HomeMy WebLinkAboutPE-1808A STATE CERTIFICATION
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- Procedures & Ecjuipnent
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Plat I.ocation By TicZe
OCCcial Signaturc Blocks '!S
5urveyvrs Gcrtifica[c ~ V !
Rvacf Natucs
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. RIW Dcdieltiflil dcsignatcd
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TJE E7IG~'1'I`ION
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DesGrilxian (Ta M7Ya) ~ • • • . ~ ~ 1 ~
I3cscriptaan (To Cert) 1 1:~lf r?
ownGrs 1 ~-~uuJ RE~NcC- ~I-TA-r.,~1 _ y I
, Certilicate t[a P13t ~ -7 Ut-~~.~.~'^P ~
1 P00( 54rzj)s
RID - Cf'R Statclgie:iC
Acccss Protiibitcd ~ k -
RIW Dedication
Drainage Unguage ~ f
I7rainage Covcna11t 1t
Flood lnsuraiice !
208 Bancis - $1,0(]D.0(} ca 208 PLANS APPR{]VEU
T'rsvatc Road DQC. #"5 ~ Y + I
f'riva{e Raac1 Warning
Roac! Plans ~ . ~
Road Bot7c1 ItnPravcincnt
110:1d I3D11c! Inspcc[irsn ~ f
Signcd IIy Enguieer ' . ~
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t(ltalallist cR9195
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. - - ~ ~ FUTURE PLATTIfVG
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-PLAT BQUNQARYI . ~ ~ ~ .
STn 13+5579 (CLENN R4a UTfLITiY T11.
iEASEMENT C
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After Recording Return To: Spokane Caunty Engineer
Atkn.: Rtight of Way Departmen#
Doctiment Title• arainage and lltiliry Essement
Grantar(s): Walliam J. Purvis and Debra A Purvis, husband and wife
Grantee(s): Gavernment, Csrunty of 5pokane
Lega1 Description: Partian of Section 2 1, Tawnship 25 North, Range 44 East, W.M., Spokane County, Washing,ton
Additiflnal Legal Description: See Attachment "A"
Assessor's Tax Parcel Nu6n6er. 45213.9064
Log In Date. 08125f98 Requested by D. Susko F'repared by: A. 5kimming
Purpose: P-1808 RF Na(s) 1292 RQad Narne(s): 12" Avenue & Glenn Road
SP(7KANrE COUNTY L}IVISION C3F ENGTNEERINCi
Spokane Caunty, VVashingtan
Y]RAINAGE AND UTTLITY EASEMENT
IN THE MATTER OF 12TH AVENLJE AND +GLENN RdAi], ROAD FTLE NO. 1292, KAiOW
ALL MEN BY THESE PRESENTS, that the Grantors, William J. and Debra A. Purv is, husband
and wife, of the Cvutty of Spcrkane, State of Washington, far and in consideration o£ Mutual
Benefits, the receipt of which is hereby acknvwledged, grant to Spokane County, a poiitical
suhdivision of the State of Vdashington, a Drainage and Utility Easement over, under, upon azd
acrvss the fallvwing described real property situated iri the Cvunty of Spokane, State of
Washington:
AFFECTS ASSESSQRS PARCEL N0. 45213.9064
See Attachment "A" and Map
The Drainage Easements, as described in Attachment "A" are For the purposes of installing,
aperating a►ad main#aining drainage facilities to disp6se of runaff: The praperty vwner shall
rnaintain the drainage area with a pernnanent live caver of lawn turf, with aptional shrubbery
andlax trees, which d❑ nat obstruct the flow and percvlativn of storm drainage water in the
drainage area as indicated by the approved plans.
The Grantor(s) will constnuct the drainage facilities in conformance with the appraved plans an
file in the affice of the Spakarte County DiVision of Engineering.
The individual lvt awners or their successars in interest shall maint,ain the drainage facilities in
conformance with the appraved plans.
The praperty owner vr his representative shall inform each succeeding purchaser of all
Easernents an the property and his responsibility £or maintaining drainage facilities within said
Easements.
The Drainage Easemenf described in Attachment "A" is to and shall run with thic 1and. Na
modification v£ the baundaries ❑f said Easement can be made without the prior appxoval o£
Spokane County.
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Whenever the individual lat owners oi their successars in interest fail to maintain the drainage
facilities in cvnformarice with the approved Drainage Plan, a natice will be given to the
individual lcat vuvners ar their suecessors in interest by the County. If nvt carrected after ten (10)
days, the County has the right to cari'ect the maintenance failure ar have it corrected at the
expense of the individual lot awners ar'their successors in interest.
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Spakane Gvunty does nQt accept the respansibility vf maintaining the drainage caurse vn private
lots within Drainage Easements or flvodplain areas, nor the respansibility for any drainage
vvhatsaever, including but not Limited to inuerse condemnatiQn to any properties due to deficient
canstruction andlar maintenance of drainage courses in Drainage Easements on private property.
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This Drainage Easement will terminate at such time the described areas axe platted.
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IN WITNESS WHEREflF, we have hereunta set aur hands and seats this day of
s' . 1998.
By: By:
William J. Purvis , Debra A. Purwis
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STATE []F WASHTNGTC]N ] CC)UNTY OF SPOKANE ) ss j
0
I certify that I know or have satisfactory evi+dence that William T. and Debra A. Purvis are the
individuals who appeared before me, ~and said individuals acknowledged that they signed this
instrument, and acknvwledged it to be their free and voluntaiy act, for the uses and puiposes
mentioned in the instrument. i
Dated this day of ,1998.
I
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NOTARY PUF3LTC
Tn and far the State af Washington,
! residing at Spakane.
My appointrrient expires .
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rwlAllenlPurvis drainage & utility easementlbk
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FUTURE PLATTING
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STa 13+56.79 (CLENw ROa i -}p- U1ILITY 1 ~ }~~i ~ ~ ~ =f „ ' ~ . 7
~ EA.SEµENT
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RUIT EOUNDARY n
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~ASFMENT
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Affier Recarding Return To: Spokane Cuunky Engineer
Attn.: Right of VG'ay Departrnent
L7ocument'fitle• Qrainage and Utility Easement
Grantor(s): William J Purvis and Dehra A. Purvis, hushand and wife
Grantee(s). Govemment, County of Spokane
i..egal Description: Partion of Section 21, Township 25North, Range 44 East, W.M., SpQkane County, Washington
Additional Legal f]escriptaan: See Attachment °A"
Assessar's Tax Parcel NiEinber: 45213.9064
Log In Date: 08125198 Requested by: D Busko Prepared by; A. Skimming
Purpose: P-180$ itF No(s). 1292 Road Name(s): 12`h Avenue & Glenn Road
` SPC7KANE C0UNTY DIVISION OF EhIGINEERdNG
v Spakane Caunty, Washingtan
DRAINrAGE AND [JTTLT'T~ EASEN~EN'T
IN THE MA'I"i'ER C}F 12.` AVENUE AND GT,ENN RaAD, RQAD FILE ND. 1292, KIV(]W
ALI. MEN BY THESE FRESENTS, that the Grantors, Williarrz J. and Debra A. Purvis, hus'band
and wife, of th~ County of Spokane, State of Washingtvn, far and in considleration of Mutuap
Ber~efits, the receipt of which is hereby acknvwiedged, grant to Spolcane County, a political
subdiVision of the State of VVashington, a I7rainage and Utility Easement ower, urdder, upvn and
across the fallowing described real properfiy situafied in 1he County of Spokane, State of
VWashingtan:
AF'FECTS ASSESSORS PARGE'L NO. 45213.9064
See Attachment "A" and Map
T'he Drainage Easements, as described in lhtitachment "A" are for the purposes of installing,
operating and maintaining drainage facilities io dispQSe of aunvff. The property vwner shall
maintain the drainage area witla a perflnanent live cvver of lawn turf, with captional shrubbery
a.ndlor taees, which da not abstruct the fiow and percolatian of starm drainage water in the
drainage area as indicated by the approued plauns.
The Grantvr{s} wi11 construct the drainage facilities in confarmance with the approved plans on
file in the o~frce of the Spakarte Cvunty i]ivision of Engineering.
The individual lat owners ar their successQrs in interest shall maintain the drainage facilities in
conformance with the apprnved plans.
The property vwner or h3s representative shafl infarmn each succeeding purchaser of a11
Easernents vn the property and his responsibility for maintaining drainage facilities within said
Easements.
The Drainage Easement described in Attachment "A" is tv and shal1 run with the land. No
rnvdifFCativn of the boundaries of said Easemenfi can be made rvithout the privr approval of
Spoka.ne County. .
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Whenever the indiuidual lot owners or their successors in interest fail ta snaintain the drainage
facitities in canformance with the approved Drainage ~lan, a notice will be given to ihe
indiVidual 1ot vwners or their successars in interest hy the county. If not corrected after ten (10)
days, the Causnty has the right to cvrrect the maintenance failure or have it carrected at the
expense of the individual lof awners ar their successors in interest.
Spnkane Cvunty draes not accept the resp4nsibility of maifitaining the drainage cvurse on private
lots within Drainage Easements or flvodplain areas, na11 r the responsibality for any drainage
whatsvever, including but nat limited ta anverse condemn~rtiQn to anny properties due tv deficient
constnriction andlor maintenanee of drainage courses in I]r~inage Easements on private praperty.
This Drainage Easement will terrrninate at such time the de5cribed areas are platted.
1TI VVITNESS W'I-IERE(3F, we haue hereunto set aur, hands and seals this day of
, 1998.
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By: BY:
William J. Pur►ris Uebra A. Purvis
S'I'ATE OF VVASIIINGTUN ~
CC]UNTY [3F SP[3K.4NE ) ss ~
Y certify that I know or have satisfactory evidence Lhat William J. and Debra A. Purvis are the
individuals wha appeared before rne, and said indiaiduats acknowledged tha4 they signed this
instrument, and acknawledged it to be their free and voluntary act, for the uses and purpvses
mentioned in the instrurnent.
I]ated this day af , 1998.
d
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NQTARY P[[.IBLIC
dn and Ftrr the 5tate of'Washingtan,
residing at Spakane.
My ap,pointmenfi expires .
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A1 TACHMEN1 "A3J
EA$'EM,EtVT iVo.l:
That portian of the Nartheast Quarter of the 5outhwest Quarter of the Southwest Quarter of
Scction 21. T.Z3 N., R 44 E., W.iVI., more particularly described as fvllows:
Elqrung at apoint 20.04 fcct South and 502.14 fact West of the Northeast camer af said
Nnrtheast QuatWr. [hcnce S99°59'5 I "W alvng a finc 20 feet 5vuth of and parallel vuith the rxorth
line of said A1arthcast Quart+tr, a distance of 22 03 feet: thence S00100'09"E adistance of 22.98
fcct; Fhance id89°59'31"E a distance of 10, 12 f~.~t, thGnc.s: 507°24'29"E a distsrtcc of 13.79 feet;
thencc 5auth a distance of 18 21 feet: thence S89°3S'S2"E a distancC of 16.87 Rct; thence
NOD°24'0$4 E a distancc of 54.99 *et to it inteirsection wich a lLne 20.00 fect Scruth of and para[lel
with thc narth lirse of said Nvrthr.ast Quarter, thcnca S89°59'5 l "W alang said horth line, a clistarice
6€ 7.13 fect tv t}se point of beginriireg
11-11
Cvntaining 1222 8 squarc fcet more or lcss
EA5EMENT Nn.2:
That portimn of tht 1Verthc.ast Quaater of the Sauthvaest Quarter 4f ~lic~t~+s~~ ~arter vf
Scctivn 21. T25 N., R.4~4 E., W•lV! mc~re particularly dcscnbed as
Bcginning at a pomt 20.00 fCCt Srnsth and 502 14 feet West oFshc Northmst corner of said
NvTtheast Qu3rtee; thence 5.00024'09"W. 146.34 fed alang a linc Ehat runs chrough a point an the
South lirm of said lVartheast Quartee distant easterly 164.85 feet 'From the Scauthvest acrmer af'ssid
Northeast QuartCr. ta the Eiegiaryittg tif anon-tangent curve cancave tn thL Northwes4 harrin$ A
TSd1115 4f ZSfi Od fixt uld fTOtTt WhleI1 po1nt a ie1d1al l1nC bG9lf5 N.76002'53W.: thenee southr-rly
a1ong said curve thraugh a central angle of 40 10'54'° an arc distance of 18 68 feet to the beenning
of a reverse curva contavc tv the east and having a rasiius of 294 0€1 feet. theticc svutherly aYong
~id curvc thmugh & central anSle af i 1° l'9'2R" t~n are dastance nf 58. 1 l fec[ to t'~e 'Fnee Point of
Begirsnirg, thencc continue southerly alang said curve through a centra! angCc of 5028'20" an are
d'sstucc of 28 08feet; Ylri.'~ce 11ll9055'1L"Yt a ill~tanc'E'i of 34 77 fmt. thence NOO*04'49nE a
distancc of 28 oD £cet, ths.'nc: S99°55'12"E a distancc of 36,74 fed to thc true point of beginning.
ContaLning 945.1 sqLtare kct morc car yess
EASEMENT Ain.3.
'Ihat pdrtinrr of tiie Northr.ast Quartcr of thc Southwest ouarter of the 5rnzthwrest Quaxter of
Section 21, T.2S N. R 44 F, , W.II+I more par[icularly desccibod a.s fbilvws:
Begbmin,g at the Southwest earner of said Northew Quarter: thenae 5.89°55'12"E along the
South 1►rnc of said Narthrast Quarter a distance of 141.85 t~ct; thoncc N.00024`08"E, adisWex of
84.00 fW te the True Point of Bcginning; thcncc N89055' l2"V4'' a diMnse of 33.00 fctt; thmcc,
NQO°24'U8'"E a disWcc of 25.40 fba: thencx: S89°33"12"E a distace of 33.00 fccc, thC=
50V34'0$"W a distanre of ZS.UQ faet to thr true: point of b4n~~ng.
r Cositair►ing $25.0 squarC feet rnore nr less
,F4 ten (10.00) foot wide uti lity easement Ic3ca#ed in the Northeast Ltuarter of the Souttswesf Quarter
of the Southwest Quarter of Sectivn 2 l, T 25 N, R 44 E., W M, the easterly margin of said
easemenC being mare particularly described as fvllows. .
Beginnirrg at-a paint 20 00 feet South and 495.01 feet West of the Nrsrtheast cvrner of said
Nontheast Quarter; thence SOO°04'08"W a distance of 86.41 feet ta the beganning of a
curve concavc to the.west and having a radius of 256.00 feet, thence southerly alang said
curve through a central angle of 17°43'SU" an arc distance of 79.22 feet tv the beginning
of areverse curve cancave ta the east and having a radius of 294,40 fest: thence sautherly
at'ang said curve through a central angle of 17°43'50" an arc distance of 90.98 feet, thence
5 00°24'0S"W., a distance of 381.21 feet to its intersection with a line parrallel with and
13.00 feet rrvrth vfthe south line of said Norkheast Quarter and terminus of this lirae
description.
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160.85, s $
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~ ENGINEER[NQ
707 West 7th • Sulte 200 (509) 458-6840 ~
5pakans. w,a 99204 Fnx: (509) 45e-6844 _ 97075/E?fH181 49/23,/38
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707 wegt 7th • st,ste 200 (509) ass-ssao ~
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707 West 7th • 5ulte 200 (509) 458-6$40
SPolcane. wn 99204 Fnx: (509) 458-6844 97076\ExHIB1 09/23/98
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707 Wea! 7th • Sufte 20[} (509) 458-6840
5pckcu,►e, YYA 99204 FAx; C509y 45$-6e44
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5pokane, WA 99204 FAX: (509) 458-6844 ~ 97476\EXHI61 ❑9/23/9$ _
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ENQINEERING '
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707 YYsst 7[h + Sulls 200 (509) 458-8840
5pakane, wA 99204 FAx: (509) 458y6844 ~ 97076\EXH1€31 {}9/23,/98 ~
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PACiFic ~
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MEADOWLAND PLAT
APRIL 19$8
#97076
PZepaTBd f[}X:
M1ke HLIIIle
8205 N. D1VZ$10I1 ~treet
SpokaT1e, WA 992{)8
PPepaied By:
TnTaruf Paci. fic Engineerfng CQrrWaray
' 707 W. 7th Avenue Suite 200
Spvkane. WA 99204
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D1~~~~E REPORT
fcar the
MeadClwlaI1d
Plat
Spokane County, Washington
Aprii 1998
desi i a e es ha 'n is se a p~ns sr~d ca~eui~tions co ah
~p 'ca~le ed'i i~ ~ = pn • n~e au~a , , andars or Raa and ; e e~- Co c~ian
~~he Spo' , n iCouuiy u'del' e r=~orr w~ e~- a~age~nen All +es~g~ de iations
hawe beea ap o ed k~y e~po • n~ Count.y nginee a o~e ~ plan
~al+~~latio s) or c~ sucti~n~►.
This report has been prepared by 5u.san K. Murphy, E.I.T. of Inla.nd Pacific Engineering Company
u.nder the direction of t.he undersigned prvfessional engineer whose seal and signatuure appear hereon.
~
. x
~
25462~
4 ~
E]CPfRES 9/24/ ~
Todd R. W'kiipple, P.E.
' Mecadowlrxnd Plut
I3raindge Narratave
GENERAL
Meadowland Plat is a6.59 acre develvpment of 20 single family residentiallats lncated south
- and west vf the intersecti4n of 12th Avenue and Pierce Road in the Spokane Val.ley within
Spvkane County, Washingtan. The site is currently uacant with field ,grass and fallaw fields as
the predominant land cover and vegetativn. Single family residential development lies to the
south, east and west. A vicinity and lvcativn map have been included within the technical sectaan
af trus dacument.
PURP(7SE
The puurpose af th.is repQrt is to deterniine the extent of storni drainage facilities rvhich wilI be
required to dispose af the increase in storrnwater runcaff'created by the develapment of the
Meadavvland p1at. Re starm drainage facilAties vn this project will he dy'gned to dispase af
runcaff fram a ten year design stonn fvr the vnsite basins, and the fifty y-ear sterrm event £or basins
with offsite drainage, as required by klae Spokane County Guidelines fax Stormwater
Management. Dxaanage facilities are checked against fifty year storm requirerner~ts as an
additionaf safety factor. AlI drainage 7scitive 'lities meet th~fifty year storn requirernent.s. Tl~is
develapment is within fihe Aquifer Area of Spakane Couunty and is subject ta '20$°
requirements. For this project, the 10- and 50- year ciuves frvm the Spokane, Medical Lake,
Reardon, Cheney and Rackf'ord intensity curves were used, as well a.s t.he SCS isa-pluvial rainfall
curves.
ANALYSlS METHqDQLf]GY
Per the Spokane County+ Guidelines for Stonmwater Management, the Rational Method, which is
recarzarmended for ba.sins less than ten acres in size, vvill be used to determine the peak discharges
and runaff vaiumes far a11 onsite basins.
PRUJECT DESCRIPTIUN
- Ttie Meadawland suhdivisiQn is lacated in the SW 114 of Section 21, T. 25 N., R. 44 E., W.M.
within Spokane Caunty, Washingtan.
T+DPOGRA.PkIY
The existing site naturally drains to the north and west. Within the plat the naturrai topagraphy
was used as much as passible to rvute storm drainage.l7ue to fhe flat slapes enGVUntered, na
Inlanrl Pacifie E'nganeenng Cornpam I3l tVleQdowland Platl3rccinage Repart
concentrated pre-exisking flvws were abserved nor were there any signs that anything ather than
sheet flow and ground absorptivn haVe vGCUxred on this site. The genesal slvpes within this plat
uary frcrm flat to nearly flat with the maacimum existang slape at 0.01 ft.Ift. Fcrr develapment
p'u.rposes as stated the natural sloping was used for desigra and is maintained as gassible
throughout the project.
SoILs
A,s can be seen frarn the accampanying soils map from the Spa'kane County Soi1s Survey as
performed by the SCS, the site consists of one type af soil within the C1ass B type. This soil type
is described as follvws.
i►v'TcB - Marble sandy loam, t4 8 percent slopes: 5oils vvithin this soPl type aze excessively
' drained sails of moderately rap'rd permeability, with a surface layer of loazny sand, loarny caarse
sand, vr sandy Ioam and a subsail stratum of coarse satid. 'Fhey farmed in sandy outwash under
grass, shrubs, and scattered pines. Surfaee runaff is slaw, and there is IEttIe or no hazard af
erosion. Snokane Cauretv ,'.IUidelEnes for Stormwater Manaizement indicate fhis tn be a Soil
Grvup Tyge A and pre-approved fvx dryvvell installation.
Hydrrlogrc Sail Classifrcutron - A
DRATNAGENARRATIVE
(7ffsite
Based on the tapagraphy shawn on the enciQSed hasin map, no affsite flaws are anticipated.
Qnsite
As this plat is within the aquifer sensitiae area of Spokane County a.H ansite draFnage wviIl be
collected and treated using the "209" runoff inethod as described an t.he Spakane Caunfiy
Guidetines for StQrmwater Management. Ta facilitate this anaTysis the Meadawland plat was
divided intv $percnanent hasins (A f,hrough F-i). Talale 2 lists thebasins and pond combinatianns
for easy reference.
lnTand Pacr;~ic Engineerr"ng Compcrny D2 Meuciah+uand Pdat Draaizrage Repart
Table No. 1
G D ; ~.i Y
Ba ' s o",'a ~a eet m. 'VL~eigbted
, S rea ! ) ,~+~r►
v' ~r
A 23,2801053 48'T11Q.11 0.30
B 24,90010.57 773)10. Y 9 0.38
C 85,~0411.96 2~4421a.49 0.34
T] 18;4410.42 ~ 52700.12 0.36
~
19, 6i1D.44 0.25
F 151,2~O
p H i 7414. 17 3 I2010.47 0.18
"2(18 J" Calculatir ns
Within each basin the streets are divided into sub-basfns by hEgh and low paints placed on the
roadway prcafiles. The prvpased cu.rb inlet facilities capture upstrearn stonnvvater runOff frcrm the
irnperviaus street surface and direcfi the runvff inta grassy '208' pvnds. As shawn on [he '208'
calculatian worlcsheets included, fihe '208' starage valurne provided is adeyuate to perforn'208'
treattnent, for the runaff created by the first half inch of rainfalL
Curla Inlets and Catch Basin Calculativns
Based on the stormwater design presented, it may be necessary ta check the adequacy of the curb
tinlets, uilets or catch basins provided ta divert #he zvnoff' from the gutter into the '208' ponds.
When the curb inlets are nat in the sump cQnditaon, the curb inlet calculatiora sheet included
shows the required lengths of curb openings, as we1l as the adequacy af the inlet grates 4r catch
basin grates.
DR4INA GL' CALCTTLATIf?N,S SUMMAR Y
Calculativns hawe been included far Drainage Basin consideratians such as F'eak Flow, Time ~f
Cozacentration, "208" sizing, drYwei1 requsrements, inlet sizing and curb inlets, whxch are
summarizeti be1Qw with the remaining calculatians included in ti1e appendix.
Within the calculativn section and where it has been detenmined neeessary for clarity, several
sketches, as we11 as c£etails fram the plans have beern incarporated to demonstrate assumptions
and cdnclusivns.
InIrrnrl Pacific Engineering Cornpany D3 MearLowtujzd P2ctr arainage Repart
BASrN ~~~CRIPTroNS
8asins A rhrougn H
Wifihin this plat, and due tv the general geagraphic features, everal basic asstimptions were
fvllawed and can be used tca describe each basin. First, dto the relative flatness af the plat and
project viciuity, minimum road grade is limited ta 0.0080 ft.lft; secand; pQnds will be of the lot
- pond con#iguratiDn, placed ota drainage easements within the affected lvts shovvn. Thesesteps
have been use.d in variaus hasins t.hrvughput the drainage design af this graject.
There are twa basins, `E' and `G' vvhich have been analyzed in the predevelaped and deuelvped
cvndition to verify that khe developed flow is less than the predeveloped flcrvv. Basin E ir►cludes
partians of Lots 12, 13, 14 and 15, B1ock 2. Crrading of the lats is anticipated to follow the
natural top4graphy, which flaws south to not`t~h vff`the plat. Basiri G includes thhe back partion of
Lats 1-T0, Block 2. This area's natural siope directs flow to the northeast, avvay from the frvnt
yards, toward the plat bvundary and is therefoae not included in any of the Qther basins. With the
"C" factar drapping fram 0.30 for the undeveloped state to 0.15 fvr the developed state due fia
landscaging, there is nvt an anticipated ir►crease in flow in this basin as well. Therefore, nrr
treatment is required in these circumstances.
lnland Paciftt° Engineering Gnmpany D4 Meadowland Flat I3rainage Reporr
' Table No. 2 - Pond and 208 Basan Summary
,i
~ MMIN
A/A 133 392 $4 22~~ ~4' x 28' 1 - "°A "
, BJB 353 718 114 401Irreg. 1_
CIC 1 161 324 76 190 Trreg _
ClC2 168 36078 209 15' x24' _
C1O 170 390 °r 82 225 15' x 25' -
C1C4 233 485 1{]Y ql 283 Irreg. 1_"S"
131i3 219 ~ 495 ~ 92 282 Irreg. I - "A"
FfF 1 119 280 76 168 Irreg. -
FIF2 173 350✓78v" 204 ~ex25' -
-
F1F3 226 _ 455" 89 260 Irreg.
Fik"4 238 ~ 474 112 \0'1 279 Irreg. 1 - "B"
HJH 130 263 58 157 Irreg. 1-"A "
* Based on (battom area)(.5), 0.5' depth + (perimeter){0.5')(0.5')(1.5')
Type A is a Sp4kane Standard L]rywell - Single Depth, Capacity 0.3 cfs
Type B is a 5po4carze Standard 1]rywell - Doubae 17epth, Capacity 1.0 cfs
Tn2and Pactfc Engineering Com,puny D5 Meudowland Plat I7ra2nage Report
WEIGHTED `C' CAY.CULAT~ONS
Inland PQCrfic Engineer[ng Corrrpany D7 Meadowland Plrrt Dratneige Report
Weighted Runaff Coefficien# Calculation
Project: Meadow Land
Basin: Basin ►4 I PE Job 97076
Tvtal Area (acres): 0.534 Designer: SKM
lmp. Area (acres): 0.1063 Date: 03110
Grass Area (acres): 0.4281
Imp. Alrea "C", 4.90
GCa55 J~~~a "C". 0.15
(IPYlp. Aff:a)(l['Clp. "L")= 0.0957
(Grass Area)(Grass "C")= 0.0E42
0.5344 0.1599
Weighted "C"= 0.1599
0.30
a.5344
WeigFrted Runoff Goefficient Calculatiorr
Project: Meadaw Land
Basin: Basin B IPE Job 97076
Tvtal Area (acres): 0.571 6/ r Designer: 5KM
Im,p. Area (acres): 0.1775 Date. 04109
Grass Area (acres)- 0.3941
Imp. Area "G": 0.90
Grass Area "C": 0.15
(Imp. Area)(Icnp. "C")= 0.1598
(Gra55 ACf:a)(GCaS'S "C")- 0.0591
0.5716 0.2189
weignted "c"= 0.2189
0,3$
0.571s
Weighted Runoff Coefficient Calculation
, Project: Meadow Lanri
Basin: Basin C IPE Jvb 37076
Tatal Area (acres)• 1.9560 Designer: SKM
Imp. Area (acres): 0.4922 Qate: 04109
Grass Area (acres). 1.4638
imp. Area "C,,, 0.90
Grass Area "C": 0.15
(1mp. Ated)(II?'1p. "C")_ 0.4430
(Grass Area)(Grass "C")= 0.2196
1.9580 0.6626
INeighted "C°= 0.6626
- 0.34
1.9560
Weighted Runotf Coefficient Calculatian
; Project: Meadow Land .
Basin: Basin D ~ I~'E Jvb 97076
Total Area (acres): 0.4240 aesigner: SKM
Imp. Area (acres): 0.1210 aate: 0311 0
Grass Area (acres): 0.3030
fmp. Area "C": 0,90
Grass Area "C": 4.15
(Imp. Area)(Imp. "C")= 0.1089
' (Grass Area)(Grass "C")= 0.0455
0.4240 0.1544
Weighted °C"= 0,1544
0.36
Q.4240
~
Weighted Runaff Coefficient Calculation
Project: Meadow Land
Basin: E3asin F ~ IPE Joh 97076
TakaV Area (acres): 3.472 Designer: aKM
Imp. ►4rea (acres); 0,4445 Date: 04f09
Grass Area (acres): 3.0281
Imp. Area "C": 0.90
Grass Area "C": 0,15
(Imp. Area)(lmp. „C„)= 0.4001
(~'al'aS5 14fBa)[GCaSS "Cf,)= 0.4542
; 3.4726 0.8543
Weighted °C"= 0.8543
= 0.25
3.472fi
1Neighted Ruraoff Cvefficient Calculation
Prvject; Meadaw Land
Basin; Basin H ~ IF'E Jvb 97076
- ~ Total Area (acres): 0.1547 Designer: SKM
~ I mp. Area (acres): 0.0472 Date: 04110
Grass Area (acres): 0.1475
Imp. Area "C". 0.90
Grass Area "C": 0.15
(Imp. ►qrea)(Imp. "C")= 0.0064
(Grass Area)(Grass "C")= 0.0221
a.1547 0.4286
Weighted "C"= 0.0286
4.18
0.154?
BDWSTRIMG METHt7D PFt[?JEGY. Meadaw Land
REAK FL❑W CALCULATION PRflJECT Meadvw Land DETENTION 8A511V ❑ESIGN BASIN A
BA51N A 10-Year i]esign Storm ❑ESIGNEFt SKM
Tot Area 0 53 Aeres DATE, 04110
Imp Area 4630 SF
C= (]3a
Time lncrement (mm) 5
CASE i Time of Canc. (min) 500 /
Dutflaw {cfs} 03f
65 it Ovedand Flow Qesign Year Flow 14
Area (acEes) 0.534
Ct = 015 Impervious Area {sq ft} 4630
L= 65 ft 'C' Fadvr 03
n= 0 40 '208' Wvlume Provided 227
S= 0.050 Asea ' C 0.1 60
Tc = 2 60 min., by EQua6on 3-2 vf Guidelirtes
T'ime Time Inc Intens. Q Devel Vol In Val C?ut Storage
185 fl Gutter ftow (min) (sec) [inlhr] (cfs) (cu ft) (cu €t) (cu ft)
Z1 = 500 Fesr Z2 500 300 318 0.51 205 90 195 C==
Z2- 1 TypeB =9 0
n= 0.016 Rolled = 3.5 5 300 318 0 51 205 90 115
S= 0649 70 600 224 035 252 180 72
15 900 9 77 0 28 2E34 270 14
d= 0 089 ft. 24 1200 7 45 0 23 302 360 -58
25 1500 9 21 0 19 311 45f3 -739
A R Tc Te total 1 Qc 30 1800 104 0.17 317 54a -223
35 2100 0 91 0 15 321 630 -309
0.20 O.04 0 51 1. a 5.00 3.18 0 51 40 2400 082 013 329 720 -391
45 2700 074 012 332 810 -078
Qpeak for Case 1= 0 51 e€s 50 3000 0 68 0.11 338 900 -562
55 33{}0 064 010 349 990 -641
60 35{}0 061 0.1(] 362 1080 °718
CASE 2 85 3900 0 60 010 385 1370 -785
70 42(}0 0 58 0,09 400 1260 -860
Case 2 assumes a Time vf Cvncentrativn less tFian 5 minutes so that the 75 4500 056 0 09 413 1350 -531
peak flow e 90(3 18){Imp Area} = 0 3{} efs 80 4800 0 53 0A8 416 1440 -1024
85 5100 052 008 433 9530 -1097
80 5400 050 0.08 441 1620 -1179
5v, the F'eak flow for the Basin is the greater nf the tuva flows, 95 5700 049 0 08 455 1710 -1255
0 51 cfs 100 6000 0 48 0 08 469 1840 -1331
208' E]RAINRGE PDNa CALCIJLATI(7N5
Required'208' Storage Valume
= Impervious Area x 5 in 112 inlft 993 cu ft
208' Storage Vvlume FrvVided 227 cu ft
DR'fWELL REQUIREMENTS -10 YERR pE51GN STnRM
Maximum Storage Reqwred hy Bowstnng 115 cu ft
IVumber and Type of Qrywells Requ3red 1 5ingle
0 Dvuble
BQWSTRING METHdD PROJECT Mead[rw Land
PEAK FLOW CALCLILATIQiV PRpJECT Meadow Land pETEIVTCON RA51N RESfGN 8A511V. B
6ASIN, 8 1{)-Year Design Storm DESfGNER. SKM
Tat Area 0 54 Acres DATE Q4113
Imp Area 5900 5F ,
C= 037
Time InGremant {min} 5
CASE 1 Tme af Cone (min) 500
Uutflow (efs) 0 3 ~
20 ft Overland Ffow Design Yeac Flaw 10 Area (acres) 0 536
Gt = 0 15 Impervious Area {sq ft} 6900
L = 20 ft 'C` Factrsr 0 37
n = 002 '20$' Volume Provided 401
S= 0050 Area *C 0998
Tc = Q 19 min , by Equatipn 3-2 af Guidelines
Time Time Inc. Intens. Q Devel, Vol.ln VoLOut 5torage
150 ft. Gutter flow {min} 4secf (inlhr) (efs) [cu ft) 4cu ftf (cu ft)
-a__~...._
--~---_s
Z1 = 50.0 Fvr Z2 5 00 300 3.18 0.63 254 94 164 Z2 = 3 5 Type B= 7 0
n= ❑ 015 Rolled = 3 5 5 300 3 18 063 254 90 964 4==
S= ❑ Q1 Q 10 500 2 24 0.44 312 180 132
15 900 1.77 0.35 352 270 . 82
d= 0 125 ff 20 1200 1 45 O.29 374 360 14
25 15410 121 f].24 384 45[} -66
A R C! To Tc total I Qc 30 1804 104 021 352 540 -148
35 2100 0 97 018 397 630 -233
042 0.06 0 63 170 5.00 318 fl 63 40 2400 0 82 0.16 407 720 -313
45 27(]0 074 015 411 810 -399
Qpeak fvr Case 1= 0 63 cfs 50 3000 068 013 498 900 -482
55 3300 0 64 013 432 990 -558
50 3600 061 O.12 448 1080 -632
CASE 2 65 3900 0 60 012 476 1170 -694
70 4200 0 58 0.12 495 1260 -765
Case 2 assumes a 7ime vt Cvncentration leaa than 5 minutes so fhat the 75 4504 056 0.11 511 1350 -839
pea4c flow =90(3 18)41mp Area] ~ 0.45 cfs 84 4800 0.53 0.11 515 1440 -925
85 5100 0 52 0.10 536 1530 -994
90 5400 050 0.10 546 1620 -1074
Sv, the Peak flv~vr the 8asin is the greater af the twa flows, 95 5700 0 49 0.10 564 171C~ -1145
C163 efs 100 6000 0 48 010 581 18O0 -1219
208' ORAINACE PARID CALCVLATIONS
Required '208' Storage Volume
= Impervious Area x.5 m! 12 inlft 288 cu ft
208' Starage Volume Prouaded 401 cu ft
❑RYINELL REQUIREMENTS - 14 YEAR DESIGN SYO[RM
Ma3amum 5torage Required by Bawstring 164 cu ft
Number and Type of Orywelfs Required 1 8mg1e
0 ❑ou61e
' BUWSTRING ME7HO❑ PRO,lECT. Meadow Land
PEAK FLOW CALGUTAfiION PRC3JECT Meadow Land ~ETENrION BA51ld DESIGIV BA51N. C
~~IN G 4[}-Year Qesign Storm DESIGNEFi SKM •
Tot. Area 1 36 ACres DATE: 04113
Imp Area 21442 SF
C= 434
7ime Inerement (rnin) 5
CpsE 1 Time vf Conc. (min) 8 65
Outflow (cfs) 1 ~
30 ft Overland Ffow Design Year Flow 1fl
Ares {acres} 1.95
Ct = 0.15 fmpervious Area (sq ft) 21442
L= 30 ft. 'G' Factar 0.i;""
n= 040 '20$' Valume Provided 907
S= 0030 Area " G 0.666
Tc = 1 91 mm , by Equation 3-2 of Guidehnes
7ime Time fne Intens„ q Qevel. Vol In Vvf Qut StQrage
920 ft Gutter fiow {min} {sec} (inlhr) (cfs) {au ft} (cu R} (GU ft)
Z1 = 500 For 72 8 55 519 242 1.61 1121 519 502
7-2 = 35 Type B= 10 n= 0016 Rofled = 3 5 5 340 318 2.12 852 300 552
S= 0017 10 BQO 224 1.45 1159 600 559
15 900 177 1.18 1270 900 370
d= ❑ 163 ft 20 1200 i 45 0.97 1330 1200 130
25 1500 1 21 0 81 1352 1500 -148
A R fl 7c Tc total I Qc 30 1800 1.04 069 1370 1800 -430
35 2100 0.91 061 1381 2100 -719
0.77 008 161 8.74 865 2 42 161 40 2400 082 0.55 1408 2404 -992
45 2700 074 0 49 1419 2700 -1281
[lpeak for Case 1= 161 efs 50 3000 058 0 45 1439 3000 -1581
55 3340 064 043 1483 3300 -1817
60 3500 fi7 041 1535 3600 -2065
CASE 2 65 3900 060 ❑ 4U 1630 390[} -2270
70 4200 058 0.39 1692 4200 -2508
Case 2 assumes aTime oF Cvnoentration less than 5 minutes so that the 75 4500 056 0.37 1745 4500 -2755
peak flow = 90(3.18)[Imp Area)= 1.41 cfs $a 4800 0 53 0.35 1758 48[}0 -3042
85 5180 Q.52 035 1828 5100 -3272
90 5400 0.50 033 1858 5400 -3542
50, the Peak fl❑ for the Basin is the yreater vf the tvrto flows, 95 5700 049 0 33 1919 5700 -3781
1.61 Cfs 100 6000 0 48 032 1976 6000 -4024
208' CIRAINAGEPQNLI CALCULATIONS
Required '208' Storage Valume
= fmpervivus Area x 5 in 112 rnlR 893 cu ft
208' Starage Vvlume Provided 907 cu ft
aRYWELL REC2UIREMENTS - 10 YEAR DE51CN STflRM
Maximum 5torage Required by Bvwstring 602 cu ft
IVumGer aRd Type vf Drywells Required 0 5ingle
1 Dvuble v",
BOWSTRING METHOD PRQJECT. Meadow Land
PEAK FL4W CALCLJLATIC3N PROJECT Meadaw Land DETENTiON BASIN DE51GN ELhSiN' Cl
8,4SIN D ii}-Year Design 5torm DESIGNER SKM
To#. Area 0.42 Acres DATE 04I13
Irnp Area 5270 SF
C = 0.36
Time Increment (mirr) 5
CASE 1 Time of Gonc (min) 500
Outflow (cfs) 0 3r
35 ft Overiand Flow Design Year Flow 10
Area (acres) 0.42
Ct = 0.15 Impervious Area (sq ft) 5270
L = 35 ft. 'C' Factor 038
n= 002 '208' Volume Provided 282
S= 0050 Area ` C 0151
Te = 026 min, by Equation 3-2 of Gwdahnes
Time rme Inc. 1ntens. 0 pevel. Vasl.ln Vol,Out 5torage
1 50 ft. GutCer flow (min) [sec) (inlhi r) {cis) (cu ft) (cu ft) (cu R)
Z1 = 50.0 Fvr Z2 500 300 318 0.48 193 90 103 c-~e
Z2 = 35 Type B= 1 0
n= 0016 Rolled = 3.5 5 300 318 0.48 893 90 1 03
5= 0=9 ti0 600 2 24 0.34 238 180 58
15 900 9 77 0.27 268 270 -2
d= 0116 ft. 20 1200 145 0.22 285 360 -75
25 1500 121 0.18 293 450 -157
A R ❑ Tc Tc iotaf I Qc 30 1800 1.04 0.16 299 544 -241
35 2100 0.91 4.14 303 630 -327
036 0 06 048 1.89 5 04 3.18 048 40 2400 0.82 p.12 310 720 -410
45 2700 0.74 0.19 314 810 496
Qpeak ior Case 1= 0 48 cfs 50 3000 0.68 0.10 319 900 -581
55 3300 0.64 0.10 329 990 -661
60 8800 061 0.09 341 1080 -739
CASE 2 65 3900 060 009 363 1170 -807
70 4240 058 0.09 377 1260 -883
Case 2 assumes a Tirrse of Concerrttration less than 5 rninutes so that the 75 4500 0.55 0.08 390 1350 -96[]
peak fiow = 90{3 1$}(Cmp Hrea) ~ 0 35 cfs 80 4800 4.53 008 393 14110 -1fk47
85 5100 Q.52 0.08 409 1530 -11 21
90 5400 O.5(] 0.08 416 1620 -1204
Sv, th e f'eak flflw fvr the Basin is the greater af the twcs fluws, 95 57[}0 0.49 0.07 430 1710 -12130
0.48 cfs 10(] fiQDO 048 0.07 443 1800 -1357
208' O€3AINAGE PC7Na CALCULATIOMS
Required '208' Storage VoRume
= Irripervious Area x 5 in 1 12 iNft 220 cu ft
208' Storage ►Jolume Provided 282 cu ft
DFiYWELL REQUiREMENTS - 10 YEAR DESIGN STQRM
Maxirnum Storage Required by Bowstring 103 cu ft
Number and Type of Drywells Required 1 5ingfe
0 Double
j- - , , , - , -
BOWSTRING'METHQD PRD,IECT• Meadow LaRd
P€RI( FLOW CALCULATIC3N PROJECfi Meadow Land DETENT[DA1 EkA51N DE59GN BAS1N F
BASIN F 10-Yeat Qesigra 5tvrrn QE5IGNER SKM
Tot Area 3 47 Acres DATE 04114
Imp. Area 19361 SF
C= ❑25
Time lncrement (min) 5
GASE 1 Time cf Conc {mirs} 651
C}utflaw (cfs) 1
30 ft Qverland Flow Design Year Flow 10
Area (acres) 3.47
Ct = 0.15 Impervrnus Area (sq ft) 19361
L = 3[] ft 'C' Factar 025
n= Q.02 '208' llolume Prov`sded 911
5= 0.020 Area " C 0868
Tc = 031 rnin, hy Equation 3-2 of Guideiines
Time Tirne Inc Intens 0 f]eVeL Vol In Ilo1 Out StArage
935 ft Gutter flow (min) (sec) (inmr) (cfs) (cu ft) [cu ft) [cu ft)
_
Z1 = 50.0 For Zs 6.51 399 2 77 240 1257 391 866
Z2 = 3.5 fiype 8= 1.0
n= 0.016 Ralled = 15 5 30(} 3,18 2 76 1109 304 809
5 h 0.017 10 600 2.24 9 94 1424 600 824
15 900 1.77 154 1586 900 686
d= 0.189 ft. 20 1200 145 126 1676 9200 476
^e5 1500 9.21 1.45 1714 1500 214
A R Q Tc Tc tatal I Qc 30 1800 1 04 6 90 1744 18(]0 -56
35 2140 091 079 1763 2100 -337
0.96 0 09 2.40 624 651 2.77 2.40 40 2400 082 071 1842 2400 -598
45 2704 074 0.64 1819 2700 -881
Qpeak for Case 1= 2.40 cfs 50 30(]0 068 4.59 984$ 3000 -1152
55 3300 064 0.56 1906 3300 -1394
60 3600 61 a3 1875 3600 -1625
CASE 2 65 39[]0 060 fl.52 2099 3900 -1801
70 4200 0 58 50 2980 4200 -2020
Case 2 assumes a Time of Conoentratiorm fess than 5 minutes so that the 75 4500 0 55 0 49 ?.259 4500 -2249
peak flow = 90(3.18)(Imp Area) = 9 27 cfs 80 4800 0 53 046 2268 4800 -2532
85 5100 052 045 2361 5100 -2739
90 5400 fl 50 043 2400 5440 -3000
50, the Peak flvw for the 8asm is the greater of the two flows, 95 5700 0 49 043 2479 5700 -3221
2 40 cfs 100 6000 048 042 2554 6000 -3446
20$` DRAINAGE PONO C14LCULATIl7NS
Required `208' Storage ►Jolume
= Impervious Area x 5 in 1 12 iNft 807 cu ft
208' Stvrage V'olume Provided 911 ou ft
❑RYWELL REQ4lIREMENTS - 10 YFa4R QESIGN STQRM
Maxisnum 5tvrage Requirecf by Bowsfnng 866 ou R
Number and Fype uf DryweEfs Required 4 5ingfe
1 [)ouble
60W5TRING METMOD PROJECT- Meadow Land
PEAK FLdW CALCULATEaN PROJECT Meadow Land pETENTtON BASIN DESIGIV BASIN. H
BASIN H 10-Year Design 5torm ❑ESRGAfER- 5KM
Tot. Area CJ 15 Acres DATE 04114
Imp Area 3120 5F
C= 018
Time Increment (min) 5
CASE 1 Time af Cone {min} 5.0[]
Outflow {cfs} 03
20 ft. Overland Ffow Design Year Ffow 10
Area (acres) 0.15
C3 = 015 Impervious Area (sq ft) 3120
L = 20 ft 'C' Factnr 018
n= 002 '208' Valume Provided 157
5= 0020 Area " C 0.027
Tc = 0.24 mm , by Equatien 3-2 of Gutdelines
Time Time Inc, Intens. Q C]evel. Vol.ln Vnl OuE Starage
95 Ft. Gutter flow {min} {sec} (iNhr) (cfs) (cu ft) (cu ft) [cu ft)
Zi = SD.0 Fqr 72 500 300 3 18 009 35 90 -55
?2 = 35 Type B=1 U
n= 0.096 Rafled = 3 5 5 300 3.18 0.09 35 90 -55
5= 0090 10 600 2 24 C].06 42 180 -138
15 900 1.77 0.05 48 270 -222
d= 0 060 dt. 20 1200 1.45 0 04 51 360 -309
25 1500 1.21 003 52 450 -398
A R Te Tctatal I ac 30 1800 1.04 003 53 540 -487
-..r_..=== 35 2100 0 99 002 54 630 -576
0 10 0.03 0.09 176 5.00 318 009 40 2400 082 0,02 55 720 -665
45 2700 4 74 0.02 56 810 -754
❑peak for Case 1_ 0.09 cfs 50 3000 068 0A2 57 9[]0 -843
55 3300 0 64 0.02 58 990 -931
60 3600 0 51 002 61 1080 -1019
CASE 2 65 3900 {].50 002 65 1170 -1105
70 4200 0 58 4.02 67 1280 -1193
Case 2 assumes a Trme of Cancentration less thara 5 minut/so that the 75 A50C] 0 56 002 7Cl 13~ -128t]
peak flow=.90{3.18}(fmp. Area) = 0.20 cfs s❑ asao 0 53 001 70 1440 -1370
85 5100 052 0.09 73 1530 -1457
90 5400 050 [}.0 1 34 1620 -15-46
S❑, the Peak flow f[rr the 6asin is the greater of the twa flvws, 95 5700 049 0.101 77 1710 -1633
a 20 cfs 100 6000 0 48 001 79 1800 -1721
2{]8° DRAINAGE POND CALCULATIC]N5
Reqwred'2a8' Stnraga VaTume
= ImpeFVious Area x.5 in 112 inlft 130 cu R
2(]8' Storage Vvlume Provided 157 cu ft
❑RYVIfELL REQl11REMENTS - 10 YEAR DESICN STDRM
Maximum 5torage Reqwred hy Bowstnrrtg -55 cu ft
Number and Type of [Jrywe4ls Reqwired ? Single
0 ❑ouble
I I 50-year 87ORM BaWSTF[ING METHOD PR{)JECT; RAeadowland
FEAK FLCiW CHLCUEATIL]N PRQJEC7 Meadauvland DETENTIDN BASIN DESIGN BASIN A
BA51N A DES1GNER:SKM
T[at Area 0 53 Acres aATE, 04114
Imp. Area 4630 SF
C= 030
Time Increment (snin) 5
CASE 1 Tme vf Ganc (min) 5 60
===Y»°~ OuEFlaw (cfs) 03
65 ft Qvertand Flaw Design Year Flow 50
Acea (acres) 0.53
C4 = 0.15 Impervious Area (sq ft) 4630
L= 65 ft 'C' Factar 03
n= 0.40 '208' VQlume Providsd 229
s= 0050 Area • c 0159
Tc = 2460 mm., by Equation 3-2 af Guidelines
7irne Time !nc Incens. R Deve1. Val In Val C1ui 5farage
185 ft Gutter flow (min) (sec) {infhr) (cts) (cu ft) {cu ff) {cu ft}
Z1 = 50.0 500 300 4 58 073 293 90 203 iw=
Z2 = 4.5
n = 0.016 5 300 458 073 293 90 203 C==
S= 0049 10 600 320 051 357 180 177
15 960 2.45 439 390 270 120
d= 0.099 ft. 20 9200 1 95 031 404 360 44
25 1500 1 62 025 413 450 -37
A R Q Tc Tc totaP I Oc 30 9800 1.5E 025 472 540 ~'i8
=~~=~r~~ 35 2100 1 28 020 448 630 a9$2
1#.26 0 45 D 73 1 11 5.00 458 073 40 2440 1 19 0.19 471 720 -249
45 2700 1.08 017 481 810 -329
Opeak for Case 1= Q 73 cfs 50 3000 0 99 0.16 488 900 -412
55 3300 092 0415 498 990 -492
60 3600 0.87 0494 512 1080 -558
CASE 2 65 3900 0.82 013 522 1170 -649
70 4200 0 80 0 13 547 1260 -713
Case 2assumes a Yime af Gortcentrafian less than 5 minutes so that the 75 4500 077 012 563 1350 -787
peak ftaw =.90(4.58)[fmp. Area) = 044 cfs 80 4840 075 0.12 585 1440 -855
85 5100 4.72 (l S' 1 596 1530 -9311
90 5440 071 0 11 821 1620 -999
50, the Peak flovv far the Basin fs the greater of ths two flows, 95 5700 0 69 0.11 637 1710 -4073
o 73 cfs 1()0 6000 0.67 0i1 650 1800 -i 150
208' DRAfNAGE RQND CAL,CULAFIbNS
Eteqwred '208' Starage Volum8
r Impervious Area x.5 fn 1 12 inlft 193 tu R
'208' Volume Prvrnded 227 cu ft
DRYWELIL RECIUIFtEMENTS - 50 1rEAR DESiGIV STORNF
Maximum Starage Reqwred 6p Bavvstrqng 203 cu ft
Number and Type vfi Dryweils Requirest 1 5ingle
0 Dpuble
fNlANQ RACIFIC ENGINEERII+lG
I ~ ' I
- - - - 50-yesr ST[3RM BC]MISTRING METFi(]D PROJEC7 Nteadowland - - - - - -
PEAK FtOW GALCl]LATIbM PROJECT Meadowland QETEIVTIOiV BA51N pESfGM BASIIV B
BASfN B CIESEGNER, 5KM
Tot Ares 0 54 Acres [3ATE: 04114
Imp ,Aree 6900 5F
C = 0.37
Time Incremenf (min) 5
CASE 1 Time vf CQnc (rnin) 5 00
Qutflaw (efs) 0 3
20 ft Overland Flow i]25ign Year Flow 50
Area (acres) Q 54
Ct = 0 15 impen+iaus Area (aq ft) 15900
L= 20 ft 'C' Factor 0 37
n- 002 '208' llolume ProVided 401
5= 0.050 Area'C 0.200
Tc = 0 19 min„ by EquaUon 3-2 of Gwdehnes
Time Time Irtc. Intens. Q oeVel Vvl.ln Vvl Out Storage
150 flk. Gutter flcrw (min) (sec) (iruhr) {cfs} (ca ft) (cu ft) (cu ft)
Z1 = 50.0 5@0 300 4.58 O.52 368 90 278
7.2 = 3.5
n= 0.016 5 300 4.58 0.92 358 90 278
5= 0010 10 600 3.20 0 64 449 180 269
15 90D 2.A5 049 490 270 220
d= 0.14E ft. 20 1200 1.95 0 39 507 360 147
25 15(]0 1.62 0.32 519 450 59
A R C! TC TC tot81 I QC 30 1840 1.56 0 31 593 540 53
T_^_______ 35 2100 1 28 0 26 563 S3L1 -67
~ 0 57 007 92 ~ 1 54 500 4.58 U 92 40 2400 1 19 0 24 592 720 -128
45 2700 108 4.22 605 810 -205
Qpeak fvr Cass 1= 0.92 cfs 50 3000 0.89 020 614 900 -286
55 3300 D 92 0.18 625 990 -385
60 3500 0 87 0.17 644 1080 -436
CASE 2 ' 65 3900 082 016 656 9170 -514
70 4200 080 4.16 688 1250 -572
Case 2 assumes a TEme raf Cancentration less than 5 minutes so that the 75 4500 0.77 0.15 708 1350 -642
peak ftrnrv = 90(4.58){Irrip. Area) = 0 65 cfs 80 4800 O 75 4.15 735 1440 -705
85 5100 0 72 0.14 748 1530 -782
90 5400 0 71 0.14 781 1620 -839
Sv, the Peak flvw for the Bas'sn is fhe greater of the twa flows, 95 57(]0 069 fl.14 800 1730 -910
0 92 cfs 100 6600 067 0.33 817 1800 -883
20$' DRAITCAC,E PC]ND CALGUlATaC3NS
Required '208' Storage Volurrse
= Impervious Area x 5 in 1 12 inltt 288 cu ft
`208°Volume Prvuided 401 cu ft
[3RYINELC REQUIREMENTS - 50 YEAR DES9GN 3TQRM
Maximum 5tvrage ReqvEred by Bawstring 278 Gu R
Number and Type of QryvveAs Required 1 5ingle
0 Dvuble
WL4N0 PACIFIC ENGIIYEERING
50-year STDRM BOWSTRING METHC3❑ - PFtflJECT Meadowland
F'EAf4 FLC3W GALCULATION PROJEC7` Meadowrland oETEN71ONBAS1N LIESIGN BASIN, C
BASRN C DES9GNEFt• 5KM
Tot. Araa 1.96 Acres DATE 04114
!mp Area 21442 SF
c= asa
Time Increment (min) 5
GRSE 1 Time oF Conc. (min) 804
Outflow (cfs) 1
30 ft pverland Ffavsr Design Year Flvw 50
Area (acres) 1 96
Ct = 015 ampervious Area (sq ft) 29442
L = 30 ft 'G' Factor 034
n= 0.40 '208' Volume PraVided 907
5= 0030 Area " G 0666
Tc = 1 91 min., hy Equatian 3-2 af C;uideHnes
Tirne Time Inc. Intens QDevel. ►JaB.ln 1lvl.put Storage
920 ft. Gutter Raw (min) {sec) {inlfrr) LC#s) (cu ft) (cu ft) (csn ft)
---e....rr
Z1 = 500 8 a4 483 3 53 2.35 1521 483 1039 a==
72= 35
n= 0016 5 300 458 3.05 7227 360 527
5= 0017 10 500 3.20 2.13 3629 600 1029
15 900 2 45 1.63 1737 900 837
d= 0187 ft 20 1200 1 95 1.30 1773 1200 573
25 1500 1 62 1.08 1796 1500 295
A R a Tc To total i ac 30 1800 1.56 1.04 2042 1 BDa 242
35 2900 1.28 085 4931 2500 -169
0 94 009 2 35 6.14 8 04 3 53 2 35 dU 2400 1.19 0 79 2025 2400 -375
45 2700 1 fJ8 a 72 2061 2700 -638
Qpsak for Case 1= 2 35 cfs ' SD 3000 0.99 086 2087 3000 -913
55 3300 8.52 0.E1 2124 330o -1 a 76
50 3600 0.97 0.58 2182 3600 -4498
CfISE C 65 3900 0.82 0.55 2221 3900 -1679
70 4200 0.80 0 53 2327 4200 -1873
Case 2 assumes aTirne of ConcentraUvn less than 5 mmutes so t#iat the 75 4500 0 77 0 51 2393 4500 -2107
peak flow = 50(4 58)[imp. Area) = 2 03 cfs 80 4800 0 75 0.50 2481 4800 -2319
85 5100 072 0.48 2526 5100 -2574
90 5400 0 71 0,47 2633 5400 -2757
So, the Peak flow far ine Basin is the greater ai the two flvws, 95 57[]0 0 89 0.46 2695 570I7 -3004
2 35 cfs 100 6600 0.67 045 2752 6000 -3248
208' Q'RAINAGE PON[7 CALCLILATIOhE$
F{eqwred '208' Storage Volums
= ImpervIous Area x 5 in f 12 infft 893 Cst ft
'208' Vvlume Pravided 907 cri R
❑RINVELL FtE(]L11REi111lENT5 - 50 YEP1R 0E51GN 57C3RM
Maasimum 5t❑rage Required hy Bowstnng 9039 cu ft
Number and Type oP arywells Reqwred 0 5ingle
1 Qcau6ls
IhiLAND PAGIFIG ENGINEERING
50-year STQRM BUWSYRINC METMQp PRDJECT: Meadowland
PEAIt FLaW GALCIfLATIGN PFtaJEGT Meadawland CIETENTION BA51N L}E51GN BA51N. ❑
BA51lV D DESIGR1ER SKAAA
Tot Area C? 42 Acres DRTE: 04114
Imp Area 5270 SF
C= 036
Time Increment {min} 5
CASE i TirRe o€ Cnne (min) 500
Dutfivw (Cfs) 0 3
35 tt Overland Flow Qesign Year Florv 50
Area (acres) 042
Ct = 0.95 Irnpervtous Rrea (sq ft) 5270
L = 35 ft. 'C' Factar 0.35
n= 002 '208' Volume ProVided 282
5= 0054 Area' C 0.951
Yc = 026 rnin., 6y Equation 3-2 of Gwdehnes
Tirr:e Time inc fntens Q Qerrel lAol Irr VoL[7ut Starage
150 ft. Gutter flow (min) (SBC) (irdhr) (cfs) icu ft} (au ft) {cu ft)
------w..
Z7 = 500 5.00 300 4 58 U.fi9 278 90 188
Z2= 35
n = 0.016 5 300 4 58 0.69 278 90 188 C-=
S= 0.049 10 50(] 3 20 0.48 340 180 160
15 900 2 45 0 37 371 27{) 101
d- 0.134 R. 20 1200 1.95 029 384 360 24
25 1500 162 ❑ 24 392 454 -58
A R Q Tc Tc tatal I Q r. 30 1800 1.56 ❑ 24 449 540 -31
35 2100 1 26 0.19 426 630 -204
0.48 007 0.69 1 72 5.00 4.58 0.69 40 2480 1 19 0.18 448 720 -272
45 27130 1 08 0.16 458 810 °362
Ltpeak for Gase 1= fl 69 cfs 5a 3000 099 0.15 464 900 -436
55 3300 a 92 0.14 473 990 -517
60 3600 O.$7 013 487 1080 -593
CPeSE F 65 3900 0.82 0.12 496 1170 -674
7[} 4200 0$0 012 520 1260 -740
Case 2 assumea arime vf Cvrtcentraban less than 5 roitrtufes sa that the 75 4500 [}.77 0.12 536 1350 -814
peak flnw =.90{4 68}(Imp. Area) = 050 afs 80 4$00 815 a 1'f 556 1440 -884
85 5100 0 72 0.11 566 1530 -964
90 540[} 0.71 019 591 1620 -1 U29
Sa, the Peak flow for the Basin is the greater af tha twa flvws, 95 5700 4.69 0.10 605 1710 °11 05
D 69 cfs 100 8000 67 0.10 618 1800 -1182
208' DRAINAGE f'OR1D CFILC4JLATIC]N5
Required '208' Storage Volume
= IiYlp@NIoU5 A18a X 5 in 112 inlft 220 cu ft
'208' Volume Provided 282 cca ft
L1RYWfLL REQUIREMENTS - 50 YEAR DE5lGN STURM
Maximum 5tarage Requirecf by Bovustnng 188 r.u ft
Numher and Type o# Drywells Reqwred 1 5ingle
❑ Double
INLqNI7 PACIFIC ENGINEERING
- - - i - -i I
50-year STORM BOVIf$TRING METFiOD PFtpJECT Meadouvland
PFra,K FL~.IW CALCULATiC]N PRaJECT Meadawland DE3EIVTIf]hE 6ASIN DES3GA! BASIN. F
6A51N F DESIGNER SKM
T4t Area 3 47 Acres DATE 04114
lmp Area 19361 5F
c = 003
Tims fnsaement (rnin) 5
CASE 1 Time of CvRC (min) 11 13
Clufflow (ch; ) 1
30 Ft Dverland Flaw Design Year Flrtw 50
Area (acres) 3 47
Ct = 015 Impervivus Area (sq ft) 19361
L= 34 ft. 'C' Factvr 0 025
n= 002 '208' Volume Rrovide[i 911
5= 0(]20 Area * C 0 087
TC ~ 0 31 min., by Equatian 3-2 ❑f GWidelines
Time Time Inc, fntens. 0 C1eVel Vol.fn k]o4.vut 5tarage
935 ft Guiter flaw (min) (sec) (iNhr) (cfs) (cu ft) (cu ft) (cu ft)
Z1 = 13 13 668 3 02 026 235 668 -433
77 = 3.5
n= 0,015 5 300 4 58 040 160 300 -14[} e==
5= 0,017 10 600 3 20 0.28 223 600 -377
15 900 2 45 021 240 900 -660
d= 082 ft. 2(] 1200 1 95 10 17 241 1200 -959
25 1500 1.62 014 243 1504 -1257
A R Q Tc Tc total I Qc 34 1800 1 56 0 14 274 1800 -1526
35 21017 1 28 011 258 2100 -1842
018 0 04 0.26 10 81 11 13 3 02 026 40 2400 1.49 010 270 2400 -2130
45 2704 1.08 009 274 2700 =2426
Qpeak fcrr Case 1= 0.28 cfs 50 3000 0.89 0.09 277 3000 -2723
55 3300 0.92 0.08 281 3300 -3019
fie $600 (].87 0.08 289 3600 -3311
CASE 2 65 3900 082 007 294 3900 -3606
-m=-=-= 70 4260 080 007 307 4200 -3893
Case 2 assurnes a Tsme esf Concentration less than 5 minutes so that the 75 4500 077 i7.07 316 4500 -4184
peak flvw = 90(4 58)(Imp Area) - 7 83 cfs 80 4800 076 0 07 327 4800 -4473
85 5100 072 006 333 5100 -4767
90 5400 071 0 05 347 5400 -5053
Sv, the Peak dlaw for the Basin is the greater af the twa flvuus, 95 5700 069 006 355 5700 -5345
1.83 cfs 100 6000 0.67 006 362 6000 -5538
. 208' QRAINAGE PQIdD CALGULATIONS
Required'PflB' Storage Vvlurrse
= Impenvious Area x.5 in 112 inlfit 807 au ft
'208' Valume Prvwided 911 cu R
DRYWELL REQL61REMENTB - 50 YEAR DESIGR1 STORM
Maximum 5tarage Required by Bowstring -140 cu R
Number and Type ❑f []rywells Required 0 Single
1 Dvuble
INLAPVp PACIFIC ENGfNEERING
~ - i ~ - - - - 50-year 5TORM BQWSTRItVG METHCDD - PROJECT: Meadnwland - -
PEAK FLC]W CALCULATION PFtpJECT Meadowland DETENTlBN BASftV DESIGN BA51N H
BASIIW N DESIGNER° 5KM
Tat Area 0.15 Acres DA7E: 04114
Imp Area 3120 5F
C= 018
Time Increment (min) 5
CASE 1 Time af Cone (min) 500
Outflow (cPs) 0 3
20 R dverland Flvw Qesfign Year Flow 50
Area (acres) 015
Ct = 0,15 Impervious Area (sq ft) 3120
L= 26 R 'C' Factar 0.18
n= 042 '208' Volume Pravided 157
S= 0021) Area " C 0027
Tc = 0.24 rrsin., hy Equation 3-2 af Guidelines
Tme Tme [nc Intens qDevel Vvt In VoL❑ut Sfarage
95 ft Gutter flow (min) {sec) (irv/hr) {efs} (cu ft) [cu ft) {cu ft}
Z1 = 504 --------5.04i ~----300 4.58 012 50 90 -40 C==
I2= 3 5
n= 0.016 5 300 4.58 0 42 50 90 -30 c==
5= 0014 90 600 120 0 09 51 180 -119
' 15 800 2.45 007 66 270 -204
d= fl.067 ft 20 1200 1.95 0.05 59 360 -291
25 9500 1.62 004 70 450 -380
A Fi a TC Tc tvtal I CZG 30 1804 9.56 0 04 80 540 -460
35 2100 1 28 043 76 830 -554
0.12 0.03 O.52 164 5.00 4 58 012 40 2400 4.19 0.413 8D 720 -640
45 2700 108 0A3 82 810 -728
Qpeak ivr Case 1= 012 cfs 50 3000 0.99 003 83 900 -817
55 3300 0 92 042 85 990 -505
60 3600 0 87 U.02 87 1090 -993
CASE 2 55 3900 0 82 0.02 89 1170 -1481
TO 4204 Q 8D 002 93 125[] -1 187
Case 2 assurnes a Time of Concentrat3on 3ess than 5 minutes so ihat the 75 4600 077 0.62 96 1350 -1254
peak flainr =.90(4,58)(Imp. Area) = 0.30 cfs 80 4804 075 0.02 99 9440 -4341
85 5100 0 72 002 101 1530 -1429
90 wU 0 71 0.02 105 1820 -1515
Sv, the Peak flvw for the Basin is the greater af the twa Rows, 95 5700 0,69 0 02 108 9710 -1802
0 30 ds 100 6000 067 002 110 1800 -i sso
20$' GRAIPfAGE PONL) CALCULATIUhFS
Required `298' Storage `Jolume
= Impervrous Area x.5 in 112 infft 130 cu ft
'208' Volume Prssaided 157 cu ft
❑RYWEELL RERUIREdIRENTS - 50 YEAR QESfGN STCJRM
Maximurn 5torage Required hy Bowstring -40 cu ft
Numbee and Type af Qrywelfs Fiequired 1 5ingle
U I7ouhle
INLAIElD PACIFEG EM1IGINEERIHG
i
CURB INLET CAI,CULATIC1N5 - MEpDpyy Lqryp
Curh lnlet Depressian =2 in. Standard Curb Inlet Length = 4 ft
Llpstream 1a-Yr Gutter Rvughness Reciprocal oepth Length
Curb Infet Impenvious Peak Ffow Slvpe C08ff, CfQ55 5I0pe ot Flouv Required
Sub-6asin Stativn RIL Area c f s ~ S , rs Z 7Jn d' QafLa- QI(QaIL,a) Remaries
A 95+30 L 4630 0,59 V' 0.630VI" 00160 50 3125 0.08 0.063 811 Need 2-4' curb drops
B O+fi$ 6900 0 63~ 5ump
C1 92+40 R 3861 0.25 0.0250 0.0160 50 3125 0.07 0.050 506 Neer! 24 curb drops
G2 14t77 R 4604 0.3D 0.625 00160 50 3125 0.08 0.054 5.65 ldeed 24' r.urb drops
C3 17+18 F2 4654 0 31 00136 0.0160 50 3125 0.09 0060 5.08 Need 2-4' curb draps
C4 15+47 R 8326 1.61,1 Sump
❑ 12+45 L 5270 0.4V 0.0461 00160 50 3125 0.12 0083 5.79 IVeed 2-4' curb drops
F1 11+93 L 3578 0 24 00150 0.0160 50 3125 Q,OB 0.054 439 Pteed 1-5' curb drop
F2 94+42 L 4E13 0 30 0.0250 QA160 50 9125 0.08 0.054 5.66 Need 24' Gurb drvps
F3 17+55 L 4558 0 30 00136 0.01164 50 3125 0 09 0.060 5.01 Need 1-V curp drop
F4 19+47 L 6612 2 4'S $ump •
H 10+58 L 3120 0.20/ 5ump
' Calaulated per Figura 98 of Guidelines
Calcuiated per Figure 16 of Guidelines
A 4 ioot curb drop with a6" gutier has a capacity of 4 0 cfs capacity of 4 0cfs in sump coaditivn
.
'
~ FtECEIv~~
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INLA.~VI] PACIFTC ENGINEERIN~G, INC. o
707 W. 7th A►re., Suite 200, 5pekane, WA 99204 (509) 45$-6840 Fax. (549) 458-6844 Spp~~ CMNTlfOGKUA
n4 , ~Ce,
To:
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~ DATE: 0/7
~ I.P.E. PRO.TECT 97a-X,
ATTEIVTIQN: PRC)JECT NAME:
DeSCr1pt1aI7
F-I Xerox Frints 0 Copy of Letter Q
0 Original T]rawing Q Contract []QCUments 0
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1Va Copies Description
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frce siid wfuniary aet aeicf s4cesl af Attarney bs Tari for said ryriocipsl for tho umc+ and pwr(ooca tlicre6n nunikincd. a+id
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^ 21 Tawnafiip 25 Harili, Flanqo 44 Easi of tita 1N[tlaneetls Meridlan, descri6ed as tallowa:
t 13EGlNNiHG at a pali►t 20 laa1 Soutls and 542-14 leel wesl W lidc Hontirass aorncr of the saie! . ' Narliieasi Quarter vS Rlao Svktllswenl Quartar of 1lie 5eutltwcst £]uarter of Scetlon 21, s
Xltence 5otdit Rv a poYnt on llrr Soulli ilne of sa1d Mortlrrast iDttarler cA thv Souliiwasi Ouarlor ' -
" a( lhsr Soutliwosl Ouader of 5ectimn 21, 180.0 faa4 East al 1lte Soultiwast carner lttereol;
Thencp wost ori said Sauth Iiao ta [hr 5oultiwcst eorncr of ssfd Norttieasl Quart@r vi ihc .
Svutliwasl 0uttLtar of tlto 5ffutltiwus! Auarlvr; .
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!fw eaW ►dortti cnat Quartor a< <ttio Sosiihwast Ouarl er r,l 1ha so uskwast Quanar ol Ssc1lan 2 1;
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February 24, 1998
MEADOWLAND
LIFFSTTE UTZLITV EASEMENT
LEGAL DESCRIPTYUN
A ten (14.00) foot wide utility easement loeated in Che Northeast Quarter of the Southwest Quarter of the Southwest Quarter of Sectian 21, T.25 N, R 44 E., W.M. the easterly margin of said
easement being more partieularly descnbed as folIows:
Seginning at a point 20 40 feet South and 495 01 feet West of the Norkheast corner of said
Northeast Qua.rter, thence SOfl°Q4'C18"W a distance of 86.41 feet ta the heginning of a
curve concave ta the west and having a radius of 256.00 feet, thence sautherIy along said
curve through a central angle of 17°43'54° an arc distance of 79.22 feet ta the beginning
of a reverse curve cvncave ta the east and having a radius of 294 00 feet: thence southerIy
along said curve thrvugh acentral angle of 17°43'S0" an arc diatance of 90 98 feet, thence
S,40°24'08"W , a distance of 381.21 feet to its intersection with a line parallel with and
13 00 feet nat`th of the svuth line of said Northeast Quarter and terminus of this line
description
Situate in the County of Spakane, State of Washingtan . ,
:
.
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AIJCa-24-1998 11 '09 I NLPt1JB RACI F 3C ENG P.02
August 20, 1998
MEADfAWLA"
UFF5ITE IIRAIIVAGeE EASENIENT
LEGAL DESCRTPTIONS"r
EASEMENT Nn, k:
That portion of the Naatheast Qeearter of the SnuGhwest QuarCer of the Southwest Quartier of
5ectitn 21, T.25 N., R.44 E.r W.M., more particularly descrihed as foffovvs:
BegWnning az a goint ZD 00 fieet South and 502.14 feet West of the Nartheast corner o£ said
Nort&east QuarWr, ihcocc 589'59'5 E"'VLF aIong a lina 20 feet South of anat paaallel witte the tyorth
YlIIe of sald NOlthcaSt Qu3ftr, a d1stat1CE of ZZM feet; LZ1eIICC SflOQOO`WE S diSfaI1CC of 22.99
fw; thence N89159'5 1"E a distance of 10.1 2 f~.-~.rt, thcncc S07°2479"E a distansae of 13.79 feet;
theacc Sauth a discance of 18 21 feet; thence 589°35'52"E a distancc of 1+6.87 fcet; ihence
N(10°24'08"E adistance of 54,99 fxt to it intersectivn with a line 20.00 fftt 5iuth of aud parallel
with the nvrth aine of said Nvrtltqs[ Quarter; thence 589°59'5 1 "W alang said north We►e, a distance
of 7.13 ficet to the poini of begtnn~
CvnWming 1222 8 square fcet more or less
Situam in the Cout►ty of Spaltane, '5iaic of Wa.shing#vn
FASEMENT No.Z:
That parLion of tlte Alorkhea5t Qu2ixter of ihe Sou[hwest Quarter of the 5cruthweSt'Quuarter of
Section 2 1, "f:ZS N., R.44 E., W.M more- particularly dcscribed as Follpws:
Hcginning ac a point 20.00 fba 5oxth atid 502.14 fi:t West of thc Nvrthm[ camer of said
Noetheast Qusrter; ihenct: S.00°24'09"V, 146.34 fieet along a Ime tltat tuuts through a jmin# Qn tfie
Socsth line of said Noet&cast Quarter dis[ant easterly 160 8S fW from t$e 5authwcst corter of said
Northeast 4~uamr, ta the beginn~ of a nan-tang,errt curve r.onc,aVe tn rhe Narthwcsc hafring a
radius of 256 00 fieet and Firvm which pourt a rtdtal tinc tcars N.76°02'53W.; thence sautheriy
along said curve through a central angle of 4°IO'50" an arc distanCC of 18 68 feet to the beginrLin$
of a reverse curve cancavc to the east and havuzg a radtus of 294.00 fieet; thence southeriy along
said curve thrrntgh a Ce+ttral angle of 11 ° 19'28" an arc distance of 58 11 kct to the Tr►►e Pvi=tt of
He,;inning; theace continue southerly alvng sasd curve xhrough a centrai anglc of 5029'20" an arc
distancc of 28 08 feet; d.'nce N89955' 12"VY a distanCe of 34.79 feet. rhmnce NG0°W4$"E a
distaACe: of 28.00 fe,et; thLncc S8905 5' i 2"E a distancc of 36.74 feet #o the true pnint of beginning.
Contauniag 995.1 square fect more car 1ess
Situate in the County of apokane, State of Washington
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:
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Al1G-24-1998 i 1:10 PNLAND PAC I F IC EMIa P. 03 .
EA'SENENT Nv.3:
That portaon of the Nartheast Quartea a£ the Snuthwest Quarter of the Svuthwest Quarter of
Sectian 2 1, T.25 N. R44 E ,'W.1VI rm.ore particularly dcsctited as fbllovvs:
Segiuning at the Southwest -corsser ofsaid Notdmt Quarter; thenoe S$9°55'12"£. atong the
South Finc of said Narthcast Quarter a dis#ance of 141.85 foct; t=oe N.04024'08"E. a diMnoc of
84.00 fbet to the True Point ~Bq0puing; thcncc N89°55' 12"W a distance of 33,00 foGt; thersce
NQO024'0$"E 3 disUnce of 25.00 feet; thencc 5$9°55'12°E a diva1ce of_ 33A0 feet; tlmce
500024'08"W a (hstance of 25.00 feet tca the tsu€ paini of bcgiruxistg,
Containing 825.0 square feet trvore or less
Snllate in tl'te COIUn[y of Spokane, 5'[m of Wa5hizgt(lA
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SiJFLDIi+IG AAdD FLANNING ' A DP4q5IC1N OF THE PL1BL[C WQRKS DEPAR`1'MENT
JP,NSEs L. ,MRNsarr. C.B.O.. DtxEc`raA d)E;rtvrs M. 5Cs3's°r. P.E.. WCEIYED
MEMvRArrnuM SEP 2 4 1998
5p(7ftE CCjUWENGlNrER
TC3: er,
pv ane oun ision of Engineering, Development Services, Bill Hemmings
FROM: Francine Shaw, Senior PIanner, ~ ~ .
L~.
DATE; September 24, 1998
SUBJECT: Propgsed Revised Finat Plat nf Meadawland; FE-tSU8A-1b
This is tQ inform you that the above-referenced pIat map has been revised ta include newiy imposed
conditions by the Hearxrsg Examiner on August 20, 1998. A plan was preVinusly circutated ta your affice
on March 19, 1998. Because ttaese are text changes enly, theae will be no map included wifih this
memarandurn.
- Please review this rroap and return yaur written eommenEs and recammendations to me •
1998.
If you have any questions regarding this fi9e, yvu tnay cantact me at 456-3575.
Attachanents
Capy without enclosures to:
Dave Wade/Mike Hume, 5122 N. D1VE51D[l, Spnkane, WA 99207
Brock Maeerne, Inlarad Pacifie Engineering, 707 W. 7' Ar+e., 4200, Spokane, WA 99204
~ .
1026 WEsr 8Raa,Qwnr AvE,uuE • SMKeNF, W,asxrNcTaaN 99260
PHarvE. {509} 456-3675 - FAx (509) 456-4703
TDD, (509} 324-3166
7
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INLANQ PACIFIc EN'GINEERING, INC.
Marc'h 5, 1998
NN1.r. Dawid Berto
Spokane County Engineees Office
North 811 Jefferson
Spokane, VVashingkvn 93264
RE: FE-18a8A-J6 Meadawland
TPEC Tob Na. 97076
Dear Mr. Bertv.
Enclvsed please find twv copies of the drait final plat referenced abvVe. Please rediew for
f nal agpraval. Enclosed also is acheck far $100 for the final check fee and a signed -
Priority Fee Agreement and a copy of the plat certificate.
If yau have any questions, please do not hesitate tQ ca[l. Thank you.
Sincerely,
INLAND PACIF'IC ENGINEERING CC3
r4v~~
Brock R Materne
BRM/brni
Enc
707 West 7th • 5uite 200 2020 Lakewood prive • 5uite 265
$pokane, WR 99204 Coeur d'Alene, EQ 63814
509-458-6840 • FAx 509-458-5844 208-765-7784 • FAK 108-769-7277
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TRANSNATION TITLE INSURANCE COMPANY
NORTH 720 ARGONNE
SPOKANE, WASHINGTON 99212
Prepared for:
TOMLINSON NORTH REALTY Order No.: MW210807
ATTN: MIKE HUME f
N. 8205 DIVISION MDIftIn li1~i~K
cc: Inland Pacific Engineering/Stevens P L A T C E R T I F I C A T E Dated August 7, 1997 at 8:00 a.m.
Certificate for filing Plat of:
MEADOWLAND
In the matter of the subdivision to be submitted to Spokane County for
approval, this company has examined the records of Spokane County Auditor's
and Clerk's offices, and the records of the Clerk of the United States
District Court holding terms in said county. This certificate is made for
the purpose herein specified, and is not to be used as a basis for closing
any transaction. Liability is limited to the amount, if any, paid for this
certificate. From such examination, the company hereby certifies the title
to the following described jand, in said Spokane County, to-wit:
That portion of th Northea2n2l, quarter of the Southwest quarter'of the
Southwest quarter o Sect' Township 25 North, Range 44 East,
W.M., described as follows:
' BEGINNING at a point 20 feet South and 341.43 feet West of the
Northeast corner of said Northeast quarter; thence west on a line
parallel with and 20 feet South of the North line of said Northeast
quarter, 160.71 feet; thence South to a point on the South line of said
Northeast quarter 160.85 feet East of the Southwest corner thereof;
thence East along said South line to a point 341.70 J'_"eet West of the
Southeast corner of said Northeast quarter; thence North to the point
of beginning; ALSO, the Southeast quarter of the Southwest guarter of
the Southwest quarter of Section 21, Township 25 Nortn, Range 44 East,
W.M.;
EXCEPT the South 334 feet thereof;
AND EXCEPT the East 20 feet thereof; .
AND EXCEPT the North 134 feet of the East 341.70 feet c: said Southeast
quarter of the Southwest guarter of the Southwest quGrter;
Situate in the County of Spokane, State of Washington.
Page 1 oi 2
Tqdyh Qm TYne
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FW1 { fs~ne ~ Fat 1 T[bywr ~
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Order I3o. MW21080
VESTED IN:
~WAFIU, L.L.C~)
EXCEPT I013S :
1. Taxee and assessmente, if any, no search havinq been made thereof, as t-
Parcel Nos. 45213.9063 and 45213.9190.
Parcel numbers are provided from the latest Assessar's Maps available tc
the company. Said parcel numbers are not a matter of the public recorc
therefor, the company makes no assurance as to validity or accuracy
relating Chereto.
2 AGggSMEN'p pND THE TERMS AND CONDITIONS THEREOF:
BBTfnfEEN: MoBern Electric Water Company
AND: D.K. McDonald and oChers
DATED: Navember 4, 1905
RECflRDED: November 5, 1905, Book "E" of ContracLS,
page 267
RECORDTI3G RO • _ 132084
gEGApDING; Providing for construction of ditches,
flumes, water pipea, etc.; erecting poles
and electric diatributian lines, with
right of ingress and egzass to maintain
eaid pipes, lines, ete.; and providing for
],ien for unpaid charges for auch service.
3. DSSD 09 TRVST ANV TF3E TERMS AND CONDITIONS THEREOF:
GRAN'!ti►R : WAHC7, L. L. C.
TRUSTEE: pi naP Ti tla f`mmpar> >S ang
gENEgICIpRy, wrence P. Jacobs and Inta V. Jacobs
ami st Dated Au s
ORIGINAI, AM4UNT: TFI-0
DATED: M3y 14, 1997
RECORDED: May 21. 1997
RECOFtDIftG NO.: 4105205
Investigation should be made to determine the pzesent balance owed by
contacting the appzopriate lenderjagency/fndividual.
- SND OP EXCSPTxONB
T TIOAI TITLE INSURANCE COMPANY
BY 7A
For aezvice oa this order call:
(509) 922-2222 (FAX) 926-1519
Maureen Wild, Title Officer
ENCLOSUFtES : Sketch
Vasting Deed
sc Paragraphs Z and 3
Page 2 of 2
. 4105204
, 4105204 Ilip. a Rr I
• hp: I at 3 I PlmEE9 ililf Cr~~fl ~ - C~IPryf~7 9s.r~
► 5I7111991 a:l?P 1I0,0O SrwlIne Eo, iy
AFTFR RECaRDFNt3 MAFLTe: fIGIM 1[1lF GL M q Si0 Qa $oa1IN Ca. ik . ExI1ibII 1'1
YA1iU, L L.G.. ~
Hvrth 8203 I3LvisLon ~
Spokane, WA 99208 Suhject Ta. Ynd 1/2 1897 [aal estn[e G1xis und trslgntLvn asaesamenta and
~ nll fuCure Caxsa nnd asaeasmenCa Levied af[er the data of Chfs Deed
~
~ 5v6}sct To • Special Faccsqtians Na. 7 nnd 8 us descrLLed Ln that cercnin
tl[Lv [epa[C Laaued yy PLonesr Tltla Ca under cvmmitmcne Hv F•21,7314
~
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Filed for Reccrd u Rcque3l of '
Spakane Eaun[y Ti[le Gampnny
Fscrvw Num4cr, 6790
LA StatulQry VVarrarity Decd ~
T'aranias(3): lnvrenca F. Jacobs and 3nte V .lnen9a Famlly, TruaC dAted Augua[ 7,
1991
[ynniec(e). VASiU, L.L.C..
R6hccriated LcgPl. 'Chat poYCion cC Che SV 1/6 of 21-2 5 -44
Add«ional lcaai(a) aa pagc. r2 3
Assutur's Taa Paroel Numbtr[sy: 45213.9063.45713.9190
LANRENCE
'9'9FE CrRAMTORtAMINIC$ F. JAC(i85 and IH7A V. ,pACO9S FAp11LY TR115T DATSU
nuCUST 1. 1991.
forufdG3ppnfidcrsfivnad TEH lu7LLAH5 APIQ OIHER C401i AHd VALyA$1,E COHSIDERATIGH '
in hxnd ptid. ccnveya and wurscits [o vAHIl, L. L. G,
rha taltow:ng dneribed ra3 cslatc atIuatei ln Ihc Counry af 9pvkana , 5iue of Wayhing[an•
5ee Ex.hL61t 'A' retached hepeto and mada a pnrt hareai,
• ~ 970000f+O."_9
Exdan Tax Paid on~
$afe AmL Pd.
~ re
SeF Ae[mchsQ Ezhikit A
D:ted w[a 14eh day vi Nav. 1447 '8p IayrenGe F. Jacabs snd [nta 9y
Jacobs Yamily, Taust dated Auguse
a. 1991.
Inea V Jacub:, eo ruaeee
Lavrenee F Ja o6a, eoFtruatse
5'PAYB ffP CALIFll A } ~ •
Cawsfy aI t] p rri Os }
I urtify Shat E knvsr ar have saiis[acbry eridrn[e Ihal ]avir once P. Jacobc and Tnta
V Jacobs arn the penvn a who apps:rad 6sfure
" me. uW anld pcrwn a xknawldigsd thu t1te.X~igwd ihla lai¢rumeai, on ouh azascd ¢IW theY are +
auiliatiaed ta expeuls Ihe uuwmcnl arid x§nowfidgc li aa Che eo-etisseae ud
co-crusCen or [a*rranca F. Jacobs and Snca V Jacobs Family
Irust dated AuRUSt 7. J991 ,
to 6e ihe frx uW raluniary ul of auth pany [ar she u~es eses u i his rumen
Datcd Kav IC1 . 1991 ~ ~A f
~ ~r
Halary PuhIEc sn uid !er the Ssate of CALtF'[]saIlgA
Residing P3 f0:3 5 ~loik~,~[p!s L91crd '
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-a:n;- Co=pLrv So- rat fsr^Sr.hYrti, r.c:q: f~r ric 1ar.d LSl nsch tims he tiss firrt co.-
- ' '::ac:ed .:s:~: 1nCerul e'.St:;ze^ or.e. a.4eie a*..'.er t~LLI.ble ?orov'~r.lar. :n taY.e•car^_ af the traL-
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8- f=-r.E=t:er: !'a, hlr lurnS,~ ~,,~-el f."~~ t`.e ^c~ s~scti us u11 reu^e:wble tSZes be cpan Lo
` , . ..sgec ::or. ~y Gha ~5►:e: ~az~~isara~ lt' o'f3ce-u.^.•: a~sloy~e~. •
' " $ ^ it ir €ur±l:ar p~ovidsd tZa~C r.o pe:tvr. er,*,1tSed to -+aLer ux'~or LF:Ss ecr:=5:':-thakE
• , } :.?lc: F.B:m raae ta ra: nfP hls 14r,A over ar upor. ±*a ldr.rl oi ar.y aLhar pcr=an.truc thst-
tncR par.^.an !.o -;hca -na_- .r ta.r.Lxhad uralcr :f5:s thul,1 usc ast ?sls Aa^g =us°
• i wa:r- axclar.Lvoly Pcr tl:a,nur`Paeas S: Ss fu^rSt)_ad hlm; ar.s4 oal ger:'ans receirLte wa[er ~ A:
. , ur?c: ,:1s car.::uct a,;=ee :!xy r1.n11 noC ^ecaivc znir~ nn~er a: Crarstar saSd~t~er-i .:41»
. . . o: t~~r r_ii: ;'.C ^C4C:vB o: use -Sd -zr ew ra: use upnr Qny atlier 3nnst than [ho ~ tp^
, ~hSrl. :r.c r~:.a r.a^ fsrnl-wc~] a'x] 3n:er.ded tt~ Yae i~a9 p~s:~uun: to Lhiz cWS:rr.cL, ar:: tTaE
:.e:^.^.or. rTolaLtr.f: +.hts cet:,U,;t fr: Fa.r:lculnr rZs11 9,h9rebp ftarfeiL e11 TSChr V:-
• `+cr :t:1- co:::ra:t to -:mlce :rosuaurs!a: •:S^ cos::.aeC r,o lary; ea tiho se-zn ls Pet-rItte+I
thv au=o vuz iurs:i,-.rad u.r
to .,a ur.ecl~u~:o•: 1n,.C aat:er Lhar. :t~e 1a^.d to rhic?l
- ~.e: tr.:^ eocs:"cL, LriS :1:a :z„.e ~.y be :tut oPf my +~ha rnter Ca»pr~y ti11 he fully ear
~e~:a►.ca .i_o Co:.i~:J",{ ;o= i•,~ •1,.:•ru;s S: ~p .^l~tuSr, t~ere~y.
. - ' It Sr [r:+.1.c: Znr! c.:rced sY7L: the
irar.d Cvaanry xill aL Sts arn p;eper
. . a~':.s ^Yrar.r.e_prt in La rx.Scr r.; c*.ea carraaa:cd Ykth ona o: t~vra of Eltc nslls c~.1- ba'
, ° ;.~ra Co~g~rf Vl_Pare of g~r.3rhl:.g r.4tes ta- ~tocY., ctey.•stio a.^.d kou'eY:uld' s-
. sa a~ vcr7au~ cc:lpor..s w~ly rnfS,~~r.+Gs u~on :1:e land 1r.Lerdoil E+: =c
• ' • :cve_rrl'J;r :'.Sr ~•:ee=s;;~ Sr. af :a:ty ..^c~ a.ch c: 11u:ted by tt_e 3.4rd Cq-~~4,Ya _
- u.::•. tixt _re :.c.r.~9 orr: CR^ .:dl e-per.rr r~x.•[Tcier.t pipe= o: zuirr
u'! ^ --:e' • = cn v-o _a-T C'_" •?s :,e~ l° ! cw: r. rLser so :1eh uolrsL ugan each forCy -
, E :.°c »~.1~.+.:~! ~y eL;: d ;:e::z:.rey ai !'~e :.cr.r! Gcapury ray ene Clti; a.rp'. the vbr. .
'icr. slm , Li n~ tP.ei: v~ cp-,
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e_r-1 P*_og P„nze.t, so us naL .a (i1iow .
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=J~..:1;; e: u : ^s1:~.~1r ep;~i:L• Cez :o ua r.v: to a.7rMr
u" aC '_o rar , rt~e. •,c c- !n,~e: 0_1• ' . _ ^a o- _~FLSL~acs Pur:1'hcr: '~y L:_e~y' i
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ur , yir.ti: ! o-'.TPh ~'.e Lur.d :zar.'r.::-:~~1 har tu :yse~i pai~st ot' p,.:i ~Y
. • • .In•4-c~[ 57 ~se or^a: o: ~s:ers a" tr.e =~-~•at:Io3i' a~ :ulr9 :o:'•Y v,agr Crn. , a:d r.n1J
, lu!rr :u:aw.r,~r :J;r.ll kacp ~r :~:,:u:ote penonr., af ELa ca:t ef avr.!1tt°acs1:4: ra13 snter p.pea
• ' rrf! c:.ul! u,,nn •:ar.nr.d :e%nd :o S:.e rtos-pr..: rr.titlnC a::aresa S1:a exea'•R' 4! ar;~, jIScT, r~1d
' i. s,orru:~a ,~:~st nn Gl.u cotL cl:oseat are, nr::1 aDave ~i.e °~~ur~~lrra:~ slrrrtr,hS o~ xaY S~ s*s- -
i. :.,5~9 plpes to ha ex.era7ed oaar o- upatt hSF,:mm. °1 ~r,~.and Co. ~:~S~tryr .
• ' • ' ~ ~ 1-ed by t3:o pcrrer..^. r,Y.o +:e-3: ~o .•sld pipec Lo 6s u. ndcd _
reTa:f+es :a ►.~ie •5,ter Ca. n:t!~:t af xoy for tf;e purpo-e uf Aa tsf;~ 7rr nsvl acraRr. alI ;~i•
caiA 1 an awar 4=4 if i6 drsfred.
1r.s:d care:ad ay ShSs a:;=caaar.4 ■r.~! •"a*er Ca, ruy lay P 8 •
I. ir 'rr*,har w;reed .>s Sho vlLGee Co=puny +.511 furnl:+h vatu: Shroug?1 rald. pipis •
roe I:r .:a.:.s purgoaa Gtn: it ilarni:.hee rrotnr ta Cfu euid [QS'Ljl (LOrt Li'+►aLs; buS 'WOT!
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' -140a 'N6Fi tFaLBP Sa to De SLaT.had :hal] r: ShaYr d+m catC asid exgaria+, wxloa ih; ;-e-C
T, lor. o[, the +'sLer Cospar,y , eancLnsaC ruiL+.h1o fauoo Cz, ehuC-f+tSe erd oenar proper, ipp},;irr:~ ~c
cus rp nr :a prEvenC Faid nnter fror fis8tlry.
a I Tr_e ae5ua3 aatt ot fsr:sSYtslr~ ssid RaLer tiirau[{h aa1A, pjp;~a,ira?i the p0iRC44a~n~`~
-ri:,eh the Lxrsd Car,tpniqr r.ore,tricLs said p1pe~ to thn rE1A dd~6yaari Ltaata T,Aroug~e;l~~'!~r
~ Pipes snr.r.Sruc,er3 by the nater Co~r•Y Ca The axnera af uid eu~iilir~la4oTlt°:ol,.r.~~~•~~id~.
sha11 ba peld :"or 3y tihn oar$rs of cnid-lerd La Fhieh sRl+l naCor Ii,lurriia}1aa"p~~A,~a~~
to L7:a ruutier o~' aeres emned bp ~ara rLnd eueh aoeL ~tnZl bv._~~~tr
G L3aitfs
; I rcear y dur[M Che aantr at Xnreh n&ah yiar at Lhe Aaase t,Sms,A~~e
hiS;sjs't-hh0:'~~r4~-• ,
nutar ta said tan er-e Rrnets fas Lrriqotlan pu:~ranea 'na
, ritlrr9 ,~.r~i Tt.e cost a! !'~:nSstsSn~ ref,d hnLer Chroudh r.nid pig0a aF aonaLtltaCea 6]r'~hs`•~~ ,
-td lar,d So° fArr:i^hintj mtnr 6y tha 1"+aCer C_aRp4rSy thrdugh ~-IpieF+`{,~,f~.
• ~ . ~v:e- Ca,=pLr-,, tc :t
car,^~: -ir;cd 9y taid F,►r.d Car.pnry Sn «old :erpeoLire tarty 4kare trpaEel nnd th~
` : e o a<.:L a: *X a anc chnrge w'air..^.Yv :i4ld lCnd LO rhlc'fr'raid rmtar las curn1:zT.e~ thraugh ,.~:...r ''~1"
~ ~ eaLd g±pes as Vr:rr.rrcd 3y :!~r :C.C: :yL:n~l a:a! 6a paid !n t1;e ~`nLbr CeepeLtsy aL iha r+~+r r
e L:-..: :rc a..e :s_a:rr cr :a1~S a:.".er c7;r.:re 1r ~+nld, w:~l rueh rrh,sr~",e :?:nll bo n ZS~4'i'~`
. ur+pr, 4,~.e l~r.d ta -1tiSrh rser r.asr- °.1 ~:cd t::ou~;ta .:a1d Pl~~ds ro nxlorscTtd hy the'rntea'~°'
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~ ot. c~ : kr de~ .ie:ac.:r r.fl1-~r~.~: ar Ti:e ~Sir{~ar.r~a ~.1rre's;i rar"~i:a :1.nir r3g!:t tt~:p- ,
, 'I ::.:r •~:::r.c: !o :~:-etve axnte: :ro- roirF r',::c- e:a.nAr;r ?u: ruld purpa-e f.l11 L:.cy ful_7 .
• - ~ sc~.:er.sn:a r~i~ ^c- 41= tr.pa !r =n_• "-ava su-:a+lr.et= Cro:ob .
r"• • ~:e: i~.e: ~!aad ~;-e~ E t: c.: ':e "e~~.nr Can1rra:y -:111unuz reys~-C
- ` •y ; a" •erro^ u~-c~r. e^.y s13:ltr;^icr. uf ara lur.e' w~ller'.::nr. r~ gIre w-:a S.~•ct a^ he:ein
~"_t~polc^ ^li~aOl. ;:::r^ T.l:-4uisar. :'ae• r~:n4:1t1r.~ rlt•~t^:cSLy Ca° ll;rt'
:a -.cr^on u- pesc,;r a--:ir i ur.d ~
y 1 ^o:ao. ~sG refia:e
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a- Pu: iri ; uras, `P .l.e i- 1101e^ O- plnea ai
= c-•c- ~a~,:: r.,; rc S+: ~,ole~ nr,,i c;3re;: ~a aa::T se
• , - I i : i~.! 1 ~sy ~,a e rv! er C'p6er
uCti:ai
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, ' • I ~.C " R e.^. :l:e *.!•a-aen ar r.fo7c-^S
o.d •1 .horsrui~ur.
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l~:o:. Ex:nr:. r
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to: If~i.~1:~
r :.O"QS f: 0;. :i'.fIG~: :j SJ'.
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. . ::3 ~l~a:~ : L :;r ..:si~,• r lp~c T a~=~a.".o vf ^vch 1:•~:5: , ~
...^~cr ~Y lI 3e oscr.';'o: Lr^- ' '
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p enc"e er.s.'lri !o p3a:::r,r
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:i:v: :.%,e i:rr :u•~:~:- le :.y,C;. ...eY -:15 rlcrire t f.~.e
~ mx:err Za~t u- rsa e:~l•.~Sjc aC S:.e ^4^: af fr':::'•h1„
QL_, a° 'rf::i
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.cr•ar. o~°a ;.i~ce n r,::a .s•r~ •t ~.c° :a°ja.r,y i"a;herhr~l rlcr:::_..•a to r::c i
.a^ar: ^r = „ .vll _ . [,Sr! 9y :::e a:' .:Z•1• • ~7
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-_..e r~.;c- Ca: ~~.ey .r, °
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ou rsryaln u6 :Y.~
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r~ suadiTLIzlon oZ sakrl ]snd to rhish St ia fsrr.f^7sed ar.d payaLle nr.d eollec.ed et
. r the -r,ne tiaa.
r-anfh
IC 1~s l.iseher orreed aTd urd-,-.•Laed tt'at the Fster Co=pntty shall a1urLn3 the
ar ;Lnsch 1n ens$ yan.r essortaln ettd dateaslne es far s~ ~1L ann the aeturT co•t r.het Sti !
f ~ ngu .26 put to cli-ing tne cuccrerflng ,resr Sre af.lnGuirsir.g, operatitya i•nd f1rr.Lr.hing ,re
'imtar Car irxigaEivrx putpates iro= the ne11r, hore7.n aetlor.Fd Ea sa4el ten asre er6etis «c~
^
. ~ • • __y^rtively Sn =ufSiaSarti quaMitias tp +mter ~ar:e s- heraS.n prvvideda ut'.d :'so11 aG the
-tama tiae ascesCsirs eLrrl deinrmine xhat ezpensa SL rr11Y be put Lo durlnd the auGeeedir,g
• _ ' . r yaar Lar fYr°nSt,hiM irater tar daarstin, b+ausehoLd, -tark erd fire yurper--es sa herrln pra-
- ';rtded'Ehrau$ta :.nSd gipea Eo ceSd forty acre Lrncta in surticlent q~sn:lty iF ~~e ~ld j_
traet ms aacugiad by ar.e pevtors, rr.d xld 'retor CQ=par.y ~halk sc the ssme tiasa nr.esrcain i
ddter~~ye w}~at iS tti31 eo"•E La f•strlsh eAeasrlelSy tar 11GhCing puspaxea d•rrir~g the
. ~_•5 ~
. •'~Muceo"ding. ya~ ti~ eald f1►e nr'.d tea ncre tracts rospaatifveiy ln the Q•~s:3ty af ~S c~n "
j,?v+rar ta *~in ncrQ trnoEc ond 24 condla pvi*as ta ilve ucre :rco Es, assd raid retar CO*- ,
perK shall aC ihe zame Lixre ascartafn axsd detarclne what f+urther expcfit e Lt +rill b+t put
' f~
•'1 ;'~•r-r` tvMh,'YT43 the raeaeedfna Yssr 1n additinn Lc ShR expensey of furtizhl,ng asid -rscer prA
% - ~~~~~+~~~y~~zA;~y nbora r+eritlaneQ for the gu.;'Pote's abare AenSioned by rresor. a: iLs har+_tsg
, • ,
. ` ~•4~' ~;~~v l1r.~aSah,sqc~ ~di'L9aaaT ea6aF ror ir:i2etf,on gurposes La rer^ons accupySr.,; w.~ch lsnd ,
` I~ r~-~''~- `U Lr+6Ea.~Uer T~san Gcn mere iraaCa, u~ r►lsa the addiC"~onel axgoa:e i: +rill be guc to
-=rb ~ rear ~ re}s on af its fusLichLn8 ~r ator ior sS.o~: 'hautaha7d, rSoaoc-
. thd es~ccaedi~lS 3~
~i
;a'~ir:~ tin jr=pbyea a= herigin pro+ided to perrens aocupying :racta af lar:d *:mnTlkrr r.t:ar•
7~~ai.1d Sortj7•Acro.Lraeta ns harcits proY7,ded, and alnn s! Cha nme tise the rrSFr Co=Ft.ny -
e4n end datersikne ►.hat ad4lLSana1 expan-a i: rri11 be pu; Lo ds:ing the -uceee&
. . t=Y' !'~~"n` Tarrtirl►iag ■1aatricity far YigtFtirsg purpoi-at t.o persnne occupylna raisl land 9 .
• _ ~ -~~~~fLi~a~l.~er Ghea fira " taa a.arr Crneta ss harein prayldsd Sa quantStiea in
_ A V s gowar:roa-"Wh Een se3ra Lr6ot e.nd 24 caxul5,a pcwer !or esch CIYe .crw
rsan oacupylag each afssaid Stgotis' end Euah edd9tirrral oan far feu-
- y~ ctS.an Purpaeee' La`garS.iee daairing the eaaa tv srmeta ~al],-
• allaC6r SpP,~lri n3itzL und 11ltt L a:s :he lnnd Ca
er~,~+an,t~~e ti~~3~~~13R1a EE nsi a+~itinx~l eiarga cCP
h-tar;1r''ikrniehed Sn tracts lace 4Stan 10 acra Gructx, ln additfoa to v4,.st the
• ssh~rgeiof ~ya;Y!+are vl~W'nsr.hia4 *raEer ta taSd ten aar+ t:aet a9 o rshal,a rroul4 6e, er:s4 the
x~`" a nL_~of.f-iehi~` +*~Cer iar avpraLle, hauReholdi csock und [S-e psrporas iv
i~ -
• . ' r, a •
- ` LLa~diL p~sCiea des'~,th 6 - srir+a aaeupyirgs srects e~11er Ct'an fatLy acro trreets ~r ':orj!n
grc~►14ad1'rll as.n n additiatml chaxge agaAasL and lSen uPon rhe land T.a r+hlrh r.aid tirntar -
' ~,,$s lthed lo:6eaid ~ienesLio Z111.tp0e6S IIl a[i[LSLS6l6 to the ennL us'd e}•ur~-e o[ Sum1=h1rg ,
ar,per aere to ane rse:san nacupyira r.a3d fanty no:a t:neth atxl the rddlflanol
r++~ on_•~~~t~'j~'~4d w~: I
curni 'u f su4h eleatrioity Ca paraaas dotirkrs(S Lhar tame in qusr»itle~ dsr-1rerl
. - ' r , , :~y' r
~ ~~t ~ t~aat ~oS'+s~
vccupy. bsaats a=l3ar e~ eaid tire ar-~•tcn scre treaE~ fr. exeecs oC t~:a
- - • .,,x~~~ r'~-'y~'ost~'ot-~u~nS=1'~is~8 xuch eleCC:1c1Ly in T,eantiCles aaotie :3entf9r.ad t,o sxisl ten d.e1 ZIYb
ss
e xnspcel.Sroly di:Sr.a r.ald weeoedSng yeer RTukll'be iL chitrge e.gaSnst es.d lfers .
-`•,upaa.rn~d 2ard `agcugiod hy the peraan oracra~al~tusr.fhbSs~ suCltdeacaCrieSCyaSr, theyqaerr
rY`~:~,`~'f~hed;irs add'ktlan Lo Ltn alsarge per e~id Ckoa and ten aara Ca~eLn :eapeeCivn7y.
' • A: btsoY~' aer~. iaaed Ga orte persmn aeaugring
; •;e •--I6 ia further aCreed thaG ull nsacs hereln mariiorted_sshan nr.carrrnfr.ed by Wsa Fo6ar
4C=PasW. ahall ba n ASen upun the lu7td cNsraable Lhetar.iLh as harclrt p:ovSdid, urr9 uJI1F..'
. • ~;~.;ti '•^.3 ~,tsh _ auaa :Au~ 11 ha aoma duo and payu hl e t o tl.e F'o. er Coopar~ on the I r.t rlmy nt I.;•r Ll , .
: • -
,,~;,•=M °'xcrring tha Ya:th 1n:rhich Cha ano-,ust a[ the ta.:e i: esesrEnined,
the o}uxrae anch pieaa or land horcuncier aal1 r:ot ba
, . . ETf-••-:f
de:a:Clnlrc
c:~'aCmLp Y.ha varSe~sw itivat cottgo'ir.~ t)te 'are, h-st ti1.1.
_ • cr:~t. = • • -
_ , • r..cu~~r ~qca~~ary for the 'Fater Caepcsy to c •
insb a ane Saca ei li,rsd o~*na4 9y aire par::on r>iy' 8e aarr::alnnd ar:s1 de~
- ' ` • - ~-,;;,i aucL ch~ges n~ nY P ab7.u r~tinkl
bu; L~ irr.~i ar lur.rSs 4~ine1. rshieh ;ha r-ar~ St a?`~rC
, • } ;r~~t;,, _ .~e~...ired k► one gra:a cuss, tio ~ertliy the :a.c~e Sn'ea=■ fE should beeona riacccsa.y . :
, . . r;y.: •.r ' l~re doslgs'isEed 1rE cGnb rmY 'fl °e 1 . ' ,
ta,cio :a,
rALe or ai eatd ca:ts by Ltta Po.er Gampnny rS:auld ba r~ars
- w'.' • "y • - . -
_ , - • - -.,yT~ hos*ivar, tlm a~ti 6 vths ra sa-er~s~Liva 1~.r:d a~rnara a.~
, ' iban the acsursi co:t,s far a+c~i p'arpoee pravas ta s p •
~ «hall Aa rrstiitfati co r.•r ch reAate propae~Gianately an Cr.e :;c~ F~mar; 4a be
SsaEed t~:9rotry yg pnid ~.•,r L...' :wtar- ~ L.
. . aa+I■ 6y thaFS Or. tir' • h ~ ro~ :s to ur.y uP r.uld ucLst&l ca::^ n•: r;V=a ty Lha p1aCaF
. . - • •~k -ar, h..T~v.:•, tir,~ :asd`c-
_ • = Cv.-P&rCI t:hauld'p c+rO io t+a in:u°Cieic :.g!d pV:po", Ghen r.:zei ±,n GtsGL evanC oo&.h of ,
- ' . i . a^,' ~~~+i +.•V^a'3;~' ':s:ll ra_ ~aC h3- r.xs pp~Crt.
eaSd se Ld Ue c.etle
r -d v~rr:ct". T;; ~ t.l:d
- • s
-ra;~an t~'s- „r•:p"~tlcr. or ~l:o aYei1RLO:.sI CO: es.t~11•
herc vpeezi s i : !Tht P--
` , - ' • . . •1Ari'arnu~or -
` _ ' veesrarily lr.cu:.ed~by Gi.. ;".sc: Ca~ezs,y f~:^s,-'.~i:K; ru~r °t:•+:, 1:,;~r ur .%i...aSssir.t
r.
, _ • the iraLer plos:t- wr~t eloatric ,S(,,h%: u- hsreir+ r.tuted. _
, • TG Sr. fur6lsc- u:atcrrtvoi ar:•! a~anl Cl~.a nll r,a`». elue r~x hc:aae ~ae urxler
LhSt eor..rncL so sY.~ s'uter Carpn.-~I rsor the rvspea:ire a:rr;orr. oC tha lcrai rontSor.a1 ir.
' thic aon~r~t os` v~~asr.C aC :-uc:o vxgfa^-a- dn : aypZying :se.:nr, :=•ii:culnirC, :rr.nlr,g ea':r1
. . ppesctlrg «aSd rrnll:"• uryi :.uc:.ir.oa- in roaractian tr-0:err4th, Cra ~arnltl:.r~ oC xu:ar far
Srr.r,~,:San w'~ dur.oR~in 1s1-^e~a~ ussl ",-r.S:J.ir~: aloetrlc ! i~)~t~ i:nseln r.ar:Liurarf, s-}+l1
~
3e a lier upaa *.I:n lund tio n:ieh ;::r -c-_u Szi 4 i:ad ."c: Cha :sn Vo:e. Zn~
frn= -n:d rnzljaetire 3L.r.d a••::•rrr. T:a= tl:e s:`u 'uid tor.1:ect4F:c r.s~s 44r0 rlse1arrl
'Putar Ca=pc+m =Lt•• ir r4'Q 'u1d :a:,cct:ve ur u;J jS :t;ers ar c.=: is.x"tiV~ri~li:1~
. ; li:d:. or ~a:: . rua :,.v lr.::d o° lw r
rlua nLxL o'" 0-0
. - ~ 1' : oy .ultl n1:nn ht :p '.1.u onftl SI: idll~ n:~l atsn s~;6t'
a-r.ir.~ -~.tc: v: ~ • . .
. lnr::f" fty tcr o-l~ 1j~ '1'o'e
:e oP :s:r ,U61ur. Lu
i f Car~~r.,,~ anall }sc ur~lcr s•,o .r a~l13i :uca: :i=-,':, i•11~ w. .~c ..r,xrflr~r -ha11 ;e paid fn Call
Y E C:.e:Ca:`:Br '.0 .a^t: 1i.7'el^ u: _ i~a•.tl Se: _`Y~!-„ c1~..S~;Se_'~
' i 1r.aFa•!lrf; ~"oiw,-::q'it:a rra-t a Y' 4• 1•~: . , .
un:nr '.I.:~•.j.^%:t..:C lY;.! i.C : c.1[i '.u_r.i' l,i: .
o 1:3 r•c" ;f:.a a"_c: uI! : !u.-z 1' d'SCi
. , q
. . ••1 ~F.:u- r,y",~~rty S ~ !.r w: «ny J
u^ =~•u,:::'~" ~J ,.:d :~::s ur rc~aFS.'n' ory t+a:yta-e util •~ti-e Sr. nuC ,
-.i:i~~lSedien =n L:.,. . .»•.o v. ;"ar: S:-"ar,
, ~1•:, ~c: ;r. • . ir. .iJ :czpuLar sr` 4r,tarfl-'C. ln L1.rs1F••;r upur. s~i-h ~
' a: . uns thqr: a,~n:~ s c~ ^ ~ ~
' _:r: : - .ll ; ~ir.~ o v . ~
ezt~ancas n:-o u 1Sen, .o fa 11en otlSnsC runl: 1,.••~l Ca.- tlso , .
!
-'_~-L ' - ~
T2
, ~L`'.~'~ • . rtue nn~j sr.t:nld~ ar.d !r. ructl ,.i~ior a1L !:sR prortrlSr.Me I
ia.ourc or 'eirl ca'F' ar axp"•'n"~a e, ;!nC• oi Wanhir."tort tl=Rn ln ; 1 •z. era~r.sler 'hnPl ba luui ie: a:corf.+r.ce *4:h tir'~ 1rRe aC ]s■ !
. - ~arae ru- t!•e fn-e~la= ara of ra~ ~ h'~°~oce~dir.~;
rc:lar., -arvSee af preear-st ufld .he ~,lardittrtrupu lo+jl~aH h3rse u~Sr..• 9rlta -aw ~ar+t* r
. p.
or tm.ie +.nd rrturr ;r.aeea:, s! trn ler.A undor V:r s+1t, slZlAr. ar s*•IPAp:son
ar,d rtcrlf!`• 4!jE'i fr ra'o :ar!e1tP`10r S' rat hadl u11 of -thlar praeeodlrlg' :aiall zia tY,*
r.r.e ~s i.* zLL^,)rc:errtir.r- ea:e for ~a p++rPa'r or Cnroala"ur'e or ■ ra+~l ►sGnL~ mopt- ~
• • r~'0• ■~.ie~i !l^at Sn ar0t iueh reybon ttti• ~nid f~atior Co~~Y ~y jQin ct .
3 It is Cs: t.".es p:»
dcfer.=:■r.sr. :t.qrein trc a;rnera or ra'.+1 o1F gertiea irsLet'a+6ad Irs qn• or aore.a tsP'
y srntio pTcce~ e[ lund ia wilSch r,atar or elecirlo3iy if. fueniahad Por i►AY PurPos■, am =+Y
Sn ruch neCioK hare eia llern sgbir.rt each or =ld ragernLe p3 ace= of lond m~pnotlnely
Co-e^3acod und aach aC -n1d reapeaaire piaCes of lund aoad Sor tJie +twunR or 6Rs lten •r ;
n(~,iru°t Vuch respectlre piecec of lox=d, enrL 1n iuch case bhe $rnpor'CianaLR eaeta und oz- . :
icr~atelr t~yr Aaah aar~ Y;:. .
per.ees ef aatian tn ioreeRase G4Ch lSQ[Se :hFll 6a barn■ propart
of lar:4 upon n7sich a lien ir foresioaad. .
~ Zt 9r lurChar egreed shsC 3n arldltiars ta '~e re~{ttlas oaaC+~.prort~~d by atstuCa :s._:.. ••;y~ •
Lha4 c res:.onadls su= es aLiaer:ay'- iees shall ba allnxe~t arcf t~azid_ ns _aaetia in ei~Id ,iJ I
lore in fa►or af tt'.e raser Co+apr~ry and thRt t.Ffd aEtor'neYt! fraa ~~3.aL1 aWha~i' bacts' " « -
yc t nrluded nnd 3e a pu rt af the lSen ane9 ,~wl~eriE ngalrsa~ baid¢~~L►d'uPun ~rltipl~ ►,;24ea?::~ir''..a
' Sa Parecaoced, 4rx1 fn caea nore ehan ane piaea v[ Inssd la ~aii.aad pet Iuld au3L,.~%.sa.'d.-i c +
ea:-tn a*d a5tarnay'a teea ahnll be propass.icned kRairiat _ eafd TaM~upyn ir?laft'b~llie n . A i
:~~..~.v~.=:. ~.;7 •
larcc'_oged raro r+rd serE eliks. .,-~y,.;-:z_;~a:,r-•:
3L la fu:'Chor ~rsed srat Che Land Cvmpe,nr wl1l~ sr4LAirt a$aaecitabl~~Hti$t~~~~ "
at!e- dir,piry; end equipnlna er+p wtll or ar11s !qr tR• gujrp0t~e'AlDrrRald'~*5ta
liqer to tfsa Fo-.er Carsparry r deed or daadz eonroyind We land upati *hiah°R
afcated *.a tha ^atrr Ca=party. :3wld de^.d to enbraa• idt'ench ti611 i~b~'.
in rqinee Corm aurro.uxilng tnid xell, of rrhiah e:aid rel l R hou l d brt he-o a C S~ ir u h I i a
batxeen -n id Lond ac^.A *bL or ComPn
S,, i e h d e c r 1 or e e e d s c e r s+ e y l a g Its i d l a n d s r h a 2 k br ex ec u ted nci 2ater~•.~x~e
r rcr.U.s attGr nash o' rald respactira xel;a tc 3e aor.reyed are oontctucGad bifld ~It~~:f
Perl 3y the Land Casp~',y• w'r:!.t~t.
Y~~~.. ~ .
It f:- fu:tFer er,reed that :'~s ~,arsd Co=puy r, :?ialll ~arai das~ horetry';g'IT~Ea ~o' ~
Yh:sr Corrpnry' a+er rrd olor.g arFy c1lLett car-ysr.a ;mEat~ [ar lrei(laC.lcn purpoai~i~..a{`a.
y
LSnea a rieht oC ir.r:er., nrd eareas ta, SrcA eLesd upon ELa lar.~t a~rer ~Sch auc~r dliahw'!--~ ~
I rvnr.' t,a o ruf[iclrr.t dirLanca an eash sSda u! anSd tEIEzh :a garesxC r.n1A ►hEer;Cci~ia~"'`° r.
~:eep rald diter Sr. ~epnir nrrl La r.nf,r.Ga1n Llse razsa ir. Goad eanr3lLlon, ard nI_o+8z1m=
~ :Lnr rSchs [o: ~Pe glrpa-e o! 1.cepini; zoid xeter plp05 112-ed foP da:..a»t7.a puspcebsv ~
' rnfd polea hr`s1 r.f-or seed fa: zsrr.lshir.c It~h;,
Sr, rood :tgallr atxl ear.AlGlnriy b~sC eai6 ~ r4
gr~a~rirg.°.._'= ~
' Cor.par--)' ya do r.o 11e-7-ene sa -uid ldnsl uver Nhich 1: geps or La t~Fe crap5
reen cxre •
~ x`~ a• nuy oe et~-olr;ely nect:sut^j La Reep nr.~l twinS,nLn eaid di'~shasr pipas;
P:1e- ar-d -rlrs~ lr. aoad ;el+uSr d.d cor,+ilii9n; a-d !Y,in rx;ht lrr tT[e rater Co~rpar.~{ s_jia7.1.'<~~r'~•`
~ ae b1reLr.a or, !!:e ~;-,~r.:ee~ ~rxl xheSr 'ueceasara Sn !^*eFer.E af the i.ard Conpsry ~hetJler~_`~"`
~ r rpecSi3_ally r
erLlor:ed ir. the deed vg car.ve;~.cr or nat a,recI shall run rikh t?+e lar.d.
~ -+-r
~ %t fsrLhrr ua~rer~toor! ,o~za nt;:end t*a; =r.~r lnr.d zox v~ed or f~eraatCer vxmad.br •i.
! :t:+~ 3s:.C Ca~==rJ r.h1c: 1t ear.vey.^. Ca tAe :^aid ff'atBr Co=gory Sr. cotsnpcElon'w4Ch .:sSd rreLls ~
fl: d:tct;e~r Lrd LU lnr:d tYut 1z ncm Owr-ed or herenC:ar olrrr:ad D¢ t~ :?.•nd Campuxy and
plattcd 4:^.+,_er:,:unrE n- a21uy by :Te I.cnd CaaQursy or 3tr :u^.ee^anrs Sn Siii.~~t:y•'=-'-' ~~*z,i
wA vr;• -,rl u.Ll 1br.A ^aT or F.erc`r:ar crr:ed hy thn i:q=;smry xhich 1z hePd fnr ume or ks,-;rra
u:ed fc- cleet:Ss :wll.-oerS r.;rt uf xayi ,-J;oll be ezs.:pt frud ar,~ p;r31on af :ald cas:* ' ,,•5`~;~
ar.ri cxP-c^ ro: or oC Lrie
_ ps:patez
Yerexr, cbo.e acr.ior.ed ;a Le Stsclrn,i~.u ~y F.i~e ~'ater ,•,.z ;w„~.;,
- cn~par,~ ,x.d t,t^st r.arc o* Lhc expcnMes 1r.cs:-s1S by 'L1ia ary af Y;e p~ar- ~.-y ~c~
- paca- k.e:elr. ~.cr.;Po^rrt r11411 Se a Slea u on a •_Lr
lu-t ~e::in~:as! * P ry of A~r.d held or used for as~r uf :aLd ~i
. Pu:pa~~Y, h~~rC .haG 1r. fSClrir.g the ae:eane Copay ihe exgenses o[ softl
~ ~'v.:e: canpea°,r Y~e.elr. pra^r;ded all lands or.r.ed 6y ttie *"atcr CatEpar7 ond ali lards Used ` . A. '
- ~ cr :1cld fo- r.!reet. raed, nIle'/ or rnllrand pa^goaar :lisYk r.nt hc. includ~d +~e:eL~s.
• L6 ir. rar:l:c: ssz~ie:-toe~ p r~Closs
r.cl
~ or da:.c»tle Ypspo:ar. ar n:rorts£e af SC e ei ~rnter far lrsl
::an ~ry ce
elec:-lcf.t
~ Y !ar 1i~{I:tir~; pJrgesee .-.hould ex1zt _
~re nt~Ceva- 1*.n6 She v'aSer Cosparr :]iuI.7l rr,nt Le 3Sable Lhe:efar ~o lor.g as -~T
:Ya ratc: rp.:pcnyn c.: snrd n"il =ea~urabla cara er,d elfort^ :o ivrr,l:h ~ald trn.err srxl
1=r,rt herein P:prlcieds rsn-1 ir. :;.ich e+cn. ^LCh xuCer ar.d liSht nn
~ay ae turnishr3
~ :c ~5:-!-;h~.rd p-~ ry,:r. a^.re ;a f..*.e va-;ou~ ea':tltled !Aareto um5cr RT.tz can- - _ '
• i .:G _
. :s lr F-cy irlyd :r.c: ir. :
t.re cry ar.e o" 'h.e Pcrrcr.z senslvir.g elec:;SoSty
LFI
• :~I:::s°ti; lr~t:ro^" ~...iC~ ~ eOrLSa~, de~irsa ta:a lS~l:t~ :h.t *.Tc
~o^ e
Ca
~ ~w1.~FO-~~'r5 St.e :b:.a :o e':en fo~ t3:c 4:~un1 ~xaera ca~;, eP tu~~! -FSr.~; :ha ~a~.a L-y* trr
~ ;hcr si: ovi-ler:, ?;mr~rc~ C`n~ • ` `~~y , '
• ~ach perSen u.^.:r.~; alecL:Ic;r.? e r Cf.ts
1-zto11 u.t hlr. ~o~ exoerse u.:~:ar : c.-ir :e. Sr{; .t~e :J u
~.rsur.: at Rl eeC: £aitv
~ ,~vd :J r:~, Lrsl--Id up:c- ~rell LL nll reaeor.uS3e~+.ac.ea Oa a_r,nr, !,a Lr.•s.ect:on 7y Lne
~ 'rc;r- •a••Yt::Jr C.•''Cir'~ 'g:vtw'S:L ur•f: eC91a•e9-.
L: S: ~_-Gh•~ a-oT_c:esl •,:y: f
i caeh r.error. u1rar.c~1n3 1 [roA F.:oc Lun•[ Co,e.ry
'~ori h;s ~;ux;:;; :are !u ll pay~e~ ;1'.c,=e o:
~a• a1v :s1 ^!acY o_ rald T'm:er Ca~ r ' tip aC:e -
ff.4'a~i:~ J.e [.e,rd : ar ec~h oc: e oP lnrsd .'.5 ar.ned 3~y hfa e-r1 r,t4 '
':R11 ~v a+r.a~ oc~.r,y. iC bol:,~; il.e 1.^..er,L !qs .°uSd .4 ~r 1sr.d 'i;S n.;'^oenen! L"1.: r.u1~3 `tocl: '
vrr" hy ~o[ '.he lur.ct ~ e.
co=•^rcd a a";-e ~ar.t cr'A 9 ~
y r. -
f ar ;e:-a
-
j~e: - a:`3Cr E7ar,1• •«~•ge.^+:~f 'hayl? ~cl! o: r!1~~a.-e o' ;arid
~t . :od: Ca
r d orc °ru-,~ far eeac~:ta ~e ~'e::on r,snr Y o ^ald rsah 2,rsl v~r,r3 oraly
. -a ro:r4*a z'•c :°i:i 3-~r ,*,Sa~ .e
1 OL. .~_11 PA:ereoy Fu^_'eit ~.11
; LY.• ~aee? anrr` ct e~dl r.a.: teS '0 10r,; L.• te Fen'i'1 to be
oC a;: rt s u:" 1•~S .^:r.ad 6y :iz cf ! o t`.c
. a-" rr r~t.l'A r~dr~ :ell~rr hl'~ o: !.1' li.~a k~r,,' by L::; t..
SnL.:r.t+I ard'isr.__r.ir; •wl:l^e.'.o.- cr:t w_u~ i'r: ~~•ti,..;o- :e ~o^'. c:
_ . . ~
, . •
. , ti., • ,
ea , r •
. ; • -
~
• r poses an the 2uz-1^ Y.erelr, ayaTa p:-oriqerl. ° ?L 1t f_-ttu: cr'-ard Q-% sry pe-•pn '
. Psrer-Laird: a+iY af tt.re 1~rd'
;,A.-sacsar.s rra= the Lar:a Cam-p4P-y ar sr.y ar ite _uccer.r. r~ q~ aorstrC b~r tti
ri~agea af recoSr3r.~; r+~ayar far SgsCiaS: u~d cf~est~-o La. ~ 0 3~L
Frt- -
on.ly lparx the eorliitlor. ;hct ha at r,r:C 'a7e t,lse
fe~ d aacocs ~.r;er o. er.•
. e'ase a2 the ca~il:al s!Orc of ^aic +'a+,~- Cceertty orcfi cro aI tes:d pl-etwredy
If u.r.yr pe:sasi ::hould Eauscha=a 1e,s thes: Ir. ec:e o' lurld !r. one l:act ra r&..ll ]e-
, fare rre r-hall be emitlad :n -dte: e,r:e lighy jnrter this ear.,ruct pyeawe Li:e ort;o, oP ,Pro% .
parGione;e :he:e af sCaey in sa1eS ratnr Gonn,ssy Ca +,he --orr.t aI 1r.r.A u:c.Ks~sr1 rSa.
• T~ is fu=ther inr~n-r.caart ff,r:~1 nrrred t.ia, ra- tr.e P ~ i
, aer.L LSe recar.d gurtSaa hare rlepnc$tad ~rl:« Y.r.e Lhi:d rt~py'e af c■r:yfr.n aat l.::s
aLaci a[ ~J=e y'aLer C~PAr:Y, atd LSia aid Lrr.rt ea paY~'1~ srare~ ot e ra.pL:~p, ~
to ta:~s aves Le .t~.es usc:xcr.er ~ !:aZ the Y 3s ~ereay su+hori=r~i~4 ai:~.tssl p 3
P c. lur.d ~ a~ar„~ :caea Sr, r~.icl n-er Cy.~~,-3^ qr.
Mar . • LY:aehacad ►ri6hvaL char ;ef r~eP1a3 ..'pcSS Gf 'aid 1°ntar *°=Pbry' "ar ench e.~e af Lrrd eq ~ R
" ~ e C1se L~nd Ca S~Sd Nac7e o the p~~:ch..ecr o. 'n;d lard, hrvt far S~'~• 1C «a~. • j
• Pa= ~~v+ naY ~Ye Waad ^COrSc cuL up Lr.to re;t,l:SaaLey o! :uah slze a c~~ ~ I
• toe f1L, hut the r.ecortd r: rLTes t.twil A,ere nL dU Llaes thn r16hti *a ra: u I
turned over byr Lhea La :.•.e ~vrd Campany ;~hlah ha- nat Eecose *,"e x ° 11 ~C.Ee '4oelc z i
ehaset-s af lcnd fro.. Slie i.ar:d :oepuitr es Y.ereln sbors prorided,eGusl prape~ty o: p• ~
Tr erfi{ paxsari ta nham rratae' far lrr"lrutlors ok dor-ecrt;a P1rpor.ea a: c1ec:ri^l'.Y :ar ' .
ZIgT1S'STe(j j1iE^flW:C6 ele Lo Ee r,.,,:s.zr:sd. ul:rJet- ttlla aereeaany "ar er., ; ra-or. faila a: r.eCYec+F €
..La cotty+ly rrY*.h ihis ni;raenccst ar. hl= pnrC by not pronarly u^Sr,g ard corirg fas cmid +ecter I
• i .
''~er:tworcidxver~usaa~:pne~laataa~yyPaY ni't3ust ra7'Zorrehey.saec i, car:traijr *.o Jhiz na, vo-. p
~ • . tsi:,~lrr~ Lhe auma a~ e~itwted by the pater CoaF~y „hLey~ C~r~r'1on o-f the co~ of ~
, sstin7. r+nde th.s PSater Co a e k:e11 6e~e:r1 erlt
, • P ~Y ~ nF s'7 ar+d in Scaardu:ce +s],th the acCuel facta, o- er"a Ln
•E - r.rsy a*.T.ex respcct foils or no({lests Co oauply, witr, thio: e3reencr.t ar. hiz pert erLer re- f ~ y~• 'k °.4uezt br Cha Neter Campassy that hs do :c, the puter Car'Pe+7r cza ehut art suid _va:er, eYr
rtr1Qlty or a3+Ches of Lhem ar4 refura to fur::ich the =a.e tio tuch
Pergert 4i11 .=1ch ger- ~
zoq dues ro=pJy wSth t.his egraeac:: c+t: hIs part, L.r.d doea [ully ecuoarrate r.l;c r6ter :OC-
pnrqr for a~sW ISar.&ge it hss r~LsLair.ed trermuae of rin n,riavcnlinr:re hereidttl.
It ia Ca:Lher urrlersraoA urid oC:eerl thm. !!ie or,•Seer- d:d ai;ents aP the fu:sr Coc- ~
porW ZiLy at alA :cur.nrk.Gle tirsos ga upan arrv u[ Li.Q r:ar preef:ct
s+hla}: e3eetrl^1sy Sr farnirhed rrjrrusr:t xo this corr.ruet er o ~ .
. nl p"sni^trr cove-cd =y ,':lr
car.tracG for .ha purpana a[ or.cc:S.ainSr.3 cr;4 s:o:e:-lr.ir.,; ivhcS!jrr .2P -~L :i+~s Car.:;~acL An. ~
ba3rte eo:.plled vrLLh by L!w ovnor~ eC •aSh cer:d or r,1.e rersor.z !o rYtifch ~.y M,tpr g6r ary R
gayrPose op elee:resSty far ~s~r p-frj a-e Lr f-^r,isned urrle: 4.rsi^ r.or..r~et, r~t mwcer:aL^.- ~ •
Sr~g vheL~I:e- or naL cuch pa-rnr."- r.o urir,g vr ratcirTr.,~ ruett r1n:r^ or t.ec[^iC1:y Vra cn~
~ 1 nit1. trlr enr:t~ncti on .Pe3r r.~ crxl i: C.r
3 r l "~sAi pc:~nr. o- e1s^- -
trlclEy fr- r.~ p~rl~mr-a urvla: tLS- aor.::ac: eloe_ na: cvr?1j r.16h ::c :ar_r
~ • C`'~ Lhia eprzt_~ : o:: t~Se. parG oc :o~Mcrt~ sa tier.~!
't : ie* ir.^~rtc;Sor.,• ^6Sa n;e C ~
~ :rr 4 ehut off anc di«co~:ir.ue fu:rS-hira :aeT: r,rr,~; u- rle_t°.c:t• ~ aypc,r.y
~!111 ^uch t1=e ~s t;-'Lch pe;-
~ . ~r tan Gr rarsamn tfoe« ca=.ply nT tl: :hl - erat• : 6 =i -rrR tjliy ury •InJS,'e 7'a:cr Cannnnry .-~y :.7Lve ~
custeSnad : cor.ar: of thir no.^-ee..~p1lnr,ac Fare-_Vti. . -
It lr ftart?:er ur:latRtoat errP arracd .1:m: t':c~~'u:cr Co~~.S' -Y '::aL ur f e- a: '
i~ ; , . •
11ghE at ory t.lt.e, ten~o:u:ily,;'o: •~•c pu.-:arr o"
s -St'.G :e~~: :
a: rk..,Il -s^Lorc w:r
-J;::eane +sC saor. c- !t porribdy can do ro.
_ • ; =gi ' EL 1a ^.s4.'hat urrlc:^Looci erd C. :ev3 tte.: '-rl.e:• :hi:: c,sr.!::>ct
"purposea iz La bc lurr.S^::~_° .:...:-a jiy c,n? rsJ;°s•: e."
• ' 7~ ~i . penr, ttsaL 1Sr;trt, ir. ! o 90 i:c!!^a :s; o:s a,r,e'aer..' +.u :Ln: ! ^a r_nd
t~ eo 9r .'i'ricre~l ~_L e= •~ca- I
•.~i7~F~ , t3a nrx] hausrehalr9 ~~^jrc..te
v! 1
Yt !z fu'thor tussPer:t.nod rx] +.j;.ce4i ..31 the 1-rur5 :irr Sn rbr.:-6:t s'.n.:l ,
! ba LlrrIleyy upan :hs :+ir.poei.ira(purxler. rcrrto e.;xi .nc.r ru-::nrru:s 1r :r.:e:rr:, ha
zdmlrii,strnLars nrsl a•rSr nr, nrrS~-:taL i L11 cav cN„r.t- rerein cvn=,rJ• ^~.;Er urrlYll ~,ftt
• -g~;~~ • a?.ell far c11 gurpa:~ei be ena^I+Serild ur eov^rtr.L:^ :sr.r.ir.,; -SUi ,::r ? : ~ -
ur, d w:r! 1r.•t ;r:~ ur~r. ~
,
' • the ormerr ai' c.ha la:d cvveral hy tidr. a•rec°nr.t.
-F . • Sn T~fCr.o-r: nha-oof Gtie cu.rt1e4 ?:areto *L•ra csa=lsdn .:.~r y..- rss_cr.t :ha
• • yeas ti;--t ubora syrittar..
- . . . ~u•]~s--; i. ~:iar. ,.rfS l.e,r.rs
• • :,sr~.r~a r fI. l..I:~:cl.,. ~ur. • -
'S ~sufnrn ErrS;sciar. ~ •
~ r nd Land Cc=vnKy, Sr.- i-or.ulr[
CarpvrLEed
" ~ i: • . kn ne~ ma•:~I ~i*C'~ ~ ~ .
i:hy.; • . ` ..ld ' -
fi. i..~~;o in.'or, t
C. .'unfnan
° i H,~Inrr. F1a:Sria T-'wier.t F1oe~Si^. r"uSVr Conpnr.y -
. rLtor L.r: u~a~•~Irs- R.I..i!utiehinsqn • ~
cv:~~cn:te~9 1W5I 1':c-idenC. • .
. ,
jea1.
...~s.~r ..s 3ac:•er.b,y. ~
y~r.-[ ~r ',~Tr ..~sr, a .
u
n V. raaemborecl, ilint on iliic Cth day eC-
~ fluv ~-:5or 1..U~ I -W)i b afoYe pa, .Ta1tn E- iioppfl ~*C
F e tloil.y-y PubPio~ ln uztid Zo: ',laa :M'1 County•'4'~,i
~r° ,.~vly aasr_-~r.atrrnc=IJ ..-crVti nnc: r,saliCl~r:~ ~er'afl:rlZ~ ~p~anrad T6.A. IfJiahinnor.
•v • • p, • , - ' = {t~'+'~ - - "`~++G
`-k t W ~ . ~
4105205 4105205
P~ge: 10! 1 P►Sr: i ol 1
~TER BEI:ORDSNCi MAfL 70 ~ DS18S)199~ 01;1~P 65f71+1?9i 64:~
PIAI.:1[iLE6~lYf OS 114.07 WuN Q. A Pi9M iYilf MM aT i11.90 ioetvW Ca. A
Spvkana Gounty Title Camgprty
H. J01O NormandLe, 5ulee 103
Spakana, vA 99201 . Mie 3arxk re.taae3 ta 1n khLs ao[omiber* Ss A--ittiri as ra13ows:
2Yiat pcrt3on vt Yhe Harfheaft 3uarter of the Souttr~.~-,t ~artDY of the
Svjttwest quat4eC of Sectivn 23, Towrmhiip 25 Nosth, Rarqe 44 East oz thz
wil laxssrt#n AG•sriri3ssn, In spokag (,}mr7ty Wash{~ descxibed aS fol'iL]W':
Seginnirg at a poin"t 20 feet Scu4~ta arei 341.,43 f¢et WeSi- of the 7iOrthe3sE
rcmer aP sa]d }iortheast qvarter7
ther,ne wask Orr a].ine gasaLle.E saith ars3 20 feet Sausth saP tke Narth k3ne
of saiR3 „*ti^~..,rt*st quart.er, 160.71 Peat:
thessce Scukkx to a point m the Sauth If.re of sa.id Nottheast artnr
Fi4ed for Rcaord as Rcquui of 160.85 feet Ea.st of the Sorhl,r.aerh CoTrieL Ch@$wf:
S,pakane County Tltle Company thenz:3 'kast a1,0[kg S]1t$ Satstil ltm tP a pi9i[Lt 341,70 feQt West QE thE
F.icrow Number 5790 SoLrtheasE ~e-g, of sd.'Ld Ho~ds$
tharre tkxth t1] the Poi11C Q~ ; •
DEED OF TRUSt' Also, the soutteast q=ter of the soutlnwesk rnur-er ag the Scuthwest
.'AA3(4 dFor wr in rhr rrars oJ H'oshlnaron 4nfp) quarter of Sgetim 21, 3GwaLtrlg 25 Host3i, RatSye 44 ES+&I, S11 Spakane CotmtY
Cranfar(s): v,4Hi1, i..L.C.. fLRWRENLE E.7Cs~PP Washirrjtm;
334 feet thrstaof:
GnnIcc(s): Bene~nary - 6Ail~6HG6 F. 3RC~6B5 assd IHTA 'V, ,]AC665 FAl1iLY SRL$T DATES AND E)= tbp- fa5t 20 feet thezwf:
Al1CL15T 7, 1441 , Tnutec - Plonesc Tiitle Campany-Spckana AND EX= the Njrty 134 fe2t qP the 'Fast 341.30 feet of S3L[Y $duYheaSt
A66rerimed Legsl: T1ist porclcn of the 5N 1/4 vC 21-25-44 quarter qg thq Scu;%s.~---~-t quartp-r aP Che usxftln,res°t quartes.
Addiifvnil legal(s' an page."Z' I{
Aastawr'a Tax Pascal Piumbcr(s) 45213.9663, 45213 4140 7nx ^it k{a. 45217,4390, 45213.9067
7}3L5 DEED (7F TRVSP, made lh's luthday nP [iay, 1997, beswcen M1tAR1, L. L. C, „
GIiAFl7pR, wtwse xldress is Horth 8205 QLvisian, Spok.aae, vA 9920& FSanser Iitle
Gaapany-5pv,&na TRUS'CEE, whou addreu Is 521 Weat Fic+t Avanue, Spvkana, VA
19204 ud LARRiC$ F. lACOfiS and INLA V. dACOBS FAlSILY TRUSi NhIED AlICi15T 7,
1941 . 6EMEFI[[ARY, w'hoae addrsas b 5 5 3 klllle Lde Qriva, C lovasdale, G! 954 25,
W3TNF.SSFT}3; Grancoe hcss6y batgsins, xlls, uW a:nreys ia Trusice #n iruu, with powu of yile, the
foliawing descr~hcd exal pteperty dn SpakanaCavn[y, WzshingSon.
5ea Exhi6[t 'A' attached hereto and madn a pore hersnf _
I
1'he SeneficLaC}1 ahall axetssCe a paCGIa1 recanveyance upan Cfie sain uE
indLniduaL late Eor the jwa of SLx ThaLLmand and ne/LDOcha ($5, OpQ Op) per
Tat.
wh:ch rral propeny is aat uscd pnruipslly ior agrrcuIwral or Iarmina purpnscs• svgciher wiils a1l ihe
ieremehu, hereaiitsacnte, and appurtenanen now er heeuRcr thersunm bclvngmg vr in any mise
appcnainirsg, and the ernrs, iuucs, ud profiss iherwf.
ThG deW ks fne Ute puspote of ucuring pcrfurmsnce af rxh i,greemens of Gran[en cerun
mnLmned, and paymsnl af Iha wm vf ONE HSlNI1R$6 EtGFPT THOU5ANQ ANG 110/100 6a11ars IS
LflB, 000.041 wuh 3nseruE, in aocvnlznce wuh lAC SCfi1LS bf a pmmissury nois of even daie hcrewfEh,
payahle la 9rmficVary ar nrdsa. and made by Grantar. wW aE1 rcm-als, modiriutianp aqd e[sensiqn3
ihcreuf. and slm sueh funhcr surstf a.t map bc advsnccd or lam[d by &"!'rjacy ta Grsmvr, ar any of Lhns
r auccemn ar assigru, [ogcsher wilh interuL 4he[caa u fur.ti ntc u€hsly 6e 2grced upon,
Tv prwcss ihc accurily of thls Lle[d pf Trust. Grantnr cnvcnnnll mnu5 a6rcca'
I Tv kce8 dw PrDpcKI ln ga.f rn.d'uan •n1 ftp6; m puma ev rnmzmi dytre*: n cate*k wy bu.klmF. mvsryn, - imprnr~n
Edal bYW !er ebx9 W 6i WL4 drrten: m-"nre u7 bu". @+mare, p i., : urcma -h:k pw~ ls ~m.; 1 i
ar eecrcred, aM bwud9 `ffi an 14w. otImser.em, uNywN, ee-mal rmeditlew 4 mwetlons aifreveq d.e prepemr,
} Tn wy hefnn delmyww all h.Nl n:n 6.d ninmau uW4 d~a ~anYi 1b lup dn p'eFsrry hw mid ekse of ~ Dd+sT
" durysf. lem w.... ..xe~ ir-uuiq O+a reurrr nI d3n dead W TrvaL
7 Ta Ssrp 4 6,344qp ~ er trerea[nr -d aw Mt p-M"ry dewn'hel Fe+cin wmumuwYy wwisd ~=uw hsu b' Ms w eshsr
hmrdi In m omoms uoe ko N.n dw reett dshi aocursd b]r rbB Dad of Tm a. Ap pdkfn Jv31 5e bsU 6y Yr 9enfkia7, u.l tc fn
Ra maTi.u a. am:rKuly my :Pimt, w m,. Io„ pLy,ws nw u c■ amiklary. „ b, umreu mr "i,. .rd euA w
m. oarve. 7n..,mmismi mir«~s vriJ.r .wl kimo,r„nom poiKr mr ee ,ppara ropm .4y Inreememai, bc" „cu i, auih p,ck, ,
»+hs ecnellcrry oh.p eeumam soen ,ixilis.rim by ft aenefrpr ry smu ons nwE nr,ny omcmSNyi w e-lvi.
Ihn OeaC of7iu4 In 8K nm of faanciaanr. W dolf old.r CN,mne+' Minsniuae pd'sia men ia fares clWl pay. b Ae puKt~d
u ew fonmc►nunt U4.
~ te defad aay Knea m MamedloI p++Pa+ing n a7m Cw ascray hrml m CM r41m w qr-n e! 6ercCeisry ar Tmwe. r+.f w
Lp9-2l
} 4145204
- • , _ • - ~ Piyc: 7 ef 3
• . i 45INfi~1T f~;1]P
- PIK RH iif fAIPATf n 1100) Saaltru W. 1N
'!he }.ard xp-femed ta in frhss =xmCta-t is descxibed as fallws:
Illat porti.on oP the tiorkheast quartp-r oP the SvuttnresG quaxtas af the
Soutta.,-~st qu=ter o! Sectf.sn 21, 'PmsLshig 25 North, R"e 44 Fa.`t af the
WM3mette kkridian, 1n Spo)arse QustY'WashitY~ described - fo11all"a=
8aqimnir; at a poix:t 20 feet SmLtti ard 341.43 feet West aP the Norttseast
oarner of Sa1d Hortheast quart+st:
thenaa Fkst ma liaxi pvxaLlel wS,th and 20 fr.p-t sosth of the Norkh lir+e
ot said 7trxtbea,st qIuYtnr. 160.7I teet7
ther°rce Sasth to epoisst on the Seut11 $3.[se 9f sa.id Hart'heast quaxter
160.85 feet ~."t at the Southwest c3meS thereaPi
therc3 aLst alcng r.aid Ssaatts 1ire ta a p❑int 341.70 Eeet West aP the
Scuthea5t r..4.-r aP satd HorChea.>^t qu~rtec
f3ienee dkr7.:t1s Cn tYia pofsek of begisin.irr3sRLst], the sc.ttbeeLst qcarteX oL the SavtSzwest quarte-r eaL the Seut?n-t
qurtnr of :aectlon 21, Ttwrmhip 25 Hasttl„ Razx,}e 44 545, 1[s Spdcarle Cci'srtY
E~C ~Scuth 334 feet the~reaf;
ANC1 E7CCEPr the East 20 £mt thereoL'f
~r AM] f7CCEFr tbrs ldvzth 134 dep-t aC the East 741.70 feet vC said SouCheast
. quartr ai tY+o. &:.th-"`t quar'ter at the Savthwest 3uz-rar.
~ Tax .*:t to. 45213.9790, 45213.4063
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Bs.a ~ M !`►f! I d TRAHSNATI(HV TITLE IHSlIRA1~CE COMF'ANY
C ~(E ~ ~
SB S~,
KR% U ~ Thfs skeleh is prpwided, wilhouC charge, ivr our
a', ~ ~lnfarmaliorr f€ 35 naf in3ended ta shaw ali matfers
T
9Z o~ rePaSed tfl the prophrly incluslrng, 6ul nnt limded lo,
d ~ ] erca, dimensions, easemenfs, ersraachmen}s or
~ ~J •
4- ~ ~ lacatian af 6aundarses, It is not part oP, nor does it
6jz
0 me~ddy, ttie cemmitment or pv;icy tv Mhich il ka
attached Fhe Cnmpany assumec Np LIABILiTY LU any ;
rAatier ralated 10 thlc sketch Relcrenrs shnul-i 6e i
~ ~'t 1 . 7, „ made to an accurate s{irvey for fs~riher If1If1[fR811qt1
o ~ P 3 aa • s,,P_d9S _ ~ 4. "~v ~ ~ ,
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f r•w ~ 1-L::: °17'.' pl~»'C~..P~ ~Y7. r.~P S:
. Jq 'J'B "4i~ zDC'.:`e.'.: a.!'.-C!, C JL U^R °+e :C.`
' . - . . •4 _Ca.,r{; t rroa,;.~+ °~irl r~!pez ru: Sr^i ;u%5ar p~rpaecs ar .'ar ~r~tis:pare r.r.u:a^er exceyt',•a;
• ; f!Loe: ` reu~e]:Q1rJ e<<l ~lo~n:lc ule' 6':r! c:cti:.~st:1_::~; Pp,:e, ~sl ~ r per~ar, vial~tf w e
. - r p:ovT°'.ar.n oC 'lsir cflr.::ucC !n nrry af :ha uboae aer.?ior_ee pe-r.icult.72 Sr.e:aby rartr_,;s
, " . j Gll :Sr arf:e- t:tl^ Crc6:;~c: :a acrive ~rQbnr «h:ough ar F.-~f.=. s6ld pTpas :lll asCh S.L:.a
• ° • c~ he ~'ks•'ully cn=Va^sated the water =o=per:y ;he^eCor. F
• 4 iL 1n ue: artd E h.S;A c-..' cr e6 : L!. i..:.~ [I lFit1C« fS: donestlc u_^.e, •+.ec`r., S:, e a:.d
' h4ucqrold 11-rpoaon nhall 5e(f1-L:nisha! bJ c70 :'s,a: CoapLL.y er.e° tY.us, the ?°r.tar Co~ar~r
- s1aF3,aa n[r-%rt af E3:a e^Lfmate :a 'oe raAe D' 1t sS~rlna :Fe aanr.h oC 2m-c:y i:s eac` Ye&:
° . • ro_ 1::3{;nClan purPd'ino Ir%cluc1+ Sr, nserl ewCSn..:e +t.e gart. at the expe^cezz Tar :3M;a1--
. int; '-ater t1=raa(;h 'alA p3pAa :a r a'- ^:S:' doter':1_, hou"hold ar:A :L=e pu=iaaen, urxl s'':e
- ` ae~a r-t.all ~c n~l?ed to wui :~rle e pu~ a: uce chnr3e r6- i.-l~btiars purpases er.d -hai1
' . bQ paid at, y'A •als6 ti=e gLni f,tselsded 1n the e--tSna:a rar Sr^iratiaa V-~:pnnes. i
• It :s further. uliia:^Saod or:d ar,=ead tha, t,:.a Lnr:d Comp,,rty s:11l e.t q"s: paop-r aay'C or.d expente cnn^srucL rurh poles ns =my ae e:ocesssrj flva: nrd ue:aas S-1ch pr-r%_ ;
y
ar r_h8 ,sa:d coveresY ga CISs u+irencgn; aa SL =+y dec^ zto.•E wlvi.^a'alei u'd rSll a: S:e ~
.
. c~rn enst and expenma at6och '•o Sald pele3 .-1Ch elactsfc rri=ex as r.c,y be r,eceEzary :a cm
z.y, elect.rSaity over nnd L?tirnu{~~s the :.tie to anclx Cive ~.J ! en cc: ct:act of Lar~ e- n1at- r
L
tes4 by the gared Cogpotqr assd oo=ared try t'Lts af7roment ns ;-ill dz.s: ir.G roeh n&oht C:iz rus:=
" darm ta iunrir.e fest'r.i=]T Af+ ce,rrlYe parrer electr3a 1SatNt to enzh :ars acre .rmet at lprsd ~or-
. - • are4 by th±s ~.~:=aeaenL +-nri ~Vs'r'SstY 24 cassdlo pc~+er rlectria 3YghS. :i:lr4 the snac ti-e :o '
' eQth flYe ae:e Cro-sL• LYwt i« ta Sa+r ft cSxn1l iurnfllh xrires Go car:y else;:icl:y Sr_ :40 i
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• ~ r ~ h 41ni~ ~tv x1~1c3► ra.id Land Camp y t•'• .
suoh ten aere trnat Co the pain+G o: galnt.% ta whSsh 16 St desi:ed
. r~'~Y diSQhea ira= L 9p6
AurPcae vf I:riauCir.9
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• s.c:-or.~ c:sr~ra~;h r.vcl~ rlit.),-" conr.tnscted by P.Yti^. i"n:~1r Co=j~nry ~ti~r::uLr.G Lo : r.ions
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rf tru-
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MRY-i1-1998 12:23 INLRND PACIFIC ENG P.01
IN'LAND PACTF'IC ENGINEERINGr
7+47 West 7tii Avenue, Suite 240
S►pvkane,WA 99204
TelephoneQ (509) 458-6840 FAX: (549) 458-6844
~AX TRANSNIITTAL
Na OF PAcEs: dlww (~cludin$ ~verpage)
DATE:
~ -6011 1.
?O: r,. FAX M
CO~►'IPAI+~°: . PH[~i+~E ~ ~ ~ .
Fit+UM: J4lB
PHf.].lECT NAME: ~
QRIGIN~L IN MAIL: (3 YES ~ ND
NUTES:
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~I~A'LI~ ~ '~4~ . +~Y ~
~@:IFURM5IFAXSI°'~EE'C.~3'°~D
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F4AY-11-1998 12;24 INLANDFACIFIC ENG • P.02
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` i ~ rr MAY CONC&`I'. ~
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~ I bave remived a co" vf the new 1ayatd for Madvwlads
,
} SvbdiNisim sad wdustmd dW the crigW pkmod Wreb wiU ~o
ImLgcr be deve[Qped or i.mprvved.
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~ a MRS. LF. .rACOBS
. ~ 5&3 HRLSi4E tPR.
G'LOIERl3ALE. CA ~i
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S~' G) 1~ N E C~~'U N T Y
DIVISIt7T+1 OF ENGINEERIh?G ANS7 AOAC)S + A 17iVISiC7N QF THE PLfBLIC LMC]RICS 13EPRRTMENT
William sY Jahns, P.E.. County Ers$'sneer Dennis M. Scatt, E, Darecsar
August 18, 199$
5usan Nlur°phy, E.I.T.
Inland Pacific Engineering
707 W 7th Avenue, Suite 240
Spnkane, WA 99204
R.e Rvad &Drainage Comments 1 for Meadawlarad, P-18[}8
Susan,
In campliance with Spokane County's regulatrans for review and approval of subdivisi6n
documents, the Sp❑kane Gounty Engineer has completed a review of the road and
draiuzage plans for this pro}ect. The foiflawing items must be addressed priar t❑ aGCeptance
vfthese plans '
1 Note the widths of a[l prvpased Type 1 curb inlets on the plans
2. Because the cul de sac an the east terminus of 15`h Avenue is a permanent
imprawement, the b' ssdewalk must extend around tit tv the point shawn as "F" esn
yaur plan.
3. fln the 120' Avenue ancf Fierce ftaad cross-sections, show the easement widths as 19,
and 18', respectiuely Cln che f:rlenn Road cross-section, shvw the easement watith as
i 4', instead of 13' .
4, Qn the Pond U defiail, checlc the rim elevation shawn for tlae drywell It appears ta be
about 1.4' tvo high
5 if STI is ,performing the dnspectians, yvu may submit a cvpy ofthe cantract shvwing
the estimated cost for the seruices This arnaunt will need to be bvnded for prior ta
acceptance of the raad plans
+6. Piease submit swale cm-oss-sections and drywell details to accampar►y the lvt plans
which have these improvements on them T'he plans should be ❑n 11"xl7" paper, and
should be stamped by a PE
T have aiso calculated the canstruction band for the praject, totaling $176,600 This
surety needs to he filed befare finalizativn of the p1at, tf the improvemerits have nat heen
completed at that paint.
1026 W. Sroadway Ave. • Spokane, WA 9926M170 1 (509] 456-3600 FAX. (509) 324-3418 Z°DB. (509) 324-3156
Please call i£ you have questions
Sincerely, .
5pvlane Co+anty Engineers
Doug Busko, P.E.
Plans Review Engineer
C° Mike Hume, Spnnsor
F-I$08 Projecc Frle
eatc! Construction Banci 6stimate