamped versions fbr your appror►als.
Sincerely,
Saywers Engineecing
John F 5aywers, P E.
327 W. 8th Ave Suite 202
Spokane, WA 99203
Ptt (549)744-0300
Fax (509)744-0304
Cell (509}869-937$
e-mail johnsaywers@msn.cam
Frorn: 5andra Raskell [maiita:SRaskell@spokanevailey.org]
Sent: Monday, Decemfaer 19, 2005 3:10 PM
To: johnsaywrers@msn.cam
Cc: ]ahn Hahman
Subject: Shelley Lake PUD Bowstring
John,
The 8owstring calcs look gnod I dn need you to s#amp a cover sheet for these calCUlations.
I afsci necebved your response leiter dated Qecemher 15, 2005 This [etter shall also be stamped by you. I will
check wif.h Johrr on your response to number 9.
Please !et me know if you have any questiens.
Thanks,
lya n dr, a eRx~if,
DevegoFmcnt F ngtncer
Cit!j e,f 5ppkanc VAL3
! 1707 E. 5prauge
5p9K.aGfC VBllCia Y ■A gJ zQ6
rbar1C 1509! 688-017+
Fax: (509) 97- 1-1oo8
17l2212005
_ Fage 1 af l
IMerrijean Gadd
Frarn: 5andra Raskelf
5ent: M4nday, []eecember 19, 2005 3:1 0 PM
Ta: johnsaywers@msn.cnm' .
Cc: John Hohman
Subject: Shelley Lake F LJD Bnwstring
Tracking: Reapient Read
']p hP1say1Ne1'''a@ R1511.CORI'
lvhn Hahrnan Read° 12119/20[]5 3.54 F'M
Jahn,
The Bowstring calcs laok good I do need you ta stamp a ct3ver sheet for these calculations.
I also received yaur respoRSe letter dated December 15, 2005 This letter shall also be stamped by you. f wiEl
check with John on your response tQ nurnber 1.
Please let me know if you have any questions.
Thanks,
~!~#nafriq (Rxkprjr V L
❑eveIopment E,nginear
Citr of ,~jpo6ne Vaflcy
1 1707 E. jpraugC
5po6ncVaIley, WA 992C}6
Phone (gaI) 6ss-o 17+
Fax. (509) 921-1OO$
1 2f23/2005
Page 1 of 1
Merrijean Gadd
From: Mike Connefly
5ent: Monday, December 79, 2005 2.06 PfIA
Tv: gill ScMuftz, TQm Scholten5, 5andra Raskell, Wed Kersten; Manna Sukup; Karen Kendafi; Nina
Regor
Subject-
L.aura Wells and Seotty Smith have set up a meeting to discuss campfiance issues re She[ly Lake far 11Vednesciay
at 10:34. Gould you please forward me any e-mails and files which reflect theic cancerrts andlor our analysis of
those cancerns.
MFC
iz/a2r2o05
. 7
,
INLANL7 PACFFIC ENGINEERBNG, INC.
SPC]KANE o COELIR D'ALENE
April 27, 1999
TPE W04 99029
Spakane County Engineers
1026 W. Broadway
Spvlcane, WA 99260
Attn: Doug Buskv
RE: Shelley Lake 2"d Additian - Soil Classifiicativns
Dear 1]oug,
The enclosed soil classifications vvere co1lected within the roadway prisms at Sheiley Lake 2~d
Additian. A117 vf the sarnples obtained are an the categvey of GP-GM which is consistent wrth
the seail classifications candracted previvusly fvr Shelley i.ake PTJI7. Based on this infoFinatian,
the pavement design for 5he11ey Lake PiTD will be used for 5helley Lake 2dAddativn If you
have any questions regarding tYars rnatter please call.
Sincerely,
7olan E.1VfcKervey, E.I.T:~
enc1.
cc: file
707 west 7Fn . suice zaa
5pokane, WA 99244
509-458-5844 • FAX 509-458-5844
-
`
• ' ~
June 20, 1996 INLAND PACIFIC ENCaINEERING, IP+IC.
Spakane Cauniy Engineers
Engineerirrg DeVelopment Services
1026 West Broadway+ Avenue
Spakane, Washingtort 99260-QT70
A#tn: Ed F'arry, P.E.
Re: , Resu`ts af Sai1 Classification Tesfing
Shelley Lake DeVe1oRmenf IPE Projeet Nv. #94143
EnclQsed please find the results vf svils classifcation testing by vur subcontractar,
Gifford Gonsultants, Inc. on five soil samples obtained from the aboWe referenced
residentiaE develapment.
5vi6 5amp9e #1 was vbtained from Lane F, Sta. 24+00, at 15' left of appraximate
centerGne, at 0.5' bsfaw praposed subgrade eleva#ion. Soil Sample #2 was obtained
from Ratchford ❑rive, Sta. 30+60, at 5' right vf #he approximate centerline, at 1.5'
belaw propvsed subgrade eEeva#ion. Soil 5ample #3 wras ❑btained from Lane D,
Sta.12+80, 15' righf of approximate centerline, at prop4sed subgrade eleaation. Sail
Sampfe #4 was crbtained from ~Hamest+ead Cane, Sta.10+I70, at approxEmate
centerline, at apprvxEmate proposed suagrade. Svil 5ample #5 was obtainecf from
Timbeciine Lane, 5ta.11+35, at 15' rig ht af approximate centerame, af approx9mate
propased subgrade elevation. All svil samples were nbtained by members of aur
staff. INe abserued svils expased in open utility trenches adjacent fv the samp9e
lvcatians, and the samp[es appeared to be repeesentative of the soil conditions
vbserved ta depths at least 5 feet below approximate proposed subgrade elevativns.
We r,+ertify herein that the samples tested were obfained from the Bocations sta4ed
above, and that based vn fhe data enclvsed, the L15C5 soii classsfcatians vf GF-GM,
GW-GM, GW-GM, GPwGC and GM• are correct far the sampfes tested, respect6vely.
' Please do nQt hesita#e tv call if yvu have any questions regarding this ietter oE ather
aspects a# fhe project.
Sincerely,
INLAND PACIFIC HG
_
Jer ;r Peter ❑n, P.E ~
~p
~~'~at93143iswltesLwpf~
If-~O~Gt:t Engineer T
• enc. figures 1-5 ~ ExPlREs 1112719-7 ~
707 West 7th • 5urte 200 2020 Lakewaod Dr,ve • 5uite 205
5pokane, ANA 99204 Coeur d'Alene, fC) 83854
509-458-6840 • FA7( 504-458-6844 208-765-7784 • FAx 268-769-7277
awn gy Orxg. Oa[e (Q_E_-~5Cp Checked By,4,;,V,e Fxe2d Rep.
S1EYE ANaLYSlS + H1'pRQMEFEft AHALVSIS
$IIE 0! OPE!lIRC 1N S11CHE5 I HUMBEN OF MES14 PER IFELT{. U i STAHflAryO I CAAfH 51EE IR MA9
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~ CflBBLE5 ~ C6Fp5E ~ FIKE ' CDARSE ~ MEOIIIM ~ FCNf ~ F11{ES ~
caAv[I ~ SALHa I
'AHdL6 ntrtN•rt ~ U.S.C. 1 CIASSeFCCATIOH I xHCi n L L PL I PI
5hs11ey Laka paveloprtent
ane F 0.5'beIow GP-GM 5lightly silty, saridy GRAVEL 2.5 Veradale. Washingtan
TA24+4D S.G.
51LT cRAIx sire eLAssIFIcAraaK
June 1996 E-1716-01
G1FFOEtO CQNSULTANTS, INC.
Geotechrsical EngEneers
rawn Sy ❑rwg. date_(0.~~r~[i Checked 8xilr Field Rep.
si EvE ANnLrs4 s ~ HvoRaMET Ea AHkLrSI s
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I 5 f, _CLASS!FECATf4N Hka~
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Rotch- 1.5'below GW-GM 5lightly silty, sandy GRAVEL 1,4
ford Oc. S.G Veradale, Washingtora.
S.G.
,TA30+6c GRAIH Sf2E CLASS1FfCATlDH
5'RT
June 1996 E-1716-01
~ GIFFQRQ CDNSLiLTANTS, INC.
Geatechnical Englneers
. L
-.0°J9yq6' Cheeked B7r,L, Fie%d Rep.~ • .
]rawn Ciy p••~ prwg. Date
SE EYf ANALYSl 5 HYUROMETER AHALY54 S
SIZF 6f OAENIHG IYt INCwES 3 ~ HUASBER 4F kiESH AEH IHCH. G 5 SiAHOARG E9A IH Sf2[ IX MM
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30
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^ ' GRAIH 512E IN M1LLIh1ETER5 ' ' ' ^ ~ o a d o
I COB$LES ~ COARSff I iIHE I ICOARSE I AtE011iM I FIME I FrNES ~
GRAYEL I Sk1i9
SAkPIE DEPTH•Fi [},S,C CLASSIFIGA1fOF~ HkT I
no I x.e. x I LL rL R Pi ~ Shalley Lake Develvpment
ane ❑ Apprax.SG GW-GM Slxghtly Sxlty, sendy GRAYEL 2.5 _ Veradale, Weshingtnn
,7A12+8a
51RT GRA1 N S12E CL1k53EF! CA1'9ON
JunQ i496 E-1716-01
' GiFFI]F3D C[]A15ULTANTS, INC.
° Geotechnical Engineers
.
. r '
Dramn sY~- yL~ _Orwg. Dare (a __L[r~l(p Checked Ely-ele/(,t_., Field Rep.
SIEYE ANALYSIS HYDRaMETER AHALYSIS
SElF 0r 9PfNIN6 IN ItiLF[LS E NUYhoER f1F MCSH PfR INC91, U S SiAN0ARD I CR61H 51 2E 1H MM
ry 6 ~ YJ tQ
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GRAIH SITE IN k41LLlME3ER& ' • • • • ° ° ° ° ° °
~ C08BLE5 f C0+4R5f GRAYEfL FEqE ~ CpISRSE I kE01USkH0 FIHES ~
4
SAH~Lt ~ QErrr+-fr I 11.5 C CLA551FICAiIOH Il1HC~ x « IPL P° Shelley Laks DQvelopment
Homs- Apprvx.SG GP-GC Clayey, sansiy GRAVEL 1.0 29 17 12 uereda}.o. Washington
Stead ln,
GkAIH 5I2E CLASSfFjGATIDN
z7AiQ+1fl0
June 1936 E1715-01
GIFFORL1 C0NSUL7ANTS, fNC.
Geatechntc$1 Engtneers
S •
DraWn By e;~ _ Arwg. Date__6.~-,jj~ Checked GY ALlff Fie$d Rep._~~~. •
5l EYE AHALYSi S I }iY DRDMETER AHhLYSI S
5!2[ OF 9PEHlHL In 1HCH[S I HUMpER bF lAESH P£R IHCH. U S SiANpARO ~ CRAtH 512E iH Mhl
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6RAIH S12E IN ~{3LL1MEiERS . - ~
I C06BLES ! CO+~ese I rI KE I Co►RSa I nssniuM I riNE I FlN£S ~
' I CR~SVEL 1 SANfl ~
C ~ LL P4 P I
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5hellap Laka DaNelopmsrat
~Timber- A
pprox 5G Gh1 Sxlty ssndy GFiRVEL 26 23 3 uersdale, Washingtvn
Line
Lane GRAIN $I2E CI,ASSEFiCATfOH
57A1►+35
15'RT June, 1996 E-1716-01
[3EFFC7RD CONSULTANTS. iNC.
Geotechnical Engtn0ers
w7 .
~
-
i
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i
~
R ~
4N~~~ff//!✓r~/.ri~/~
~
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s
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~ TEST PIT LOCATION 1'1(PICAL `
~ J
~ 'INL'°'ND" ,
PACiFIc SHELLEY LAKE 2N D ADDI TI ON ENGiINEERING 99429
707 West 7th .Suite zoa (509) 4.9$-6840 TEST PI T EXH IBI T ~,A~~. Q~~~~~,
~ Spokpne, Wd~ 99204 FA}C• (509) 458-6844~ \ /
/
~ NORTHWEo-F
. 1
GRAIN SfZE ANALYSIS -200 WASH/SIEWE
PR17JECT ,!{]9 N[7.
I
I
EXPLORATION MO ~ SAMPLE N0. f~r"1 ❑ATE w ~
PREWASH POSTIhIASH
TARE I D. ~ 7ARE I D
i
WET - TARE tiRY - TARE
DRY - TARE o~ `I S`•~ ~ 7ARE 3041 ~
WATER DRY SDIL
. ,
TARE WA5MOLIT
QRY 50IL
MqISTURE CONTENT
PREF. 6Y ~43LCC~ ^ ~l!!7 PREF BY 10 -4"
QRTE zZ- Tr dATE
SIEVE I INEIGHT RETAINEC? ~ 7. RE7AINED I % PAS51NG % PASSING
s"
3"
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3/4° sy 7. -7 y-I -7 -7 V. ~
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WASH4UT
~
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GRA1N SIZE DISTRIQUI1~N
SIZE OF OPENING IN INCHES I W.S. $TAMOARD 5lEIiE SIZE i Hl'DROMETER
8' 3' i,5' 3/¢; 34 S 1p 1~I2D 3tl~ 40 5W6i I d 801510 ?qG
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GRAIN SIZE IN 1NfLLIME1`ERS
~aARSd MEDrUM I nNE
~~~~5 ~5~~~-, ~~~r~
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~
EXPL.ORATI0N SAMPLE DEPTH X MOISTURE % PASSiNG 200
I I ~
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PRd,lECT NO.: FROECF NAh(E:
QATEs 'Y-
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~RAIN sIzE ANALYSIs -200 wAsH/siEVE
PROJECT (v L°ti lC P J08 NO. --*277,rrJ ft2
.
ExPLORATIQN NO ~ SAIUPLE N0. f-) ❑ DATE 1Zz
PREWASH PaSTWASH
rARE i.o ! TARE i.D I~ WET - TARE DRY - TARE ~ f + I .
flRY - TARE LZ 3 0 ~ '7 ' rARE
WATER bRY 5t71L 1 7 7 ~ 7
7AF2F 2 iZ f9 1NASHOUT
bRY 501L A4
Mb15TlJRE CON"fEN7
PREF. 8Y ~ J20 tJecf I"i I'~rlrr PREF. 8Y ~+~lH
pATE ~7-501? ` DATE
SIEIVE I WEIGWT` RETAINEQ I 7 RETAINED I % PASSING PA55ING
6"
3„
1 1 /2"
3I4" 7 9:~
3/8*' '~1. 9 Ya , 9 5'9,I
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57.3 9Q,7
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GRAIN SIZE DISTRIBUTIC3N
SIE 4F OPENING fN INCHES I W.S. STANDARD 51ElrE 51YE I HYf3ROktEi'ER
100 ~ e° 3' 4 S" 3 /44 3~,H" 4 81p 112 i 5080 BUOd 2q0 00
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0.~..~. ' 0
tODO 10R 1D 1.D 0.1 001 0001
GRA4N SfZE IN MILLIIiAETERS
CO86LE5 GRAWEL :OARS~ MEDILlM ~ FlNE FINE5 (SILT. CtAY)
SAND
ExPLvRATIvN sAMPLE DEPTH % MoisirURE % PAssiNG 200
I I f
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PROJECT NO.: PRQ:EGT NAME: ✓ ~C
DAl'E: y-107•7 ff-
- . NORTHWE_ T
. .
GRAIN S(ZE ANALYSIS -200 INASH/SIEVE
PROJECT ~ I...G I I v la (~t_. JOB N0. 'qftl=v 99l12 ~
EXPIORATION iNO. -3 SAMPLE N0. I~ I DATE ~~ZZ- ~~I q
PREWASH POSTWASH
TARE I.D. C TARE I D (
WET - TARE Z303.9 DRY - TARE -A U vFr, q
DRY - TARE ZZUq,7 TARE
WATER 9 9- Z DRY SOIL / 777. Q
TARF 2 Z" 3 ' Z WASHOUT
DRY SOIL c 9 71. MOISTURE CONTENT C
~ U 1V 1
PREF. BY .C~a !/10' h C~~.f PREF. BY !16-C&APjE2Ch/-
DATE ly- DATE
SIEVE I WEIGHT RETAINED I% RETAINED I % PASSING I%PASSING
1 1/2-
3/4- 5X--6. 7 02 I 71. 9
3/8° 96,i-,< y6, 7 Sy 3
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10 6, 3
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GRAIN SIZE DISTRIBUTION ~
SkZE Q€ QPENING fN INCHES I U.S. STWNDARO SIE►1'E 51ZE I H1DRQME]'ER
i5- S /4; 30- 4 84p 1~20 3pi ip -9f60TP0 2qU -100
90...._~~_.~~..` _~~~.~_...~__~_~_,..'__^_~•gfy
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~ 70 -.._s_~__,,...___ ..-..i_~_..~...s_._.~.~......,..... I ~ ~ 70
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4
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GRAIN SIZE ANr4LYSIS -200 WASH/SIEVE
PROJECT 5Lej I; JOB Nt7. ~ ~
EkPLORAT10N ~NO. - t SAMPLE NO. ❑ATE
,
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GRAIN SIZE DISTRI6UIION
SIZE OF OPENING IN INCHES I U.S. STANDARD SIEV'E SIZE I HYDFtOME7ER
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C068LES GRAVEL =OARSd MEDIUM I FlNE FINES (SILT, CIAY)
SAND "
EXPLORATION SAMPLE DEPTH % MOISTURE X PASSING 200
I I ~ i
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D 14~ ~ fP-
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GRAIN SIZE ANALYSIS -200 WASH/SIEVE
i'RQJECT 5LPlf y Lot1C.P JOB NC]. -@trv'J fOftrr_
ExPLORAWN INO ~ SAMPLf RVO. QATE V rZ2 A
PREWASH PDSTWA►SH ~
TARE I,~ c TARE I E7 Yc
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4RY - TARE ~ 7 ~ ~ • ~ TARE 2--t3 01
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❑RY SREL
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PREF BY ' PREF. BY cz ec~zc/w- I
DA~E DA7E G '~'F
51EVE I'WEIGHT RETAINED I % RETAINEd I % PASSING I 7, PASSING
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3/8b ~ q a,4 'Yv. -7 5-5: 3
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#10 1161,9 7 r.o a~°a
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i
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GRAIN SIZE DiSTRIBU~ON
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5AND
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PR6JECT dVO.: PRO.JE` CT IVARIE: _r
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~J~
IVORTHWEoT GRAIN SIZE ANALYSIS -200 INASH/SIEVE
PROJECT $L, Q4 L-0 IC.P JOB N0.
EXPLORATION M0. ~ SAMPLE N0. `I DATE lr ( ZZ
PREWASH POSTWASH I ~
TARE I.O. 1'rt TARE I.D. ~
WET - TARE llg `19 DRY - TARE ~ 6~ Z• S
DRY - TARE 17 s(O' TARE ZZ4`0
WATER 54 'L' DRY SOIL
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DRY SOIL I S~ Z~ y
MOISTURE CONTENT t::!E 3 y3 6- m'
PREF. BY //f~cP PR£F. BY
DATE DATE
~
I
SIEVE I WEIGHT RETAINED IX RETAINED I X PASSING I% PASSING
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GRAIN SIZE DISTRIBUTiON
SIZE OF OPENING 1N IHCHES ~ U.S. 5TWb1DARD SIEVE SIZE I HY[)P,iOMEIER
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~
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. l
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SIZE OF OPENING IN INCHES I U.S. STANDARD SIEVE SIZE I HYOROMETER
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EXPLORATION SAMPLE DEPTH % MOIS1fURE % PASSING 200
7 I/,9S I I Z, ~7 I 7. 9
I I I i
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PRWECT NO.: PROJECT NAME:
DaTE: y 4
,;oPValley 11707 E 5Prague Ave Su2te 106 0 5Pokane Valley 1NA 99206
549.971.1D0O ~ FaSC: 509.921 1008 4 cityhall@spmkaneaalLey.org .
May 7, 200$
Kerri SchoolcrafE
W ashin~a~~. Trust Bank
Pg Box 1227
Spokaiie, WA 39? 1 0
Re: PE-1 754-B, Shelly Lake 2nd Addition
Letter of Crf,-dit 410986 R~lease
Ms. SchoolGraft:
This is ta notify you rhat Shelly Lake Developn3fmt, LLC, has successfiu31y campleted a1l
itenas far vvarrarttiy inspectian for FE-1750-B, Sbelly Lake ?°a Add. Tlae City of Spflkane
Valley hereby releases all inwres€ in Letter af Cred.it 910986 for the ful1 amount of
$29,600.00. The requirements have bee~ satisf ed.
If you have any fiirtber questions, please contact rne at 698-0023.
Sinoerely,
.r
.Pegr~
odn D
Bevelopznent Engineerin~ ~spector
Cc: 5helly Lake Developnient LLC, 8225 N. Divisian, Spakane, WA 99208
_re"r~pa'~~m.•~',~~ ,gPr~e• -
~1I"1~1'1 T~5~ val !1C
AMENDMENT # 02 T(]
IRREUOCABLE STANDBY
LETTER nF CREDIT NC3. 10986
T]ATED: MAY 11, 1999
AMOUNT: $18,200.0[]
JANC7ARY 19,2006
Cify af 5pokane Valley
Attn- lalln Hahman - -
1 l 707 E. Sprague, Suite 106
Spakane Valley, 411A 99205
Cientlemen:
This letter will serve as aur Arnendment t+a Letter of Credit No. 10986 in yvur favvr fflr the account
of SHELLEY LAKE DEVELDPMENT, LLC, 8225 N. I]ivision, Spokane, WA 992[}5-5714 up ta
the aggregate amount of EIGHTEEN TH43USA1VD TWD HUNDREDi ANU NOI10(}
Dollars ($18,200.00) covering Shelley Lake Develapment 2nd Additivn as follaws:
• Amend dollar value FROM "$18,200.00" 1'U "$29,600 04".
All other terms and conditi+ons of Letter of Credit Ncr. 10986 remain unchanged.
' Sincerely,
~
~
Renne R. T7itton
Assistant Vice F'resitient
~ ~ ~ ~ ~ W [E - ~ International Banking I7epartment
~
6' ~ 12111
~
U SUg 1.'lU Ll~ f'~
Washington '1'rust Fmanc.ial Center 3' 0 Box 2127, 5pakar3e, bVashmgton 99210-2127 (509) 353-4177 Fax (509) 353-3905
~
- 11 Washingtan Trust Bank
Tnternativna] Banking Department
AMENDMENT #01 TC3
IRREVOCABLE STAN13]BY
LETTER OF CREI3TT 1V[). 10986
I]ATE: MAY 11, 1999
AMOUNT: $182,80[1.06
Nlay S, 2000
SpQkane Caunty Engineers
1026 W Brvadway Avenue
Spokane, WA 99260
Attn• T]ave Berta
GentPemen:
This letter will serve as our Arnendment to L,etter of Credit Nv 10986 establisheci in your favor far
the account of SHELLEY LAKE DEVELQPMENT, 8225 N. Dkvisivn, Spokane, WA 9920$-
5713, up t+o Che aggregate amount of ONNE HC]NDREIJ EIGHTY-TWD THOUSAIVI3 EIGHT
HUNDRET] AND NOI100 Dollars ($182,800 00) covering 5helley Lalce Development, 2"d
Addition as follaws:
Amend dollar amount FROM "$1$2, 840. UO" T(] 1$,2D[} 00".
A11 other terms and candiCigns of Letter of Credit Na. 10985 remain unchangeti.
Sincerely,
/K~enneth H11l
1ice President
KJH : rrr
Washtngtan Trust Financial Cencer P Q. Box 2E27, Spakane, VVashington 99210-2127 {509} 353-4109 Fax {509} 353-3905
~
• .
111
1Nashlngton Trust Bar~k
~ECEIVED
International Banking Department 2 ~
~
May S, 2000 - '~~'Vjs co U'~,a~
Spokane County Engineers
1026 W Broadtivay Araenue -
Svakane, WA 99250
Attn: Dave 8erto
RE: Trrevacable Standby Letter af Credit No. 10986 '
SHELL1EY T AKE UEVELOPMENT
Gentlemen°
Attached xs an amendment on the above referenced Letter of Credit. Please ackuowledge your
acceptance flr refiasal of this arpiendment by sigeing the acknowledgement bekow and retum this
letter to us 1n the enveiope prouided
Thank you far your prornpt response regarding this amendment.
Sincerely, ~
/Kenneth J. Hill
ce President
ACKNfl WLEIlGEMENT:
We hereby acknawledge that we ACCEPT OR F-1 REFUSE the amendment on the
abvve referenced Z.,etter of Credit
SPaKANE CDUNTY ENGINEERS
BY: TITLE: tVadP+~tAri- e~Ttco. P~~~~~`~' ~►~'i°~
r
Wash;nq*nn mras[ F•n, ~,eia! CentAr F 0 So-~ 2127. fip4kane. R'ashington 99210-2127 (504) 353-4109 Fa.c (5(}9) 353-3905
r . ,
lllashingvnT~ud Bank
International Banking Department
IRREViC]CABLE STANUY
LE-TTER C3F CREDIT i+iO. 10986
DATE: MAY 11, 1999
AMOUNT: $1$2,800.00
Spokane Counry Engineers
1026W. Broadway Awenue
Spo'lane, WA 99267
Attn: L]aVe Berta
Gentlemen:
We hereby establish our Irrevacable 5tandby Letter of Crvdit No. 10986 in yvur favvr far the '
account of SHELLEY LAKE llEVETdJPMENT, 8225 N. Division, Spokane, WA 99208-5713
up to fihe aggregate amvunt of (3NE HL7NI1kEL7 EIGHTY-TWO THUUSANY3 EIGHT
HllNDRED ANU NDIIiMJ Dollau's ($1$2,800.00} U.S. currency, available hy your draft(s)
tirawn at sight on us and presented to Wa~.shingtvn Trust Bank on vr before MAY 11, 2000 or any
extendel date cvvering SheYley I_ake Development, 2' Addition and accampanied by the
following:
1. A sagned statement from Spvlca,ne County Engineer's C)ffiee reaciing exactly as
foll4ws:
"I, the undersigned duly authvrizeci representative of Spakane County
Engineer's C)f-~'ice, hereby certify that the draft drawm under this J..etter of
Credit represents the asnvunt of rnaney required tv cnmplete the private roads
including grading, gravel, paVing, curbs, sidewalks, storrn drainage, dcaina,ge
swales, mvnuments, street signs andlor ather wark as is incidental and related
thereto in accvrdance wrth the drawings and specif'cicatipns as submitted tv and
appravei by the 5pokane Cvunry Engineer's [)fFice on May 6, 1999".
2. The vriginal of this Letter of Credit.
Tt is aconditivn of this 3etter of Credit that it shall be automatically extended, withvut amendment,
for an additianal period of vne year from the present expiration date vr each fiiture expirativn date,
unless we lave notified you in writing not less than dirty (30) days tefare such expiratian date,
that we elect nat ta renew this Lret[er of Credit. All written natificatiora shall be sent via registered
mail.
Washingtan Trust Financial Center P 0 Bvx 2127, 5po[caiie, WashingtQn 93210-2127 (509) 353s4109 Fax {509} 353-3905
. . . ' ' -
/ -Spokane County Engineer
Irrevocable Standby Letter of Credit Ivo. 10986
May 11, 1999
Page Two of Two
All drafts presented under the credit must contain the clause "Drawn under Washington Trust Bank
Letter of Credit No. 10986
Any and all banlcing charges, other than those of the issuing bank, are for the account of the
beneficiary.
We hereby engage with the drawers and bona fide holders of drafts drawn under and in compliance
with the terms of this Letter of Credit that the drafts will be duly honored upon presentation and
delivery of documents, as specified, to Washington Trust Bank, Internadonal Department, 717 W.
Sprague Ave., lOth Floor, P.O. Box 2127, Spokane, Washington 99210, on or before
MAY 11, 2000 or any extended date.
All drawings under this credit will be governed by the Uniform Customs & Practice for
Documentary Credits (1993 Revision) Internarional Chamber of Commerce Publication No. 500.
Sincerely,
~
Kenne J. Hill
Vice President
KJH:dr
Page 1 of 1
Sandra Raskell
From: 5choalcraft, Kerri [KSehooicraft@watrust.com]
5ent: Thursday, February 16, 2006 8.54 AM
To: Sandra Raskefl a ~
Subject: RE• ShlI~y~L~ L~QClist
Nape, tlhink that is it. Tharrks fior wnrking through this with us.
----driginal Message-----
From: 5andra Raskell [mailto:SRaskell@spakanevafkey.arg]
Sent; Wednesday, Fehruary 15, 2006 1:44 PNi
Tv: Schoolcraft, Kerri
5ubject; Shelley Lake LdC list
Kerri,
E receided the amended Letter of Credit for LaC #1a98fi. Is there anything else you need form City far
Shelley Lake sureties7 I th"snk we have sverything current at this time.
Thanks,
sAY1dra,rRAf{, v. z
pcveloPment F nginecr
City oF 5pr}lc.arrc'1,1a41eg
1 1707 E-• 5praugz
SPokane Vaj1cr, WA 9S2a6
Fkor►c (509) 688-0 17+
Fax: (50$) ~q21-1 ❑08
This message and aay attachments have been scanried
for viruses during transrizission frorra Washington Trust Bank.
Thas e-mail may cantain confidential or privileged material and is intended for rase soiely by the above-
referenced recipient. Any review, copying, Printing, disclQSure, distributian, vr vther use by any other
person or en#ity is stricfily prohibited. If yau are not the named recipient, or belaeve yau have received
this e-mail in erzvr, please reply ta the sender and tielete the capY Yvu received.
Notice: This e-mail may canstitute an advertiserrient or salicitatron urtder U.S. law, if its primary
purpvse is ta adtiRertise ar promote a cornmercial product or serwice. Yrau may choase not to receive
advertising and pronnatianal messages fromWashingtvn Trust Bank at this e-mail address by forwardrng
this message to vpt-out@watrust.cam . Tf you do sa, the sender af this message will be nvtiified
prvrnptly, and messages designated as advertising ar prprnotional rn+ill be automatically blacked once
necessary modificatians to vur e-mail system have been completed. Our principal pastaP address is 717
West Sprague Avenaae, Spokaane, 'GVA 99201.
212Z12046
~ -"titrus Punch Page 1 af 2
5amdra Raskell
From: 5andra Raskell
Sent: Wednesday, 9anuary 18, 2006 12:29 PM
Tp: 'Schoolcraft, Kerri'
Cc; John Hvhman
SubJect: RE. Letter af credit reductian
~
Tracking: Recipient Read
'SehmIaaFG iCem'
lahn Flvhman Read. 1118f 2606 1:25 PM
Kerri,
The current pertormance lefter of credit for Shelley La'ke 2nd Addition may be changed to a warranty letter of
credit in tFie amaunt af $29,fi0Q I am working on sending the letter fflr S'helley Lake 1$t Addition
Please let me knaw if yau have any questions.
TFsanks,
Sandra
From: 5choalcraft, Kerri [mailto:KSchooIcraft@watrust.com]
Sent: Wednesday, .7anuary 18. 2005 8:27 AM
Ta; 5andra RaskeEl
SuhjeGt. Letter af credit reduckion
Hi Sandra -
Gan you send me sQmetFring that says we can reduce the current iefter of credit tar
5helley Lake 2rtd addition and put it intv the 2 year warranty pericad? Our cash
management department needs samething from yau in writing. Zhanks.
►Cerri SthsolcraM Lendirrg Assisfant
WaShingtan Trusf ,Bank
INW Builder 5ervices
P+D Box 2127
717 W 5prague
Spakane, WA 99210-2127
(509)353-0385
(509)353-0369 Fax
0
Z19120Q6
~ titrus Punch Page 2 of 2
This message and any aftachments have been scanned
for v9ruses during transmissivrr frvm Washington Trust gank.
This e-mail may contain Gvnfidential or privileged material and is intended far use solely by
the abvve-referenced recipienf. Any review, cvpyirag, printing, disclosure, distributivn, or
Dther use by any other person or entity is strictly prvhibited ff yvu are nnt the named
recipsent, or believe you have received this e-maif in errar, please reply to the sender and
deFete the copy you received.
Notice: This e-mail may constitute an advertisement or svEicitatian under U.S. law, if its
primary purpvse is tv aduertise or pdomate a commercial praduct or service You may
chavsE nat ta receiae adVertasing and promatioraal messages from Washington Trust Bank
at this e-mail address by forvWrarding this message to opt-out@watrust.com . Ef yau do so,
the sender vfi this message will be notifed promptly, and messages designated as
advertising or promotivnal wilf be autamatically blacked ❑nce necessary modificatians ta
our e-maid system have been camp9eted Our princrpal postal address is 717 Vllest Sprague
Avenue, Spvkane, WR 99201.
21912006
~•~,it,n,is Funch Page 1 of 3
Sandra Raskell
Fram: Sandra Raskell
Sent: Friday, .[anuary 20, 2006 1:42 PM
To: 'Schoolcraft, Kerri' ~
5ubject: RE Letter of credit reduction
yes, that~Ks fDr Checking.
From: Schoolcraft. Kerri [mailta:KSchoolcraft @watrust.cam]
Sent. Tfhursday, ]anuary 19, 2005 10:30 AM
To: Sandra Raskell
Subject: RE: Letter of credit reduction
Qk just to canfirm. We are going ta increase letter of crecfit #10986 to $29,600 to caver the
vvarranty perind far Shelley Lake 2nd. The maturity da'te would then be 5/'11/08? Thanks
Sandra.
-----(]riginal Message-----
From: Sandra Raskell [mailtn:SRaskell @spokanevalley.arg]
5ent. Wednesday, January 18, 2006 12:29 PM
Tv: Schaalcraft, Kerri
Cc: ]ohn Hohman
Subjecf: RE: Letter of credit reductian
Kerri,
The current pertormancs letter of credit far Sheiley Lake 2nd Additian may be ehanged tQ a warranty
letter ❑f credit En the arnount of $29,800. I am working on sending the Istter for Shelley Laks 15t
Addition.
Rlease let me know if you have any questions.
Thanks,
5an d ra
From; Scha❑Icraft, Kerri fmailto;KSchoofcraft@watrust.com]
Sent: Wecinesday, ]arruary 18, 2005 8:27 AM
To: 5andra Raskell
Suhject: Letter of creclit reduction
2t9t2oas
~ lCitrus Funcfi Page 2 vf 3
Hi Sandra -
Can you send me samething that $ays we can reduce the eurrent letter af credit
for Shelley Lake 2nd additsvn and put it into t'he 2 year wrarranty perivd? Our
cash management department needs sc►methirog fram yvu in writing. Thanks.
I{erri Schoolcraft, Le►zding Assistant
Washingtan Trust Bartk
IfVW Builder.$ervices
Po ,Aox 2!2]
717 W Sprague
Spakane, WA 99210-2127
(509)353-0385
(509)353-0369 Fax
~
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219120Ofi
FCitrus Punch Page 3 of 3
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219I2fl46
Citrus Funch Page 1 of 2
aandra Raskell
Fram: 5andra Raskell
Seret: Wednesday, January 25, 2006 11.35 AM
To: 'Schoolcraft, Kerri'
Subject: RE. Letters af Credit remainirag for Shelley Lake
~ I1 ~O
Kerr1,
In Iavking ar rour LpG [isc, I am aftle c~on°Fused. Tfae Ctty has LC7C #2o227 as Rhetley L,aKe a.~t
Additlvn. I will send a letrer releaslng rthis letter aF Credtt todaY.
T('}1' the 2nd ,4ddit10n, once I receive -the warrantY LOC I will be ab1e to reIe'aSe the DerFormance
LC]G•
Let me rcnow if you have any quesrivns. ThanKs.
5andra
From: Schonlcraft, Kerri [mailto:KSehaalcraft@watrust.rom]
Sent: Wednesday, 7anuary 18, 2005 7:50 AM
Ta. 5andra Raskell
5ubject: Letters af Credit remaining for 5helley Lake
Hi Sandra -
Per vur d+scussinn, here are the letters af cfedif we still show actiVe fvr Shelley
Lake:
#22079 - 711,500 for Shelley Lake 4th Additivn
#10986 - $18,200 for 5helley Lake 2nd
#20227 - $9,395.00 for Sheiley La'ke 3rd
Let me knaw if you have any q,uestcons. I will work on the warran#y bond and get to
yDU aS SCAUTI aS p45SIblB. ThankS.
Ilerri Schoolcraft, Cendi►rg Assistant
Washrngta►r Trust Banlfr
INW Builder.Services
P'O Box 2127
717 W Sprag,ere
: pmkane, WA 99210-2127
(5 a s )353- !13 8. a
(509)353-0369 Fax
21912Q06
C1tTL15 FL1IlCh Page 2 Of 2
R~.I
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at this e-mail address by forwarding this message ta opt-ou#@watrust.cam . If yvu dv so,
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Rvenue, Spokane,lNA 99201.
2/9/2oo6
.
l
S P C3 1< A I-T E N T Y
DIVLSIC3P8 OF EIdGINSERTAIG AND ROA&]S A I31VF51QN [3F 'FHE P[]BLSC WaItKS I7EPASTNE7+F"P
4V'illiam A. ]ohxss, F.E.. Caunty Engineer
MAy 3, Zd0{)
Mr. Kenneth J. Hi1l, Vice Prssident
'VVashington Trust'8ank
P.O. Box 2127
Spokane, VVA 99210-2127
RF,: Irrevucable Standby Letter Qf Credit Na 10986
Dear Kenneth:
The above referenced latter oi' eredi# dated May 11, 1999 may now be reduced down
ta $ 18,280.00, efi'ective immediately. No ~urther reduc#ivns are allowed vntil
project acceptance. Thxs letter af credit is tv tae kept in place un#i1 praject
acceptance. U yvu haVe any questivns, please call me.
Sincerely,
Bill HeYIliIllIlgS, PE
Ilevelrrpment Serwices EngineerlNNTanager
Cc: File - . ~ - 1026 WBroadway Ave ■ 5pokane,,WA-99260-0I30 •(503) 477-3600 FAX (509) 477•7655 (2nd Flvr,r) 477-7478 (3rd Floor) . TDD (509) 477-7433
• ' ❑EVELOPER BOND REUiEW FORM
Project Narne:
Project Number: I7 -X~b • ~ .
Lacat€on: -:5;9
r ~
~
Dri9inal Bond Amount: 1~2.8~P7 ~A 7W
I-
Qriginal Bond Date:
Bond BaEance: -41-01 -Vt v 14ZfD
Bond #
REVIEW
Last Review Date or Punch List ❑ate:
1NorEc Rema€ning to he Completed: .
Reviewed by: ❑ate:
Findings: RECOMMENOEI7 ACTIaN,: • '
(Circle Action)
1. Release Bond 2. Reduce Bond 3. Continue Bond
gy; aate: ,
E4ction Taken:
(Circie Acfion)
1. Release Bond Letter 2. Reduce Bond'Letter 3. Cont3nue Bond 4. Nane
By; Date:
FaLLO1N UP
Fa[fow up Schedcaled:
Camments:
Fifes Llpda#ed Comments: ❑ate: By:
Files 4Jpdated Cvrnments: Date: By+:
Files Updated Comments: ❑ate: By:
Files Updated CQrnments. Date. By:
Fsles Updated Cflmmenfs: Da#e: By:
~
~
.
~
S P o K AI•r aE C c~ u nr -r -Y,
DIVISIpIV OF ENGINEERING AN[] RQADS A I7M5ION CJF THE PL]BLIC WoRKS I?EPAATMEN'T
I 4Y'illiam A Johns, P.E., Cuunty Engineer
I
PViay 3,2000
, Mr. Kenneth J. H'rll, Vice President .
, VVashing#on Trust Sank
' P.U. Boa 2127
, Spokane, WA 99210-2127
~
RE: Xrrevocable Standby Letter of Credit No. 10986
i
~ Dear Kennetfi:
~ Tbe ahave referenced latter of credit dated May 11, 1999 may now be reduced dawn
' to $ 18,280.00, effective immediately. No further reductions are allvwed until
praject aceeptance. This letter of credit is tv be kept in place until praject
' acceptance. If yau have any questions, please call me.
~
'5incerely,
Biil Hemmings, F'E . - - - -
Aerelopment Services EngineerlManager
Cc: File
1026 W. Bmadwap Ave 9 5pokane, WA 99260-0170 ►(5Q9) 477-3600 FAX. (5{}1) 477-7655 {2rsd Floos} 477-7478 (3rci F1oor) ■ TI3D. [509] 477-7133
. ~ !
1 ~ 1
Washingtonrust Bank
International Bankin,g Department
IRFZEV[JCABLE STANDY
LETTER (]F CRET]IT NC} 10386
T)ATE: MAY 11, 1999
AMOUNT: $182,800.00
Spokane +Caunty Engineers
1026 W. Broadway Avenue
Spakane, WA 99260
At-tn' Dave Sertn
Gentiemen:
17Ve hereby estahtish our Irrevacable Standhy Letter of Credit Na. 10986 in yvur favor for fihe
accaunt vf SHELLEY L.q.K..E DEVELCIPMENT, 8225 N. J3ivisinn, Spakane, WA 99208-5713
up to the aggregace amvunt of OIVE HUNDRED ETGHTY-TVVf3 THL`3USAND EIGHT
HL]NDREI3 AND NOI100 -------Dallars ($182,800.00) U.S. currency, $'VaII~~~~ ~y y[711T dFdft(S)
drawn at sight on us and presented to Washington Trust Bank nn or befvre MAY 11, 2000 or any
extended date codering Shelley Lake I3evelQpment, 2"' Addkcivn aud accompanied by the
fvllowing:
1. A signed staternenC frvm Spokane Count}+ Engineer's Dffice readirig exactly as
follvws:
"I, the undersigned du1y authorized representative of Spokane Cvunty
Engineer's Of€ice, hereby certPfy that the draft drawn under this L.etter of
Credit represents [he amaunt of money requirecci ta compIete the private rvads
LncIuding grading, gtavel, paving, curhs, sidewalics, stvrzn d.rainage, drainage
swales, manuments, street signs artcilor oCher wvrk as as incidental and xelated
thereto in accordance with the drawirigs and specifications as subrnittei tv and
apprvved by the Spokane Counry Engineer's OffiCe on May fi, 1999"
2. The original of this Utter of Credit.
Tt is a condition aF rhis I,etter of Creeiit thac it shall he automatica]ly extended, without amend'ment,
for an additionaf perivd of one year fram the present expiratian date or each future expiratron date,
unless we have natifed you in wr%tzng not less than rhirty {34} days before such expiration date,
[hat we elect nQt to renew this L.etter crf Credit. Al1 written notificatiar+ shall be sent uia regFStered
mail,
Washington Trust Financial Center P 0 Bax 2127, 5pokane. Washington 94214-2127 (509} 353-4109 Fax (509) 353-3405
Spvlfane Counry Engineer
Irreuvrable Standby L,etter of Credit Nv. 10986
May 11, 1999
Page Two of Two
AlI drafts presented under the credit must contain the elause "Drawn under Washington TrusC Ban€
L„etter of Credit Nv. 10386
Any and alI banktrag charges, ather than those of t.he issuing hank, are far the accaunt of rhe
beneficiary.
We hereby engage with The drawers and bona fide holders of drafcs drawn under and in compliance
with the terms of this L.eetter of Credit that the drafts Guill be duly hanared upan presentation and
delivery of dacuments, as specifiei, ta Washington Trust $anlc, Intematiana] Department, 717 W.
Sprague Ave., L(hh Flaor, P.D. gox 2127, Spokane, Washington 99210, on crr before
MAY 11, 2000 or any extended da[e.
All drawings under ttzis creiit wi1l be gavemed by the Llnifoml Customs & F'ractice for
Dacumentary Credits (1993 Revisian) International Chanber of Commerre Fublicadvn No. 500.
S incereky,
r~Hi11
Vice e President
KTTI:dr
V ` BOiVO„reSTlMATE
PROJECl' Shelley Lake 2nd Additiarr, P-7 850 NqME ❑oug 8saska, P.E pATE 20-Apr-99
- - - - - - - - - - - - -
[3RAfhlAGE ITEH15 UfV175 QUANTITI" PR1CE C4}ST
1}❑rywell - Type A EA 1350.OQ 0.00
21 Drywef! - Type B EA 6.00 1700.00 1020000
3] Grate - Type 1 EA 320.40 0.00
41 Grate Type 2 EA 34500 000
5) Grate - Type q EA 6.00 30000 1800.00
fil 8ackfidl For DW CY 24000 17.25 414000
7] Concrete Inlet EA 1.00 800.00 800.00
8} C M. Pipe a p" ❑ia LF 24.00 p.❑❑
9} C M. Ripe 1 2" ❑ia LF 52.00 27.40 140400
101 C.Ni Pipe 15" ❑ia LF 29.04 000
11) C.M Pips 18" Dia LF 3[] 00 000
121 Precast NYanhMe EA 1500.00 000
13) Sohd hd EA 32500 0.00
14] pitch Excavation CY 10.0€3 p.p❑
15] 5od SF 8868.04 0.74 8207.60
NDN STANOARO dRAIfVAGE ITEMS
- - - - - - - - - - - - -
1 f Wif6ert Vault Curb Inlet EA 25000 f3a
21 000
3) 000
4} 000
51 000
SY 0.00
- - - - - - - -
DRAIiVAGE SUBYpTAL 24551.60
- -
1 fiy Monuments EA 185,00 ❑_pp
17) Barricade LF 40.00 3500 140000
181 Street 5igns EA 4.46 30.00 36000
i7THFFi 5Ll6TOTAL 1760 flD
GRRDIIVG, SLIRFACIi4G, CURB, AiVCI Slt]FWALK
19) Rough Grade CY 186900 10.00 1869000
201 Top Course CY 1401.00 75.50 27715,50
21 t 6ase Course CY 15.50 p pp
221 Asphalt Cancrete Tons 959.00 4600 4411400
23] Curb Type A CF 7 50 000
241 iCurh Type 8 LF 1850.00 8 50 1572500
25} Cur6 Type R LF 212200 $.50 18037.00
26) Srdewalk SCt YD 123400 9 7.50 21595.00
-
NDfV-STWfVDARC] ROA[7 ITEMS
-°--------------Q C70
"d 1
21 0{]0
31 000
4} 0.00
-
GRAOtMG AI+iD SURFACPNG 1 3g$7&_5p
- - - - - - - -
CONSTRCICTION TflTAL, INCLIJDING M11L71PLIER QF 7.30 $ 182,806,97
F'vst-➢Y Fax A1ote 7671 loaF~ W" 1~~~'.1
Frorn
Tt~<'A~
cQ
phone # ~ Phone #
F2uc # `F3x p
~
NAME- f kdTCHFQRD DRIVE LENGTH- 933.00 FT. WIDTH-- 40_ 00 F
BEGINNING STATIQN = 1345.00 ENI7ING STATIaN = 2278.00
ZN'Y'ER 1 T INCLUJED ISWIE]TH = 50.00 SIt = 0.00 RAD = 30.00
TERM # 1 : CHOPPEI7 .
TERM # 2 : CHOPPED
ITEM MEASLTREMENT Qi]ANTITY
SURFACE AREA- 39206.28 S.F.
kQAI)WAY EKCAVATTDN 0.67 FT. 9 68 . 1 C_Y_
CRUSHED SLdRFAC ING TOp COi1RS E 0.50 FT. 726.0 C. Y.
CRi7SHEI7 SLTRFACING BASE COURSE 0.00 FT. 0.0 C. Y.
AS PHALT CONCRETE 0.17 FT, 496.1 TONS
CURB TYPE B EXTSTING 0.00 F'I' _ PRC7P05ED 1850.2 FT.
SIDEWALK EXIS'I'IIVG 0.00 5. Y. FROPDSEL] 1233.5 S_Y_
TQTAI_,S
' . ( STREET QUANTITIES
PROJECT N0.- P-1750B DESIGNER- DOUG BJSKO .•DATE- 4/20/99
PROJECT DESCRIPTION- SHELLEY LAKE 2ND ADDITION
STREET # 1
NAME- SHELLEY LAKE LANE LENGTH- 717.00 FT. WIDTH- 30.00
BEGINNING STATION = 860.00 ENDING STATION = 1577.00
INTER # 1 T INCLUDED ISWIDTH = 30.00 SK = 0.00 RAD = 30.00
TERM # 1 : CHOPPED
TERM # 2 : CHOPPED
ITEM MEASUREMENT QUANTITY
SURFACE AREA- 22796.28 S.F.
ROADWAY EXCAVATION 0.67 FT. 562.9 C.Y.
CRUSHED SURFACING TOP COURSE 0.50 FT. 422.2 C.Y.
CRUSHED SURFACING BASE COURSE 0.00 FT. 0.0 C.Y.
ASPHALT CONCRETE 0.17 FT. 288.5 TONS
CURB TYPE R EXISTING 0.00 FT. PROPOSED 1438.2 FT.
STREET # 2
NAME- LANE Q LENGTH- 220.00 FT. WIDTH- 40.00 FT.
BEGINNING STATION = 1046.00 ENDING STATION = 1266.00
INTER # 1 T INCLUDED ISWIDTH = 30.00 SK = 0.00 RAD = 30.00
TERM # 1 : CHOPPED
TERM # 2 : CHOPPED
ITEM MEASUREMENT QUANTITY
SURFACE AREA- 10086.28 S.F.
ROADWAY EXCAVATION 0.67 FT. 249.0 C.Y.
CRUSHED SURFACING TOP COURSE 0.50 FT. 186.8 C.Y.
CRUSHED SURFACING BASE COURSE 0.00 FT. 0.0 C.Y.
ASPHALT CONCRETE 0.17 FT. 127.6 TONS
CURB TYPE R EXISTING 0.00 FT. PROPOSED 444.2 FT.
STREET # 3
NAME- LANE B LENGTH- 120.00 FT. WIDTH- 30.00 FT.
BEGINNING STATION = 1040.00 ENDING STATION = 1160.00
TERM # 1 : CHOPPED
TERM # 2 : CHOPPED
ITEM MEASUREMENT QUANTITY
SURFACE AREA- 3600.00 S.F.
ROADWAY EXCAVATION 0.67 FT. 88.9 C.Y.
CRUSHED SURFACING TOP COURSE 0.50 FT. 66.7 C.Y.
CRUSHED SURFACING BASE COURSE 0.00 FT. 0.0 C.Y.
ASPHALT CONCRETE 0.17 FT. 45.6 TONS
CURB TYPE R EXISTING 0.00 FT. PROPOSED 240.0 FT.
STREET # 4
Page 1 of 1
Merrijean Gadd
From: Sandra Raskell
Sent: Thursday, December 08, 2005 4:13 PM
To: johnsaywers@msn.com'
Subject: Bond Estimate
Attachments: Bond Estimate Worksheet.xls ~163,c, IG a,-'g u~p4
Sandra Raskell, P.E.
Development Engineer
City of Spokane Valley
11707 East Sprague Avenue
Spokane Vailey, WA 99206
Phone: (509) 688-0174
Fax. (509) 921-1008
12/9/2005
i
i
~ BOND ESTIMATE
Project Name: ~~ti '
Project Number. po~~e
Date:
Prepared by: S. Raskell Valle`T 41 ~v
Item Description % Remaining Quantity Unit Unit Price Total
Drainage Items
1 Drywell, Type A(incl backfill, fifter fabric, frame 8 grate) EA $ 2,10000 $ -
2 Drywell, Type B(incl. backfiIl, fiRer fabric, frame 8 grate) EA $ 2,70000 $ -
3 Concrete Inlet, Type 1 EA $ 600.00 $ -
4 Concrete Inlet, Type 2 EA $ 600 00 $ -
5 WSDOT Inlet and Grate EA $ 1,300.00 $ -
6 Catchbasin, Type 1 EA $ 750.00 $ -
7 Curb Inlet, Type 1 EA $ 7500 $ -
8 Curb Inlet, Type 2 EA $ 600.00 $ -
9 Metal Frame and Grate EA $ 300 00 $ -
10 Pipe, 4inch PVC, perforated LF $ 12 00 $ -
11 Pipe, 4inch PVC LF $ 12.00 $ -
12 Pipe, 12-inch PVC LF $ 18 00 $ -
13 Pipe, 6-inch CMP LF $ 1500 $ -
14 Pipe, &inch CMP LF $ 16.00 $ -
15 Pipe, lainch CMP ' LF $ 1800 $ -
16 Pipe, 12-inch CMP LF $ 2000 $ -
17 Pipe, lrinch CMP LF $ 25.00 $ -
18 Pipe, 18-inch CMP LF $ 28 00 $ -
19 Pipe, 24inch CMP LF $ 3800 $ -
20 Pipe, 10-inch CPEP or HDPE LF $ 18.00 $ -
21 Pipe, 12-inch CPEP or HDPE LF $ 21 00 $ -
23 Pipe, 18-inch CPEP or HDPE LF $ 25.00 $ -
24 Pipe, 24inch CPEP or HDPE LF $ 40 00 $ -
25 Pipe, 3Qinch CPEP or HDPE LF $ 4500 $ -
26 Pipe, 36-inch CPEP or HDPE LF $ 55 00 $ -
27 Manhole, Precast Type I- 48 EA $ 2,10000 $ -
28 Manhote, Precast Type III - 48 EA $ 1,700.00 $ -
29 Manhole, Precast Type I- 60 EA $ 2,500.00 $ -
30 Manhole, Precast Type III - 54 EA $ 2,50000 $ -
31 Solid Manhole Lid EA $ 325 00 $ -
32 Concrete Inlei Pad EA $ 200.00 $ -
33 Concrete Slotted Cawer w/ Ring Eq g _
34 Pond Outlet Structure LS $ 1,000.00 $ -
35 Pond Access Road + Temp Cul-de-sac CY $ 17.00 $ -
36 Crft. Chain Link Fence LF $ 15.00 $ -
37 12-ft wide Locking Gate EA $ 500.00 $ -
38 Pond Excavation Incl. Haul CY $ 10.00 $ -
39 Dftch Excavation Incl. Haul CY $ 8 00 $ -
40 Sod SF $ 0 80 $ -
41 Seed, Fertilize and Mulch SF $ 0.05 $ -
42 Irrigation System (public drainage facildies) $ _
43 Bentonite Clay Evaporative Pond Liner CY $ 12.00 $ -
44 Membrane Liner SF $ 0.75 $ -
45 Topsoil CY $ 18.00 $ -
46 Washed Drainrodc CY $ 31 00 $ -
47 Cleanng and Grubbmg (under one acre) AC $ 3,000.00 $ -
48 Clearing and Grubbing (1-5 acres) AC $ 2,000.00 $ -
49 Clearing and Grubbing (over 5 acres) AC $ 1,500.00 $ -
, I
50 Non-Woven Geoteadile Fabric (E .kment drains) SY $ 4 00 $ -
51 Fifter Fabric (under riprap in ditches/outfall pads) SY $ 3 00 $
52 Riprap for Ditch (3 inch minus) CY $ 20.00 $ ~
53 Riprap for Ditch (6 inch minus) CY $ 25.00 $ -
54 Riprap for Ditch (12 inch minus) CY $ 3200 $ -
55 Riprap Outfall Pad (hand placed) CY $ 50.00 $ -
56 Energy Dissipator (DOT) L.S. $ - $ -
Drainage Items Sub-Tota! $ -
Roadway Items
57 Rough Grade and Excavation (sub-grade preparation) CY $ 10.00 $ -
58 Mobil'¢ation LS $ 1,000.00 $ -
59 AMOCO 2002 Fifter Fabric (or equivalent) SY $ 3.00 $ -
60 Pit Run Ballast Material CY $ 12.00 $ -
61 Base Course CY $ 24.00 $ -
62 Top Course CY $ 25.00 $ -
63 Asphatt Cancrete Pavement TN $ 45.00 $ -
64 Asphatt Concrete Pavement (2 in) SY $ 4 25 $ -
65 AsphaR Concrete Pavemerrt (3 in) SY $ 6.80 $ -
66 Sawcut Existing Asphalt ($1.50ln of depth/If) (<10001f =$5/If) LF $ 5 00 $ -
67 Curb, Type A LF $ 9 00 $ -
68 Curb and Gutter, Type B LF $ 10.00 $ -
69 Curb and Gutter, Type C LF $ 2.00 g _
70 Curb and Gutter, Type R LF $ 1000 $ -
71 Curb and Gutter, Type R(reinforced with rebar) LF $ 12.00 $ -
72 Sidewalk SY $ 23.00 $ -
73 Driveway Approach SY $ 20.00 $ -
74 Wheelchair Ramp EA $ 300.00 $ -
75 WSDOT Type III Barricade EA $ 250.00 $ -
76 WSDOT H-1 Flexibfe Gwde Posts EA $ 25.00 $ -
77 WSDOT H-3 Pipe Bollards EA $ 250.00 $ -
78 Street Signs EA $ 175.00 $ -
79 Striping LF $ 1.50 $ -
80 Tubular Reflective Traffic Delineators (flexible) EA $ 30.00 $ -
81 Barrel-styAe Reilective Traff'ic Delineators EA $ 50.00 $ - ,
82 Barrel-style Reflective Traffic Delineators wJbase EA $ 90.00 $ -
83 Temporary Traffic Control LS $ 1,000.00 $ -
84 Monuments (1 apprar. every 340 ft) EA $ 200.00 $ -
85 Cross-gutters, Type 1 SY $ 30.00 $ -
86 Cross-gutters, Type 2 SY $ 25.00 $ -
Roadway Items Sub-Total $ -
Erosion Control Items
87 Sift Fence LF $ 4.00 $ -
88 Straw Bales EA $ 7.00 $ -
89 Pertnanent Seeding and Planting SF $ 0.03 $ -
90 Inlet Protection EA $ 10.00 $ -
91 Rock Construction Entry SY $ 1600 $ -
92 Erosion Control Btanket SY $ 3.00 $ -
Frosbn Control ltems Sub-Total $ -
SUBTOTAL of ALL lTEMS $ -
3% inflation from year 2002 to 2004 $ -
Sub- Tohal includirrg infla6nn $ -
CONSTRUCTION TOTAL (includes multiplier of 1.10) $ -
Inspection
r
33 Inspection of Drainage Faeif'sties - L5 $ 5,0[]0 00 $ -
94 Inspectinn af Roads 5TA $ 50000 $ lnspectbrr ltems Sub-Tbtal $ -
StJLi7`QTAL afALL lrEMS $ -
3°k inflation fram year 2405 ta 2007 $ -
5ub-Tofel lncludrng mflatiorr $ -
INSPECTION TOTAL (includes rrtuTtiplier of 1.10) $ -
GRANm TOTAL (includes multiplier af 1.10) $ -
~ . .
Savweu
En~~neerinc)
~ ~ ~ ~ ~
327 w a- A~, s„rte 202
SpofcaRe,1NA 99204
(509) 7440300 --04
Tanuary 6, 2006 4A(509) 744-0304 ►-ax 2006
City of Spnkane 'G'alley ?D
11707 E Sprague Ar~etiue UaLIC WOUS
Spakane Valley, WA 99206
Attn: Sandrai Raskell, P.E.
Re. SheBey Lake Retlectiana and 2°d Addition Pond Certific.ntion Issues
Uear Sandra:
The purpase nFthis letter is to proride the required informatian ccertifying that the pvnds in the Shelley
Lakc Re£lectinns and 2"d Addifiivn projects v~~l function as designed tv treat and dispase ofstarmwater
runoff.
The pands haae been investigated and revvisions were ma.de to the pond design.s to amprave their
perforinance and rem4ve the standing water prohlerns for the projects. The revisions to the parnds were
completed C7ctaber 24, 24105 and the ponds were observe+ei approximately every week after this date tv
ensure that they b'apped and infitbrated the runoff as requiresi.
As a final test of the perforznance of fihe ponds, twa specific n.noff events were ohservei. 'i"he first
occurred Ilecem'ber 21 a.nd 22 with rainfall an►QUnts of 0.48 inches and 0.49 inches respectively. The
pvnds tiwere observed on December 23 and were wet, but had no stan[ling water. I8 vvas sti1'l raining at
the time of o'bservation. `1'his eVent was fallvwei by a drying periad of 24 hours and then additiQnal
rain with 4.48 inches falling mn I?er,ember 2$. The ponds ravvete again observed on d7ecember 29 when
there vvas nQ rasn and all of the ninnoff had been anfiltrated.
The rainfall amvunts were takera frorn c1imatQlcrgical data provrded by NOAA fman the Felts Fietd
girpvrt raain gauge stats4n. A r.opy of the report has been included withh this letter.
Should you have any questions or camments related to this certif cation, p1'ease do nof hesitate ta call.
Sincerely,
Saywers Engineering
IV Or
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Jahn Saywers, P.E. 36212 A
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UNEnITED LD+GAL CLIINATDLQGI+CAT., DA5"A station Location: FELTS FIELD AIRPURT (5FF)
NQAA, Naliona1 Clitnatic Aata Center SP[]KANE, WA
Momth:l2l2OU5 L.at.47°41`N Lon.117°14'W
. Elevation(Grvund): 1976 ft. abnve sea 1eve1
TtmpEraturt , i7cgree DsYs 5now11ce on ipttativn Wind• Speed-mpb
Rrtssur~(inchzs vf H
0 ~ ~F~~~`~t ~ L]ep ~$tiSe 5$ Z'iA'[]Llld~[A~ rs Llll-ftFl 94l~drE Ct9
a Q600 I1240 0 2d(10 A max mu+c ~
v
Max. 1Nir~. Avg. Frc+m ~'vB AvWetg H~li~i~ Caaliny Si ~i rcanf VJealhtr L5T LST ' LST ~,vg. E1.esultsnt Ttes Avg. S-sec 3-rni n t
Normal,Dew p[. Sulh De ~th Wster Snow Watar SteEien le+nel SRe~ bir 5~d Speed E S~ed Y]ir ~
E viv~ Fell E uiv
31 14 2-5 m 24 26 40 0 5N FG-+ FG FZFG FIZ m - [v[ 0.14 37.56 30.46 6.6 12 3.2 210 20 Ifi 20 12 32 18 25 N€ 28 27 _ 40 0 5N FG* FG FZFC', Nf - Hf 0. i4 27.60 29.99 3.0 22 4.8 18 21 14 22 2
3 23 17 20 M 19 20 45 0 -G4. FG FZFC3 M - hT Q,D6 28.01 30.22 1,2 22 2.2 7 29 6 22 3
4 28 15 21 kt 18 19 44 p 7G M - Ni 0.01 28.31 30.55 0.5 4 1.4 7 3 6 2 S
S 29 15 22 A+I 24 25 43 0 !G M - lvf T 26.16 30.39 3.3 22 5.0 15 30 13 24 S
6 24 7 16 M 13 15 49 0 -G+ FG FZFG f°IZ M - M a. i l 26.29 30.53 0.6 21 1.3 12 23 10 27 6
T 20 5 13 M J 11 52 0 FG+ FG FZFG M - M 004 26.26 30.32 QA (f .1 7 35 3 33 7
8 21 5 13+ M 14 : 12 52 0 F~, M - M p,OD 29.30 30.37 0.2 9 .i G 3 5 4 8
927 CS _ Zl M 16 18 44 D 'G IiZ fvI - M 0.40 38.35 34.61 03 a 113 6 36 6 19 9
10 29 l2 20 NI 17 39 45 p 'G FZFG HZ M - M 000 28.38 30.62 4.1 23 .8 6 fi 5 24 19
11 27 18 23 A9 31 23 42 0 r'G+ Fii EZf•G M - h9 0 04 28.23 3044 0.5 T 1.1 !0 S a 10 11
12 76 19 22 I+7 20 21 43 0 F~'i+ FC.a FZFG M - M 0.00 2799 30.18 1.8 32 2.9 12 22 10 22 12
13 21 18 20 M 16 19 45 d 'C m - M 000 28.13 30.35 1.1 k7 3.7 lO 19 9 19 13
14 25 18 72 M 20 21 43 0 ~0 1N - M 0.40 29.30 34.55 2.7 36 3.6 4 33 S 34 14
15' 24 11 1$ M 14 id , 47 p ~Gt F~', FZFG M - 1N 4.00 28.16 30.40 0.1 23 .3 6 2 fi b l5
Eb l9 1[] 13 M 14 15 ' 54 6 `0+ F[', FZFG 91Z m - 3v1 000 28.43 30.28 0.3 23 1.9 8 35 6 34 16
17 26 5 15 M 11 13 49 4 ~G m - 3H 0104 28.11 30.35 a.5 20 .9 7 22 6 21 67
lB IS S Ifi Ywf 10 13 qp U pG 1Nf - is9 4.00 28.15 30.37 0.0 0 .4 9 4 b 23 kS
19 26 14 20 tvi 15 20 45 0 HZ M ~ m T 28.17 30.39 6.5 31 1.6 9 26 7 27 19
" M -IL -U--2.L 27 -U- --16.~ i?. F.~ M - Ii 0A2 29 82 30.32 l 2 $ 13 13 6 10 6 20
21 40 31 36 M. 31 34 39 0 RA FG HZ - M _ 0.48 29.86 34.02 1.7 2 2.2 8 4 7 3 21
32 48 37 43 M - - 22 0 ;J1 FG HZ M - 1VI 0.49 27.67 • 1.6 23 4.1 30 18 ifr 29 22
23 44 37 41 h1 37 39 24 0 :A FG hS - ts7 0.07 28.46 3012 0.7 25 2.9 17 20 14 31 23
Ttl 54 33 42 M 39 40 23 0 tA FG+gG m - lN 0.09 2743 30.08 0.5 4 1.2 7 6 6 4 24
ZS . 51 33 42 M 37 39 23 p ~G4- FG M - tut 0.00 27.61 29.76 2.3 21 5.4 34 22 22 22 25
26 +15 37 41 m 38 40 24 0 yA F'G M - M 0.14 27.67 29.80 1,7 19 2.7 21 21 17 21 26
27 41 34 38 M 36 37 27 0 M - fw! 0.18 2781 24.48 l1 b 3.5 15 13 E4 17 27
28 41 37 351 M 37 38 26 8 te4FG M - lwS 0.48 27.66 39.94 1.9 20 4.2 21 27 17 37 28
29 40 34 37 M 3; 35 29 4 • Ivi • I4t 0,06 27.83 30.[}0 17 20 4.6 15 21 13 al 29 30 38 35 37 dM 35 36 28 ff Reh FG M - M 0.41 27.35 31.32 4.6 7 5.3 13 7 IO 6 30
3l 47 38 43* dN 39 40 32 0 RA FG HI - M 0.52 27.20 32.27 00 30 23 lb 31 93 31 31
vn v deru~as ~Ta13~3 2798 30.37 0.4 19.6 2.5 sMonshlv P+~raj,te
~ --f3e48rturc Froett 4omte2 ~
Ilegree Days dvfas[h8p 5cason tA E7a[c Grestcst 24-he Freccpitation: Date• 5ea I,evel Pressuee Fate Time
4eeatesi 24-hr ,nawt'alk• Date: Mnximum
Tntal [7spartsarc Tqsai Dtpanurs Gnatest Snow Depth: I]ats: Minimum
Hsaqag: „
ax 'f'emp a~4{3: hSin Temp t-32: E"r~cipitosion O l inch•
C~ling Number aFDays wiih..____. ax Temp ~32• Min ~'emp -D . Precipitatiffn - Y(Y tnch:
. undersSOrrns : a E3eaw Fvp 11 anowfail -1 0 inch : 0
„ . * F.K7'RSME FOR 7"ffE h70NTH - LAST OCC1IRRE1VCE IF MORE'['HAN ❑NE<
~
U.5 Ueparlmeni of Commerce UNEDIT~D LOGAL Afatianal Clima3is [7ata Cenier
NaUonal Owanfc u Atmospheric Fesleral Buikimg
Administmt~n CLIMATOLOG1CI01L DAfiA 151 PanonAvenue
Hql1RLY PR€CIPITI4TIaN TABLE nShevft, Novr, cerorna 28801
FELTS'FIELD AIRP[3RT [SFF]
SPt3KANE, WA
(12f200S)
A.M. HC3lJR{L.S.fi}ENDING ►4T P.Mi. HaUR(L.S.T) END7NG AT I ~
DT -1_ _g- -3--L"!- --5-- -6- --7- --8- -9- -10-- -11- -12- -DT- ~-1- -2-- --4-- -5---6r -7- --8- -5-- -10- -11- -42-1-DF-
1- - - i i.02 .i .[)~'i 1 A'f T T T T T T T T T T 1
2 7 Y 7 T T T T .01 T - .41 .02 2 .02 03 .43 .OS .01 - - 2
3 - - - - - - - - - - - - 3 - - - - - - _ - - - - 3
~4 - - - - - - - - - - - - $ - - - .01 - - - - - - - - 4
y T d - - ...,s T 5 - - o_.. - - ..o - 5
B .01 - - - .r 04 Ei .03 .02 - - - - - ` e .Oi - - B
7 Cil - 01 .Dt .41 - - - - 7 - - - P - - - _ - - _ 7
8 - - ' - - - - - g - - - - - - - - 8
g - .r - - - - - .r e a - r. g - - - - - - - _ - g
t0 - ` - - - - - - 10 - - - - - - e - 70
11 - - - - - - - - - o - 111 - - - - - - r.. 13
92 - - - - - T... - w W - - - 12 - - - - - - - T- - - - - 12
7 3 - - - - ...r - - _ - - 13 - - - - - - - e - - 13
14 0 _ a.. - - - - - - - - 14 - ..s - - - - v - - - 14
15 75 .K., _.y .W. - - - - - - - - 15
16 - - - - - - - - - - 18 - - - - - - - - - - - 16
17 77 T - d. w - o.._ - - - 77
,s~.~..----~,._~ ,a ._,,s,_,....- - _ - ls
.19 ~ ~ ~ v.. ` - ~ 19 - T - T 19
120 - - .4 - - - - - 20 . - - - - - 'Y .09 01 T- - 20
;21 - - - - - - T - - b1 b1 - T 21 .Oi T 01 - - - .43 GF .72 .11 .08 M 21
' 22 .i)S T ~ - - .06 05 .03 01 22 .01 7 ` - .05 Ui .94 12 - - - ~ 22
23 - - - .01 - ~ _ - - - 23 - - - T - .01 01 .41 ~ .03 23
24 .01 03 .41 02 .07 - ~ - - - 24 - - - - ° - 24
25 - - - _ - - - - - 25 - - - - - - - - 25
26 - - - - - - „Y - w.. .09 .01 26 01 M .01 - - - - - - - - 26
27 - - - - - - - - - .07 .06 .45 27 .42 01 43 T - - - - - - 27
28 - - - - ^ 01 .03 .03 .01 .03 28 .09 11 06 .07 01 - - ~ 28
29 - - - ...a - - - - - - 29 - - - - ~ - - - 29
30 - - - - F .01 . T v- 7 02 .03 30 .03 .(}2 .01 fJ4 .OS .OS .Oc 03 dT - .01 01 30
31 .64 81 - - .07 .03 .06 ~ T 01 - 31 - - - d - .02 OB 42 .l 04 02 31
~ ~
Savwer-i
Engineecing
$271N S'" Ave, 5uite 202
Spokane, WA 99204
- (509) 744-0300 IA(509) 744-0304 tax
December 15, 2005 ~ ~ CIEU'►1 IE
5andra Raskell, P.E. - ~
Cify af Spokane Valley aE~ 2(~ 20(15
11707 E. Sprague Ave,
Suite 1 06
Spokane Valley, WA 99206
RE: Shelley Lahe 2"d Additian (PE-1750) Canstruetian CQrtifcatian.
Sandra,
Vlle have received yaur cvmments an our certification package and would 1ike ta
address yvur comments with this letter.
1.The swale locafed at fhe intersec#ion of Shelley Lake Lane and Galway
shall be floed tesfed.
This pond was re,paired and agrave! sump along wrth a small settJr`ng
pond fo eliminafe future pond failures. f witnessed thrs pond drain
carnplefely within 24 hours anol inspected the pond performance
every week for apprvxrmafely 6 weeks before #he srrvw felf. There
were severaF days vf rntense rain. The pond perf+armed as designed
and an addrtivnal flavd tQSt shauld nat he reqUirsd. Addifianally #he
build out vf areas cantributrng tv #hrs pond wr"!P efimrnate silts that
haye been a probletn r"n the ,past.
2. Concrere cylinafer break infvrmativn is missrng from July 15, 7999, Ju1Y 79,
1999 and llilay 75, 2007. See Address 2 through 5 below.
3. Curb and gufifer comRactran tesfrng is missrng fram Rprr'I 13, 2007. See
Address 2 through 5 below.
4. Farling tesf were indicated and not retesfed for May 2, 2007. See
Address 2 thraugh 5 below.
5. The May 3, 2007 daily repart rndreates compactrnn tesf resuJfs were nvt
conducfed.
We are addressing comments 2 through 5here; we understand the
issues with t'he misstng data and vfFer this expianatian. The data
that was available came from a company "STI'Northwest" which has
been sQld for the secand time since the project was cvnstru+c#e+d and
has also moved locations. We searched every bax of paper the
company had availahle and were very pleased tu find the data
presented. Althaugh the certificatinrr package has the missirag da#a
as stated abnve in cornments 2 through 5 the informatian that we
have shaws the project was inspected very elasely. Additionally we
have a project that has heen cvnstrueted from 1999 ta 2001, and the
perFvrmance of the areas that had either a failing test result or
missing test results has perFvrmed as designed and should be
accepted.
6. Yvur pvnd re+visron report indicafes dryweIl depths greafer tha,n fi-in. The
Spokarae Valley's 5formwater Ordr"nance is baseaf on a treafinent depth af
fi-rn. The changes fa the Fands are accepfecf with the deviation frvm the
sfandard for fhrs project anfy. Fufure stormwater designs ufilizr`ng the
Stvrmwater (]rdrnance shalf be desigrred usrng the 6-rrr treatment depth.
Noted, we will use a maximum +depth of 6-irn for treatment in all future
prvjects.
7. Updated calculafiDns vvere nat submitt+ed far the pvssible chartges to the
Gvws#ring sizing,
Bowstring calculativns ha►►e been proaided Via fax on Decemher 13,
2005.
Thank you for reviewing our submittal and feel free to cali us regarding our
respanses ta yvur questions.
5incerely,
VA3
John F. Saywers, P.E.
Saywers Engineering 4
~ 0016.t2 ~ ~
06
DRAINAGE CA►'~~ULATIC]NS
FOR
SHELLEY LAKE 2 N° A[3QITIQN
5pvkane, WasFaingtvn
aecember, 2005
Prepared by:
Saywers Engineering
327 W 8t' Ave, Suite 242
Spvkane, W'A 99204
Ph 509-744-[7300
Fax 549-744-0304
These calculations have been prepared by the staff of Saywer5 Engineering under the direetiQn of the
undersigned prafessional engineer whose seal and signature appear hereon.
~
4
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~ 0036212
d
~ (b
~MA,L , IP
~Exppg9 Qo-f8-OiAl
John F. Saywers, Q.E.
PEAK FLOW CALCULATIOA1 PRVJECT. 5helley Lake 2nd Addition BDWSTRING METHOt3 PRt7,lEGT: 5heuey Lake 2nei Addition
10-Year DeSlgn 5tol'm ' DETEfVTlOhi BASIN DESIGM BA51N A
DESiGIVER GLA
BA51N A DATE: 20-QBC-05
sot Area 94,090 SF 2 16 Acres
Imp. Area 31,824 SF C= 0.9 T'ime Incremsnt (min) 5
Perv. Area 62,466 SF C= 015 Time ai C.onc, (min) 918
UUt C= 040 oufflaw 4et5f 1
Design Year FEow 90
CASE 1 Area (acres) 2.18
Impervious Area (sq ft) 31,624
76 ft. C7verland Flow 'C' Factar 0.40
Area ' C 0$68
Ct = 4.15 Treatmerit Area 17,625
L = 76 ft.
n _ 0-40 Time Time Inc Intens. Q Dsue! Vo3 In Vol.nut Stvrage
5= 00340 [min] (sec) {iNhr) (cfs) (cu ft) (cu ft) [cu f#)
918 551 235 204 1508 551 958 s=~
Tc = 3.33 min., by Equativn 3-2 of Guidelines
5 3{30 318 2.76 1109 340 809
700 ft Gutter fl[rw 10 $DQ 2.24 9 95 1632 fOD 932
15 900 1.76 152 7657 900 757
Z1 = 50.0 For 7_2 20 1200 1 45 1.28 1751 1200 559
Z2 = 10 Type B= 1 0 25 1500 1.23 1.07 1801 1500 3[]1
n= 0.016 Ftokfed = 3.5 30 1800 1.(]5 091 9812 1800 12
5= 00100 35 2100 081 079 1809 2100 -291
40 2400 0.81 0.70 1819 2400 -581
d= 02000 ft Flow Width 100 ft 45 2700 4.74 064 1853 2700 -847
50 3000 069 060 1907 3000 -1 0S3
55 3300 0 65 4.35 4965 3300 -133 s
A R a Tc TC total I Qc 60 3600 0.61 053 2019 36U0 -1581
102 0.10 204 5 85 9.18 235 2.04 65 3900 0.58 051 2015 3900 -1825
70 420[1 056 049 2150 4200 -2054
QPeak iar Case 1= 2.04 cfs 75 4500 0.55 0.48 2256 4500 -2244
80 4800 0.55 048 2378 4800 -2422
85 5100 053 046 2454 5i DD -2546
JO 5440 0.50 043 2414 54(]0 -2986
CASE 2 95 5700 0.45 0.39 2309 5700 -3397
100 6000 0.49 0 43 2636 6000 -3364
Case 2 assumes a T4me af Canr.entration less than 5 eninutes sa that the
peak flow = 90(Tc=5 sntensityXlmp, Area) = 2.08 cfs "05-013" TRF 4TMENT REQ4JIREMENTS
Minimum "05-013" Volume Requfred 458 cu ft
ProVided Treatment Valume 618 cu ft
5v, the Peak Haw for the Basin is the greater af the twa flows, DRYW ELL REQUiREMENTS - 10 YEAR DE51GN STORM
2.08 cfs Maximum 5tarage Required hy Sowstnng 958 cu ft
Provided 5torage Volume 2,152 cv ft
Number and Type of Orywells Requsred 0 Stngle
1 Double
PEAK FLOW CAtGULATI0R1 Pao.iECT. Shelley Lake 2nd Addition BOWSTRlh4G METFkOi? F'RQJECT° 5hefley Lake 2nd Rdditivn
10-YeaP Design Starm DETERITIpN BA51RI ClE51GN BRSIry B
DE5lGNER. GLA
SRSIN B DRTE. 20-Qec-05
Tot Rrea 221,286 5F 5 U$ Acres
1mp Area 19,689 5F C= 0.9 Tirne Increment (min) 5
Perv Area 2[}1,597 SF C= 015 Tume of Conc. (mira) 970
Wt, C = 0.22 Uutfl[sw (cfs) 1
Design k'ear Flow 10
CA$E 1 Area (acres) 508
Impervious Area {sq ft} 19,689
~ 880 ft. OVerland Flaw 'C' Factor 0•22
kea • C 1101
C3 = O.'V5 Treatment Area 14,256
L = 68€l ft
"fun
n= ,p 40 e Time Inc Intens. Q❑edel VoI In Vnl.Dut Starage S= 01000 (min) (sec) Cinthr1 (Cfs) {cu ft) [cu ft] (cu ft)
9.70 582 2 28 2.51 1558 582 1376
Tc = 8 65 min., 6y EquatEan 3-2 of Grsidelines
5 300 318 3.50 1406 300 1106
200 it Gutter Flowr 10 600 224 2.47 1969 600 1389
15 900 1,76 193 2121 900 1221
Z1 = 50q For Z2 20 1200 1.45 160 2237 1200 1037
79 = 10 Type B-1.0 25 1500 1 23 1.35 2297 1500 797
n= [3.015 Rolled =3 5 3(] 1800 1 05 1 16 2309 1800 509
5= U.0300 35 2100 091 1{]0 23[)4 2100 204
40 2400 0.81 089 2315 2400 -85
d= 01760 ft Flow'Vu'idlh 8 S ft. 45 270o 074 0.81 2358 2700 -342
50 3000 069 0.76 2425 3000 -515
55 3300 (}.65 71 2499 3300 -801
A R Te Tc tatal I Qc 60 36OO 061 06$ 2557 3600 -1033
079 009 251 1.05 970 2,28 2 51 65 3900 058 0.64 2638 3800 -9262
70 4200 056 ❑ C2 2732 4200 -1468
Opeak far CaSe 1= 2.51 cfs 75 4540 0.55 0.61 2$67 4500 -1633 ,
80 4800 0 55 060 3021 4800 -1779
85 5100 0 53 0.59 3117 5100 -1583
90 5400 0.50 U.55 3085 5400 -2335
CASE 2 95 5700 (}.45 0 50 2932 5700 -2768
100 6000 049 0 54 3347 60(}0 -2653
Case 2 a55umes a T[me af Goncentrativn less than 5 minutes so that the
~Sealt flr~w = 90(Tc=5 tintensityXlmp Ar~) ~ 1 29 cfs "U~-D13" TREA7MEMT REQUIREMENTS
Mirnmum "05-013" Volume Required 331 cu ft
Provided Treatment'Uolume 472 eu ft
5n, the Peak flow iQr the Basin is the greater of the two flows, DRYWEL.L REQLJfREMENTS - 10 YEAR DE5IGIV 5TORM
251 cfs fNaximum Starage Required by Bovustring 1,376 cu ft
Prqvideci Storage Volume 1,924 cu ft
Number and Type of Orywells Required 0 Single
1 QQUble
PEAK FLaW CALCULATCaN QRD,IECT• Shelley Lake 2nd Addition BC}WSTRIfVG METHOD PRd9ECT: Shelley Lake 2nd Addition
18-Yeaf' De5ign 5t0rm DETENTI❑N BASIN DESIGN BASIN. ❑
QESfGNER C',LA
8A5lN• D QF1ZE 20-'f?ec-05
Trst Area 57,663 SF 1.31 Acres
tmp Area 17,206 SF C= 09 Time Increment (min) 5
Renr. Area 39,857 SF C= 0.15 Time rri Conc (min) 5.15
Wt C = 0.38 C3utflavv (cfs) 1
Des`sgn Year Flnw 10
CASE 1 Area (aCres) 9.31
Impervious Area (sq ft) 17,206
23 ft. Qverfand Flcnw 'C' Factor 3$
Area * C 0493
Ct r o1 S Treatrnent Area 8,393
L = 23 R
n= 0.40 Tims Tyms Inc lntens Q i]eveL Vnl In Vvl.put Storage
s= 0.0200 (min) Isec3 [inlhr] f ufsl (cu tt) dcu ft1 (cu ft)
5.15 309 3.14 1 55 640 309 331
Tc = 1.54 min., by Equation 3-2 o4 Guideirnes -
5 300 318 1 57 629 300 329
480 ft. Gutter flcsw 10 600 2.24 1.10 779 60[] 178
15 900 1.76 086 869 90L} -31
Z1 = 50.0 For ZZ 20 1200 1 45 0.72 935 1200 -265
Z2 = 1.0 Type B= 10 25 1506 1.23 O.61 972 1500 -528
n= {].016 RoIled = 3.5 30 1800 1.05 052 985 1800 -815
5° 00700 35 2100 091 0.45 990 2100 -1110
40 2400 081 040 999 2400 -4401
d= Q 1585 ft. F1Csw Width 7,9 ft 45 2700 0.74 0 36 1022 270[} -1878
50 3000 069 0.34 1054 3000 -1946
55 3340 065 0 32 1089 33(]0 -2219
A R Q Tc Tc total I Ctc 60 3600 0.51 030 1121 3600 -2479
0.64 008 1.55 331 5.15 .3.14 1 55 65 390D 058 0.29 1154 3900 -274€
70 4200 ❑ 56 0.28 1197 4200 -3003
Qpeak for Case 1= 1.55 cfs 75 4500 0.55 027 1258 4500 -3242
80 4800 0.55 027 1327 4800 -3473
85 5100 0 53 0.26 9 371 5100 -3729
90 540[3 0.50 0 25 1349 5400 -4051
CASE 2 95 5700 0.45 0 22 1292 5700 -44()8
100 6000 049 024 1475 6400 -4525
Case 2 assurnes a Time of Gvnoentraticrn ie5s than 5 minutes 5o that the
peak fl6w = 90(Tc=5 intensi[yXlmp Rrea) = 1,13 cfs "05-093" TREATMENT REQUIREMENTS
Mm'smum "05-013" Valume Requireci 218 cu ft
Provided Treatment Vatume 374 cu fi
So, ihe Peak flcsvsr tar the Basin is the gr$aier of the fiwa flows, pRYYWEL'L REQUIREM ENTS - 10 YFAR DE51GN STt7RM
1•55 cfs Maxirrium Storage Reqwirecf by Bovvstring 331 cu ft
- ProVided Stcarage Volume 1,134 cu ft
Number wd Type of Dry►vells FSequired 0 5irsgfe
1 Double
PEAf( FLaW CALCUL.ATlOP1 PROJECT: She1ley Lake Znd Add'Ition 60WSTRING METHOD PROJECT: 5helley Lake 2nd Addition
10-Year Design 5torm DETE1VTION EASkIV DE51GN 8AS1N: E
DESIGNER GLA
BASiN. E DATE• 20-DeC-05
Tot Area 97,139 SF 2.23 Acrss
Irnp Area 25,003 5F C= 0.9 Time Increment (min) 5
Pen+ Area 72,186 SF C= 015 Time of Conc. (min) 6.9$
Wt C = 0.34 C7utfilouv (cfs) ~
Design 1'ear Flnw 10
Area (aeres) 2 23
Empervious Area [sq ft] 25,003
go ft. [3Verfand flaw 'C' Facior 0.34
Area * C 0765
C3 = 015 Treatment Area 7,385
L = 90 ft
n^ 0 40 Time Time 9nc. Intens. QDevet. Vol.ln Vol Ouf Starage
S= 0.0200 (min) {sec) iinlhr) (cfs) (cu ft) (cu ft) [cu ft) ,
6.98 419 2 72 208 1170 83S 332
Tc = 4 15 min , by Equa#ian 3-2 of Guidei€nes 5 300 3.98 2.43 977 1500 377 r-=
440 ft Gutter flow 10 Fi(]❑ 2 24 1 71 1213 1200 73
15 90[] 1.76 1.34 9400 1800 -400
Z1 = 50(] For 72 20 1200 1.45 1 91 1493 2400 -907
Z2 = 1.0 Type B= 1 0 25 1500 1 23 O.94 1544 3000 -1455
n= 0 016 Rolled = 3.5 30 1806 1.05 0.80 1560 3600 -2040
S= 0.0206 35 2100 091 070 1562 4200 -2638
40 2400 0.81 4.62 1575 4800 -3225
d= 0.i 77fl ft Flow W idth 8.9 ft. 45 2700 0.74 057 1607 5400 -3793
50 3000 069 053 1656 6000 -4344
55 330[} 065 0.50 1709 6600 -4891
A R ~ Tc 7c total I Qc 60 3660 0.61 047 1756 7200 -5442
0.80 009 2.08 2.82 6 98 2.12 2 08 65 3900 0 58 0.45 18{]8 7800 -5992
70 4200 056 0 43 1874 8400 -6526
Qpeak for Case 1= 2 08 cfs 76 4500 0.55 042 1968 9000 -7032
80 4800 Q.55 0,42 2076 9600 -7524
85 5100 0 53 0 41 2143 10200 -8057
gp 5400 050 4.38 2109 9(}800 -8691
GFtSE 2 95 5700 0.45 35 2018 11400 -9382
100 6000 a.49 0.38 2305 12000 -9695
Case 2 assumes a Time of Cancentration less than 5 mmutes so that the
peak flvw = 90(Tc=5 IntensityXlmp. Area) = 1.64 c#s "Q~013° 7R~ATMEIdT REOLIIR~MEIV'~S
Minimum "05-013" Volume Ftecwred 182 cu ft
Prvwded Treatmemt Vulurne 209 cu ft
5n, thePeak flow fer the Basin is the greater mf the fwa flows, QRYW ELL REDLtIREMENTS - 10 YEAFt DEStGN STURM
2.0$ cfs INaximum Storage Reqwred 6y Bowstrirag 377 cu ft
Provided 5tarage Volume 1,354 cu ft
Alumher and Type of Drywells Require[i 0 5ie[gle
2 Oovt79e
PEAK FLOW CALGIlLATIaN PROJECT. 5helley Lake 2nd Adslition BC]WSTRING METHC3R PROJEC7. 8hell2y Lake 2nd Addibai
50-Year Design stofm C]ETENTION BASiN DESlGN BA~~~: A
DE5IGNER ~'aLA
BA51N. A DATE 20-UBC-05
Tat Area 94,090 SF 216 Acrss Time Increment(rnin) 5
Imp Area 31,624 SF C= 09 Ttme af Canc (m`sn) 862
Perv. ,qrea 62,466 SF C= 0.15 Qutflow (cfs) 1
Wt. C= 0 44 Design Year Flow SO
Area (acres) 216
CASE 1 Impervivus Area (sq R) 39,524
'C°Factor 0.40
76 ft, i7verland FEow Area' G 0.$5$
i Treatment Area 17,525
Ct - 015
L _ 76 ft Tirrre Time Inc Intens ' Q[?eVel Vol In 'Jol C]ut 5tarage
rt = 0.40 (min) lsec) [iNhr] icfs} iar ft3 (cu ft? (cu R)
S= 0.0300 5.62 617 3 51 3.45 2111 517 1594
Tc = 3.33 min-, by EquaGars 3-2 0f Guidelines 5 300 4.38 3 98 1598 300 1298
10 660 3.21 2.79 2451 604 1661
700 ft. Guttes flow i5 900 2 44 212 2281 940 1381
2[] 1200 1.98 1.72 2367 9200 1157
Z1 = bQ {1 Far Z2 25 1500 1.68 1.46 2440 1500 940
Z2 = 1.0 Type B= 1 p 30 1$00 9.46 117 2504 180[} 704
n = 0016 fiollad = 3.5 35 2100 1.30 1 13 2587 2100 467
S = 0.01{10 40 2400 1.18 1 02 2634 2440 234
45 2700 1[]8 0.94 2707 2700 7
d= 0 2327 ft FIDw Width `Y1.6 ft 54 3000 101 0 87 2778 3000 -222
55 3300 094 082 2839 3300 -461
6(] 3600 6.88 077 2891 3800 -709
A R Q Tc Tc tata! I Qc 65 3900 6.83 0.72 2945 3500 -955
1.38 012 305 5 29 8.62 3.51 3 95 70 4200 0.79 0.59 3019 4200 -1181
75 4500 0.77 0.67 3127 4500 -1373
qPeak for Case 1= 305 cfs 80 4800 4.75 4.85 3258 4804 -1542
85 5100 [].73 4.64 3363 5100 -1737
90 5406 4.70 061 3383 5400 -2097
95 5700 0.66 0 57 3355 5300 -2345
CRSE 2 100 6000 0.58 0.59 364$ 6000 -2352 '
Case 2 assumes a Time vf Concentrabon less than 5 minutes 5o that the "05-013" TREA3MEh17 REf]UIREMENTS
peak flow = 90(Tc=5 intensity)(Imp Arsa) = 2 99 cf5 Minim~sm'05-013" Volume Ftequired 458 cu fl
Rmvided Treatment Vokume fi18 cu ft
❑RYWELL REC]UIREMENTS - 50 YEAR DESIGN Sl'C3RM
So, the Peak flew fvr the Basin ws the greater of the Nua i#aw5. IVlaximum Storage R$qufred hy Bowstrsng 9 594 eu ft
3.05 cft Prvvided Storage Vnlume 2,152 cu ft
Numaer and Type oE DrYweIIs Required 0 sin3l$
1 Douhle
PEAK FLOW CALGLILATIaN PRC]JECF ShBlley L81[Q 2nd plddit3On 6DW5TRING METHfOLI RRL}JECT: SheIley Lake 2nd Aidditioi
50=Year Design 5torm CIETENTION BRSIN DE51G4V BW51N: B
C7ESIGfJER GLA
eA51N. B f]ATE: 20-Dec-05
Tot Araa 221,286 SF 5 48 Rcres Tinae Incrernent (min) 5
6mp Area 19,689 5F C= 0.9 Time of Cnnc. (min) 9 60
Perv. Area 201,587 5F G= 0.15 IJutflow [cfs] 1
Wt G _ 0.22 Deslgn Year Flow 50
Area (ar,rss) 5.08
GASE 1 impecvivus Area (sq if) 79,689
'G' Fackar 022
`=====680 ft. Gverland Flow Area ` C 1.101
Treatmeni Area 14.256
Ct= 015
L= 680 ft Yime Time fnc Is~tens Q Deve1 V~I.In Va~.f7ut Starage
n= 0.40 f minl f sec1 f inlhrl [Cfsl (cu R) [cu ft, (cu ft)
s= o.aaaa 9 60 576 3 29 362 2795 576 2219
TC = 8 65 min , 6y Equation 3-2 af Guidefines 5 3130 4 58 504 2626 300 1726
10 600 3.21 3.53 2814 Gflfl 2210
20 0 ft. Gutter flvw 15 900 2 44 2 59 2946 90[} 2046
24 1200 198 218 3044 1200 1844
2I = 50.6 For Z2 25 1600 1 68 1 85 3130 16Q0 1630
Z2 = 1.0 TYPe 6° 1.0 30 1800 1.46 1 61 3207 1800 1447
n= 0A16 Rolled = 15 35 2100 1 30 1 43 3283 2100 1183
0.0340 40 2400 1.18 130 3365 2400 965
45 2700 1.48 1.99 3455 274Q 755
d= 0 2020 ft. Flow Witith 10 i ft aQ 3[100 1.01 1.91 3544 $O[]d 544
55 3300 094 1.04 3520 3300 320
60 3600 088 0 97 3685 3600 85
q R Q TC Ta tota1 I Qc 65 3900 083 0.92 3751 3906 -149
1.(}4 0.10 3 62 0 96 960 3 29 3.62 70 4200 0.79 0 87 3845 4200 -355
75 4500 077 0 85 3982 4500 -518
Qpeak fnr Case 1= 3.62 cfss 80 4800 0 75 083 4147 4800 -653
85 5100 073 0.81 4279 5100 -821
90 5400 0.70 077 4305 5400 -1095
95 5700 066 0.72 4268 5700 -1432
CASE 2 100 6000 0.68 0.75 4640 6000 -1364
Case 2 assumes a Time of Concentrahon less than 5 minukes so lhat the "05-013" TREATMENT REQ171RE'M1AAENTS
peak ftn++v = 90(Tc=5 intensityKfmp Area)= i 86 cfs Minimum "05-013" Vnlume Required 371 cu ft
PrvvEded Treatment Valume 472 ru ft
DRYWELL REQUIREMENTS - 50 YEAR DESIC'aN STf3ftM
So, ihe Peak flow far the Basin is the greater af the two flaws, Mawmum Storage fteqwred k3y BcsuvString 2,219 Cu ft
3.62 efs Provided 5tarage Volume 1,924 cu it
Number and Type nf Orywell5 Requir$d 4Sin9l8
1 poudle
PEAK FLOW CALCIILATION PROJECZ• Shelley Laks 2nd Addition , BOVlISTRII+3G METFiO[? PRC)JECT: 5he11ey Lake 2nd Addihot
50-Year Design Storm ' oETENTIpµ 6ASIN oE51GIV BASlN• D
DESIGNER GLA
BASIN 0 QA7E' 20-[3eG-05
Tot Area 57,063 5F 1.31 Acres Time Increment (m+n) 5
Imp. Area 47,206 SF C= 0.9 Time vE Corsc (min) 6.00
Perv. Area 39.857 5F C- 015 C]utflow (cfs) 1
yy{ C_ 038 Design Year Ffvw 50
Area (acres) 1•31
CASE I 3mgersrious Area (sq ft) 17,206
'C' FBCtar 038
__°-===23 ft, OVerland FIow Asea ' C 0 493
Trealment Rrea $,393
CE = 015
L _ 23 ft_ Time Tirne Inc. Rntens. Q DeveL Val In VvLQut 5toe~ge
n = 0 40 (rnin) fsec) [inlhrl (cfs) (cu ft) fr.u R1 (cu ft)
5= 0.0204 5Ga 300 4 58 226 907 300 607 -
Tc = 184 min., by Equatian 3-2 af Gwideltnes 5 300 4.58 2 26 907 300 607 -
ti p 600 3 21 1 58 i109 600 509
484 1t Gutter Hmw 15 900 2 44 910 12{}5 900 305
20 1260 198 098 1271 1204 71
Z1 = 500 Fos 72 25 1500 1.68 0 83 1323 1500 -177
Z2 F 1.0 Type B= 10 30 1800 9.48 0.72 1368 1800 -432
n a 0016 Rnlled = 3 5 35 2100 9.30 0.54 1409 2100 -691
g= 0.0200 40 2440 1.18 0.58 1452 2400 -948
45 2709 1.08 0.53 1496 2700 -1204
d = 0.1$28 R Flow Widttr 91 ft aQ 3004 1 p`i 4.50 1539 3000 -1461
55 330D 0.94 046 1577 3340 -1723
50 3600 0.88 0 43 1608 3600 -1 J92
q R q To Tc t4tal 1 Qc 65 3906 0.83 0 41 1640 3900 -2260
0.85 0{]9 2 26 3 01 5 00 4 58 226 70 4200 0 79 4.39 1684 4200 -251 6
75 4500 4.77 038 1746 4500 -2754
Qpeak far Case 1= 2 26 cfs 80 48[]0 0.75 0.37 1821 4$00 -2979
85 5100 0 73 0.36 1881 5106 -3219
90 5400 0.70 O.34 1$94 5400 -35[]6
95 5704 0.66 0.32 1880 ~ 5700 -3824 , CRSE 2 100 CpDO 068 034 2045 6000 -3955 _
Case 2 assumes a Tme of CancentraUan less tt►an 5 ntinutes sfl lhat ttre "05-093° YREATMElJT REQUIREMENFS
pea4c Row =-9(1{Tc=5 intensity}(Imp Area) = 1.63 cfs A+iini~num "05-013" Volume Required Z18 cu ft
Prouided Treatment Volume 374 cu ft
DRYWEtt REQUIREMENTS - 50 YE14R i7E51GN STC7RM
50, fhe Peak flow for the Basm is She greater of the Mro ttaw5, Maximum Stvrage #2equired by BowsTnng 607 cu ft
2.26 cfs Pruvided 5tarage Volume 1,134 cu ft
Numher and 7ype of Qrywelts Reyuired 0 5ingle
1 ❑oubie
pEAK FLOW CALCUL+ATION PR❑,1ECT- $helley Lake 2nd Addition BaWSTRING METHDO PROJECT: Sheiley Lake 2nd Addsbai
50-Year Uesign StOrm UETENTION BA5lN DESIGN BAS1N E
DESIGNER GLA
BASfN• E I]ATiE: 20-Dec-05
7ot. Area 97,139 SF 223 Acres Tfine Incremsnt (min) 5
Imp. Area 25,[]03 5F C= 09 7ime af Cone. {rcain} 8.72
Perv. Area 72.136 SF C= 015 Outflow (cfs) 2
Wt C= 9.34 flesign Year FIvw 54
Rrea (acreS) 2 23
CASE 1 4mpervivus Area (sq ft) 25,003
'C' Faetor 0•34
90 R C]Veriansi Ffow Area' C 0 765
Treatment Area 7,385
Cf= 015
L _ yp ~fime Time Inc. Intsrs5. ❑ Devel Vo1.ln Val Dut Stvr'age
n _ 040 {minD (5$c] [inlhr] IefS] (cu R) fcu R? f eu Rl
S= 0{}200 672 403 4 01 107 1658 807 859
Tc = 416 min,by Equabon 3P2 vf Guid$lines 5 340 4.58 3.50 1408 604 808
10 600 3 21 2 45 1808 1200 608
440 ft Guttef 8n+ar 15 900 244 9.87 4937 1840 137
20 1200 198 152 2026 2400 -374
Z'9 = 500 For Z2 25 1500 11.68 1.28 2099 3000 -901
79 - 1 0 Type B= 1.0 36 9800 9.46 112 2153 3600 -1437
n= 0016 Rvilsd = 3.5 35 2160 1.30 099 2222 4200 -197$
5= 00200 40 2440 1.18 0 90 2285 4800 -2515
45 270[1 108 0.83 2352 5404 -3048
d- 0 2050 fl. Flow Widtlr 10.3 f4. 50 3000 1 OS 077 2417 6000 -3583
55 3300 0.94 0 72 2473 6600 -4127
sfl 3600 o sa 0.67 2521 zaars -4679
A R C~ Tc TC tvial I L1C 65 3900 0.83 (3.E"i4 2563 7840 -5231
1 47 4.14 3.07 2.56 672 401 3.07 74 4200 439 0.61 2636 8400 -5764
75 4500 0.77 0.55 2732 9600 -6268
Qpeak for Case 1= 3 OT cfs 86 480(] 0.75 0.58 2$47 9600 -6753
85 5100 0.73 0.56 2940 10200 -7260
-
94 5400 0.70 0.53 2959 10800 4841
95 5700 066 0.50 2936 11460 -84f`i4 ,
CASE 2 900 6000 068 0.52 3193 12000 -8807
Case 2a55umes a Time mT GoncentrabQn le5s than 5 minutes so ihat the °05-{}i 3" TREAThAENT REQL6IREMENTS
peak flow =.90{Tc=5 intensitY}(Imp. Area) = 2.31 cfs Minimum "05-019" V[rlume Required 192 cv R
Rrowded Treatment Volume 209 ew ft
LIRYWELL REQUIREN{EN75 - 50 YEAR ❑ESIGN 5TL]€'•M
Sa, the Peak flow tdr the Basin is fhe greater nf the two flaws, Max'smum Storage Required by Bowstrmg 851 cu ft
3.07 cfs Rrovided Storage Volume 4.354 cu Q
Number and Typg vf £]rywells FtQquired Q 5ingle
2 {?ouble
f'
S P Cl I-C A NT F~ . ~ a 1L7 N T~
DIVISSQIV C7F EiVGINEERiNG rlN°D ROAI]S A bIIATSIOIV C]P THE PtIBLIC WORKS 3]EPFRI'MENT
NUVBFZ1bf:T 19, 2002
Nlr. DQI181d GIIftAIl
1405 S. Rotchford Dnve
Veradale, WA 99037
RE• Rotchford dmmprovexrients
November 14, 2002
Mx. Clifton:
I received your letter dated Novernber 14, 2(}02 regarding the paperwork invoived with the removal afthe
cul-de-sac and curbing of Rotchford I7rive fronting yaur propelrtty
As stated pn our letter dated Februwy 21, 2002, we have prevrously sent to you all the documentahon that
we have related to the remoVal af the ternporary cul-d.e-sac at Rotchford Dcive. We agree that the plans
lack s}aecific details regarding the reMaval raf the cul-de-sac adjacent to your property.
Since there is no additianal dacumenta#ipn available far this inatter, we are uriahle to pravide you witka the
information requested. If upon receivmg this letter, you believe that additional informatian may be found
withun aur files, Gall ffne so I can make arrangernents for you to review the pertinent f Ies m our office.
T have also stated prewiausly that Spokane Caunty required the devel❑per, Busier Heitman, ta irnprove
Rotchford Drive as part nf the corsditions of approval for Shelley Lake 2°d Addition. 5pecifically,
Conditxon vf Appraval #35 said:
"The applicant shall be responsible for the cannecrion af Rotchford Dnve tv Rotchford Dnve Gurrently
termuiatmg at the north property boundary of Rotchford Act'e Tracts. Verticai and Honzonfi.al sight
distanGe based an design speed of that roadway shall be complied rvith. Ta make the ccannection, certain
canstructiDn may be requFred within the public right of way ❑f Rotchford Dnve wnthan Rotchford Acre
Tracts. The apphcant shall be respansible far any requirements relating to the aff-site canstructaQn of this
roadway. 1 he applicant shall implement and cvmply with any design recammendahans by the County
Engineer for res#,ricting speeds on Ratchfard Dtive."
Please canCact rne at (549) 477-360(] if you have additional questions.
Sirscerely,
A&11114zk11,
i-nhn V. Hohman, P.E.
Development Services EngineerlManager
1026 W. 8road►va]+ Ave. 9 Spnkane, WA 99260-0170 ■(509) 477-3600 FA7C. (504) 477-7655 (2nd Floor) 477-7478 [3rd Flrrnr] s TDp (509) 477-7193
November I4, 2(9a2 RECEIVE❑
M. Donald Cliftan N 0 V 18 2002
1005 S. RotchfQrd Dr.
Veradale, WA. 99037 SPCfIGANE CCIUNTY ENGINEEFt
Spokane County
Axteri- Jann xonman
1426 W. Broadway Ave.
Spokane, WA. 99264
RE: Rotchfard Ilr. Street problems
Dear Nir Haman, - -
I haVe requested in the past the paperwork inValved with the remaval of the cul de sac, and curbing of
Ratchford Dr, in frant of my praperty You replied to that request by sending me paperwork on the
Shelly Lake 2"d Additian, permits relating to the 5helly Lake 2nd Additivn but I have never receided the
reguested infvrmation.
You stated in your letter dated February 1, 2002 that the praject is being constructed and inspected by
crews funded by the develaper I undersfiand that to be true and the case for the Sh€lly Lake 2°d
Additivn. The drawings and permits indicated that. Hawever, that did noC cover the infarmation Z in
fact requested.
VVhat I am interested in receiVing is the exact infocmatian fvr the Rvtchford Dr paVing and curbing.
I'd like to receive capies ❑f the actual perrnit 1 permits, drawings of wheee the wark was to start and end,
haw it was tietermined who wauld do the work, wha paid ior the wflrk and any other docurnentatiQn, ar
information in the county's passessian reiated to this prvject.
I understand that the wark or~ Rotchford Dr, in franf of my hame has been inspected and meets county
approval I question whether my concerns about the work haVe been fully addressed. The backfill
material and workmanship. Tr appears that especially where the cul de sac was rerraoved, this area was
never filled back in. I do realize this is caunty praperty and therefvre the quality of the jab Ys yaur
cancern and not mine
I dv understand that when a contractar does wark for the county that the,homeawner is nat to have their
praperty ruined I have prvvided and maintained a crushed rQck apron between my praperty and the
road itself since the original asphalt was put in 20+ years ago When the new curb was put in and the
hackfill nat dnne properly, neither did the cantractar make any effart ta renew,greplace or repair this
crushed rock apron THe contractgr and Qr the caunty should be responsible for this.
Pl'ease provide the all of the infarrmatian requested and address my cvncerns.
T ank yau
{
d
M `I3onald Clifton
M. I]anald Clifton
1 005 S. Rotchfvrd Dr.
V'eradale, Wa. 99037
February 23, 2002
Robert (Buster) Heitman,
8515 W. Rutter Parkway
5pokane, Wa, 99208
RE: Rvtchfvrd Drive Road "Imprvvements"
Dear Mc. Heitma.n,
I have spoken to you several months ago about the pav°ing a.nd curbing that was dane in
frvnt of rny home adjacent to your She1ly Lalce development. 'Ihis was a#ter i had spoken
to yaur en,gineerr several times. You basicalry "bieww me vff" and tald me it was a county
problem.
This whole #hing has grvurn inta amajor prvblem. Under yau and or yvur c+ompany's
direction the cul-de-sac in frant af my property was taicen vut and replac.ed with curbing to
match yvur deveiapment instead af curbi.ng to match the existing cuxbing for R,otchfard
Acre Tracts. Nv one cvntaGted me abaut this ckaage. I cantacted the county and they
indicate that they also did not give you °the direction to change the curbing. They have
ind.icated that this was nvt a cvunty construction praject.
Shvrtly after yvur company did this w~rk, I contacted the cvunty because there was nat a
curb opening for access to my barn. The county tvld me g was respvnsible far the cost,
pernnit etc to get this dove. After contacting your engineer, Eric Lester, acurb cut vvas pufi
in the curb. The problem with the cuxb cut is the placement. Nv one checked with me vr
asked rne vvhere to place it. ft appears that whvever actually did the wark lavked at where
tiur access was befare and placed it in the same apprvxirnate positian. °The original access
was based on the fvrmer rouna cul-de-sac. The acWW placement shvuld be at the northem
end of our prvperty so as to create a straight driveway to the barn aad rear of the property.
The exis#ing aew currb cut rs several feet to the svuth.
The last issue that I have tried to resvlVe siace shartly after the woark was dane is the back-
fill and gravel. Nodiing was done to fd1 and lcvel the gxound behind the new curlaing, We
hawe maintairfed a cn.shed rock edge from vur praperty to the vriginal curbing since the
original paving wark vvas dane. This crushed rock area was destrayed and never replaced
when the new curbing was put in.
Since the cbange in the curbing was dnne to match yaur develvpment, (which we are nat a
part of) instead af matching and keeping the integrity af the Rotchfaxd Acre 3`racts
develgpment and without natice, cantact or petxnissaon from us to tespYve this issue I
wvuld like t.ie fvllowing done.
1. The existirag curbing remoVed.
2. "The existing curbing to be replaced with a rQlled edge curb to rnatch the
neighhoncood of whieh I am s part, Ratchfvrd Acre Tracts.
3. The back-filk behind ihe replacement curbing to be done.
4. AYT4" iayer af cmshed rvck frvm the nevv curbing to our prQpet ty's lawn 1 shrub
edges as parc vf the back-fi11..
Yaur prompt attentivn to this matter is Qf the utmast irnportanrce. ihave spent over 10
manths trying to get t.his resolved.
As I see it nflw, if this is nat resvlrred immediately T am Ieft with no other chQice than ta
turn this over tv vur company's law firm ifl resalve.
S' cereliy
y lv
M. T]onald Cli n
.
, -
S PC) X, A 14 IE ~ C] XJ N T Y
L]RqSIDiV C7F EIVGFNEERIl+IG AlVO ROAL?5 A C]IVI5IC3N CJF Tt3E PUBLIC WL?RK5 I3EPAHTMENT
February 21, 2002
Mr. M. Danald Clifton
1005 South Rotchford Drive
Veradale, WA 99037
Rotchford Drive Improvements
Mr. Clif#an,
f am responding #a your recent requests fQr addit@anal infarmation regarding the permits
and constructian drawings for the 5helley Lake 2nd Addition project. We haae previous9y
senf you all the documenfatiQn that we have related tv your request. As you nated, the
plans are facking specif'rc details regardirrg to #he remaval of the cu9-de-sac adjacent tv
yvur property. We had indicated on #he plarrs that #he Rvtchfard arive profile drawing
begins at #he southem ex#ent of the farmer cul-de-sac.
I have left a detailed message for the developer reque$ting tha# he address yvur
concerros. l have nvt yet received a response I will revrew aur vptions at this paint ta
determine what can he dvne to resalve this issue. a reiterate that this is not a Cvunty
construc#ion project ancf rhat our ra1e in dictating the sequencing and fiming af their
. prvgress is very limited. I again recommend °that you contact the developer, Robert
Heitman, directly and voice yaur c.oncerns. Mr Heitman's phane number is (509) 467-
2123
Far yvur infvrmation, I am enclasing a capy af your develapment's final plat rnap
Pfease no#e that the cul-de-sac 9s Cabefed as being "temporary". AIso note that the
County retairts ownership af the pr❑per#y fnrmerly occupied by the cuP-de-sac as
indicated an t'te map
Please feel free #o contact me at (509) 477-3600 if you have any ques#ions.
5incerely,
Jor,n v. Hohman, P.E.
5pakane Caunty Developrrient Servrces EngineerlManager
1026 W. Broadway Ave ■ Spokane, WA 99260-4170 •(509) 477-3606 FA7C. (56I) 477-7635 (2nd Flaar) 977-7478 [3rd Floor] • TDL7 (509) 477-7133
M. Donald Clifton
1005 South Rotchford Dr.
Veradale, Wa. 99037
J , R
M6 13 ('11m(
John Holman
1026 West Broadway
Spokane, Wa. 99201
RE: Street "improvements"
Deaz Mr. Holman,
I spoke to you several months ago about the re-paving and curbing of the street in front of our house.
We aze adjacent to the Buster Heitman Shelly Lake Subdivision. I asked that something be done about
the condition of my progerty after the re-paving etc. So far nothing has been done.
I am making written formal request that t6e county forward to me the copies of the permits,
work-orders and any and aD other paperwork invoWed with t6e re-paving and curbing in front of
my property at 1005 South Rotchford Dr. in Veradale.
I would like to verify all aspects of the project and evaluate what steps I can take to get my property
back into the condition it was in prior to the work being done.
Thank you for your help in this matter. I'm looking forward to receiving this inforniation as soon as
possible.
S~rely,
VI,
(
M. Donald Clifton
. . RECEfV~~ M. Dvnald C1ifton FEB i 2 2002
1005 South Rotchford Dr.
VeradaYe,WA. 99437 5PC]KANE Cat1NTY Eh1G1hlEER
February 9, 2002
Rotchfvrd Dride Street Improvements
Jahn Hahrnati,
Thank yvu for sending me the copies of the permits and constnactian drawings for the Shel1ey
Lake 2n$ Additivn proj ect.
T'he prvbTem I have with vvhat was sent, is they do nat refer to vr have anything to da with what
was done in frvnt af my hvuse. These drawings and pemuts are far the Shelley Lake prQject and
dv not cxtend tv the street in front of rny house.
I wvuld 1ike to have the cGawings and permits £ar the road "impro~ements" that taok place in
front of my hQUSe. What was authvrized to be dane, when was it authorized and wbo authorazed
i#. Tcan't seek the sQlutions until I know wha is respvnsib7e and what they were or were nvt
authorized to do.
I trust you'll be able tv pravide this infvrination as quickly as you did the last.
'Y'hank you for your help.
Sincerely,
M. Donald Cliftvn
~
S P C.7 1< AI-T E ~ C] u N'Y` Y
L31ilISFON OF ENGWEERING AND ItQAD'.s A I?IVISIOIV C7F TFiE PtfHLIC WORKS LIEPARTHiENT
Febfl.lai'}I 1, 2002
Mr. M. Danafd Clifton
1{}05 Sguth Rotehford Drive
Veradale, WA 99037
Rotchfvrd []rive Sfreet Impravements
Mr. Giifkan,
Enclosed you wifi find copies of the permits and c.onstructivn drawings far the Shelley
Lake 2 "d Rddition prnject as you requested. This is a pdvate development praject that
has been required #v canstruct public roat# improvernen#s. The project is being
constructed and inspected by cretn+s funded by the develaper 4n accardanc+e with vur
stand'ards.
I had spoken with the developer follawing aur initfal canversation and requested that the
canstruc#ivn in the vicinify vf your h4me be completed. C}ur inspector, Randy Stranks,
has alsa made this request to the private inspec#ion firm. It is disappvinting tv hear that
this has no4 been aecomplished. I wifl contact the developer again and request that this
issue be resolved. PEease understand that this is not a Caunty cons4cuction project and
that our rnle in d€ctating the sequencing and timing of their progress is very fimited. I
recammend that, in additian to aur efforts, you contact the developer direc#ly and request
cvmpletion af the work.
Please feel free to cantact me at (509) 477-3600 if yau have any questivns.
5incerely,
X/ 1, /
Jv'hn V. Hahman, P.E.
Spokaree Caunty Development Services EngineerlManager
1026 W. Hroadway Ave • Spokane, WA 99264-0170 o (509) 977-3600 FA7C• (5D9) 477-7655 (2..nd F1aar) 477-7478 (3rd Floar) o TDD. (501) 477-7133
M. Donald Clifton RECEIvED
1005 South Rotchford Dr. , QN 2 R 2002
Veradale, Wa. 99037
-
January 24, 2001 sFv,w-
John Holman
1026 West Broadway
Spokane, Wa. 99201
RE: Street "improvements"
Dear Mr. Holman,
I spoke to you several months ago about the re-paving and curbing of the street in front of our house.
We are adjacent to the Buster Heitman Shelly Lake Subdivision. I asked that something be done about
the condition of my property after the re-paving etc. So far nothing has been done.
I am making written formal request that the county foivvard to me the copies of the permits,
work-orders and any and all other paperwork involved with t6e re-paving and curbing in front of
my property at 11105 South Rotchford Dr. in Verad$le.
I would like to verify all aspects of the project and evaluate what steps I can take to get my property
back into the condition it was in prior to the work being done.
Thank you for your help in this matter. I'm looking forwazd to receiving this information as soon as
possible.
S' cerely,
f ►
M. onald Cli n
r
November 25, 2002 RECEIVED
M. Donald Clifton
1005 S. Rotchford Dr. NOV 2 7 2002
Veradale, WA. 99037 I
SPOKANE COUNTY ENGINEER
Spokane County
Atten: John Hohman
1026 W. Broadway Ave.
Spokane, WA 99260
RE: Rotchford Dr. Street Questions
Dear Mr. Hohman,
I received your letter dated November 19, 2002. Thank you for responding so promptly. However, I
don't feel you addressed all of my questions in your reply.
In your previous letters you've indicated that Mr. Heitman was authorized to remove the cul de sac in
front of my property. I haven't been able to obtain any information as to any authorization that Mr.
Heitman had as to re-paving or working on the road past the cul de sac. Your quote in your letter
vaguely indicates there may be certain construction within the public right of way of Rotchford
Drive. Does that refer to the cul de sac, more than the cul de sac, and or how much more? Who
determines how much, why was the construction extended beyond the cul de sac, why was it needed
and who approved it?
I originally complained about the concrete curbing that replaced the original rolled asphalt curb. You
indicated that all new country road construction required this type of concrete curb. It is my
understanding that with a concrete curb, that at any driveway (curb cut) a concrete apron, meeting
county code, must be installed when the curb cut is made. Is that true?
Q-, -SL L- car:o eL QQ fvT•
Who's responsible for determining where he curb cuts are to be made in front of the homeowner's
property? Who is responsib(e to inspect the curb cuts, the aprons, the backfill, and the transition to
the homeowner's property?
Has this been done on the areas in question in front of my property? If so, by whom? When? And
was it approved as it now stands?
Thank you for your help in answering these concerns.
Sincerely,
M. Donald Cli on
-
r
rtovember 20, 2002 RECEIVED
M. Donald Clifton NOY 2 2 2002
1005 S. Rotchford Dr. SPOKAPIE COUNTY EPJGlNEER
Veradale, Wa. 99037
~
Spokane County
Atten: Jim Haines
1026 W. Broadway Ave.
~ Spokane, WA. 99260
' w ►
' Dear Jim,
I have a couple of questions that I knew you could answer or if it is online some place you could
tell me where to get it.
Quesrions # 1: What is the county's (or if they are using a private contractor's) responsibility to
notify the homeowners when road construction is to be done in front of their property. I don't
mean repair, I mban re-paving and or putting in new curbs, making new driveway cuts etc.?
~
Question #2: What is the county's (or if they are using a private contractor's) responsibility to
replace / make whole the property when such construction is done. I mean, both making whole
the county's property and the homeowner's property whole? Who deternunes the standard?
And who is responsible ta see that it is done to that standard?
Question #3: What is the homeowner's responsibility to maintain the county right of way
between the pavement / curb and the homeowner's property? There are no sidewalks.
Hopefully this won't take you too long. These are issues I'm still having a problem with on my
property and T'd like to be able to resolve them, but I can't without fully understanding the
responsibility of all the parties involved.
Thanks Jim, I appreciate your help with this.
Sincerely,
Don Clifton
SHELLEY LAKE DEVELOPMENT 1647
8205 N DIVISION (509) 467-2123
SPOKANE, WA 99208
M ay 6 19 99 18-2/ 1260
Spokane County Engineers
. 1 $ 6,700.00
I Seven Hundred and . 0O/ 100 - - - - - - - - - - - -
- nOLLARS
'ST BAN,~
te,n enMn aoonos
CASC
13210
av
---~=1. - - ~
I►'00 1647o t: i 250000 24X 6976? 8 L~11'
Work
~ ~-.r.~:.- t... . _ .
~i1~t=~~r. ~zat1on
707 West 7th r"tvenue, Suite 200
Spokane, Washrnglon 99204
(509) 4~ 171f
Please review this information carefully ia vedfy the mutual undersfanding and ferms af this ifVmrEc AuthorizatPon.
Affachments appliGable to thi5 Work ,Autharizatian are checked. ProVisions af appllca'ble attachrr3ents are herehy rrsade a
part nf fhis'a+Vark AufihorizatiQn. Please re#um a signed original Work Au#harizatian ta STl Northwest to authQrize the
worsc ta begin.
1. PROJECT INFORM►4fiION '
Ci3ent Name: 9ment ~ Phane: (509)467-2123
Billing Address: 8225 xorth Divi.si.on Street: Sgvkane, Washinp-ton 99208 .
CRierrt's RepresentatiVe: Buster ge~tman Phane: f5091467-2123
Represeniative'S Address. 5ame as abvve -
'9f11ofk DeSCription. Construction insuectivn and material testina fox ShellevLake.
2nd Addition_
LflCatiDn [3f Work SnQTcane 9alley, souLh of Svrazue. east vf 5uT1ivan.
C[ient Wil! Provide: Review fees, permits, landscape vlau and as--buiIt if requized.
- _ ~
2. APP LICABLE ATTACHMENT PM roB#
- ~
►4ttachrnents which apply ta fhis Work Autharizatian, must be checked. ~ DETAfLEE3 [~ESCRIPTfON vF WQRK: SEE F1TTACHMENT °Ag N . CC. List nitiais .
!+1"1r'!SI A 1
1s r Ti..~ .iri~a~is~ ~ V' ~f
.APei e.vrv..v.- ~ e
NaricE TO OwNER: sEE ArrAcHn~ENr aC" K. At_.. ~
3. PROP[3SED fEE
BA51C SERVICES FEE: $6.700. f14
SPECfAL SERVECES Recommended Budget: NIA
PROCESSING FEES RecaTnrraended- 8udget: NIA • - '
4. EXECUTION OF WORIt ►4FJTHORIZAT1[]N ' .
The GLEEhVT canfirms that he has received copies of all applir,,able attachments as indicated abaaa arad al6 fve pages
of this Work Authorization farm and that all iniornnatitrn included irr ttie Work puthorization fs true and correct. '
,'►~l~ ~ = C..►*!`~. - . ` . - , -
GLIENT: ent
$y: - - ~ • Date: - , .
ENGaFVEE 4~S~I NORT W~~T -
By: ~~c•~~i+ 1`Itle: Primcipal C3atF:. " .`{A? 4
. Qafe'UU.A. Received ffrom CLIENT: A~a ~1'~1 • Date W.A. Prgposed: 4/W99
Jab hJame: 5he11ev La&e. 2nd Addit3vn - IusveiEt~oii • Job No. ' 99100 •
sT[ wORc AUt't~~RIZAnOLN
• PlSGE 1 C7F 5_ . RF-V 12f29I98
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5. BAsiC sERVIcES a'ND SPECit ~RVICES ` .
Errgineering BASIC 5E'RIlICES shall be those services which are well defined at the time of execufion of 1he WORK
AL1TH❑RIZATaOhf and for whrich STI Northwest, hereinafler referred to as the ENGINEER, can estahlish aflxed fee
maxumum budgst ta perfarrn BASIC SERVICES. Unless other,wise noted, the BASIC FEE shall represent full
compensataon for perfarmance of the 8ASlC SERVICES on a❑ne time only hasis. The ENGINEER may perform
additianaG services in addition to the BASIC SERVICES when the scQpe of the wark required excesds the BASIC
SERViCES outlined in this Wark Authorizatipn, when applicable;, and Attachment "A". These addilional seivices
shall be referred to as SPEGIAL SERVICES and shall be perFormed as needed ar as requested by the CLIENT or his
agent on a time and expense basss SPECIpL SERVICES EEES based an tirne and expense shafl mean that the fee
chaeged is computed based an the tataf number of hours reqvired by each emplayee to accamplish the required work
plus an allowance for overhead snd proft, plus expenses directly atEributable #o the jflb as outlined below. Fees
charged for S'PECIAL SER1lYCES shall be in addition to the BASlC FEE. '
fi, F'EE5 FOR BA51C SERVICES
The ENGIRIEEFt wi[i presen# ihe CLIENT with an itemized invoiceleach month for BASIC SERIAICES perfarmed the
preVious rnanth The arnount of the BASiC SERVICES FEE charged each month shall be based an amount of time
arad expenses expended each rnnnth but the aggregate of all BAShC 5ER1AICES FEES charged ora manthEy invoices
shall not exceed Ehe tatal BASEC SERVICES FEE authorized hereih.
7, • FEES FaR SRECIAL SERV]CES
When the senrices prowided hy the IENGINEER are nat included in the BASfC 5ERVICES descri,ption of work. then
the.worEc will be billed to the CLIENT as SPEGIAL SERICES based an the arr4ount of time and expense5 expendedi
each month to perform the SPEC]RL SERVICES.
8. C(7MPLJTATI'ON OF TIME AND E}tPENSE
T❑ cempute ih e TfME portion of the fee, the t❑tal, number af haurs required by each empfoyee tQ accornplish the ,
required work shall be mul#iplied by each ernployee's jab ciassification hourly billing rate. 7he hourly billing rate shall
ineEude the c.ost of wages, payrall taxes, personal property taxes, employee benefits, office rent, telephone charges,
rautFne p❑stage expenses, chec'k prints and documEnd size capies used'intemally t❑ produce the work, depreciation
of equipment, miscellaneaus affice and draftfng supplies, r.omputers, pimt#ers, survey equiprnent, software, vehicuaar
=1expenses incurred within metropolitan 5pakane or Caeur d'AIene area, admini5tratiue overhead, and profit
"T'6ae maxirnurn hourly billirsg rates by jab classiflcation are as foEEows: . Job Cla55ification Houdv Billinn Rate Job Classification Hmurlv BilEincr Rate
Prmcipal Engineer $95.00 5urvey CoardinatarlDesigner 64.00
Project Engineer 90 00 Draftsknanllnspector 5000
Design Engineer 7000 2-Mara Survey. Crevw vvlEquipment 91 Cla.
, Junior Engineer 60 00 Clencal .32.00
The EXpENSE par[ion of the fee will be for out of pocket EXPENSES directly chargeabfe to the projec#. Examples of EXPENSES whech will be charged in addition ta charges for time are as fvll'Ows. - 'A: 'Clse of equiprrient ren#ed especially for the project in questiart will be charge at inVOice cosf pfus 15%.
• B: Travef related to the project autside the metropalitan Spakane mr Gveur d'Alene area will be charged at $0.50.per _
' mile.
G. - Per diem EXPENSES for travel, lodging ar meals for STI Narihwesfirriplayees'when presence of errrployee is required outside the metropolitan Spakane or Coeur d'Alerae areawill be charged at cflst plus 15%.
❑P~rtints or document size capies produced for the •use of CL9EP➢T or his, agents will be, charged at the fo[fouving
• , rates: Blueline F'rints (24X36) =$4.0alsheel, 5epia 2nd flrigimaEs {24X36} $10. Ofllsheet; Dvcurnent Size copy • _ ,(8.57C19 Qr 8.5X14) _ $0.151sheet , - . ' ' E: ''N[aterial d'rrectly attributed to the project sucYr as maps, sunrey stakes, survey manurnents, mvnument cases, '
_etc;, Wi11 be ChargBd 1t GOSt pIiJS 15%,
F. Fees Qr EXPECVSES paid by 5T1 Rlorthwest vn aehalf 06 the, C'L6ENT wifl.be chaeged at cost plus 15%.,
_ , - sn WQRicAUTHORIZa"ncN - ' • .
. , PAC"iE 2OP 5 • i~ ]t.EV 12l24198
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~
i L ' -
9. MC]'liFfi F6LY 8ILLIHG PFiOCE.:.::,:E ANO FC]RMAT
Thre ENGINEER will present ihe CLfEIVT +with an invaiGe each rrionth wiitr BASIC FEES itemized separate9y from
SPECIAL SERVICES FEES and EXPENSES. Charges will be utemized by categM of work perf'ormed by aff
empPoyees collectively, but wilP NC3T be itemized showing each emplayee's hiHing rafe and number of hours worked
an the praject Inforrnation detailirrg emplayee biliing rates and the exact numher af hours warked an the CLIENT'S
praaec# will be made available #o the CL.fENT if reque$ted. Charges far EXPENSES will be itemized marrthly on each
invoice.
Monfhly anvoices are due and payable upon presenfation and are past due 30 days following the invoice date
!n#erest at the rate af 1 '/,°/o per month will be charged on all past due aecourrts with interest heing caEculated fram the
inVoice date. Interest will be compounded monfhly The CLIENT agrees ta pay all ceasonabfe attocney's fees andlor
colfectivn costs incurred tfl col[ect past due amaurats, WORK MAY BE SUSPENDEa C7N ANY PRQJECT THAT
BECOMES 60 bAYS PAST DIJE. WORK WILL NOZ F2ESUME IJNTIL THE ,A,CCDUNT IS PAID TQ A CURRE€V7
5fi aTlJS
INithin 30 days af#er the inumice date of any invaice sent by the ENGINEER tv the CLIENT pursuant t❑ this praject,
th~ CLfENT shall give written natice for any claimed defiiciencies, defects, or lack af perFormrance with respect t❑
servaces covered hy said invoice; athervvise, said services shall be due according to its terms as an account sta4ed. _
The purpose af this provisian is ta pravide a means ❑f prampt notice so ihat the ENGINEER will nflt he preaudiced
and can act expeditiously !o resalVe any claimed defects, deficiencies, or lack of perForrnance.
10 AIJTHDRITI'
In the case ai contlic#s between the WORK AIJI"HC7RIZATION farrn and its ATTACHMENTS gr AMENDMENTS, the
follawing order shall preuail with the higFoer docurnent taking precedence mVer a document listed underneath
A Ah11ENDMENT to the WORK AIJTFiORlZA71L7N .
6 SPECIAL PRQVI5IONS to the WORK AUTHORfZATION (Attachrnent "B")
,
C. DETAfLE[] DESCRlPTIC]N OF WORK (Flttachment "A°)
'
D Executed WORK AL1THOR1ZqT1C7N form -
11. GENERAL PERF{]RNPANCE PROVISIC3NS A STI NORTHWEST, hereira refErred to as ENGfNEER, agrees to perfarm Orofessionai services as descrEbed irr
fhis WORK AUTFipRIZATIQIM includirag applica63e attachments for the CLIENT; and the CLIENT agrees to
emplay and compensate the ENGIRIEER in accardance with the terms af the WORK AUTHORfZATION.
8 C]uring the perfarmance of services co+aered by this WORK AUTHORIZATION, the scape ❑f the ENGINEER'S
services and com,pensation thereors may be adjusted by mutually agreed upon amendrnents.
C This W[]RiC Al1THC3RfZAT1C7hl shall be governeci by #he laws af the jurisdiction of the project for which the work
is heing perFflrm ed or whert th ere is na project site, then the jura5dictiQn where the worac is performed.
❑ If, thraugh no fault ❑f the ENGINEER, wark cQntemplafed under the WORK AUTHURIZATION extends ionger
than twelve'months from the date of execu#iQn of said WORK AUTHORiZP+A~TION, the un-billed BASIC FEE (if
ap,plicable), SPECIAL SE'RVICES billing rates, andlor expense iterias may be increased as mufuaEly agreed ftir
each yeaf #he WORK AUTHORiZA71+C]N remains in effect pasf the first ypar, to reilect the increased cast of
doing pusiness andlor changed conditions , _ • ' , ` -
E. This WORK AlJTHDRl7ATlaN may be terrninated by the GLaEN7 ar- 1he-ENGINEER by giving written nfltice
- seven days in adyance vf the lerminatiorr date; by mu#ual agreement; ❑r as a'resui# vf substanfial faifure to
perFarm in accardance with the terrns of the WORK AUTHDRIZA710N ay the'other party through nd fault of the
#erminatrng party Ef, fior any reason this VIlvRK ALlTHORIZATIQN is terminated, the ENGifVEER shall be pasd
for the extent of services perFormed hy him to the terminatian date ancluding,reirnbursabPe expenses then due.
F. The drawing vriginals, electronic fifes, specificatians, reports, and general profeCt ~1e5 prodUCed in purss~it of the
work conternplated under this WORK AL1THVRIZATlON shali remain in the, property of the ENGINEER' The
CLIENT shall be entitled to one set af. approved blueline prints, -specifrcations, reports, etc., appficable to his
parficular VIIQRK'AUTHORIZATfON, as part of the BIa51C FEE The CLIENT shafP=me entitR4d ta,additional
- capies andAor second originals of drawirsgs, specefications, reports.and project fles far the cost af handling and
STI WORK F1[ITf2DRIZ4TFpN ,
PAGE 3 ()F S
' REV 12129198
reproductivn ❑f said documents, provided ihat the GLiENI' is irs compiiance wtth other terms af the WORK
AUT'HaRIZA71aN. The cast of reproduc#ian ❑f said additicrnal d❑euments shall be m additian tq fhe BASIC FEE
Efectronrc files created by the E6VGlNEER in the prmductian of the CLIENT'S wark cantains propriefary
information which is fhe sflle prcrperky of the ENGINEER. Electronic fr4es shall foe the sale property uf tfae
ENGINEER and will he released to t h e CLIENT or the CLIENT'S agent solely a# the discretifln of the ENGINEER
G, In the event that the CLIENT prQrrides erroneous infarmation to the ENGINEER, or revises mtormatian
previQUSIy provided, Greating a situatian where the ENGBNEER has perfarmed work ihat must be carrected by
the ENGINEER, then aII such wark will be biiCed ta the CLIENT as a SPEGfAL SERVICE. It is further understood
that fhe CLCENT sha[I ho9d the ENGINEER NARMLESS from all liahilities which rriay accrue to the EAIGlNEER
as a resuff of said erroneous Qr revised infarmatifln
12 ENGIhIEER RESPOEVSIgILITIES
A The ENGINEER will act as the CLIENT'S agent with respecf to those phases af the praject ta which this WvRK
. AL1THQRiZATfON applies
I
B. The ENGINEER wil[ perForm his work in a time9y manner„ but it Es agreed upon between the parties te Ehis
WaRK AUTHORIZFITIO'N that fhe ENGINEER is not responsible tec delays caussd by faclors beyQnd his
control, or by factors whrich could not reasonably have heen foreseen at the tfane th6s WORK AUfi'HORlZA7lON
was executed. ft is agreed that "timely manner" shalf ineanj a tirrae frame roughfy equal ta that #aken by othQr
engfneers an similar Rrojects under sirraiiar condition5, requirihg simi6ar approuals from simifar ageneies
C. Yhe ENGENEER will perForm his worft in accordance withr generally accepted professional practices and in
accordance with aValiabie published standards of approuirrg agenctes and makes no o#her warranty. '
. D It is vnderstood that the EhJGINEER shail he responsible far senrices proWided by personnel irr his direct ernploy
arad that the ENGINEER does not guararatee 4he perFarmance af any other contractor assaciated wifh this prajee#
E . It is understood that the ENGINEER as nat resp[ansible for directing the GLdENT'S contraclor or for scheduling
constructian activities
F. lt is understaod that the ENGINEER shall not be re5ponsibPel te coordinate with utility companies far the design
and instaAation of electncal service, telephane service, cabie TV sen+ice, stree# lightmg or other utili#ies which
the CLIENT may requrre
13. CLIEMT RESPONS181L9TIES ' .
A. 1'he CLIEN7 wilf proaide all ceeteria and fvll information as to his requErerrdents foe the project; The CLfYENT wiil
assist the ENGINEER by pfacing at his dESpflsal all aVailabVe writters data pertinent ta the 5ite Qf the project
including previous reports, correspondance with puhlic ot private agencies or individvals, topagraphic maps ❑f -
the project area, pertinent baundary survey5 and right-of-way surveys, soils reports, pratective coVenants, and
arry other material oF a techrrical nature pertinent to the pr❑ject site whieh may be required. -
B. The CLIENT will exacnine a[T studies, reparts, sketches, specifica#ians, drawings, agresments,and other
dacuments presented by #he ENGINEER to the CLIENT.. The CLIENT wiEl g'tve prompt wriften notice,ta the
ENGINEER wheneaer he observes ar otherwise becames aware of defects pertafning to the ENGINEER'S wark
on the project. ' 1iVithin 30` days after the invoice date of any invaiae sent qy the EIdGfNEER to the CLIENT pursuant to' this ,
WQRKpUTHaRf7AT[ON, the CLIENT shall give written natice ta the ENGINEER of any claimed defic9encies,
ctetects, or lack af perfarmance with respect to services covered by said invoice, otherwise, payrraent for'said
. services shall be due according ta the terms of the WORK AIUTNaRIZATIDN. The purpase of these,prava~ians
a're to pr~ovide a means of promp# notice to the ENGGNEER so that he wiEl n❑t be prejudiced and can act
expeditiaus4y to resolVe any clarrrAed defects, deficienc'res, ar Iack af pertormarace. - C. 7he CLfENT will designafe in writing a person to act as his representatiVe wi#h respect fo the ENGINEER'S ,
, services to be performed under this WaRK AUTH0R1ZATION. 5uch person shall have autharity ta transmit ` instruc#ians, receive inforrnatimn far the CLIENT, raceive and review the ENGINEER'S fnvoECes, and interpret•
" arrd defne the GLIENT'S poficies and decisions with respe~t to the ENGfI~EER'S services covered by this
WORK R1JTMORIZ4TIQN ~ '
STI WORK AiI"CHCJRIZATIC s[ ' " • . '
PAGE 4 t7F 3
~ - REN' 13P29/9A
~
D. i'he CLIEN7 will be responsibfe to rraa'ke prov:sions for the ENGIItlEER'S legal access ta privale rands as may be
required to perform cequired services undec this WQRK AUTHOFtI7-ATION.
E. T"he GLIENT tirrill be responsibfe far the preparatian andlor fegal review of any confracts or vther legaf dacuments
which may he required in pursuit of work contemplated by this WORK ALlfiHORIZATIC7N
F. The CL9ENT will advise his contractor ot the contractor's respansibility to pro#ect aIP survey slakes, monurnents,
markers, and reference points. The CLIENT or his contractor shall be responsible ta natify the ENGINEER three
wvrCcing days in aduance af the requirement far the placement Qf constrirGfion staEces, as-buift sunreys andlar
inspections While it is understood hy the ENGINEER and the CLIENT that sifuatians may arise where three
working days adVance natice may no& be practical, the notice pravision is esfabGshed to aid in the de#erminatiara
of wtiether arreriime eharges are Justifiecl by the ENGINEER. It is further understood that in the eases where
proper notice is not practical, the ENGINEER will rnake every reascanable effoft, including aver-time hours, to
accvmmadate the CLfENT'S schedsale G. The CLIENT will execute on a timely basis all apprapriate dacuments required pursuant ta the fuCfillment of the
. ENGINEER'S and CLIEtVT'5 responsihilities under thisWpRK AU7HORIZATfON. ,
H. The CLfEIVT will prowide further informafian or fees Qn a timely basis, as required. This enformation andlor fee
may incfude, but is not limited ta, the following
1 Sewer T V fees 2_ Applicatian and proces5ing fees ,
' 3 Ag8nCY df:51gn f£VfBW fEG'S
4. Cast af printing and maiPing documents arod reparls
5. Other fees not specificaliy discussed efsevvhere in this WDRFC Af1TkiQR17AYl❑N.
1- I# shall be the CLIENT'S responsilOifity 4o rrrake arrangernent with appropriate utility companies far the design and
instaffatian of utilities which may be required to be Enstalled concurrerit with street, storrn drainage, sewrer, water
• , ear 6Eher facility being designed andlor rnspected by the ENGlNEER. Said utilities may include, but are not
Pimited to, electrical pawer service, telephone service, cable TV senrice, ar street liglating.
- J: It is spec9fically understaod that tlae CLIENT has not retained the ENGINEER as a canstruction manager
` • respansible for direct€ng the CLfENT`S cantractflr andlor scheduling construcfipn ac#ivities. The CLiENT shall be
• responsible to proVide his contractors wish current approved plans and s,pecifications.
13 WORFiING HQURS A'AID C)VERTIME
It is uraderstood that the ENGINEER'S regufar workirag hours for all af hri5 emp9oyees is eight hours per day and fmrty
hours pert week, le5s paid haliday hours which may occur in a particular week. _Regular work days are Monday
fhrough Friday. Yhe ENG1NEER'S established paid hofic4ays are as follows. New Year's ❑ay, Washington's
- 8irthday, IVlemQriaf C]ay, the Fourth 4 Juiy, Labor Uay, Thanksgiving, and Cfiristmas.
1Nhen, at the-discretion af the ENGINEER, the ENGiIVEER'S affice-wide work laad reaches a levefwhere more than regular working Fovurs are required ta accorrv,pfish the work on a timely basis, and when the CLIENT has giuen proper
.`r[otice of vriarlc to be performed, the ENG!lVEER, may elect to require liis employees t❑ wark in excess af the regular
warking hours- and charge tar all work at #he regular working h"vur billing rate. ••41f-,'hawever; the•CLIENT faiPs to give pTOper notice of wvrk ta be perFom+ed or the valume ❑f work to be pertorrned is • abviously 8n excess of what can be performed during the regular warking hours, available giverr. the ENGINEER'S ;
normaf manpower 8edel, ihen the ENGINEER may require his empfoyee's to work in excess,vf the regular' wQrkirog
hnurs_and charge the CLiENT for fhe.excess hours at an over#ime rate,oif 1 5 tirnes the,regglar billing rate It is,understoad ihat the ENGiNEER'S FEE for BASCC SERVIGES and the hourly rates for SPECIAL SERVICES is
based, I on -being able to perFarm nearly a!I work praposed in fu1l shifts of eight,haurs mr more. tf for reasvns, beyond
" -"the cantrol af th6 ENUINEER, his ecriployees cannat perforrrri the propased vaork subs#antiafEy in eight hour shifts then
- ~.,.the,EN6INEER'S'FEE may be renegotiafed ta aliow for avertime pay rates. , • . _ - -
, . _ _ , , - , . , , . , , " , . - - , • .
S7"1 WORK ALTP`➢-IO£t[Zr1TIQN • .
• , , PAGE5dF5 -
• , . r , ' , REV 12129199
, r
'
, ~A~~E~C
- °~e oyg
IVORTHWEST ~
- ~FAMEP~~p•
SOILS, TESTING & INSPECTION
WORK AUTHORIZATION AMENDMENT TO ATTACHMENT "A"
DETAILED DESCRIPTION OF WORK (4/20/99) ,
Shelley Lake 2"d Addition
(20 Res. lots with 2120 I.f. of Road Improvements)
Construction Inspection
STI Northwest W.O. # 99100
STI Northwest will perform Construction Inspection and Material Testing services as outlined
below and charge for said services on the basis of time and expense.
A. ROAD and SEWER CONSTRUCTION INSPECTION OF:
1. Earthwork and subgrade preparation.
2. Placement and compaction of all base material, and pavement.
3. Placement and compaction of sewer backfill.
4. Verification of Side Services, and marker posts.
5. Curb and sidewalk installation.
6. Drywells, inlets, and general facilities.
7. Temporary drainage facilities.
8. Erosion control.
9. Coordination with Spokane County.
10. Preparation and submittal of street and drainage "Record Drawings", prepare and
submit sewer "Record Drawings".
11. Soil and material testing for compaction and backfill for items 1 thru 5.
B. Direct Expense
1. Mileage at $0.30 per mile.
2. Reproduction.
707 W. 7th Avenue, Suite 200 • Spokane, WA 99204 • Phone (509) 458-6840 • Fax (509) 458-6844
Inspection .
page 2
2. DESCRIPTION OF WORK
Inspection by STI Northwest personnel or other agency personnel shall not relieve the
contractor of his responsibility to construct the facilities covered by this agreement to the line
and grade shown on the approved plans or as staked by the engineer. This contract
agreement does not include construction management, scheduling activities, or preparation of
irrigation °Record Drawings" as required by Spokane County for final acceptance of the street
and drainage plans.
1. The scope of these construction engineering services includes:
A) Periodic observation and reporting of specific construction activities on this
project which include; Sewer, Subgrade, Bases, Pavement, Concrete Curb and
Gutter, Sidewalks, Storm Drainage, and Material Testing;
B) Maintenance of all construction records related to construction activities outlined
in paragraph °A" above, which may include; daily inspection reports,
manufacturers' certifications, material test reports, and correspondence;
C) Assurance that the construction of the roads is according to the approved plans
accepted by the Spokane County Engineer, Spokane County General Provisions,
the Standard Specifications, and applicable portions of the WSDOT Construction
Manual;
D) Development of Post Construction Record Drawings for Sewer, Street and Storm
Drainage Facilities; it is understood the facilities inspected by firms other than
STI Northwest will be certified by those firms in a form acceptable to Spokane
County;
E) Coordination of the testing of construction materials for compliance
to the plans accepted by the Spokane County Engineer, Spokane
County General Provisions, the Standard Specifications, and
applicable portions of the WSDOT Construction Manual.
2. Prior to acceptance of the roads and drainage facilities by Spokane County, the
Engineer shall submit all construction records and the Record Drawing to the Spokane
County Engineer. 3. The effort to complete inspection and certifications in accordance with Spokane County
requirements varies widely and is closely related to how well your contractor plans his
activities, communicates with our inspection staff, and the quality of his work. A pre-
construction meeting with the contractor, project sponsor, and STI staff is strongly
recommended prior to commencement of any construction activity. This meeting will be
held to determine the schedule, client contact, owners representative, and payment
responsibility for re-inspection charges for incomplete or inadequate work.
~
Inspection
Pa9e 3 i
5TI Nvrthwest wifE provide as much sail and materials testing in hause as possible, but wrdi not
nesitate to use outside consulfiants where their speeialty Es required, We feel we can provide
better seniice in quality contra1, and streamline the inspec#ian process as required by Spokane
GaunPy.
The soil and material tes#ing is biffed an a time and expense bas9s. ►►a►► month7y inVOice will be
prepared and sent to ynu for the inspecfion and materiaCs tes4ing. The amounf af testing is
impossible to antici,pate, and w611 require your contractor and cvnstructian manager to
coordinate with our inspection department. As you know, there are same snil and material
festing guideTines reguired by 5pokane County, but the requirements ar~ only the cninimurrv
and additional tesfing may be cequired
The services described herein wifl be perfarrned as needed and billed an the basis of #ime and
expense as autlined in the maximtam hourly billing rafes by pob classiticatiorr inGluded in the
Wark Authvrazatian. We estimate the cvst Qf inspectian services as ❑utiined above #o be
apprvximafeiy $6,700.00. Ridgecrest Qevelapment agrees to provide certificatiorrs to STI, or
arrange for appropriate certificativns frvm vther firms. Ridgecrest Develapment shall also
incfude pTavisi❑ns in their cvnstructivn evntracts to back charge their con#ractvr fvr fhe cost af
STI servir„es wwhich may be required far re-inspectian oc re-testing of facififies which failed #o
meet the required standards. Billings fvr said re-inspections will be carefully identified on STI's
billing to Ridgecrest Dsvelvpment Ridgecrest Qevelopment wifP be responsible to back eharge
their contractar.
It is alsv understood that no wvrk shall cammence within any portion of the prvposed Spokane
Caunty Right af Way wifhvuk first obtaining a written permit and approved pEans frflm the
County Ertgineer. [t is alsv understood that any praject facilities constructed without adequate
inspectian and documentation by STI Nnrthwest will be removed and reconstructed in
acccordance with appraved project plarrs and SpoEcane Cpunty S,pecif'rcatians, or STI will nvt be
responsFble far project certification or submissivn of recvrd drawings to the County Engineer.
,
~
WORK AUTHORIZATION ,
ATTACHMENT "C"
NOT(CE TO OWNER OF RIGHT TO CLAIM A LIEN
IMPORTANT: READ 60TH PAGES OF THIS NOTICE CAREFULLY
T0: Ridttecrest Development TO: Buster Heitman ,
Owner Agent/Contractor
FROM: STI NORTHWEST
DATE: Avri1 20, 1999
PROJECT: shellev Lake. 2nd Add. - Insoec. PROJECT 99100
THIS IS NOT A LIEN: This notice is sent to you to tell you who is providing professional
services, materials, or equipment for the improvement of your property and to advise you of
the rights of these persons and your responsibilities. Also take note that laborers on your
project may claim a lien without sending you a notice.
OWNER/OCCUPIER OF EXISTING RESIDENTIAL PROPERTY: Under Washington law,
those who furnish labor, professional services, materials or equipment for the
repair, remodel, or alteration of your owner-occupied principal residence and who are not
paid, have a right to enforce their claim for payment against your property. This claim is
known as a construction lien
The law limits the amount that a lien claimant can claim against your property. Claims may
only be made against that portion of the contract price you have not yet paid to your prime
contractor as of the time this notice was given to you or three days after this notice was
mailed to you. Review the second page of this notice for more information and ways to
avoid lien claims.
COMMERCIAL AND/OR NEW RESIDENTIAL PROPERTY: We have or will be providing
professional services, materials, or equipment for the improvement of your commercial or
new residential project. In the event you or your contractor fail to pay us, we may file a lien
against your property. A lien may be claimed for all professional services, materials or
equipment fumished after a date that is siXty days before this notice was given to you or
mailed to you, unless the improvement to your property is the constn.,ction of a new single-
family residence, then ten days before this notice was given to you or mailed to you.
IMPORTANT INFORMATION ON NEXT PAGE
STI ATTACHMENT C
PAGE 1 OF 2
' . • _
SENDER: STINORTHWEST
ADaRESS: 707 W. 7TH AVENUE, SUITE 200
SPC]ICANE, WA 99204
TELEPHQNE: (509) 458£840
Brief descrip#ion vf professivnal services, matedals, vr equipment provided or ta be
providcd: Prafessional engineering and related services.
IMppRTANT ZNFQRMA'CIpN FOR YC]llR PROTECTfON: This notice is senf to inform
you that we have Qr will provide professianaf servicesz materiais or equipment for the
impravement of yaur property. We expec# t€a be paid by the person who ardered aur
services, but if we are no# paid, we have the right to enfvrce aur cla'rm by filing a
cemstr..rcfion lien against yaur property.
LEARN more abvut the Pien laws and the meaning at fhis notice by discussing them with
yaur cantract❑r, suppliers, Department of Labflr and dndustries, the firQn sending you this
notice, yaur lender, ve your attnmey.
COIVlMt3N METHOD a TO AVOfO CC]NSTRUCTION LfENS: There are several methvds
available fa prvtect yrour prvperty from r.onstructivn iiens The fallowing are two of the more
commanly used me#heds.
DUAL RAYCHEGK (JQint Checks): When paying your contractor fvr senrices or
maferials, you may make checks payable to the contractar and the fnms furrrishing you this
notice.
LEEN RELE►45E5: Yvu may require yaur contractor tv pravide lien releases signed by all
fhe supp9iers and subcontracfvrs frorri whom you have received this nvtice. I# they cannat
obtain lieru refeases because you have nat paid them, you may use the duaf payee check
method to prvtect yourself.
. YOU 5FiC3[JL'Q TAK'E APPR[]PRiATE STEPS Ta PRD7ECT YO1JR E'RvPERTY FRC]M
LIENS.
YOUR PR1ME CvNtRA~TOR ►4ND YOLlR CONSTRWCt[pN LENDER RRE REQU[RED
BY LAW T4] CIVE YOIJ WRITTEN lNFORMATION AB❑llT LIEN CL41IV1S. IF Yt]U
HAVE NOT RECEiVED 17, ►45K T'NEM FOR IT.
STI A1TACHMEN€ G
PP,GE 2 OF 2
AR-28' ~00[) 07.48 LANDMAR.. TEL•509 2578 P 001
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'MAr-03-2MO 01:11 sfi i NORTHwEsr P. e2
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April 19, 2000
SnW.0499140 d&-7
Qa~ete~t-
R,~ ibdky I.skc 2"Additian
Dew ft)pr,
'Friis tunwnits alist [ri''dtfkiem imns wsociatad vvfth the oonsuucticm af sbreet aad stsxm drafimw
fwildim the:bove r+eEataced r+esxkntiat development'diat wora observed an ApFril l~ 2000. "171= ite~ms
lisW ddw have suot been o=pkkd, ur are curivally in non-ooafarmme wtth tM appmmd prqied
p'fm specifieations aad spplica6le 3gokue CowAy 5tandards fa~ Road atrd Sever C.onsbvcdm 34eis
letter.irs on itam obsu►red dwing a sitc vigit an Apri11$, 2000 ard b !irnd tv areas vf the
Rrlm adequacy- aw.,ald be YiTuaRy *-UrmmW at ~ time of our visit.
Tlris ss ~ to ~ yc~t a~ ya~r ~r ~ ~"f+ieW A~' of ffie ca~a
~ro~t". We wi~i ~n~ fe w~ c~ wi~ y~r rv~l~ba ~c
list~d ~a fmal av~C wa~c-~ will neod to be~ed etxi immpIeDad by a
° 'rn Sp~ ~3''. 'IU a'~ ~oat~d i~ from thts ~t mw wa~► ~~s lhat
~
a~n~r ~ ~ bee~ ~d ~ are ~bls ~r ~ +Cou~y S~.
P~ ~d D~e Ca~g ,
1. a.tl cm^~ to witbi~rr 2 i~ vf Wp o€ cura ar si~valc.
2. a~t p~ ~ l~ab~[+d Ihirre Sta. 17+$0 Ri 1~d' `r bo'`~'•
3. curb at Sta 22+50 Lt C3n RMhford Ihirv is mxmbling 8part. 00'
4. 5ta. 5+50 to Sta. 14+51) Rt aqn Sbelley 1ake drive Coatais several craclc4 mthie curb tm.
5. ~ m on 5~r ~,akc T?rive a~ra~e Sta, 9+~ ~a t- cbew-~
6. rancrm caos guttcr as per noft 3 page 3of fin the plaais cn bw Q►vvt 000"-
7. aTI maa bDks cn Slelky I.ake Drive.
~
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. TOTAL F.02
MRY-03-2000 01=12 STI NDRTHWE5Z P.01
4
1
~
~
, -
,
~ i ct~ ~let as ~ SPv CouS~ndar~ls, Yerify dr~r
8. Potd B f of ~6. T~al t
1[~il ~JG Pa,~e ~e
weU ri~ ekvatim grmt drY wA PkLnt or sod trw H.
9. Pond 13 &ftU 1t5 poge 6of 6. lnstat type 1 eur6 inlet as per 5pwdcaw Camty 5tan&rds, vait'Y drY PA
1[1'a~si E~+1 lf6 gage 6 af 6. Varify size ~ shape c~f' pnnd,l~taII ~+ge 1 c^urb ~ as per 5pokaue ~ro~
cmnty tan~-
T 1..Pond A 3f6 pap fa aF 6. lnsail type 1mrb inta as pa 5pdlcam Ctwnty Suw&rds p-at
Flease M n~ lnow when them rtors m cowpI44 and I wiU schedWe a flnW wsik tmo wtth Spokm
County•
i
sin=mty, !
s-n x~
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TOTAL P. 0i
MRY-03-20M 01:11 5T! NC]RTHWEST P. 81
NORTHWEST
3678 E. Ferryi
Spakane, WA 99202
(509)534-971 11
Fax (509)-534J9755
FAX TRANSMlTTAL
I]lATE: ''v /3 /C7 O . PIlGES: 3 INCLUCAhtC CC)VER SHftET
TO: Re PH%. ,a~ s FAX; 9-77-76_ s-S-
cvMPAW! PHarvE: -
_ fRom' J06:
PR~JECT L l~ y ~K,- Ztidl,
QRiCINAL IfV A+,L#IL: C] YES 0 N[a
wn~: I
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~ Confdar"fiv NoWe
nds IsonftorD~a~ andwMePd. Thi3:9forrrrwmn us "d !cs befor ue
h3dividpaF ar wdity sd~Oi#r aWm- If yai w~ rO ihe ir&rKed MOOMM Oeme de awe 00 ory O•-, m cWft, dM&Mw or Ftt e d~coft- Of this
Munakn 9S pi oTilhfted. Than1t you.
J~jsffftmww
1I
i
OFE'ICE C]F THE CdCTNTY ENGIiVEEIi,
S PQHPrNE C{7UNTY, WAS H 2NGTON
TfJ : BILL HEMM21yGS
FR(,3M : I]AVE SERTD
DATE : May 14 , 1999
SUBJECT: B[JND ITEMS P1750B SHELLEY LAKE 2"Q ADD
The bond for the above mentioned project is far the
following items:
1) R11 the items on the approued road and drainage plans.
2) A$5,7a0.D0 check was taken for an inspection band, the
check is in the plat file and ha.s not been forwarded ta
acca►anting.
Bvh'' IMATE
PROJECT 5hellsy Lake 2nd Additinn, P-1850 NfIME Doug 8u5ko, f' E DA3E 24-Apr-99
❑FCAINAGE ITEMS UNITS f1UANTITY PRICE GOST
1} Qrywsll - TYRe A EA 1350.00 000
2} brywel! - Type B EA 600 170000 1020000
39 Grate - Type 1 EA 32000 CY 0❑
4} rra€e Type 2 EA 345.00 000
5) Grate - Type 4 EA 600 300f}a 1$0000
6] Backfill Far DVV CM 240 00 17.25 4140.00
71 CQncreta Inlec EA 1.00 800.00 BOD.❑D
8) C.M Pipe 10" Qca LF 24 00 0.00
9) C M Pipe 12" Dia LF 5200 2700 7404.60
10} C M. Pipe 15" Dia LF 29 00 ❑.00
11) C.M Pipe 18" Dia LF 3000 ❑.00
12] Precast Manhole EA 7540.00 0.00
131 Snlid hd EA 325 06 ❑.00
141 D':tch Excavation CY 10.00 000
951 Sad SF 8$68.00 0.70 620760
NON STANQ,4Ra C]RAINAGE ITEMS
1y Wtlbert Vauli Curb Infet EA 25000 0 00
2} 000
3} 000
4} ❑ 0❑
5] 0.00
6) 0.00
DRAINAGE SUBTQTRL 24551.60
1 S1 Monuments EA 18500 000
17] Sarricade LF 40.00 35.00 1400.00
181 5treet Signs EA 4.00 9000 36000
CITHER SU870TAL 1760.00
GRAQING, SURFAClfVG, C41RB, AN❑ 51DEWALK
19) Raugh Grade CY 1869.00 10.00 18690Qp
20} Top Course CY 1401.(]0 15.50 21715.50
21) Base Caurse CY 15.50 0 00
22) Asphalt Cancrata Tans 959.00 48.00 44114.00
23) Cur6 Type A LF 7.50 ❑.00
241 Curb Typa B LF 1850.00 8.50 15725.00
25} Cvrb Type Fi LF 21 22 00 8.50 18037 00
26} 5idewalk SQ Y❑ 1234 00 17.50 21595.60
- - -
NpN-STANp,4Rp ROAp ITEMS
i t o.❑o
a) 000
31 Q.QC]
41 0 00
GRFIDING ANQ SURFACIfdG 13987650
C[JMS`FRUCTION TOTAL, lIIkCLU[]ING MLILTIPLIER ❑F 1,10 $ 182,806.91
Post-it° Fa% No#e 7871 jPate5- &,•99 ' Page
s
From 'K-C>
F°hone # ~ Phona #
Fax # I Fax #
~
NAME° ROTCHFOR.I7 DRIVE ENGTH- 933.00 FT. WIDTH- 40.00 F
BEGINNING STATIQN = 1345.00 ENDING STATTON = 2278.40
INTER # 1 T YNCLUDEp ISWIDTH ~ 50.00 SK =0.4Q RAD =30.00
TERM # 1 : CHOPPED
TERM # 2 : CHOFPED
ITEM MEASUREMENT QUANTITY
SUftFACE ARfiA- 39206. 28 S. F.
R(]ADWAY EXCAi1ATI ON 0.67 F`i` . 968.1 C.Y.
CRUSHET] S[IRFACINf_; TDP CflURSE 0.50 FT. 726.0 C.Y.
CRLTSHED SURFACING BAS E COL3RS E 0.00 F'T, 0.0 C. Y.
ASPHALT C[]NCRETE 0.17 FT. 49 6. 1 TQNS
C[]RF3 TYPE B EXISTING 0.04 FT. PROPOSEL] 1$50.2 FT.
SIDEWALK EXIS'T'IIVG 0.00 S.Y. PR(7F'OSEI3 1233 . 5 S. Y,
TDTALS
w STREET QUAN'I'ITIE5
PROJECT NO. - P--17505 L7ESIGNER- DDCIG BLTSKfl L]ATE- 4/20f 99
PROJECT DESCRIPTTON- SHELLEY LAF{E 2ND ADDITIDN
STREE'I' # 1
NAME - SHELT3EY LAKE LANE LEIVGTH- 717.00 FT. YJ IDTH - 30.00
SEGINPdI11TG STATION = 854.00 ENDTNG STATION = 1577.00
I1VTER # 1 T INCLLTDED I SGV TDTH = 3 0. CD D S R = 0.00 RAD = 30.00
TERM # 1 : CHQFPED
TERM # 2 ; CHOPPED
ITEM MEASC7REMENT QUAIVTI TY
------------------------------------------------__v-------------------------
STJRFACE AREA- 22796.28 S. F.
ROAL)WAY EXCAVPsT I ON 0.67 FT. 562.9 C. Y.
CRCTSHED SURFACIIVG TdP CCILTRSE 0.50 FT. 422.2 C.Y.
CRL]SHED SURFACING BASE COLTRSE 0.00 FT. 0.0 C_ Y.
AS PHALT CC]NCRETE 0.17 F'I' . 288.S TQNS
CT7RB TYPE R EXISTIIVG 0.[]0 FT. PRQpOSED 1438.2 FT.
---------------------------------__t____------------------------------------
STREET # 2
NAME- LANE C? LENGTH- 220.0p FT, WII7TH- 40.00 FT.
BEGINNING STATION - 1046.00 EII'{L]ING STATION = 1266 . 00
INI'ER # 1 T TNCLUI7ED ISWIL7TH = 30.00 SK = 0.00 RAD = 30.00
TERM 1 : CHfJPPEI]
TERM # 2 : CHOPPEI]
ITEM MEASTJREMENT Qi7ANTTTY
SLaRFACE AREA- 10086.28 S. F.
ROADWAY EXCAVATIQN 0.67 FT. 249.0 C.Y.
CkUSHED SCTRFACING TCIP COURSE 0.50 F'T. 18 6. 8 C. Y.
CRT]SHED SURFACrNG BASE CDURSE 0.00 FT. 0.0 C. Y.
ASPHALT CdNCRET'E 0.17 FT. 127.6 TQNS
CURB TYPE R EXISTING 0.00 FT. PROPC7SEZ] 444 . 2 FT.
$TREET 3
NAME - LANE H LENG'I'H - 120.00 FT. WII]TH - 30.00 FT.
BEGINNIiVG STATION = 1040.00 E1VUING STATION = 1160.00
TERM # 1 : CHaPPEd
TERM # 2 : CHOPpEL3
ITEM MEASTTREMEN'P QCTANTITY
SURFACE AREA- 3600.00 S. F.
kOADW.AY EXCAVAT I QN 0.67 FT. 88.9 C. Y.
CRUSHED SURFAC I1VG TOP CaURSE 0.50 FT. 66.7 C. Y.
CRU5HEI] SUkFACING HASE COURSE 0.00 FT. 0.0 C. Y.
ASPHALT CQNCRETE 0.17 FT. 45.6 TONS
CURB T"YPE R EXISTING 0.00 FT. PRQPOSELI 240.0 FT.
STREET # 4
ACIS -2 0' UU(iRI) 07 4V LsAMHnv r.VlLDb~RS lEli 5U9 4r~ 1579 f. 00L
AP!'C-2{~7-2oze 87: l~ _ Y. bl
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INspEG'roR: I[~ATE; ~,~r fao
C(}NTR.AC"TOR ANIl1OR SUBCQNTRACTC1RS:
ARK sUIMERS
41TOANMWVICORPORATED
Kcy t+o ?1islirwclive Homer sn QXEW W&MigQ6 I]ATE: 4r-Z8-cc7
~~ET
TO: . 47 7: 76 S~S'
FROM: /6/7 " .
IiE:
r
1'AGE,S: ~
8225 N. I]ivasivn Spakane Wa 99208 509-467-2123 (Fax) 549-4bT-2578
~ ,
AM TESTM: UAT& 4 PAS5 a BAEL
. ~ _ . o pA55 o PAII.
~ MANDWaL: DATE:
' TV 'LN~~ REQM'T: DATB:
T,iSPM"R' S SICirNA'T[TRB:
• , ~.,r.,i,~e . ~
TaTAL P. 01
45T44f89 14:54 FAX 509 252 3s24 TRANSNATIQN TITL.E - lao01
. ~1-7
Order NQ. CFt.n-225537
TFANSNATION TITLE INSURANcE CQMPAIYY
720 North Argonne Road, 5uite T
WA 99212
PM S(GIOS oo 9 2 - 2 2 22
Prepared fvr: ~"raneamerica Na.: C~-22S53T
GC Listln~tials S~~~,~K: DEEI/$CpTBERGfRICHfC&G
LAIITI31►9ARK $LF~LD~RS ~ PART. (SHELLEY LK 2ND ADL) P[JTJ
A,'TTN: BiJSTER~ HEITMAN I I.P.E. JOH N4. 99029)
N. 8205 DIVTSIDN ~
CC: Inland Pacific SLTPPIrEMENTAL T I TLL COAMITMENT NUMBER 4
ATTENrI8N: This SupFlemental contains changes which impact title ta
prvperty 8et fQrth in the above- referenced cv=gtment.
SC HEDVLE "Al':
x The Legal pescriptiohis amended a5 foilows:
That pertivn af the West half of Section 24. Tvwnship 25 North.
Range 44 East, w,M., described as follows;
BEG]CNNIIVG at the 5outhwest corner Df Lvt 13 in Bl.vck 3 of SHELLEY
LAKE (a Planned Unat I]evelQpment) as per plat thexev£ recorded in
Volume 24 of Flate, Pages 59, 60 and 61; thea7ce Easter].y alvng the
Svutherly h4undary of eaid plat the followsng tsvo (2) coursea; (1)
SOY3th 61°53' 0}0° Et3st, 7l diStdllce C7f 259.9$ fefc't tC] the 5[?L3thBc"t5t
corner of Lvt 15, Block 2❑f said glat; (2) Noxth 7505714311 East,
a].ong the Sautherly line of Tract "A" of said platr a distance of
67.13 feet tv its intersecrion with the ordin.ary High Water Line,
elevation 2009.1 (NGVD) of Shelley Lake as establashed by fldfr. nvug
Pinep, Washington State DepartmeIlt af Ecvlogy on March 26, 1993;
r.hence Easterly aloag said Drdinary High Water Line the fvllowing
~-f-i v (6) cvursesr
(1) St7uth 50007131" Easta 45.2$ feeG;
(2) 54)1l.Yth 65024' S'7" Fa$tr45.60 feet;
(3) Sauth 75002,101, EaSt, 77.56 feet:
(4) SDuth $8°51`3F" East, 77.02 feet;
(5) 1►xOxtht B3°5q'38" Eas't, 94.6$ feE:t;
(6) North 75043136" East, 18.89 feet;
thence SQUth 00046'03" West, a distance of 241.49 feett thence
IvorCh 89013'574' west, a distance of 3.45 feet; thence South
00046•03" west, a distance flf 240.00 feet; thence Narth 89013157"
West, a d].stance of 7.84 f+eet; thence 5auth 00,14610311 West, a
distance af 110.00 feet; thence South 75000`26" West, a distance af
136.72 feet; Chence North 11,00311311 Weat, a d2.stance of 125.51 feet
tQ the beganning of anon-tangent curve, coricave ta the Isorthwest,
ConCillued
Page 12
~
• 05/04/99 14:54 FAX 509 252 3624 TRANSNATION TITLE lih002 I,
• '
Order No. CRD-225537 ~
having a radius of 195.00 feet and from which point a radial line
bears North 47012'46" Weet; thence SouthwesCerly along said curve
through a central angle of 4105214911, an arc di$tance of 16.61 feet
to the beginning of a reverse curve, concave to the Southeast and
having a radius of 30.00 feet; thence Southerly along said curve
through a central angle of 80048'2611, an arc dietance of 42.31
feet; thence South 56051137" West, a distance of 60.00 feet to the
beginning of a non-tangent curve, concave to the Southwest, having
a radius of 550.00 feet and from which point a radial line bears
South 56051137" West; thence Northwesterly along 8aid curve through
a central angle of 34039157", an arc distance of 332.77 feet to the
beginning of a reverae curve, concave tv the Northeaet and having
a radius of 380.00 feet; thence NorCherly along said curve through
a central angle of 9502010911, an arc distance of 632.29 feet to the
Southwest corner of Lot 14, Block 3(1' wide strip) of said plat;
thence SouCh 61053100" East, along the Southerly Zine of said Lot
14, a distance of 60.00 £eet tv the Point of Beginning;
Situate in the County of Spokane, State of washington.
S C H E D U L E "B":
x Except as to the matters reported hereinabove, the title to the property
covered by this order has NoT been re-examined.
Dated as ot May 4, 1999, at 8:00 A.M.
TRANSNATION TITLE INSIIRANCE COMPANY
. By
Connie R. Dodge, Utle Officer
sc
Page 13
. ~
r ,
. i
TRANSNATI0N TITI,E INSLiRANCE COMPP,NY
720 North Arganr~e Road, Suzte T
Spvkane, WA 99212
(509) 922-2222
' Frepared fflr: Transamerica No.:- CRY]-225537
r,AN?MAREC BUILDERS Re : SHELLEY LF{. DEV/SCC7TBERG/RICH
ATTN : B'USTER HEI TMAN C&G PART. (SHELLEY LK 2ND ADD
N. 8205 L7IVISYON FUD I.P.E. JDH N0. 99029)
CC c znland Paci,f ic
SLTPPLENfENTA,.L TITLE CQMMZTNlE,NT NUMBER 3
ATTENTIvN: "T'his Supplem°ntal con~ains changes which impact titZe-to -
groperty set forth in the ahove-referenced corrmitrnent.
S C H E D LT L E uAn:
X Vesting is arnended as fallvws :
NADMI CATHERINE SCnTBERG, as her separate praperty. GRAN'I' CTiARLES RICE,
as -his saparate prvperty and C& GPARTNERSHIP, a'W'ashington GeneraT
Partnership.
S C HE I] Ll L E "B" :
X Excegt as to ttze matters reported hereinabove, the title tca the property
covered by this order has NaT been re-examined.
I3ated as of March 23, 1999, at B: Qa A.M.
TRANSNA`I°ION TITLE INSF7R,PiN'CE CO1VfPANY
By 1
Cannie R. Dcadge, Ti,`tle affice~
dh
~
C
~p.
p4~
A\1)
TFZANSNATIDN TTTLE IT+?SURANCE C(]PlPA3Y
720 Noxth Argonne Road a SLlI te T
Sp0}CaIIer W~ 99212
(509) 922-2222
Prepared for: Transamerica 1Va.; CRI]-225537
sHELLEY LK:DEV1SCaTaERG1RIcHlcs:G
LANDMARK BUILIJERS PAkT.(SHELLEY LFf 2ND ADD PULI
ATTN: BUS TER HE ITMAN I. P.E. JDB NC7. 99029)
N. 8205 GYVISION
CC: Inland Facific
SUPPLEMENTAL TzTLE CC3i+iMIT1++ENT N"CTMBER 2
ATTENTION: This Supplemental cantains changes which ampact title to
property set forCh in the above-referenced commatment.
S C H E D CT L E "A"; ,I
~ X Tne L
egal De5cripti9nis amer~ded as foZlows: That portion rf the West half of Section 24, Tc~wrishig ~
Range 44 East, W.M,, described as follows;
F-Zalrm - 111 ilinimil"M Wff&P_T=Urae1U a
r11~~Irner me 24 ~f Plats, Pages 59, 60 and 51; ~.henc~Eas~.erly alonc~ th
herly 3~aundary of said plat the foTlawi two ~'courses; (1
h 51°53'00" ~'ast, a distance raf 2 eet ta the Southeaof ~ot
15, Sloc (2) North 75°57'43" East
g the Sc~utY~er3y line of Txact "P." af said glat, a distance a3 faet t to its i.n.tersection with the ~
09.1 [NG~f Shelley Lake as established b~r 1~r. Dpu
~ Iffeo, Washirigton St ti e
s. - b 5- 0 . f, e
L 5ou ~ ,
( Sotath 7500211011 East, 7'7.55 fe ;
~ S~auth 88051135" East, 77.02 fe ;
Il NC7r'th 83059r38° ~.''a$tr 94.68 f G, i
( . a89 fe ;
, ~stanee o . ,
4fl.L~0 feet; thence Naxth 8901315
~
jsst, a distance o . 11 WeND,
' a d],StaIl
continued
~
e
- e
ough a central angle of 413521; an arc distance of 116
the beginning of a reverse cuzve, concave to the Southeast d
ing a radius of 30.00 fegft thence Southerly along said cu e
❑ugh a centra1 angle of 80048' an arc distance of ,
t; thence SQUth 56 est, a distance of 60.00 feet to t
inning , concave tv the Southw, , havi
adius of SIMIMP'feet and fram which point a radial line bea
th 5605113711 west; then~e Northwesterly alang said eurve throu
a ntral angle of 340391W an arc distance of 332.77 feet to t
b~ inning of a r , concave tfl the Nartheast and havi
a dius of 380.0 ; thence Northerly along said curve thro g
ntral ar~g~.e o ~9", a~. arc distance of 63 ~ th
S ne.r of Lat 14, Block 3(1' wide strip) of said plat
~th 61°53'DD" East a on the Southerl
Situate in the County of Spokane, 5tar-e of Washington.
SC H E L] LF L E "B" :
x Except as ta the ¢na.tters repprted hereinabove, the tztle to the property
covered by this order has NQT been re-examined.
Dated as of March 18, 1999, at B:QD A.M.
TRANSNATIQN TXTT E INS[3RANCE Cf3mPANY
BV ~ C
S r~h
C
!$~AR. DQdge,l l ~ o Z{'.er
L..9 1 d
' h
TRANSNATION TITLE INSUR.ANCE COMPANY
720 iNORTH ARGONNE RQAD
SPOI{ANE, W715H I NGTC3N 99212
(509} 922-2222/FAX 926-1539
TRANSNATION ttTD.: CD-225537
PREPARED FflR: SHELLEY LARE :DEV . / SCQ'I"SERGlRICE/C & G PTNRSHT P.
(SHELLEY LAKE SECONL7 ADI3 ( PC]D) I. P. E. JC)B Nl7. 99029)
LANDMARK 8UI LDERS
ATTN : BUS'I`ER HE i TMAN
N. $205 DFVISION
cG: Inland Pacific SLTPPLENlENTAL TYTLE CONMITMENT NIMER I
ATTENTIONc- -This Supplemental cantains changes which impact title to
graperty set forth zn the abave-referenced coatunitment.
S C H E D [7 L E "A":
x The legal is amended as follaws:
That portaon of the West ha].f of Sectian 24, Township 25 North,
Range 44 East. W.M., described as follows;
BEGTNNING at the Southwest cvrner of Lvt 13 in Block 3 0f SHELLEY
LAKE (a Plan.ned Unit DevelDpment) as per plat thereof recarded in
Vo1ume 24 of Plats, Pages 59, 60 and 61; thence Easterly along the
5outherly baundary of said pl.at the fallowing twa (2) courses; (1)
SDUth 5I°53' Oa East, a distance of 260.00 feet tca the Southeast
carner of Lot 15. Black 2 of said plat: (Z) Narth 75057'43" East,
along tne Sautherly line of Tract «A" of said plat, a distance of
57.13 feet ta its intersection with the Ordinary High W'aC.er Line,
elevataon 2009.1 {NGVD} of Shelley Lake as estabiished by Mr. Doug
Pineo. Washington 5tate Department of Ecolagy on March 25, 1993;
' thence Easterly a14ng said Drdinary High Water Line the fo].lowirag
f ive (5) courses :
417 South 50007'31" East, 45.28 feet;
(2) South 65024'S7" East, 45.60 feet;
(3) 5outh 7500211011 East, 77.55 feet:
(4) south 8805113611 East, 77.02 ieet;
(5) North 83059'38" East, 77.52 feet,
legal cant. ~
C `
ZEgcll Ct7T7,t.
thence SauthQ0°46' 03" West, a distance t~f 134.55 feet; thence
South 89013' 57" East, a distance of 31.82 feet; thence South
00045'03" West, a distance of 240.00 feet; thence North 85013'57"
West, a distance of 7.84 feet; thence South 00046103" West, a
distance af 110.00 feet; thence South 75000126°' west, a distance of
136.72 £eet; thence North 11003' 13" West, a da.stance raf 125.51 feet
to the beginning of a non-tangent curve, cQnGave to the Narthwest,
having a xadius of 195.00 feet and from which point a radial lsne
bears Nortln 47012' 46" West; thence 5outhwesterly along said Curve
through a centxal ang].e of 405214911, an arc da,stance af 16 . 61 feet
to the be~inning of areverse curve, cQncave to the Sautheast and
having a radius of 30.00 feet; then.Ge Southerly along said curve
thrvugh acenCral angle of 80°48°2G". an arc distance of 42.31
feet; thence South 56051137" West, a distance of 50.00 feet to the
beginninq of a norr-tanger3.t cv.rve, caricave t❑ the Southwest, having
a radius of 550.40 feet and fram which point a radial line bears
South 56°51137" West; thence Northwesterly alang saia cuxve through
a central angle of 3403915711, an arc distance of 332.77 feet to the
begi.nning of areverse curve, corrcave to the Northeast and having
ai-adius of 384.04 feet, thence Northerly along saa.d curve thrQUgh
a central angle ❑f 95°20'09°, an arc distanee of 632.29 feet ta the
Sauthwest carn.er vf LQt 14, Block 3 (1' wide stxip) of said plat;
thence South 51053100" East, along the Svutherly line of said Lrt
14, a distance of 60.00 feet ta the Paint of Begznning,
Situate in the County of Spakane, State ❑f Washington.
SC HE D L3 L E " B n:
x Except as to the matters reported hereinabove, the title t❑ e.he praperty
covered by this ❑rder has NOT been re-cxamined.
Dated as of March 5, 1999 at 8:00 A.M.
TRANSNATION TITLE INS[JRANCE COMPANYr
By . 4 a? L4 "
Conn~e R. Dodge, Titlekpfficer
sc
j,, ~
ra, Juira
1 I
rqs~77~~~r 7~~ •
~ . . 1 dC.t'7.Z4.71VATIL,{~,I~V~7 1 1 1 a~Tr7~LE IlV7~7S~i.,.E LU►it~'iPti.LV ir~~~N C~:" LfSt h[I~'S
1~ ~ • NoRTx 7 2 0 ARCONNE ~ SPOKAn, wASHINGTt7N 99212
' ~ .
Prepc3r~.'d for:
Drder N0 . : C'D-225537
LA.NDMARK BUILDEAS Nte
ATTN: Bi7'STBR HEITMAN Tax : $
N. 8205 DIVISIQN Total: $
cc: Inland Pacific
PL A T C E R T IF I C.A T E
Cercificate for filing Plat o£;
SHELLEY LAKE sECOnD ADn (PvD) x . P . E. Jas NO. 99029
In the matter af the subdivi,sion to be submitted to Spakane County for
apprQval, this company has exarnined the records of Spvkane CDUnty Auditor's
and Clerk`s offi'ces, and the records of the Clerk of the Uni.ted 5tates
District Caurt holding terms in said county. This certificate Ys made far
the gurpose herein specified, and is nat to be used as a basis far clcssang
any t:ransaction. Liabila.ty is limited tD the amount, if any, gaid far this
~~~t'--=icate. From such examination, the company hereby certi,fies the title
ta the fflllowing described land, i-n said Spakane County, to-wit:
See Legal Description
Page T of 7
~
• Vrder lVo. 4iE.1J-22553!
vEGAIy DESCRIPTION
That partion v£ the West half of Section 24, Township 25 North,
Range 49 East. W.M., described as £allows;
BEGINNING at the 5vuthwest cQrner of Lvt 13 in Block 3 of SHELLEY
LAICE (a Plarned Unxt Develvpment) as per plat thereof recvrded in
Va3ume 24 of lPlats, Fages 59, 50 and 61; thence Easterly along the
5vutherly bvundary of said plat the fallQwing two (2) courses, (1)
5outh 61053' 00" East, a distancc of 260.00 feeC to the Svutheast
- caarner of Lat 15, B1ock 2 _ of said plat; (2) NarCh 75057143" East,
alang the Southerly lirie of Tract "A" of said plat, a distance of
57.13 feet to its intersection with the ardinary High Water Line, .
_elevatian 2009.1 (NGVD) of Shelley Lake as established by Mr. Doug- ,
Pineo. Washington State Department of Ecology on March 26, 1993;
thenee Eastexly alang said Drdinazy High Water Line the following
five (5) courses:
(1) South 50007' 31" East, 45.28 feet;
(2) Sorath 55024' S7" East, 45.60 feet;
(3) South 75002' 1Cl" East. 77.56 feet; .
(4) Sauth $8051'36" East, 77.02 feet; .
(5) North 830591381" East, 52.41 feet;
thence Sau'th 00046103" West, a distance of 192.78 feet; thence
svuth 891013'5711 East; a distance of 46.82 feet; thence South
40045103" West, a distance of 24(}.00 feet; thence North 89013157"
West, a distance of 7.84 feet; thence South 00046'03" West, a
distance of 110.04 feet; thence Sauth 75000125" WeSt, a distance of
136.72 feet; thence North 11003' 13" West, a distance o; 125.51 feet
tv the beginning of a nvn-tangent curve, eoncave tv the Northwest,
having a radius of 195.00 feet and fram which point a radial line
bears North 47012146" West; therace Svuthwesterly along said curve
tharough a central angle of 4052' 49" , an are distance of 16.61' feet
to the beginnYng of a reverse curve, cvrscave to the Southeast and
having a radius ❑f 30.00 feet: thence Sautherly alang said curve
thraugh a central angle of 8004812611, an arc distance of 42.31
fcet; thence South 55051'37" West, a distance of 60.00 feet ta the
beginna,ng of a non-tangent curre, eoncave to the 5authwest, having
a radius of 550.00 feet anci from which paint a radYal line bears
Sauth 55051' 37" West; thence Northwesterly along said curve thraugh
a central angle of 3403915711, an arc distance of 332.77 feet ta the
}aeginning of a reverse curve, concave ta tYse Nartheast and having
a radius of 380.00 feet; thence Northerly along sa$d curve thraugh
a central angle of 95020' 09'", an arc distance of 632.29 feet to the
Sauthr,vest corner of Lat 14, Slack 3(1' wide stxip) of said plat;
thence Sfluth 61053'00" East, along the Sautherly line of said LDt
14, a riistance of 60.00 feet ta the Point of Seginning;
Situate an the County of Spokane, State of Washington,
(Ptn. Farcel Nos: 45245.9145 & 9146)
(Abt]revi.ated Legal: PTAT. W1/2 24-25-44)
Page 2 of 7
. ~
r .J" • ' ~ ~1 . ` . E •
Order No. CRD-225537
r~
vEsTEn zN:
~
SHELLEY L,AItE ~3EVELOPi~EN'~ a Wasn~to~. Ger~eral. Paxtinership; ~TAOMI
CATHERINE SCC3TBERG, a.s her separate prvperty; GRANT CHARLES RICE, as
his separate property and C. & G 1AR'1°`NERSHYP, a Washington General
Partnership.
EXCEPTION5 :
1. 'I'axes and assessments, if any, no sea3~ch hawing been tnade ehereaf, as
ta Parcel Nos. 45245.9145 an .
~ Farcel Nos. are pa:awided fram the latest Assessor's Maps available to,
the Compan.y. Said parGel numbers are nat a matter af the public record
therefor, the Company makes no assurance as to validity ar accuraey
relating thereto. - • .
{Cavers praperty herein described and other praperty.}
2. The lands aescribed herezn have been classified as open space disclosed
by notice, and are subject ta the gxcavisions of RCW 84.34, which include
the requiremen.t of a cantinuatian of r6stri.cted use in arder tQ continue
the present assessment rate, A change in use can cause an increased
assessment rate for present and past years. Any sale or transfer of all
Qr a partion of said land requires execution of a natice vf comgliance
farm attached to the excise tax affidavit. (Affects Farcel No.
45245.9145)
3. ANY LTNPAID ASSESSMENT OR CHP.RGES, AND LIASILITY FOR FLTR'THER ASSES5MENTS
C1R CHARGES BY VERA IRRIG.ATIQN DzsTRzeT No. iS.
M e
~
Page 3 of ~
~ ~
. ~ • , ' Order No. CRDr225537
- 4. EASEME3+iTT AND THE TERMS ANI? CONi]ITIONS THEFZEOF :
GRANTEE: 5pdkane Caunty, a political subdiviszon
Pi7RPOSE: Praviding an area fdr emergency or other
vehicles tv saf ely navigate on or tuxn
around and allowing natural drainage
and/ar ruraaf f vver and across the said
ciescribed 1ands.Grantor hereby agree nvt
tv abstruct, artificially callect or
' di scharge the flow acrass or adjacent to
the above described lands. The Grantor
_ agree that 5pakane County accepts no
responsibility for maintaining this
Easement. _Ingress and egress over, and
fram said easement for the purpose of
inspectivn and eanergeney maintenance of
_ drainage facilities
AREA AFFECTED: - 'See * Helow
* That partiQn o£ the 5outh half of the Southeast quarter of the
- Northwest quarter of SecCion -24, Tcawnship 25 North, Range 44 East, W.M. ,
more particularly described as fallows: Commencing at the Narthwest
carner of the South half o'f the Sautheast quarter of the Northwest
quarter of said 5ection 24: thenGe South 89012' 57°1 East, alang the Nrarth
line of said South ha1f ❑f the Sautheast quarter of the Narthwest
quarter, a distance of 593.94 feet, to the beginning of a nvn-tangent
cu.rve, cancave to the Southeast and having a radius of 745.00 feet [fram
which paint a rada.al line bears South 6001014811 East) ; thence Sautherly
along said curve thrvugh a central angle of 01042'12", an arc distance
❑F 22 . 15 feet; thence South 28007' 00" West, a distance ❑f 313 . 08 feet t❑
the beginning of acurre cancave tr the 5mutheast and having a radius of
- 380.00 feet; thence Southerly alflng said curve through a central angle
of 00035111" an arc distance of 3,89 feet to the T"rue Point of Beginning
far this legal description, thence continuing 5outherly along said curve
having a radius of 380.00 feet through a central angle of 24°25' S9'° an
arc distancc of 162.08 f eet ;thence South 7000912411 East) : adi stance of
100.90 feet; thence Narth 2800710011 East, a distance of 142.30 feet;
thence NorCh 63053'00" West, a distance of 135.49 feet to the True Paint
of Bcginning; This easement will terminate at such tame the described
areas are pl~tted. RECORI3EU: December 11, 1996
RECORI)xNG NQ. : 4050578
~ Page 4 of 7
' orde r No. CRI] -22 5 5 3 7
5. £ASEMENT AND THE TERMS AND CCJNDITIdNS THEREOF:
GRANTEE: Spcakane Craunty, a political subdivision
gURPpSE ; Prvviding an area far emergency or other
vehicles ta safely navigate on ar turn
around and allawing natural drainage
and/ar runof f over and across the said
described lands. Grantar hereby agree not
to obsC.ruct, artificial.ly coilect or
discharg6 the flow across ar adjacent t❑
the abave described lands. The Grantor
agree that Spokane CounCy accepts no
responsibiliCy _ for mainCaining this
Easerrtent. Ingress and egress aver, and
frorn said easement foar the purpnse of
inspectibn and ernergency rriaintenance of
drainage facilities
AREA AFFECTED: See * Helaw
* That partion of the Srauth half of the Southeast quarter of the
Nvrthwest quarter of Section 24, Tawnship 25 Nflrth, Range 44 East, W.M.,
more parti.cularly descrihed as foll6ws : Comrnencing at the Northwest
corner of the Sauth half o€ the Sautheast quarter of the Noarthwest
quarter of said Section 24; thence South 8901215711 East, alang r.he P3drth
line of said Sauth half of the Sflutheast quarter of the Northwest
quarter- a distance of 593.94 feet, to the beginning of a non-tangent
curve, concave tv the Sautheast and having a rada,us ❑f 745.00 feet (from
which gbint a Xariial line bears South 60010'48" East) thence Southexly
along said curlre through a centra1 angle of 010421121, an arc di, stance of
22.15 feet; thence South 2800710011 West, a distance of 313.08 feet to
the beginning of a curve concave ta the Southeast and having a radius of -
380.00 feet; thence Southerly alvng said curve through a central angle
of 00035' 11" an arc distance of 3.89 feet; thence Sauth 510531001, East,
a distance of 135.49 feet to the True'Paint of Beginning at this legal
description; thence continuing Sout.h 51053r00" East, a distance of
184.49 iEeet; thence Scauth 28°49139" West, a distanee of 89.89 feet,
thence North 86017124" West, a distance of 51.72 feet; thence Narth
70°09r24°1 West, a distance of 100.90 feet: thence Noxth 280071001' East,
a distance of 142.30 feet to the True Point of Beginning; This easement
will terminate at such time the described areas are platted.
RECQRDEI7 : December 11, 1996
RECC]RDING NC7.: 4(}60979
6, She],ley Lake PUD Declaratian of CQUenants, Conditivns. Restrictions,
AssessmenC.s, Charges, Servitudes, Liens, Reservatian of Easements
imposed by instrument reeorded ❑n Decemher 18, 1956, under Recarding No.
4063118, including, but ncat limited ta, liability for assessments levi.ed
by the eQmmunity asscrciatian, and rights or benefits which may be:
disclosed affecting land autside the baundary described in Schedule A.
(Cozrers property hexein described and'other praperty.)
i Pag'e 5 of 71
.
. . , i
i .
' Ordex Nv. CRD-225537
7. Declarativn of Covenarzt imposed hy instrument recorded Qn December 18,
- 1995, under Recarding No. 4053I19, includ.ing but not limited to rights
or benefits which may be"disclased affecting land vutside the boundary
describedl in Schedule A.
8. RESERVP,TIC7N DF EASEMEIVT FOR SHELLEX LAKE SURFACE WAZ'ER CaVERAGE AND
INUNDATIpN ANp THHE TERMS AND COIdDITTONS THEREaF :
GRANTEE: C & G Partnership, a Washington
Partnership, Naomi, Catherine Scvtberg, a
, married wnman dealing as her sole and
separate property; and Grant C. Ra.ce, a
rnarried man dea],ing as his sole and
separate property; 5he1],ey Lake
Developments, a Washington General
Partnership and Uani.el P. - and Mary Ft .
' Melville, husband and wife, their heirs -
successaxs and1or assigns -
FL7RPUSE : Surface water coverage and unidation
RECaFtDED : Januazy 16, 1997
RECORI7ING NO, : - , 40697$7
- (CQVers praperty herein described and ather property.)
9. RESERVATION OF EASEMENT FOR SHELi,EY LAKE RECRE.ATIONAL PURPflSES ANI) "I`HE
TERMS AND CC]ND IT;L 4NS THEREOF :
GRAt4TTTEE: c & G Partnership, a Washington
Partnership, Navmi Catherine Scatberg, a
married waman dealing as her svle and
. separate pragerty, and Grant C. Rice, a
. • married man dealing as his sole and
separate property; SheIley Lake
peveiopments, a Washington General
Partnershi.p and Baniel P. and Mary R.
Melville, husband and wife, their heirs
successors and/ar assigns
PURPQSE: Recreatianal purposes
RECC]RL7ED: January 16, 1997
RECC]RL7TNG Nd.: 4069788
[Cvvers property herein described and other property.)
10. EASE1+ENT AND THE TERMS AND CONDITIDATS THEREOF :
-PURPOSE: Access to adjacent groperties owned and
retained by Lessar or their successor in
interest as well as providing for
approgri.ate infrastructure to ser-ve such
adjacent land
DISCLOSED HY: Memorandum vf Existence af Easement
Established by Lease1Dption Agreement
RECORF3EL7 : March 7, 1997
RECORDING NO.: 4482543
(Cavers praperty herein 3escribea and other property.}
Page 6 af 7
Order No. CRia-225537
11 . MEMC]RANI]U"M OF LFFASE : ,
LESSQR: Ralph H. and Lula H.Rice, husband and
wife; Naomi Catherine Scotberg, a married
woman dealing in her sole and separate
property and Grant C. Rice, a married rnan
~ dealing in his sole and sepaxate propertY
LESSEE4/1,ry i~' ~ Rvbert L', and Laura a, Hextman, husband
~r and wife; and Richard C. and Janice D-
Ne].son, hushand and wife
Navember 1, 1992
DATEU:
FtECORDED: p Novernber 23. 1992
RECORDING NU.: 921123(]623
Amendmen't recorded February 28. 1936 under Recordin.g Nv., 9602280041.
'
(Covers praperty h rein described and other progerty.)
DA'TED AS OF February 9 1999 at 8: 00 a. m.
TR.ANSNATI(JN TITLE INSLTR.ANCE CC7MPANY
gy
For service ❑n this order ca11:Y~
{509) 322-2222 (FP.X} 925-1519
~ Connie R. DQdge, Title afficer
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sPaxANE caUNrY 24 44
ASsESSOR sr
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7RAN5tVA71Df~ TITlE INSl1il°AHCE Ga~IARHY + VFI~fE PARKOSl~E
9roi fn~ 9-r~ae
Khis skelch is pr~svided, wjtrinsit charge, fgr yv~sr E
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IRt[srmatipn. 1! 15 nnt IRSendCd t0 5how a1i metleFS ~ G ~ ~ ~u ~
related to the prooerty inelusling, hut nnf iimiled to, P E R 5ON; ~p~
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made to an accurata survey far further, In[armativn, 2 j Lake-
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February 17, 1999 ;
LEGAL DESCRIP'T&i]IY
FO:RTHE FIlNAL PLAT C)F
SHELLEY LAKE SECC)NB ADDT'TT1ON
(A PLANNED UNI'T I)EVELCIPMENfi)
That gartian of the West Half of Sectivn 24, T.25 IV , Ft44 E., W.M. in the +Cvunty of 5pakarie,
State of Washington, described as fallaws: - Beg1Ili11ng St the SOUthWe5t CUmer of LOt 13, Blvck 3 of SHELLEY LA.KE (A Pianned Unit
L7evelapment) according tv t.he plat thereaf recvrded in Baok 24 of PLats, pages 59 through 61;
thence Easterly along the Scrutkierly baundary of said plat the followving two (2) courses; (i)
- S 61 °53'00"E., a distance of 260.40 feet to the Southeast carner of Lot 15, Slo ck 2❑f said plat,
(2) N.75°57'43 °E. alvng the Southerly line ofTract "A" of said plat, a distance of b7.133 feet t❑ its
intersectian with the C3rdinary Trligh Water Line, elevation 2009.1 (NGVD) of Sheliey Lake as
established by Iwir. Daug Pinev, Vw+ashington Scate Qepartment of Ecotogy an March 26, 1993,
thence easterly alonc, said C]rdinary High Water Line the follawinc, five (5) caurses
1 5,50°U7'3 1 "E , 45.25 feet; ? S 65°24'S7"E., 45 6[} feet,
a 5 750(}2'10"E, 77 56 feet;
4 S 88°S 1'36"E , 77,02 feet,
5 N 83°59'38"E , 62 41 feet,
ThenCe S 00°46'a3 "W., a distance of 192.78 feet, thence 5.39° 13'57"E , a distance of 45.82 feet,
thence 5.00°45'0a °W., a distance of 240.40 feet, thence N.89° 13'5 7°W , a distance of 7.8 4 feet,
thence S00°4 603"W-, a distance of 11[7.Q0 feet, thence S.7 5°06'26 °W-, a distance of 13 6 72 feet,
thence N.1 l°+03'13 °W., a distance of 125 51 feet ta the begsnning of a nan-tangent curve, cancaue
to the NQnthwest, having a radius of 195 00 feet and frarn which point a radial line bears
N 47°1'?'46"W , thence 5authwesterly alang said curve through a centra.l angle o£4°52'49", an arc
distance of 16.61 feet to the begiining ❑f a reverse,'~urve, concave ta the Southeast and having a
radius of 30.00 feet; thenGe Southerly akvng sai*rve trirau;h acentra! angle of 80°48'26", an
arc distance ❑f 42.31 feet; thence 5.56°S I'37"W, a distance of 60.00 feet to the begiriuing of a
non-tang+ent curs+e, cvncave ta the Saufi.f.iwest, having a radius of 550.00 feet and frcrm which
paint a radial Iine 6ears 5.55°51'37"W-; thence Narthwesteriy along said curve thraugta a central
a.ngle of 34°39'S7", an arc distance of 332.77 feet tv the begaaning of a reverse c.arve, cancave tQ
the Nartheast arLd having a rad.ius of 380.00 feet; thence Northerly along said curve through a
central angle of'95°20'C19", an arc distance of 632.29 feet to the Southwest Garner of I.ot 14,
B1ock 3 (1' wide strip) of said plat; thence S.61°53'00"E. alvng the Southerly line of said Lflt 14,
a d.istance of 60.00 feet to the Paint of B e~nning 0 ~
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5 •r~ •~ASR•~CT
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, ~Order No. CRD-225537
a
VESTED IN:
9.
SHELLEY LAKE DEVELOPMENT a Was ngton General Partnership; NAOMI
CATHERINE SCOTBERG, as her separate property; GR.ANT CHARLES RICE, as
his separate property and C. & G PARTNERSHIP, a Washington General
Partnership.
EXCEPTIONS: _
1. Taxes and assessments, if any, no search having been made thereof, as
to Parcel Nos. 45245.9145 an . .
Parcel Nos. are provided from the latest Assessor's Maps available to.
the Company. Said parcel numbers are not a matter of the public record
therefor, the Company makes no assurance as to validity or accuracy
relating thereto. . •
(Covers property herein described and other property.)
2. The lands described herein have been classified as open space disclosed
by notice, and are subject to the pravisions of RCW 84.34, which include
the requirement of a continuation of restricted use in order to continue
the pr•esent assessment rate. A change in use can cause an increased
assessment rate for present and past years. Any sale or transfer of all
or a portion of said land requires execution of a notice of compliance
form attached to the excise tax affidavit. (Affects Parcel No.
45245.9145)
3. ANY UNPAID ASSESSMENT OR CHARGES, AND LIABILITY FOR FURTHER ASSESSMENTS
OR CHARGES BY VERA IRRIGATION DISTRICT NO. 15.
Page 3 of 7
Order No. CRD-225537
5. EASEMENT AND THE TERMS AND CONDITIONS THEREOF:
GR.ANTEE: Spokane County, a political subdivision
PURPOSE: Providing an area for emergency or other
vehicles to safely navigate on or turn
around and allowing natural drainage
and/or runoff over and across the said
described lands. Grantor hereby agree not
to obstruct, artificially collect or
discharge the flow across or adjacent to
the above described lands. The Grantor
agree that Spokane County accepts no
responsibility _ for maintaining this
Easement. Ingress and egress over, and
from said easement for the purpose of
inspection and emergency maintenance of
drainage facilities
AREA AFFECTED: See * Below * That portion of the South haif of the Southeast quarter of the
Northwest quarter of Section 24, Township 25 North, Range 44 East, W.M.,
more particularly described as follows: Commencing at the Northwest
corner of the South half of the Southeast quarter of the Northwest
quarter of said Section 24; thence South 89012157" East, along the North
line of said South half of the Southeast quarter of the Northwest
quarter a distance of 593.94 feet, to the beginning of a non-tangent
curve, concave to the Southeast and having a radius of 745.00 feet (from
which point a radial line bears South 60010148" East) thence Southerly
along said curve through a central angle of 01042112" an arc distance of
22.15 feet; thence South 28007'00" West, a distance of 313.08 feet to
the beginning of a curve concave to the Southeast and having a radius of
380.00 feet; thence Southerly along said curve through a central angle
of 00035111" an arc distance of 3.89 feet; thence South 51053100" East,
a distance of 135.49 feet to the True Point of Beginning of this legal
description; thence continuing South 61053100" East, a distance of
184.49 feet; thence South 28049139" West, a distance of 89.89 feet;
thence North 86017124" West, a distance of 91.72 feet; thence North
70009124" West, a distance of 100.90 feet; thence North 28007100" East,
a distance of 142.30 feet to the True Point of Beginning; This easemerrt
will terminate at such time the described areas are platted.
RECORDED: December 11, 1996
RECORDING NO.: 4060979 6. Shelley Lake PUD Declaration of Covenants, Conditions, Restrictions,
Assessments, Charges, Servitudes, Liens, Reservation of Easements
imposed by instrument recorded on December 18, 1996, under Recording No.
. 4063118, including, but not limited to, liability for assessments levied
by the community association, and rights or benefits which may be
disclosed affecting land outside the boundary described in Schedule A.
(Covers property herein described and other property.)
' Page 5 of 7 '
• Order No. CRD-225537 11. MEMOR.ANDUM OF LEASE:
LESSOR: Ralph H. and Lula H.Rice, husband and
wife; Naomi Catherine Scotberg, a married
woman dealing in her sole and separate
. , property and Grant C. Rice, a married man
dealing in his sole and separate property
LESSEErr~ 1 tel, Robert L. and Laura J. Heitman, husband
V and wi£e and Richard C. and Janice D.
Nelson, husband and wife
DATED: ~ November 1, 1992 RECORDED: November 23, 1992 .
RECORDING NO.: 9211230623 _
Amendment recorded February 28, 1996 under Recordin No. 96022800a
. g . _1.
(Covers property h rein described antl other property.)
DATED AS OF. February 9 1999 at 8:00 a.m.
• TRANSNATION TITLE INSURANCE COMPANY
. BY
~ad
For service on this order call:f\,
(509) 922-2222 (FAX) 926-1519
Connie R. Dodge, Title Officer
v~
sc
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V04~ ~Page 7 of 7
,
, -
February 17, 1999
LEGAL DESCRIPTION
FOR THE FINAL PLAT OF
SHELLEY LAKE SECOND ADDITION
(A PLANNED iJNIT DEVELOPMEN-1)
That portion of the West Half of Section 24, T.25 N., R44 E., W.M. in the County of Spokane,
State of Wasiungtoq described as follows:
- Beginning at the Southwest comer ofLot 13, Block 3 of SHELLEY LAKE (A Planned Unit
Development) according to the plat thereof recorded in Book 24 of Plats, pages 59 through 61;-
thence Easterly aionc, the Southerly boundary of said plat the following two (2) courses; (1)
- S.61°53'00"E., a distance of 260.00 feet to the Southeast comer of Lot 15, Block 2 of said plat;
(2) N 75°57'43"E. along the Southerly line of Tract "A" of said plat, a distance of 67.13 feet to its
intersection with the Ordinary High Water Line, elevation 2009.1 (NGVD) of Shelley Lake as
established by 1VIr. Doug Pineo, Washington State Department of Ecology on March 26, 1993;
thence easterly alonc, said Ordinary High Water Line the following five (5) courses:
1 S.50°07'31"E., 45.23 feet;
S.65024'57"E., 45.60 feet; .
3. S.75002'10"E., 77.56 feet;
4 S.88051'36"E., 77.02 feet;
5 N.83059'38"E., 62.41 feet; Thence S.00046'03 "W., a distance of 192.78 feet; thence S.39013'57"E., a distance of 46.82 feet,
thence 5.00046'03"W., a distance of 240.00 feet; thence N.89013'57W., a rlistance of 7.84 feet;
thence S.00046'03"W., a distance of 110.00 feet; thence S.75000'26"W., a distance of 136.72 feet;
thence N.11003'13"W., a distance of 125.51 feet to the beginnina of a non-tangent ccirve, concave
to the Northwest, having a radius of 195.00 feet and from which point a radial line bears
N.47012'46"W.; thence Southwesterly along said curve throu;h a central angle of 4°SZ'49", an arc
distance of 16.61 feet to the beginning of a reverse'~urve, concave to the Southeast and having a
radius of 30.00 feet; thence Southerly along sai4Urve throujh a central angle of 80°48'26", an
arc distance of 42.31 feet; thence S.56°51'37"W., a distance of 60.00 feet to the beginning of a
non-tangent curve, concave to the Southwest, having a radius of 550.00 feet and from which
point a radial line bears S.56°51'37"W.; thence Northwesterly alonJ said curve through a central
angle of 34°39'S7", an arc distance of 332.77 feet to the beginning of a reverse curve, concave to
the Northeast and having a'radius of 380.00 feet; thence Northerly along said curve through a
central angle of 95°20'09", an arc distance of 632.29 feet to the Southwest comer of Lot 14, Block 3(1' wide strip) of said plat; thence S.61053'00"E. along the Southerly line of said Lot 14,
a distance of 60.00 feet to the Point of Beginning.
f' O0 t
~
• -
, Fo ; 18091
0••....••`
. '
at r,~►x~
ocpIaES 12 08 /00
BRAINAG'E LANGUAGE 'F OR
Shelley Lake 2111, P41510B
Reviewer- L?QUg Busko, F. E.
Date; Thursday, April 29, 1999
Drainage easement.s, as platted and shvwn hereon, wFhieh are far the prurposc af mstalling,
operating, and maintaining drainage swalcs and draEnagc facilities to dispose of ruoiofF, arc hcrcby
grantcti to Spolcane Caunty, the public, and the Homeoraners Associatiari ❑r
successors in interest
Spokane Cvunty and its authonzerl agents are hereby graiated the nght to ingress and egress ta,
over and fram all public drainage easemeiits for the purposes of mspection and emcrgeancv
maintenaace of drainage sevales, ponds, ditches; culWerts and other drainage facilities, Lf riot
prapcrly maintained by the prQpert}+ awner oe tlie Homeawners Assaciatian
Spokaac County tlocs nofi accepfi the respvnsibEltty to mspect, mr maintain drainage facilities lacated
outside vf public rights-of-way, excepC m cases where Spokanc Count), specificallu assumcs that
respansibiliC}+ in writLng. Nclther docs SpQkane County accep# any+ 1iabzlEty for any failure by the
property rrwmer(s) tv properly maintain suGh areas
The property owners tvithin this plat shaCl be held responsible far keeping open and maintarning the
surface palkh of natuarat or man-made drainage flow over and across thcir respective prapertaes If
the property awners fail to maintain the surfacc pa[h of natural or man-made drainaige flow, or
drainage facilities an prevate properties, a notice of such failure may be givcn to the propcrt}+
owAier Tf not crarrected wi[hirt the period indicated on said notice, Spa9cane CaunCy has the nght tv
carrect the maintenanee failure, or haVe it corrected, at the expense vf the propert,r owner
Spokane Caunty dacs not acccpt the respansihility of maintainEng the drainage course on psivate
lots, nor the responsibiiit}= far any damage whatsoevcr, including, but not limitcd to, inucrsc
cflndemnation to any properties due to defcient consTruction andlor maintenance of draiiiage
courses in drainage easements on priWatc property
An}+ bullding tF1at 1S CCJnStrlICted []n a lDt li] Clais plat shall be set at such an elcvation so as ta
providc positivc cirainagc away frani any drainage entry poEnt to the building (including but not
iimitcd ta awindrrw we11, awindQtiv unprotected by a windowu well, or a dDOrway) Said pasitywc
drainage shall consist oF a minirnum slape of 3% away fram the building frsr a distarzcc of at Cease
10 feet frorn the building The lots shall be graded sa that either a} all runoff is routeti away from
the buildu7g, and conveyetl over the 1ot to a natural drainage swale or approued drainagc facility, or
b} dratnage interce,pted on the lot ts disposed nf on the lot in an appr4aed drainage facilii~r. All
drainage faci1ftics for this p9at; tncludmg any `20$' swales; shall bc cansta-ucted m accardance with
the approved plans pn file at the 5p4kane County Engincer°s Clfficc Any proppsed changeS to the
apgrorred road and drainage plans must he approved bu the Spvkane County Engineec"s Officc
pnor to canstructian of said changes
~ -
~
.
There may exist propcrties located uphill and adjacent to this suladiraislon whrch pcriadreally
discharge stornnwater rtmoff onCa individual lots Nvithin this plat Stormwater runoff from nearby
uphill prapertLes should be cxpected, and dunng snow melt periods or weC sea.sons the icats may be
subjected fiQ higher aenounts af stormwater t`unoff that what is normally obssrued or aniicipated
Becausc stormwaCer R1nS]ff ff"Q117 adjaccnt propert,ies haGe discharged onto this plat prior to
development, stnrmwatcr reenQff will likely coiztinue to do scr after deuelopment
T1ac property o«+ners «+ifihin this p1aT shall maintaui all water quality s►vaies ("Z08" swalcs) and
drainage ditches situated on their respective propcrtics; and any porhon of a`208' swalc sttuatcd in
a pubiic nght-of way adjacent to their respective properties, with a pemoanent graund couer as
specificd in the currently agproved and accepted plans on file at Spokane Caunty's Engineer's
Of~ice No strucrures, includrng fences, sha11 be canstrucCetl directllv Qwcr or within a`2C18'swale
withvut the expressed written consent of the 5pakane Caunt}f Engineer. 5pokanc County does nat
accept the responsihility to inspect andlor maintain the drainage easements ar drainage swalcs; nar
does Sgakane Courity accept any liabifity far any fatlure by the lot owncr(s) to propcrly iiaaintain
such area.s
The Hameawners Asspciatian csr ots successors ii1 interest shal] maintain the
drainage faciLties, located in comrnon arcas and Tracts A and B in confarmancc with the
approved plans on file at the Spokane CounCy's Engineer's Office Maintenanec vf drainagc
facilities includes; but is not limited tca, kceping apen a,nd cteanmg storm pipes; di#ehes, drainage
pQi7ds, srvalcs, etc , replaeemeiit af drainage facilrties as needed, and rnaintau►ing livc native-type
dryfand grasscs ar larvn turF in the `208" swaies located in common areas or tracCs, wiCh optianal
shrubbery aj1d/ar trecs, which do nat obstruct the flvw and percofation of storrn drainage vvatec zn
the drainage swale as mdicated by the approVed plans. Thc 1-formerswners
Assaciatian shall be responsible for paymenc pf all claims and aCher liabilrties which may become
due far said maintena.nce respansibiliCics
I,f the Harneowners AssociatFOn, Qr their successars in interesC, fail Co maintain the
drainage facilities in confvrmance with the accepted drainage plan on fi1c at the Sgokane County
Engineer's Office, a noticc af such failure may be given to the Homeawners
Assuciation, ar their sttecessors in interest, by the Caunty Engincer If n6t, corrected tr+ikhin the
period indicated on said natice, 5pokane County has the right to carrect the maintenancc failure, Dr
have it corrected, at the expense a£ the Home4wners Assaciation, ar their
successors in interest.
Shauld the Homeowners Assaciatian be terminated for any reason, the
successors in interest shall be the ZntUvrdual lat crwners, or [heir successors in intcrest, who arc
mcmbers of the Homeowners AssaciaYian at the tirrte of said terralinatYon The
successors in interest shall share equally in the responsibility and cost vf mantz►ming said cirainage
facilitie5
Narthwesterly along saici curve through ❑ centroi angie ar ,)4r a,~j z) / , on urc. u15LW kG U I JJ~.I . <
the beg'snn3ng of ci reaerse curve, concave to the Northeast and having a radius of 3$0.00 feet, thence
Northerly a1ong soid curve through a central angle of 95'20'03", ean orc distance of 632.29 teet to the
Southwest corner of Lot 14, Black 3(1' wide strip) of said plat; thencs 5.61'53°00"E. along the Southerly
line of said Lnt 14, a distonce of 60.00 feet to the Paint of Beginning.
Side yard and rear yard setbacks shakl be determined at the time buiiding permits care requested unless
these setbacks are specifically drafted an this finaf picat. The setbacks indicated on this p[ot rnoy he
Varied fram if proper zonirag approvals are vbtasned.
A public sewer system will be rrrade oVai1Gble for the plat and individuol service will be provided to each
lat privr to sale. Use of nndividual an-site sewage systems sholl nat be autharized.
The public water system, pursuant to the INATER PLAtV apprvved by Cvunty ❑rad Stote Health ❑uthor€ties,
the lcacal fire protection district, County Building & 5afety Qepartment, and water purveyvr, sholl be .
instafled w9thin this s+sbdivision, and the subdividefi/sponsor shall pravide for individual dornestic water
serviee ❑s wsll as fire pratecti~nn to eac p,~ior tv oJ.e of each lot and priar to issuance of a building
i;ri+R- re~ l~s~''of priv wel s and wat syster~s's~ib~e,d~ -
The awners of ail irats within this subdirrisivn shall be members ❑fi the SHELLEY LaKE HUMEaWNERS
ASSOCIATIC]N a hcrmeowners associatian created by document recorded Navember 18, 1996 by the
Secretcsry af Sfiate of the Stcite of Washingtan under U.B.I. Number 601752027, arrd subject to the
Articles af lncorporation ❑rrd Byiaws thereof. 5ubject to the ❑ECLARATIOhI OF PF2OT£GTIVE CaVENAIVTS
FaR SHELLEY LAKE HOMEOWNERS ASSOChATlaN as recorded under Auditor's aacument Na. 4063118, whicn t~
, by reference is made ❑ port hereQf.
- ~ „ ,
Tracts .,~1', ,~E~ , "C" ❑nd ~~D" as pIatteci and shDwn hereon are hereby dedicated to the SHEL.LEY LA
HC3MEDWiVERS AS50CIATIC?N. Tracts "A", °'B", "C°" ❑nd "D°" cannot be safd ar tronsferred and shall be
c~nsidered subservient estates fvr tax purp4ses to the other Iots created hereir~. The status af fne areas
designa#ed ~s subservient estates far tcax purpases ccsnnot be charrged without filling a replat. Should the
SI~ELLEY LAI~E HQNfEaWNERS F~SSDCVATIpN be terminated for c~ny reasan, the successr~rs in fnterest for
Tracfs "H", "C" r~nd "D" sha41 ae the ir~diaidual lot owners of lots withir~ this plat, or their successors
in interest, who are merr~~rers ot the Sf~ELLEY LAKE F~OME~3WN'~RS ASSOClA3I~]N at the tir~e o# said
~ermir~atior~. The priva e~read Tract Is shown hereon, is an easerraent which pravide- a means of ingress and
egress for those lots within the plat haaing frantage thereon.
WARN4NG: SpokQne Cvunty has no responsibility to build, irnprove, or maintain or atherwise service the
private rvads, contained withen or praviding service to the property described in this plat. By accepting
this plat or. subsequently by QIlvwing a huilding permit to be issued for property on a private road,
Spokane Cvunty assumes nv obligation for said pr+vate raad and the owners hereby acknowledge that the
Caunty }aas, no obligativrs of any kind vr nature whotsoever to estabiish, examine, survey, construct, alter,
repair, improve, maintain, ❑r pravids drainoge or snow removcsi on a private rQad. This requirement is and
sholl run with the land and shalB be binding upon the vwner(s), their heirs, successors or assigns
including the obl9gatian to participate +n the mainten❑nce vf the priuate road as provided herein.
; The County of 5pokane is hereby grQnted the right af ingress and egress to alf private road's, carnmon
~ areas and/or drairrage easements.
~
/
05/14/1999 11:19AH
RECEIF'T M 257291
: P 0 K A N E C 0 U N T Y
AUDITOR
SP 0 K A A!E C 0 UN T Y, 6J A
FROM : CO ENG
BY : SNEAGLE
FIIE NO.: 4367801 0 Fgs : 3
DOC.: (COV) CO+JEMAidT (NO CHARGE)
DOCLITfENT FEE: 10.60
TOTAL ND CHARGE FEE 10.00
TDTAL RECOkDING FEE 10.80
CHANGE 0.80
0t RECEIPT W
~ 4L
r..
c 0 p y
Zadand Pacific Er+gineering, IriG. ORfGINAL FfLED QR REGQRDEQ
707 w. 7fih, 5uire 200 MAY 141999
Spokane, WA 99204
{549} 458-6844 C[Ji1NiY ALlDITOR
5PC3KANE COUNTY WN
Ilocurnent Title: Dec~aratiQn of Cavenant
Grantors ° C&Cr PARTNER SHIl', a Washington General Partnership, NAC)MI
CATHERINE SCOTBERG as her sole and separate properiy and CrRAhTT C. A.ICE
Grantee. Spvkane Ccaunty and The PLtblic
Abbz-eviated T,egal Descnption: Sec. 24, Tawnshap 25 N., Rcrnge 44 E, W M
Assessor's Tax Parcel NLirmbers: Ptan. of Parcel No.45245.9145
Coiuzty Refereace No. Plat Number: P-1750A
Tn cortsiderafiion of the approVal by Spvkane County of SHELLEY LAKE SEGOND ADDITICIN
(hereinafter referred to as the "x3euelopEnent"), the undersignetl covenants and agrees that
] The subdividerlspansvr will construct the priwate roads and a.ssvcpated drainage facilities in
cpnformance wiih the approved plans on file in the County Engineer's Office
2 A lvt is served by the private road when' (a) the on7y rcrad franta~e ~'or the lat in the
DeuelQpment is on the private road, ar (b) a Iot havin; fronta;e uii xiiure tHian one rQad (pubiic ❑r
private) canstructs an apprvach to the private road.
3SHELLEY LAKE HC]NTEOWNERS ~-1SSOCIATFQN ot- tiieir successars in interest shall
maintain the private rQads and associated drainage facilities in canformance with che approued
plans an fiie in the County Engineer's Office
4 The owner(s) afany 1at created by the Develaprnent or alteration thereofand served by a
private raad stsall be responsibte for ma'rntenance of saicf private road, inClLiding associated
drainage facilities.
S Maintenance financing of the private rcrads and assaciated drainage facilities shaP1 be Zn a
manner detertnined by SHELLEY LAKE HQNTEO4ViNER5 ASSOCiATION or their successors
in inCereSt,
6. Shoufd SiAE[,I.EY LA.KE Hf7MEC3VINER5 ASSaCIATION be terminated far any reasans,
the successors in interest shaTl be tne individual 1at owners, ar their successors in interest, who are
rnembers of SHELLEY LAKE Hf3MEOWNERS ASSDCZATiC3N at the time of said terrninatian
7In the event such prtuate road mcluding associateci drainage facilities is irnproved to Spokane
Cvaznty standard5 for public streets, and the County is willing ta accept the dedicatiQn of such
rQad and drainage faclltties, eacn dvt ❑r.vner shall execute any dcacuments necessary to accompli;h
5uch dedicatian
, - 1
r
ACKNOWI.ED CiNMNT S
STATE OF VVASHINCYTDN }
}ss
Cvunty of Spakane )
On this Aft~=day ❑f , 19 al, befare e, the undersigned a N tary
Pub1ic in and for the State af Washi an, personally appeared me
knc~wn t~a be a General Partner of C& .rx Partnership, a~lashington ~~neral Partnershi~th
execsxted the vvithln and fAregoing instrument, and acknowledged the said instrument tv be the
fr'ee and Waluntary act and deed of said partnership, for the use5 and purposes therein mentioned,
and Qn oath stated that they are authorized to execute the said instrurnent on behalf of sasd
partnership
Given under mY hand and of~'icial seal t daY and Year last abo written
•t ` s,_....
• ~ ' ~
1~C~ Y FUBI.TC lrl aE7d £or the State cn -
of W ngton, residing at Spakane. ~ L1~
My commissivn expires J ~;.;`p~`~
STATE C]F WASHINGTON } Zi~rtt~WiiP, S~
) 55 ~ CGuflty of SpC]k3IIE ~
Drr this l~ day of , 19~, befc~re me persanally appeared Nt~C?M3
CATHERINE SCOTBERG arsd GRANT C ATCE ta me known ta be the indiViduals described in
and who executed the within and faregaira~ instrument arad ackno~vledged that tney si~ned the
sarne as their free and valuntary act and deed, for the uses and purpases therein menttoned
Given under my hand and afficial sead the day and year last abavewritten
~ ~ 1
+~1 -i~j J~, ~~~c.1~17 t ~
NO`F Y PUBLIC in and far the Stafie
~ 7,~~.~-.
of Was 'ngton, res4din; at 5pokane
Cf': zz
r~f 1 ~ ~e~- • ~
corrimissian exPires-/D
MJ'
~~~~a~ll!lI1~ 111i111111~
- ~
. . ~
~ .
8 Owners of lots within the Developrraent vdhv are served by such coad, rr►ay sue and recover
damages and attorneys" fees fram any otivner af any lot within the Deue4aprnent which is similardy
sen+ed wh❑ refuses to participate in the raad and drainage facilities construction, financing, and
rnaintenance
9. WARNIlVNG 5poka.ne Caunty has no responsibility tca build, imprave, or maintain or
6thervaase service the priVate roads arid assvciated dsainage facilities contained witfain or pr❑uiding
service to the property described in this Develapment_ By accepfiirag this develQpment or
subsequently by allowing a hui3dinc, perrnit to be issued far property an a private rvad, Spakane
Caunty assumes no vblFgation £or said private rcaad and the owners hereby ack.nowledge that th~
County has nfl ahfiga.tian of any kind or nature whatsoever to estahIisb, examine, survey,
construct, alter, repaar, improve, mairatain, prvvide drainage or snow reanoval ❑n a pntrate rt7ad or
its associated drainacte facilities
10 wheneVer SHELLEY LAKE HC7MEOWNERS ASSDCIATIOT+I or their successors tn
interest fail tn rnaintairm the drainage facilities in cvnformance with the approved drainage plan, a
notice will be given ta SHELLEY LAKE H4MEnW1VERS ASSOCIATION or their successors
in interest by the County Tf nat corrected after 10 days, the County has the rigfit to carrect the
rnaintenance failure or have it corrected at the expense of SHELLEY LAKE HClIV1E[]WNERS
ASS{]CIATIC]N or their successors in interest or dots in the develapment.
t l Spakane County does not accept the respcansibility of rnaintaininc-, the drainage Gourse on
przvate Iots within dra3nage easements or floodplaln areas, nor the responsibility for any drainage,
whatsQever, includlng but nvt lin-~ted to inverse condemnativn to any praperties due tv def cient
cQnstruction andlor maintenance of draina~e cr~urses in draina~e easements on pri Vate prcaperty
12 This cvVenant and agreement shall run with the [and artd shall be binding upon the Qwner,
their heirs, successors or as5ign5, rncIudin~ the obligation to parfiicipate in the maa~ntenance of the
private rQad and drainage faciltties as pFQvlded herein
TN WT S5 WI~EREOF, the afaresaid awners have hereunto set their hand tl~is I~.day of
~ 1 9'7
~
C&G Partnership
a Washingtvn General Partnership
By~.~
Tcs
Naorni Catherine Scotberg,
as her sole and separafie pragerty
c . ~
Grant C. Race, SS h15 5C71e
and separate prvperty
FROM •ANGLE DISfi NQRTH EAST TO
P1750B SHELLEY LAKE 2ND ADD PRIVATE ROAD AREA 4-1-99 D.SERTQ
AuTO INVERSE
STAR`# 2140. 1 2396 2623.10227 io
10 FNV iV 89 13 57.0 W 213.1200 2143. 00549 240BP 00157 26
RAD F AL S 0 46 03.0. W
L1CL1`A 28 af 34.0 FtT
RF1DI 1.15 235. 0000
TAN 60.4677
L-F1RC i i E3. 3677
RADIAL S 29 37 .:J"Ta 0 W
RP 2377. ~844i 241l.14939 27
26 CHClaD N 74 48 10.0 W 1%7, 1204 21.73. 70771 2294. 97697 28
' TAl+J@PT N 60 22 23.0 W
28 INU N 60 22 2..~o 0 L•l 129. `300 2237.59265 .=:182. 64217 29
RAi3 IAL S 29 37 37» 0 W
DEL7R 86 32 51.0 RT
9~ADI l1S 145.0000
TAN 141.3699
L-ARC 224. 0896
FZADE AL N 61 49 32.0 W
ITiP 236dr G'3572 2254• .J2.'J03 30
29 CHORD iq 16 05 57.5 W 202. 445,;j 2432. 09s'S8 2126.50348 31
TAN@FIT N 28 10 28.0 E
31 INiJ N 61 521 32.4 W 30.0014 2446.24082 21 00. 04445 55
RAF7IAL. N 61 50 07.0 f+J
DEL`fA 88 32 16.0 L.T
RAI~ IU5 17'5. 0000
TAN 170.5899
L--ARC 270. 4233
RAU Y AL a 29 37 37.0 W
RF+ c363. 6.1941 22...i4...e,2345 56
55 CWqRD S 16 06 15e ~ ~ 244. 3093 2`11. 5l846 2167. 81207 57
TA1V@PT ~ 60 22 23.0 E
57 IN11 5 60 22 23.0 E 129.2300 2147. 63352 2280. 14687 58
" RAT3 F AL.. S 29 37 37.0 W
L}ELTA 28 51 34.0 LT
RADF US 265. 0000
TAN 68.1870
LPARG 133. 4785
RADIAL S 0 46 03.0 W
RP c3'7'?. 98410 2411.14981 59
58 GHORD S 74 48 10.0 E 132. 071c3 2113. 01187 2407.60013 60
TAN@F'T S 89 13 57.0 E
60 INV S 89 13 57.0 E 30.1200 2112.60841 24.:F7. 7i743 61
RAD T AL N 0 46 03.0 E DELTF! 90 00 00.0 R7
RADT1.J5 30.0000
TAfV 30.0000
L-ARC 47.1239
'
RADIAL 5 89 13 57.0 E
RP 2082.61110 2437.31558 62
61 CHORD S 44 13 57.0 E 4s . 4~64 2082. ~092,..i 24Fa`7'. 31289 63
'CAfV&F'T 5 0 46 03.0 W
E+3 INV 5 0 46 03.0 W 53.1700 2029. 0440.?J 2466. 60068 64
RAD E AL S E39 13 S7. 0 E
DEL..TA 42 49 35.0 RT
• ~ '
RADIUS 170.0000
TAfV 66.6674
L-ARC 127.0685
RF' 2031. 32118 2296. 61i9.:, 65
64 CHORT7 S 2w? 10 50.5 Ld 124. 1310 19140 09898 2419. ?'3765 66
TAN@F'T S 43 .:;,v 38.0 W
66 INV 5 43 35 38.0 W 4.9100 19 10. 54;=94 2416.35200 67
RALl IAL S 46 24 22.0 E
13EL`T`A 93 a1 12.0 R`3"
RAI]IL]a 30.0000
,
TAN 31.8093
L-ARC 48.8797
RAD I A~ ~ 50.0 W
RP 1931.22921 2w.l94s 624G+4 • 68
67 CH~~~ ~ 89 43 46.0 W 43a 6496 1g10. 74~06 23l2. 7028t~ 69
TAN4aPT N 43 03 10.0 W
FtAE7I AL N 56 50.0 E
• i}ELTA 9 54 47.0 RT
RAI)IU s 610.0000
TAN 52-. 9017
L--ARC 105.5394
FF1IDiAL N 56 51 37.0 E
RF' 1494. 31'329 1926.96053 39
69 CHORD S 38 05 46.5 E 105.4078 18217.79568 24.:p7.7,.:~787 100
Tphl@PT 5 33 08 23.0 E
1oe IEiiV N 26 58 23.6 iE 0.0053 iE32"T. 40044 2437. 74030 49
F2AI] I AL S 56 51 37.0 W
DELl'A 80 48 .:.:6. 0 RT
RADIUS ,.~0. 0000
TAN 25.5353
L-ARC 42p 3106
RADIAL fkl 42 19 57.0 W
RP 1644.20092 2462R86049 1s
19 cwoRa N 7 15 50.0 E 38.8901 1866.37839 2442.65753 17
TANCdP,`f' N 47 40 03.0 E
RADIAL S 42 19 57.0 E
DEL7W 4 52 49.0 LT
RAL7IUS 195. 0000
TAhI 8.3098
L-ARC 16.6095
RADIAL S 47 12 f+6r, 0 E
F2p 2010. 53199 2311.33830 1E+
17 CHC]RI7 N 45 13 38.5 E 16.6045 1878.07285 2454.44517 15
TAh1@F'T N 42 47 14.0 E
RADIAL S 47 12 46. 0 E
DELTA 5 54 18.0 L7
RA1] I US _ 195. 0000
l Ahl 10.0574
I_-ARC 20.0970
RADI RL S a,?f 07 04.0 ~
RP 2010.53199 2311.33630 16
15 GHORD N 39 50 05.0 E 20.0881 189;a. 45844 2467.31313 46
TAN@PT N 36 52 56.0 E
RADIAL IV 53 07 04.0 W
DEL.`Ci~ 64 55 47.0 RT
RADTU5 30.0000
F FFI4 19.0863
L""'ARC 33. ~971
RPlDIAL. N 11 48 43.0 F
RP 1875.49328 2493. .309216 47
46 CWC]RI3 N 69 20 49.5 E 32.2069 1904, 8~602 ;R497. 45026 48
`fr P1V@F' T S 78 11 17.0 E
RADTPL S 11 4Q 43.0 W
DELTA f i 02 40.0 LT
' .
RAI7YU5 165.6600
- -
TF1N 0180
L--AftC ,9368 _
RADIAL 0 46 03.0 W
48 ChUKi~ 0 63 4~ ~ l. 0 E .s i. tia !4 1901 . 3b4b6 ;-:529. 14570 tiN
7AN@F'T S 89 13 0 E
50 I NV S 69 13 0 E 82.9100 19' 25398 2612.04826 51
51 INV 5 89 12 25.5 E 7.8400 1900, 14549 2619.8874E 11
11 INV Iv 0 46 03.0 E 30.0000 1930. g428Q► P620. 289?i 34
34 INV IV 89 13 57: 0 W 90.7500 1931. 35840 2529. 54746
RAD I AL S @ 46 03.0 W
DELTA 4 59 27.0 RT
RAD I US 135. 6800
TAN 5.9130
L-ARC 11.8186
RAD I AL 5 5 45 30.0 W -
RF' 2@67. tZi262c 2531. .36489 3E+
35 CH(7RD 1V 86 44 13.5 W 11.8149 193`e 03087 2517. 75174 37
TAN@F'T N 84 14 30.0 W
RAD I AL S S 45 30.0 W
DELTA 97 19 10.0 RT
Rqv Z US 30.0000
TAN 34.0999
L-AF2C 50.9563
RqDZAL N 76 55 20.0 W
RP 1961.87949 2520.76172 38
37 CHORD N 35 34 SP. V.1 W 45.0480 1968. EE77Q► 2491. ;.s961 .i9
TANCdPT EV 13 04 40.0 E
RADIAL S 7E JJ 20.0 E
DELTA 12 18 37.0 LT
RAD I US 185. 0000
TAN 19.9509
L-ARC . 39.7482
RHD I AL S 89 13 57.0 E
R r" 2010.52830 2311.33801 40
39 CHORD N 655 21.5 E 39.6717 20+D$. 0S022 2496. .s2141 41
TAN@P7 hd 0 46 03.0 E
41 INV N 0 46 03.0 E 73.7600 2081.80361 2497. ,?,0942 42
RADIAL N89 13 57.0 W
DELTA 90 00 00.0 RT
RAD I US 30. 000k1
TqfU 30.0000
L-ARG 47.1239
F2ADIAL N 0 46 03.0 E
RFi 2081.40176 2527. 3067:_, 43
42 CHORD N 45 46 03.0 F_ 42.4264 2111. 39907 2527. 717858 44
. TANCbPT S 89 13 57.0 E
44 INV S 89 13 57.0 E 95.0000 2110. 12E+54 2622. "~0006 45
46 I NV fi1 0 46 05.4 E ' 30.0001 2140. 12396 2623y 10227 10
2140. 12396 26;~3. 10227 10
h10 CLOSURE ERROR Ar,ea = 36796.10 sq ft 0.84472 ac '
~
i
~
! - - - ~
. 1
~
FG2UM ANrI_E 1J I ST NORTH EAST TQ
R1750B SHELLF:Y LAKE 2ND ADD NLA'T BOUNDRY 4-1--99 D. BFRTO
AUTO INVERSE
START 2380. .'::6169 2223.50755 1
1 INV N 75 57 43.0 E 67. 13V70 `396. 5w517 2`8A. b327t23 2
2 IiVV 8, 50 07 31.0 E 45.2800 2367.51566 2ve3. 38:=75 3
3 Ih1V S 65 24 57.0 E 45.6000 `348. 54471 2.364. 84916 4
4 INV S 75 02 10. @ E 77.5600 - 2328. 51793 2439. 77901 5
J I NV .'r 88 51 36.0 E 77 e tZli-:01 2326.98558 2516.78376 E+
6 INV N 83 59 38.0 E '-~4. E+a0Ch 2336.89238 2610. 94404 7
7 IfVV N 75 43 36.0 E 18.8900 2341. 54967 2C25. 215Qi91 8
Ei %NV S 0 46 03.0 W 20:i. 4900 2140. 07'?75 L-62E. 55196 9
9 I hIV N 89 13 57.0 W 3,. 4500 2140. 12396 26223.10227 10
10 INV S 0 46 03.0 W 240. 000@ 190@. 14549 2619. 88746 11
11 INV N 89 13 57.0 W 7.8400 1900o 25051 2612.04817 12
32 I IVV S 0 46 03.0 W 1 10. 00O0 1790. 2E038 2610.57472 13
13 I RIV S 75 00 26.0 W 136. 7P00 1754. 891 28 2478.50888 •14
14 INV iV 11 03 13.0 W 125.5100 1878.07285 CG4JL1. 44517 15
RAD I AL S 47 12 46.0 E
DELTA 4 52 49.0 RT
RflDI US 195. @Q100
THN 8.3098
L-ARC 16.6095
RAD I AL S 42 19 57.0 E
RP . 2010. 53199 2311.33830 16
15 CH17RD S 45 13 38.5 W 16.6045 1866. 37839 2442. 65753 17
TF1N@RT S 47 40 03.0 W
RAD I Al. N 42 19 57.0 W
DELTA 80 48 26.0 LT
RAD I US 30.0000
TWN 25.5353
L-ARC 42.3106
RAIJ I AL S 56 51 37.0 W
RF' 1&+4. 2009` 2462. 86049 18
17 CFiORA S 7 15 30.0 W ?8. 89v"l1 1827. nQ~044 2437. 7403Q) 19
TAN?GT S 33 08 23.0 E
19 INV S 56 51 37.0 W 60.0000 1794. 99948 2:,87. 49990 20
F2ADI AL N 56 51 37.0 F
DELTA 34 39 57.0 LT
RAD IUa 550. 0000
TAN 171. 6526
L-ARC 332. 7681
RAD I AL N 22 11 40.0 E
RP 1494.32405 1926.96295 21
20 CHORD iV 50 28 21.5 W 327. 7157 2003. 57:3+D2 2134.72601 22
TANCdPT N 67 48 20.0 W
RAD I AL S 22 11 40.0 W
DELTA • 95 20 09.0 RT
RnD IUS 386. 0000
7AN 417. 145i.
t --ARC 632. 291`
RADIAL N 62 28 11.0 W
RP 2355.41776 i_2T8. 27139 C..:~
22 GNORA N 20 08 15.5 W 561.8331 2531. 06033 1941. 30004 24
TAiVCdF'"f N 27 31 49.0 E
24 INV S 61 53 00. 0 E 319. 980@ 2:s8@. 26385 222;. 51914 25
LRT & DEF' -tZ+. 00216 -0. 01159
25 HCLOSE S 79 27 51.3 W 0.0118 2380. a;6169 ?2:.~3. 50755 1
RRF_C = i TO 225158 Arez =332405.40 sq ft 7.63098 ac
r-Rr«Jr% :invatia Uommano: opr.
F'FtOlh ANGLE UIST NQRTH EAST TO
BLOCK 2 SIDELINES
AUTO INVERSE •
START 2380.26169 2223.50755 1
1 INV N 75.57 4.,3. 0 E 67.1300 2396. 54517 2288. 63270 2
2 I NV S 50 07 31.0 E 45.2800 2367.51566 2323. 38`75 3
3 INV S 65 24 57.0 E 45.6000 ; 348a 54471 2364.84916 4
4 INV 5 75 02 10.0 E 77.5600 2328.5179.3 2439.77901 5
5 INV S 8E1 51 36.0 E 77.0200 `326. 98558 `51E. 78376 6
6 INV N 83 59 38.0 E 94.6800 2::,36. 89c3E1 2610.94404 7
7 I NV N 75 43 36.0 E 18.8900 2341. 54967 2629.25091 8
8 INV S 0 46 03.0 W `01. 4900 2140.07775 2626. 5519E 9
9 I NV N 89 13 57.0 W 3.4500 2140. 12.:s96 2623. 10`27 10
10 I N V N 89 13 57.0 W 215. i20@ 214.3. 00549 2408. @0157 26
RAD I AL S 0 46 03.0 W
DELTA 28 51 34.0 RT
RAD I US 235. 0000
TAN 60.4677
L-ARC 1 18. 3677
RAD I AL S 29 37 37.0 W
RF' 2377.98441 2411. 14939 27
26 CHORD N 74 48 10.0 W 117. 1204 2173. 70771 2?94. 97697 26
TANCdPT N E0 " 23.0 W
28 INV N E0 22 23.0 W 129.2300 `237. 59265 2182. 64217 29
RAD I AL S 29 37 37.0 W
DELTA 88 32 51.0 RT
RADIUS 1450 0000
TAN 141. 3699
L-ARC `24. 089E
RAD I AL N 61 49 32.0 W,: RP 2363.63572 2254.32303 30
CHORD N 16 05 57.5 W 202. 4453 2432. 09658 `1`6. S0u48 31
TANCdPT N 28 10 28.0 E
31 IIVV 5 61 53 00.0 E 110. 0000 `,?,80. 2JS0J 2223.52236 32
LAT & DEF, 0.00264 -@. 01481
32 HCLOSE N 79 52 24.4 W - 0.0150 2380. 26169 2223.50755 1
PREC = 1 70 94935 Ar-ea = 95824.58 sq ft 2.19983 ac
FROM ANGLE DIST NORTH EAST YO
BLOCK 32 SIDELINES
AUTO INVFRSE
S'fAR7 2110.12665 2E+22. 7004G JJ
33 INV S 0 46 03.0 W 180. 0000 1930. 14280 2621z"l. ds931 34
34 INV N 89 13 57.0 W 90.7500 1931.35840 2529.54746 35
RAD I AL S 0 46 03.0 4J
DELTA 4 59 27.0 RT
F2RD I US 1 s5. 68~.~O
TAN 5. 9 130
L-ARC 11.8186
RAD I AL S 5 45 30.0 W
RP 20E7. 0`622 2531. 3E489 36
35 CHORA N 86 44 13.5 W 11.8149 1932. 03087 2517.75174 37
TAN@PT N 84 14 30.0 W
RAD I AL S 545 30.0 W
DELTA 97 19 10.0 RT
RAD I US 30.0000
TAIV 34.0999
L-ARC 50.9563
RAD I AL iV 76 JJ 20.0 W
RP 1961.87949 2520.76172 38
37 CHORD N 35 34 0 W 45.0480 1S'- 66770 2491. 53981 39
"I"AN@F'T N 13 04 .0 E
RADIAL S 76 55 20o 0 E
RraDIuS 185.0000
TAErE ' - o 9509 - -
,
L-ARG .7482
RAI3 IAL 5 89 13 at. 0 E
RP' ' 2010.52830 2311. 33801 40
39 CWC7R£f IV Ca 55 21.5 E 39.6717 2008. 05~22, 2496.32141 41
7AN~.~f='T N 0 46 03.0 E
41 INV N 0 46 03.0 E 73.7600 2081. 80361 2497.30942 42
RAI] I AL N 89 1,,:+ 57.0 W •
F3EL..TA 90 00 00.0 RT
RRDILx~,7 J0• 0YJILI0
TpN 30.0000
L°~~C 47.1239 "
RAD iAL N 0 4E+ 03.0 E •
RF' 2081.40176 2527.30673 43
42- GHdRD N 45 46 03.0 E 42. 4~64 2111.39907 2527. 7~~~8 44
TAN@PT 5 89 13 57.0 E
44 INV 5 89 13 57.0 E 95.0000 2110.12654 2622. 7000E+ 45
LA7 & 1JF_F' 0.00011 0.00036
45 HCLOSE N 72 57 14.5 E ►Zt. 0004 2110.12663 262?. 70ad42 33
PREC = 1 `f[I 1581260 Area = 22336.97 5q ft 0.51279 ac
F'ROM ANGL..E DIST NORTH . EAST TO
PLOCK 4SIDEI.. I IVES
AUTt] INVERSE
START 1900.25051 ,~:'~12. 048i7 12
12 d NV s 0 46 03. 'YJ W 110.0000 1790. i60ee8 2610.57472 13
13 ZNV S 75 00 26.0 W 136.7200 1754. 89128 2478.50888 14
14 TIYV 14 11 0w" 1~"ar 0 W 125. J10K! 1876• 07t"~.'~8J 2454.44517 15
RAA I AL S 47 12 46.0 E
flEL7A 5 54 18.0 l...T
RADzuS i9s.0000
TAN 10.0574
L-ARC aO. 0970
RADIAL S 53 07 04n 0 E
RP 2010.53199 2311.33830 • 16
is CHC7RD N 39 50 05.0 E 20.0881 r89,s. 49844 2467.31313 46
l"Ak'+I@PT N 36 52 56. 0 E
F2ADI AL Id a,.:, 07 04.0 W DELTA 64 55 47.0 RT
RAD IUS 30.0000
TAN 19.0863
L°ARC 33.9971
RADIAL N 11 48 43.0 E
FdF' 1875.49328 2491.30926 47
46 CrlSJ'fiR.i FM 69 20 49.5 G 32. 2'069 1904.85802 2497.45026 48
T1-AN@P1 S 78 11 17.0 E
i4AD1 AL .7 11 "'CO "t.J. 0 W
AJEI-. S !°S 1 i 02 40.0 LT
RADIUS 165.6800
TAN 16.0180
L-ARC 31.9368
RAT~ IAl.. S 0 46 Qs.,?,. 0 W
FdP 2067. 02970 2531.36E+98 49
48 CHCfRLI S 83 42 37.0 E 31.8874 1901.36456 2529. 14570 50
TAN~'~rPT S €'39 13 57.0 E
50 r NV 5 89 13 57.0 E 82.9100 i9OO. 25u98 261 2. 04826 51
LAT & DEP -0. 00348 -°0. 00009
{ s 04Gtwa+, 17Y+0e9~.5~'51 a6.4w:h.~L.~4GS17 12
51 , 'IFr'6+~iLf~FJJE J 1 2Or~ 02.1 W • GG~
F'GL. _ I I V d5c~.lc~.f~Je.~.D Y'q$~`eC~ ~ .4v957. u^"J SCI ft 0.43525 ae
F'RUM RNGLE I3E ST h.fORTH EA57 TQ
BI_4CK I SIDEL T NES
rYui u
~1EiF°#•~ START 2059. 1c 1 4~ 2:11,,~37. w9107 52
RRD I RL S 22 11 40.0 W
DELTA 95 13 34.0 RT
RAT~ IUS ,~20a 0000
TAN 350.6051
L---ARC 531. 84,='9
RADIAL.. [d 62 34 46.0 4J
RFa L:35S. 41776 ;2278. 27139 53
52 CHOhI7 N 20 11 33.0 W 472. 7097 ti?502. 783b1 19~'34. 22.J,.:+2 54
TAN@F'T N 27 a5 14.0 E
54 I NV S 61 53 00.0 E 119. 9g~0 2446.24082 2100.04445 55
RF1D IAL N 61 50 07.0 W
DEL.TA 88 32 16.0 LT
RAD I L!S 175. 0000
TAN 170. 5699
L-ARC 270.4233
RADI AL S 29 37 37.0 W
RP 2W",w3. 6ugalr1 22J4. ,Jr23Eh5 ,.~J6
55 CHORD S 16 06 15.0 E ~i.~.'I!"4. 3093 2211.51846 2167. 81207 57
TAN@PT 5 60 EE 2w:e. 0 E
57 INV 9 60 22 23.0 E 129.2300 2147. 633s~ 2280.14687 58
RADIAL S 29 37 37.0 W
DEL7A 2$ 51 34.0 L"C'
RADT US 265. 0000
TAN 68.1870
L-ARC 13,.~a 4785
RADI AL S 0 46 03.0 W
RP 2377.98810 241k. 11r981 59
58 CHOR1J 5 74 48 10.0 E 13;R, 07i9 2113. 01187 2407. ~0013 60
-r~~@Pr s 89 13 57.0 E
60 INV s 89 13 57.0 E 30.1200 a-,112. 60841 2437. 71743 61
r~~~~AL N 0 46 03.0 E
DELTA 90 00 00.0 RT
F ADILIS 30.0000
TAIV 30.0000 •
L-ARC 47.1239
RAD IAL S 89 13 57.0 E •
RP' 2082.61110 2437. 31..r5$ 62
61 CH~RD S 44 13 57.0 E 42.4264 2052.20925 2467.31289 63
TAN@PT 5 tD 46 03.0 W
63 TNV 5 0 46 03.0 W 53. 17oo 2029, 04403 2466. ~~~68 E+4
RADIAL. S 89 i..? 57.0 E
AELTA 42 49 35.0 R7'
RAI] I U5 170.0000
TAN 66.6674
L°°F1RC 127.0685
RADIAL S 46 24 22.0 , E
RP 20?,1. 32118 ~296. £+159,a 65
6+4 CHORE3 5 22 10 50.5 4J 124.1310 1914.09898 2439. 73765 66
TAN@PT S 43 35 38.0 W
6E+ INV S 43 35 38.0 W 4.9100 1910. 54c94 2416. 352~'d0 67
RADIAL S 46 24 22.0 E
DELTA 93 21 12.0 RT
RAb I US 30.0000
TAN 31.8093
L-ARC 48.8797
RADIRE., S 46 56 50.0 1W
RP 1931.22921 2394. 62464 68
67 CH❑RE3 tV 89 43 46. 0 W 43.6496 1910.74906 2372, 702$8 69
"1`AN~.dF'"i N 4:1 03 10.0 W
RADI AL fV 46 56 50.0 E
DELTF~ 24 ~'+5 10.0 L...7
RADIUS ~ 0000 .
TAN _ ~ . 8537 ' .
L-ARC 26,,:~. 53Qr7
RF' 1494. 31929 1926. 9E+0v3 70
69 4..rf-fQRL.f 55 45 e0 W 261.4861 LQ,h '12267 2157.36864 71
TAN@F°T RI 67 48 .0 w LAT & I]EP 0.00476 0.00242
71 HCIa...OSE N 26 56 23.6 E 0.0053 &059 . 1 2745 21a7. .:,91 07 52
PREC = 1 TO 329288 Ar-ea = 102510, 96 sq ft 2.35333 ae
F'ROM AfVGLE IlIST NCJRTH EAST 7'C3
CE1VTERLTIVE ROTCHFORD L}FdTVE
AUTO INVERS~
START 1827.80044 2437.74030 19
19 IiVV S 56 51 37.0 W 30.0000 1811.39996 241cA 6'010 72
RFkDT AL N 55 51 37.0 E
DELTA 4 48 ~.?0, 0 LT
RAI3Il.l5 580.0000
TAN 24.3374
L--ARC 48. 6 462
RADI AL N 52 03 17.'0 E RP 1494.32405 192E+. 96295 73
72 CHORD iRl 35 32 33.0 W 48.6319 1850.97102 2..?,54. 35002 74
TANCdF°T N 37 56 43.0 W RADIAl.. IV 52 03 17.0 E
DELTA 29 51 37.0 LT
RADIL.15 580.0000
TAN 154.6528
I_--ARC 30-2:1. 2729
RADIAL IV 22 11 40.0 E
RP 1494s 32405 1926.96295 75
74 L.f'9LJPLlJ 6'i 52 JL 31.3 W 27C7e C7Css:l7 20.J 1. 350LcS 2146.05854 76
TAIV@F'T lkl E+7 48 20.0 W
RADIAL S 2' 11 40a 0 W
DELTF~1 95 17 08.0 FtT •
RAD IlJS .,?~.,F~0. 0000
TAN 38?. 8141
L.-ARG 582. 0663
RADIAL N 62 31 12.0 W
fRr' 2355.41776 227G3. 27i,S7 77
76 Ck-f51RSd N '20 09 46.0 W 517.2710 2516r 921."7"kCJ 196! r76120 78
TAN@F'T N 28 48.0 E
78 I h1V 9 62 31 12.0 E .a50. 0000 2355.41776 2278.27139 79
79 I NV N 45 00 00.0 E 0.0000 2355.41776 2278.2713c) 23
2353. 41776 2278. 27 139 23
hlO GLC1SURE ERROR Ntr At-ea
FROM Aii1GLE lllST NORTH ' EA aT TO
CENTERLIIAIE UIVNAMED 5~OAU HEADING 1V FROM ROTCHFORI) THENCE EAST ❑IV SHELkLEY LAKE
AUTa ~ NVERSE
ST~RT i 5,..s0. 971 ~2 2384.35002 74
74 I N+J N 51 03 59.0 E 43.4800 1878. 2947kd 2418.17201 80
RAH]IAL S 38 56 01.0 E
DELTA 23 54 53.0 LT
RADz US 170. 0000
TAN 36.0024
L-ARC 70.9564
RqDIAl.., S 62 50 54.0 E
RF=' 2010.53339 2311.34070 81
80 CH0RI3 N 39 06 32.5 E 70.4425 ].9,s2. 9a4,S2 2462. f~06'98 82
TFaR1CaPT N 27 09 06.0 E
RADIAL S 62 50 54.0 E
DELTPI 26 23 03.0 LT
RADz US 170.0000
TAN 39.8484
f__-ARc 78.21834
RP 2010. b.:,339 231 1. .3407@ 83 •
82 CHORD fV 13 57 34.5 E 77.5936 `0►t►8o 25E24 2481. J2J6FJ 84
T'ANCdF'T N 0 46 03.0 E
84 INV N 0 46 03.0 E 118. 760Q+ 212'7. 00JJ9 `482. 916c4 85
85 INV S 89 13 ..~~7. 0 E 140. 0000 `1`5. 13029 c622. 90.36fi 86
86 I NV N 0 46 03.0 E 15.0000 2140. 12894 2E+23. 10460 87
LAT & DEP • -0. 00498 -0. 00234
87 HCLOSE S 25 07 51.8 W 0.0055 2140. 1`396 2b23. 10"7 10
F'REC = 1 70 847E4 R!o Area
FROM AIVGLE DIST NOFiTH EAS1" TL7
CENTERLINE UNiVAMED ROAD BETWEEN PLOCKS 3
AUTO INVERSE
STAR7 1932.954,32 2462.60698 82
RADIAL S 27 09 06.0 W
DELTA 26 23 03.0 LT
RAD I US 150.6800
TAN 35.3197
L.-ARC 69.3867
RAD I AL S 0 46 03.0 W
RG 2067. 02963 2531. 36942 88
82 CNORD S 76 02 25.5 E 68.7753 1916. 36315 2529. .:,5106 89
TAN@F'T S 89 13 57.0 E
89 .T.NV S 89 13 57.0 E 90.7500 1915. 14756 2620. 09292 90
90 INV S 0 46 03.0 W 15.0000 1900. 14$90 `619. 89199 91
LAT & DEP -0. 00u41 -0. 00453
91 HCLOSE S 52 59 57.1 W 0.0057 19Qi0. 14549 2619.88746 11
PREC = 1 1'O 30895 No Area
FROM AhlGLE DIST NORTH EAST TO
CEN7ERLINE SHELLEY LAKE LAiVE
AU70 INVERSE
S7ART c:1:::7. 00559 2482. 916`4 85
85 IIVV iV 89 13 57.0 W 75.1200 2128. 0118` 2407. 80298 92
RADIAL S 0 46 03.0 W
nELTA 28 51 34.0 RT
RAD I US 250.0000
TAN 64.3273
L-ARC 125. 9231
RADIAi_ S 29 37 37.0 W
RP 2377.98939 2411. 15173 93
92 CHORD iV 74 48 10.0 W 124. 5962 2160.67375 `287. 56405 94
TANrdPT N E0 22 23.0 W
94 INV N 60 22 23.0 W 129. c.3Q+0 2224.55870 `175. c29L5 95
RAD I AL S 29 37 37.0 W
DELTA 88 32 35.0 RT
.RADIUS lE@. 0000
TAN 155.9823
L-ARC 247. `589
RAD I AL N 61 49 48.0 W
RP 2363.64070 2254. ?,2536 96
95 CHORD N 16 06 05.5 W `23. 3791 2439. 17498 21 13. 27724 97
TAN@PT N 28 10 12.0 E
97 I hIV S 61 49 48.0 E 160.0000 236.3. 64070 2254. 32536 98
LAT R llEF, -0. 00498 -0. 00c34
98 HCLOSE S `J 07 51.8 W 0.0055 2363. 6.SJ7` 22J4. .S2J~3 30
PREC = 1 TO 134017 No Area