25925 PE-1414C RIVERWALK
~
ENGINEERT S REVIEW sHEET
AS BLIILT PLAI+iS RECEIVED
PLAT FILE #PE- 1 414C -81
Retatea Fite !1 t )
AARI7i # { 3
Date to lteview #
Tlate to AA & T3R Time
Date Received 01 l2311996
Project Narne RIVERWALK 4TH ADI) No. Lots Ncr. Acres
Range - 7'ownship - Section
55083.9052
SITE ADURESS EBARKERfN NIISSION PARCET.,
A,pplicant's Name DEAN-HqllSLEY Phone #
Addcess Phone 2#f
FLOaD ZONE Yes W S Schnol 355 Date Conditivns Matled
Billing Name MARK HAItiTCDCK Qwner Engineer
Address T}EAN HQT]SELY C❑ Address ComPany INLAND PACIFIC EN(iINEERi
16720 NE 116TH Address 707 W 7TH AVE STE 200
REDMC]ND WA 98452 SPOKANE WA 99204
Signed EZ) DEAN PhQns
Phane 206}869-6618 PhanelFA% 458-6$4() FAX 458-6844
aate
Building Cancact Person: Phanc # 456-3675.
IDale 5ubmitted I Qescrtiption 1 tnirials
G
0112411995 DATE FEES RECETwED
A 1 I?ATE PRIi3RITY FEES RECE1VELl GOPY TO ACCDUN"fiNG
FINAL PLAT FEES CDMPLETEI] & CQPY TO ACCOUN'1'TN ~
1 1 NUTICE `FQ PUBLIC #13 4 5 COMPLETED - CJR 1VEEDS TO BE SI(iNEU
GESIGN DEVIA7'IQN 5UF3MlTTEDITJATE COMPLETED - MAPLED ~ 1'`~PI-7~
J ! ALTERATIC]N TO F°L..,AT - SLOGKS & LOTS
BOIVD C UAIVTITIES Ff31t URA[NA('rE ITEIVI LALCULATE'D
1 1 DATE BOND RECEIVED - BOND All+'IDUNT 1tECEIVED `
DATE BOND REI..EASEI7 -DATE AS HIJILT RD F'LANS _1_! I
HEARING EXAM AFPRffVEi3 IENIED 'PEALE]] BCC
APPEf1LEIa PRC1lECT 4PPR{3VEI7 ENIET]
1 1 STAMPEI3 MYLARS TO PERMIT TECHNTCIAN (SYLfSUZANIVE) I
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1 1 STAMPEL} 208 LOT PLANS TO AL]MINISTRATI'dE A55ISTANT (SANllY)
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BEFO~E S~OKHNE LOV NTY PLAL\ 1,\INL7 ~
IN THE MATTER (3F GaANTTNG AN CX'TENSIC}N- )
aF-TxME REQvEsTEn FOR PE-1414e81 1 PUDE-1-82 1)
ZE-92-81, „RIVERWALK" (PREVtavSr.Y "RIWERVVA"Y VILLn") }
AN APPROVE'[1 PRELIMINARY PLAT, JF'RELTMINARY ) FINL]IN.C'.xS 4]F FACT, .
FLAN[tPED Ui'+TIT DEVELOPMENT ANti ZCJNE CNA11IG'E ~ CONCLCI5IUNS t"1ND
AND ) QECISI[]N
GRANTING APPROVAL iC1F REVI$Ep PRELIMTNARY ) r
PLA'T AND PRELIMINARY FUU SI'TE DEVELC3PNIEfV'I' )
PLAN FOR "RIV~RWALK". )
THxS MbTTETt, a request €car an exkensian of time fram Michael A. Hunt pursuant to aletter dated
August 16, 1994, has been recetved and decided uppn (after an extensive review, redesign and
cogt'dinaCiDI1 wiCh the appliCat1t's engineers and tlhe uariQUS agencies), pursuant tv Spvkane Cvunty
Subdi►aision cegulation {Chapter ITTl, Sectian G}, Spokane County Zoning Code and RCW
58 17.P4d}.
ANU THIS MATTER, a request fvr appraval of a°Reuised Preliminary PIat and Preliminary Site
I]evelvpment Plan (PllD) of RFVERV{JALK" (paeviously Riverway Villa) as submitted by Inland
Pacific Engiraeerirtg vn NIay 19, 1995.
FINl]INGS OF F'ACT ANI] CONCLUSi[3NS
1. The individual signireg below has been praperly delegated the respvnsibility for rendering
this decisivn by Spokane Ctaunty PlaLrming.
2. Ttte prapvsal for the tirme extension is 1vGafed soukh of both the 5pvkane River and the
Washrngtan State Parks department's Centenniai Taail groperty, east of arad adjacent to
8arker Road, and north of and adjacent to Missivn Aaenue in Sectian 8, Township ZS
North, Range 45 E.W'.M., Spokane Cvunty, Washingtan.
3. 'I'he Fretiminary Plat and F'reliminary Planned Unit Develvpment (PllD) plans were
apprvved by the Hearing Exarniner Cammittee an Apri12, 1982. The develogment then
consisted of a tnanufactured home subdivision vn 118 acres Fvr 3651aCs including apen
space and vne cvmmercial lot. The prelirninarryy p9at apprvval a]sv incFuded a rezone fram
Agricultearal (A) ta Residential Manufactured Home (RMH) with a(PLJJU) Overlay zone and
tv Cammercial (C) under the now exgired, Spokane Cownty Zoning C1rdinance. Such zvne
reclassificativns are accomplished aus each phase of the preliarrinary plat is finalized and
recorded wit'h the Caunty Auditor. Nv portivn cr£ the praject has been recarcled iv date.
4. The PreIiminary PYat, FUD and Zvne Change vriginal apprvvals were, in part, based on an
Environnnental Impact Statement (EZS) prepared fvr ihe prvposed project. However,
numerous cFranges have occurred since 1982, which require mitigaking mea,.sures as new
canditians of approval.
5. The Findings of the A,ugust 5, 1993, Time Extensivn decision are included by reference
with this aclion tv assure clarificatian of the belcaw findings, decisivn and conditivns.
6. At the time of the preliminary apgrovals, Aprii 2, 1982, the Cvmprehensfve Flan
designated this area as URBAN Category. The lvcativn is within the Priority Sewer SerVice
Area {P55A} and the Aqitifer Sensitive Area (ASA) Qverlay Zone. The Comprehensive
Plan was adopted late 19$0 with an effective date of ]anuary 1, 1981. The llRBAN
designativn has remained the same since the 1982 preliminary apprvuals. The appraved
original plans and zvne changes continue ta conform ta the adapted Camgrehensive Plan,
incIuding the tVlay 19, 1995, Rerrised Preliminary Plans.
7. Ore Fe}aruary 24, 1983, the sponsar submicted aFinal PUI7 Site Qevelapment Plan for the
saufhern gortian (5112) of the praject attd requested achange of conditivn to pastpvne the
Final Pllp hearing of the narthem pvrtivn (N112) fvr three {3} years. The request vvas
approued by the Hearing Examiner Committee (HEC) ❑n ApriI 14, 1983. The approved
Final PUD Site Develvpment P1an far the 5112 of the site cansisted of a maxirritam of 17$
lats an approximately 50 acres, which exclucled the grogvsed cvmmercial property at the
southwest cvrner. 1'he agprvVed Fina1 S112 FUD Site Develapment Plan was diffezent
frarn the Preliminary PLID L7evelaprnent F'lan starriped "Received 1VQVernber 12, 1981.,,
Larger residential lots, consolidated open space, elimination of recreativnal improvements
and redesign of the tQads were approved in 1383. The HEC apprvved a redesign of the
PUD that clearly deviated fram the origgnaF cvnceptual °prelitninary PL317" map stamped
"Received Nvvember 12, 1981." The rernaining N 1/2 of the Prelimanary FUL) was
conditianed tv acquixe Final PUD 5ite llewelapment Plan approual no later than May 1,
1986. .Afker Che PZanning Departtment senC alate Expiration P+3atice tn the spvnsor, a Time
r r
lune 14, 1995, Extension of Ttme Fire No. PE-1414-81 1 Page 2
and a Revised Preliminary I'lat l PU17 P[7I]E-1-$21 ZE-92-81
7. conlinued
Extension Application was accepted 3uly 1986, prvicessed, public ncatice given and the
prvject was granted apgrvval approximately C}ctober 1186. TherefQre, this deadline was
administratively (see Finding Na 8,, 10. and 11. belaw) extended whictZ fallowed wikh
faur additivnal adrninistrative time extensivns (see Finding No. 12. betvw). As a conditian
of the last Time Extension appcoved on August 5, 1943, a one (1) year deadZine was
impased vn this nvrth Final PLIp 5ite Development PIan approval wsth an expiration date
of September 1, 1994.
fln March 24, 1394, be£vre the above expiratian date fvr the north Firtal PUD, the sponsor
submitted an averall (N112 attd S 1!2) Final PUD Site L]evelopment Flan for administrative
reGiew and approual along with this time ex[ensivn application. Since that submittal the
spansar has prvposed and received administrative appraval to subznit areVised vverall
"prteliminary FCIL]," which improves the 1vt desigrt, apen space and raad design. May 19,
1935, (vver one year later) the revfsed "preliminary PUD° was submitted and will be made
part of this Cime extensian decisivn kv create a clear recard of the "rewASed preliniinary plat„
and the "revised preliminary PLTD."
8. C]n October 22, 1985, with Resvlution Number 85-0900 the Board of Couaaty
Cormniissioners adopted the new Spakane Cvunty Zcrning Cvde to be effective January 1,
1986. The new Chapter 14.704, Planned Unit Develvpment (PUD) Overlay Zone,
estatrlished an administratrve process tv apprvve Finai PUi] site plans. The previous
Zvning Ordinance taad sequired public hearings beFvre the Hearang Examtnex Cannmittee tv
apprvve Final PUD site plans.
9. The project area was zvned Agricultural (A) at the time of the Apri12, 1982, preliminary
apprvuals. The existing zoning of the prvperty described in Che applicatian is presently
zcaned Urban Residential-3.5 {UR.-3.5}, previvusly established as Agracultural (A) zvning
in 1957 (ZE-286-57) and redesignated ta UR-3.5 vn ]atauary 1, 1991, consistent wiKh the
PROGRAM To IMPLEiwENTT THE SFOKANE CO[]NTY ZaNmIG CODE. Nvte, a5 each phase
of the prelinainary plat as finalized and recvrded with #he County Auditor the existing UR-
3.5 zaning vvill be reclassified tv cvmply with the ariginal zane change appraval vn April 2,
1982, pursuant khe PROGFtAM TO IMPLEMENfi. rhe project area with the oId appraved
Residential Mobil Hame (FtMH) Zone wi11 be substituted with the presenl Urban
Residentiar-7 (UR-7) and the present PUD overlay zvne The old appaoved C'grnmercial
(C) Zone wiI1 be substituted with the preserat Cammunaty Business (B-2). Any
develvpment of rhe praposed plat and planned uniC development will need ka conform with
the cuarent Zaning, FZanned Unit Develvpment, and Subdiussion standards. Fursuant Cv
RCW 58.17.195 the revised propnsal as conditivned will conform tv the requirements of
the appraved zone change to UR-7 Zane with PUp Overlay Zone and the B-2 Zcane.
I0. Match 18, 1986, Spokane Cvunty advpted specific criteria for administratively cvnsidering
the Extensivn of Time xegarding the expiratian of prelinunary subdivisivns. Extensicrn aF
time decisions nQ longer requ'rre a public hearing befvre t'he I-IEC. The time extension
criteria is found in Chapter TIT, SeGtivn Gof the Spokane Count,y 5ubdivxsivn Ortiinance
(Baard of County Cvmmissianer Resolutivn Nurnber 86-0246).
11. Dctober 1986, the Planning I3epartment granteri its first administrative {withQUt pubpic
hearing} tirne extensian for 2 years underr Che authority of Chapter III, Sectivn G of the
amended Spokane County Subdivisivn Ordinance. This 1986 ExtensiQn of Time approva9
armended and extended the previaus cvnditaons of apprvval regarding all specific deadiines
of the Apri1 14, 1985, Hearing Exarniner ~ornmittee decision. This deadline extension
included the N112 Final FUD deadline of N1ay 1, 1985 (see Finding Nv. 7. aboae).
12. This Time Extensican applicativn is the seventh (7th) request fvr a time extension. The total
life of the Prelimanary Plat, PUL7 and Zone Change has been 13 years and 2 manths:
• Aprt1 19$2 to Apci! 1983 ....Prelirninary apprsavals - I-TEG
• April 1983 to April 1986............ ...3 Years grarated with change of cvnditivns -H.EC
• Nov 19$6 ta pec 1988 --2 years {see Finding Nv. 11. above} - Flng. Uept,
• Dec 19$8 to ]an 1990 2 years - Ping. Dept.
•]an 1990 tv Jan 1992 2 Years - P1ng. Dept.
■ Tan 1992 to Jan 1993------------ 1 year - Ping. Dept.
March 4, 1993 Time Extension Denied fvr lack of prcagress
NTarch 12, 1993 Appeal of Denial and additianal infarmativn provided
May 24, 1993 Tame Extension adrninistratively Approved with updated cvnditions
7une 3, 1993 Apgeal of new and updated canditions-of-approvaI
Aug 19, 1993 Hearing Exan-dner Comrniittee public hearang schedured and advertised
July 1993 additivnal infarmativn provided
July 27, 1993 appeal wathdrawn by Jim Reuter
TuIy 29, 1993 withdrawal conFrmed by ,proyect Iegai cvuncrl, F. J. Dullanty, Jr.
Aug 5, 1993 adminzstratiVely atnended the May 24, 1993'I'ime Extenslvn canditions
• Aeagust 1993 Tv September 1994.. 1 year - P1ng. Dept.
August 23, 1993 HEC withdrawal of appeal aRDER (see Finding Na. 13. below)
• i
° .Fune 14, 1393, Ektension of Time File Nv. PE-1414-5 I 1 'Fage 3
and a Revised Pretiminary Plat 1 PUD PTJF3E-1-821 ZE-92-51
12. continued
The abvve stated cturcanology does not include the grocessing time fvr ►aahich approval had
lapsed during teview ar agpeal of deeisions forr each time extension reqraest. Camplete and
ticmely requests for any future time extensivns shall be consistent uiith RC:W 59.17.140 and
Spvkane County Planning Subdivision Ordinance. Timely requests for consideration vf
time extensivns are the applieantfdevelvper's responsihility as natices vf expiratian of
approval by Spokane County Pianning are not reguparly provided. When said notices are
prvvgded they are done so vnly an a cvurfesy basds.
13. The appeal af the candrtivns of approval added tv the adrrainistrative May 24, 1993, Time
Extension approval was advertised and scheduled for the August 19, 1993 Hearing
Exarniner Cvtnmittee (HEC) public hearing. Due to subsequent arnendrnents made to these
cvnditions in the admiraistrative August 5, 1993, Tkme Extension appraval, the appellant,
Tim Reutes, vvithdrew his appeaI by 3etter dated ]uly 27, 1993, as did the prvject attvmeys
by letter dated 7uly 29, 1993. This appeal agenda item was not presented at the A,ugust 19,
1993, HEC hearing, Later, an August 23, 1993, the Hearing Examiner Cvrrrmattee si,gned
FINd1NGS C3F FAC'T, CC3NCLUSIDNS ANQ [3RDER which 5tates.
ORpER "The Hearing Exraminer Commr'xree pisrsuant fio tl:e above Frndirags of Frrct
and Conclersion, accepts the wrthrlrawal hy ,7ain Reurer, of the applicatiora Qf lhe
Preliindrrury Pdat of PE-1414-$1 described r"n the capplacarion known aRiverway Vadlrr. "
M[7TIC]N "UNANlM(l(15 T(3 APPROVE T"I-IE W1TNDlRAWAL QF T'HE FRELlMINARY
PL4T OF R1VER4[u"AY VILLA APVfl RENDER TNE FR'ELIMINAR Y FL,AT ANLI APpEAL pF
THE EXTLNSICIN QF TdME iVT]LL ANLl VOID. "
This arder and mQtian was based an Finding No. 2, whiGh incorrectlw stafes:
"2. On July 29, 1993, Spokane County Plartriing received a written request,fram the
appellanx, .Tarn Reuter, ro withdraw the prelrminary pfat af Rivenvay Vflla. Tlae
Hearin$ Examtner Committee, by accepting tlte vvitl7drcarual, renders the prelimanrzry
plai cand appead of the extensian of rime nufl and vaid. "
The eVadence within file PE-1414-$1, InCI[1d1[]~ the WlthdI'a11Val ]etEEfss indieates the
Preliminary P2at and PT,IU sponsors clearly intended to keep the project alive and, in faci,
vnly Xequested to vrl-HDRAVV'['HE APPE,4L from the August 19, 1993, HEC hearing
agenda, since the issues witb the conditinns af approval had been administratively tesalved
with the County Prvsecutar"s Dffice and Speakane Cvunty Planning administrativn. Whil'e
the August 23, 1993, Hea..ring Examiner Committe~ FTNDiNG5 OF FACT, CONCLU5dDN5
ANa nRDER cvuld have been written riavre clearly, all reFerences fa withdrawal wnlies
Qnlv ta the anneal and nvt the oVerafl preliminary apprvvals.
14. This dewelvpmenk and its approvals have exceeded ats four (4) year grace perdod {the first 3
year expiratian perzod and 1 additiQnal year} where additional cvnditions cannvt }ae applied
ta ihe vriginal apprvvaI, as provided in RCW 58.17.140, EXTE1v51oN5. A11 time
extensions thereafter may have additsvnal conditions vf approval added ar ugdated as each
subsequent tinne extensian is granted. The upgrad'rng vf canditions ativws Spokane
County kv bring deuelvpnnent approvals intv compliance with present advpted policy and
regulations while adaressing current conditians and resalvrng cun-ent problems or iangacts.
15. The appfieativn fvr this time extensian has been evaluated using ihe belvw adopted criteria.
These crdteria are found in Chapter HI, SectiQn G vf the Spvkane County Subdivision
Clrtiinance and have been used as abasis for this time extensian aecision.
Sectian C; states; Approucrl of a,preliminary subdivision shald utrtvmatieally exptr-e three
years afrer pretimanary approval ts granted unless a time exten.rivrz es applted for. " and
fallonjs with "Upon appllcativn far time extension, tlie Planning Uirector or designee may
admincstratively approve extensions for u,p to iliree (3) year peraods prouided at least one Of
the,fol2awrng carcarmstcrnces is,foarnd to aPpIy:
1. Thrzt saine po,►iivrz of the existing predifrainarypIat has been firaalized srnce the last
extensiorz was grcanted und tlie remaining lots woulct, form a unded development
cartsrstent watli the orrginal approval
RESPUNSC: Nv portion vf tlzc site has been finalized or recorded a5 afinal pIat.
Howeuec, Phase 1(40 lvts in the southwest Gorner with a public sewer system and
excluding the commercial site) as presently being reviewed fvr Fina1 Plat approval to be
recorded with the Caunty Atirditor.
2. 7'Ftar the preliminary pTrrr as approued reniains cansistent with the Generalized
Cornprehensive Plurc, f'r~r Spokane Catinty ansafar as density and other dewelapment
provrsiQras apply, and the sponsar has taken substantiad s,te,ps towucaYds finaltZing his
plat, tvhieh shczll irtclude but not be limited to:
` June 14, 1995, Extensiran of Time File No PE- k 414-81 1 Page 4
and a Revised Preliminary PIat 1 FiTI] F'LTDE- 1 -821 ZE-92-8 P
15. continued
2. continteed
a. surveying fhe lots tivithira the deuelapment,
b. arrangiragfor public seruices ta d:e site,
c. obraining raecessaryfittancing fsY a1l or aportion of the prelintinary pdat,
d. the complet€crri of studies ar c►ther requirerr3ents w3z[ch were part of preliminary
pfat apprr vad.
RESPUNSE: Cvrrespondence from Nvrth Tdaha Enganeering dated August 16, 1994,
indicates that progress has been made towards finalizing the pxvject. Tne progress is
summarized as:
a. Sun+ey caIculations of the entire first 37 (now 40) 1ot FinaZ Plat Map lhave heen
perfarrnied.
b. Puhlsc utilities to the site have heen arranged.
c. Cvnstructivn financing has been secured and is in place pending celease of canstructian
permits by the Sgokane Cvunty Engineering Departrnent.
d. SanitarS+ Sewer Tanprovement Plans including Zift station design haue been snbmitted to
the Spakane Cvunty Utilities L7epartment.
f. Ttte Final P[3D Pian fvr the southerly 1►'2 of Riverway Viila has been apprvried and the
nartherly 1I2 has been submm3tted for adaninastrative review artd approval as pravided fQr
in Chapter 14.704, Planned Unit D+evelvpment (PUI7) Overlay Zone of the Spvkane
County Zoraing Code.
g. The mitigativn agreement with the Central Valley Schaol Distnict has been executed
h. Landscapang plans for Indiana Aveneze have heen submitted.
i. The draft decParation of covenants, cgnditians and restricticrns, articles of incarporativra
and bylaws have been submatted.
j. 5oils testing has heen completed the results of which have been iracgrporated into the
redesign of street and stvrm drain p1ans.
5ince the abvve August 16, 1994, leiter, Noxth Idaho Engineering antl Inland Pacifc
Engineering indicates that addifivnal pxvgtess has been rnade:
1. The water plan far the first phase has been approved. The water system with fire
hydrants have been instaaled fgr the frst phase. Consvlidated Irrigativn Water Uistrict
has accepted the water system and the contractor is has completed tfie pressure tests and
was in the prvicess of flushing the system to pass health tests.
2. A dryline sewer system has been instarled far the first phase.
3. Engineering design and plans have been prepared and submitted tv WSDOT for baring
under the freeway. WSI]CT has apprvved a boring pernut.
4. Engineering design and plans have been prepared arid submitted to WSDOT fflr Barker
& Freeway snterchange right tum lane improvements. WSD(3T has approved the 1-90
easibvund right turn Iane pem-it.
5. Electric, cable and gas utilities have been installed far the first phase.
6. Street grading frar the first phase is Garnpleted arad "red top° surveyed and stalced ready
for asphalt.
7. Curb fornns ttave been partially znstalled atvng Indiana for the first phase. It was "red
top" surveyed and staked ready For asphalt.
8. A model hvme buiPding perm,it was issued arsd was being constructed.
9. Redesign of the "prelirrranary piat" and "preIiminary PUD" plans are cvmplete.
3. Tfzat at the trrrre nredcminary apprr va! was granted, develaprnent of the praFo.rad was
coyzditioned upat: tlze exderrsion raftaeblic .rervices kvllich are not yet availahfe. 771is
prrvr.sion shalL not apply ta puGlic utility extensian wlaich the project spansrr wauld
norma!!y fund
RESpONSE: Thss condition does ncrt app1y ta the first 38 lvts hawever the deueloper
has as indicated ira the August 16, 1994, North Idaho Engineering letker that preparatian of
plans and dvcumenis ta facilitate future phases have been expedited, includ°rng public sewer
for the enCite project.
16. Spokane Cvunty Planning daes find that the applicant has taken significant steps to rinwize
all phases of the prelitninary plat of record prirar tQ the 5eptemberr 1, 1994, expirativn of the
preceding time extensivn (6th extension). T)uring this p.resent time extensivn review period
additional progress has a1so been made as indicated in FiNDUrG 15. above. The present
vwners have purchased the entire preIiminary plat The sewer system has been designed,
sized and parc.ially installed to serve the entire prelirninary p9at, eansiderable engitteering
has been accomplished and is cnrrently underway far a majvr portion of the preliritinary
plat and a redesign of the pretirninary plaVPuU has been ccrrnpleted. TherefQre the
applicantlawner has dernonstrated sufficieRt prvgress to carraply with the requirernents of
Ghapter III, Sectian 0, of the Spvkane Counry 5ubd'xvision Orrdinance far extending the
expirakpon date of the preliminary approvals for three years.
' ]iane 14, I995, Extensaon of Time File Nn FE- 141 d-$1 ! Pagc 5
and a Revised Preliminat-y Flat 1 PUO P[ llJE-1-821 ZE_92_8r
17. Additional condgtions for this time extension have been recommended by lhe varivus
reViewing agettcies and departments, including Spakane Caunty Planning, the Cvunty
Divisivn of Engineering and Rvads, the Caunty Uivision of Cltilities, ttte County Health
l]istrict the County divisivn of Buildings, the Washington State Department of
Transportativn, Central Valley School Discrict, ihe County Pat'ks Departrnent and Fire
F7istrict Nv. l. Said conditions shall be included in the appropriate seGtions of this decision
and sha11 not preclude previaus conditivns of approVal far time extensions unless
specifically sfiated. If conditions conflici, the mvst current conditivn shaPl agply,
18. T'he 5pokane County Parks Department has cammented on the prvpvsed Prelirrinary Plat
and PUU tiane extension pur5uant a Petter dated February 15, 1995. The Parks Depa.rtment
has requested a voluntary agreement he cvraipleted between the Farks Uepart.rnent and the
properEy owner to mitigate impacts tv the Caunty Park system. A previous February 1,
1995, letter from P"arks Directvr, Sarn Angvve, aIso indacates their desire tv purchase 7.4
acres of the PUT3 vpen space adjacent the Centennial T'rail at the north end of the project.
CaUnry legal counsel has indicated such agreements nnay be zequired. 5pokane CQUrety
Pranning recnmmends the property vwner negotiate with the Spokane County Parks
Departrnent to provide far apprvpriate capital faciliiies as required by the Revised Code of
Washingtan (RCW) 58.17.110. Apprvrral of this tirne extension shaLild include conditions
requiring that provisivns for apprvpriate facilities be in place grivr tv recording this Final
Plat in the form of dedicakion of pat'k 1and vr a written agreement between the owner and
the Spakane Cvunty Parks Departaneret. Note, prcaperty from this prvject alrang the
Spokane River was dedicated to Washington State Parks for the Centennial Trail.
19. The Central Valley Sctaavl District Nv. 356 has cotn.mented on the proposed Prelirrinary
FFat and PUU time extensian pursuant a letter dated Feksriaary 21, 1995. The District has
indieated that existing schoQl facilities are inadequate to serue the proposed plat and PLTL)
ana wishes to negotiate with the vwner to provide adequate eapitaEl facilities as required by
the Revised Code of Washingtvn {RCW} 58.17.110. Review by County Iegal counsel
indicates the cvnditiQn requested by the School District can be required fnr deve2apments.
Approval of this time extensivn shvuld include conditions requiring that proVisivns fvr
appropriate facilnties be in place priar to recording the Fina1 Plat in the Fartn of a written
agreement between the vwrter and the schocal district. Note, the schavI district indicates
there is an existing signed agreement. However, the request tv add the stantiard candiCion
wili assure that the existing and signed agreement vvi1I cantinue to be required and
maintapned tliraughout the finalizativn of this prafect.
20. The fo]Pawing facts and conclusions are alsv releVant.
a. The applicanntlawner should eontiriue to shvw substantaal progress toward
complying with Chapter 111, 5ectivn G, of the Subdivisivn flrdinanee before
requesting an additional extension of time for the remaining phases of tPae appraved
Prelirrainary Plat 1PUD which have not been filed.
b. By reference Fuq]DINGS of all previaus approvals are specificalIy sncorpvrated herein
unless vtherwise skated. An attempt ro inclutle all previaus artd applicable Spvkane
Caunty Pranning Ca1vDrT'[ONS vF APPRt7WAL within chis time extension has been
rnade by Spokane County P1anning. I]ue tv the eomplex nature of this file
vmissions may have vccurred. If further ciarification rs necessary regarding
previous conditioris, the file xecard and dvcuments cvntinue tv be the authtarity and
shall be tased tv resolve such questivnsldeterminations.
c. A gart of tlae nvrthem porC'rmn of the approved preliminary plat of recard fe11 under
the Jurisdictivn of the Washington Stake Shvreline Manageatxtent Act, RCW 90.58,
and xhe Spokane Cvunfiy Shoreline Fragram,WAC 173-19-400. Creation of the
Washingtvn 5tate eentennial Trail alvng the 5pvkane RiVer h~s remowed pottions
of the vciginal site frann Shvreline jurisdiction. Review of the Revised k'i7D site
plan fvr the nvrthem pvrtivn of the preliminasy plat shaws the portions of the s`rte
that is sti11 wichin the Shorelknes area, designated "Canservancy." AbcaUt 15 of the
proposed lots are partly within this 200 fovt shorePine hvundary4 hvwever, each of
these lots has a buiPding site that es outsicle the 200 foot bvundary.
d. The site is Iocated within an area of Spakane Cvvnty which was remaVed fram the
sevver exemption area on 3uly 1, 1994 by the Washingtvn State Health Baard
pursuant to WAC 246-272-100. The site is alsca lacated ►uithin the Privrity Sewer
Ser►aice Area (PSSA). Any futtare time extension requests may be affected by the
new exerraption bvundary; however, the proJect is tv be served by public sevver.
21. The site is lcrcated within the Public Transit Benefit Area (PTBA). Route # 18, Broadway
Feeder, provides ConnecCing serrfice to the Valley Park and Ride lat located vn University
Avenue and 4th Avenue.
-
7une 14, 1995, Extension QF 1'ame File No. PE-1 4P 4-$1 1 Page 6
and a Revfsed Preliminary Platl PUD PLIDE-1-821 ZE-92-81
22. The Spokane Caunty Arterial Road P2an identifies Barker Raad as a PRiNCTPLE ARTERFAL.
and Mission Auenue as a NIINOR ARTERIAi.,. The existing roadway widths are ineonsistent
with that sprecified in the adapted Arterial Road PIan. In order to innplemenk the Plan the
County Engineer has reyuesfed a 5 fvat resen+e strip alvng $arker Rvad and a 10 Faot
reserve strip alang Missian Avenue ta be designated as a Future Acquisition Area.
PreZimanafy plat apprvval also required dedicativn of an additional 15 t"eet of righk-of-way
an Barker Aventze and dedication of 10 feet on MissiQn Road. Sicfewalks are required
along these arterial roads fronting and within the plat.
The Washington State Uepattment of Transpartatian has recommended conditians to
mitigate impacts tv the Barleer Raad and xnterstate-90 interchange. Thvse reGammendations
have been incarporated intv this d'ecision.
The Spakane Cvunty Engineering L)epartment has rnet witla the devetopez^s representative
and reached an agreemenYunderstanding with regards to phas'rng and develapment related
improvernents tv Barker Rvad and Missivrr Avenue. That understanding and conditions
theneof haue tseen incvrpvrated 'anto the Engineer's conditivns as set fvrth in this document.
23. The propvsed plat wx11 be served by a public urater system. Waste water disposal will be as
aut'hvriaed by the Director of Ukxiities, which invatves an approved public sewer system
with pressunzed lines ta the sevver trunkline svuth of Interstate 90.
24. Recognizing the cvnditions of approval and 5pokane Caunty develvprnent standards,
appcopriate provisivns have been tnade ta ensure the gublic health, safety and general
welfaP-e and that the public use and interest wi1i be served by plating the prapased
su6divisivn as conditivned.
The subdivisivn praposal is generaIJy coMSistent with RCW 58.17 and the County
subdivisiern regulatiorts, gromoting t.he public health, safety and general welfare in
accordance with standards estabiished by the state and Spvkane County. Spokane Cvunty
F'lanning has cvnsidered tFte provisian of public facilities cited in RCVV 58,17.110 (2).
More specificafly:
a. open sgaces
b. dcainage ways
c. public ancllor pcivate rights-crf-way
d . transit
e. potable water
f. sanitary waste disposal
g . parks and recreation facilities
h. playgr4unds
i. schools and schvol graunds
j . sidewaiks
25. The delay in issuing this t,ime extensivn is the result of (1) change of prflject spvnsvrs, (2)
change of project engineers, (3) resignativn of Caunty p]anner assxgned kv khas prvject (4)
an extensive review of the large thirteen year old fiZe, (5) the physical reorganizatian of the
file (5) twv reQrganizations of planners within Spcrkane County Planning and (7) spvnsor
. proposed t-edesign of the pretirninary platlPUD. The revsew reVeaPea cvnsiderable
confuszon regarding the file argartizativn and cvntent of the fi1e and a need tv clarify the
record, as indieated in the above findings.
26. The agplicant has requested to call the development by the name "RrVERwALK" and will
recard all subdivisions by variativns of this new name. This was administratiVely
appraved.
27. May 19, 1915, the applicant submitted a"Revise Freliminary Plai and Preliminary Site
deve2apment P1an (P[.ID) of R6VERWaLK" for the entire proyect. This submittal have been
proposed by the applicanC tv impmVe the design of khe site plan (ie, elitninate double
franting 1ots, consolidate vpen areas, ather) and has been circulated fvr agency review and
comments. The prvpcased Final Plat Phase 1 area of the 1983 (Sti2) Fina7 PUD site pZan
has nvt changed.
NOTE: To clarify the ariginal appPication (see 1982 Zone Change Map 1:400 Assessar Map
stamped by L.S. Pattick Movre) and the present applicant's intent, Inland Pacific
Engineering submitted a May 25, 1995r letter with documents requesting to:
(1) eliminate the cnmmercial lat from the "preliminary PUD" and
{2} remode that pvrtian of the original 1381 property fram the "PreIitninary Plat of
Recvrd" and the "Preliminary PUp" that was transfeara'ed tv Washington SBate Parks
L]epartrnent far the Centennial TraiI, Auditor Na.91 12D90l 16 dated U]ec. 9, 1991.
' • ~3i . . -
' Tune 14, 1995, Exlension of Time Fite 1+Tv. FE-1414-81 1 Page 7
and a Revised Preltminary Plat ! PtJD PUC7E-1-$2 ]ZE-42-81
2$. The May 19, 1995, "Iievise Preliminary PIat and Preliminary Site development Plart (PUL])
of R.ivvERwALK" was faund to be zn substantiai confarmance ta the vriginal approvals
descnbed itt 3. and 7. aboue and this reVised plan has been administratively approved.
Because aIl hut the Phase 1 of the Frel'tnltinary Plat, the Final S 1 /2 PE]E3 and the N rtz
Preliminary PUT3 has been revised, a"Final Pi7I7 Site Development Plan" will need to be
submitted and must be apprvved for compliance with the "Revised Prelitninary PUD" fvr
the area of the proposed Final Flat privr to ea.Gh Final Paat beizzg recrrrded. This will alIovv
£or flexibil'ity in determining fihe specific and detaeled design v€ each Fina9' PUD af each
final plat at that time, fvr that tnarket and pursuant the then existing development standards.
Each Final P[JD site development plan wi1I need to substantially confortri cuith the
`i preliminary PUD" and specifically conf4rm with the PCID (3verpay Zane standards in
affect at the time.
29. The May 19, 1995, "Revise Fre2irn~nary Plat and Pxelirninaty S2te development Plan (PllD)
vf RIVERwAL.K" shaws the applacants present development phases; taawever, these phase
boundaries may need tv be mvdified as the ecanoriny, market and othex variables change.
DECISION
BASEI7 UPflN THE ABaVE Findings of Fact and Canc2usians, a tht'ee yeaz extension vf time
request for PE-14 L4-81 J PUL]E-1-&2 ! ZE-92-81, "RIVERWALK" (grevivusly "Riverway Villa)
an apprvved Preliminary Plat, Preliminaty P'lanned iTnit Develvpment and zane recZassification is
hereby A,PPROVED until Tuly F, 1998.
The May 19, 1995, "Revis@ Preliminary Plat and Preliminary Site development plan (PUD) vf
RPvERwAtiK" is also hereby A►PPRC3VEQ as the official pre1imiriary plat af record and as the
prelimunary planned unit development g1an.
CONDITIt]NS +DF APFHOVAi.
API perviaus comditions oF approva] shall cvntinue to apply, as applicable, except as specificaily
amended.
SPDKANE CC}[7NTY PLA►NNING
1. AlI cnndidQns imposed by the Hea,ring Examaner Cvmrnittee and alP time extension
conditions, as amended or updated, shall be binding on the "ApPlicant." The Cerm
"applicant" shall incluae the owner vr owners of the pcvperty, heirs, assigns and
succe5svrs. 2. This tirne extension is approved fvr three (3) years ti'17Jul3~4, 1998. The aWicant
may request anvther extension of time apgroxirnately fvrty~`fve (45) days pfiar tv the abave
e7Cpir"dt1L}fl d3te.
3. Additianal Extensivns of Time shail nvt be granted unIess substaritial comgliance vvith
Chapter IU, Sectivn +G, 4f the Subtiivision f3rdinance is demonstrated by the applicant;
❑thetwise the pretirninary suhdivision and the preliminary planned unit development
appraval will becvme null and Void.
4. (Amend 815193 PPanning Ccrndation #3. and #4.)
The "Revised Preliminary I'iat antl Prelininaryy Site Dewelvpment Flan (PUD) af
RIvERwAi..K" stamped "Received May 19, 1995," has been adminlskrativeZy approved and
shall be the official prelitninary plat of recvrd and shall be the preliminary planned unit
develvpment, This May 19, 1995 rsuised plan includes 9.11 acres fvr a prapased
cammercial lat and 1{]7.3 aeres for a prvposed planned unit development {PUD}, being a
total of 116.41 acres (see said plan map). The PUD pro,poses 365 single family 1Qts. At
the time of each Final FLTI7 site development plan and FinaF PIat is submitted fox each phase
they 5hal1 comply with a11 development standard5 for khe approaed zone claESSificaCionS,
including the PPanned Unik Develvpment Overlay Zone, a.ll as armcnded. (see 9. be1ow)
Nate, at chis point in time, ncr part 4f the preliminary gfatlPUD have been finalized since the
vriginal 1982 approvar.
5. (Amend 815193 PIanning Condition #34.)
The above 1L'Iay 19, 1995 revised plan shaws development phases. These phases may be
administratively amended if the various agencies find thaC each grvposed phase will grovitie
praper traf~ic circulation, pravide adequate emergency vehicle access, meet necessary
utilitie5 design andlot' utility circulativn req►zirements, and prcavide for the public healtn and
safety.
' Tune 14, 1995, Extension of'Cime File N4. PE-1414-$1 1 f'age $
and a ReVised Prelirninar}+ Plae f FUD FUpE- 1-82 1 ZE-92-$ i
6. (Arriend 8►'5193 Plannirag Cvnditivn #3.)
The "Revised Prelirninary Plat and Preliminary Site Developrcient PTan (P[]D) of
'
RNERWALK" stamped "Received N1ay 19, 1995," nvvv replaces:
(1) the "Prelirninary Pl'at of Recard" map dated t+lvvember 12, 19$ 1, as apgraved by the
Spakane Cvunty Hearing Examiner Cvmmittee in the Findings of Fact, Canclusions, and
Decisaon dated ApriI 2, 19$2, which consisted of 365 manufactured hvme lots and I
commercial parcel and
(2) the °Reuised Prelirrunary Plat of Record" map dated March 15, 1583, as apprvved by
the Spokane County Hearing Examiner Committee in the Findings of Fact, Conclusiorrs,
and Decisian dated Agril 14, 1983, whieh was a redesign of the 5[].2 acre South portion
{S 112} with 17$ lots, excluding the commercial parcei. ThiS S 112 a1So being khe Fxnal PUIJ
Site Developnnent Plan apgrvVed by the Hearing Examiner Committee in t~e Findizags c- f
Fact, Canclusions, and T3ecisivn dated April 14, 1983, is naw NCLL and VOTb and is
repIaced with the above May 11, 1995, prelimEfnary p1at1PUD. Note, since the final plat
for Phase i was sularnitted befvre the deeisian to approve the Nlay 19, 1995, Revised Plan,
Phase 1mU be finaIized under tfie provisions of the April 14, 1983, Final P[]D, S 112.
7. (Amend 815193 Planning Conditivn #3.)
A"Final P[7D Sate Develapment Plan" must be submitted and approved fvr ak least the area
of each pxaposed final plat priorr tv recvrding any Final Flat, other than Phase 1. This
inc1udes the S112 of RiVERvvALK (prewiausly Riverway Villa) Each "Final FkJTi" must
substantially confarm to the abvve May 19, 1995, revised prelirninary platIPUD and cvmply
with the applicab1e deveIopment standards existing at the time of submittaP.
(Amend $I5J93 Planning CQndition #4, and 5.)
The approved zvne ehange, ZE-92-81, shall be aanended pursuant the PRQGRAM To
IMPLEME1vT. The praject area appraVed fQr the old approved Residential Mobil Hvme
(RMH) Zvne with the odd PUD Overlay Zone shall be substituted with the present Urban
Residential-7 ([IR-7} Zone and the present PUD Overlay Zone. The project area approved
fvr otd Cvmmercial (C) Zvne sha11 he substituted with the present Comrnunity Business
{13-2} Zone. The existing LlR-3.5 tone shall be reclassified as each phase of the
development is recarded as aFina1 Plat with the Cratanty fluditcar. The reclassificatians
shall be cansistent with the grogvsed zoning apprvVed with khe preliminary plat of record,
as amended by the PROGRAM TO INYPLEMEN'F'.
9. (Arnend 8I5193 Planning Condition #7 and #11.)
1'he final p1at(s) shall be designed substantially in cnnfarmance with the abcave "ReVised
Preiiminary PTat of Record date skamped May 19, 1 g95. ° iVa increase vF d'ensity vr
number of lots shal1 occur withraut a change of candition applicativn submittal and
approva1, Each Final PZat s4aall camply with the cuxt'ent deveIoprnent standards of the
Urban ResidentiaY-7 (UR-7) Zone and the Planned LTnit DeveIvprnent (PUD) C]verlay
Zone, as each may be amended. The propvsed commercial parcel shall comply with the
cnrrent develvp3ment standards of the Cornmunity Business (B-2) Zane, as amended. The
entire site shall alsm cvmpZy with the Aquafer Sefisitive Area (ASA) overlay zone.
10. The P1annlng Uirectarldesignee sttal'i review any prvpvsed final plat a.nd f nal Planned llttit
Development Plan to ensure compliance wittt these Findings and Conditions of Apprpval.
11. (Amend $15f93 F'lanning Conditian #S.)
Prior xa recvrding afinal plat which irncludes the commercial garceI, Spvkane County shalI:
a. insure that the cvrnmercial site is in comgliarace with Che deuelQpment standards of the
Spakane Cvunty Zonirag Code, as amended,
b. insure that the commercial site is in compliance wtth the development standards of the
Spvkane Ccaunty Road Standards, as amended, and
d . insure that comrnercial uses do not exceed those of "neighbrrrhoQd" and "loca1
serving" CYPe retaiI or seruice(s).
12. (Amend 815193 Planning Condition #5.)
Prior tv issuing any building perrnits an the connmercial pau-cel, a specific site develaprnent
plan (all vr part) shaIl be subn~txed to Spakane County. The specific site deVelopment pian
will he circuIated for camments frQm apprvpriate agencies tv detern~ne cvmpliance with
cttrrrenk regLrPati[ans and for suhstantial cornpliance wikh the appraved May 19, 1995,
revised Plan and the conditioras of approval.
13. A final glat narriefnumber shall be proposed befvre the f na2 glat is filed, such narnefnumber
ta tae appraved by the Flanning Directorldesignee.
14. PriQr to filang of tne finaZ p1at, the agpropriate street address(es) shali be indicated.
15. Agpropriate raad atame(s) 5halfl be indicated.
. . ti - r-
' I
' June 14, 1995, Extension of Time File No. PE- lA 14-$1 1 Page 9
ana a Rentsed Prelimin$ry P1at 1 PUi] 4'UDE- 1-82 1 ZE-92-81
16, The fina2 plat map shall indicate by a clear, dashed line the required yard setbacks from aZl
private, "Tract X° or public roads. The deaicativn sha1P contaitt the farlovving statement:
Srde yard and rear yard .retbacks shald be detennined ai tlae tinze buadding permits are
r-eguestecl unless these setbcrcks ure specircally dr~r~'ted ott tliis firaal plat. Tlze setbackc
cdicared ort tlaispfat may be uat-ied fi-am ifproper zoning approvud.s are obtained.
17. The finatl,plat shall indicate yard setback arc Iengths on cul-de-sac lats vvhich rneet vc
f; exceedithe minir~utn frontage of the underlying zvr~e of the final plat.
18. "+~Appivpriate utility easements shall be indieated on copies of the prvposed f rtal plat.
Wxitten approval of utility easements by appropriate utiiity companies shall he received with
pxltie statrmuttal ❑f the final plat.
19. Tht`ee (3) current certificates of trtle shabl be furnr5hed to Spokane County glanning prior to
fiIing the final plat.
20. Prior to filing of aIl or a partion of the fireal plat, the apglicant's surveyar shall st,tbmat ane
or more maps outlined in red of the area being finaIized. The sca1e sha11 match the
apprapriaCe assessves map scale.
21. 5pvkane Courtty Planning shall pregare and recArd with the County Auditar a TiTLE
NOTICE specifyang a future land acquisition area for road rigbt-vf-vvay and utilrties. 'I'he
reserved fature acquisifian area Title 11Totice Fnay be released, in fuIl or in part, anly by
SpQkane Cvunty Planning. The rtatice should be recvrded wit'hnn the same time frame as
the recvrding of the Final Plat and shal1 provide the fvllawing, if applicable:
a. At least 10 feet along Nlissivn Avenue auad 5 feet along Barker Road shaE be
designated as reserved futur+e acquisition area for road right-of-way and utilities, sn
additiQrt to the exasting artd/or newly dedicated right-of-way alvng Missian Avenue
and $arker Road. NQTE: T1te Cvunty Engineer has required 10 feet of dedication
along Missivn Avenue and 15 feet of dedication alvng Barker Rvad.
b. Future building and ather setbacks required hy the Spvkane County 7oning Cade
shalfl be measured frvm the resetved future acquisitivn area.
c. No required landscaping, parking, '208' areas, drainfie9d or allowed signs should be
located within the future acquisition area far rvad right-of way and utilities. Tf any of
the abvve imprvvements are made within ihis area, they Shall }3e ie1t3GaCed ak the
applicant"s expense when rvadway imprvuements are made,
d. The future acquisition area, unti1 aequired, shall be grivate prvperty attd may be used
as allvwed in the zone, except that any irnprovements (such as landscaping, pas'1cing,
surface arainage, drainfield, spgns or athers) shall be cvnsidered interim uses.
C. The property vwnex shali be respvnsible for relacating such "interim" improVements
at the txrne Spokaiie County makes raadvvay improvements after acquiring said future
acquisitivn area.
22. Spakane Cvunty Planning shall prepare and t'ecvrd with the Spvkane County Auditor a
'I'IME NOT7CE nvting that the pxvperty in queskion is subject ta avariety of special
cvnditions imgcssed as a result of approval of a land uese action. This 7'TTLE NOTTCE shall
serve as puhlic notice of the conditions of appmval affecting the prvperty in questian. The
notice should be recorded within the same time fc-ame as the recording of the Final Plat and
sna11 onpy be released, an full ar ira part, by Spokane Cvunty Planning. The Title Notice
shalI generally pravide as follows:
Tlte parcel of praperty [egally descrabed as ~ ] rs rize subject of aland
crse actiorx by a Spakcrtie CQUn,ty Hearing Brady vr Adiniraistratave OjTzeial on f J.
amposrng a varisty of special deuetopme►zt conddtiafas. Frle 1Vo. ( j is
avcrilQble for inspectioiz and coPying rn Spokane Couraty T'lanraing.
23. The glat dedicativn shall contain the following statement fvr Chose lvts Ivcated an a
temporary cul de saclstub road:
L'it(s) ,B[ack(s) are Zvcated on a temparury cul-de-.seac/stub
rvad. 77:is temporrary cul-de-saclsFub road may be exteltded to prouide acce.rs to adjacent
property arzdlor connect to existing roacds or new roads as develapment and/or circisdation
need.r dictate.
24. A ptan for water facilities adequate for dotnestic service and ~x~xe protection shali be
approved by the water purveyor, approgriate fire protectioaa district, Ceaunty Building &
Safety Depart.ment and Cvunty Health L]isttict. 'I'fie agencies wi11 certify on the Water Plan,
pricar to the fiIing o€ afinal p1at, that the plan is an cvnfarmarrce with their respective needs
and xegulations. 7fie Water Plan and certi~'acatian shall be drafted Qn a transparenGy
suitabZe for reprQduction and be signed by the plat spvnsar.
' Iune 14, 1995, Extension af Time File No. PE-1414-511 Page ]{l
and a Revised Prre2iminary Flac 1 PCID PUDE- 1-821 ZEM-81
25. The water pur-veyox shafl certify that appaopriate cantxactua2 arrangements and schedule of
improvements have been made with the plat sponsvr f4r constructivn vf the water system in
accordance w'tth the approved Water Plan. The time schedule shall provide for completicrn
af the water system ana inspectien by the appropriate health authorities prior to applicativn
fvr building germits within the final plat. The arrangements vr agaeemenks shall include a
provision hgldsng Spokane County and the purveyor harmless fram claims by any lot
purchaser refused a building peamit due to the failure of the subdivision spansvr to
satisfacCorily cQmplete the apprvved vvater system.
26. The final piat dedicativn shall contain khe fvllQwing statement:
The pieblic watsr system, pur-suant to alre Water Pdara approved by county and state Iaeudtiz
aartliorittes, tl:e loca2fire protection districr, +Gaunty Buildrng & Safety f3eparrniertt and
4wC1te1' pCd7V$yo1'' ShRTl Fle d1ISrCdlled W2th[!1 rh[S SubdZViS[C7n; arzd ihe applicanr shall provide
~for rnd'vrduaI domestic water senvice a,s weld as f re prr~tecti~rr~ to each [at pripr~ to saie of
each lot crrtd priar ra is.surrnce af d fauiddirrg permix far eacli lot.
27. Na buzlding permit will be issued for any lvt within the fnal plat unti1 certified tay a
Washingtan state-licensed engineer that "tlze water system has been installed pur.suant to the
appraved Water Plarafor thefinad piat, " including a signed license starnp. The eerkificativn
may be in the form vf a letter, but is preferred to be certif ied vn a copy of the VVater Plan as
a scherrrsatic map shvwing the "as-built" water system.
2$. The Water Plan and the abvve conditsvns of appraval regat'ding the Water Plan may be
waived by the Planning Uirecfiorldesignee upon receipt vf letters from the apprapriate water
putveyor and fire prvteGtivn district stating that simpie connections to an existing, aPpraved
vvater system will provide adequate dorraestic and fire protectivn water to ensure the public
health, safety and general welfare.
29. Asurvey is required privr to the fpling of a firnal plac.
30. Apprava1 is required by the Pianning Directarldesignee vf a specitic lighting ana signing
plara for the described prvperty priar to the reiease vf any building pet-rnats.
31. k77irect light from any exterior area lighting fixtiare shal] ncat extend vver the prvperty
bvundar}+.
32. Asgecific landscape plan, planfing schedule and provisivns far maintenance acceptable to
rhe PlanI1TR,g DlIeCtL}I'JdeSlgTIee 5haI be submitted with a perforinance bond far the project
prior to release af building petmits. Lanclscaping shallbe installed and marntained sQ that
sight distance at access points is not obscured ar impaired.
33. (Amend 815193 planning Conditivn #29.)
The Fanal FUD siie development plan sh311 irtdicate all exterior boundary setbacks, as we1P
as setbacks frvm roadways and individual lot lines.
34. A cQpy af the hQmevwtterslpr4pez`ty vwners" assvciation articles of incvrpvration andlar
bylaws andlar covenants and restrictivns, tagether with any ather pravisrons fvr
rnaintenance af cvmmon areas and facilities, shall be subtnitked far neView and agproval to
Spokane Courtty Planning priar to finalizing.
35. The Ou+ner shall negvtiate with the Central Valle}+ 5chv+~l District and t.he Spakane County
Par1~s Department attd suhmit a recorded copy of the agreement making provisions far
public schoors and parks privr to finalizatian and recvrding of this plat. The agreement
sha1P provide a wrrtten description vf the subject property to which thre agreennent appZies
and also state the do11ar aznaunt and any ather agreed to mitigating measure(s).
'f'he C}wner shalt alsca natrfy any pvtentaal purchasers wha have made an agreement to
purchase prvperty within said plat pursuant Cv the Revised Code af Washington
(58. 17.205), that appropriate provisivns for school facilities and puhlic parks must be
made conditioned nn afuture agreement hetween the agpaicandlsponsvr, schoal district, and
County Parks Department.
Voluntary agreements between the Qwner and 5chooI District and Spvkane Cnurtty Parks
I3epartment slhall conform to the reqeairerxtettts Qf the Revised Cvde of VVashingdon Chapter
$2.02.
36. The vwnerJappIacant shall coordinate tivith the Iocal Fire Drstrict and the Fire Nlarshall to
insure ihat adequate access is pravided for emergency ser-c+ices, prior to subrnitting each
Finat Plat phase.
37. Each final plat dedication sihall make reference to the Hame Qwners Assvciatian agreetnents
as a natice to patential 1Qt purchases of the responsibilities of lot awnership within the
subdiv'rsiran.
. , ~
` 7unc 14, 1395, Extension of Time File N❑. PE-1414-911 Page 1 i
and aRevised Prelirninary Pla41P11D PiIDE-1-821ZE-92-81
38. The lvts ar comrnon vpen space shovvn on the May 19, 1995, Revised Prelim.inaiy I'lat that
are within the 200 fvgt Shareline boundary are requared to cvmply with the Spokane
County Shareline F'rvgram regulation. The Final Flat shall shvw the 200 foat shvreline
hvundary. Each lot which includes th~ 200 fcavt boundary must have a buildable site khat
ameets all required 5etbaeks (both zaning and shorelpnes) beforre it rs recorded as a Fanal
Plat. Nates (at least 2) shall be placed on the Final Plan drawing near ihe affected Ivts and
camimon open space which state: 2he property with the 200foot Shoreline boundary has
Xegal lamitatians on tlze use c+f this land pur.ruant vegetatron and bueldrng of strrictures,
tnclcrding fertces.
39. df a FinalPlat is recvrded with any lot partially within the 20[} foot boundaty af the
S'hvreline, aTITLL NDTrCE shall be recorded by Spakane Cvunty Planning irnmediately
after recvrding the Final Plat woith tte Cvunty Auditor. 'I`he TrME T+ia'rtcE shal1 incirade a
statement Sirnilar tv: Arry lot"r property vr common open sgace ,property within rlre 200
foor shoreline boundary ha.ve limilatioyi.r on 8aer'lding strcrctures (includangfences) and
chan$ing the rtatural vegelation pursierry:t the SPOKA1VE G'O+UNTY SHORELINE FROGR4M
regtcfutions. a
40. After the commercial parcer is granted B-2 7oning with the recrarding of a Final Plat, ihe
applicanVowner shvuld make application for a Binding 5ide Plan to alZaw for timely
division and sale of portivns of the cammercia7 site after a Fina1 Binding Site P1an is
recorded.
SP[)KANE CO[JNTN T)IVISION UF EiVGINEERING AN1] RCIAL)5
Prior To Issuance [7f A Buildinty P°ermit Oir 11je OfThe Prdnerty As Pronased:
1. Atl previvusly impased conditions are stilI applicaEale. •
2. The County Arterial Road Plan identifies Barker Kvad as a FRY,NCrPi.,E A,rterial and Nxissian
Adenue as aM1ri1pR Arterial. The exysting right-af-way widths are not consistent with
thQse specified in Trie Plan. Tn order to implernent the ArterriallRvad Flan, in additian to the
required right-vf-way dedicativn, a strip af property 5 feet in width a.lvng Harker Fioad and
10 feet in wtdth alvng Mission Avenu~ shall be set aside in reser°ve. This prvperty may he
acquired by Spakane Counky at tne time when artexial improvements are made to Barker
Rrrad and Mission Avenue.
3. As per the original canditions of appmvaY:
~"~A traffic analysis crf each phase will be required aF the develvper and reviewed by
-Spokane Ccrunty prior to plat finalizativn. T'his analysis vvill be cvorrdinated with the State
af Washingtan Departenent of"I'ransportativn. A traffic analysis far each phase vvill seave
as a basis fvr the evaluativn of tt~e need for traffic contrDl devices at Barker Road and
.Irssion Avenue. Should the analysis determine a need fvr intersection upgrading, the
~er~eloper wiZl be assessed a pmgvrtionate s}~are fvr the required improvemer~ts.
4. Privr to any plat checking vf Riverway ViPla for phased finaIizataon of the plat the
aforementivned analysis shall be cvmpleted.
5. Intesrsection anci raad improveanents shall be constructed and phased as follows predicated
on an agreement reached on or about AGrgust 4, 1994, betweeri Narth Idahv Engir►eering
artd the 5pvkane County Engineer.
Barker Road:
Phase I: Canstruct Barkerl[sndiana interseGtion (Barker Road to be a 5-lane sectivn ger
the Cvunty's Special section fvr Sarker Road). Pravide acceleratianOdeceleratiQn Panes
(sized per WSDOT I3esign rnanual), as well as inbound and vutbvund tapers.
Phase 11: Cvnsttuct Barker Road north to the Spvkane River, and south to Mission
Avenue, unIess built out svaner as parC of Phase Vi,
Phase VT: Conskruct Barker Road nnrth to the spakane River, and south to Mission
Avenue, unless built vut saoner as part oF Phase 11.
Mission Avenue:
Phase I: Construct MissionlCiark Fnrk (Ha-rmvny Lane) intersection. Gonstruct nvrth
side of Mission Avenue (per the Cvunty's Special Sectivn #'or Masspvn Avenue) from
Clar.rk Fork (Harmvny Lane) to Barker. Prvuide inbvund taper to Clark Fork
(Harrnany Lai°te) intersectivn.
Phase IIT: Construct MfssionllPatvmac and MissianlYukon intersectians. Cvnstruct
ngrth side vf Nlissian Avenue (per the County's 5pecial Sectivn fvr Missivn Avenue)
alvng the Mission Avenue frvntage fram the easterIy plat boundary to Mission+"Clark
Fork (Harrnony L,ane). Provide inbotirtd taper to the widened MissionlYuPccrn
intersectian f'rcrm east vf the easteriy plat boundary.
.Fune 14, 1995, EAtension of Time File No. PE-1414-811 Page 12
and a Revised Prcliminary Plat lPUI] PUI3E-1-821 ZE-92-81
6. Cvnditions of Apgroval require that Harker Road and Missivn AVenue improvements
adjacent to Phase VI are to be cvmpleted prior to issuance of a buipding pernuit for any
prajecCs an Chat parcel.
7. The afarernentioned phasing is a tninimum development prvgram. Changes to this
construction schedule may be impTernented pending cvmpletian af the Traffic Tmpaet
Analysis Fvr each phase of the deuelagment.
8. Engineers Candition #21of ppril 2, 1982 Hearing Examiner Cvnanzittee Findings and
Clrder required that astrip vf propert}+ 15 feet ira width alvng Barket Road be dedicated
frozn Missivn Avenue to the Spokane River. 5ince a portion of this strip is nat contralled
by the applicant this requirernent For dedicativn is not applicable. Right-of-way alarag
Barker Road within the ariginai agpraved plat shaF1 be dedicated at the time of finai plat
apprt~val vr vesting of any commereial rezone. Irngrvvements to Bartcer FCoad fram the
Spokane River bridge on Barker to Mission Av+e sha11 stiIl be required with the existing
right-vf-vvay per a phasing plart to be agreed to by the develvper and apgraVed by the
Cvunky Engineer.
9. Regarding the May 19, 1995, redesign Plan the following conditian shaIl apply:
(l) Temporary cul-de-sacs shall be cvnstructed at the terrn.inus of Indiana Avenue, Tippi
Canoe Lane cannot be used as a public road tezrra-around and a1l vther streets that prvvide
access to mvre tha.n ane lat shalI also pravide ann acceptable turn-around.
(2) Improvements to pcopased roadvvays shaPl be as outtined in the approued cvnditions crf
approvaP ar as arnended by the vvera►1l traffic anaIysiS currently being cornpleted.
SP(]KANE CO[71YTY I3TVI5I(lN []F UT'ILITIES
1. Any vvater service for this project shall be provided in accordance with the Caordinated
Water 5ystem P1an for Spakane County, as arnended.
2. The dedicat3on shall state: `I'he Owner(s) or Successmr(s) in intet'est agree to auihmritie tne
CvunFy to place their raame(s) on apetitivn fvr the farmatian of aULID by petition methad
pursuant to RGW 365.94 which the petitian inciudes the C3wner(s) praperty and fiirther not
to abject by signing of a pratest petitian against the fvrmation af a ULID by res❑lutivn
method gursuant to RCVV 36.94 vHhich 1ncludes the Qwner{s} property. Prvveded, this
cvndifian sha1l not prohibit the Owner{s} or SucceSSOr(s) from abaeetion to any
assessment(s) on the prvperty as a r~sult of improvements ca2Ied fvr in canjunctian vvith the
formation vf a ULIL] by either petition or resvlution under RCW 36.94.
3. Applicant wi11 make connection to Public Sewer System. Sewer Connecfion Fernvt is
required.
4. Plans and specifcatians far the public Facilities are to be reviewed and approrred by the
Utilities Department. Spvkane County plan subrrittal requirements agpZy.
5. The dedicativn shaU state:
Th 4o , wnerts} ar succcssar(.r) in interest crgree to aulharize rhe Cdunty to place tlaeir
name(s) on apetitiora fvr thefQrmation of UL113 by petatipra inethad pursuant to RCW
36.94, whrch petition inedudes the owraer(s)' property; andfurtlzer naa to objecr hy the
srgning of a protest petrtion against thefvrnration of aULI';U &y r-esodution metliod pursuant
to RCW Chapter 36.94 wlaich include.r t1ze owarer(s)' proFerty. PRpVIUED, this
;condatron shald nvt prohibit the awrter(r) or.srrccessor(s)frnrr: rbjecting to rrny
; crssessmerat(s) on the property as a result of imprr veiiients called far in conjatnction with the
~ farmation af a UL,IU by either pelitian or resolution metliod under RCW Chapter 36 94.
6. ~ Any water service fvr this prajec# shal1 be provided in accordance with the Covrdinated
Water System Plan fos Spvkane County, as amended.
7. Applicant shall make cannectivn to public sewer system. 5ewer cannection penrrtit is
required. Plans and specificativns are to be reviewed and appraved by the Cltilities
Department.
SP[3KANE CC3UNTY HEALTH ❑ISTRxCT
I . A statement shall be placed in the dedication to the effect that: "A publr'c sewer systerra wild
be made avaidctble fcrr ilte plat arrd tndrvrr.drtal service will be prvvided to ecrcTa lox priar to
sale. +U'se raf andivrdual on-site sewage disposad sysrem.r .shadl not be autharizeri "
2. e final plat shall be designed as indicated on the preliminary plat af recard andlvr any
attached sheets as noted.
7une 14, 1995, Extcnsian of Time File No. PE- 14 k 4-81 1 Page 13
and a Revised Prehminary Plal 1 P[1f] PC7DE-1-$2 1 ZE-92-$1
3. Appropriate utility ea5ements shaZl be ind'scated on copses of the preliminary plat of record
fvr distributivn by Spvkane Caunty Planning ta the utilily cvmpanies, Spokane Cvunty
Engineer and the Spvkane Cnunty Health District. Written apgroval of the easements by
the utility companies snust be recerved grior to the sub"ttal of the final p2at.
4. Sevvage disposal method shall be as authorixed by the Director of Utilities, Spakane
Counky.
5. VVater service shaH be cvardinated thrvugh the Director of Utilities, Spokane Caunty.
5. Water service shall be by an existing public water supply when apprvaed by the Regional
Engineer (SpvYcane), State Deparrment of Health.
7. Prior to filing the final pIat, the spQnsar shafl demonstrate to the satisfactivn of the 5pokane
Cvunty Health asstrict that an adequate and potable water srapgly is avaa9able tv each lot of
the plat.
8. Prior to filing the final plat, the sponsar shall present evFdence that the plat laes ruithin the
recorded serVice area of tfie water system propased to serve the p1at.
9. A plan for vvater facilities adequate for domestic use, domestic irrigatian use and fire
protectian use shall be approved by tne water purVeyor. 5aid water plan rnust have been
appraved by the firee pratectivn district and the appropriate health authorities. The health
authorities, water supplier (purveyor) and the fire protectinn district wi12 certify, prior to the
filing of the final plat, on the face of said vvater pPan that the plan 'rs in confarinance with
their reguirements and wiil adequately satis€y their respective needs. Said water plan and
certificativn wi11 he drafted on a transparency suitable for repraduction.
10. The gufweyc►r wilI alsca ceriify privr tv tiling tfie firral plat on a copy a€ saad vvater pAan that
apprvpriate contractual arrangement5 have been made with the plat sponsor for canstruction
of the water systern, in accvrrlance «ith the appravet1 plan and kime scherlule. The time
schedule will provide, in any case, fvr conngletivrn of the water system and inspecti4n by
the apprvpriate health autlhvraties prior to application for building germits vvithin lhe plat.
The contractual arrangeanents wilI includ'e a prowision holding Spokane CauntylCiky of
Spokane, SpQkarre Cvunty Health I3istrict and the ptEarveyax harrnless frvrn clairns tay auly
lvtltract purchaser refused a buziding permit due tca failure of the plat spansor to
satisfactarily complete the apprvved watex system.
11. Th~dedicatory language on the glat shail state:
,~rrl]se afprivate we2ls and water systems as prcrhihited.
12. The final plat dedicarion s'hall cantain khe fvllowing statement:
The public warer ,rysrem, pursiianr ra rhe warer pdayz appraved by county and srate healrll
auiharities, dhe focal.freprotectavn dastrtct, Caitnty Burlding crtrd Safety I)eparrtmen#, und
Naater pcerveyor, shall be r"rrslalled wilhin this subdivision arrd the aFplrcrzntshult pravidefor
andivideral domestrc wcater servrce as wer[ asfire prrrecrroit tm each lorltract prdor ta sale of
Ieach Iot,Itrart crnct prior to issirance af a brci2dang pemzrt for each tract.
SPOKANE GOUNTY DIVISI(]N [?F B[]ILDINGS
1. TThe applicarrt shall cantact the l]ivision of Builciings at the ear2iest pvssible stage in order ta
be infarmed of code requirements adm.inisteredlenfarced as authvrized by the 5tate
Building Code Act. L7esign+devel4pment cvncems include: ADDRESSING, F1RE
APPa1RA'fLpS ACCESS ROADS; FIRC HYDkANTIFT_.[)W, APF°RQVED WATER SMST'EMS;
BUiLDING ACCESSiHILtTY; CQNSTRUCTIC]N TYPE; C3CCt7PANCY CLASSIFIGATIDN;
EXZTiNG; EX'IERtaR VV`,ALL PRC3TECTTf)N; A,NQ ENER.GY CDDE REGULATIC3NS. (Noke: The
Diviszon of Buildings resezwes the nght to confinn the actua1 address at the time of building
permit.)
WASHINGTEIN STATE DEPARTMENT OF 'PRANSPQRTATTON
PRI{]R T'O APPROVAL C)F ANY FINNAL PLAT:
A kraffic analys'rs sha1l be prepared far the Sarker Rvad interchamge and shall contain the
follvvving eletnents:
a . Site Map (illustrafing the eamplete circulation systern)
b . Vicinity IVlap(s) (illustrating traffic distributian)
c. Existing Trarasportation Conditions
1, Existing average daily kraFfic
2. Existing AM and P1'u,[ peatc hour 1evel of service
3. Existin$ AM and PM peak haur tur-ning movements
• -
IJne 14, 1995, Extension of 'T'ime File No. PE-1414-$1 1 Page 15
and a Reuised Preliminaty Plat 1 FUD P[JI]E-1-$2 JZE-92-8!
If yvu bave any questivns, please call the Spcrkane County PIanning at 456-2205,
pc: County I]iv'rsivn of Engineering and Roads
Washington State Department of'Transportatian
County I]avisian of Utilities
County Health District
County Divisivn vf Buildings
County DivisEan of Parks, Reczeativn and Fair
Central Valtey School I]istrict
Fire District 1
Welcv Grvup Inc, 1220 r l6th Ave, NE, QelIevue Wa 98004
North Idaho Ertgineering, W 4200 Seltice Way, Cveur Q'Aiene, Td7, $3814
Consvlidated Irrigatian Dastrict
Richard Masvn, FPEC, 707 W. 7tb, Ste 200, Sgokane VVa 99204
~ , -
RECEIPT Da~e Z- 14 2 1 -72 . - =
ReeeiVed From ,44° • - -
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Fvr r~t~~~--Ls Dolfars $ 10,-J.
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DATE WVOICE NQ. 0E5CR1PT1C1N ~ iR1VDICE AMOlJN7 rDF9UCTIP]N ~ BAL.AMCE 1
2-1-96
Sprakane County Engineer
4th Addition Plat Recarding
$1Q(J.QD
CHF-CI{
2-1°95 hlUM9ER ~ 1744 ` $100. f70
pl FiSF DETRCH TFUS Pt1HriDN AH17 fiE7RW FQq YOUA REC/JRQS
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STAML3N SPUKANE L. P. KEY BANK OF WASHINGMH 19-5711250 001744
18724 NE 11611-! ST. {206} 869-6618 Bellevue an Faurih
REDMC3Nd, WA 98{}52 10655 NE. 41h 5t. -
Bellewe, WA 98004 -
PAY•*s;'a`7"ts:QI1e Hundred Da1.lars c`iTld ~d'~{~~~~'r~.a~~+~:"~r.~•rc.:::;+C~:~';:.a;..~,~~r.a~~r~;:::;rC~.T''-.:'~L;:.;:;~v:~+~~.~
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2-1-96 1744 ~'i~00. 00
PAY Spokane Caunty Enginecx ~
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DADER ~
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02/21J88 WED 14:50 FAX 508 927 2227 SPaKAIVE VALLEF FIRE AEPT y4-3~ BUILDING GDDES R004
SPOKANE VALLEY FIRE DEPARTMENT
~ Spvkane Caunty Flre PrateGfion DJstrict Na. 1 ' -
1C319 EAST SPRAGLlE AVE, • sPIowAriE. wA 992D6-3676 •(W9~ 928-1700 . FAx (-9n) 927-2227
R. Pal Humphfiw
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, Februa,rY 21, 1996 .
~ 8pokane County 8nginears
Ed Parx-y
1026 W. Hroadway
apokane, wA 93250
RE: Riverwalk 4tb a 5th Addition$
Dear Mr. Parry,
The Spokarie Valley Fire Department wiZl apprave the turnarounds
ae drawn f or Riverva lk 4 th & 5th.
5i~cer ,
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Kev►in Mi ller
Fire Inspectar
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IPEC
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RECEIVED
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707 W. 7th Avenue, Suite 200 S,Qokane, WA 39204 (509)45$-6$40 Fax: (509)458-6$44
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a Work Authvrization ~ Repart
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kriawrt;as: ~ , " , ..K ~ ~(71 om'
, • prn,cc ac ress ar i cuauie ~z ~iiAe ~sui~ineia - . „ ~ , " ' -
That.~t46 i~idividua➢s arid part9es riariierT @iereSii as Eiarriijg an entetest in llte aboue desctibed pebiPerty or projecf '
agree to the fvtlrawiatig: -
• I,' ,-R~-irnhtrrse Spokane County 6or p,roject,review atad in'speclion fees as specifisd in Clia~ter
9.14 of the Spokane Cau[xty Ccide. '['kte fees:vvil.l be basecl'asi actua] qalary costs incur,red , '
.by Spok'arte Cotiintiy fur projeck' r6iewq aTtd, 1 br itispecti,ans plus a leri pereet7t atlaWni5firAlive cliarge, and wp,1l be bii8ed dttoTitti1y as accrued. ,Aiiy billing aiaiounts Oe, - 1[7GlLliPlllg a[1y expeli5e5 inGL1F3'ed in the collectifln nf an averdue accc~unt, inu'st be pai4 .
pri,or ta the'County's acceptance of (lie project for filirig Cf a prajeet is approved andfoa- , -
~ filed wil'h a balatice still nwirig, tlre uiipaici balanCe sixal1 be paEd within 3[} d'ays af GRte' - • x.
. ' _ iii troice date. , _ -
v, Tlae unciersigned agrees t[tat tlicsc Cees arc tItire and payablc upo:a ceceipt of tlae bilti»g as ~
• ° speciCcc2 above. " - `•r•,'~: :
'`•3Y;~.~ Any fCkV{}IGCS fl[71 paIC2 wal1tiak 30 clays of tfte iiavoice clate wi9l be cnrisidereE9 de@iAaqueni,
• 7 - - ~ .
If ariy nutst2nciing balaTice oil the accrauitt f«r (l7is prc+ject is not paici wECIiin 30 ciays af_,, . . , ~
~ }-tlie iiivoice date, !1o feir(liet' I'eV'l'ew5 cl.f the project [iocu'CnentS wilI l7e eC►rlductied Untl1 tl,e
entire accQUiit bafance is parid. Aa7y baiattce Qia the' aqcouitt for t1iis pzojeek rtat paicl ° • r.
- ~ 'withira 65 clays O;t' Clae iilvoice date. rTray result in legal actioaa nr tfae ir►itiation of otlier - • ~collee:tiotx pracecit:res,,including reCerral to a.cnflect'nn agency.,, J'Pie SpQnsor well..be_
y r;.. . , - . . .
' • '
liaMe for arly atid al1 ex.peitses idtcuCre:d by (➢ie +Courtky for t1ie calCectiott af overdue accotants ' .
, t•_ ~ . . ~ . , t . ~ ti :.r~: 3•. , ' _ . -
4. ~ '1'aze i»osit1i1y billitig slaould be sent kv the atkezatinri of: -
, • _ ~ , y~~r;,~. MA~~ . - - . . .
„ . N,~ME:
DE-AM M10'r~S LE`r'' - Ca+^A +p4-N-Y
ADDREss- A±'1-' pA.
cI-rv, sTnTE, ~,~a►v►~~ ~.~J' ~4 . ~ o ,
. ZrP CODE: 9eosz '
PI-IOrvF ~".06/865-6646 .
. , k. . . -
- _ ~ - - - - - _ _ _ . _ _ _ •
' al' unrferstand Eliai fai1ure tra pay tltese fees aiiay resud't ill delay in ccampletion or approval of the proj~ct or-ntller .
=possible satietimns.
Tf tyiis fe6 agreeriieiit is ccampletecl-'by sbmeane,qtber thati the Spviistir {i.e., t[ie project
• g~ oivner nr apri»c9pa1 in tlae I trm sponsoring the p,rtrject),such as the Frigirieer desigrling ~ -
- ~ . . , .
lFie Prsrjcct, rfaeaa, written atififzorir,akion frorn the 5patts6r speci~cal'ly aretliQrixfng tfie • Agerit to execute tllas Fee Agi•eetiiezit ' lied l~a lis Fee Agreeriieitt.
. r ' - - 5.TISNAT1JR13 By:
• .
„ " •
4,r,~~ , .r,a•; J
~ bb~+u "
(PR! h1'1' iVAME)
. „r• ~ I ' ' ` , I ' • •5 ~ • . ,i E 1 p}~~ 1ECEII~ ~ED i~
;
RErr~A N ~Vinhi-,Oiw CO.~~Y TO sPoKnNE c~UN~YY ~NGINEERs '~fi
~ k1plPlagreemen.Fee 21E195 ~~N 2 6 19
' 1026W. iirraadstFay A~~ ~ Spo3Cane, Wle 997,t0-[31,7f1 • (509) 456-3600 Fh:t' ~ RAM G~$~~~j~~~
r.r. ` • j- _ • . ' ' . , • .
DEAN BUILDING - RP.RECEiVED LIE4~~ OF TRQROOM 0T4QL
NorthStar Hon
16720 N.E. 116tn st. JAN 'L Y, 1~~6 REDMOND, WA 98052 l ~
SPOKANE COUNTY ENGINEEF~ DATE I~oB No
~
206•869-6618 FAX 206-869•6620 ATTENTION j r
TO V 1`cifKTi►'l. RE
- 1
2~ W. UZW~,Z~ AA.~
SPor.~~, L.,j,4 g 9Z~o -oi ~ o
~
> WE ARE SENDING YOU XAttached ❑ Under separate cover via the following items:
❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications
O Copy of letter ❑ Change order I,
I COPIES I DATE ~ NO. I DESCRIPTION
I 1 I~Ay 6 Rey R, ubk"-L4,. yiA- AVO» CV'j
A R t uri "0'UIL ~p2~c7N
I I I
~ ` - I II I
I I I I
I I I I I I I
I I I .
THESE ARE TRANSMITTED as checKed below:
❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval
For your use O Approved as noted ❑ Submit copies for distribution
> / O As requested ❑ Returned for corrections O Return corrected prints
O For review and comment ❑
O FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS
~ . .
J..
~
COPY TO ' • " Q~7~// V
~ 4096 Pre-Cors.ner cortem • to96 PostConwmer comem SIGN ED:-i~~~1~
' vaooucrm e mc, am4 xm 01471 If enelosurea aro not as noted, kindly notrfy us at once
~ '7!'~•.Z " _ _ _ _ -
01/24/96 16:21 FAX zos $QS sszo DEnrr/xn~~~Y LtC rm noi
0
~
hi
C-O ~AIUL'Ir r
F~ ~iOW SNG4~~ S
Ori7cr or 'D ts COUN•i w FNctNP.ra 9 n C7iviso+t vF ti rF '1'unLicWORxs DErnRUM04r
Rnnalci C. dittrrnmin, 1'.R.. C'nrsil!'y ls~Ig;ritrr l3enn€a M. Stnlt, P.P. L7irerto~
~GREEMEN•r TO pAY rE, ES
BNGtrot~~~~S AGREEIMEM NuMBr~ R-344G
TIi1s agreement be[ween Spokane Cou«ty arid ~ A0
Mt
' w1ivse Interest In rlte project is NAO.
r
T►rinr, agem, cIe.)
is entered iiito 11iis clay nC ~Ajlll UAhR.Y ,19 IL. Tliis agreeinent is Applica6le ta tlie project
frnown as: iVeZ-WftLK ~~i~ry ~1 n o~1 l~
' tpFuieci crr as~'Td M t i~ '
' 7hat the indiv[duals atid parties iiatnecl laerein as Aiavirig an iiileeest in tlte abvve de,scribed' praperly or project
'
agree to the fvllow3rig:
l. Re3inbtirse Spafcaiie Cneitity far project review and ii,spectinii fees as specified in Clianier 6
9.14 oF #fie 5'pnlcane Cnttiily Ccule. Tlie Fees will be based ort actual salary casls iitcuered
~ by Spokane Cnunty for project reviews as3d 1 or 3nspections pEua a teit percenl
1duiiizisti-nilve cltargc. ancI vaill be billeuT iriQiitlily as aecrueci. Any hitlilig asnotints due,
iiteiuciing aiiy expeiyses iiiceerred in t1ie cn[lec4TCa» nf an nverdue account, tnust 'be paid
priQr !n llEe Cvunty°s ~~~ep#ance af llie project fop fiEing. ff a pi-vjeca is agproved aiidlor
riied witli a ba1ance slill ativifig, (iie'2:ipaid hnlance sliall bc paid witliiii 341 days at dtie
iiivolce dzte.
. 2. T1ie ujidersigtted 7gtees (li1t fliese Cees as- aIfie and payab1e upoit rec:eipf ol' ltte Gi[liiig as
specii iec! abnve.
3. Arry ittivcrices noi lani(l wil[tifi 3[) clays of lfie 9nvoice cfi'ate will be cnlisiderecl' deliitquen4,
lraitiy viitstaiidFieg balance nii tFie iecotiitt i'or iliis project is nos paick witltici 30 clays of
tlie isivvice date, izcr firr4#iet• revlews iif tlie project docutitcitiis will be cciiitlucted unti1 1tic
eiitire accaauitit balaitice is paid. A'ny ba1ance on tfie accotteit for i1ils project nai paid wil`iin CS clays nf ~lw- niivoire cfale sriay result ia Tegnl acticari or t[ie iiiiiiation a'F allier
collec(ion prace¢iitres, iracliidiiig referral tn a callectioei agency. I'Itie 5nonsor will be
,iable far Any ancl atl expenses incucred by t13$ Coun[y for tEie collecttan aF nverdue
accouijts.
~
~ 4. T1te maiillily billit}g slmtild be seiit la [lie altention of:
NAME: MAClk_~6hlC1-W-k
DEAN ROUSLEY ComPA-NY
AuoREss: &60&% s-r, -
CYfYy STATE: +L L40A
' Z7P CODE:
PrIDNE 20~/,a 6C3 --66 1e
1,unde±3#ai1d iliat failure !e [}tese fees ritay restiTl in delly ill contp i(ar aPpraval nf tlie project vr olliet
possiLle s~st~tln~is.
i
❑ 1f this fse agree+ttent is campleted by svitiearre oEher thasi tlie SpQjiscar {i.e., llie project
owiter or aprieicipal in llie firEn spnnsoring #he project}, such as the lEngineer designyng
iIre prnject, tl'ien wrillen awhoriza4ian from the Spnitsvr spec3flen1ry autlior3zieig the
Agejst fn eRecu#e this iee Agz-eetEiei~t Ired la R1iis ~'ec Agreeitient.
5iGN11'fl7RE B,y:
F
(PIUNr NAME) - ,
RETURN YEzLUW cnPv_TO srOKANIX COutfH ENcI.NHcRS
ti►p%nmg~~~mcu.r@& u1193
1026W. Lirnadsvay Ave. •Sl,nknne, V4'A 99261fi170 •(5m)45(,•;3rA)(} fAX: (509)'429 24-178 '1`qld• (509) 329-3166
'
• . .
Dc
~ ~ ~ ~~Vam oar n
SpQkaae Gouo#y Staff Review Checklist
P far
Pre-SubmiffaI Meeting
Prvject Name: ADO. Project 1Vumber-
Prvject Sponsor: ~ loauLl
j Sponsar's Engineer:
' Design
Firria: A~z Engineer: ,..&*W $iMAd
~
Meeting Date: 1Vleeting Time: -/V
Cvunty 5taff Present at Meeting: 66 A" ~ N.
Other Ivleeting Attendees
~ 36W
nattselrepr~n g namelrepreserpting
namelrepresemtusg nameJrepresenting
i
• The Fo11owing Items need tg be Diseussed wl the Aesign Engineer
GeneraI Iterns
I List any speciai requirements listed in the CQnditivns ofApproual, EIS, ar NANS,
I
&T Amet
dESGTIpIIE7I1 reference
XAFft ~ rYL~1~ fL~' ~
~ reference
' ptivn C~ 60M#"s "T,~
descnption reference
~
~ descnption reference
ctescnptirsn reference
I
2. Giue 5tandard Notes to the k7esign Engineer. Identify which Specia,l Notes will apply, if any.
~
r ~
i Road Pians
1. Raad Ciassifications and L]esign Criten'a.
.
#1 #2 ~ #3 ~ #4
, .
i _ - - - - - - ~ _ Street Name I,~i I
~ Classification
; - - -
-
Roadway Width, W 5
' NIinimurri fight-af way width `
see nate ( 1)
M1E1. HORz. CUrve W/ 5upef .
Min. Hofiz. Crarve wlo super
...,4>>
Generai Land SlopelTerrain . . _ . _ . . . .
i..
a
Design Speed, mph ?
~ Curb Type & Clear Zvne ~
(see Sec 3 15)
i
r
• _ _
Sidewalk required? (yeslna) Nvte (1) Additional right-af way may be given by the Sponsvr
I
Discusskan'
eT ew""Aeo . Comt qp-
&R-LAMW Tt ?u%VC-* Fi* -Ne,~ ~ Wfi,@Ah. PL& WJAE
ffl~•
2. According to the Design Engineer, what is the rnaximurn number of units which will have
access froen a singte roadvuay? _ What is the maae atlawed per Sec.l.03? 30
%*W* AaoM 7kI$a Rlft-Ufti[ '99 wim MI'[mLE
3 Ntinimum intersection spacing is 300' for alvng a Principal pr NEnor Artenal (,per Sec. 3.04),
and 150' for a Coiiectar ar Loca1 Access street. What spacing is provided fvr this praaect?
7 MD
~
4 Are any off-site sEape easernents needled, ar off-site 6ght-af-vvay acquisition needed? Tf sv,
describe
~ awke aggUC6
FA &-p" 7
~
~
i
. _
. , I
5. What type aftxrn-arounds are needed? (i.e. cul-de-sac, hammerhead, etc.)
Street Name ~ Turn-arvund Type L❑catian
~ . 5
~
6. Road 5urfacing Requirements (5ec. 3.16)
I
a} What method in determining road surfacing requirments does the Design Engineer propvse to
usi.e. 4ASHT9 D,K fgn Methad, R-value, Gaunty thickness cable, or other)?
I ~ •
b) ►nde the T]esign Engr. a capy of the Soil Sample Procedures,l]esign Report Format &
r4/~ Alterniate pavement Design Table
7. I7oes the Engineer plan on applying for any Design Ueviatiens? If sv, briefly describe belaw.
4P aA Le~t' Z 3 ~
~
' Stnrm Drainage
1. aasin Map
a) I]id the I)esign Engineer bring to the meet.ing a basin nnap? 1 Zf sa, does the basin
map shaw topagraphy and sufficietat infvrmation to be usefuV .
b) Does the hasin map depict any contributing vff-site runoff flowiMg ontv the prvperty? I&
I]ves it appear to be correct? Tf not, explain.
~ Itft ier OKM.dC iw .
1 i~~~r~1.
CO&.
c} Is a site visit needed to hr rebtin~iits? M0
~ch~ciule £Qr: .
2. Is the site iacated within the Aquifer Sensitive .Area {ASA}? What type of water
quality treatmenfi is prvposed by the I]esign Engineer? 2V4
3. What subsurface investigations, if any, are needed wvith this project to make sure the
praposed disposai pracess wiil function as planned.
, ~~c. ~w '~v ~ ~ ~r~, ~,►tit. , ~..v~
41MM L ~
~
~
,
I -
4. ,Are t,here downstreaun canditaons which will affect the design of drainage facilities. If so
~ describe passiiale mitigatiVe rneasures.
0&
~ ' ~ •+~c~uC ~a~G~w~ . ~
5, Is tenance access provided tv each `208' swale or drainagc pand? If tHere is samething
unusuai, what requirernents were giuen to the'L]esign Engr,?
6. What does the DeveloperlEngr. progose for providing for perpetual maintenance of the
drainage faGilities? PIease trriefly describe praposed mechanisrn, and what is needed ta
accamgiish this.
Nowt&we5
7 Are Erasian Cvntrol IVdeasures required with this prvject. If so, briefly describe applicable
' requare e ts
, ~ ~ ~c
i Nnte: Pravide a copy vf thi.r cnmpleted rlacumenl ta the Design Engineer at the end of the pre-
~ design meeting
P614t'f 6:NeeFF : W
~r~ °
1%44 I A
j &;fL p&+ p4vf4l. P44 4 i~^4 ~v &%ooyf. 617, a..wl~ - ~ • ~t ~t~ ~
2066433475 nY FRAMKLYN I NC. F-817 r-a.26 P-002 ?LJM 09 197 13 ;15
-2f~,~~ ~
x
+ i~ + aCMfe~
J{xIle 9, 1997
Pat Harper
Spvkane Caunty Engineezing
1V.L6 YT F'ist AToadwaLy t7.v@.
57pOkdU~, WA 77260-0Z7V
Marrk Rohwer, Regional P1anun~ Nanager
Washington State I]epmrttnent vf Transportation
F.astern Region
2714 N May7faiz Sftd
Sp+vkaae, WA 99247-2090
Re: Riveiwalk Plat recordiugs
Dear 1VIr. Harper and Mr. Rvhwer,
We ha ~ I.P ass ' rei~bum=ent af the
ve reach~ an ~ent with Staa~at~
pro-rata share paymeat from th MM ' purs=t tv aur
agre=ent wit$ S°palcme Cvunty and W5I)flT dated Septenaber 23, 1995. We tberefore
have no objection to the recarding of Riveravalk Fourtb atad FaRh A.dditaons.
Sincerely,
1vla.chaeI rirer~~
President
cc: Brian Housley
14410 Asl-Rad Raa1
Bellevue, WA 98007
phone (206) 644-2323
FAx {206] 643•3175
a ~
06I06197 18:12 FAX 208 869 8620 DEAN-DEILY CG. Za41
FAX MEMO
June b, 1997 Total pages: 3
TO: Nike Mi11er @ Farrklaiad Hames Mark Rvbwer @ W SDC?T
_ - Dc+ug Birch@ Parkland Homes Greg Fiog @ W5DpT
Spvkane County Cyady .Isy @ Paurker 5mith & Feek
Pam Nelson CW Pa.rker 5r,nath &Feek
FR[3M: Mark Hancock ?a Dean Deily
RE: Rivenwalk 4th15th Bonds
"Aatached" are CDp1e5 of #he language f[7i the Ltilderlylng agreeme1ts for the ftffiC 5igt1t11
and Bsrker Road v+ridening bonds from 5taninn Spokane to altow rrcording of the 4th
and Sth Additiorgs.
Iwill have these executed Monday morning, as weH as eacb of the tvvo bonds that have
been prepamd by Parker 5mith 8c Feek, and tbLen deliver then ta Parklarad Homes Qn
N1onday.
If you have any questiorskvmments, etc., please leaVe a message vvith Srian HousIey
Momday morai.ag at 206I455-4546 (andlor ttis fax at 2061637-1955), as I will 6e see-mg
him befnre I get into the affice 4ater an Mvnday tnoming.
Thanks very much ta 311 of yvra for yvur help on this_
06f06/97 18:12 FAX aas $69 aezo aEAN-DEiLY cv. Z002
; -
STANTON SPpKANE L.P.
16720 NE 1 16TH STliEET
REDMON3, WA 98052
(206) 869-6618
RET,MBURSEMENT A~~EMXNT
Ta uzduce 5pokaae Caunty to apprave Riverwalk 4th and 5th Plats, 5tanton
Spnkane L.P. herehy agrees to pay Parkland Homes a 21.405°/a share af the cost vf the
cvnstmctivn of Barker Roacl wrdening between Missinn Avenue and Indiana Avenue md
as5ociated enguneering cosfis, up to $24,3 1 3 ) .47, such paymcnt to be made within 34 days
after acceptance af tlxe impravements by Spaicane Cvunty. Stantan Spvkane Rwther
agCCeS to p05t 3 5t1F~~~ bokld 11] the aI'1O11I1t of $24,31 3.07 ~~uringmchh vbligation_ In
additisan, Stanton Spokane sMl pay aray legal expenses incurred ~n collcccting on stich
obligation andlor the surety bvnd. Yarkland Hvffies is a third pautty bcne~iciary v£Us
RLrer,ment. Any notice pursuant to this Agreement s1iall be sent cc,rtitied return receipt
U.S. Mail to Stantvn 5pokazie L.P, at 1+5720 NE 116th Street, Redmanci, WA 9$052, and
sha1l be deemed delivered three (3) days after ~cposit in the U.S. mail. "The 30 days for
gayrnent s1xa1 I run from the date vf acGeptance of the impravements by the Caunty so
long as natice thereof is mailed to Sr.antvn Spokane L. P . within ten (10) days after
issuance af the notice of acceptance (or, if rnaiPed after sucb 10 day geriod, then withia 30
days after mailing of the notace to Starttan Spokane).
STANT+DN SPflKANE L.P. AGREED AND ACCTPTED
By: H€rusley Dcvelopaent Corparacivii PARK_L.AND HQNNdEES
GeneraZ Partner
By. By:
$rian Hnusley
President Tts: .
Date: Date:
06l00/97 18:13 FAX 206 $69 6$20 nEAav-nErLY co. 16003
• , s:r
~TANTON SAi OKANE i/.8 .
16720 NE 116.R H h/ A REET
iLIlYMY+ AD, d . A 98052
(206) 869-6618
~rMBURSENrENT AGREEMENT
Ta induce the State of Washingtoei and Spolane County to agpavve Air+erwallc 4th
aiid 56 Plats, Stantan Spvkane L.P. hercby agrrees to pay parkland Homes a36.1SB%
share of the cvst of constructian oi" traffsc signal at eastbound Barktz Rva.d aad the 1-90
ramp and assvciated engineering casts, up to $38,080.0(]s such payanent to be made
within 30 days after acceptarwe nfthe traf#'ic signal by the R'ashin.gtrsn Stare Departneat
vfTramgartatiarL Staantoae Spvkane further agrees to pvst a suretp band in the araount of
$38,080.04 securing sucb vbligaticm. Ia addition, 5tar,tnn Spokane shall pay any legal
expenses incurred in collecting vn such vhligation and/ar the surety bond_ Farklarad
Horrmes is a thirsi pariy beneficiary nf th.is Agreement. Any notice pursuant to th'ts
AgreemeAt shalP 6e sent certifiod return rer~ipt U.S. Mai{ to Stantvn Spokaiie L.F. at
16720 hE 116th Stxeet, Redmond, WA 98052, nrtd shall be de=ed delivered ttree (3)
days after depasit in the U.S. mail. The 30 days for payment shaU Tun fnvm the date af
acceptanee of the taaffic signal `hy the WSDOT $v long as aotice th~.~reQf is mailed to
Stannton Spokane Z.F. wit.ain ten (10) days after issua:ace of the nvtice af acceptazsce (or,
if mailed after snch 10 day period, Lhen withi.n 34 dmys after mailing of t[xe notace to
5tanton Spakane). ,
STANTQN SP[]KAN E L.P. AGREED AND EICCEPTED
By: Hvusiey Development CarpQration PARKI.AND HOMES
Creneral Partner
Bx: By:
Brian xnusiey
President Its:
0ace- pate:
05A09A97 13:52 FAx zoa_R,99 6620 nEAN-nctLY co. (mo~~
~TANTON sPQKANE L.P.
16720 .nrE Y ~6TH s~~~T
REDMvNn, wA 98052
(206) 869-6618
,
NNEay 1997 PnsZ-it° Fac IVote 7671 Inare ~ ~
To ~ ~f Framm ~Y~ 140qrl~~
Ga.ooept Co `~'f 11t,.~-4a~~C
Mr. LL)L11S WEbS`f!'I' Phcine0
Sp[]kaIle GC3U.I1ty PlaTln1P1g F"x 2 Z G IFan
1026 West Breadway AVenue
5pakane, WA 39260
RE: Dear Webster:
5tanton apokane has offered Pa.rkland Homes a surety bvnd to secure Stanntan's
respnnsibility to rei.mburse Parkland for it's prarata share of the construction and
engineering cosLs far the traffic signal at eastbow)d Harker & the 1d90 rainp. We have
made agood faith effort to meet the conditians propased by VVSI]4T and Spokane
County, but have not received acceptance of our band frrrm Parklarrri Homes.
As a conditian of approval of the Rivertir+alk 4th & 5th pla#s, vve wi.11 continue tn nffer
aur agreement, secured by a bvnd, to Parkland as our asswrarnce of prorata participation
(36.158°fv, up to a maximum of $38,480.00) in the abave mitigation. 'Tn addi#ion, we do
taffer to cover Iegal expeuses incurbed in any collectian upan the surety bond.
We ask that tlese final plats he schedu7ed for approval subject to the abave canditivns.
Very #nzly yours,
T]e~ Buildiag CQrparatfon, I'artn~r
/ 2 C,.a - le ~ . ~
F. Eci4r+ard Dean, Tr. ~
Presid.ent
cc: Mark Rohwer
Pat HarpeT
2066433475 'RRRY FRANKLYN I FIC. F-s ~ -926 P-0e2 JUN 0s ° 9? i 3: 15
- - -
l31i1e 9, 1997
HarpEf ,
Spok8i1C C[7u5ty EnglI1miIIg
1026 WcSt $IoSdWay AvB.
SpQkanea WA 99260-0170 Ccr,S'r:.f'c~t :li.7r~grrrre'.
Mark Rl'?hW8f, Fiegi[3" P1843n1II~ NbnagCr
Wash1t1eAfl 3tat~ DepSItiIIent 0f Transportafion
ESStftm ~egiDn
2714 N M9yh]r ~hra
''pcakane, WA 99247-2094
Re; Riverwalk Plat rrecardings
Dear Mr. Harper and Mr. Rohwerr,
We hade reached an agxeement wx Staat~a SDokani LP amun.ng rei.mburs=ent Qf th$•.
pro-ram sbare payment frvm th' 'pursuant to vuir
agreement witb 5pvkane Cvuaty and WSI]GT Wer ,1996. We therefore
hsve no objectian tv the recording mf Riverwalk Fourth and lFifth Adslitions.
5incerely,
~
'chalel ~il.ier
President
cc: Brian Hausley
14410 Bsl-Red Rvad
6evlevue, wA e6007
Fhnne (306) 844-2323
PAX f2961 643-3475 '
c,
/
..v,..: _r.. .
` ~~IVED "
JUN 1 1 1997 l
Pacific
June 9, 1997 * ~ ~
SPOlUti~E C47~1~+_,~ NGINEfR Properties
- Tncorporated
Pat Harper
Spokane County Engineering
1026 West Brvadway Ave. Pmpe'ty Deml°pme"f
Spt7kane, WA 99260-0174 Cunsrrursron MniiAge,,,en€
Mark Rohwer, Regianal P1anning Manager
Washington Sta~e Department af Transportation
Eastem Regian
2714 N May£air Street
Spokane, VVA 99207-209I3
a Re: Riverwallc Flat recardings
Dear NTr. Harper and Mr. Rahwer,
We have reached an agreement with Staritan Spokane LP assuring reimbursement of the
pro-rata share payment from the~ ~pLi1`51.1ant tD []L1I
agreement with Spokane Cvunty and VVSDD"T dated Septerri er 23, 1996. We therefvre
have no ohjectivn to the recording af Riverwalk Fcrurth and Fifth Additions.
SEneerely,
Michael Mil er ~ -
President
rc: Brian Housley
74919 Bel-Red Raad
$ellevue, WR 98007
Phane (205) 644-2323
FA?( (208) 643-3475
■ COMPANIES
_ E
P... IVEL MAY 1 5 19~li r ~~,~t~!}~
~ SPOKANf CfllfNYlf EkGINE~~ P"KL"D
March ~I ~ iwc
HOM
21,1997
' Mark Ro}]Wer
Washingtvn State Dept of Transportatian
Eastern Region
2714 N. Mayfair St.
Spakane, WA 99207-2090
Pat Harper
Spvkane County T3ivisian of Engr & Rvads
] 02G Wesfi Broadway Ave
Spakane WA 39260-4170
mmmalmom
1- i,P
Dear Mr. Rohwer and Mr. Harpex,
Flease be advised that we have reached agreernent with WTH regarding the payrnent of
t,heir pra-rata share afthe traffic signal pursuant #o aur agreement dated September 23,
1995. We therfcare have no objection tv the recording of WTH's plat ofRivenwalk Div. 6
consisting of eighteen lsts.
Tif yvu have any questions regarding this rnatter please do nat hesitate to contact me.
Sincerely,
;
1Vlichael NYi11er
E. 10405 ivPoatgvmery, Suiie l11
Spokane, WA 99206
Phone (549) 922-6467
FA?C I509J 922-6470
OF COMPANIES
0 15088818503 CA5TI.EWUUD GaHa P06
SPL3itl~IN~ G013NFM STAhIQAR{? , C13f~8 f~iLE7 Tl'F°~ f-----
TYPE " DRYWELL 1hITH .,TA 46+75.74 tt
T1PE 4 MIET+4L FRAME APIO GRATE I.t' $2424.~31
aTX 48*00, 28.5• M.
ORM ELLPv...202158
1s' sIDEwuk ~
unJLir,, E-As~mEw RWERNALK LANE
T,rPE `Fr CtaRL4_.._._ PRoPOs~~ DfWNAGE
~F.A~ENT
_ f
° ~ ' ~ ~ ~ • ~y ~ L ~ 83' _ f ~'.~`~~~s' ` ~ G?
~ r~1
UNDARY i]F LEVEL "_'ti.~, `r'.'~ • ~ ~ - • ~ . ~ ` F
so
Fi.AT BtDiMM AREA Z
j
' - ~ ~ ~ _ • {
~ L. • i~ • - ~
I
~r' ' ' - ' . • ~ , ~
- -
. ~
1
' J
~ ~ROrYERrI t E;•if
' ~ ~i' a ~ rrr_~te• [A:,LfAi r,J}- .
~
, ~rpRES 91~~~ ~
~ -
~
qCUE: 10 --20' POND B[irrOM ELEv -2023.08
~ ~LEV.-2024 51
~ ~ ~ -04M f WAH€~ ~
LOT' 8, BLOC~ ~ FACFIG
RIVERWALK 4TH ADD6TlON ~ EM'~~~niNo
T~iT rr5rt 7t, • ~s 300 {~Jy ~-0+a
{]A7E; ~i "97 1r~! ~R~ +~"-*1i4~
p
' + • ~ ~^n 1r+ t"'t°a' ! F I C! tr'i s ~ ,
~„T~•a,~ s
Iniand Pacif ic Engineering, Inc. iD V
707 W. 7th, Suite 2(]0 . - ,
~e:r;v~ A'F: •}p< ~e
Spokal7er WA 99204
(509) 458-6840 t3UL 10 1997
-u iaINTY,;JUIU; O-P.
7Ni J'{-1t ~E Cr9UN71r
Drainage Easement
]Reference #
Grantor(s);
Grantee(s):
Legal Description:
Lat ~ Black ~ Plat Q~r/Qtr
Section Tvwnship Range
Par~cel ~ ' ~~'~`8~ `l~~~
In the matter of Lot 8, Bloelc 2, RivezwaTk 4th Adda.tion, KN[]W
ALL MEN BY THESE PRESENTS, that the Grantvr, STANTON -
SP~E .Lz,2,, A Washin on ~j,mited Partnership for and in
considerataon of Mutua1 Senefits, the receigts of which is
hereby ac3cnowledged, grants to the RiverwaPk awners
Assocgatiarn, A Homeowners Assvciativn as created by document
recorr3ed July 25, 1995 under State UBI Number 601-545-799, an
Easement over, upon ar.d acrass the drainage easement. 1egally
- described as fnllows.
THAT gvrtian ❑f L❑t $ , B1[3Gk 2, of RIVERWALK 4'I'H ADI?ITIC]N 3s
recorded in Bavk 24, pages 74 arnd 75, in Spakane Caunty
Auditvr's Office, Caunty of 5pakane, State of Washingtan,
described as fvllaws:
Beginning at the Svutheast Cornex ❑f said Lat S, Black 2;
thence N.0900414111W. along the east Zine of said Lot 8 a
di5tance ❑f 43.06 feet to the TRFJE PQINT OF BEGYNNING;
thence continuing td, 09°v4' 41."w. a distance of 8.29 feet;
thence 5.83016147"W. a distance of 31.03 feet; thence
5.09004141"E. a distance of 9.57 feet; thence .
N. Sp°55' 19'1E. a distance of 31.00 feet tA the True Point
of Beginning:
R.E, x %e~Exme7rt
mete Spa ,anrt►r
BY; • V
Said Dsainage Easemrnt is hereby subj ect to alI restrictian
and covenants as dedicated in the final plat of FtIVERWA~ 4TH
ADDITI9N as recorded in 8ovk 24 0f PZats, pages 74 arad 75 in
the Spokane Caunty. Auditar' s of i ice ,
IN WITNESS WHEREaF, the und+ersieJned has caused this instrument
ta b$ executed on this 5r" day of 9ii-l-i .
~~92-.
~TANT❑t+i-SPOKANE L . P . ,
A Washington LYmited Partnership
BY a STANT4N DEVEL4PMENT COMPANY, A Washington General
Partnership
ITS General Partner
BY : DEAN HaILDING CQRPt7RATION, A Washington
Carparation
Partner
14;
HY: _ , ~
ACM4owZi,l7 GMENT 5
STATE OF WASFiI:JGTt3N p
r SS
Carsnty a f _'6e~.,V6 ~
on t.tsis 51 day vg uc,y . Zg 5'~ , 3~ef ore ms, ~e
unr3ersir~ned, a N+~tar~~ " iic i:c and Par ~e Stae of +~ashingtan,
personally ap eared fb,~A;•e-b , ta ae kna►,►n
tC1 be th@ _102 rS-Zt £ N r of D"~1N 3T?`FjLY2`.dG CORPORA'f'If7Pf ra
Washznytc7n Gorgaoration, and part-ner nf STAIv3TC3N DEVELOPMENT
COMPANY, a Washinqtan General Part-:tersttip aha as the GeneraT
Paxtrrer of STANTON-SPOE{ANE L. P, , a Wa5hinqton Lim.ites,' Pa_-.,nerr°s$ap
t.laat executed the aith1n and Lvregoing inst-rvme.nt, a^.d
acknawledqed t?is sair3 i.nst--ument to be the frae and vvluntary ac-t
and deed of said pa.stnership, fos tlae uses and pur-eas~s therei.:a
mentioned, and an qath stated tl"iat he is au-tt3arized to exac*,1te
tha said instrumszst a.nd tha t the seal affaaced (zf assy) is t.he
carporation seal of said eorporation.
Given aasider my hand and of°_:c:.al seal the day arid year Iast above
arritten.
~
NOTARY PU$I.cJ.G iI'Y c31'ld for t~~ S~taC.e of
y ` v r? Wd5hiIIgtoIl P rESid1TSC~ ~t '/+u:
my CQIDIRZSSiGfl e]CpirE$ ~r r ~.1'-C~! f
. ~
~ L • -
~ _ -
12
L i-i ~
-
. . . ~EC~►~'7 i~517~ .
C 0 U 0 T Y g t~ i-f
• '1tE};`~ . p .AIi LEWO4;D HMCS
~ o. »~~Ii`lvE 4120016 3
i[AS1 i:A173iCN1
bOM£NT FE£: MOO
70TFtG F'ECGPD?NG FEE
, MUE'IT LG3:lP , REcEIVr'o
- , CHANrE : 0.
40 Re~~IPF *0
. • ,
V 15098918503 CASTLEWODU GaHa POT
Castl~►~vc~ ~~ames ~i~t~. 12aw E. r~ta, U. ~~c. wA. s~z16
FAX Dace;
Nuaba pa Wuft mva altotc:
'Cn: Frv~:
c b,_. P E-OA-~ Brian d-P1 Donna
Phone.
f'ax ptivnt. Fhone: 891-6505
Cc. Fax ptqtto: 69"503
REMARKS: Urgclsl ~ For yvur nvitw (j Rsp1y ASAP ❑ Plow ommtnt
tp~ i p
40+0j
t►~,~~~ ~ . t4PP~~ ~ ~r~- P ~ ~ .
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~ ~c ~ ~ ~ r-~ P
" ~~t~..r i r rr~ '~`.~1'~ 1 r~'v +C~ 1[. C ~ T'~ ~.~i•~ U
' P~ ~~re~ r..~~ F+cr ~ J
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~
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c
INLAND PACIFIC ENGINEERING - TRANaMITTAL
707 W. i#h AVenue, Suite 200 5po1rarte, WA (S(!9}4584" Fax• {SW}458-6814
~
TO: SPD'fCAIVE CplJNfiY ENGINEER Qa~'E;,Ju. 19~7.~.
F,~ K ~ ~h~,,4~-4>n}~ ~1 4
• q 3x+ s~ \~4Y~`M1~,Yk`k~~rr~ WE ~
~
; • ~ o~.< < wa~:
ATTENTION: Ed Perry -i.,P:E.,C.~RRQJEC-TO;, Z9».,
~FrFr~F r
PRaJECT Revisivn R6veruvalk 4tka 9F'ROJEC7 NA~M -:~~:~t~v&~~ 8fock
pRi►re`ruva'lk'O ~f
DeScription:
C) Xerox Prints U Cvpy of 'Letter 0 Ca9c. And Area
❑ Origina9 Drawing U Cantract ❑ocuments a
❑ Title RepQrt Q Declaration af Cav. U
No. Copres Descriptron
'I Calc and C]rainaae CaIc
Purpvse
* Enfarmation ❑ Review & Cvmments U Per Yaur Request
■ Wr4t#en Approval ❑ Signature &'Return ❑ Filina
Remarks
Ed - Enclosed pleaSe the Calc. and other informativn you requested
for the finalization of the easement revision on the aboVe referenc.ed
praject. I have serat the easement dvCUment to Mr. Grahm ta secure
prvper signatures. A review of the legal description for said easement did
nnt indicate any error's. If yvu could advise where yau felt there was an
errar in the legal description it woU[d be greatly apprecvated. If you haue
any questions, please da not hesitate to contact this vffire.
R F.Ow~~~~~~~ ~
: J'UL '997
~ 5POKA-tz L;;;ufJiz ENGiftEER ,
SigIIBd: ~ F .
BiliI .~Q ~Ir~rl1ng
~
~
r
U6130J9947 08:41 Filensme: BJ2 Paae 1
Display List csf Oefined Lots Orawirtg: lOTPlAFiS Lot pescriptian far: 1
6earing Distanae Horthirig Eesting
,
N 80-55-19 E 31.00 2050.67 -219.12
2055.56 -988.51
N 09-04-41 W 8.29
2063.75 -189.82
S 83-16-47 W 31.03
2060.12 -220.63
5 04-04-41 E 9,57
2050.67 -219.12
Area = 276.9274 sguare feet, 0.006e4 scres
Errar Harth = -0.00 Errar Easx = -0.00
Absr+Lute Errvr = 0.01
PerSmeter = 79.89 -
9irection of error = 5 38-11-54 W
Precisicur = 1 in 15732
1
~ -~KlVowjAL< 44% AI)T-)t`~~
LoT ~ -F!>L -2.. " pa uo Aa
~
ck~~~~~~ ~t4iO (11%)
Am-eA _ 1!koo SP
-pert,~ . 042. LP -k-'t rr.+ PV 1 133.5 LP
c.F V&t.UAAe -l~ ~8b C.F
3---5_7 c-F - - - - - ~
E7[P1RES 9/24]~
I n I and ~EMO ❑ PRa~~~~ -~;wEQWA4_44
RacI f Ic CALC. ❑ JDB NO. ~~.,Z9 - SHEET OF ~
EC1gI ~'I e B I" I I~t g ~IEETING D ~Y L DATE ~ ~
~ . '
Wesf 767 71h, SuiSe 200 5pakane, Washington 99204 OTWER CEik'❑ 6Y ~ ❑ J
~ ~
509 45"840 Fsx No. 509 458~'r844 000,
BDW5TRIIVG ME7HOC] PRC?.lECT: Ftrvemalk 4th Adddivn
PEAK FLOW CALGULA7tbN PRc],1ECT Rivenwal& 4tA AddiUon DETENTION BF15iN DES[GN BASIN: A
BASICJ: A tm-Year Deslgn 5torrn QE&IGNER: D. Hawarvd
Taai. Area 9,15 t7cr2s QATE:
lmp. Area 8557 SF
.
C = 0.30
T(me tncrement {min} 5
CA3 E 1 Tlme a! Corto. (min) 6.59
Qutftow (cis) 9
^^60 ft. Dt+erland Flaw des]gn Year Flaw 10
Area (acCes) 4.15 , -
Ct = 0.15 ~ Impxvlots Area (sq 43) 8557
L = go ft 'U Factvr ° 0.3
n = 0.40 '208' Valume Provlded 383
S = 0.020 Area " G 0345
Yc = 3.27 min., by EquaLan 3-2 nf GuEdelfrses
Time Tirrje lnc. lntens. Q Oevel. Wn6.ln VoL(3ut Storage
31 8 R. Gultu flaw ' (rnin) (sec) "r) (Cts) Lcu it) (Gu T#) (CU R)
- =^__==e_= =Y====X= =_=__YS =Y---=== =a-------
~ Z9 = 50.[] FarZ2 6.59 395 2.75 0.95 sm 395 108
72 = 3.5 TyFse8 ;1.53 _
n 3 0.016 RoAed = 35 5 300 318 1.50 441 300 141 c-=
s = 0.009 10 e00 2.24 0.77 5w saa -32
ts soa - 1.77 0.61 632 9DO -268
d : 0.149 ft. za 12DO 1.45 050 s~ 1200 -532 .
~25 150 1.21 0.42 682 1500 -818
~ A R Q 'rc TC tGU i ac 30 t~ 104 0,36 ssa 1e00 .1106
35 21I14 081 0.31 701 2100- -133g
0.59 007 095 3.31 ^w 6.59 TS 2.75 0.95 40 24[#} 0.82 0.28 717 2400 ,.1883
45 2700 0.74 0.28 724 Z700 -1976
" Qpeak fvr Case 1= 0.95 cfs 50 30DQ 0.68 0.23 735 3000 -2265
55 3300 0.64 o.22 758 3300 -2542
60 36M 0.61 021 786 36DD -2B94
CASE 2 65 39M 0.60 0.21 835 3900 -3055
' --r=---- 70 4200 0.59 0,2D 867 4200 -3333
Case 2 assumes a Time of Concentration fess than 5 minufes so that the 75 4500 0.56 0.19 895 45fJ0 -3605
peak flavsr =.9p{3.18}[[rnp. Area) ~ 0.56 cFs 80 48l]0 0.53 0.18 90Z 48M -3&98
85 5100 0.52 0.18 '939 5100 -41 61
90 5400 0.50 8.17 955 5" -4445
So, the Peak flow far the Basin [s ttse greater vf the two flovvs, 95 5700 0.49 0.17 986 57IX1 -0714
0.95 cfs 100 6L1tJQ 0.48 0.17 1016 6030 -4984,
f
2W DR41H11GE F'Ohl0 CAl,CLILATaONS
Requir+ed28' Stcrage Vvlurrse
=[rrtpeivtous Aaea x 5 tn f'4 2 fnK# 357 r.u ft
• 2W Starage Vofurire Prav€tled 383 cu R
aR1MfEC.f. REQUIREMENTS -10 YEAR DESlGN STOR
Mardmum Sforsge Requlrel by 6ovshirg 141 cu ft
Number arrd Type of Dry+xells Required 0 5ingle
1 Doubla
~
r I F a ~ T
~ 15088916503 CASTTEWUOD GaHa P03
JUne 34, 1997
Lm" MCRIDTION
m
AM8iD flARIMLAS POND
THAT partion of Lot 6, Blvck 2+ of RIVMWALLK 4TH A,DDaTat7N as
reCOrded iri HGDX 24, pages 74 and 7S r in epakane Ccunty Auditor'4
vffice. Cflunty of Spokane. State of Waghington, described as
iollowe;
Begil'u~ing et the Svutheast Cvrner of said Lot 8, Block Z;
trlgnCe N. D9 ° 04' 41"M. aloitg the eas'k lii"ie of said Lot $ a
distAnce of a 3. a6 feet t+a the TRUE PoIrrt aF BEGINNTHG,
t.hence cofltinuirtq N. @9'04' 41"W. a d1etanCe at 8.29 fset;
theni ce 8 . 8 3*.L 6147p R . a Si18tance of 31.03 f'$etj thence
09"'D4' 41"E. a di8tstice of 9.57 feet; th$nCe p. $0°5V19"E.
e C11etai'14"e of 31.00 teet to the True P'C177t of Beg1nn]Lrigi
15088818503 CASTLEWOOD G.H. P04
~
~
~NLAND PACIFIC ENGINEERiNGa INC.
~,7Une 34, 1997
o1r Jvb Ho. 97129
8 i 11 Gratlam
Castlewvod Iivmes
12720 E. Nnr+e► Ave. 8uite G
spokanee WA 99216
RE: R8V'ISED DRAIuAGS F.ASEN EHT
LDT 8, BLa~ 21 RIVLRWMZ 4TH !lDOITION
Dear g i11:
Enclosed please find the reWtsad drawing anfl the eaaement
dascriptian far tfte above retarenced prv ject,.
Ths reviaa3d easement wil7 bave tv be qranted tv the HomecrwmerB
A86eoiatian. Yvu will havre to cvntact Stanton oeYelopmen'C
regarding t]atis matter.
If You riAVe any questiong, plsase feel free ta contact this
vfffaa,
$ inCBY91!X v
INLANa PAGIFIC EHGINEE~ING Ct3., INC.
~
8,1,3s J. aslin ~
g
ass/bjs
anc.
7QV WrSi 71h *Suetr SDO 1020 Ldkrwdod Qnve + suiie TISS
5uilaer. WA 4g204 i:OL-ur d'Akme_ ip a3814
SI19-4%FL14i1f1+ FAY- "4 58 -6844 IG8-76S-77114 r FA7[• 7M.91A.77?7
~
V 15098916503 CASTL.EWOOD GoHa P05
s ,
~
Inland Pecific Enqineering, Inc.
709 W. 7thr euite 200 Spokane, WA 99204
(509) 450-6040 ~ ~
~
. ,
~ - ~
~0.+~ • ~ ~ ~ ~ _ 4
. .
~
Rer.renGe f ` Grantor (a)~
Grantee(s):
~
Lagal DesGripkion;
Eot B10ck Flat
~ .
5eetivn Tovnship Ranga
~
]Parcal iF t
IA the ID$ttr9.r of Lvt 8. Bll7Ck 2r RiVel"wSlk 4th A$iitiox10W
ALL MEH BY TH83E PRESE1+iT8, that the Grantor, ~~AHTf~,T1' - ~'J
~alMinq~ o,.,,kipited PartnesshjR, fvr and irt~ti
cvnsideratian of MutuaT Benefits, the receipts of which is
~
hereby ac:knowledged, grants tp tlte RlverrrraTk Owners
Ass[cistion, a Mameowners I►asociation as created bY dacument
recordel July 25, 3595 under State U'BT Humber 601-645-799, an
Eaeewnt over, upon and acrvsa thQ drainage easement, legaklly
dascribed as fa1J.ows:
"I'H~~ portion of Tot $ a Blvck 2, of RlVERWALK 4T3 ADDITIflH aB
recorded iri Book 24t pacee 74 and 75, in 5pokane County
Auflitorfs vffice, County of SpQXane, sta~te of Washingtan,
doscribecl as foI'1ovs:
Beqinning at the Southenat Corner of said Iot 8, 8iorat z;
theace H.43004046I"1f. alOng the east $ine of said Lot Sa
distance of 43.06 reet ta the TRU8 POINT aF HBGInIHG;
thence cvntfnuing N. D9°A4' 41"W. adi8tanr.g of 8.29 feet ;
thence S. 8 3° 16' 47 "Fl .a distapCe of 31.03 feet; thence
S. Q 9°04' 41"F. a d3sta11Ce of 9.57 gE4C ; thenee
N.80°55119nE. a diatanCB ot 31.00 f$t3t t4 the Tr12e Point
aL Heginning *
t
Snid Drainage Easement ia hereby subjeCt tv aTl restriction
anid Cavenants a$ dedicated in the f ina1 p 1at a fRIVERwArAX 4TH
ADOITIt3~ ~s recQrded in Hovk 24 vf Plats. @a9es 74 and 7 5in
the Spcakane Cotanty Auditor' s office.
IN WIT'NZSB WHERgOF, tha wzd*rsicrned haa caused thfg instrumont
tQ be axecuted on this aay or •
199.
STAHT[iN-SP4?KANE L. P
A washinqtvn Limited Partnershig
8Y: STANTON DEVELoPMENT CaM]PANY. AwashingtDn Genera 1
partnerehip
IT6 Gsnerai Partner
eY: HBUSLEY DEVEIAPMDFT ~RPORATTQN, A Washingtvn
corporativn,
Partner
BY:
ITS
8Y: DEAN BUILDxHG CORPORATIgN, R iisshingtan
Carpa9Cation
Partner
BY:
ITS
~a
~
~
~
~
JUL-01-1996 13:38 _ANB PACIFIC ENG P.04
INLAND PACIFIC ENGINEERING C9., INC.
. a Washingtvn carporativn
~
~y:~
Richard L. Nlasg
Ftesident
STATE OF WASHINGTC)N
COUNTY OF SPaKANE
T certify rha[ I knaw or have satisfactory evidence that Richard L_ Masan is the
gersoa wbo appeared before me, and thhat said persvn acknowledged th,at he signed this
insuvment, vn oaih smted thaC he was authari,ced to execute Lhis in5trument, and
ac:krttowiedged it as the Fresidenz vf LNLAND PACIFxC ENGINEEItIING CO_, INC., a
Washingtan corporativa: ta be the free and voiuntary act af sa.id corpvratian, for the uses
and purposes therein mentiozaed in the instrument.
Da[ed this.QID~ay of 199-L-, ~
- NpT PUSI.IC ' and fvr+the Smte of WashingtoA,
sY~r aFFICIAL SEAL
JUDITH l.EO ~ Residing at
xNotary Public - Washlngton ~ My appointNeni xpire
. ' A+IY CommissfaFt F-xprres ' .
Clctaber 27, 1597 ;
wti Yf"~~d'Ya/ Y Y \
95SRV Nv 611xAl.Z 41 i1
JCq",-Ql -1'996 13:38 ,.AND PAC IFd C ENG P. 03
:JLL-01-19g6 11 ~ 32 -IN-FND PRC I FICENG P, 02
► ,
STAMN DEVEWPWMNT
a '4Vadjqton Corpmtfon
~~~~~~N
COUNW oF~.
Y cer"y ma~ ~ lmw ~ vi&= dW
is t3~ pe= whQ app=W Wvre aa$ ibat ssid pe= mbwwkdW tSX be signed this
iw=mcat, oa Qath sTatcd tha he was audorimd tn axe= tlvs atd
ackmwlcdged it as thw?M`dqmr 0f ` .
$ Washuigtm caapm$tm to be ft "Free nod valuatazy ac= vf said =Tpratiolk for t1e uses
and purpow-s th~elm mentlond in de msuum=d
_j diLy of 199-p•
Daud this
94 w►~.@. az
•~►~'CaN~ ° E. • ~'C'~ ,0
40 +~,~y~4.■'e,~5►~~ ~.`■'4~~►F NO'TARY pUBIIC.` Ift W foIthe Smm [#f Wa8Wngt1f
~ i 'y~~ {~Z~~~.~~1 • ~ - RakliDg ai
My W'D1ntmeffi el[pbw t` 4=9p
. ~ ~
1-3-00 .
ft l~` i~'+a •+'I~i~A •
56O0 RlYKIkWA].x aZ'i!
~ L 7~T T
Y ~
S .P ~ ~ t~ .L
61i ~ V
UdVIBt{3N dF ENGTNEEAING ANi3 ROAI]S ■ A DIVISION OF TI3E PLFBLIC WC1idiC5 ❑EF'ACdTyfENT
Williarn A. Jvhns, PE., County Engineer Llenrsis M. 5eatt, P.E., L7irector
C]ctober 23, 1996
Qean Hancoclc
Dean Hausley Campany
16720 N E 116th Street
Redmvnd, Wa 98052
RE: P141 4C and A 1414D
Dear Mr. Hancack:
Qur recards indicate that yau still have a balarace due for bill nurnbers 6989, 6990,
7131 and 7132, dated August 7, 1996, and September 6, 9996, in the tatal amaunt of
$181.44
Your plat will not be fQled until aIl monies due have been paid.
This means #hat vnce the Coun#y has completed its process, there wil] be a deiay of at
least a week and a half, and up ta a mvnth and a half, in arder for vur billing system to
capture all of the casts, before yvur finaf bill can be prepared. All costs must then be
paid to the Gounty before yvur plat wiEl be filed.
6f you have any questians regarding thes matter, please confact this office,
Sincerely,
Steve Case
Accounting Technician
455-3600 x-277
cc: Planning Engineer - Ed P"arry
2523
1026 W Broadway Ave • 5pokang. WA 99260-0170 •{50]) 456-3500 FAX. (509) 324-3478 TDD. (509) 324-3166
February 14, 1996
TBMPORARY TIIRNAROQND
$A8EM8NT
RIVERWALR FOORTH ADDITION
A Temporary Turnaround Easement over a portion of Government Lots
5 and 6, of Section 8, T.25 N., R.45 E., W.M., County of Spokane, State of Washinqton,-more particularly described as follows:
Beginning at the Northwest corner of the Southeast Quarter
of said Section 8; thence S.5800011411W. a distance of 626.61
feet to the TRUE POINT OF BEGINNING of this easement
description; thence N.5602113311E. a distance of 150.00 feet;
thence N.3303812711W. a distance of 150.00 feet; thence
5.5602113311W, a distance of 187.48 feet; thence
5.33038127"E. a distance of 57.50 feet; thence N.56°21133"E.
a distance of 37.48 feet; thence S.3303812711E. a distance of
97.50 feet to the True Point of Beginning.
P(4t~6
RECEIVEa
JUN 0 6 1996
~puSPOKANE COUN7Y ENGINEER
~ .,y►~~~1 ~
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~
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JOB # Spokane County Engineering Dtps~rtment PM ,
1026 W Broadway
Syokzne, WA 99260 I`ist Initials
Fax Cover Sheet
.i
s
OATE: August 23, 1996 TIME: 12:55 PM -
TO: BJ PHONE:
FAX: 4586844
FROM: Ed Perty PHONE: (509) 456-3600
FAX: (509) 3243478
RE: Drainage Langua4}e for Rivervralk 4th and Sth
CC: .
Numbor of peges including cover sheet: b
Original to be seat via mai1: No Mesasge ~
Sth shoald bave the same language. ~
~
~
~ •
~
RECEllVED
NOV 1 5 1996
SPOKANf COUiifY ENGIdEER ~
,
Nq
' `aFFiCE OF THE COuNrr ENGtNEER
Sgokare Cvuncy, Wa.sh,ngtara
Augusc 17, 3936
Tv:
From: Developsnent Engineering Scrvices
RE: Language for P.U.D. Piat Bedkatinn & Covenaats
Pt'Oject AfPI4I4C, Rivetwslk 4th Additian
The grivata rtk-ds andlvr cvmmon areas shown vn r.bis plat are hereby dedic$t.ed tv the
created by d'ocument r+ecorded . uridee
Auditar's document numher
'I'he private roads, as shawn herevn, ar+e easernenrs which ptoVide a rneans vf ingress and egrem
for thvsc lors within the Plat having fronlage thereon.
~
~ 7'he privare roads a.rudlor common areas cannot te sQld or Transferred, regardPess of any
~ prvaisions in fhe covenants tv the cvntrary, without expzess apprvval by Spokane Gaunty,
~ ar~d shalI le cvnsidered subservient estaces for tax puzposes to the other lots created tacrein,
.
E]ra'tnage earsements, a5 plaitead and shown hereon, which are for the purpasc vf installing,
operatitig, and mainraining drairage swales and drainage faciiities tv dispose of runoff, are
hereby geante# to the
~
or its suocessvrs in interest.
This Plat is subject to ihe sepazate DEC1GAItATIUN [)F Ct)VENAMT as recorded
under
i0etrl
Aud1tfll'S DoG{1[~enl ND.
whicH hy reference iS made a part hercof.
(VV'ARNING: The draft covenant must be apgroved by #he County Engineeir's Off'we
PRi[31Z tv rerording the covenant:}
• DECL,+►RAnQN dF COYENMI"1'
Ia cassid=60n of ncc eppro►r+7 byy 5poganc CoumY of p1414C, Rirewalk P.iJ.D., 41b addMm.
(Wrauftcr rcfrzrnd ta as tht `Pla'), the ua6ersEgnCd rni`cnwta AM NRM t3w.
1. Tbc: subdividcrfspanaor ►viii cunsuW ft grirue rcads aad rtssmiated dnuaage fir_ihAcs in aor...,::,,y^•x
wntb the appnoyed p1aw oa fik ass ~Cou=y Enginixr's office
2. A ivt is 5uvcd by a priva►e [cx+il wh= a. the only road ftonne for the tax ka 3hc Piat is an the grir+att
roaA, nr: b. a km tuving firrmge om mnre [ha vrn road (publie ru pndrrte) ~ructs sit approach W tM
pairste iwt1.
3_ The Riverwatk Home Orvnecs Amtiacivn or ais succmres in iotrm3t sbsll atainwa the griraft rinds and
a$sUCixmd d[atmgc fscWties tin oonfinmancc widi the aFPmyed pim oa fde ist thC Couy fingnssr's
@ffic:c.
4. T!ke owoc:(s) uf any tot crcaced bY ft Pin nr altcradon r.herevf aud served bY a privaor roaQ " be
rrsgonnblc fnr malwAmumx Qf said pnirw rca+f, uxludiag assacimd draissa$e Fgcilities, ia casfoxmanrx
wirh apprvved plaAs an fsie wiih the Cwrng Fagiaoer'g office.
5. Manwnance financing uf dK gmAtt nuds mtsd asstxiated draimW itraliries stwll be in a~
dctZrtuaed tsy dbe Rivcr*alle Hcme dvimn Associartiun nu sheir gxceswa in imtersst.
6. 5i+auld the kivsr►H►1k FPsrme Lhvaers Amr.`iarion be tenn=ted for uEy +cLvon, the success;m iu iniesesc
" he die indsrnd[u1 iQt nwnm. rn sLxir mu-cssso[s in is=est, whoo aua msmbeers of ft Riverwalyc 43o=
Owners A&90CiiRon it the ClffiL 0f daid m+.nGrmrirtrt
7, Lil 'ItlC CYYCRt wi pTlY24C fUGd 1wlltdlII$ 3SiOC1i1LCd elr2ina~ faCilIbi$ IS 1mpmYed WspDkaw ECAIIIt]I
ft1_fl[lild4 fbt puWt SirCCLS, iDd the C[7uII[y 1S 'tiY1rag [A amtgl dw "u[ion Ot RtLh road aDd attiaW
bc.'Lll.tiCS, eaeb lU4 UW[!C[ sbafl G'xm11tC a13y cDaYG'}Ia= omwacom necc`~y to axooq115h stsch dcdtmw_
ihwmrs ut Ii,ts widLin the Piias cvho are servtd by ssuh road may suc and recuvtr damagss and auc'imeys'
foS.s fream any owner of zn3' lec wisbiu the Plat ►vtiich i5 " sn-ved wto [efum ha participm ut die road
xnd ftiaxl;M f9c's1itie5c0M=Ma0m. fi=Xi.ug, and Mfl„""Y.
9. WARNING: 5pukaapt Caunty haa tw fes'pondhility tcr build. Tmgrwc, at maivtafo ar oownvim strvitt
the privare roads. und ime':ued deauiage foiiticc cnQrsned within ar piv►'idin8 servise tn rbc prop"
sfracrihed in she Plaz. BY a=pdV th'ss Plu or subatquently hy allnwiag abui1►1ing Dumk eQ be isaud
ior yrgnY iDn a private mad, 5poiam Couniy asumm na ubligminu Fox uW pfiwate mad +u+d ft nwwrs
hCmby scbwwkrl8e thm die CoumY bas iia obfiguiou of auY kind of natrus whazoever w cmUisb.
examine, snrvity, wroittct, ger repair• imptuvc• maintain. Pmvide draimgc or saaw remwai ou i pnv=
road ar its° assocWW draimW [uilities.
10. s~kaw Coumy is h=hy gmwea the nsn~ ~f ingress um ~ ~i priYate weds ana~~ "mp
tzsi:ments. £ur the aurpwx ctf iaspectm and cmgrgewr nuimentwe vf dr4mage swates, and aay ctbim
drai*W fiLeilities, it rAx pscTerty mafntained by the Rirer►vallt Homao►vzrr's J1ssodatEQn, or rhrsr
swxtwuLS in iow=. 5po1aw Cowty does wc aucr~ rlit rrsgaaubiliry w inspeet and maiawa the
drai,nagc or draissap swalcs, avr does Ibg Cansmy amept aap 3ubztiry for fiilare tg+ the
Riverwa2Y 1ioneowuer's Aswcalan, ur their m...Kessws in iatutsa an ProperiY mm'Hain 5uch arrss.
11. Tbe 1ot uwocs within Ws P]at "he ttld [esptunsiblc fal keepM9 cpes xnd auwMain"sn ftsvrfKtPaih
of aatural or mwm=de drAimgc flvw ovtr uW acm tbrir mVwIve pMMOO.
12. 'Re lot ovtrnet ai his representati►rc sWi infosm elch succeedin$ f+urchaser of A1i draiaW tascmsm ua
de ,psvpmy +aad vf his req=sibifitY fur mgnmiWq mutwc dmiaaSe Paths and swalzs ►vtthm sxid
ea~•
13. Tbc Riveiwalk d3omtuwoa's AssociaAun, or didr YxVssbvts ia iaterese, "1 MiZrain al1 vr4ex yuAsry
umwwx swales (1208 bwrnlrs') &d da'k-e ditclm siaaW witbin diis Plat, aw eny porsion crf a208
swale sist-ted in the pub1sc ri&-of-war adjacent to LUs I'las, with apermanent ground co►rx as bVeLiFiad
an de carr*au appresved pfm oa file with cbe C.oM7 E119MCC1'3 Office. '!U Rircewa1k K0MVVm19r's
Assaciapirrn, ur tbtir meeam in iakerest, ma7 iu+ta11 sppravod shrubbery andIQx tsrm which do w
obssrutt the tiow ad percalatton of siorm drairrAg wttcr is4 che 208 sweles snd draiaW dlmbea. as
Wdkated by :hc current xR➢mvai Pm on fi►e vrith tbc Cauuty Engi~'s 4flFia,
14. 5p!g1m CGUntp does not aDxpt the zeVoiWhiliiy iaf ~'laing the dr"W wum On Fivm IcN withill
dmimgc CAMotaus or oooo1Aia u~s, wr thc rnWndbibt~1 for an]" damap. what&erer, iac]udiAg'but
m iimlml ca imrtrsc condeunqwan to aay pwpvties am Do deficicoe amtrviwb wir11vr munmuuxx csf
daimp covr= ;n dmmp cx== em ,priratc prupemy.
' +15. Whencwer Wt Rivarwalk Homeowmr's Asaociatiou, or their succes.wrs in iuttrest, fail to niaintain the
drainage fxiliries in conformaace wich the approvccl drainagc plan, a mda of auc;h failu:,e mar he given
to the Riverwallc Hcrmcowner's Associuion, or thsir avcx;exsOrs in intecest. by the Couirty. tf not evrneced
widiin the period indicatcd au said nocice, the County has the riglu co correcc the maintcn;uux failure, ar
eu have it correc[ed, u the cupeaa of die Homeovmer's AaKxiation, or (heir suaessors in intcrcse.
16. Auy building t2ut is coasuucted on a lot in this P1Yt shall be set at svch an eirvation so av to provide
pasidvt drainage av►rry from any drainage entry poira to the building (including but not limitod to a wiudow
wcU, a window unprotccieJ by a window well, or a daorwzy). Said positive diainage shaU eoruist of a
minimuzm slope of 3 SG away frum thr building for a distance of at lpst 10 fett from the building. Thc loti
shall br brddcd in that either a) all runoff is routed away fmm the t+uilding, sud conveyed over the Ioc w
a nariu-ai dninagc aw8lt or appioved diawabe faCility. or b) drainage intrrceptcci on the la is disposed of
ua the lat in an apyruved drainage faciliry. The appmved draiuage faciliry shill be coustnicted in
amordance with the apprvved piaac an file ac the Covnty Enginxr's Otfice. Any cevisium tu the approved
draiauga plans must be approvzd hy the Counry Engincer's Qffice prior to coasuuction uf said nwisimu.
17. This oovcruant aad agrewnent shall run witL the land wd sba11 be binding upou the owner, theit hcirs,
succemts or absigai, including tht oblisxtiun cu participate in the maintcnauce oP the pdvate road inci
drainage facilitip Zi provided hetein. -
{MIVIDUAL OR CORpORATE ACKNOVVI.EDGEMENT}
{QYDIVmUAL ACKNOWY.EDGEMENT}
(81111)
STAT$ OF WASHINGTON )
) ss
County of Spokanz )
1 certify tbat I lmow ur that 1 have satisfutury Cvidence that
(and )►s(uc )!ht Person(s) who appeirtd btfore me . and said peisons acknowledQod that
bc(she)(tbeY) sigaed this iastrument, on oath stattd that he(s6e)(tleY) was(wece) authotized to execute the iaacument
and acYsowtedged it as his(6er)(tbeir) fax aud voluneary act xnd dced, for the uses aad purposzs sucrd in dhe
iarcrumenc.
DATED this _ clay uf , 199 .
NOTARY PUBLIC in wd for
the State of Washingwn, tesiding u _ My
.ppoinuneac expires .
ALIG-23-19% 13:05 e115e415 e2130414e215e514 P.as
{Co~TE AC-KNt]v~DGEMIENT)
(cvRPORArIaN rtAME)
A (cam of Smc ai Lwmpvratm} (Type c~ Corporam Entity)
{e.;.. A w&Wagto4 I,mvcsd Psrmrship}
Sy:
m0c?
scATE OF wASUNc'rON a
CouCty aP 5pvk= 1
I cxRifj+ taae I kww w mmt 1 bavs saLi~.~eor7r CVidtM t1,M
is ft prm whn appmred before am . aad mid pmoa wJmuwTtdged that be4sht? si5eted this Lnsummcit• Qn oath
sdted that be(sbe) was authariwd to txeme the insmuneM &W aclnowledged it as the _(TioA Of
(Ctrppnina mm) ta bc the Ei+ee aad rolrustary a..tt vf s=h c~~mUm far tbe u= aW VwTtrses smted in the
insuumumt.
I?AZ'ED thia _ day af
NO 1'AR'lf PUBLIC ia snd fcjr
che Stats crf WLdAugm, m4dinE at - MY
tent CROM 1
71.i1AL r.05
47~'~5i
S P aI-r- "k r,~r.a r-i- -r Y-
I]IVI5TOIV C]F ENC3TiEERING ANl7 ROADS • A 1]fVI5I47N (]F'CHE PLfBLIC WpRKS 1]EPARTNdEtdT
Wilharn A. ]ohns, T'.E, Counfy finguteer L]ennis M. 5eatk, P.E.. Dirertor
July t, 1996 Past-le Fax Noce 7671 7
ioaYe ~Pa9es ~ r
1 ot~d VVhzpgle, P. E. T~ TOm NFrom
IPEC , cQMept ~ ~ -
I 4ta- C,, AOU~. u~6
(via Fax) i Phane # ~Rhans ~
Fax # `Fax q
Edward Dean - ~
Dean Suilding Corpvratian - - - - -
16720 N.E. 1 1fth Stxeet
Redmvnd, WA 98052
SUB]ECT: P1414C - Rioerwalk 4th Additivn
F14I4D - Rioerwalk Sth Additivn
I)esigu Deviativn Eactensfan .
Gentlemen: We haWe reviewed yaur letter af 31 May 96. T'he Cvunty Engineer's approval o#' the design
deViation fvr the private rvad sectian is extended to these prvjects.
If you have any questions abaut this mattcr, piease cvntact Ed Parry at 456-3600. `I7iarilc you.
Very truiy yaurs, `
°VViliiam A. ]ohrrs, P. E.
Spakane Ctiunty Engineer
Edward 4, 7r., P.E. Flan ReView Engtneer ~
cc; projec[ file
reviewer
~
1026 W. Sroadway Ave. • Spakane,'Wth 99260-0130 •{509) 456-3600 FAX: (504) 324-3478 'i'JI]. (549) 324-3166
Mernorandum
Dgte: June 13, 1996
To: Bi13 Hemmings
From: Ed Parry
Subject: P1414C - RivQrwalk 4th Additi[aa
Design Aeviativn Exteasft Request
1. IPEC is requesting an extension of an existing design deviatian
apprvval f❑r a private rQad sectian. This grevious deviatian was
approved for the private rvad sections in ghases 2 and 3of this
praject.
2. We should recammend that the Caurnty Engineer agprove this
request for extension ❑f the I]esign Deviation appraual. This
secCian will help prflvide design Gantinuity for the private roads
through the praject.
;Ve)
~ ~ A+~ P► rr G~a~°~{-~ ~d a7
~~L~~7` ~l~ P~ (l~G ~~~+~~r S' J~' ~d ~ ~
~
Ito
INLA1'VD PACIFIC ENGINEERING, INC.
Ivlay 31, 1996
.
IPE W.O. #955$0
SPokane CountY Department af Engineering
~i~~v~~
1025 W. Broadway RE
,
s~~kane, washingcon 99260-0t 7a J UNO 6 EB
Attn: Ed ParrS', P.E. SPIOKANE COuNTr ENGitiEER
RE: Riveewalk 4th Add'ition P'rivate Street Design Deviatian ~
Dear Ed:
As required under review comment #8, I vvvuld Iike tv request to extend the approvafi of the
existing Design Deviatian far the abave referenced p1at. I haue enclosed a copy of the original
Design T]eviativn fos yvur review.
PIease note the Qrigonal I3esign Deviatian was prepared fas the ari,ginal phasing of 90 tota1 Iats, Phase 2 and 3. The lats and streets includeci in this extension of the Design Deviation, far 4th Additian, are included in the ariginal 90 lo#s ,
If yvu have any questions cancerning this matter, p1e.ase give me a call.
5inr,erely,
Inland Pacific Engineering Campany
Sruce A. Hvward, E. T. T.
Psoject Manager
cc. file
707 West 7th • 5uite 2~ Z02{D Lekewood Qrive ■ Suite 2[}5
"`~S~ 5pokane, L1rA 59204 Coeur d'Rlene, dD 83814
569-458-6840 . FAK: 509-458-6844 208-755-7784 • FAX 208-754-7277
-
r~ r p g~
. ~ ~
41995 R.EQUEST F!DR DESIGN DE'UIAIIC)N -2-1
$3a.ao -
- ~.P.~•G-- - . . _---DA-~ June 28, 1995 RDAy} NAME See Attachment A6 B . GRPIRM # N/A
NA,ME C]F PLAT 83.verval.k PU'D P,lat #ZE-92-8 I
ADDRFSS C]F :BLDG N/A
I+iAME 4F HLDG PRDJEC1' N/A BIDG# H9 S 8 T 25 R 45
FFDERA4STATE PRQ.TECT # N/A PRD]EGT LMTiS N/A
EXIS"ITNG CONDTTIpN'5: PRQPUSED DvIPROVEMEISITTS:
ROAI) WTDTH NIA see Attachmemmt A, B, C. & I]
RC)AD 5L7RFACE N/A See Attachment A. B, C. 5 D
AvG. DAILY 'IRAFFIC idla N/A
Cuzxent Traffic Cctunt Design Year Traffic Cvunt
PR07ECT DESCRIP'ITC3N RivexwaJ.k Rhase 2 and 3is a 90 lot PUD wfth private 3xzter3.or streets
and acce$s to the projeet from lndia"a Avenue. Imrovements include publi.c sever crate~c,
street, and drsiaage imprav~ents. ~VEQ
PRflPQSEb DESIGN DEWL4'FION Ple.a.se see Attacbment "An MALU
' 6t'I,+ISn3VE GCIUNTY EIVGINEER
r[.TSTTF'ICATIDN:
Please see Attacbment "A" and "B"
SUBMI"ITED BY Iuland Pacific Engineer3.nig Ca. L]ATE June 28, 1995
ADDRE.SS 707 West 7th Avenue, Su.ite 200, Spok.aue, VA - Z]P -CC]DE 99204
'
PH4NE # (509) 458=6840
ADDUSTRATfVE VAR.IAI+iCE FEE DF _§30.04 PAID 'I'D SPOKANE COiJN't'i'
7026'W BRoADwaY, SP4KANE WiS, 99260-0I70 PH{}NE (509)456-3600 FAX (509)324-3478 _
-itEQ[JES'C WIiCT.. NCYT B$ RME'W o[1T FLTNDS- ~j
CASHAeHECK # RECEIVEI7 BY DATE 7
IU c/ Cj
~ ~ ~
` L]ESFGN DE'['IA'ITQN
.',RbCOMMENIIATIa NS .
.-f ` .
7''11/~
% 0 k, Pf CTt~ 7W-E /~7,►~d ~~S'~~D I~L'("-~ 7°~7~~ "S~~ r„ I
- - -
4
kpPraVed Approued wJcanditioAS Alat Approved
Froject Manager ~ Date
7~. Pn.t 4i E r,..rt Tto.d -
'Lpproved Apprraved vvJcoaditions Not ApprcFved
~
Plaani~ & Tra~c Engineer i3ace. _
~ A
~
- ~
kpptnved Appr ed ov]€vnditivns Nat Agpr~n~ed
~
5 ~
Praject Mauagement Engineer Date
7
'PPToved Appres►red w/rnnditions Noc Approved
. flge tions Engineer _ I7ate
PC}KANE COLMg1'9C ENGIlVEER'S. ,
ZTER1VIINATION:
as -
~
:
.pprtrved w/na conciitioas A,ppsm+ed as reoonnmeuded atoveNnt ►4pPaoe.'ed
y
, ~ ~~~'r ~eFf •e r ~ ~ J F J ~
SpGkaIIB CoL1ISL]r EIIlgmCei , I]aYB
°.E 41~~ ~ . _ tL :..fJ"
. A_.,..._. . .
,n„ ,o _
.r
Pr ~y
f . ~ EXHYBIT "A►"
F'rvposed Design Qeviation #1
This request is to aIbw the final piat knaum as Riverwalk P.U.D. to be reviewed and
appraved under the receritIy asi'vpted "Applicatfon Pracedure" as described in the 1995
SDakane Countv Standards fnr Road and Sewer Construction. The project wilg be
designed in conformance with the road sections contained in the EXTF-NSION pF
TTNIE and the preliminary plat (PE-14 F4-81f PUDE-1-$2/ ZE-92-$ Z),
Justificatian
TTliie recent adaptivn vf the 1995 Snokane i1rit►r Standards for Road and Sewer
Construction has lefr same preliminary plats in acrossvver status from the olti standards
to the new standards. nerefvre, to maintain continuity in the praject, we progose the
entire norTh hal£, including Indiana Avenue, to be reviewed under the same reView
pracess.
Prvposed Design Deviation #2
T`his request is for the approVal to construci the private streets and Indiana AVenue as
shown vn Attaehment B. (Please See Attaehments)
Justiflcation
I3ue to the development of the north hat€ intv iwo separate cammunities we would iike
to get 2 grivate roadway sectivris approved. T'he first sectivn includes the 6' walkway
delineated in the roadway area, whi1e the secvnd includes an integral sidewalk behind
the curb, with an alternate section far a pIanting striF. These are described below.
A) Interivr private streets: For the empty nester community, the paved walkway will be
delineated by a paint stripe to separate the driving Iane frarn the paved pathway. 1his
wa11 give the empty nester carnmunity a diFferent loak than the other areas vf the project.
B) Interinr private streets: Fvr the non-empty nester comrnunitY (generaT family
communitY), a sidewalk wi11 be pIaced on one side of the rvadwray adjacent to the curb,
u+ith an alternate planting strip section available.
C) Xndiana Avenue: The eacisting cross sectinn is canstructed with Type "g" curb and
gutter as shown on the North Idaha Engineering plans, with 40' £ace af curb to face of
curh. We want to keeQ cvntinuity with this cross section for the entire project.
1 ~ rJ t._„'
~QUEST FIDR DESIGN DE'VIATION 2-
$3o.ao
; DATE Februarp 5, 1996
RQAD NAME Fiar Rock I.ane CRPIRII] #
NA11+E CJF PGA7' Rzvezwaltc P.U.D. II'CYl Addit1pTY PIa[ # PE-1414-81
ADL]RESS C1F BLL}G NIA
NAME {3F BLDG PR[J,EECT N/A , BL,DG# $9 S $'I` 25 R 45
FEDEFCAJJSTA'TE FRC]JECI" # PRG.TECT LIIdM
EXISTT1+dG GQIVDITIONS: PROFQSED MTRU'VE11+IENTS:
ROAD WII}'ZH N/A 35 T
RC]AD SURfiACE N/A ACP over CSTC
.AVG. ,I)AII.Y n?,~IC N/A N/A
.
Cerrent Traffic Coua[ Desi,gn Year Traffic Count
PRQdEGT T]ESCRIMON Riverwalk 4th Additicrn is a 38 lot P.U.D. r.iith private raads and public
sewer and vater.
PR(]POSEI1 DESIGN DEVI.AnDN To construct an "eqebrou" at an approramate 90° intersection on
aprivate road to provide frnntage fnr 3 residential lots.
T[1STTFXCATZON:
The "evebrow" wi1.I vrovide abetter use of space and provide frantage to 3 lots that vould
vthervise require a sLu]h road witta a terniraation point [3ff a prnposed tight radius cu'rve.
This 3s nvt a standard sectivu for private roads but has been appraved prenivus projects.
(SEE ATTl1,CHED PLAN. ) '
vto
- FEB 0 ~~ga
conv
SL3$IVITTI'EI? BY Inland Pac~fic Eng3.neeri.ng DATE Februax-y 5, 1996
ADDRESS 707 West 7th Avenue, Suate 200 r Spokane, WA ZIP CC]T3E 93204
FHC]NE # 609 ) 458-6840
ADMIMSTRAwTME VARLANCE FEE OF $30.00 iPAED 1"Q SFClKAN'E Ct]LIYY`I'Y **.'r~*+
1026 WBROADWAY, SPOKANE WA 992M-0170 PHONE (509)456-3600 FAX (509)324-3478
fiaff5 -REQuuEST wtLL rrar sE xEurEw+F-D wfiMav-r FUNDs-
CASHICHECK # RECEPVET] BY DATE
°
,WWMsaAM M
SP'OICANE VALLEY FIRE DEPARTMElVT '
• ~ ~ Spokane County Fire Pratectian District No. ]
r a1
` 10319 EAST SPPAAGUE AVE. • SPQIGANE, WA 992[]6-3676 + (504) 928-17(DS] + FAoXg6 ~ ~ ~ ~.1' ~
R. Pcxt Viumptrrlos
Chfef
FEB L L 1996
1.r.C.
February 21, 3996
Spokane Caualty Engineers RECEIVED
Ed Parry ~ ~
1026 W. B~raad~aay
Spakane, WA 99260 SP7K►4NECOUNTY
ENGINE€R
RE: Riverwalk 4th & 5th Additions
Dear Mr. Parry,
The Spvkane Valley Fire I]epartment will apprave the turnaraunds
as drawn fmr Riverwalk 4th & 5tlh.
' S incer
r
ale~in Mil1er
Fire Inspector
KM/md
cc; Brock Materne
IPEc
s -
~ J
_ ~
I
Sp C> x< A iv ~ C~ v rr --,r' ~
DEPARTh3E1VT 4]F BLfILd3IIJC AtVD IiLAidN[RIG • A DIVSSTDN OF TFFE T'LFBLIC WORKS DEPARThIENf
]AmES L. MAhi5C7w1, C I3.0.DIRELTOR F]ENiVI5 M, SCC7TT, P E, I]IRECI'OR
MEMCIRANDCJM
RfCEl11ED
APR 0 11996
Tf]: Divisivn of Engineering and Roads
Division of TJtilities
T)ivisian caf Building and Planning
Spvkane County Health District
Spvkane Counry Parks, Recreaxivra and Fair
Fire Protection District No. 1
Cvnsolidated Irrigation ]Jistrict Central Valley 5choal District
FROM: I.vuis Vdebster, Planner H
DATE: Apri1 1, 1996
SUB,TECT: Praposed Final P1at vf PE-1414-$1 RIVERVVALK 4TH ADII3ITT(]N
Enclvsed ind copies of t'he abcsve reFerenced fnal plat. Please revxew and farward any
comrnents by April 10, 1996. Tf yvu have any questaons yvu may contact Lauis
Webster at 456-2205.
Thank you.
5am
Enclosure
c: Inland Pacific Engzneering, 707 West 7th Avenue, SuiCe 200p Sptrkan.Pi= WA 99204
1026 WES'T BADAC3WAYAVENU3E • SPOK14NEr WASHIi>f.~`.TL]N 9926[]
BLTILAING T'HONE- (509) 456-3675 • FA?C (509) 456-4703
PLANAiING F'F3Q1VE: (509) 456-2265 • FAx. (509) 456-2243
ar7o (509) 324-3166
r _ .
r1
- RECEIPT Qate 19 21r 2
; Received Fram
►Address - - -
Fvr FIA/~~-~ Dvtlars
r~ r
ACCOUNT HDW PAID
A~Otlwr CASF
,uMr. PAra ~ P t! C`,~ f aiIEcK ~ ~ p b ~ I • r
ahuNcE 1 ~ I MaNEr p dur O
RAER ay 114W
8K308 r&UFQ," • . - "f
- - + ~
MMN SPOKAWE L P. 0U 1744
4ArtE ENVC7ICE N0. DESCRIFFIV114 ~ INVOICE AMC]L1NT ~ []EDLIGTIDh1 ~ OAL,RNCE ,
2-1-96
Spokane Caunty Engineer
4th Additian FTat Recording
$1, O0. O0
~ CHECYC
2-1-96 NuMaeR ~ 1744 $100. (]0
pLER$E DELqCF4 TH{S PpRilC1N AHCI RETAW FOR M[fUR FZCdR0.4
. 1
STANTON 5POKANE L.'P, KEV eANK aF waSxtHOMH 19-57112M 001744
1672ONE i16TFI S`f (206} 869-6618 Bellevue on fourfh
RERM4ND, WA 98052 10655 W 4th St.
Beilevue, WA 98004
PAY:`r^"*'-,;:'-'-*One HUIIdrLd DC]llr1rS r3nd N0r10flr:**aW*-;w;.~,~.** ~~~~+~,~ti.~~~.;:.;ta;`."C~~a~~JC•;ta:,J+:;7sa~;L~ *.;r:7:'
S]pTE CHECK ND. AMO[1fdT
2-1-96 1744 $100.00
PAY Spvkane County Engineer
rO nHE
aRoER
OF
.
II,f1C7L^rlililim 1:1 2 50 00 5 ?43: 22G 5355 5li'
-
1 ~
~ .
INLAND PACIFIC ENGINEERING, INC.
February 15, 1996
Mr. David Berto
spokane Caunty Engineer's Dffice
Nvrth 811 Jefferson
Spokane, wash.ington 99260
RE: RIVrERW.PyLK FO[]RTH ADI32TION PE 1414
Dear Mr. Bertv:
Enclosed please find two capies of the draft finaa shvrt
plat referenced above. Please revfew far final approval.
Enclased also is a check for $loo for the final check fee
and a copy af the plat certificate. Mr. Dean has sent
clirect:Ly tv yvu the fee agreement for Riverwal,k Faurth aaad
F'ifth Additions.
If.yau have any questions, please do not hesitate ta call.
Thank you.
Sincerely.
INLANT! PACIFIG ENGINEERING Ca.
Bi1 ie J. 5 arlg g
BJS/gaj s
Enc.
707 West 7th ■ Suste 200
Sp[akane, WashmgCOn 99204
-
503-458-6840
' FAx 509-45$-6844
- -
JUL-01-1995 13:38 INLRND PACIFIC ENG P.102
r1c
1NLANU PAClF1C ENGINEERING, tiNC.
JLily 1y 1996 W.O. No. 95 580, 95 581
Spakane Caunty Public Works
W. 1026 Broadway
SPokane, WA 99254
Attn: Ed P'arry, P.E., Development Setvices
Re: RiVervalk 4th and 5th Addition; P-1414
Ed:
Fer aecent cvrrespond.ence and a conaersativn vvith Paul Linnemann (tvday) please fiod
enclased the required notary° signatures far the cvnstruction inspec#ion contract. These
iterns shvuld represent the final aspcct af the acceptance pmcess. If the mylars are ready
for release, please call and put them at the front counter and a representatiWe f,rom vur
finn will pick ihetn up.
5incerely,
Tn[ Pacif ngineerang Co.
. -
Todd R. Whippie, P.E ' .
TRWItw
enclasures
cc: Mark Hancock, T?ean-Hvusley Cvmpany
file
. Tf
rpy weg 7Fh • Suiffi 200 2020 lak,. J Rrirc • Sune afl5
Sookane, WA 99204 Coeur d`tUenF.1(3 $3814
5G9-458=6840 . Fwx: 509-45MB44 2{]8•765-7794 • FAA(. 208-769-7277
- - ~
~S ~ ~ ~ ~ ~.r ~ ~ ' C c~ r~ ~•r ~
[71V1SIIOt+i OF ENGINE£AfNG ANG R[JADS ■ A DIViSTON OF THE PL3BLIC WL7RK5 DEPRRTMEi+IT
WiItiam A. Jahns, i'.E., CaurtSyEngineer L]ennis M 5eott, P E.. DFreetar
Apri13, 1997
Torld Whipple, P.E.
Trland Pacific Engineering
707 Wes¢ 7th Avenue, Suite 200
Spokane, WA 99204
SLTB.TECT: P1414G - Riverwafk Sth Addition
Plaxt Submittal (IPE letter dated Mau-ch 19, 1997)
Gendemen:
We hawe cansiderei y4ur request, and have reviewed our files far the various phases of the Riverwalk praject.
The primary access poinc ss located at rhe eascerly end of Indiana in Riverwalk 6ttt. It appears that access co
RiVerwalk $th is, by any routing plan, available oniy by travelirag same distance on T,nflianna Avenue. At our
lasL sire visit on Agri1 1947, Indiana nad not yet been paved fram the east bouundar}r of kiverwaEk ?nei,
rhrvueh Riverwalk 6th, ta the access pflint for Riverwalk 8th.
We wo►gld ti,lcce to note thac the plat apprt7va1 for Riverwalk 7th was granr.ed in spite of the laek of approved
plans for the Barker Road irnprQuements. Those impravemenfs beGame necessary due to the loc threshvld
whiih IPE had indicatesi would requtxe those unprovernents. 1'tse plan accepmnce of Riverwalk 7rh was not
atfected by the acceptance af Indiana, as the prirnary access to rnost of the Riverwalk 7th lats 'rs expected to
oecur from Missian Avenue.
The +Caunty has been working with IPE since at least the Spring of 1996 on devetopirg the consrruuction
documenntation for those phases of Riverwatlcc which constructed Indiana, and the supporting drainage faciiities,
up to the westerly toundary of kiaerwalk 6th {ghases 1, 2, arsd 3}. This was all so that fallawing phases which
aceess Ltdiana r.oufd tave plans submitted and pfats appcovecl. The irst subrreiual of Ehe Record Drawings and
supporcing documerits for phase 1was received ur Naverinber 1996, and comments were recurned in Deeember
1996 Tv date, the actiorts aaecessary so adciress the various comments noted in aur revzew af IPE's submittais
fior phases R, 2, and 3 have nvt yet b~n compteted. We ackncawledge recelpt of ilte Phase 1 Record arawings
submitted at your meerinng with Ed Parry on March 28, 1997 }.'C1u al5[? 1ridICaEed 1ri [L3St Sri~etITig tt]aC the
Record Drawmgs for phases 2 and 3 would be submitted by Agril 2, 1997.
As yau wili recall, Lhe pians fvr Riverwalk 4rh and Sth also were not to be submitted unr.il the Gvunty had
accepted the consmucLion and establisheci Indiana fbr maintenance. This pasitivn was talcen sa thae the 5ponsor
did not get placed in the position of havittg to maintaiai and glow what wvu9d be the major access inw and
thraugh this large subdLVisiQn until the rvads were ~a~z~ally established as Caunry-maintained roads. This is
simzlar to the situation iai the Westwood Subdivisivn, with which you are farniZiar. It is unfortunate that this
posiuon had to t3e taEcen ou thase prajecrs, but it was the oWy optian available tn the Courity to encaurage sonne
action taward the acceptanr.e of Bndiana. As the 5ponsQr demonstrared progress on the acceptance of Indiana,
1026 W Broadivay Ave. • 5pokane. WA 94260-0170 •(509) 455-3600 FA.Y. (509) 324-3478 TDU. [544) 324-3166
Todd VVhipple, P.E.
P1414G - Plan Submit#ai
AprU 3, 1997
Page 2 of 3
rhe Cvune}o relaxed that position r,.v accepting the plans for review, and then consr.ructian, with plat apprQvaf
of Lhase phases to be granted wehen Tndiana had been established.
At our February 24, 1997 meeting with the Spons(ar of phase5 1, 2, and 3, vve had indicated the Count}+
Engineer would be willing to consider granting Final Approval for Riverwalk 4th and Sth prior to acceptance
of Tndi=. 77tis, laowever, was conkngent u,pan eorrtinued progr2ss towurd the acceptance atrd estalilisfiment
of Iridiana. We are c4ncerned that with the Record Drawings having been submicted, progress in processing
the calcuIations to support the plan changeS may staLrnate. This will have an efFect on the plat agpravals fpr
Riverwalk 4th and 5th.
There are many items which can, and shauld be compieted priar to che actual submittal of the Reccrrd
Drawings anc[ supponung docurrients. Among these i[ems are arey plan changes which are Contemplated. Plan
Change Requests sEiould te aceated in a fashion analogous to aDesign Deviatian Request in the project design
process If plan changes are neces5ary to accoun¢ for fiePd contiitions, rhen rhe justifitatiQn for rhose ihanges,
to include all supportmg calculatibns, wi11 need to be submitted, and rhen reCesve rhe Caunty Engineer's
approval, prior to submiuirrg €he Record Drawings. T[[tis is neeessary so that (1) the processing of the Recard
Drawings is not tielayed by iCie processing af the plan chWe5, and (2) so thac Record DrawLngs are not
returned due to plan changes which the Counry Engineer wil1 not approue. This will also mirumize the potential
to re-record any additionai easements which may result irom the prc7posed p1an change.
We are enclosing a list which smmmarizes generatFy the actions rsecessacy to addxess the different categories
of the commencs provided. Please refer to the actraal cormments {previously proaided} fcrr the specific items
of ct]ncem. Qur Cle searCh indicate5 thm calculau4ns shDwing hvw the revised pond5 meet GSM requirements
for dvater qualiry treatrnent and starage volume have not yec been submitted. Althvugh the Caunty Engirieer's
[3ffice is grunarily coneerned with rhe calculatians far ~onds receiving runoff fram public raghts-of-way,
calctilations for all pand reuisions (including those which 5erve aniy Lhe private raads) are needed as parr of
the public record far chi5 projeex.
we will a11ow the submicral of road and drainage plans for Riverwalk $th and 9th Additions at this ttxne. In
liQht of the above, we da not feel that it wvuld be prudent to accegt €or cvrstructivn pEan submitmis far those
additional projects which can he expeeted W haVe their primary access from Indiana, until Indiaiaa has been
accepLed, and established by the Counry fac maintenance to the point of primaryr access. '£his inc9udes
Riverwa.Ck 9th, as weEl as Riverwalk 8th.
TOdd W1'llpple' P.E.
p1414G - Plan submitr,al
April 3, 1997
Page 3 0f 3
Please let us kncaw, in writing, when the other supporcuig ciocumenrs for Riverwalk 1 st, and the Record
I]rawings and supporcLng dvcuments far RiVerwaik 2nd, 3rd, and 6rh will be submitted; we woulld also lilce
to kraow when to expect any P1an Change RequesLs which may be needed. I would appreciate your response
by April 9, 1997. If you have any que.stions, please contact Ed Parry, either by letter, or by telephone at 456-
36M
5incerely,
William A lvhns, P.E.
Spokane County Engineer
i-1~~ ~ Jr.. p. E.
Plan Review EngBneer
ce- f'rvject file P1414. F1414A, P1414B, P1414C. P1414D, T'1414E, F1414F, P1414G. P14I4i-I
Spokane Councy Puhlic Warks nimc[or• r3emus 5catt, P.E.
Spokane County Engiaeer's Offce: Bd1 Ivhns. P E . SiH Hemmmgs. F E., Ed Pazry. P E.. L7ean Fran2. P E
5pvnsors
Rsaerwalk Isc. ?nd. 3rd, 4th. 5th: Ed f3eanJMerk Hanvock. Deace Hausley Compaity, I6720 N E. l l6th 5treet, Redmvnd, WA
48052
Riuenvalk 6th: Mike [-[ume. Tomisnson Bfack ldorth. 8205 North I?svasivn. Spvkune. V4'A 992478 Rsuenvalk Sth
Rivenval,k 8th: Miice Miller. P E IZ1oug Birch. Pacific Frvpenies Inrorgorated, 14410 Sel-Red Road, Bellevue. WA 98007
ftsverwalk 9th• iNske'Kliclca. F' O. Box 1455. Hayden 4ace. Il] 83855
PA14 - Riverwalk P.LF.D., phases 1, 2, and 3
Construetion Items - Recard Drawings and Inspecfivn Reports
Thzs ].ist summazizes the Review Carnments an the Cons txucta.can Documents and
Record Drawings submitted to date. Refer to the actuaJ. Review Cornments for
specific items
Riverwalk lst:
I.Asphalt depth: Credit rec' d from Znland Asphalt (per 8i11 Johns) - ATa
activn Id8Ce55a-ry
Z.Cancrete gutter depth: Cash payment rec`d from Cameron - Ng action
necessarp
3.Excesszve aceelerator in crass-gutter at Indiana/McMilian: still need
mitigation from Winlcler (per 24 Feb 97 mtg w,l Dean Housley Co. )Pen.dang
remoFal & replacement yaez = 28 Mar 97 letter
4. Irrigatian systems in swales serving Indiana: stil1 need to be
installed, & Record Drawings submitted
5. Need to establish vegetata,an in all swales
6. Fond issues:
a. Ponds too deep: IPEC needs to submit plan change showing intended
depth of to~soil & sad ~r pc~r.ds need to be c~anstructed per plans vr topsoil
tests need to he done & results submitted showing compliance to G5M for
either organic carbrn GDntent or cationic exchange capacity.
b. Ponds toa shallow: Pands need to be recvnsvructed, or IPEC needs
to provide plan change requesting revisions, to include calcs
c. Pond footprznt not per plan: IPEC needs to provide plan change
wlcalcs shawang that the new layout meets GSM reqt' s ar ponds need to be
constructed per appraved plans
Note:
1. IPE's lecter ❑f 28 Mar 97 ind2cates Che actions neGessarv c:o
address sorrte af these zssues.
2. Pond calcula Livns need to address al1 affected elerrien ts of
the pand desagn, Zncluding but not limiLed ta: 208 valume, tvtal stbrra
vnlulrre. 208 depth (flav.r` to rim), depth from rto,rrnal curb flawline Lo
drywell rzan (minirnurn af a. 4') , etc... FieId cvxrectzve activns alsa need
to cansider these ele.men ts .
8. MissionlHarmony: Sidewalk was not lncated per approved plans. Plan
Change appraved by Cnunty Engineer did not indicate an existing utility
riser whach may interfere wzth the approved change, Plan Change needs to
be revised. TPE to resubmit P2an Chhange
9. Need to complete any remaa.nzng items an rPE' s punchlist. When t`xe
crrnt.ractor has cvrrected aII IPE punchlist i tems, = needs to ,prvvide
written certzfication af punchlsst aarapletion to Coranty Engineer's Office.
-
p141Q • R;verwa!
~onstrucuon Iter►~PRQ o'~ d~ es ~
~.aW~~~ ~d 3
'~pection $~port~
Rivexwalk i. 2nd:
Need to Co
p~ m~~et e , AuztCkPuathCO~lett~p~ rP~ ~Chllst Wliezt
Zo~ e~ds ~e co z' pr ~ouztt ~O Arov ~tractor
Aart of River alk~~~na 11t54 e~~9zkaer~s o~~e .ztter~ ~er~~°~xcectec~ a,~1
Znd
3' ~xate nd, sizce th~ytr cej e Riv~rwa~~ I ar2~~ ~f
J ~'zans. ~e~ at Irdian~ runoff from Wz~Z he
~aAacityr pk Set t0 Showr~hatC~nstru~ted Swales in Ravee~a,~k
4. gra~es ~ new grat W~thout
dra2~age swd~e °nstruc~ so p~d~ ejevdt~0ns~va~~`0ns A ovzdQ a~~~ show~ o
5, po S acc0rd~n9ly~her~~' lntezCeptor Sw~ equ~~e ~~lef nds;
z~
~teoafed depth ~~ds too ~ a~)RSt ons.zte
GS ps°zl t~s topsoil z~EC
to M f b Pondsr~°r9ani~ C°e do e& eon~s ~ e~~ ~oubmit ~lan C
provide plah ShaZlowrb~n ~0nt~ntults submitteA ~OnStructengQ showzng
w pohd Chan9'e r~ POnds ne~~ ~r Cation.i~ d showrn9 co d per P2ans
~~alcs sho fOptPrz questa.ri ~o xe ~xchan mAlian~Q
~ans~~uC w~ng that n0t per 5 rev;s~Qns r~~ons~r~ctege Capac.it to ted per ~ the new ~a Plan: ~p~C ~ t0 1nC1Ude d~ = Ip~~y.
g, px~rov Yout et ~~eds to ca,~~s neQds Ixxj, ~d p.tans see me s GSM r~ ~ prov.ide
zrtsta2leda~& Recs~'Stems ~at P~an ~han
Ne ord DraW~n Swa~~s Se $~ox ~his q t~ ~~~d~ ne~d to be
e~ t~ eStablis gs SubmittedrV~ng rn~iana; S~ AdditZO~
Ri~erwalk h v~g~ta~z0n xn Swales st211 need to be
1. Nee 3rd:
IPE d~~ C°~A.iete IP ~
A~utck,~~Ck'~xst it~ EC s Aun~ S et IPE h11 t, Whe
~°~Plstia~ to CQ~~ ~~to p o~~C~~ractor ~S ~o
u e e r' s OffiCe z t t e,~ certifzCat Q~ af
z' pohds;
a.
~ t~Q ded depth ~ nds toa dee
GSM, pso2t test t0ps0il & p' £P~C ne ~4r eit~er s need to Q~ Sod or po~ds dS to submit
to b' ponds °zganic ~arbd0~e & resul n~~d to b~ p1an chan provid~ p~d ShaZlot~~ pn ~0ntent ~S Submitt~d const~.~Cted9e showing
n ~hanq~ r~~ pon~s n~~d°r cat1pnl~ ~~how1n9 com ier plans to chd p lance t
r~ r~co~struc~~ ~acl~
~~~5~'~ ~ r~~~ ~ r@ rige ca 0 5~pnst ~4 ~ ~
~ 1 a 1 t
I
~
~ I
~ ~
` I
~ I `
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~ ~
l:~
~ r I
If
~ ~
~ ~ ~ ~ I ~
; ~
1,
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,
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1~ 1
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P1414 yRiverwalk P.EI.TI., phases 1, 2, and 3
Canstructron Iteffis - gieCVrd Drawings and Inspection Reporfs
c. Pand fpatprarrt not per plan: !PEC needs ta prorride plan change
wfcalcs shQwing that the new layout meets GSM reqt's ar ponds need t0 be
constructed cex approved pIans See note fcar th.zs atem under Ist Ad'ds.tivn
3. Irrigation systems in swales seruing Indiana: stiZl need to be
anstallede & Record Drawings submitzed
4. Need to establish vegetation in swa? es
~
•AI
February x, 1996 INLAND PACIFIC ENGINEERING, INC. ~
IPE W.O. 995580 el
Spakane Coumty Bngineers Office
1026 W. Broatiway
Spakane,Warshington 99260-0170
Attn: Sob Srrageman, P.E.
R.E: Riverrvalk 4th Addition Private Road Design
D~r Bob: r~''~
pol
At the request of Ed Farry, I wtrul 'ke to svbrnit the attached drawing for your review and
comment. Ed has informed me vf ' e.quirement that I submitting a design deviation for the
Cvunties review of the prnvate rva igr~ment shvwn vn the attached sheet..
. Iwill be submitting the design derriatian on Mvnday February 5th fvr circulation thuvugh the
County. Ed had suggested I send you an advance copy tv you for yvur review and camments
prior fia subrruttEng the vfficial request. The deviation in question, would be far apprvval vf the
"eyebrcrw' at it's present location to pravide £rontage on the lots shawm.
I realize this bs not a Craunty standard section, hut I have used this idea in the past and had no
prvblems getting approval P1ease remember this is a griVate road, and curve C l is greater than
the Counfiy requires for psivate rvads.
If you should have any questions cancerning this matter, please contact Ed Farry or myself to
discuss them If yau have any ccancerns that may cause this design deviatian to b+e denied, please
give me a call as sovn as possible, as Iwould Iilce tv address them praar to submitting the design
deViativn paGkage.
Tf }+ou have any questions concerning this rriatter, plmse give me aca11 at our offtce.
~ FV611k 4" P,
Sincerely, ~0*WP`*_
rriland Facific Enginesring Coanpany
Bruce A. Howard, E.I.T.
" Project Manager
RECEIVED :
cc: fi1e '
enc. drawing FEB 0 1 iggB
POKANE CMTI' EH1GMEFt 707 wesr arn • suite 200
' Spokane, Washingts+n 99204 '
504-458-5840 .
FAiC 509-458-6$44
-
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14+56.63 RIO GRANDE LANE(BACK)=
J~ G 14+56.63 FIAT ROCK RlVER UWE(IIHEAD)
. . ~ ,3:02' ~ 4 3 2
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~ 1 ; ~PD EASEMENT
~ • l•' , e ci ~~99~ ~ ~
34.20, , 70.00' 70.00'
ce
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p C13 E N89'48'04'E
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JAw-31-1996 13:57 INLANn PACaFrC ENG P.01
y ,
~ OATE.
~ Ta. .
ob
IHLAH[~ PAC1FlG ENCf~iEERI~IG C~9. ~ CoMP~`~r. -
707 West Tth Ave., SUite 200 SPO.[„e).~~ ,
Spokar:e. WA 99204 FA7C NuMBER: -
Telephvne - (509) 458-W4 3Z4 ~ 54 1 $
FAX - {509) 458~'i&44 WTROM.
lb NUMBER QF AGES: .!C]B NLJAABER
INCL CDYER PAGE ~
~ NGTE5:
` .#4U...
.
lio~- 6m~'Ak
ab&U* + _ R
.
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■
FAx TRANsMFSSION
~
IN'LAND PACIFIC ENGINEE'RINC - TRANSM1TT►14L
707 W. 7th Avenue, Sulie 200 5pokane, WA [5ffi)458-6M Fax: (S79)458-6844
TO; 5POKA'NE CL]UNTY E'NCIIVLER 4~DWTE'IAi~at~sk 2' 1996
ATTEIVTIQN: Dave Berta I.R.,E:C.>,PRDJtC T #a 95580....r, x
« x L, H~iti PRQ~IECT PE-1414 •PR`Q~JE~CT~NAIVI~IVERWAM'~T.~v ~
D@SCrI p#I[Dn:
* Xerox Prints ❑ Copy af Letter 13
❑ Qriginal Drawing ❑ Cvntrac# Qocuments ❑
■ fiitie Report 0 oeclarativn of Cov. 13
No. Co,pies Descrrption
2 ReViSed Final Rlat
1 5et af Rsd Lined Check Prints
1 Uti-dated PEa# Certificate
PUrpose
0 Infvrmativn ❑ Raview & Comments ❑ Per Yaur Request
❑ Writ+ten RQpr4val ❑ Signature & Return ■ To File
Remarks
Dave -Enclosed please find the Revrsed Final Plat for the abvve
re#erenced project. Changes have aeen made per your request and the
Planni~g Office request. If yvu have arty questions, pCease fee1 free to
CQnfc1C# thIS o'FfiCe.
$IgI1ed: RECEIVED
AUG 2 0 1M
SPOK ttiE CO'JNTY EHGINEER
, -PLAT NAME NO.
D I 41 4('- SrATTSMCs ~ATE
Prat Cneck Fee 4f
Numbet o r Locs
Road Miles (New) ~ - ` - _ - - ~ i
Area
MAP -T-
r~
o~ ~~Qw ~ - - ~
rv r~ ~
scaie
typ ~
Legend ~ Equrpm~~~
Basss of fleaating,s
~
P1at Lncation By '1"itte
[]ffieial Signalure Bloclrs
r~
Surueyvrs CertiCcate ~
Road Names
Road VYidths ~
Adjacent Atea
Lot & BPock Numhers Op
R/W Dedication dcsignated ~ AJ
I Frot atrips • ~ - ~ '
3 RPS vn GL~C1 Cvrners
T'tact X
Lot Areas
9ench Mark ~
CIosure - - ~ ~
yIU09DICA`nozV SU_%qVN"14tKL - -
bescraption ('['o Map) IJescriptiQtt (Tv Gett)
Owners
Certiricate tcr P[at
_ •
1 Foot Strips
IZID - CPR Staternent
/ "Aceess Prahibited
RfW f]edicaticsn
Drainage I.anguage
rDrainage Cvvenant # 73-~?
Flood 1ns►arartce ~ W Ah4
248 13ands - $7,000.00 ea 208 PLANS APPRUYEI3
Priuate Rvad Doe. #'s
Priuate Road Watn3ng
..ny.~~ ~ e ~..r.. . ~ ~ .
Road Plans yC,
Road Bond 1mpravemenf
Itoad llorid Inspec#!nn
59gned By Engfneer ("„C ~t~~►j ~L ~ 3--A'6-41~7 ~ ;
fz(JVA4 4-Iii Fl~ i rfUr-- 4i"~C -C
65)
.
laUilpPatlist' k9f47 ~ - - • ~
,
~ A
IIM~NlV PACIFIV EN4~INEGRIIYV1 f TRI"~NSiV1I~L
' 7071N. Tth Auenua, SWta 210 Spokane, WA (5W)45B4M Fax: (505)45&6844
TO: ]POKA~E COUNTY ENGiINEER DI644M :.:OCtC`7bEI' 8. 1~*B
~ • ,~,;;,,;~;s; '
~ ,
"k~
ATTENTION: Dave Bertv
.-W,:~(€~~
PRL].lEGT PE-1414 WR(]JECT,,NA~N[E.{~.~R4WERWAL~C
~ ,
~Ff]€.lRT~1'~~iDDiTl01i1.
~
D2SGfIptiOn:
❑ 7Cerox Prints ❑ Copy of Letter ■ 5ioned Terno. Easement
0 Qr9ginal Orawing 0 Contract Documents 0
❑ Title Repvrt 0 Declaration of Gov. ❑
No. Gopies Descrrptran
1 Sianed and Fi1ed 7emo. Turnaround Easemerrt
Purpose
■ Inforrnatipn ❑Review & Comments 'C] Rer Yvur Request
* Wriften Approa~l 11 Signature & Return 0
Ftemarks
Dave - Eraclosed please find the filed Terraporary Turnarvund Easement
for the abvve referenced project. If yvu have any questions, please do
nv# hesitate ta cvntact this vffiCe.
Signed: ~ 4P-QA Lvl~
. ~
~~CEEIVED
DCT 0 9 1W6
~ SPDKANE-CO[JNTY EHGINEER
-4D4-ZT3(P
,
ff 4..i0 ,py
oRr~INAL FrtEn oF? RecoRDEt)
OCT 0 7 1996 August 7, 1996
COUNTY AUQITt?R
SPpKANE C{IUNTY 1MN
TEMPt7RARY TZIRNAROIIND EABF►MEHT
Tn the matter of Riverwalk Lane, KNDW ALL MEN BY TH~~~ PRESENTS,
that the Grantar, STA.NT[7N - SFOKANE L. P. , A Washinorton Limited
Partnershixa for and in cflnsideratian of Mutual Benefits, the
receipts of which is hereby aGknawledged, grants tv the RiVerwalk
Owners Association, A Homevwners Assvciatian as created by
decument recorded July 25, 1995 under 5tate U'HI Number 501-545-
799, an Easement aver, upon and across the temporary turnaraund,
legal].y described as f❑llvws:
A Temporary Turnaraund Easement vver a portian of Gcsvernment LQt
F, ❑f Sectian 8, T.25 N., R.45 E., W.M., County of Sgvkane, State
of Washington, more parrticularly descrihed as f4l1ows:
- Beginning at the Nvrthwest carner ❑f the Southeast Quarter
of said Sectian 8; thence 5.5800011411W. a aistance of 625,61
feet ta the TRUE PoINT G1F BEGINNING of tlhis easement
description; thence N.56021133"E. a distance of 150.00 feet;
thence N. 33 °38 127s'W. a distance of 150.00 feet; thence
5.5502113311W. a distance of 187.48 feet; thence
5.3303$127"E. a d15tap1CB of 57.50 f@EtA thBI1Ce N.56021133"E.
a distance of 37.48 feet; thernce S.3303 8► 2 7 T' E. a distance of
97.54 feet to the True Point of Beginning.
Said Temporary Turna_raund Easement is hereby granted ta Riverwalk
Owner's Association, until such time as Riverwalk Lane continues
and the areas of the easement has been platted, at which time the
Temparary Turnaround Easement wi11 be teLrmanated.
IN WYTNESS WHEREt]F r the undersigned has caused this iflstrument tQ
be executed an this _LS►l' day of a Grnm?_ ~ 199AL.
STANTOAT-SPL3IriANE L. P. ,
A Washington Limited Partnership
BY: STANTON ❑EVELaPMENT COMPANY, A Washingtvn General °
Partnership
ITS General Fartner
SY: HOL75LEY DEVEI.OPMENT CORPC]RATIDN, A Washington
corporation,
A.E. ~ ryompt Partner
9 ~ BY : L~
unty Yreasurer ~s-
Fly~
ITS ~r~~c • e~~f~
BY: ❑EAN B[IILDING CORPORATION, A Washingtan
° Carporat%on
Partner
BY. .
= I TS ~ ~-~4 r •
1
~
ACKNOWLEDGMENTS
STATE QF iaASHING'F[]N ]
) ss
County of
❑n this i 3,r day of ~,~cra e. ,19 gf , before me, tYae
LiIIdersigItECIr a Nmtary Fublic in and for the State of Washington,
personally appeared &r,o,j , ta me knawn
t❑ bE the oqeF5~b F. nl r of DEAN SUILF]ING CdRPC?RATION, S
Washangton Carporatian, and gartner of STANTaN 0EVELOPMENT
C[3MPANY, a Washington General Partnership whv is the GeneYal
Partner of STAP1TC]N-SPOKANE L. P. , a Washingtvn Limited Partnership
that executed ithe within and foregaing instruxnent, and
acknawledged the said instrument t❑ be the free and valuntary act
and deed of said paritnership, for the uses and purpases therein
mentioned, arid on oath stated that he is authorized to execute
the said instrument and that the s+ea3 affixed [if any) is the
corpogation seal of said cvrporation.
Given under my hand and afficial seal the day and year last abvve
written,
~~119w1ir10+~
~ ER S
tyt~ , ~
~
F~.~.~N~]TAR~ P~SCG in and f ar the State of
_ *,AQT^RVA~`; i Washingtcan, residing at
.
■ My cammission expires
_ • • . Z o.
to'~
~'qrptlG i`Q ~
:
~'~Tt~•.. B~ 5d~t)~.~ 'Ca
~W+~ OP ~V11A5%%~•
~P~~1~i11f►~~~!
STATE OF WASHT1dGTQN j
• )ss
County of gn this L,,5r day of ~Jc re,d~.e ~ 19 -lz► bef are me, the
undersi,gned, a Natary Publia in and far the State of Washingt4n,
personally appeared fr~,~S~u~ . to me knawn
to be the ❑f HOUSLEY QEVELC7PNIENT CflRP(7RATION,
a Washinqtvn CvrpvratiQn r and partner of STANTON DEVEIAPMENT
CvMPANY, a washington Gen+eral Partnership wha is the Generaul
Partner STANTON-SPaK.ANE L.P., a Washington Limited Partnership
that executed the within and fflregaing instrument, and
acknawledged tne said irtstrument to he the free and valuntary act
and deed of safd partnership, fvr the uses and purposes therein
mentioned, and on vath stated that he is authorized t❑ execute
the said instrument and that the seal affixed (if any) is the
cQrporation seal ❑f said carporation.
Given under my hand and off,icial seal the day and year last abave
written.
E.R L.
SiQ40 ~
+A • NOTARV PU$L'TC in and f ar the 5tate of
I.
NAOTAiFj3.~50'+ Washingtan, residing at
0- . Z; My commiss ian expires 4 - ~ S7 -a~00
~
AM-
LIG .a
~ 7.
do :
-or 6-15-00'-' o :
• ' • ,
,+d,i~~ WA %
~
2
,i
INIL_AND PACIFIC ENG1NEER1NCa - TRANSMiTTAL
707 W. 7th Avenue, Suite 200 5pakane, WA (509)45B-6840 Fax; [5fl9)458-6844
4 x, ~ < k . G <
~F.
TQ: SPOK►AIVE C~C3~1NT Y E~IGINEER Dii4`~~c:tflh~`r%5~ $ ~ ;
~f~~.~ ~ • ` ~;~F;,,~`..
I:EC, PROJEGTy 9~'i,$0 .4"`
ATTENTION: Dave Berto
' .
P'RQ.7ECT PE-1414 ~'PROJEC7`NAW'lW',IRkVE~11+~A
k~QUA'~H AC3d1Tl~]N ~ ,
Description:
0 Xerox f'rints 0 Copy of Letter ❑
❑ priginal ❑rawing ❑ +Contract Documents 11
❑ Title Report ■Declaration of Cvv. C]
Na. Copies E3escription
t
1 5ianed Declarstion of Covenants
Purpvse
* lnforma#ion 0 Reaiew & Camments 0 Per Your Request
* Written ApprflVal ❑ Signature & Fteturn 0 Filina
Remarks
Dave - Enclosed please find the original Declaration vf Cvvenants for
filing on the above referenced prvject. PleaSe file and advise the f+ling
numaer and A will put this on my mylar. Thanks.
R~~EIVED
S`gned: OGT 0 7 Wfi
!
spoKAtiE couNTr ENs~NEER
rdor ~917(0
7c,
DECLARATION OF CDVENANT
In consideration of the approval by Spokane Cflunty of P1414C, RIVER'4'4'ALK P.41'.I},, 4TH ADDTTION
(hereinafter referred to as the "Plat"), the undersigned covenants and agrees that:
1. The su@rdivider/sp+ansor will construct the private roads and as,sociated drai,nage Facilitaes im
conFormance wiCh the approved plans on file in the County Engineer's C3ffice.
2. A, tot is seaved by the private road when; (a) rhe only road Fronkage far the Zot in the P1at is on the
pri►+ate road; or (b) a lat ha►ring frantage on mgre than ane raad (public or private) coustructs an
apprQach ta the private road.
3. Tf-E RIVVEEFLWAALK C)WNETtS ASSdCiA'T30N or its successors in interest shafl maintain the priuate
roads and assaciated drainage facilities in conformance wich the appraved glans Qn file in tfie Caunty
Engineer's Office.
4. The owner(s) oF any fot created by the Plat or alteratian thereQf and served by a private road shall be
respbnsible for maintenance af said private road, including associated draiaage facilitiesb in conromance
with approved plans on file with the Caunty Eng3neer's C]ffice.
5, Maintenance fmancing of the private raads and associated drainage facilities shall be in a manner
determined by FLTVERWAI.,K GWNERS A5SOCTAT'ION ns their successars in incerest.
6. 5hould RTV~RWALK OWNERS A55QCIATION be Cerminated fQr any reasons, the successors in
interest shall be the individual lot awners, or their successa_rs in interest, who are members bf
RI'VERVVALFC C1WNERS A55❑C3ATIC)N at the Gme of said iermusation.
7. In the event surJa pgivate road inciuding a.ssaciated drainage facilities is improved ta Spokane Counry
standards fesr public stxeets, axd the Caunty is willing ta aGeept the dedie,ation of such rvad and
drainage facilities, each lot owner shall execute any daeaznents necessary io aczamplish such dedication.
Owners of lvts within rhe PPa¢ wha are served by sur.h road, may sue and rec.ovea damages and
attorneys' fees from any owner Qf any lrat within the Plat which is aLso served wha refuses to putiGipate
in the raad and drainage facilities construction, financing, and maintenance.
9. WARNTNG: Spokane County has nm resgoasihility t4 build, impfove> or maintain or otherwise service
the private roads and ass€aciated drainage facilities cancained within or proe+iding service to the property
described in this Plat. Sy accepting this Plat or subsequently by allowing a bu'rlding permit to be issued
for prvperty an a private road, 5pokane County assumes no obligation for said private raad and the
owners hereby acZcnowledge that the Caunty has no abligation of any kind or nature whatsaever ta
establish, examine, survep, construCt, alter, repair, inaprove, mainiain, provide drainagC or sno►v remoaal
on a private road or i[5 associated draina,ge faciiities,
10. Spvkane County is here6y granter3 the right of ingress and egress tv all private roads and/or drainage
easement, for the puapQSe of inspeetian and emergency maintenanee of drainage 5ivales, and any ather
drainage facilities, if not property nzaintained by the RTVERWALK OWNERS ASSOCIAT'IC711T, or
their successars in interest. Spukane Caunty dbes nat accegt the responsibility to inspect and maintain
the drainage easements or drainage swales, nar does the Cnunty aczept azey liabUity fQr failure by Che
RTG'ERWA'LK QWrNERS A5SOCIATTC]N, or their suc.eessors in interest ta grvperly maintaLin such
areas.
TT. Thc lcrt owners rvithin this Plat shall be beld responsible far keeping open and maintaining the surface
path of naturaF or man-made drainage flow ever and across their resgective properties.
12. 'F'he Zot owaer or his representati►+e sha1l inform each succeeding purchaser of all drainage essements an
the property and Qf hiis re-sponsibilit}+ for maintaining sUrfaee drainage pachs and swales within said
easements.
Return tv County Engineer
1 Transportatian Engineering
~ &M-u
13. The RIVERWALK C]WNERS A550CIATIQN, or their successars in interesi, s&aIl maintain all water
quality treattnent swales {"208" swales"} and drainage ditches situated within this Plat, and any partiaa af
a 20$ swaZe situated in the pu6lic right-of-way adjacent to this P1at, with a permanent ground cover as
specxfied on the current approvaI pZans on file with the County Engineer's Oftiee. The RIVETtWAI..K
❑WNERS ASSUCIATION, or their sue.cessors in interest, may install approved shrubbery and/or trees
which do not abstruct the flow and percolatian of starm drainage water in the 208 swales and drainage
dntches, as indicated 6y the cnrrent appro►+ed plans os file with the County Eagineer's []ffice.
14. Spakane Cawnty does not accepC the respvnsibility of mainta'n the drainage cousse on private lots
within drainage easements or flavdplain areas, nvr the responsihility for any drainage, whatsaever,
including but not limited tv inVerse condemnakion to any praperties dae to deficient canstruction a,nd,lor
maintenance of drainage courses in drainage easements on private property.
15. Whenever the RIVERWALK QWNERS A55C7GIATION or their successors in interest fail te maintain
the drainage facilities in canformance with the approvcd drainage glan, a notice vF such failure may be
givea tv the RIVERWALK OWNERS ASSO+CIATIQN or tlxeir successors in interest, by the Caunty.
I€ not corrected within the period 'uidicated on said notice, the Caunty has the right to r.orreet the
maistenance failure or to have it eorrected at the expease of the Homeoryner's Association, or their
successors in interast.
16. Any building that is canstructed an a lae in this Plat shall be set at such an elevation so as to provide
positive drainage away frvm a,ny drainage entry pvint ta the brailding (including but nat limited to a
Wvindow welL a wiudow unprotected hy a window well, ar a doorway). Said positive drainage shall
cQasist of a minimurn slape of 3% away fram the building for a distance of at least 10 feet from the
building. The lots shail he graded so that either a) aU runaff is rauted arvay frpm the building, and
canveyed aver the tot to a naEural drainage swales or approved drainage facility, or b} drai.nage
intercepted on the lots is disposes of on the lnt ini an approved drainage facility. '1'he apprraved drainage
faci]ity shall be constructed in accordance with the appr6ved plans on file at the County Engineer's
Office. Any revisions ta the apgroved drainage plans must he approved by the County Engineer's
OfFirx griar ta canstruetion of said redisions.
17. This covenant and agrrcemeut shaU run with the lana and shall be bincling upon the owner, their heirs,
successQrs vr assigus, incIuding the abfigation to participatc in the maintenance of the privare road and
drainage facilities as prouided herein.
Da[ed this I ST- day af OC it7 P,@C , 19%
STANT[lAI-SPOKAAIE L.P.,
A Washington Limited Par[nership
8Y: STANTC]N I]EVEI.UPMENT CQMPANY, A WasEiington General Partnership
ITS General F'artner
BY: H❑USLEY I3EVET.UPMENT CC)RPORATION, A Washington Carporation,
Partner
BY:
~
V I
I'I'S
BY: L7EAN BUTLI7ING C4RPORATIQIV, A Washington Corporatian
Partner
BY:
ITS 1~' '~z~-F-
2
~ -
,
A+CICN[]W LEDG MENTS
STATE OF WASHINGT~"JN ~
~55
Caunry of rC..U 4 1
Qn this / sr day of ecrof e -e , 19 5t , beFQre me, the undersigned, a 1+7otary Fublic in and ferr che
Skate of Washin,gtan, personally apgeared --,a -...¢.+zc aF.r.►., , to me known ta be the of
DEAN B[TTL.DTNCi CaRPORATTC7N, a Washington Corporation, and partner of STANT(]It1'
DE`v'ELC]1'MENT COMPANY, a Washingtan Gencsal Partnership whca is the General Partner of STA,NTON-
SP[3KA1V'E L.P., a Washimgtoa Limited Partnership that executed the within and foregoing irstrument, and
ac&nowIedged the said instrument to be the free and vvluntary act and deed of said partnership, for the uses and
purpases therein mentiomed, and on oath stated that E►e is authorized tr, execute the said instru~nent and that the
seal aff'vred {if any} is tfie cargoration seal of said r.orgoration. ~~{~~,r~Sr~~~~i
~~r Y M. H f~
Given under my hand and officiaP seal Che day and year last above written. 54OH F•0
= ~ "~A'• tt' .
~ ~ t4OT'~ ~"~~v~• ; Z
C ■
N6TAAY F~LIC in and fc~r ihe State of p~
W'a5hingCon, residing at ~YMN k,+'if1d~ ~ 7/"6-15-L~0 •'C~
.
My comtn~issi4n eatpires 4 • , s yr o• r . . . . • '~C~
F yY As`~
~~°~i~►~tt►t~~~►
STATE DF WA5HI1vGTO1+7 ~
)ss
County of edn this os r day of a,-ra,5.e}` ~e , 19 9 G before me, the undersigned, a Alotary PubGc in and for the
State of Washingtan, personally agpeared -d.w, A,.~ .va~sr e c~ , to me known to be the ".-s.J r of
HQL]SLEY DE4'ET1C3F'MEAiT C[JRPORA I"IC,li+1, a Washington Corporativn, and partner of STAN'TON
DEVELaPMENT CC]MPANY, a Washingtan General Partnership who is 4he Generai Partner of STAN'PON-
SPQKANE I,.P., a Washington Limited Partnership that executed the within and foregoing instrwment, and
ac'krnowled'ged the said instrument to be the free and valuntary act and deed of said partnerskip, far tkae uses and
purposes therein mencianed, and an aarh sta[ed that he is authorized to execuEe the said instrument and that the
seal affuced (if any) is the cvrporativn seal of said carparation.
~~~~~►~~r~►r~i
Given under my band and csfticial seaT the day and year last abave wr'itten.
. . G s
tio
l • ~~;N
~
I+f~C'AMY PU~ B ~ a.nd of r the 5tate of
Washington, residing at.,,,.,,.,,~~e~
My com.m~sion e~ri~es c 7.' ~7s~G ~ :
15-15-0.0 ,•'0%.
ta.•
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3
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FRQM ANG[.E DIST NORTi"I EAST T'O
P1414C RiVERWALFC 4TH F'LAT BOLfNDRY 8°28°96 D. B.
AUTD IMYERSE
START 3627. 10199 3$29. 13826 1
1 INV 5 89 50 54.0 W 76.7600 3626. 8988m 3752. 37853 2
2 INV S 89 48 04.0 W 160. 0000 3626. 34339 3592. 37949 3
3 INV S 81 17 52.0 W 141. 9200 3604. 87102 3452. 09328 4
4 INV 1+1 71 51 58.0 W 75.5200 3628.37576 3380.32422 5
5 INV N Il3 08 02.0 E 46.1100 3672.19556 3394. 675~3 6
6 INV I~ 9 04 41.0 W 437. 8940 4104. 60068 3325. 58520 7
7 INV N 20, 27 37.0 W 36. 0300 4138. 35772 3312. 990E+3 8
8 INV S 83 16 47.0 W 10.0000 4137. 18750 3303, 05933 9
9 INV N 643 28.0 W 110. 0000 4246.43078 329iD. 17894 10
10 INV N 2 37 12.0 W 110.2200 43SC,. 53557 3285. 14060 11
11 INV N 63 13 23.0 E 558. 5900 4608. 235E5 3783. 9207'0 12
12 INV S 33 38 27.0 aE 265. 200fb 9387. 44959 3930.83752 13
13 INV N 5E+ 21 33.0 E 37, 48fD0 4408.21295 3962. 04062 14
14 INV S 33 38 27.0 E 145. 0000 4287. 49658 4042.36845 15
15 INV ~ 56 21 33.0 'kl 70. 004J0 4248.71763 3984. 0915$ 16
16 INV S 33 38 27.0 E 21.6500 4230. 69343 3'39fx. 0$53i5 17
17 INV 131 31.0 E 348. 0900 3882. 72677 4005. 35081 18
1$ INV S 89 48 00.0 W 30. 010m 3882.62201 3975. 34099 19
19 IA[11 S 0 12 00.0 E 109. 9400 3772.68268 3975. 72475 20
20 INV S 4 02 55.0 W 35.1000 3737. 67027 3973. 24659 21
21 INV s 0 12 00.0 E 110, 0600 3627.61094 3973. 53078 22
22 INV S 89 48 00. 0 W 144. 5000 3627, 10555 3829. 13165 23
LRT & DEP -m. Id045G 0.00661
23 HGLOSE S 55 22 50.7 E 0.0080 3627. 10199 3829. 1~~26 1
PR£C = i TB 383741 Area = 565276. 39 sq ft 12.97696 ac
FROM AhiGLE bI'ST NC]HTH EAST TO
BLi]CH I SX DEk.IhiES AUTO x NYERSE
57"ART 3627. 10199 3829. 13826 1
i INV S 89 50 54.0 W 76.7600 3626. 89880 3752. 37853 2
2 INV S 89 48 04.0 W 15.0000 3526. B4673 3737. 37862 24
24 INV N 0 11 56.0 W 80.0000 3706. a4625 3737. 10@92 25
RADIAL S 89 48 04.0 W
UELTA 90 00 00.0 RT
RAD1 US 30. 0000
.
TAH 30.0000
L-ARC 47.1239
RADI AL ht 0 11 56.0 W
RF` 3706.95038 3767. T00'74 26
25 CHC]RD Ai 49 48 04.0 E 42.4264 3736. 35020 3766. 99660 27
TAN@P"T N 89 48 04.0 E
27 INV AI 89 48 04.0 E 206. 2600 3737. 66618 3973. 25536 28
28 TAlV a 0 12 00.0 L 110.0600 3627. 506E35 3973. 63954 29
29 INV S 83 48 00.0 W 144. 5000 3627. 10245 3829. 1~~~~ 30
1.AT & DEP -0. 00047 -0. 0021i6
30 HCLOSE 5 77 43 40.9 W 0.0022 3627. 10199 3829. 13826 1
PREC = 1'd'Q 307655 Area =25806. S8 sq ft 0.59244 ac
F'RflM ANGLE DI'ST N9RTH EAST TD
5TART 3626.34339 3592. 3794~ 3
FROM AHGLE AIST NORT"H EAST `FO
Px nr°ssr crr%171 TutVq
AUTO TNVERSE
S'F AFaT 3F326. 3433'9 3592. 3'794'9 3
3 TNV S 81 17 52.0 W 141.9200 3604.87102 34 52. 09328 4
4 TNV Id 71 51 58.0 W 75.5200 3628, 37576 3380. 32422 5
5 INV N 16 108 02.0 E 46.1100 3672. ],9556 3394. 67543 6
6 I1+1V N 504 41.0 W 437. 8900 9104. 60068 3325. S852m 7
7 IA1'V Al 83 lfa 47.0 E 10A. 320@ 4116. 45737 3426. 20906 31
RADIAL N G 93 13.0 W
DEL'TA 87 38 32.0 RT
RADI[]5 30. 0000
TAA1 28.7902
L-ARG 45. F3894
RADIAL N 80 55 19.0 E
RP 4086, 66349 3429. 71973 32
31 CHQRD S 52 53 57.0 E 41.5445 4091. 396$9 3459. 34396 33
TAN@F'3' S 9 04 41.0 E
33 IA1V S 9 09 41.0 E 294. ~60~ 3850. 15641 3497. 88327 34
RADIAL a 80 SS 19.0 W
DEL'CA 14 30 50.0 LT
RADI US 135. 000fd
TAN 17.1908
i.°ARC 34.1975
RADIAL S 66 24 29.0 VT
RP 3871. 4967@ 3631. 19230 35
34 CHORD S lfi 20 06.0 E 34.1062 381?. 96697 3507. 47573 36
`1`A N@P'T S 23 35 31.0 £
RADIAL N 66 24 29.0 E
D£LTA 43 27 58.0 RT
RAIllUS 25.0000
TA1d 9.9654
L-AR+G 18.9657
RADIAL 5 70 07 33.0 £
RP 3$07. 46147 3484.56526 37
36 CHpRD s 1 51 32.0 £ 18.5141 3798.96258 3508. 07630 38
TAPI@PT S 19 52 27.0 W
RADIAL N 70 07 33.0 W'
DELTA 139 01 31.0 L7'
RADIllS 50.0000
TAN 133. 8211
L-ARC 121. 3224
RADIAL S 29 09 04.0 E
RF 3781.96480 3555.09837 39
38 CHORD S 49 38 18.5 £ 93.6749 3738, 29750 3579. 45410 40
TAAI@PT N 60 50 56.0 E
RADIAL 1+1 29 09 04.0 W
,~EL'I'A 43 27 58.0 RT
RAL3IUS '~i5. 0tD00
TAN 9.9654
i.,-ARC 18.9657
RADIAL N 14 18 54.0 E
RP 3716.46445 3591. 63197 41
40 CHORD N 82 34 55.0 E 18.5141 3740. 68822 359?. 81329 42
TAN@PT S 75 41 06.0 E
RADIAL S 14 18 54.0 W
Q~LTA 14 30 50.0 LT
RAY3TUS 135. 0000
TAN 17.1908
L.-ARC 34. 1975
RADIAL S @ 11 56.0 E
RP 3871.49661 3631.19240 43
42 C1-TOFCD '-~r 82 56 31.0 E 34.1062 3736.49743 3631.66102 44
°y`AH@P'F TI $9 4$ 04.0 E
44 INV N 89 98 04.0 E 25.3400 3736.58539 3657. 0008`i 45
RADIAL N 0 11 56, W
DEL7'A 90 00 00. - --T
RADI1.]S 30.0000
L-ARG 47.1239
RADIAL H 89 48 04. E
RP 3706.c -WW37 3657.10500 46
45 CHaRD S 45 11 56.0 2 42.4264 3706.66971 3687. 104E32 47
TAA3@FT a 0 11 56.0 E
47 INV 5 0 11 56.0 E 80.0000 3626. 69019 3687. 38252 48
48 Ih1V S 89 48 04.0 W 95. 0000 3626.36042 3592. 38310 49
LAT & DEP -0. 01702 -0. 00360
49 HCLOSE S 11 56 44.1 W 0.0174 3626. 34339 3592. 37999 3
F'REC = 1 TO 90111 Aarea =84326.82 sq ft 1.53588 ac
FRCiII AHGLE DIST NDRTH EAST TO
BLpCFC ~ & 6 SIDELdAtES
AUT'f3 INYERSE
STAF3T 4267.49658 4042. 36Fi45 15
is TNV S 56 21 33.0 W 70.0000 424$. 71763 3984. 09158 16
16 INV S 33 38 27.0 E 21.6500 4230. 69343 3996. 08536 17
17 IAl'V S i 31 31.0 E 348.0900 3882. '~26']'7 9005. 35081 18
18 INV S 89 48 00.0 W 30.0100 3882. 622@1 3975. 34099 19
19 INV s 0 12 00.0 E 109. 9900 3772. 58268 3975. '7'2475 20
20 IA1V S 69 98 04.0 W 344. 2000 3771. 48788 3631. 52683 50
RADIAL S 0 11 56.0 E
QEL'FA 81 07 15.0 RT
RAQIUS 100. 0000
TAN 85. 59m6
L-ARC 191. 5~~6
RADIAL S 80 55 19.0 W
FtP 387,1.48727 3631.17970 51
50 GHORD Al 49 38 18.5 4t 130. 0499 3855. 70929 3532. 43227 52
TAH@PT N 9 09 41.0 W
52 ITTV H 9 04 41.0 W 243. 9400 4096. 59377 3493.94345 53
RADIAL 5 80 55 19.0 W
]]ELTA 86 98 12.0 R`I`
RADIUS 30. 0@@@
"TAN 28. 37 12
L-►4RC 45.4501
RADIAL A1 12 16 29.0 W
RP 4101.32716 3523. 56768 54
53 CHORd hl 39 19 25.0 E 41.2265 4130. G4135 3517. 1$970 55
TAN@PT Tl 77 93 31.0 E
RADIAL S 12 16 29.0 E
U£LTA 10 59 09.0 LT
RADS US 732. 500fA
TAN 70.4403
L-ARC 140. 448t3
RADIAL S 23 15 38.0 E
RP 4846. 3~601 3361.46070 56
55 CHQkD Id 72 13 56.5 E 140. 2337 4173. 43473 3650. 73456 57
TAN@PT A1 66 44 22.0 E
RADIAL N 23 15 38.0 W
DELTA $B 16 25.0 FtT
RAI]IUS 30. 0000
TAN 29. 1094
L-ARG 46.2200
RAT?IAI. t~ 65 00 47.0 E
RP 4145. a7317 3fi62. 581'95 58
57 GHORD S 69 07 25.5 E 41.7624 4158.54552 36$9. 77408 59
TAN@P'1" S 24 SJ 13.0 E
RADIAL N 65 00 47.0 E
DELTA 3 51 10.0 R"T
RAL1IUS 1414. 5300
'!`AN 47.5770
L-AFlC 95.1182
RADIAL N 68 51 57.0 E
59 CHORD s 23 03 38. 0 E 95.1003 4071.04460 3727. 02520 61
TAN@pT s 21 08 03.0 ~
RADI►aL N 68 sr 57.0 ~
~ELTA 56 44 47.0 Rr
RADzuS 25.0000
rAN 13.5023
L-ARc 24.7603
RADIAL S 54 23 16.0 E
RP 9062. 03078 3303. ?0674 62
61 CHORD S 7 14 20.5 W 23. 76,06 4047. 47337 3724, 031.15 63
TAN@PT 5 35 36 44.0 W
RAbIAL N 54 23 16.0 W
DELTA 290 56 44r 0 L'i'
RADIUS 50.0000
TAId 34.3990
L-ARC 253. 8979
RADIAL N 14 40 00.0 E
RP 9018. 35855 3764. 67998 64
63 CHORD N 70 08 22.0 E 55. G798 4066.72931 3777.33974 65
TAN@PT N 75 20 00.0 W
RADIAL S 14 40 00.0 kt
DELTA 54 16 21.0 RT
RADIUS 25.0000
TAN 12.8131
L-ARG 23.6806
FdADIAL 5 6$ 56 21.0 W .
RP 4090. 91469 3783. EsF962 66
65 CHORD N 48 11 49.5 W 22.8054 4081.93071 3760.33963 67
TAN@PT N 21 03 39.01 W
Fi'ADI AL. N 68 56 21.0 E
I3E,ic.TA 4 02 40.0 LT
RADIUS 1449. 5300
'FAN 51. 1.816
L-ARC 102. 3207
RADIAL. Ai 64 53 41.0 E
RP 3561. 0291.1 24@7. 6391fD sa
67 CHORD Tt 23 04 59.0 W 102. 2994 4176.03981 3720. 23159 69
TAN@PT td 25 06 19.0 W
RADIAL S 64 53 41.0 W
DEL'PA 84 41 54.0 R"I'
RADIL9S 30. 0000
rAN 27.3450
L-ARC 44.3479
RADiAL N 30 24 25.0 w
RP 4188.76829 3747.39748 70
69 CHORD N 17 14 38.0 ~ 40.4188 4214. 641s6 3732.21333 71
TAN@PT N 59 35 35.0 E
RADIAIy S 30 24 25.0 E
1pEL'FA ~ 14 02.0 LT
B?ADIUS 732. 5000
TAld 20.6774
L-ARC 41.3438
RADTAL S 33 38 27.0 E
RP 4846. 38819 3361. 45703 72
71 CHORD N 57 58 34.0 E 41.3383 4236. 56243 3757 .26105 73
TAN@1'T N 56 21 33.0 E
73 INV N 56 21 33.0 E 257. 24,00 4379. 06953 3981. 42+@20 74
74 IN►l S 33 38 27.0 E 110. @0@0 4287. 49160 4042. 35856 75
LAT & DEP 0.00498 0.00989
75 HCLOSE Al 63 16 24.1 £ 0.0111 4287.49658 4042.36845 15
FREC = 1 Tp 225222 Area = 210754.56 sq ft 4.83826 ac
FRflM AN~'.,LE mI ST NOFiTI E►4ST 'i O
BLdCK 4 & 5 SIDELINES
START 4138.35772 3312.99053 8
S INV S 83 16 47. w 10.0oia@ 4137.1 i@ 3303.05933 9
J INV N 643 28. W 110. 00@m 4246. 4--- 329@. 17B94 10
10 INV N 2 37 12.0 W 110. 2200 4356.53557 3285. 14060 11
11 IAl V N 63 13 23.0 E 558.6900 4608. 23565 3783. ~2070 12
12 INV S 33 38 27.0 ~ 265.2000 4387. 44959 3930. 83752 13
13 INV S 56 21 33.0 w 2].9. 7G00 4265. 70554 3747. 88147 76
RADIAL S 33 38 27.0 E
DEI..TA 26 55 14.0 RT
RADIUS 697., 5000
TAN A66. 9436
L-ARG 327. 7220
RADIAL S 6 43 13.0 E
RF' 4846. 39317 3361. 47692 77
76 CHClRD S 69 49 10. 0 W 324. 715$ 4153.68549 3443. 09992 78
TAN@PT 5 83 16 47.0 W
78 INV S 83 16 47.0 W 131. 0100 4138. 35441 3312. 99Q0E, 79
LAT & DEP (6.00331 O. 04057
79 HCLOSE N 9 47 52.3 E 0.0034 4138. 35772 3312. 99063 8
PREC = 1 TD 515725 Area = 169887, 76 sq ft 3.90009 ac
FROM AIdGL.E UTST MQFtTH EAST `I'G
CEMTERLTME SAIAEfE RIVER LAHE THENC'E EA,STERLY OM FL►4T RDCK RIVER LANE
Ai1T❑ IMVERSE
START 3626. $9$80 3752. 37853 2
2 INV S 89 48 04.0 W 40.0000 3626. 75995 3712. 37877 80
s0 I N V N 0 11 56.0 W 127.5000 37 54.2591 & 37 11. g36].9 81
81 INV N 813 48 04.0 E 262. 5600 3755. 17059 3974, 49460 82
82 INV N 4 02 55.0 E 17.5500 3772.67680 3975.73368 83
LAT & UEQ 0,00589 -0. 00853
63 HCLOSE N 56 36 15.6 W 0.0107 3772. 68258 3975.72475 20
PR£C = Z TO 41847 No Area
FRON ANGLE E]257" NCkR'1'H EAS'F T~
~ENTERLTNE Ff..AT ROGK RLVER E..ANE 1+fESTEFiLY FFIDM SNAKE RIYEh C.AAIE TO RIl7 GFiAATDE LAN
E 'I`HENCE WESTERLY ON RIVERWALfC LANE
A[1Td INV'ERSE
START 3754. 25918 3711.93619 8l
81 INV S 89 48 04.0 W 80.3400 3753. 98030 3631. ,59657 85
RA~IAL S m 11 56.0 E
DELTA 40 33 38.0 RT
RAdI US 117. 5000
TAN 43.4186
L.- ARG 83.1600
RADIAL 5 40 21 42.0 W
RP 3871.47959 3631.18880 86
85 CHORL'] N 69 55 07.0 W 81.4540 3781. 94791 3555. @9459 87
TAN@PT N 49 38 18.0 W
RAI3TAL S 40 21 42.0 W
DELTA 40 33 37.0 RT
RADIUS 117.5000
TAN 43.4183
L°AF3C 83.1795
RADIAL S 80 55 19.0 W
Filp' 3671.47959 3531.1888fb 88
87 CHdRb A1 29 21 29.5 W 81.4535 3852. 94045 3515.16057 89
TAN@PT N 9 04 41.0 W"
89 INV N 9 04 41.0 W 290. 2700 4139. 57462 3469. 36180 90
RAUTAL S 8 40 44.0 £
DEL7"A 1 57 31.0 R7'
RADFUa 715. 0000
TAId 12.2220
L-ARG 24.4417
14 Li i./ .f. fY R..s rJ '6P ~ n..l 1 J a YJ L
dS~ 4846a 30/55 3361e `t/0/`t 91
90 GHO}3D S 82 18 01.5 +W 24.4405 4136.30010 3445.14163 92
TAAi@PT S 83 16 47.0 W
92 INV S 83 16 47.0 W 126.7300 4121.46988 3319. 28236 93
93 INY PI 20 27 37.0 W 18. 01'S0 4138. 34840 3312. 98507 94
LAT & DEP 0.00932 0.00556
94 HCLQ aE N 30 48 G+~S. ~ E 0.0109 4138. 35772 331 2. 9'3053 8s
PREC = 1 TCl 65070 No Area
FROM ANGLE pIST I~ORTH EAST TO
GENTERLINE RIVERWALK C.ANE EAS'["ERLY OF RIQ GRAA[DE LAN~
~UTO IHVERSE
START 4139.57462 3469.36180 90
R►4DIAL 5 8 40 44.0 E
DELTA 18 12 38.0 L 1'
RADIL1S 715. 0000
TAH 114. 5920
L-ARC 227. 2514
RAF]I AL S 26 53 22.0 E
RP 4846. 38755 3361. 47074 91
90 CHC7RI3 Tt 72 12 57.0 E 226. 2961 4208. 692?3 3684. 8440a 95
TAN@PT N 63 fD€a 38.0 E
RADIAL S 26 53 22.0 E
DELTA 6 45 05.0 LT
RADII]S 715. 0000
TAAi 42. ]l?45
L-ARC 84.2513
RAI3IAL S 33 38 27.0 E
RP 4846.38755 3361.47074 96
95 CHORD N 59 44 05.5 E 84.2026 425,1, 13100 3757.57002 97
TAN@PT N 56 21 33.0 E
97 INV N 56 21 33.0 E 257. 2500 4393. 543E,5 3J7I. ?3750 98
98 INV N 33 38 27.0 W 17.5000 9408. 21286 3962. 04276 99
LA'I' & DEP 0.010008 -0. 00214
99 HGLOSE N 87 47 03.8 W 0.0021 4408. 21295 3962. 04062 14
PFdEC = 1 TC9 273311 1V❑ Area
FR0M ANGLE DYS`l' HORTH EAST TO
CEN'I'ERLTHE SMlssKE FdIVER LANE
AUTC3 INVEhSE
START 4206. 69273 3684. 84408 95
RADgAL. N 63 06 38.0 E
DELTA B 15 56.0 RT
RADIUS 1432. 0300
TAN 3.03. 4727
L-►AFtC 206. 5863
RAF3IAL N 71 22 34.0 E
RF" 3561. 02794 2407.64392 100
95 GHC3RD S 22 45 24.0 ~ ~06. 4072 4018.35309 3764. 6BEi16 101
'['AN@PT S 18 37 26.0 E
LAT & DEP 0.00546 -0. 006I$
104 H+GLOSE N 48 33 01.1 W 0.0082 4018. 35E355 37fi4, fs7998 64
PREC = 1 TO 25051 Nca Ares
! )0-:~
4r~OM ~dNGl,.E DISY IV~k~tTH EAST T
,
! P 1414C RI 41ERWALfi 4TH PLAT BOUNDRY MAftCH 7, 1996 D.S. -
'
AL1TD I NVERSE
START 3E,27. 101 9'~ 38;29. 13626 1
1 ZiyV S 89 50 54.0 W 76.7600 3626.89880 ,.~7'a2. 37853 2
a INV S 199 48 04.0 W 160, 0000 3626.34339 3592.37949 3
3 I iVV 5 A t 17 52.0 G+1 14 1. 9200 .?,6 4. 871 02 3452.09326 4
4 INV N 71 51 ..i8. 0 W `!'..a. ~r`" ~0 '8. .,7576 :~~r8~?+. ~r242~: 5
5 I f~l4~ ~9 18 06 02.0 E 4b~I~d Olt 3 72, 18,0 5 3s94. 672,~2 6
6 I ~!V ~E 9 04 41. ~ W 4.~7, ~0 11 04. 59118 3325. 58209 7
7 I N V N 20 27 37.0 w+9 36.0300 138.34822 w,.:,1 2.98751 a
8 INV S 83 16 47.0 W 1 0. 0000 4137.17799 3303.05622 g
9 I NV N 643 28.0 W 110. 0007 4246. 42128 ,.~~L90, 17583 10
10 INV N 2 ,.~7 12.0 W 1 10. 2200 4356. 52606 3285.13749 11
11 INV N 63 13 23.0 E S5E3o 6900 f+608. 226k5 3783.91758 12
12 INV 5 33 38 27.0 E 265.200 4387. 44009 3930.83441 13
13 Y NV N 56 21 33.0 E 37. 4+90 4408. ,=:0344 ,.s962. 03751 14
14 Y NV S 33 38 27.0 E 1 45. 00 0 ~'+2$s7. 48708 4042. 3€a53a 1..,
15 INV S 56 211 33.0 W 70.0 0 4248.70813 v9$4. 08847 16
AC+ lIYL` S 33 38 2l. 0 E '~."~1. 6 00 4230. Ly8,:l93 r:f39G+. 0CJ225 17
17 TNV S k, 31 31.0 F 3~'+8. 00 3882.71726 400,.3. 347~0 is
is T I+~1V S 89 48 00.0 W 30. 100 3882. 61 251 3975. ,337aB 19
19 INV 5 0 12 00. E 109. 400 .a772. 67318 3975. 72164 20
20 INV S 4 02 55. w 35 1000 3?w7. 66077 3973. ~ 4348 21
21 INV s 0 12 00.0 E 11 .0600 3627. 60144 13973. 62766 22
22 IhIV a 89 4E3 00.0 14 .5000 .+27. 09704 - 29, ],28..r4 2..?,
LAT & DEP' 0.00494 0.00972
23 HCLOSE 1V 63 02 20.4 E 0.0 9 36 27. i 01 g 90 3829.13826 1
PREC = & TO 282a~9 Are~ ~ 56 272. 1` sq ft 12. 97 ac
FRDM ANCL.E a TST - NCJRTH EA5T-- _Tt7
ti__.~,....~.~.~~.r___-~~_-------__.~~.~_w~._...,._~ - ----__m.....~ ~d:~E• ~.__....~~..~~..~r~,.~_r _
BLOCK 1SI DELX NES
AUT4 INVERSE ,
5"f"AR`f -7, 10199 w~29. 12826 i
1 ffNV S 89 50 54.0 ini 76. ' 0 3 6.898E30 3752.37853 2
2 TN'V S 89 48 04.0 W 15. 0 6.84673 3737.37862 24
24 INV IV 0 11 56.0 W 0. 0 ,06. 84625 3737. 1009'
RADIAk.. 5 89 48 04.0 W -
F3ELTA 90 00 00.0 RT ;
RAD I lJS 30.0000
TAN ,.s~0.
L-pRC 47.1239
RADIAL ld 0 11 56. 0 w
RR 370 95038 3767. 10074 26
25 CHORI] IV 44 48 04.0 E 42.4264 3736. 020 3766,99660 27
TAN@F'T 9V 89 48 04.0 E
27 I hlV N 99 48 04.0 E 206. 2600 3737.66618 3973.25536 28
28 INV S 0 12 00.0 E 110. 0E+~0 3627. 60685 3973. 63954 29
29 II't#V S 89 48 00r 0 W 44,5000 3627. 1 0246 3829, 1.4042 30
LAT & L7EF' -0. 00047 -0. 00216
30 HCLiC]SE S 77 43 40.9 W 0.0022 3627.10199 3829. 1..s8`6 1
F'REC = 1 TO 307655 Area 25806.88 sq ft 0.59244 ae
FROM ANC~L.E DYST NCIRTH EAS°f Ta
BL[7CK 5IDEL I lrl~~
~UTO I NVERSE
57ART 3626. 34339 3592.37949 3
3 INV S 81 17 52.0 4n1 141. 9200 ..:~~04. 87102 ,.~45v.0~~~8 4
rnI eJ nr 71 Fi j ~A_ m w 7c=; C7;pmm ~APA - -Z-aFi`~~ ~-~ALA_ 7.1p4~p 9~
5 ItV1i N 16 Ob Od. 0 1-- 4b. ~WVJW ab re, xrscVID .~.~-j+. 0 .c- .Lpa Q
6 INV N 9 04 41.0 W 437. 6900 4104.59119 3325. v6209 7
7 I[VV N 83 16 47.0 E 101.3200 4116.44787 3426. 20595 ✓1
RADIAL N 6 43 1:3. 0 W
DELTp 87 38 3a. 0 RT -
Rl9A,1 IUS 30.0000
TF'1!tl 28.7902
Lr"h'flLC 45. 8p7Y
RALi I FIL N 80 55 19.0 ~
RP 4086. 65399 3429.71661 32
31 CHORD S 52 53 57.0 E 41.5445 4091.38739 3459.34084 33
TAN@fi'l" 5 9 04 41.0 E
33 INV 5 9 04 41.0 E a44. 2160Q► 3850.18691 3497.86015 34
RADIAL S 80 55 19.0 W
AELTA 14 30 50.0 L,.T
RRDIU5 135. 0000
T'AN 17.1908
I.,..-AC~C 34. 1975
RADI FlL S 66 24 29.0 W
FdP 3871.48719 36.a1d 18919 35
34 CHi3RD 5 16 20 06.0 E 34.1062 3817.45747 3507.47262 36
7ANCaPl" S 23 35 31 E0 E
RAd3I AL N 66 24 29.0 E
TlELTA 43 27 58.0 RT
RpDI4JS a-15. 0@00
TAN 9.9654
L-ARC 18.9657
RAD T flL S 70 07 33.0 E
RP 360a'. 45196 3484.56215 37
36 CHORD s T 51 32.0 E 18.5141 3798. 95307 3508. 0731 8 38
TARI@PT 5 19 52 27d 0 W
RADIA1., 1V 70 07 33.0 W
DELTA 139 01 31.0 LT
RAI] IllS 50.0000
TAhl
L-ARC 1 L g . ~r
RADI AL S 29 09 04.0
RP 3781,95530 3555.09526 39
38 CHC.3RD a 49 38 18.5 9,.~. 749 3?3B, 28839 3579. 45099 40
~~N@PT N 60 50 56.0 E
'~ADI F#L N 29 09 04.0 W
T3EL`!'A 43 27 58. 0 RT
RAD F US 25.0000
-
TAhI 9.9654 a
;
L--ARC 18.9657
RADIAL N 14 IS 54.0 E '
RF' 371 ~ 4549 ' ~541. 62866 41
40 Cl-ll,.,~R1,7 N 82 34 55.0 E 18.5141 374 678 ~ 3597.81017 42
TANCdF°T S 75 41 06.0 E '
RADIAL S 14 18 54.0 W
AELTA 14 30 50.0 LT '
RAL} I4JS 135, Qr000
TAN 17.1908
L-ARC 34.1975
RAIIT FlL 5 0 11 56.0 E
RP - 71.467il 3631.18929 43
42 CHORI3 5 82 56 .,a3.. 0 E 34. 62 736.48792 3631.65791 44
TANCdPT N 89 48 04.0 E
44 I3v1V N 89 48 04.0 E 25. 340 373E+. 57588 ..~~~56. 99775 45
RADIAL N 0 11 56.0 41
DELTA 90 00 00.0 RT
FtAI] I US 30.0000
7AlV' 30. I*rArnO ,
L.-FaRC 47. ~
RADY AL '#V 89 48 04.0 r
RP 370E . 57607 3657.10189 46
4v L;FILJF{U b «.r 1 1 v~~. {C1 1= ~w,:,. •rce+r a r~c. ~ v+cLc~~.~ r. ~ w.ra -TAN@PT a 0 11 56. 0 E
47 INV S 0 11 5E+. !r 80.0000 3626. 6 Q 3EaB7. .=,7941 48
48 IIVV S 89 4E3 04. 4.. - 'rJ 95.0000 3626. 3=,o'j2 .:a592. 37998 49
_._......,...__...----_~......_..___----LAT~&~E]EP°0. 00752 -0. 00049
49 HCk...OSE ro a, 43 21.0 W 0.0075 3626.34339 3592.37949 3
PREC = 1 TO 208048 FRrea = 84,s24. 80 sq ft 1.93583 ac
FRdM A~GLE D IST NORTH CAST TO
BLOC}C 3+6 SI DEL I iriES ~
AUTO INVERSE
START , 4287. 48708 4042. vE+5,:,3 15
1.~'r INV S 56 21 33.0 W 7 1.0000 4248.7+~813 ,,98~4, ~s88~+7 16
16 Titi1V S ✓B ct'. 0 E c .6500 42,,0. 6i~,39., .~99~+. 0i~~c'.r 17
17 IIV~J 5 1,s 131. 0 E 34 .0~30~d 3882.71726 40~15, 347~`0 18
18 IC~lk~ S ~9°J 4E~ 00.0 W ~.0100 3882.61251 3~3`75. ,~3788 19
19 IIVV 5 ~k ~.a 00.0 E 1~. 9400 3T'~2. 67;~£S 3975. 721E+4 ,:'~F
20 I1~4~ 5 89 48 L~4. 0 W 2000 3771. 47g37 3631.52371 50
RAI7I AL S 0 11 56. 0 E '
DELI"A 81 07 15.0 RT
F2AE7I lJS 1 00. 0000 -
TFlfV 85,5906
L-°-ARC 141.5826
RRDT AL S 80 5a19. 0 W
RP 3871.47777 3631. f?E%59 51
So CH0RD N 49 38 18. 5 W /243.9400 ,~0. 0~~99 38~,5. ~59978 3532.42916 5~'
TAEV~'aF'`1° N ~3 04 ~'+1. QS W
52 INV 4V 9 0~+ 41.0 W 4096. 584`7 3493.94034 53
RAAIAL S 80 5,.~, 19.0 W
LIEI._TA 86 4E3 12.0 RT
RAI7 IUS 30.0000 TAN 28.3712
4,..-ARC 4ar 4501 ~
RADIF1L N 1c: 16 29.0 4J f
RP 4 4101. .:Ji76 352,.~. 56456 54
53 ChiORI] IV 19 25.0 E {F 41.2265 4130.631 = 3517a 1863'9 55
TAI~~~PT N 77 3 31.0 E
RADTAL S 12 29.0 E
DELTA 10 5 09.0 LT ;
RAI7TL.fS "'2.5000 ~ TAN .4403 ~
L-ARC 14 .4498 ;
RADIAL 5 23 15 38 0 E '
6.38650 3,21,61. 4..i7'59 56
RP ; 464
55 CHORD N 72 13 56.5 E{ 140. 2'337 4173. 4a522 3650. 73145 57
TAN@PT N E+6 44 22.0
f
f4 h-I 1J I1"7 L 19 23 15 38.0
I7ELTA 88 16 25.0 RT -
'
Rfi3I~ IUS 30.000
TAN 29. 1
LwARC 46. '~.~.~00
RAI7IAL.. N 65 00 47.0 ~
RP 4145. 86367 3662. 57884 58
57 CHQRD 5 69 07 25.5 E 41.7824 4158. 53602 3689. 7709& 59
TANC F'T S 24 59 13.0 E
Rfl17I AL 1V 65 00 47.0 E
DE1..,7A 3 51 10.0 RT
RAD IUS 1414.5300
TAN 47.5770
L-ARC 95.1182
RADIAI.. hk 68 51 57.0 E
RF" 3561. 021 95 2407.63523 60
59 CHORD 5 23 03 38.0 E 95.1003 4071.03510 v727. ~2209 61
6 !^FN@P1 M13 21 08 03.0 C
fLMDll"'iL N 6P 51 57.0 G
,ur- L- r 114 a •+~r •-r o eW.e R i
F2ADI LJS 25.0000
TAN 13.5023
L°ARC 24.7603
RWH7 IAL S 54 23 16.0 E
RP 406: .021 27 3703.70362 62
61 GNqRD 9 7 14 20.5 W 23.7606 4047. 46386 37;-24. 02804 63
TAN@PT S 35 36 44.0 W
RAIJ I AL IV 54 23 16.0 W
DELTA 290 56 44.0 LT
RAI] IU5 50.0000
TAN 34.3990
L-P"IfgLe L53• G977-J
RALJS.AL Y4 A~ 40 00.0 G
fTi1" 4018.34904 3764. 67687 64
63 CHQRIJ I'J 70 08 22.0 E 56.6798 40£rfa. 71980 3777. 33663 65
TANL.~PT N 75 20 00.0 W
RADT AL S 14 40 00.0 W
T7EL7A 54 1 E, 21.0 RT
RAIJIUS 25.0000
TA!V I~. A131
L-ARG ;23. 6808
RAD IAL S 68 56 21.0 W
Rp' 4050. 90518 378.3. €+6650 66
65 CH0RD IV 48 11 49.5 W 22. 5 4081. 92121 3760. 33652 67
TAhk@PT N 21 03 39.0 W
RADIAL N 68 56 21.0 E
L}EL,TA 4 02 40.0 LT
RAD I'LJS 1449. ~~00
7Altk 51.1816
L-ARC 102. ;a20J
RADIAL hl 64 5,.:, 41.0 E
R'FR 3561.0 96 -407. 63598 68
67 CHORD fV 23 04 59.0 W 02.2994 4176.0 ~ ~720. 22E148 69
7AN@PT hi ::;,.i 0E+ 19.0 W
RADT AL S 64 53 41.0 W
DEI....TA 84 41 54.0 FtT
FdAQTUS 30.0000
TAN 27.3450
L..-°ARC 44. 347
RADI AL N 30 24 25, 07,
RF' y 4188. 7il979 3747. 39437 10
69 CHC]RD N 17 14 .s~. 0 E ~+0.~+188 214.63236 3732.21022 7~.
`~AhIC~F'T !'~l ..i9 3...r 3..i. Q+ E
RADIAL ~ 24 ~5e E
DELTA w 14 ~c. L`T
RA33IU5 7',.s~. ~00
H
TF'1 ryN L~ C+~ ~r7"'~
L ^'F13~iC ~F ,.S~F,:S 8
RADIAL 33 .,8 c',-. ~ E
T'G P 4846.37869 3361.46392 72
71 CHORD N 57 58 34.0 E 41.3383 4`36. 55293 3767. 25794 73
TAN@PT N 56 21 33.0 E
73 Z[VV N 5E+ 21 33.0 E 25?. 2400 4379, 06003 3981.41709 74
74 INV S 33 38 27.0 E 11 0. 0000 4287. 4$2]. 0 4+044°... v5344 75
LRT & DEP 0.00498 0.00989
75 HGL.OSE N 63 16 24.1 E 0.0111 4287. 48,' 08 4042.36533 15
PF2EC = 1 TC] 225222 Area w21075 56 sq ft 4.83826 ae
FRC]E9 AhIC;LE DI5~ NCIFTH EAST -!`G
BLOCK 4+5 S IDEL I 1VE5
AUT[J T NtJERSE -
START 41,11-2 '2 ..:,,:,i2. 9~~51 8
8 INV 5 83 ib 47.0 W 10 ~000~7# 4137.1 330.;~s. 05622 9
4 T1~4~ N A 43, .'.Ao ~ f~ 1 1~t0fLl 0QI 4246.42128 3c°90. 17583 1 Ql
1 w~ ~ ~V N a v-~ I*d. 0 w 11 . ~~wto 14-5nb, v4~~b Isc:b:.~.
11 INV N C, 3 13 23. r" yl" 55 . 6900 4608. L 3783.9
i
TNV S 3F3 .~8 27.1 _ 2 5.20010 4387.4 i9 3930. $;~441
13 INV S .~a~+ 41 - W . = '9, 7~+00 4265.69634 3747.878 ~ r
1`[ADSPWL s.~. 33 Jv 27r ~ E
DEE..TO 26 55 14.0 Fd~
RAD T US 697. 50~0
TAN 166.9436
_
L-HR6r 327.7220
~ AL S 6 43 13.0 ~
~P 48'46. 36361 3,.?61~ 47381 77
76 CHC]RI7 5 69 49 10.0 W 3L:-:'4. 7],58 415,3. 67a99 3443. 0''3681 78
TAN@PT S 193 16 47.0 W
78 I NV S Bv 16 47.0 W 131.0100 4138.34491 3312.98694 79
LAT & ~EP 0.00331 0.00057
79 I-1GL[]SE 3V 9 47 52. ..3 E 0.0034 41,38. 34822 .s31L. 98751 8
F'REC _I TQ 515725 Rt^ 1€+ 887.76 sq ft 3.90009 ac
FROh'6 AhJGLE D ST NORTM EAST TO
CENTERI.,INE SNAKE RIUEF2 LANE T'WENCE EAST ' LY OIV FLAt ROCK RiVER LANE
Al.lTO Il+JVERSE
S7ART 362-6. 89880 37Sc...~7853 a
2 INV S 89 48 0kg 0 W 40. 000 36'=' .75995 3712.37877 9o
80 E NV N 0 f i 56.0 W 127. 000 ° 54.25918 3711.93619 81
81 F NV N 89 48 04e 0 E 262.5 00 55. k~0 9 3974.49460 82
82 INV h~! 402 5~i. 0 E 17. 500 772.~7~ 397~r. 7:~3~,8 63
~ 1 ~~4
1,.AT t~ DI~~' • 2
83 -iCLpSE 7~.:~ 17 1~+. 3 W 43. ~ 18 3975. 72164 20
F'REC = 1 TO 35599 1Vo Rrea
FRDM ANGLE DI [VQRTH EAST TC7
CENTERL I IVE FLAT~ ROGK~ RIVER LANE~WEST~R hO ~NAKE RI VER~LANE TQvRI O~GRANDE LAN
E TNEhICE WESTERLY C1N R3 VERWAL+i LANE
AUTO FkVVERSE
START 3754. 2591 8 3711.93619 81
81 INV S 89 48 04.0 W 80.3400 3753. 98030 3631. 59667 85
R A T] I AL. ~ 0 11 56.0 E
DEI...TA 40 33 38.0 RT
FEAD IUS 117.5000
-1°Ah3 43.4186
L..""P"}RC vJ• 1GY0tCS
ry
Rt"IiJ 1.1"9L S '^FVJ 2i °tG. 0 W
T~P - .J 71.47959 3631.18880 'P47
85 CHQRD N 69 55 07.0 W 81.4540 v 81.94791 355...u. 09459 87
TAN@Pl' N 49 38 18.0 W
i4AE]IAL S 40 21 42.0 W
E7ELTA 40 33 37.0 RT
RADI1JS 1 17, 5000
7qN 43.4183
L-ARC 83. 1795 -
RAk} I AL S 80 55 19.0 W
RP 3871_ 47959 ,',6L,1. 18880 88
87 CHOFPD IV 29 21 29.5 W 81. 45a:,5 3852 94045 3515.16057 89
Tf 1N@FK 9 N 7 04 41• 0 W/
ag T NV N 904 41.0 W 290. 2T0QS 4139 . 7462 3469. 36180 90
RAD IAL 5 8 40 44.0 ~
~~LTA 1 s°r 31.0 RT -
RADIuS 715.0000
YAN 12.2220
L-ARG 24.4417
RRDIAL S 6 43 13.0 E
RF' 4846.38755 3361.47074 91
90 CHaRD S 82 18 01.5 4aJ 24.4405 4136.30010 3445. 14163 92
TaNcdPT S 83 16 47.0 W
9,.~ IiVV fd 20 2-7 37.0 W y 18.0150 4138. 34840 3312. 99507 94
_ _ LA7 & AEP -0. 00018 0.00244
94 HGLCISE S 85 44 49.6 E 0.0025 4138. v48c2 3312.96751 8
PREC = 1 TC3 288054 IWa Area
FF2CJM ANGLE DTST NORTH EAST l"D
CENTERRLI NE R E VERWALFS LANE EASTERLY OF RI(] GfiANDE LAkVE
AUTO X NVERSE
5TAF2T 4139.57462 ,.s469. .:,61E:10 90
RADIAL S 8 40 44.0 E
DEL...TFI IB 12 38.0 LT
RAI? IUS 715.0000
TAIV 114. 5920
L-A RC 227 . 251 4
RADT F1L S 26 5,.:, 22d 0 E
RP 484 .38755 3361. g+7074 91
90 CHOfFg N 72 12 57.0 E 226. 2'361 4- 8.69273 3684. 84408 55
k I^If4@Y° F N 63 06 38R 0 E
fYriA.! IAL. .7 26 53 22.0 E
IJELTA E+ 45 05.0 1..T
RAL? IUS 715.0000
- TRN 42.1745
L--ARC 84. a-513
RADI AL S ,?,B 27.0 E
RP 4B46. w:,B75S 3361. 47074 96
9'~'i C'HflRD fiV 59 44 05.5 E 8' . 1 26 4251. 1.s 1 00 3757. J7~~2 97
TAh1CdPT N 56 21 33.0 E
97 Ih1V fV 56 21 33.0 E 257 2500 4393. 64365 3971. 73750 98
98 IN11 N ..:,3 38 27.0 W 1 . 000 4~08, 21286 ,.;,962. 0Y4c:76 99
LAT & DEP , --0. 00942 -0. 00526
99 HCLC]SE S 29 09 28.2 W 0.01 8 4406. L0344 i ;962'. 037 a1 14
PREC = I TO 54346 No Are
EAST" TQ
+
FROM ANGL.,E DIST NO
CENTERLINE SNtRKE RIVER LAIVE '
F3UTQ FE'+k►1EFtSE ~~[--x--x--~cS`i'flRT 4' Cn 3. E+92'73 .:,fa44. 84406 95
F2ADI AL fV 6,.s 06 38.0 E
T.iEC.»TA 8 15 56.0 F'2 T
F2AF] I l.k'S 1432.0300
TAN 103. 4727
_
I...-pRC 206.586
RAU IAL IV 71 22 ,.:,4.0 _a
RP 3561.02794 2407.64392 100
95 CHC]RR S 22 45 24.0 E 206. 4072 4018. ,°,...F309 3764.68616 101
TRhJ@PT 5 18 37 26. E
LAT & DEP --0. ~0404 -0. 00'~29
101 HCLClSE 5 66 28 54.0 W 0.0101 4018.34904 3764.67687 E+4
PFlEC = 1 TD 20363 No Area
rT
C)FFICE OF THE CaUNTY ENGINEER
Spokane Cvunty, Washington
August 17, 1996
To:
Frum: I)ewelopment Engineering Services
RE; Language foa- P.U.D. F1at ][77edication & Cavenants
Prvject #P1414C, Rivecwalk 4ttt Addrtion
'I'he private roads andlor cvrnmon areas shown an this plat are hereby dedicaEed to the
iHQIW cWnlo A1101'"M
created by document recorded under
Auditar's dvcument number
The private rvads, as shown hereon, aire easements which provide a rneans vf ingress and egress
for those lvts within the Plat having frontage therevn.
The private rvads andlor common areas cannat be sa1d or transferred, regardless af any
provisians in the c6venants to t.he contrary, withouC express agproval by Spvkane County,
arad shall be considered subservient estates for tau purpases to the vther lats created herein.
Drainage easements, as platted and shawn hereon, which are for the purpase of insr.alling,
vperating, and rnaintaining drainage swales and drainage facilities to dispose of runoff, are
hereby geanted to the
,
vr its successars in interest.
This Flat is subject to the separate DECLARATIONf UF CC)VENANT as recorded
under
Auditvr's Gocument N'o.
which by reference is made apart hereaf.
{WARNING: The draft cor+enant must be apprvWed hy the County Engineer's f]ffice
FRTDR to recarding the cavenant'.J
-
i ~4qqq
UECLARAT1(]N OF CO'IENANT
In cansiderati4n qf the approVal by 5pokane County af P1414C, River►valk P.U.I)., 4th Addition,
(herernafter referred tv as the "Plat"), the undersigneci covenanLs and agrees that;
l. The subcliuiderlsporisar will coriscruct the pnivate roads and associated drainage facilities in confannauce
with the agproved plans an file in the Couzity Engineer's C)ffice.
2. A 1oC is senred by a private raad when: a. the only road frontage for the iot in the Plac is ran tlie private
road, or; b. a lot having frontage on cnvre than one rvad (public ox private) constructs an approacli to the
private aoad.
3. The Riverwalk Hatne Clymers Associativn or its successors iu interest s1iaIl maintain the priVate roads and
associaeed drainage facil'nties iii ccsnfQrnaatice vvifls the appro►+ed p1ans on fi1e dn the County Engineer's
Office.
4. The awner(s) of any 1ot created hy the P1at or alter~ation thereof and served hy a private road sha11 be
resppnsible for mainterance af said private raad, including associated drainage Facilities, in conformance
with appror+ed plans on fi1e witlz tlje County Engineer's affice.
5. MainteaanCe financing Qf the private roads and aSSoCiated tirainage facilities shall be in amanner
deternuiied by the Riverwalk Hame C3wners Assaciation ar their success,urs in interest.
5. ShoWd the Riverwalk Hcsme Clwners Ass[rciation be terminated fer any reason, the 5ucce5sors in interest
shall be the iiidividual lot vwiiers, ar their successnrs in interest, who are members oF the RiVerwalk Hanie
(3wners Assaciation at the Cime v£ said terminatian.
7. In the e►rent such prir+ace road including associated drainage facilitie5 is improved to 5pokane County
standards for public streets, and the County is willing to accepc the dedication of such roacl aid drainage
facilities, each lvt vwmer shall execute any conveyance documents necessary to aecomplish such declicatian.
S. C}wners of lvts within the Plat wha are smed bp such road ma,y sue aztr] recvver dainages and auorneys'
^ fees frorn any awner of any lat within the Piat which is also served whp refuses to participate in the roacl
and drainage facilitie.s constnuctipn, firjancing, and maintenance.
9. "w7YARNIlNG: 5po'kane Caunty lias no respDnsibility to build, itt°jprove, oe maintain vr vtherwise senvice
the private roads, and assaciacec[ drairiage facilities eontained widiiri or providing service cn the property
described in the Pia¢. By accepting this Plat or subsequently by allvvving a huildijig gernit to be issued
for property on a private road, Spokane Caunty assumes tio obligation for said private rnad and the owners
heretry acknQwledge that the County has no obligation of any kind of tiature whatsoever to establish,
exanune, surriey, canstruct, a1Cer repair, improve, maintain, prpvide drainage ar snow remvval ntl a griWate
raad or its' asscaciated drainage facilities.
10. Spakane Caunty is hereby granteai the right of ingress asid egre.ss to all pnuate roads andlor clrainage
easements, f4F the pLil'po$e i7f l[]SpECtl4IY aI7d GITiefgeI1C]r [1131i1teI7aI1ce ihf dS31D3ge SW3leS' attd aiiy odier
drainage facili[ies, if xiot properly tuaiiitained hy the Riveewalk Home[avvner's Associatioii, or their
successars in interest. Sgo'kane County daes not accept the responsibility to inspect aud maiutain the
drainage easetnents or clzainage swales, nor dnes tEie Caunty accegt any liability for failure by ttie
Raverwalk Homeawnier's Association, or their successars in iuterest to prQperly maintain such at'eaas.
11. The lat owners witfiin this Plat shall be held responsible £or keTiug open anei maintaiuing the surface patli
of natural or nnn-niade clrainage flow over and across their respectiue properties.
12. "nie 1Q¢ owuer or hi5 representative sliall inforna eaCh Succeetiing purchaser of ali drai.nage easements on
tlie progerty atid af his respatisihility for nWneaining surface draiiiage paths and svvales rvirliin saici
easements.
13. The Riuerwwalk Homeowner'S Association, ar dheir successar5 in interest, stiall maintain all water quality
treatnenc swales ("208 swales") and drainage ditCheS Situated within this Plat, and any pertion of a208
swale situated in the pttblic rigut-of-way adjacent to tiis Flat, with apermanent graunci saver as specified
on the curreazt approved plans on file waitli the Gaunty Engineer's C?ffice. The Riverwalk Homeowner's
Assaciation, or their successors in interest, may instaIl approaed shrubbery andfor trees which d,o not
ohstruct the flovv and percolatiQn esf starm drairja$e water in the 208 swales and drainage ditclzes, as
indirated by die cureet}t apprtaved plans nn file with the County Engineer's Dffice.
U. Spakane County rloes not accepc the responsibility af mainr,adning the drainage eourse an private lots within
drainage easements ar flovdplain area$, nor the responsibiliey for any dawage, whatsoever, including but
not limited to inverse candemnation tv any pmperties sue ta deficient corstruction atidlor maintenance of
drainage courses in drainage easements on private property.
ir -
veiwalk Homeowner's Association, or their successors in interest, fail to maintain the
es in confomiance with the approved drainage plan, a notice of such failure may be given
Ik Homeowner's Association, or their successors in interest, by die County. If not corrected
eriod indicated on said notice, the County has the right to correct the maintenance failure, or
onected, at the expeiise of the Homeowner's Association, or their successors in interest.
' ding that is constructed on a lot in this Plat shall be set at such an elevation so as to provide
e drainage away from any drainage entry point to the building (including but not limited to a window
, a window unpmtected by a wiudow well, or a doorway). Said positive drainage shall consist of a
aimum slope of 3% away from the building for a distance of at least 10 feet from the building. The lots
all be graded so that eitlier a) all runoff is routed away from die building, and conveyed over che lot to
a natural draiiiage swale or approved drainage facility, or b) drainage intercepted on the lot is disposed of
on the lot in an approved drainage facility. The approved drainage facility shall be constructed in
accordance widi the approved plans on file at the County Engineer's Office. Any revisions to the approved ~
drainage plans must be approved by the County Engineer's Office prior to construction of said revisions. ;
7. Tliis covenant and agreement shall run with die land and shall be binding upon die owner, their heirs,
successors or assigns, including the obligation to participate in die maintenance of the private road and
drainage facilides as provided herein.
I
~
{INDIVIDUAL OR CORPORATE ACKNOWLEDGEMENT}
{INDIVIDUAL ACKNOWLEDGEMENT}
~
(sienature)
(name)
(si¢vature)
(naiue)
STATE OF WASHINGTON )
) ss
County of Spokane )
I certify that I know or that I have satisfactory evidence that
(and ) is(are ) the person(s) who appeared before me , and said persons acknowledged that
he(she)(they) signed diis instrument, on oath stated that he(she)(they) was(were) authorized to ezecute the instniment
and acknowledged it as lvs(her)(dieir) free and voluntary act and deed, for the uses and purposes stated in the
instrwuent.
DATED this _ day of , 199_.
NOTARY PUBLIC in and for
the State of Waslungton, residing at . My
appoinmient expires •
e
..ti(cvRPDRATE AcKavOwLEnGEMENT)
(CaRPaRaTIaN NAME)
A{narrne af State of InCOrporation} (Type of Corporate Entity)
(e.g., A Washington Limuted Parinership)
By.
(Tide)
STATE OF VVASHING`I'C?N }
) ss
Craunty ❑f Sgakmie ~
T certify that Iknow or tltai I haae satisfactory euid~nce ihat
is rhe person who agpeared hefore me , and said persan acknvr►+lecJged tiat he(she) signed this ~tiserwnent, on oath
stated tlat he(she) was aut~orized to exeeute the instruruent and acknowledged it ass the (Title) of
(Corpocation nanie) to be the free and voluntary act of such corporation, for ctie uses and purpvses statei in the
1SSrdlmieIIL.
DAITED tW5 - da]v of = 199.
NUTAItY PLTBLTC in and for
rhe State af Washingtoti, residing at _ My
appointment expire5 .
.
. . ~ d
; . -
TRANSAML'RICA TITLE IN$URANCE CDKQA13iY
720 NORTH AFtCnNNE R❑AD
SPOKANE, WASHINGTpN 99212
(509) 922-2222rFAx 926-1519
TRA1VSAMERICA NC3.: E~8288$
k~REPAREU ~'AR: RE : RECEI\ETTER
JvHN L. sevTT REALTORs ~PR 14 6%
ATTN. ,rrM
1500 w. 4TH #202 VOKAMOMPMENGHM
SUPPT,EMENTAL T7[TLL Ci]MMTTMLNT NE]MHER 1
ATTENT3ON:'rTt~is Supple~nenta~.'cvntains changes which impact title t❑
property set forth in the abave-referenced commitment.
- S C H E d iT L E "8":
x Paragraph No. 9 is changed as fad lows :
9. UNREC+DRdED OPTION TD PUFiCHASE AN❑ THE TERMS AND C❑NQITIOh3S THEREDE :
GRANTED TO: John D. Clardy and Callette R.
Clardy, husband and wafe
ASSIGNE❑ TQ: Trinity Enterprises, InG., an Idah❑
carporation by i.nstrument recorded
an September 30, 1993, under
Recording N❑. 9309300426
DISCLtaSED BY: Assi,gnment xecarded Septemlaer 3{}.
1993
Assigned ta we], Cv Graup, Inc., by assignment recoxded vn Fehruary 24,
1994, under Recoa'ding No. 9402240453.
x Except as to the matters reported hereinabvve, the title to the
property cavered by this vrder has NaT been re-examined.
Dated as Df February 24, 1'994 at 8:00 A.M.
TRAN ~ ~L~ TNS[3RAiVCE CflMPANY
Bv Jon royd, Title Ufficer
md
1,9402240453 '
ADDENnwM "A"
r~~.15 U 2
This Addendum shall be attached to and made a pari ofthe Assignment ofOption
agrecment dated Nvvember 30, 1993 bMween We[ Co Grcrup, inc. and or Assigns and
Tainity En[erprises, Inc. 71ie assignment agreement is hereby amended as foiivws:
1. Trinity Enterprises, Inc., hereby agrees tv assign their pasitian in the referred kv
vptivn agreement, ta Wet Co Group, [nc. and or Assigns, 'Fvr a kotal
considesativn or s:25o,OQO.tlO.
Said mQney to be paid as fallcsws.
a) $SO,OOI}.Oa on or before lanuary G, 1994.
b] V DD,OOiJ.OV on or before February 15, 1994.
c) $ IOD,O0Q.00 on or before ►Agril l, 1994.
All funds shail !se in the form QF certsFed funds or wire transt'erred and made .
payable directly to Trinity Ettterprises, lnc.
2. Ali payments referred to herein shali be an anon-refundable basis.
_ 3. Wel Co Group, Inc., and or Assigns hea'eby remoVes all cantingencies contained in
, _-para,grpah tliree {3} and elsewhere within lhe lierein refierred to Assignment af Oplion
. , ' agreement.
~ 4. Any agaeesnent to pay any commissivn due to dohn L. 5cott and its agents shail reinain ~
~ the same as in the Assignment vf Option ageeement referred ko hercin.
- Ali other terms and conditivns nf said Assignment or Option agreemeni shall remain
unclianged except as proVided herein.
~ . ~ . . ~
Trinity Enterprise.s, Inc. Derald Martin f
. By: Dflnald 1. Bodenman, President for Wel Co Group, inc.
+r.
Qate Date
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Please direct cvrreepondenee ta. "Transamerica Na. . JB--1$2888
Custvmer Nv. .
720 NORTH ARG[7NNE. SUI°1'E T Selle . ETTER
SPQKANE. WASHINGTVN 99212 a►xy B❑ rv WEi~-CD
(509) 922-2222f ~'A~C 926-1519
@xe~aared Fvr : BY :,w~
.7vn goyd, Tit c: ❑ffieer
,3OHN L. SCDTT REALTORS -
ATTN ; .JIM
1500 w. 4TH 0202
cc : ,7oInn L. Scott Realtvrs
SCBEI]ULE A
Effective Date: ❑ecember 27. 1993 at DD a.rn.
1. Poliey or Policies to be issued: Amaulnt
x ALTA Owner's Policy $1.300,00[1.00 Premium $2,686.00
- Tax 214.88
(5tandard) Tvtal ;2,900.88
Praposed Insured: WEL--C❑ GROUP INC., a Washington
corpgxation.
2. Txt le ta fEe simple estate or interest in said land is at the effective
date hereof vested i.n:
LwdeE4~TE'k=","h~isband and wife and,,~ ~o~ II~~
I~ ""~a'y widvw. .
3. The land referred to in this Comrnitment is situated in the County of
Spvkane. State vf Washingtvn, and described as follows:
(5ee Attached)
paage 1 of 8
~
Drder Na,: JB-182$88
LEGAL DESCRIPTIUN
The West half of the SQUthwest quarter and the west half of the
Sautheast quarter of the Sauthwest quarter and Gvvermment Lats 5 and
6 of Section 8, Township 25 North, Range 45 East. W.M.,;
EXCEFT Caunty Rvads on the West 30 teet and South 20 feet;
ANd EXCEPT the follawing 4 Tracts :
(A) That partivn of Government Lots 5 and 6 lying Northerly of the
fo31owing described line:
BEGINNING at a point vn the West line ❑f said Gavernment Lmt 5, 450
feet South of the West quarter ❑axner of said Sectxan 8: thence East
at right angles with the West line of said Sectian. 330 feet; thence
Narth 81°16* East, 990.5 feet: thence Nvrth 63°49' East. 585.8 feet;
thence North 55°52' East. 762.2 feet more or less to a point on the
East line of said Governmerit Lat 6, said point being 425.3 feet North
of the center of said Sectivn 8;
iBl That pvrtion of the 5outhwest quarter of Sectian 8. Township 25
North, Range 45 East, W.M., described as fvllows:
CaMMENCING at the Southwest carner of said Section 8; thence North
00°00'49" East, alang the West line ❑f said 5eation 8, a distance of
959.00 feet; thence South 89°59'll Eastr a dxstance of 30.00 feet to
the True Point gq,4Wginning of this descriptian, said goint bezng the
East line of er Road; thence continuing South 89°59'11" East, a
AL distance of 370.00 feet, thence North 00°D0'49" East, adistance of
650.00 feet, thence North 89°59'11" We$t, a distance of 370,00 feet
~~'''%-East line ❑f Barker Rvad; thenee South 00°DD'49" West, alang the East
iine of sazd Barker Rvad, a distance of 650.00 feet ta the Point of
Beginning:
S ituate in the CQUnty of Spakane. State of Washingtr n.
(C) BEGINNING at a paint on the West 1 ine of said Gvvernment Lvt 5,
1809 feet North ❑f the Sauthwest corner of said Sectxan 8: thence East
30 feet to the True Point of Beginning; thence East 200 £eet, thence
3auth parallel with the West line of said Lfot 5. 200 feet: thence West
200 feet tv a paint 30 feet East of the West line of said. Lot 5; thence
North parallel with said West Iine and 30 feet East therevf 200 feet
to the Txue Poirat of Beginning;
Situate in the County of Spakanes State of Waghingtan.
tLEGAL i3ESC. CONT. S
page 2 of 8
drder Nv.: JB-182888
(LEGAL DESC. GaNT.)
(D) A portivn of the Southwest Quarter of Section 8, Township 25
North, Range 45 East ❑f the Willamette Meridzan, described as fvllaws:
COMMENCING at the West ❑ne-guarter cvrner of Sectivn 8, Township 25
North. Range 45 East; thence South U0°35T03" East, an the West line of
the 5outhwest quarter of said 5ection 8, adiatance a£ 450.00 feet;
thence perpendicular to said West line North 89°24'57" East a distance
of 30.00 feet t❑ the East ri.ght-of-wax line of Earker Road the TRUE
PDINT DF EEGINNING; Saad poant also being the South lirse 4f that
certain parcel of land as c❑nveyed tv Washington State - Parks and
Recreation Commissian, by 5tatutory Warranty Deed recarded August 25.
1988 under Audi.tar's File No. 880$250252, thence a.long said South linc
North 89° 24' S7" East a dis€ance of 300.00 feet; thence contirsua,ng al,crng
said South Iine North 80°40'S7" East a distance vf 434.35 £eet; thence
leaving said South line, 5autYz fib° 24' S7" West a distarrce of .-349. 24
feet; thenee South 34°24'S7" West, adistance of 190.00 feet; therace
North 85°35'Q3" Wcst, a distance af 300.170 feet to the East right-af-
way ine vf Barker Rvad; thsnce Narth 00 ° 3'5' 43" West along said right-
vf-way a distance of 200.00 feet to the TRE7E FC?IIVT aF BEGINNZNG;
Situate in the County vf Spakane, State of Washington.
page 3 of 8
` .
. ~
C1rder Nv.: JS-182888
SCHE'UULE B
Exceptians: Schedule B of the po1iay ar pola.cies ta be issued ws,1l contain
exceptions tv the following mattera uniess the same are dispaaed of to the
satisfaction af the catngany. ,
A. 5tandard excepti,ons set fvrth on the inside back cvver.
8. Defects, liensr encumbrances, adVerse claims ❑r cyther matters, if any,
created, firat appearang in ttne public recor+ds ar attaching srabsequent
td the ef f ective date hereof but pridr ta the t3ate the proposed I nsured
acquires for vaiue of record the estate or in~erest ar martgage thereon
cravered by this Cammitment. '
C. Instruroents necesgary trr create the estate or interest ta be graperly
executed, delivered and duly filed £ar record.
D. Real Estate Exci.se Tax pursuant t❑ the authvri.ty of RC'W Chapter 82.45
and subsequent amendments thereto.
As of the date herein, the tax rate fox saad prQperty is 1.53%.
E. General taxes, as fvllvws, tvgether wath ir►terest, penalty and
stattatory foreclasure costs, if any, after delinquency:
4let half dela.nquent on May X.' 2nd half delinquent vn November ll
Tax Account Nv. Year Amvunt Bi l led Amaunt Paid Principa7. Salance
55083.9010 1993 $1.324. 03 $1, 324. 03 $0. 00
55083.9[}52 1993 $4,856.13 $4,856.13 $0.00
55085.9029 1993 $1.887.10 $1,887.10 $0.00
F. Assessments Ievied by Cmnsolir.iated Irrigatian f?istriat No. 19. tvgether
raith interest, penalty and atatTatory foreclosure costs, if any, after
delinquency:
(1 st hal f delirtquent an May 1.' 2nd ha 1f del inquent vn Nvveznber 1)
Tax Accotiant No. Year Anntxa1 Bi 1 l. inq Amount Paid Sai ance Due
55083.9010 1993 $356,76 $356.76 $0.00
55083.9052 1993 $1. 240.56 $1.240, 5r6 $0.00
55085.9029 1993 $550.08 $550.08 $0,00
1. Lxability to #uture charges by Spokane Caunty far Starzn Water service.
2. Liabilitg ta future assessments by CQnsola,dated IrxigatiQn District No
19.
page 4 vf 8
Order Na.: JB-182$$8
3. EASEMENT AND THE TERMS AND CaNDZTIQNS THERE❑F:
GRANTEE: The United States of America, its
successars and assigns
PURPOSE: Construct and maintain an irrigativn
turnaut and appurtenances
AREA AFFECTED: The East 20 feet of the West 50 feet
❑f the North 20 feet of the South 574
feet of the SW114SW114 of Sectian 8,
Township 25 Nartn, Range 45 East,
Willamette Mericlian, Ttre East 20 feet
of the West 50 feet of the Nvrth 24
feet of the Sauth 515 feet of
Governmer+t Lot 5, Sectivn 8. Township
25 North, Range 45 East. Wi11amette
Meridian
dATED: Navein}aer 23. 1964
RECOR❑ED: qecember 2. 1964
RECORDING NQ.: 67719C
4. EASEMEIVT AN[] THE TERMS ANA GfJNGITIONS THEREL]F :
GRANTEE: The ❑nited S'tates, its successors and
assigns
PURFaSE: Carastruct, maintai.n and remove a
water pipe3 ine vr conduit and
appuxtenances
AREA AFFECTEL?. _The North 20 f eet of the South 30
, f eet of Gavernment Lots 5 and fa.
EXCEATING therefrom the West 30 feet
of sa7'Ld Lot 5 a in Sectian 8. Tawnship
y 25 Nvrth, Range 45 East, Willamette
Mexa.dian
DATED: November 23, 1964
RECURDED: December 7. 1964
RECC]RI]ING N[3.: 6$849C
page 5 of 8
. , ,
, Order Na.: JB-18288$
5. EAsEMENT AND THE TER~~ AND CvNDzTIaNS THEREOF:
GRANTEE: United States of America, its
succeasvrs and assigns
PURPOSE: Canstruct, ❑gerate and maintaan a
water pipeline ar canriuit and
appurtenances
AREA AFFECTED. The East 10 flf the South $30 feet ❑f
Gavernmerat Lot 5. E?CCEPT the Svuth
30 f eet therenf, arad the west 1Ufeet
aft E._ - ~f~ -
of the 5vuth 830 feet af Gove:rnment
Lot 6. ExCEPT the Svuth 30 feet
thereof
DATED: July 8. 1965
RECvRUED: July 13. 1965
RECORDTNG Na.: 123412C .
~C . EASEMENT AND THE TERI"1S AND CaNflITI0N5 T€iEREtJF:
GRANTEE: The ❑nited 5tates ❑f America, its
successvrs and assigns
PURPC]SE: Cortstruct and maintain an irrigativn
turnvut and appurtenances
AFFECTS: The East 20 feet o€ the WPest 50 £eet
of the South 20 f eet of the Narth 125
feet vf the SW114Sini11'4 ❑f Sectian 8,
Towtaship 25 North, Range 45 East,
Fn1alIansette Meridian
DATED: Decemaer 17. 1965
REC(7RQED: .Fanttary 4, 1966
RECORDYIiTC; Np.: 168423C
page 6 of 8
; • . 4. -
Drder NQ.I JB-182888
7. EASEMENT AND THE TERMS AND CONDITIONS THEREOF:
GRANTEE: Virginia Mi11er
PURPOSE: Ingress and Egress
AREA AEEECTED: 30 feet wide adjacent ta the
Nartherly boundary of the following
described tract in Government Lot 5,
Township 25 N6rth. Range 45 E.W.M.,
in Spakane Cvunty. Washington:
Seginning at a paint 1709 feet North
of the Sauthwest corner of said
Section 8 alvng the West 1 ine of
Sectian 8 and 30 feet East of said
West line: thence Ncarth 100 feet;
beinq alang the East line of Barker
~ Raad; thence East 200 feet; thence
South 100 feet; thence inlest 200 feet
to the goi nt of beginning
pATED; June 12, 1971
RECDRDEDt 3uly Zf, 1971 and .Tuly 31. 19$0
REcORniNc raa.: 564936c and 8007310061
$ . ENCItOACHMENTS I7ISCLOSEF] BY S[3RVEY :
ENCRpACHMENT BY: Ga2rage from Millex prvperty, fence
and driveway farom Calyar prmperty
S13RVEYOFC : Robert S. Adarns
REC4RDEI]: May 26. 1977
RECaRDING ND.: 7705264050
9. UNRECORI3ED ❑ATIOIri TO PURCHASE ANUTHE „T~RMS AN[) CGNDITIC]NS THEREOF:
GRANTEd TQ: ~r 3ohn D. Clardy and Gollette R.
C e hl.lsb3lld r3f1a Wife
ASSIGNEF? TO: ~ rinity Enterprises. Inc., an Idahea
carporatzon hy instruraent recorded
c~n septernber 30, 1993, ut~der
Ra-cording No. 9309300425
aI5CLC15E❑ BY: P,ssignment recorded September 30,
f 1993
ENjl d`]F EXCEPTIONS
YNVESTIGPaTIC]N SH(]ULD 8E MADE TO ❑ETERMINE IF TfiERE ARE ANY SERVICE.
INSTALLATION, MAINTENANCE OR CDi►iSTRUCTIC]N CHARGES FCIR SEWER, fn1ATER OR
EI,ECTRxCITY.
IN fiHE EVENT TiiIS T'RANSACTI[]N FAILS TO CL[]SE, ACANCELLATIUN FEE WILL
BE CHARGEa FC7R SERVICES RENQEREII IN ACCC]RDANCE WITH vCVR RpiTE SCHEDULE.
page 7 af 8
, 1 . ~ .
Order Nv.: JB-182888
NOTE 1:
Patential liabiI3ty for assessments levied by Spakane County Utility
Departrnent for the Aquifex Pratection Area. Tv verify, ca11 458-2538.
In Qxder to make payment, account number is neceSsary.
NOTE 2:
we find no pertinent matters of recQrd affecting the incoming
purchasers.
NOTE 4:
Unless otherwiae requested, the forms vf policy to be issued in
connectian with this eommitment will be ALTA 1992 pDlacies, or, in the
case of standard lender's coVerage, the CLTA Standard Caverage Fo1icy -
1990. The pvlicy cvmmitted far vr requested may be examined 3ay inqui.ry
at the office which xssued the commitment. A specimen capy af the
policy farm#sD referred tm in thia cammitment will be furnisried
pramp'tly upon request.
ENCLOSIIRES , Paragraph (s) 3-7, 3
Sketch
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page 8 0f 8
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TRANsAmERrcA TzTLE zNSURANCE CaMPANY
Nouax 720 ARcornNE
SPaKA.Ns, WA,,sHxrrGTOrt 99212
Prepared for:
5T11NTaN DEVELDFMENT CD. []rde r No.: CD198 612 .
ATTN: R3ARR FiPrNCC3CK "
6 7 2Q AiE 1 16Ti _S.T - - -
REY3MONL], WA 98052
cc: Inland Pacifxc EAgineerirzg
SECOND REPORT
P L AT C E RT IF I C AT E
Effective Date: August 2. 1996 at 8:00 a,m. -
Certificate for filing P].at Qf :
RIVERWALK FCC7URTH ADDITION ,,p 45 J'f-IZ( ~
In the matter of the subdivision tQ be submitted to Spakane Cc+unty far
approval, this company Yras examined the records of Spokane Cvunty Auditflr's
and C1erk's ❑ffices, and the records of the Clerk of the United 5tates
District Court holding terms an said county. This certi,fi.cate is made for
the purpase herein specifzed, and is not tQ he used as a' basis fDr clasing
' any transactian. Liability is limited to the amount, if any°, paid fcar this
certificate. From such examinativn, the campany hereby certifies the title
to the fallowing described land, in said Spakane County, to-wat:
See "LEGAL DESCRIPTION:"
~ Page 1 of 4
.
❑rder No. CD198612
LEGAL AESCRIPTInN
That partion of the Sauth half of the Southwest quarter and Gavernment Lots
5 and 6 of Section 8, Township 25 North. Range 45 East, w.M., mare
partieuTarly described as follaws:
BEGINNING at Che most Northeasterly corner of Lot 1, Black 4of RIVERWALK
SECnlriD ADDITION as per plat thereDf recarded in Bvvk 23 of Plats, Fages 94
and 95, thence Nvrth 89048100" East, a distance of 144.50 feet; thence North
00012100" West, a distance of 110.06 feet (Rec. 110 feet): thence North
04002155" East, (Rec. North 04002'52" East), a distance of 35.10 feet;
thence North flo°iz100l1 west, a distance of 109,94 feet (Rec. 110.00 feet);
thence Nnrth 89048100" Eastf a distance of 30.01 feet; thence North
01°31°31" West, a distance of 348.09 feet; thence North 33038127" West, a
distance of 21.55 feet; thence North 56021'33" East, a dzstance of 70.00
feet; thence North 33036`27" west, a distance of 145.00 feet; thence South
56021133" West, a distance of 37.48 feeC; thence North 33038'27" West, a
distance of 265.20 feet to the 5outherly line of Farcel "A", as described in
a Statuary Warranty Deed recarded under Audztar's Drcument No. 9405120394;
thence Sauth 6301312311 West, along the Southerly line of said Parcel "A"
(Rec. South 53049` West) a distance of 558.65 feet; thence So►ath 02037'12"
East, a distance of 110.22 feet; thence 5auth 06043'28" East, a distance of
310.00 feet; thence Nvrth 83116'4711 East, a distance of 10.00 feet; thence
Sauth 20027' 37" East, a distance of 36.03 feet; thence South 09004'41" East,
a distance of 437.89 feet (Rec. South 09004'5611 East, 437.99 feet): thence
South lSn 08' c72 West, a distance of 46.11 feet ta the IVartherly Iaoundary of
said RIVERWALK SECOND ADDITFON; thence along said NorC.herly boundary the
fcllowing (4) cQUrses; 1.) South 71051' S8" East, a distance of 75.52 feet;
2.) Narth 8I0I7'52E1 East, adistance of 141.92 feet; 3.) North $9048'0411
East, a distance of I6O,00 feet; 4.l North 8905a`54" East, adistance of
76.76 feet to the True Point of Beganning;
Situate in the County of 5pokane, State of washi.ngton.
VESTED IN:
' ELON-SPOKAN-E L. P.) a Washinc3tan Limited Partnership.
EXCIEPT IDNS :
l. Taxes and assessments, if any, na search having been mads thereof, as
to Parce1 No. 55083.9G52 anci 55085.9029.
Parcel numioers are prova.ded from the latest Assessar' sMaps awailable
tg the company. Said parcel nutnbers ai7e not a matter of the public
record therefor, the Gompany makes no assurance as to validity ar
accuracy relating theretD.
2. Li.abi1ity to futuze chaxges by 5pakane County for Storm water serviee _
3. Liability to future assessments by Cansoliciated Irrigation District No.
19.
Page 2 o f 4
Order No. CD198512
4. Declaratian of Covenants and Restrictions imposed by instrumenC
recorded on May 20. 1994, under Recarding No. 9405200420 and amendment
recorded July 24, 1995 under Recarding No. 4018240.
5. DECLARATIC7N ~'JF GOVENANT AND EASEMEN`I' PaNI7 'i"HE TEFtMS AND GaN7ITTOIVS
THEftEOF :
BE'I°WEEN: Stanton I]evelapment Company, a Washington
General Partnership, an zts own behalf and
as naminee far Stantvn-Spokane L. P_, a
Washingtan Limitec3 Partnership
AliTL3; Wel Cn Graup. inc., a Washington
CQrporation, their heirs, suceessors and
assigns
PCRFaSE: Ingress and egxess and utilities,
AREA AFFECTED: Partian of Gavt.Lots 5 and 6in Sec. 8,
Twn. 25 N,, R. 45 EWM
RECORDEI3: N[ay 15, 1995
RECaRDING NO.: 9505150112
This I3eclaration af Covenant L Easement ("Easement"] shall terminate
autamatica3.ly, with respect tQ any porta,vn of the easement area
dedicated ta the public, at the time of such dedication.
6_ VaLLTNTARY MITIGA`I'TVN AGREIIMENT AND THE TERMS AND CONL]ITICJNS THEREaF:
RECaRDED: July 24, 1995
RECORDING ND.: 95072400$9
FflR MITI[aATING SCF-IOC7L IMPACT, INCLU3ING, BL3T IrTCJT LiMITEL3 TQ LIASILTTY
FOR SAII3 MITIGA'TIOIIoTT IN 'I'HE P,MOCTNT C7F EACH NEW SIIVGLE FAMILY RESIDENTIA.L
CJNIT.
7. Declaxatian of CoVenants, ConditiQns and Restrictions for River walk
imposed by instrument recDraed on July 25, 1995, under Recaxding No.
9507250312, including, but nnt Iimited to, liaba,lity far assessrnents
levied by the community ass~ciatian, and ri,ghts or benef-its which may be
disclosed affecting land outside the baundary d.esczibed in Schedule A.
Page 3 af 4
Drder No. CD198612
B. DEED OF TRIIST, SECDRITY AGREEMENT AND FIXTURE FILING WITH ASSIGNMENT OF
I,EASES A1+D RENTS ANI) THE TERM5 A~6'U CQNDITIONS THEREC?F:
GRANTpR: Stanton- Spokane L. P,, a Washingtan Limited
Fartnersha.p
TRC3SxEE : . Rainiex_C-reazt_ Company
BENEFICIARY: t~le-Fa.rst National Hank, a. ~is~nal
~
ORIGzNAL AMaUNT: $2-~ ~47t QQ0.00
I7ATED : Septemher 29, 1995
RECORL7EL3 : March 29, 1996
RECQRI]ING N(7.: 9603290131
AREA AFF""ECTS : Af $ects Chis and ather property
Investigatian shauld be made ta determine the present ba2ance owed by
ccantacting the appropriate lender/agencylindividual.
SAILl DEED (7F TRUST IS A RE-RECC)RD C7F THE L]EELl OF TRLIST RECC3RDET} ON
OCTC3BEF2 10, 1995, [TNDER RECdRDYNG NC]. 95101000$1.
9. Fatential liability for assessments levied by Spokane County [Ttility
Department far the Aquifer Prvtectian Area. "To verify, ca11 458-2538.
In ozder to make paymerat, account number is necessary.
END ❑F EXCEP`fiIQNS
TRANSAMERICA TTTLE INST]RANCE COMPANY
BY r 4" V
Far serzr~c~ an is order c~1:
(509) 922-2222 (FAX) 925-1519
Connie Dadge, Title Officer
Enclvsures: Paraqraphs S Y 9
Sketch
sc
Page 4 of 4
:~[„~.ti.~`,~'~.. ~.Hti •~-.+:f.. ~7:.i~
~ ~ aP 'TrRaNs,~~nERlr.a mti.E nusuRA~rcE Car~Pn~
+ ` ~ 0 ` 8~15 sJceich ls Prpalded. wEd~crl~[ Cher¢e. far your
Enfn►matian. H ~ rwE lraended ba ahow 8PI man~,rs
~
Jg ~ re9ated tn the pr~pBrty ~lt~+T1Mp, 6ui~ n~ Iimiied
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- to, area, dim$nsFar14 e8EesnRr#16 lrtctaachmert9. ar ~
[ocation of bnunderim h Ps nat OM of, ncw does
J is mnaicy, the raornrnftmrqo►poll.yta►irMch ir is
' - attas.hed i'he Company ammm No CfASRI.fFY f[rr a .
• ntacter related 3a thls sketcfl Rsfererrce shnuld
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I71VISI(]itT t3F ENGINEEIiIhTG ANO RDAD3 A I7F1lSS[C]i+! OF THE PU@LIC WdAISS T7EPAATh1EN"f
Qctober 24, 2441
5eaf~rst
54] 1 W. Riverside Ave.
Sgakane, WA 99210
FtE: Svnd # 8457777703-26 for inspectian Constructivn af Riverwalk 4«' Addn.
P T4I4C
I]ear Sir Qr Madam:
Please be advised that the band #8467777703-26 issued by yvur cvmpany as suretry for
inspectian of rcaads and associated drainage facilities for the aboVe rnentaoned pTat in the
rerriaining current a.matnt af $8,000.00 may now be released in full effective
immediately. The project roads have been completed. This final release shvuld close out
the aborre referenced surety.
If yvu have any questioms, please call me at (509) 477-3600.
Sincerely,
3ahn Hohman, PE
Develvpment Services EngineerlManager
cc: Sandy Kiinball
Randy Stronks
File
1026 W. Erdadway Ave, • Spokane. WA 19260-0170 +(509) 477•3600 FAX. (509) 477-9655 (2nd FlQUr) 477-7478 (3rd F1onr) • TDD: (509) 477-7133
SPOKANE COUNTY
PUBLIC WORKS rVIEyIO
DATE: December 10, 1999
TO: Ed Dean
FROM: Bill Hemmiags, PE
RE: Request for Release of Bond #8467777703-26
Dean,
I c6ecked the file and could not find a release from Inlaod Pacific
Engineering, Inc. for the inspection work that was done on Riverwalk
4`h & 5t6. We need the releases prior to our releasing the inspection
bonds. When I get a release, I will process the release of the above
refereaced inspectioo bonds in the amount of $ 8,000.00 and $ 6,200.00.
Sincerely,
r >
Bill Hemmings, PE
Development Services Engioeer/Mana-
, . V ' ' - ` • ,j ~r" , -~~~fr'nl~'~', . t " a ~ ,
~ AR"~{
3~'"
, ~ - - '~;sa:'~
I V'~ - ` ~ i~•~~~~j` , ' ~ ~ ; ° , y1 `i
f t-~`0 ;
_
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Douglas 'B. Soilitt
Vice PresEdent
Builder Bankmg
June 28, 1998
Mr. Bill Jahns
SpDkane County Engineer
1026 West Broadway Avenue
Spokane, WA 99260
Ref: develaperlBorrower: 5tantan-5pakane, L.P.
L7ur Lvan No.: 8467777703-28
Funds in the amount of $8,000.00 are being set-aside in a constructi❑n foan in the name ❑f
Stanton-Spokane, L.P. (developerlborrvwev), et ux, in Iieu of abond, for the purpase of
assuring completivn of cnnstructivn inspectivn services in Riverwalk 4th Additian
(develapment) in accvrdance with the drawings ar+d specifications as submitted to and approved
by the Caunty of Spokane Engineees Office. No funds will be disbursed frann this 5et-aside
withaut the prior wri#ten authorizativn of the Spokane Cvunty Engineer. This set aside ❑f funds
will nvt be revoked withQUt tha consent of the County Engineer.
In the event that the completivn and acceptanae ❑f the above-named improvements fvr
maintanance by the CQUnry of Spokane are no# accAmplished within a periad of ane year from the
date of this agreement, aIf funds cemaining in the se#-aside wil@ be forieited to the County of
Spokane upon written reGuest by the Spokane Couniy Engineer's Office to BANK C3F AMERICA NW,
N.A., dning business as SEAFaRST BANK, successar by name change to 5E4TTLE-FIRST NATIQNAL
BAIVK, anatianal bank9ng assocEation. It is understovd and agreed that upon ihe torfeiiure of the
funds to the County of Spvkane, that the Cvunty of Spakane avill then undertake completion ❑f the
sutuli►risian ta be accampiished within twelve (12) months frc7m the date of the farfeiture of
funds. It 4s further understovd and agreed that in the event of any shartage v# funds tv complete
improvements, the Cvunty of Spakane may have recaurse against Stantan-Spakane, L.P.
(develvperIborrower) named4 above. Seafirst Sank shaal be uneler no liahility far nora-
completion of the work, its obfigaTions being expressly limited to halding and disbursing the
set-aside funds as agreed in the agreement.
It is s,pecifically understoad and sgreed by the parfies, that in hvlding funds ior this develvpment
BANK CDF AMERICA NW, N.A., doing business as SEAFIRST 6ANK, successor 4y name change to
SEATYLE-FIRST NATI{7NAL BANK, a natianal kaanking association is not serving as guaranivr fDr
any additdanal oosts incurred by the Caunty of Spakane in the completian and acceptance of ihe
above-named improvements.
Seatia'st Bank Builder BankEnglR" Estate Cen[erl10500 NE EighFh 5treet, Suite 400IE1ellewa, Washfngtan 98004
Teiephone (206) 585-6462 FAX {208} 585-6475
SE4RAST - ~
AGCEPTED AND APPROVEO this 28ih day vf June, 1996.
STANTON-SPCIKAN E L P.,
a 1Na5hingtDn lamited partnership
By: [7EAN-HOUSLEY, LLC.
a Washington limited tiahility compaaay
General Partner
By: DEAN BUILDINC GORPaRA7IqV
a Washington corporation
Memher
ey: ~
F'. Edward Dean, Presiderrt
►
Brian Housley
Member
SERFIRST BA6dK
By: ~~.c~`
Dauglas . Sollitt
Vice President
OFRCE C3F TH~ ~E CO4.INTY EhGlNEER
By;
~
~'tS: Nr~`]~
~
JCJM-21-19 JS 09 :0i CEh1TLRY WEST EhdG E NEER I NG 509 624 0355 P. 01
~~urywest
ENC;aNEERINc; CORPC3RATION
TRANSMITTAL
To: ~ &2- xs
FROM:
DA'I'E:
~ , .
PR(}JEC'F NUMBER
N~: r,~r Ap rr.74or-I
IW[TMBER +[]F SHEET''S ~ (Iacluding Tzarasmrttal)
~OMMEENTS:
h'.f ~ ~I~ ~•!''I ~
/
L E A C] f iV G T H iT 0 U C; H EF F E C F i V E 5 0 L U T 1 0 iu S
JUN-21-1996 09:01 CENTURY WEST EhGIhfEERING 589 624 0355 P.02
WevuvrMLw I rwPAW N1rtrcWwc4 pITtOFt pREPAi QR: PAUL LENNEMANN
I]ESlCaN fN13iNEERfIr1G FIRM: [hILANID - - - IC ENGlNEERlAIG. M. SPOKA!.- ...1UN1'Y ENGIHEER`!3 OFFICE
CQ[+ISTRUCTIaH MOHITORIfVG BUDGET E5'TSATE
PFtEPAAR£D81o1e~: CENTURY'WE5TENCJNEFRWG CORPa3RflTIQlV
OJ1TE: JIJM'c 21,1999
TbTAL
REl49 ilESCRIPTfON E7 E1'5 CL pRAFT U4BOR 4.ABC7R EXPfNSES TUTAL
LABOR RATE6 i84.43 M.34 i30_07 341_85 H(iUR5 Ct78T COST
A EMTMWQRK GUT 2 4 G 0 6 W0 $SD m6Q
8 EARTHWGRK CAMPAGi'IDN 2 8 Q a 10 Sa1 715Q 3w9
C SL?BGRRDE 2 24 0 0 26 S11.016 $100 31.116
D BASEccMPACTION 1 2] 1 G za sm S373 s1,196
E BASE DEPT14 11ERIFICATIGN D 15 0 0 6 S212 #5[} sm
;
F PAYEAAE1rIT M0Nrr8RENG 8 RF-PORT 2 24 a 0 29 31,107 W i1,957 G C11R858S[DEWALK 1 18 1 0 20 S750 51OD $N0
N DRAIFG4GE 2 18 2 G 7#1 i794 t125 i818
1 EROSION GGNTRDL 1 4 0 G 5 im S31? ms
J FIMAL REPORT 8RECORD pRWGS 5 8 4 S ?S $3,15$ S9 dA 59 ,ZSB
ToYALs ia 132 tiv a 189 ss,"s $1,e10 $8,466
NoTEs: A. I{ATEFtInLS TESTifdC9 FOR ►4GGREGATES, PAVEMENT, 8 COIdCRETE
iNGLUDED 1N WEFtS$S POR TFi€75E ITEM8
2 TNfS ESTIMATE 15 RROVIDEQ FoR BMv CALCULanoN PURPOSES.
ACTLfAI. CONSTRtlCTIOlV MOHITGRINf# COSl'S COiIIA U°ARY AHO ARE
LAftC3ELY GEFEHI]ENT iJPOAf CANSTRLJC?'IUN CONTRACTDRS SCHEQULE
AnrD PaoDUC=N wATEs.
~ ;Zip
,
. ~
S P c) t< lp_ C c) u r.r -r -v
DIVISYQN OF ENGINEERINC AND R❑A05 + A I) IVISI[?N OF THE PUS[.TC WOFIKS dEPAILTMENT
William A. )ohns, PE., CQUniy Engineer I]ennis dvT 5rott. P E., Directar
]uly 2, 1996
TaddWhipple, P.E.
inland Pacific Engineering
Edward L7eat1
Dean Building Corporation
16720 N.E. I16th Streed
Redmand, W A 98052
S'{3BJEGT: P1414C - Riverwaik 4th Addition
Acceptance
Gentlerrzen:
We have canducted a general evaiuation of yvur recent submitttal fvr this praject, and we find that this
subrnittal appears tv meet the minimum standards of the Spakane County Srandards far Road and Sewer
Corsarucnon(the "St,andards"). We are, therefcrre, able to accept your apprnval of the plans and
calculacions for this project.
We are enclasing a sepia copy of the plans, and a copy of the tlrainage calcuiations with the County's
acceptance sramp. The original construction plans and calculativns are on fi1e at the Spokane Cvunty
Engineer's Oi"fice. In accordance wz#h Seetian 5.02.D of the Standards, this acceptance is vayid until
March 28, 1999. If the facilities are not constructed„ you nr►ay request an extension of the a,cceptance far
an additianal twa years; the pfans shall be revised at that time to reflect current standards, grior ta
granting che extensian.
Please nate:
1. The County's acceptance of tkis submittai daes not relieve the 5ponsar or his agants from any
liability related to portiQns of the design that axe not in conformance with the Standards, ar vvhich da not
foflow goad engineering practice.
2. Ai1 permits and natificatians necessary prior ta construction are the respansibility of the project
Sponsoe andlor his assigned agenis.
3. 'd'he Count}+ Engineer's OfFce will not retease the surety for consiructiQn engineering services
untii aLl construction documentation and the certified Record ❑rawings have bmn submitted by the
Constructian Engineer, and accepted by the County Engineecr's Office.
1026 W. $roadvvap Ave. • 5pcikane. WA 99260-0170 •(501) 455-3600 FA)C {509} 324-3478 TDi]. {509} 329-3166
STORM l]RAINAGE ANALYSIS
OFfiCIAL PUBLIC DOCIJMENT
SPOKANE cauNTY Enr~~~~EFrs o~~~~E fQr RECEIV ED
0 ~~F NAL - -
~=RaJEcT 4 ~~~~l~~J U N 06 ~
suBM)na~L~
RETURN T4 cOUNT49fffEADDIT14"E COUNfiY ENGiNEER
~~OKA~'~~ ~OUN`~~
~FFICLkL PU~~~~
OPdGINAL
June S, 1996
SPC9K4NE CC7UNTY EN(aINEER's OpFaCE ~
-GONSTRUGTIC7N PL4N5-
' PROJECI" p[4-[4z - =
DATE ACCEPTEQ: ~~b/4P -
AGCEPTANCE EXPIRv:S;
CONSTRUCTdON l]BCUhAENTATf0N AfVD CERTIFiED
PTeDared Bv: FiECORQ DR,4wiNGS ARE REQuiRED PRiDFt T[7 RELEASE
oF Bnrao FOR CoNsrRUCTION ENGIrvEERiNG sERvocEs
Inland Puc~fic En,gineering - - - ~747 West 7"`Suite 200 M1
Spokane, WA 99204
(509)-458-6840
DRAINAGE REPORT
J't`PI~'a~ AL sr-UBLitr'.. DOLUiVtiLNT
fOI CZ
F'OKANE G41JNTY ENGkNEE'R`S QFFICE
RIVERWALK PTgINAL
4TH ADDIT`I()l~ ~:RS~~~ c ITfAL ~ ~
~ET~RN TO cauNTY ENGINEER
JLTNE 5, 1995
RECEIVED
Pt~pared by: J UN 0 6 1996
Tnla nd Pacfc Errgineerin~ Camp~mty SPOfG4AlE CpUNrv EA~GINEER
7(1T West ~th ,Surte 200
Spokane, WA 99104
(509)458-6840
rF~~~ \ < < ~.S
t~i~.s~t ~~ansi~~d ~lcu ~~~ivns~~con~'~rm ta t~ie ,
' ~1L~~51~~~1I~l~3~'~V~lP~fS~AY4'~l` F~^~~,
%/,v4i'; \,t~~'~- ~i:`~`d`}~•%' ~ ~n*n'
l
q~i~ ~f t€~e;SpokCQu,r►~,S~nda~s ~'or ~pa¢'a ,d o st 4 -t~ ,~"f${ F'i
' ~ppficable;;iti ~
anr~ the~Sp6kane~C`~ ~Gu~delin~~fo~h~t~rmwater~M~t~a ernent. Ali dr~ign ~aW~ be~~ ~~~r~ngineer.. -ve Y•'ry ~ > F E:' s~ \ }*]0 y~ •
, ~s~L.[~~r.~)cf6~'`Co~~`'~yu~L•~~ 4'+~f to
°A'', Aw3G,~
This repvrt has been prepared by the sta$'af Irland Pacifc Engneering Campany under the direction
Qf the undersiped prafessiarW engineer whose seal and signature appear herecan. This report
canforms to the applicable editians vf the Spokane Caunty Standards for Raad and Sewer
Constructivn and the Spvkane Caunty Cuidelines for Sttrrmwater Management.
x
. ~
. 2W2~ -
~
~ EXFiRES 9/24/tj~ ~
•
Tadd R. Whipple, F.E.
~
PURPOSE
The purpase of this repart is to deterYmine tfie extent of storm draina,ge facilities vvhich wiff bs required to dispase of starmwater ivnoff created by the development of Riverwalk 4tti Additian.
The storm drainage facilities an tlus project will be designed to dispose of stQrmvvater runaff fcar
the 1(}-year starm event a.s required by Spokane County and The Cuidelines for Starmwater
Manaaement. This development is within the Aquifer Sensitiue Area and is subject to `208'
requirements.
ANALYSIS NIETHQDDTIUGY
The Rational Method, which is recvmmended far basins less than ten acres in size, vvi1l be used tv
determine the peak discharges and runoff Voluines far the 10-year° storm eVen$. Bowstring
calculations will be used to deterniine the volume of stormwater created by #he 10-year stvtm
event. The drainage analysis far this praject wi11 faUow The Snokane Countw Guidelimes for
Starrnwater Manaeement.
PROSECT DESCRIP'fImN
RivePwalk P.U.D. 4th Addition is a 12 98 acre, 38 lot sub-division, located in t.he S°/~ 6f the 5W
114 and GaVerncnent Lvts 5and 6 of 5ection S, T. 25 N., R. 45 EWM. Sheet 67 of the 5ai1
SurveV of 5nokane Countv. Washineton (copy attached) shvvvs the svils types tv be GgA,
(~'rarrison gravelly lvarn, O to 5% slapes), GgB, (Carrison gravelly Ioam, 5 ta 201/o slapes), and
' Rh (Rivervvash).
PROJECT SC3IL5 DESGRIPTION
A brief descriptivn from the USDA -Soi1 Canservatiora Service, Soi1 Suruev of Sookane County,
Wastuaaaton for each safl type fvllaws.
Garrison gravelly loam with U to S percent slopes (GgA) is a someravvhat excessively drained
soil farraieci fram a variety of igneous rack. Surface runoff is sloav, aind the fiazard of water
erosian is slight to rnflderate. Spaka.ne County Guidelines for Starnnwater Manaaernent ha5 pre-
approved this svil £or drywell installatian. The saii is suited for homesite deVelopment. •
Garrisvn gravelly loam with 5 to 20 perceat slv,pes (GgB) is simiPar in all characteristics to
GgA exc,ept this svil tyype has a surface layer thinner than GgA sail types. Garrisvn gravelIy loarn
with 5-20% slopes (Gg$) sail types have runoffvvhich is medium, and the hazard of erosian is
moderate. 5pcakane County Guidelines for Starmwater Managemsnt has pre-apprvved this soil
' for dryweH installativn.
L
Uand Pacific Engineerng, Ina. Riverwalk 4th Ad.ditirnn - I1rainege
~
Riverwash (Rh) consists of grave1, cobblestones and stones, vvith very fittle finer material, found
on low battarr►s along perennial arid intermittent strearns . The areas arc flooded nearly every year
from r.inoff, and arly serve to protect against c'hannel cutting. (There is no develvpment in this
a.rrea- )
DEVELOPEI) C{)NAITIOAi
Tn t.he developed r,onditivn, the project can be diVided inta 6 basins, (A through F) by the crvwns
and high points of the Various rvad improVements, and the natural tapography. (See Basin Map,
capy attached-)
BASIN AND STD1tMWATER I)ISRUSAL 5UMMARY
Basins Athraugh F waH be designed ta dispase of starmwater created by the I fl-year storm event.
The stormwater created by this event vvi91 be disposed of in pands and Spakane Caaanty 5tandard
drywet)s.
Basin A consists of partions of the road imperviaus areas an the svuth side of Riverwalk Lane,
and the west side of Rio Grande Lalne. This basin also includes lpts S thraugh 8, block 2. The
peak flaw of 0.95 c.f.s. vvill be disposed ofin Foad A, which has oneType "B" dryweU in sump
condition.
Basin B cansists of a partian of the road impervious area on the west and south sides of Rio
Grande Larie. This basin al'so includes half of 1vt Y, and a11 of lots 2 thraugh 4, blvck 2. The peak
flvw 1.1 0 c.f.s. wiTl be disposed of in Fvnd B, whiGh has vne Type "B" drywell in sump
conditian.
Basin C cvnsists of pQrtivns of the road impervious area vn the east side of Riv Grande Lane, the
• south side of kiverwalk Lane, and the west side of Snake River Lane. This basin also inctudes half
of lot 4, and all of lots 5 thrvugh 13, black 3. The peak flow of 1.05 c.f s. for sub-basin C I will be
disposed of in intermediate Pond C1, and the pealc flvw of 1.01 c.f.s. far sub-basin C2 wiu be
disposed of gn Fand C2' wtlICh has fJI1B Type "B" drywell in 5vmp canditian.
Basin I] cansists of partians aFthe road impervious on both sides vfFlat Rack River Lane, the
east side of Snake River Lane, and south side of Riverwalk Lane. This basin also includes half of
lat 1 and a11 of 1ots 2 and 3, black 1, lvts 1 through 3 and half'4f lat 4, lots 14 thrvugh l'T, block
3, and lat 1, block 6. The peak flaw of 1.83 c f s. far sub-basin I] 1 wi11 be dispased of in
intermediate Fond Dl. The geak flow af'+Q.5D e.f.s. for sub-basin I72 will be collected and piped,
alvng with the pea'c flow of 0,67 c.f s. frvrn sub-basin I)3 to Pvnd D4. The peak flow of 0.55
c.f s. fvrn sub-basin Il4 will also be dispvsed of in Pand D4, with two Type "g„ drywells in
sump condition,
Tnland Pacifia Engineemg, Fnc RiVenvellc 4th Additian - Drainage
2
~
13asin E cansists of a pnrtion of t'he raad impervious area an the north side of Rivenvalk Lane.
This basin also includes 1Qts 1 through 8, block 4, and iot 1, black S. The geak flaw of 0.45 c.f.s.
far sub-basin E1 wi11 be disposed of in intermediate Pvnd El, the peak flow of 0.99 c.f.s, far sub-
basin E2 will be dispased of in intermediate P6nd E2, and the peak flow of 4.67 c.£s. for sub-
basin E3 will be disposed of in Pand E3, which has one Type "B" drywell in sump condition.
Basin F consists of the northem sectian of lots I through 8, block 4, and lat 1, brock 5, and all of
Tract E. The basin has been analyzed in the pre-developed and develaped condition. The pre-
deweloped candition assumes a"C" factar of 0.30, representing rneadvws and pastureland. The
peak flaw was caiculated ta be 2.32 c.£s.. In the developed candation, the northern sectian of lvts
1 thrvugh 8, block 4 and lvt 1, block 5 were assurrted to be sheet flaw, landscaped with Iavvn, in
sandy soil, rvlling terrain, which reduces the "C" factar for that porkion tv 0 15. The Tract E
area fails within the 5pakane Caunty Shvreline'Program, and will remain undisturbed. The "C"
factor far that portion will remain 43.30. Using a weighted "C" factar, the paak flaw for the
deVelvped ccanditian was calculated to be 2.09 c.f.s.. The peak flaw in the dewelvp~d condition is
lawer than the gealc flow from the pre-deraelvped condition by 0.23 c.fs..
S'I'C7RNTWATER CALCULATIONS
The starmwater from the 6 basins wi11 be dispased afin'2D8' retentian pQnds and Spvkane
Caunty dryweBs as shown on the plans and in the attached Bawstring Calculation sheets.
Table l tists the total and irnperviaus area,s arad the "G„ factva' far the Timie of Concentration and
. Peak Flow ealculataans.
'T'able 2 summarizes the retentivn volumes required for each basin as calculated by the Bowstring
Calculations, as well as the depth, area, perimeter and walume provided.
Wand Pacific Engineenng, Inc F{iverwalFc 4ttt Addition - Drainage
3
~
,
f `'A ~ ~Y y . , ~ , r
BA,SIN TOTAL AREA TC]TAL Im:p. # L[)TS DUIGA "G"
(5.F.) AREA AREA
(AC.) (S.F.)
A 49,947 1.15 8557 4.0 3.48 ~0.30
_ B 43,424 0.99 5272 3.5 3.54 0.35
C1 45,460 1.04 9520 5,0 4.81 4.40
CZ 51,261 1.15 9130 4.0 3.39 0.30
C 95,721 2.22 18,650 3.0 4.05 0.40
DI 63,688 1 1.46 5201 5.0 4.11 0.40
D2 28,122 0.65 5661 2.0 3.08 0,30
D3 22,884 0.53 3631 2.5 4.72 ~ 0.40
D4 72a102 1.66 4324 1.0 0.60 0.15
D 250,484 5.75 21,817 11.5 2.0 0.25
El 16,498 0.38 3061 2.0 5.26 0.40
E2 27,183 0.62 5236 4.0 6.45 0.60
E3 23,[}74 0.53 4550 3.0 5.66 0.40
E 56,755 1.53 12,903 9.0 5.88 0.40
F w 116,163 N 2.67 0.27
Inland Pacific Engineering, Tnc. Riverwalk 4th Addition - L]ramage
4
`208 YtETENTIUN VOLiT11EE CALCULATIaNS
'20$' refentivn vtalurnes vvere calculated using the follawing farmula.
Velume (cu. ft.) _ (depth)(area) + (slope area)(Perimeter)
].,p' .~^;k :;;~i'~#K'~;y" , `;~ii,; / S~i,.. `~~><~~~1 '°i•F
~a~ r~/ .~.M'~°' `E: ~ %7 . . . . ~ ~~u ,.a<~~ K`•~
ry~FOIYD ~ DEFTH AREA PERIlVZE'k'ER ~ VOT.. AEQ'D. VOL. PROV.
A .5 ~ GbQ 142 357 383
B .5 384 80 224 222
+C1 .5 720 144 397 414
C2 .5 ~ 560 142 380 383
IDl .5 616 134 342 358
D4 .S 1323 Il53.0 557 ~ 719
E1 .5 225 60 128 ~ 135
EZ .5 384 78 218 1219
E3 .5 350 78 ~ 194 204
Nvtes: Typical sideslopes are 3.1 maximum.
Fonds C 1, D1, E1 and E2 are intecmediate'2a8' ponds designed ta handle the
upstream imperviaus areas only.
Pond D4 is designed for the upstream itnpervious areas in svb-basins I)2, D3 and
D4.
STC?RM VOLT.]ME STqRAGE
`208' storage is provided in the first .5' af depth in all pvnds. Pond battvm eleuation,s vf
intermediate pvnds are set.5' be1Dw the flvw lnne, and sized to caratain the upstream `208'
req►airement only. Shauld there be vverElow, water wi11 flvw out of the lvwest curb inlet in each
' intermediate gond ta the next pond dawmstream. Pand bvttam elevations of terminal pmnds with
drainage structures (lacated at the low point of a basan) are set .9' below ttte flaw line. This a11ows
.4' additivnal storage abowe tne `208' starage.
Wand Pacific Enginneer°ang, inc, Riverwalk 4th Addifiion - Drainage
5
Pond C2 illustrates the use of storrn volume stcarage above the `.5' depth fvr 208' volume:
'fotat `208' starage volume required fvr sub-basin C2 380 cubic feet
Tatal `208' storage volume prvvided at .S' depth 383 cubic feet
Total Bvwstring requirement for Basin C (see sheet 11) 919 cubic feet
`208' storage volume prQvided, Fond C1 397 cubic feet
`208' starage volume provided, Pand C2 383 cubic feet
Storm volume starage required 139 culaic feet
Starage volume pravided at .7' depth 567 cubic feet
`208" storage volume provided 380 cubic feet
Starage volume provided 187 cubic feet
Fand D4 is also designed ta stare starm volume above the `248° starage:
Total `208' volume required far sub-basin D4 567 cubic feet
'Catal `208' volume provided in .5' depth 719 cubic feet
Tatal Bvvvstring requirernent for Basin A(see sheet 16 } 1389 cubic feet
`208' volurne provided, Pand Dl 358 cubic feet
`248° volume pravided, Pvnd D4 719 cubic feet
Storm volume storage required 312 cubic feet
Volume prarided at 7 depth 1121 cubic feet
`208' stvrage volume provided 719 cubic £eet
Storage vvIura3e provided 402 cubic feet
CLTRB ANl] G1tATE IIINLLE'T CALCULATI[)NS
It is necessary ta check the adequaCy of curb in1ets provided ta divert the 4ows from the gutter to
the retentian ponds. The Curb Inlet Calculation Sheet included in this repvrt (see caTculation
sheet, capy attached) shows the required lengths vf curb openings. As shawn on the calculation
sheet, various pands have different curb inlet requirements. Therefore, tne requirei curb openings
have been provided according ta the tabulated results. A11 curb inlets shall be standard 4'
apenings, uriless vthenwise noted.
It is also necessary to check the capacity afgrate inYets on continuous grade The Crrate
Calculatian - Continuous Grade warksheets have been incPuded. The calculatians haue been
completed in accordanee with Figure 15 of Snokarie CountV Guidelines for Stornawater
Manaaement (5ee calculation sheets, copy attached,)
W and Pacafic Enginemiag, Inc. RiVerwallc 4th Addition - Qrainage
6
APPENDIX
T)eweloped cnnditian 1-6
Peak F1aw and Bowstring 7- 22
Cur'b Inlet caiculativns 23- 24
Grate ealculations 25 - 26
Pipe flow, Froude number calculations 27 - 32
Backwater calcuRatians 33
Sails Map 34
Basin Map 35
Inland Pacifie Engineesring, Iiac. kiVerwalk 4th Addation - Drausage
BaWSTRING METHQO PROJECT. Rivervvalk 4th Acidfian
PF-AK FLQW CALCUCATIC3N PROJECT Riverwalk 4th Adddion QETENTfaN BASIN DESIGN BA5lN: A
BA5ih1. A 10-Year Design S1orm ❑ES9GNER: B. Fioward
7ot. Area 1.15 Acres DATE.
Imp. Area 8557 SF
C = 0.3[]
iime Cncrement (m[n) 5
CASE 9 Tiene vi Conc. (min) 8 59
Outflaw (cTs) 1
60 ft. OverlarKl Flovsr Resign Year Flow 10
Aeea (acres) 115
Ct = 0.15 fmperviaus AAea {sq ft) 8557
L = 60 ft. 'C' Factor 0,3
n= 0.40 '2W Valume Provided 383
S = Q.OZD Area' C 0345
Tc ~ 527 min., bY Equatian 3-2 af GuiciefInes
Tirrte rune lnc. Irner►s, Q Devel. vol.ln vol.vu! 5toraga
318 ft. Gutter flcsvv {min} (sec) Onlhr) (cts) (cu ft) (Gu ft) [cu R]
-__._.._t_
Z1 = 50.0 For 72 6.59 345 2.75 0 95 5m 355 408
Z2 = 3.5 Type B =1.Q
n= 0.Q16 RolIed = 3.5 5 300 3.18 1.10 441 3D0 141
S= 0.009 tfl E00 2.24 (}.T! 56e 600 -32
15 900 1.77 0.61 632 900 -268
d= 0 149 R. 20 1200 1.45 0.50 668 1200 -532
25 1500 1.21 042 682 1sOf] -81 S
A R [1 Yc Tc total I Q G 30 1800 1.44 0 36 694 1800 -1106
35 2100 0 91 031 701 21 DO -1m ~
055 007 r_r 0 96 3.32 8 59 2 75 0.95 40 2400 882 0.28 717 2400 -1683
45 2700 0.74 0.26 724 2700 -1976
Opeak ior Case 1= 0.95 cfs 50 3000 0.68 0 23 735 3000 -2265
55 3300 0 54 022 758 3300 -2542
60 3ew 0.61 021 786 3600 -2814
CASE 2 65 3900 060 0.29 835 3900 -3065
70 4200 aSs 020 867 4200 -3333
Case 2 assumes aTime af Cvncentrabon Iess than 5 rninvtes sa that the 75 4500 4.56 0.19 895 4500 -3605
pQak flonr =.90(3.18){Imp Area) = 0.56 afs 8U 4800 0 53 0,18 942 48M -3898
65 5100 0.52 018 939 5100 -4161
90 5400 050 0.17 955 5400 -0445
Sv, fhe Pask flvw far the Basin is the geeafer o4 tha twv tlows, 95 570£7 0.49 0.17 986 5704 4714
0.95 cis 100 6000 048 0.17 1016 6000 -0984
2Q8' DRA[NAGE P[JND CALGUdP1TlC]N5
Required'2W Staraga Volume
=lmpervrvus Area x.5 in! 12 W8 357 cu R
208' StQrage Valume Provided 383 cu ft
DRYWELL REQUIREMENTS - aQ YFJIR DE51GN STQR
Maxirnum 5lnmge Requlred hy Bowstring 141 cu ft
Numher and Type Qf orywells Requirec! 4 5irtgls
1 Qouble
I
6OWS7RiNG METHO[] PRO.lECT. Rivervvaik A1h Additlon
PEAK FLClW GAtCl1LATION PRDJECT Rivennralk 4th Addiiiorr DETE[dTION 9A51[J pESIGN BASIN: B
13A5lN: B 10-Year De.stgn Stvrm DF-51GN£R; B Maward
Tof Area 0.99 Rcres QATE:
Imp. Area 5Z72 5F
C = 0,35
Time lncremenY [min] 5
CASE 1 Time oC Canc. (min) 5.00
Outflow (cPs) 1
60 ft. pveAand Flaw Design Year Flrnnr 10
Area (acres) 0.99
Ct = 0.15 Impervrcws Area (sq ft) 5272
L = 63 ft. 'C' Factor 0-35
n= 040 '2D8' Volume Provldesl 222
5= 0.420 Area' C 0347
Tc = 3.27 rnin., by Equatlan 3-2 of Guidelines
Time Tisne Inc. lntens. Q Deve1. Vaf In Vol.[?ut Storaga
131 ft. GutteP flow (min) (sec) (iNhr) (cfs) [cu R) [CU ft] (cu R)
Z1 = 50.0 Fur 72 " 5.04 3DO 3.18 1 10 443 300 143
Z2= 3.5 Type B =1.{1
n= 0.016 RDlled=3.5 5 340 318 1.10 443 3W 143c-~
5= O.41 5 10 6fiI0 2.24 0.78 545 600 55
15 9DO 177 061 615 900 -285
d= 0.144 R, 24 1200 1.45 0.50 654 S ZDD -546
25 1500 121 0.42 672 1~ --828
A R Q Tc Tc tnta1 I Q€ 30 1800 1.04 0.38 685 1860 -ti i 15
0==e=e=- ==r_=Wr, ~ a1~ 0.91 032 ~ ztaa -t~
~ 0.56 0.07 110 1.11 ~ 5.00 3.18 1.10 ao zano 0.82 0.26 711 240n -1689
45 2700 074 0.26 718 2700 -1982
Qpeak for Case 1= 1 10 cf$ 50 30Df] 0.E$ 4.24 731 3000 -2269
55 33D0 0.64 022 754 wm -2546
60 3600 0.61 0.21 782 36W -2818
CASE 2 55 3" 0.60 4.21 832 33DO -3068
Ta 42DO 058 020 865 4200 -3335
Case 2 assumes a Time of Concentrat3on less than 5 minutes so that the 75 4500 0.56 0.19 890 4500 -3W7
pea1c f1ow -.80(3.18}(Imp. Area) ~ a 35 cfs 80 4804 0.53 0.18 900 48W -39DO
85 51 00 0.52 0.18 537 5100 -4163
90 5400 0 50 0.17 953 5400 -4447
So, the Peak flowr fnr the Basin is the grea#er of the two (laws, 95 5700 0.49 017 985 5700 4715
1.10 cTs 100 6000 0 48 0.17 1015 6000 4585
2I8' QRAINRGE POND CALCiILAYIDNS
Required `2W Storage Vviume
= Imperviflus Area x 5 in 112 iNt# 220 cu it
2DB' Starage Volurne Pravlded 222 cu R
DRYINELL REQl11REMENTS - 1❑ YEAR [7E51GN STGR
Nadmum 5toraga Required by BowsWng 143 cu ft
Numtxr and Type of Oryvuells Required U Stngle
1 Douhle
I
BOWSTRING METIiOD PRQJECi': Riverwalk 4#h Addaivn
PEAK FLQW CRLCL3LATION PR4JECT RiVerwalk 4th Addibvn DETENTION BASkN DE51GN 8R51N: G1
BASIN• Cl 10-Year Qesign Storm DE51GNER: 13. Howard
Tot. +4rea 1.44 Aores DATE:
Imp. Area 9520 SF
C = 040
Tbme Increment (rnin) 5
CASE 1 Time vf Conc {min} 7.92
QuttlDw {Cfs} 1
60 flt. (]vertand Flow Design Year Flow 10
Area (aores) 1.04
Ct = 0.15 Impervious Area (sq ft) 962D
L= 60 ft. 'C' Factor 04
n = 0.40 '2(]B' Volume Prnvided 414
S= 0.020 Area' C 0.456
Tc = 3,27 m€n., byEquativn 3-2 vf Guidefines
Time T[me Inc lntens, Q Devel. VoLln VoI.Dut Storage
450 ft. Gutter Flaw (min) (seG) (iNhr) (cfs) {CU ft) [cu R) 4Cu ft]
Zt = 500 Fur Z2 7 92 =---=475 y T- 2 52 1 05 ---_r~ 669 ----~475 ~ 193
Z2 = 3.5 Type 8=1.0
n= 0.01 f fivlled = 3.5 5 30U 3.18 7.32 532 300 232 a= =
5= 0 OD9 10 SOfI 2.24 093 710 6DO 14 U
15 900 9.77 0.74 782 9D0 -118
d= 0.156 ft. 20 1200 1.45 0.6(] 821 1200 -379
25 1500 1.25 0.50 836 1500 -664
A Ft Q Te To tufal I___ ...._QC--- 30 1800 1.04 0 43 W 1800 -951
- - 35 21047 0.91 038 856 2100 -1244
p fiy 0.08 ~ A 105 R~^ 465 7.92 ~ 2 52 1.05 40 2401) [}.82 0,34 874 2400 -1526
45 2700 0.74 ❑ 31 881 2700 -1819
Qpeak far Case 1= 1 05 Cf5 50 3000 0.68 0.213 894 3DDO -21 [I6
55 3300 0.64 0.27 922 3300 -2378
60 3600 0.81 0.25 955 36M -2645
GASE 2 65 3900 {].60 0.25 1014 3900 -2886
7[] 42Ut] 058 024 1052 4200 -3148
Case 2 assumes a Tirre of Gnnr.entratlon iess than 5 mincrtes so that the 75 4500 0.56 0.23 1086 4500 -3414
peak flaw -.90(3.18)[Im,p Area)= 0.63 cfis so 48W 0.53 022 1094 4BO0 -3705
85 5100 0.52 022 1138 5100 -3462
30 5400 0,50 0.21 1157 5400 4243
So, ihe F'eak [Cow far lhe 6asin is ths greater af the tavo flaws, 95 049 0.201 1195 5700 -4505
1.45 cfs 100 fiM 0.48 0.24 1730 6DDO -4770
ZW DirAINAGE E'ON❑ GALCIJLATIVfVS
Requised'2W Sforage Volume
= impennaus Rrea x.5 in 112 iNft 397 cu R
26B' Storage Valume Rrovided 414 cu R
DRYWELL REQL1lREMEN7S- tI}YEAEi L7E51GM STflR
Maxirrsum Starage Required by Bavvs#ring 232 cu ft
Numtaer and Typ$ oT Drywells Required Q Singla
1 OauAle
I
BbWSTRING NfETFia❑ PROJECT: Ftiveruvallc 4fh Addffiosr
PEAK FLOW CACGl1l,ATION PRO.fECT Riverwalk 4fh Addition DETENTION BA51N DESkGN BASIN: G2
BASlN: C2 10-Year Design 5tgrm DESIGNER, B. Fi4+nrwd
Tat. Area 1.18 Acres DAYE:
Imp. Area 9130 SF
c = 030
Time Increment (min) 5
CqSE 1 Time of Canc. (min) 614
Outflow (cTs) 1
60 ft Overland Flaw Design Year Flov 14
Area (as,res) 1.98
Ct = 015 lmperv'tous Area (sq ft) 913{}
L = 60 R. 'C' Factor 0.3
n = 0.40 '2W vclume Frovicied 383
5= 0.020 Area ` C 0.354
Te = 3 27 min by Equaban 3-2 mmF Guideiines
Time Time Inc. Cntens Q aevel. 1lal.ln Vol.[]ut 5tvrage
28(} ft. Gutter flaw (min) (sec) (iNhr) (cfs) {Ca ft) (Cu 4t) [eu ft]
Z1 = 50.4 Far Z2 F~ 6.14 369 2.86 1.01 499 369 131
C2 = 35 Typs B=1.t1
n= OD1$ Rolled = 3.5 5 300 318 1.13 453 3m 153
S= 0.009 10 600 2,24 0.79 575 600 -25
95 900 177 0.63 642 900 -258
d= 0153 ft. 20 1200 1.45 0.51 680 920O 1520
25 15{m 1.21 043 696 1SM -804
A R Q Tc Tctatal 6 Oa 30 1sf7 1.04 0.37 7(]9 1800 -9091
~4+ 2100 0.91 0.32 717 2100 -1383
052 008 1.01 Z88 614 2,86 1.01 90 2400 0.82 0.29 733 2400 -1667 ~
~
45 Z700 074 026 740 z700 -1960
Opeak fQr Case 1= 101 ofs so 3000 0.68 024 752 3000 -224$
55 33W 0.64 0.23 rrs 3300 -2524
so 3600 0.61 022 804 3600 -2296
CASE 2 55 3900 [].60 021 855 39M -3045
TO 42iiQ 58 029 888 4200 -3312
Case 2 assumes a T(me of Cortcent,ratian less than 5 minutes sa fhat khe 75 45(7(7 0.56 0.20 917 4500 -35a3
peak tkrw =.90(3.18)[Imp. Area) = 060 cts 8o 48M 0.53 O.ti 9 924 4800 -3876
85 5100 0.52 018 962 5100 -4138
9(] 5400 050 018 978 5400 -4422
Sv, the Peak flvw for the 8asin ls the greater QF the two fiorNS. 95 570Q 0.49 0,17 1010 5700 -0690
1.01 cis 10[] w00 0.48 0.17 1041 6000 -4959
248' DF+AINAGE PC7ND CALCULAT[C}NS
Required'24B' Stvrage Volume
= Imperviaus Area x.5 in 112 infR 390 cu ft
2M Starage Valume Pmvided 383 cu tt
QRYINELL REf1UiREMENTS -1U YEAR ❑E51GN STflR
` Maicirnum 5torags Required hy Sowstrtn9 153 cu ft
hlvmber and Type of Orynrells Requlred 0 Singfa
1 Dauble
BC]WSTRfNG METHOa PROJECT: Riverwalk 4th Addlon
PEAK FLaW CALCULATIQN PR{]JECT Rnrervvalk 4th Adddion ❑ETENTl0N BASIN DESIGN 8A51N. C
BA51N: G 14Year Design Starm DESIGNER; B. Mmard
Tot. Area 2.22 Acres CfATE.
lmp. Area 186W &F
C = p.4t]
Time lncrement (min) 5
GASE 1 Time of Canc. (min) 7.00
Qulflaw (Efs) 1
T60 R. Ovedand Flow ❑esign Year Ffaw 10
Area (acres) 2.22
Ct = 0.15 6mpervious Area (sq R) 1855(7
L = 60 ft. 'C' Factor 0.4
n= 0,40 '28` Volume Praviced 797
S= 0.[]20 Area ` C 0.886
Tc = 3.27 min., by Equatlsm 3-2 0[ Guldelines
Time Time fnc. knlens. Q peve] Vol,ln Val.[3ut Stosage
450 ft. Gutter flow ~min] (sec) {uilhr} (cfs) (r.U R) {cu ft) (cu ft)
Zi = 50.0 ForZ2 7.00 420 268 2.38 1339 420 919 e~W
e.2 = 35 Type B= 1 a '
n= 0.016 Ro41ed = 3.5 5 300 3.18 2 82 1135 300 835
5= 0.009 10 600 2,24 1.99 1477 600 877
15 9DO 1.77 1.57 1639 900 739
d= 0211 ft, 20 1200 1 45 1.29 1729 1200 529
25 15m 1.21 1.07 1765 ti 50D 255
A R Q TC Tc tota1 i QC 30 1800 1.04 0•92 1794 1800 's
- ~We ..W===--- 35 210(] 891 0.81 1812 2900 -288
1.19 010 rr- 2 38 3.73 7.00 ~ 2 68 f 238 40 2400 ❑82 [].73 1852 2400 "
45 Z701) 0.74 066 1868 2700 a3z
Opeak for Case 1 = 2.38 cTs 50 3DC-0 0•68 0•60 j &98 3000 102
55 3300 064 0.57 1957 3300 -1343
60 3600 0.61 054 2027 36oa -1573
CASE 2 65 3900 4.60 0.53 2154 3900 -1746
70 4200 05E3 0.52 2Z37 4200 -196.3
Case 2 assumes a Tme vf Concenfrattun tess than 5minutes su that the 75 4500 056 0.50 2309 45iN] -2191
peak flow =.90(3.1 8)(Imp. Ama) = 1.23 cfs 8tD 48M 0.53 0.47 2320 48Ua -2474
a~ 5100 0.52 046 2421 5100 -2679
so 5400 a.So 0.44 2461 54DO -2939
5a, fhe Peak fianr fvr the 6asin is the greater of the twv flGnrs, 049 0.44 2542 5700 ~158
238cfs 100 6000 0.48 0.43 2618 6DDO -33B2
2D8' DFdAIHAGE PO1Vfl CALCULATIDNS '
' Requtred!'2W Stvrage ►falume
= Impen►ious Area x.5 in 112 inf(t 777 cu ft
2D8' Starage Vaiums Rrovided 797 cu ft
DR'r'WELL REQUIREMEN75 - tDYEAR QESIGM STOR
Maicimum 5tarage Required by Bavustring 919 au R
Numker artd Type of E}rywells Requteed p 5ingle
1 E7auhls
I
BbWSTRlNG MESHC3D RROJEC7: Rnternalk 4th Addittan
PEAK FI.DW CALCUlATl47N PRaJECT Riverwalk 4#h AddiGon DETENTION 6ASIN DES1GN BASfH: D1
SA51ti. a1 10-Year Design 5tcam DE5lGHER: B. Howasd
Tot,Area 1.46 Acm.s DATE.
lmp Area 8201 5f
c = 0.40
Tlsne Increment (min) 5
CASE 1 Time nF Cono. (min) 5.20
autflow {cfs} 1
60 ft. Overland Flow Qesign Year Flaw 10
Area (acres) 1 45
Ct = 0.15 Impervlaus Area (sq ft) 8244
L = 60 ft. 'C' 'Factor 0.4
n= 0.40 7W Walume Prnwded 358
5= 0.020 Area' C 0.584
Tc = 3 21 miro., hy Equatian 3-2 of Guidelines
Titne Time Irtc lntens. Q DeveP Nal.fn Vo1.t]ut Starage
280 ft, Gutter flaw fminf (sec) Cn(hr) €Clft) (cu ft) [CU ft] (e' ft) Z1 = 50A Far 72 5 20 ^ 812 313 183 764 312 452
Z2 = 35 TypSB=1.0
n = 0016 Rvl3ed r 3 5 a :3m 118 9.66 747 30D 447
5= 0.016 10 600 224 1.81 924 Soo 324
15 900 1 7°T 1.03 1040 900 140
d= f} 169 ft. 20 12D7 9.45 085 1106 12M -94
25 1500 1.21 0.71 1135 1500 -365
A R Q 7c TC total l Qc 30 1800 104 0.61 1158 4800 -642
35 2100 9 91 0.53 1172 2100 -918
i 0,76 008 ~ 1 83 1.94 527 TT 3.43 ' 1 83 40 240(1 4.82 0 48 12D[] 2400 -1200
45 2700 0.74 0.43 1293 2740 -1487 ~
~
Qpeak foi Case 1= 1.83 cfs 5(} 3000 0.6E3 0.40 1233 3000 -1767
55 3300 0.64 037 1273 3300 -2027
fi0 3600 0.61 036 1320 3600 -2280
CASE 2 65 39d 0.60 435 1904 3900 • -2496
70 4200 058 0.34 1459 4200 4741
Case 2 assumes a Time of Cancenfration less than 5 minutes sa tFat fhe 75 4500 056 033 1506 4500 -2994
peak fluw=.90{3 1 6){Imp. i4rea) ~ 0.54 cfs 80 4800 0.53 0.31 1599 4800 -3281
85 5100 0.52 0.30 1551 5100 -3599
90 5400 {1.50 029 1608 54DO -3792
5v, !he Peak Flaw for the 82s3n is the greater of the two flows, 95 6700 0 49 029 1 661 5700 -4039
1.83 cis 100 60tid 0.48 28 1712 6= 4288
2U8' DRRiNAGE'PC]ND CALCL7LATtONS
Require.d '2W Storage Valume
_[rrsperviaus Area x 5 in 112 intFt 342 cu ft
2W Starage Volume Prvvided 356 cu R
[]RYWELL REQIIIREMEN75 - 10 YEAR DE51GN STf)R
Maximum StoragQ Reguired by Bovvstring 452 cu ft
Number and Type nl prywells Required 0 Single
I Qauhle
60WSTRING METHbQ PROJECT: Riverwalk 4ih Additian
PFJ4K FLQW CALCULATIQN PF`tOJECT Rnrerwalk 4th Rddaion DETENTli7N BA5][d DESIGN BASIN: DZ
BASIN: p2 10-Year Qeslgn 5totm DE51CNER: 8 Haward
7vt. Area 0.65 Acres QATE: , •
Imp. Area 5669 5F
C~ 030
Time Increrrent (mm) 5
CASE 1 Time o[ Conc (min) 7.fiQ
vutflow (cfs) 1
50 ft. O►ierland Flow Oes3gn Year Flow 10
Area (acres) D.65
Ci = 0.15 Impe[t+ious Are2 (sq fl) 5651
L = 50 ft. 'C' Factar 0.3
n ° 0 4o '26B' Valurne Peovldesi 0 ,
S= 0.020 Area' C 0.136
Tc = 2.93 rnin. bY Equafien 3-2 af Guidetines
Time Time Irsc Irstens. 0 [}eve9. Vvl.ln Yol.Out 5torage
300 ft. Gut3er f€ow (min) (w) finmr) (Cfs) (cu ft) (cu ft) (cu ft)
Zi = 50.0 For73 7.60 456 256 0.50 308 456 -148
Z2= 15 Type 8 -10
n= 0.016 Rolled = 35 5 300 3.18 062 249 300 -51 s==
s = a oD5 10 600 2.24 0.44 330 ow -zra
is 900 I.Tr 0.35 364 9DD -536
d= a 132 R. 20 1200 1.45 028 383 12oo -897
25 1500 1.21 024 390 15m -111 ❑
A R Cl Tc Tc tota! 1 Qc 30 18d0 1.[]4 0.20 396 1wo -1404
35 2100 0.51 0.18 400 2100 -1700
0.45 0.07 050 4.67 7.60 258 050 40 240[! 0.82 ❑ 16 909 246[] -1991
45 2700 0.74 4.14 412 2300 -7188
Qpeak fvr Case t= 50 cfs 50 3000 0.68 0.13 418 30DJ -2582 ~
55 3300 0.64 0.12 431 33Q0 -2869
60 36W 0.69 0.12 447 3600 -3153
CASE 2 65 39dQ 060 0.12 474 3900 -3425
To 42DO 0.58 0,19 493 42oa -3707
Case 2 assumes aTime of Corscentrailon less than 5 minutes so that the 75 450D 0,56 0.11 508 4500 -3992
peak fiqw =.90(3.18){Imp. Area) = 0.37 efs so 48t)d 0 53 0.10 512 48W -4288
85 5100 0.52 0.1D 533 5100 -4561
90 54()0 50 0.10 542 5400 -4854
5a, the Peak flow for the Basin is the greaier af the twcr #lows, 35 5700 0,49 0.10 559 5700 -5141
0.50 cis 100 6000 048 009 576 fiDOO -5424
2fk6' Di2AiNRGE POND GALC[JiATdONS
Requfeed28' Stvrage Volume
= Impenricsus Area x 5 in 112 iNtt 236 cu R
208' Stvrage Volume Provideci p cu ft
QRYWELL RFOUIREMEPIT5 - 10 YEAFd IpESEGN ST(3R
Maiamum Stosage RequM hy Bowsttittg -51 cu ft
Number and Type of Drywells Required a Single
1 Qor.tbie
~
BOWSTRiKG A(iE7NOD PROdECT: Rivervvaik 4th Additlan
PEAK FLQW CALC4lLATIVN PROJEC7 Rivefwalk 4th Rdddion QETENTIOIV BA51N RE81GMi BA511V: 03
Bf4S1N: D3 10-Year Design Storm DESIGNER: B. Hcaward
Tot. Area 9 53 Acres E7ATE.
Imp. Area 3631 5F
C = 0.40
Tirne {ncrement (min) 5
CA5E 1 Time af Conc (min) 510
C7utflow (eTs) 1
60 R. everiand Flova Design Year Flaw ta
• Area {acres} 0-53
Ct = 015 lmpemous Area {stq R} 3631
L= fiQ R. °C' Factar 04
n= 0 40 '248' Volume Prvvidel a
5= Q.OZ[) Area' C 0.212
Tc = 327 min., by Equation 3-2 af Guidelines
Tiune Tima fnc. Intens. QDevel. Vai In Vv1.C3ut Starage
127 ft. Cuiter'fiow (min) tsecl (iNhr) (cfs) {ru ft} (cu ft) [cu ft]
-=_W__--
Z1 = ~.Q For Z2 ~ 6.10 ~~^306 3.15 fl 5'7 274 3D6 -32
Z2 = 35 Type B = 1.0 '
n = 0.016 Roiled = 3.5 5 300 3.18 067 271 300 -29 C==
S= 0.005 10 600 2.24 0.47 334 6m -266
- 15 900 i.TT 0.38 377 9Da -523
d= [].147 R 20 12Ud 1.45 0 31 4131 12DO -799
25 15M 1.21 026 414 1500 -1089
A R Q Tc Tc total I Qc 30 1800 1.04 022 420 180D -1385]
35 2100 091 D.19 425 2100 -1675
`058 0 07 ^ 0.67 1.&4 510 3.15 0.67 49 2400 0.82 017 435 2400 -1 965
45 2700 0.74 016 440 2700 -2260 ~
Qpeak far Case 1= 0.67 cfs 50 3000 0.68 0.14 447 3(]00 -2553
55 33(l0 0.54 0.14 462 3300 -2838
60 3600 061 0.13 479 36M -3121
CASE 2 65 3900 0.60 0.13 509 3" -3391
70 4230 0.58 0.12 529 42D1 -3671
Gase 2 assumes a TirrEe of Concentrativn less than 5 minutes so that the 75 4500 0.5F'i 0.12 547 45Qa -3953
peak Row =.9D(3.18)(Imp Area) = ❑24 cfs BQ 48M 0.53 ffA i 559 4800 4245
85 5100 052 0.11 574 5100 -4526
90 5400 0.50 I711 583 5400 -4817
5v, ths Peak f€owr for the Basin ls the greater af the fiwo fkms, ~ 049 0.10 603 5700 '5097
0 67 cis 100 6ow 0.48 0.9 D 621 6000 -5379
28" ORA{IVRGE P03VD CALCLILAT9ON5
Required2W 5torage Volurne
= Impervious Area x.5 iro 112 iNft 151 Cu f!
2U8" 5tnraga Wafume Prornded 0 cu ft
RRWVELL REQUIRF-MENTS -1a YE4R DESIGN BTOR
Ala)dmurrv Storage Required ksy BawsOting -29 cai ft
Number and 7ype af flryuuells Required 0 5ingle
1 Dauble
, ~
BOWSTRlNG METHdD PROJECT: Rivennralk 4th Additim
PEAK FLDW GALCULATION PFiQJEC7 Riverwalk 9#h Additian QETENTION 6A51N [IESIGN BA51N: 04
BASIN: f34 10-Year pesign Storrn DE31CNER: B. Hovsrasd
'iat Area 1.65 Acres QATE:
Imp. Area 4324 5F
C = 0.15
Time anc.rement [min] 5
CRSE 1 Time a€ Conc. (min) 10.19
C?utflov {cfs} 1
4DO R. OverEarrd F[ow Deslgn Year Flovsr 10
Area {acrES} 1.66
Ct = 0.15 Impernvus Area (sq ft) 4324
L m 90U ft. 'C' Factor 0.15
n = 0.40 'ZW 1fo1umQ Rravided 718.9
S = 0.020 Area * G 0.249
Tc = 10.19 min., 6ay Equation 3-2 of Guidelines
Fme Tme Irec. Irttens QDevel. AIoI.Vn Vv1.Ot3t 5tarqe
a 8. Gutter ilow {min} (sm) Cn" (Cts) {cu it) (cu Tt) (cu ft)
Z1 = 50.0 Fvr Z2 10,19 612 2 21 0 55 451 612 -9 bY3
72 = 35 Type 8 =1 g
n= 0.016 Rolled = 3.5 5 300 318 [].78 318 3DO 18
S==
5= 0.018 10 600 224 0.56 448 800 -152
15 900 1.77 0.44 488 9[)0 -412
d= 0.107 S. 20 12Q0 1.45 0.36 508 1200 -02
25 1500 1.21 0 30 515 1500 -98 ,
A R a Tc Tc tota l I Qc 30 180E] 1.04 026 520 1Wt3 -1 25U
35 2100 0 91 0.23 523 2100 -1577
031 0.05 0.55 0.00 10.19 2.21 0.55 40 2400 082 0.20 532 24DO °1858
45 Z700 0.74 0.18 sm 2700 -21 B4
Qpeak Fvr Gase 9= 0 55 cTs 50 3000 068 0.17 543 3000 -2457 ~
ss 3300 064 0.16 559 3300 -2741
60 3600 0.61 0.15 578 3600 -3U22
CASE 2 65 3900 0.60 o95 614 3900 -3286
70 4200 0.51) 0.14 637 4200 -3563
Case 2 assumes a 7ime af Concentrativn less tFan 5 minutes sa fhat the 75 45DO 0.56 0.14 658 45M -3844
peak flrnv =90(3 a 8)(Imp. Area) = Q 28 cfs so 48Da 0.53 0.13 661 48IX) -4139
85 5100 052 0.13 687 5100 -4413
90 5400 0.54 0.12 698 5400 -4102
So, the Peak flow far the 8as[n is the greaier af the twa flovvs, 95 5700 0.49 0.12 721 5300 4979
0.55 cTs 104 6DOO 0.48 0.12 742 6000 -5258
208` DR4INAGE PO{Va CALCl1LATIONS
Requlred78' Starage Valume
= Impervious Area x. s in 112 in1R 180 cu R
208' Storage Volume Provided 718.9 vu ft
ORYWEL,L REQGIREMEIVTS -10 YEAR DE51GN S7OR
Maxlmum 5torage Requfred hy Bowstfing 18 cu it
Number and Type aF D rywefls Required Single
1 Daub3e
~
BOWSTRIIJG METHOD RRbJECT: Riverwalk 4th Additlon
PEAK FLOIN GALCULATION PROJECT Rivsruvalk 4th Additinn DE7ENTlON BASIN aE51GN BASIH; D
BASIN: Q 10-Year Design 5term DE51GNER. B. Movvard
Tot. Area 5.75 Aeres DATE:
1mp. Area 21817 5F
+C = 0.25
Sime lncrement (min) 5 '
CASE 1 7ime of Gonc. (min) 10.99
Outilow (cfs) 2
400 ft. Overland F9ousr Design Year Ffnw 10
,4rea (ar.res) 5.75
Ct = 0.15 Irnpenrlaus Area (sq ft) 21817
L = 400 R. 'C Factar 0.25
n = ❑ 4D '208 Volume Provided 1077
S= 0.020 Area ' C 7-438
Tc = 10 19 mm., by Equatian 3-2 af Guidelines
Time Time Ino. Intens. Q Devel. VolJn Vol.Ciut Siorage
❑ ft. Gutter ftow (min) isec? (irJhr) (cfs) (cu ft) (cu ft) (cu ft)
_......__M_=
Z1 = 5a 0 Fnr Z2 1019 612 2 21 3.18 2601 1223 1384
Z2 = 3.5 Type B= 10
n= 0.01C Rallel = 3.5 5 300 3.18 4.57 1838 600 1238
a==
5= 0.020 10 500 2 24 3.22 25E39 12D4 1389
15 9DO 1.77 2 54 2819 1800 1019
d= 0.204 R. 20 1200 1.45 208 2935 2400 535
25 1500 1.21 1 74 2.471 3DDD -29
A R Q Te Tc tafaf I Qc 30 1ew 1 04 1.50 3D02 3600 -M
35 2100 091 1.31 3[]19 4230 -11$1
^ 4 11 ~ 0.10 ~ 318 0 OD R^ 10.19 2 21 T 3.18 40 24DO 082 1 18 3474 48IU -1725
~
45 2700 0.74 106 3093 5400 -2307
Qpeak for Case 1= 3.18 cfs Sd 3000 0.58 0.98 3136 6000 -2854 ~
55 3300 0.64 0.92 3227 6600 -3373
60 :6DO 061 0.88 3339 72DO -wS
CASE 2 65 3906 0.60 086 3543 7803 4257
7[] 4200 0.58 Q 83 3875 8400 -4725
Case 2 assumes aTima af Concentratton tegs than 5 minutQS sa that thse 75 4500 0.56 0.81 3790 9000 S21 Q
peak tiuw = 80(318)(Irrtp. Area) = 9.43 cfs 80 4800 053 0.76 3816 9500 -5785
85 5100 0.52 075 3M 1 UZDD -6'132
90 5400 41.50 (}.72 4031 10800 -676.9
5a, the Peak flow (or tfie 6asin is thB greater of ths two flaws, 95 5300 0.49 0.70 4161 11400 -3239
318 cfs 100 6DDO 0 48 0.69 4283 ] 2000 -7717
2M ORAINAt;E PC]ND CALCULATI❑N5
Requlred2W Stcu°age Vuiume
= Imperviaus Area x.5 in 112 tNft 909 cu ft
2C6 Storage Valume Provided 9017 cu it
❑RYWELL REQf9[REMENTS -1U YEAF2 DES1GN 5TC3R
Ma)dmum Stvrage Required by 8orvstring 1389 cu R
Number anci Type nf Oryweqs Rsquired 4 5ingle
2 Double -
I
8OW5TRING METHO❑ PROJECT: 6tiYerwalk 4[h AddiUvn
pF-AK FLOW GALCULATI[]N RRQJ@CT Rivervvalk 4th Addrtion DETENTIOH SR51lV DESIGN BASIN; E1
BA51N: E1 to-Year Qesign Stexm DESIGh[ER: B. Howard
Toi Aeea 0.38 Acres DATE.
Imp. Area 3MI 5F
C = 0.40
Tlme lnarement (min) 5
CASE 1 Time af Cvnc. (min) 575
dutflow (eis) 1
60 ft. C7verland Flow Dmgn Year Flow 10
Area (acres) 0,38
Cd = O.15 Impervious Area (5q R) 3061
L= 60 R 'C' Fattar 0.4
n= 040 '2S}8' Volume Providel 0
S = 4,020 Afea I .~'i 0yr32
Tc ~ 327 min., by Eguatian :R2 of Guidelines
Time Time 1nc. Intens Q QeveL 11vLln Vol.Out Staraga
156 ft. Gutter nov (rNn) (sec) Ci rslhrl (cfs) (cu ft) {c.i ft} (OU R)
= ~~~~~e~_
Z1 = 50.0 Fnr Z2 5.75 345 2 97 fl.45 209 395 -136
7-2 w 35 Type B=1.0
n= 0.616 Rolled = 3.5 5 300 3.18 0 48 194 300 -106 s==
5= 0005 10 600 2.24 0.34 24E 600 -356
15 900 177 0.27 274 9D0 -M
d= 6127 R. 20 12DO 1.45 0.22 290 1200 -91Q
25 1500 1 21 0.18 297 1500 -1203
A R 0 Tc Tc total I Qc 30 18DO 1.04 0.16 303 18w -1497
35 2100 6.91 0.14 307 2100 -1793
0.43 0.06 0.45 2.49 5.75 297 045 40 2400 082 012 314 24DO -2088 ~
45 Z700 0.74 0 l S 317 2700 -2383 ~
Qpeak fer Case 1= 0 45 cfs 50 3000 0.68 0,10 322 3000 -26"'i B
55 3" 0.54 0.10 332 3300 -2968
60 36DO 0.61 009 345 YOW -3255
CASE 2 65 3900 060 0.09 366 39DO '~J534
70 4200 0.58 009 381 4200 -m19
Case 2 assumes a Time of Car►centratEarti Iess than 5 minutes so that the 75 45M 0.56 0.09 393 4500 -4507
peak Bs7tv =.W[3.9 8){Emp. Area) = 0.2d cfs 80 4804 0.53 0.03 396 4800 4404
85 5100 0.52 0.68 412 5100 -4688
90 5400 0 50 0.a8 419 5400 -0981
5d, the Peak flow for the Basin is the greater af the iwn flaws, 95 5700 4.49 0.07 433 5700 -5267
❑ 45 eTs 100 60D0 048 007 446 6000 -5554
2Q8' pRA1NAC'aE POND GRLCLfLATIC3N5
Required'248' Storage Volume
'
= Imperviaus Area x.S in 112 inlR 128 cu ft
ZN Stvrage Volume Providec! 0 cu ft
QRYWELL REQUIREMENZS - 10 YE4R DESIGN STOR
Max1mum &torage Reguired by'8vwstring -106 cu ft
Number and Type ot Doywells F{equlred Q 5ingle
I Qvulsle
B6W5TFtlNG METIiAi7 PROJECT: RivenMalk 4th Addttton
RF_AK FLOW CALG4JWTlC7N F'ROJECT Rlverwalk 4th Additrun ❑ETEN7lON 6A51N DESIGN QASIN: E2
8A51N: E2 9aYear pesign Sfarm DESIGNER; B kioward
Tad. Rrea 0.62 Acres pATE:
ImA. Area 5236 SF
C = 8.60
`fime fncremen# (min) 5
CASE 1 Time af Car►c. {min} 711
Oljf{ls3w (CT&) 1
60 ft. Qvertand Flouv Gesign Year Flovu 10
Area (acres) 0.62
Ct = 0.15 Impervfovs Area (sq ft) 5236
L = 60 R. 'C' Facfor 0.6
n = 0.40 '2{3$' Valume Pravides! 0
S = 0.020 Area ' C 0.372
Tc = 327 min., by Equation 3-2 of Guidelinas
T'ume Tima Inc. dniens. 4Devel Val.ln Vol.Out 5tarage
294 ft. GLIter norv (min) fsec? (hVhr} (Cfs) (CU ft) fCU R) (CU ft)
Z1 = 50.0 ForZ2 711 427 2.66 0.99 566 427 140
Z2 = 35 Type B = 1 0
e= _
n= 0.01 fi hoiled = 3.5 S 300 3.18 9.18 476 3Qa 176
s= 0.0D5 ti a 600 2.24 0.83 621 600 21
15 900 177 066 saa 900 -212
d= 0171 n, zEr 1200 1.45 054 726 1200 -ara
25 1500 1.21 0 45 741 1500 -759
A R Q Te Tc total 9 CEC 3{] 1800 104 0.39 753 1600 -1 [M7
35 21001 0.81 a.34 760 2100 -1340
078 0.09 099 3.85 7.11 2.66 099 40 24DO 0 82 0.31 776 2400 -1 S24
45 2700 0.74 0.28 783 2700 -4917 Qpeak fvs Case 1 = 0 99 cfs so 3000 068 025 736 3000 -2204
55 3300 064 024 820 33Op -2480
60 3600 0.61 0.23 854 3500 4150
CASE 2 85 39DO 0.60 0.22 903 3904 -2997
70 4200 0.58 ❑.22 938 4200 -32E2
Case 2 assumes a Time of Concen#radon lESS tharo 5 minutes sv tt3at the 75 4500 Q.56 0.21 968 45W -3532
pea'k Tfaw = 90(318)(1mp. Area) = Q.34 cfs 8o 480(] 053 0.20 975 48dd 3825
85 5100 052 0.19 1015 5100 -0085
90 5400 0.50 019 5031 5400 4369
So, ihe Peak flow fvr the Basin is the greater vf the two flows, 35 5700 0.49 0.18 1065 5700 -4635
❑ 93 cis 100 60DD 0.48 0.18 4097 6= -4903
2W pR41NAGE POND CALCLlLATIC7N5
Required'2W Storage Volume
= Impetvtous Area sa .5 in 112 inlR 218 cu ft
208' Siorage Valume Provided 0 cu ft
ORYWELL REQUlRENiENTS -1fl YEAR DESCGh15TOR
Maximum Staraga Required hy Bowstring 176 r.u ft
Number and Type of asyvvells Required 0 5ingle
1 Dvuble
I
BOWSTi RING METHC3D PRO.9EC7' Rlvervvalk 4th Addition
PEAK FLOW CALCLJIATIL]N PRDJECT RNenualk 4th Addition DE7ENTIQN BASIN QE51GN BRSlN: E3
8,45lPf: E3 14Year f7es3gn 5tarm bESIGNER: B. Howrard
Tat Area 0 53 Acres DATE:
Imp Area 4650 5F
C= 040
Time Irscrement (Qnin) 5
CASE 1 Time vf Cane (min) 5.08
Outflow (cfs) 1
60 it. Overland FIov Design Yesr FGaw 10
Area (acres) 0.53
Ct = 0.15 tmpennous Ama (sq ft) 46W
L= 60 R. `C' Factor 04
n= Q 48 '208' Valums Prarided 4
5= 0.020 Area ' C 0_212
Tc = 3 27 min., by Equation 3-2 of Gu3delines
Time Time lnc. Intens. Q Qevel. Vol.In Vol.Out Storage
155 tt Gutter TiQw (min) {sec} (inmr) (cis) (Cu tt) (cu ft) (cu flh)
~~~~..~y=
24 = 50.0 For Z2 508 305 3.16 0.61 273 306 -31
7-2 = 35 T}rpre 6= 1.Q
n= 0016 Rolled = 3.5 5 3DD 318 0.67 27"1 :iDO -29 e-=
S= ❑043 10 603 2.24 0.47 334 600 -268
t5 900 1.77 0.38 377 900 -523
d _ 0.075 ft. 20 1200 145 0,31 401 1200 -ass
25 1500 1 21 0.26 417 1500 -10$.9
A R Q TC Tc total C C!C 30 1800 1.04 0.22 42U 'F 8(1Q -i 3$Q
36 2100 4.94 U 18 425 2100 -1675
~ 0.16 D.i}4 021 1 81 ^ 5.08 316 0.67 40 2400 0.82 017 435 2400 -1 965
ass 2700 074 0.16 440 z700 -2260
4peak fvr Case i= 0,67 cfs 54 3000 068 fl.14 447 3000 -2553 "
55 3300 0.64 4.14 462 33W -2838
60 36M 0.61 0.13 479 36oo -31z1
cASE a 65 39M ❑.6cr 0.13 509 390D -3391
70 4200 0.58 012 529 42QO -3871
Case 2 assumes a Tme of Goncentration less than 5 mirrute.s sa that the 75 4500 056 Q•ti 2 547 45D0 -3953
peak flonr =.90(3 7 B)(lmp Area) = 0.31 cfs 80 4500 0.53 0.11 551 4800 4249
85 5100 062 0.11 574 5100 -0526
so 5400 0.50 0.11 583 5400 -4817
So, the Peak flow far the Basin is the greater nf the twn tlonrs, 95 5700 0.49 0.10 fiai 5700 -5097
0 67 cis 100 6000 0.48 0.10 621 fiODD -5379
208' E]RA[NAGE F'OND GALCEJLATIONS
Required'2W Storage Volvme
= lmpeevious Area x.5 m 112 inlR 184 cu R
208' Storage Valume Pravided a cu ft
QRl'WELL REfdUIREAAETITS- tDYEAR DE51GN S7OR
Ma3simum 5torage Required by Bmstdng -24 cu ft
Number and Type vf C]rywelfs Requfred 0 Sing[g
I Double
I
BOWSTRING METFi9D PitC]JEGT: Riverwalk 4th Addiklan
PEAiC FLOW CALCVLA710E1 PROJECT Rtvenwalk 4th Adddion DETENTION BASIN OESIGN BA51N: E
BA51N E 10-Year Destgn 5torm ❑E8IGNER: B. Hvward
Tot. Area 1.53 Acres [SAYE.
Imp. Area 129M SF
C = 0.40
Time lncrement (m3n) 5
GASE 1 Time of Cvnc. (min) 8.42
Outflvw {cfs} 1
60 R. t7verland Fiaw Design Year Flow 10
ArQa (acres) 1 53
Ct = 0.15 Impervious Area {sq ft) 12903
L= 60 ft. 'C' Factor 04
n= 0.40 '208' Volume Pravided 55E3
5= 0.02D Arw ` C 0.612
Tc = 3.27 min., b}r EquatlQn 3-2 of Guidelines
Zime T'ime Inc. fntens. Q Devel Vol.[n Vol.Out Storage
675 R. Gutter flaw (min} (sec) (irVhr) (cis) (cu R) [cu R) {cu ft}
M=_==ee= =r_=W..== ===W~==~
Z1 = 500 For Z2 842 505 2 45 150 1015 505 590
?2 = 35 Type B r 10
n = 0.016 RQlfed = 3 5 5 300 3.18 1.95 782 300 482
S= 0.012 10 600 2.24 1.37 1 068 6(]0 458
15 9w 177 1,08 1161 900 261
d= 0.170 ft 20 1200 1.45 0.89 1217 12DO 17
25 1sm 1.21 074 1238 1sm -262
A R Q TG Ti C tDia4 6 QC 30 18M 1.(]4 0 64 1255 1800 S45
ss 2100 0.91 0.56 1265 2100 4335
077 0.08 1.50 5.16 842 2.45 1.50 ao 2400 0.82 0.50 1291 2400 -1109 ~
45 2700 0 74 ❑ 45 1301 2700 -1399 ~
Qpeak far Case = 1.50 cis 50 3000 0.68 0.42 132D ww °1680
55 3300 064 0.39 1350 3300 -1940
60 3600 0.61 0.37 1478 3600 -2192
CA5'€ 2 65 39DO 0.60 0.37 1+95 3900 -2405
70 4200 0.5B 0.35 1552 42DO -2648
Case 2 assumes a Fime vf Cancentration less than 5 minutes so that the 75 4500 0.56 0.34 16[]9 4500 -2899
peak flow = 90[3.98)(Imp. Area) ~ a 85 afs 80 4800 0.53 0.32 1693 4800 -3187
85 5100 0.52 0.32 1678 5100 -3422
90 5400 0.50 031 1705 5400 -3695
5fi, the i'eak fEaw for the Basln ts ths greater af the two flaws, 95 5700 0.49 0,30 9761 5700 -3939
1.50 cfs 100 5000 048 029 1813 6000 -47 87
2k?B' ARAII+}AGE PQND GALCULATEDiVS
FlequIred '2W 5tarage Volume
= Imperviwes Area x.5 in 112 uVR 538 cu ft
2D8' Starage Vvlume Prnvided 558 eu tt
DRYIIUELL RE4]UIREMENT3 - iLi YEAR DESIGN SYOR
Mawmum 5tarage Required hy Bowstdng 510 cu n
Numter and Type vf Dryweps Requieed 0 8ingle
1 Dauble
~
BOWSTRING METHOD PROJECT: Rivervralk 4th Additlon
PEAK FLOW CALCULATION PROJECT Riverwalk 4th Addition DETENTION BASIN DESIGN BASIN: . Pre-Developed F
BASIN: Pre-Developed F 10-Year Design Storm DESIGNER: B. Howard
Tot. Area 2.67 Acres DATE:
Imp. Area 0 SF
C = 0.30
Time Increment (min) 5
CASE 1 Time of Conc. (min) 5.97
Outflow (cfs) 1
300 ft. Overland Flow Design Year Flow 10
Area (acres) 2.67
Ct = 0.15 Impervious Area (sq ft) 0
L= 300 ft. 'C' Factor 0.3
n= 0.40 208' Volume Provided 0
S= 0.067 Area' C 0.801
Tc = 5 97 min., by Equation 3-2 of Guidelines
Time Time Inc. Intens. Q Devei. Vol.ln Vol.Out Storage
0 ft. Gutter flow (min) (sec) (iNhr) (cfs) (cu ft) (cu ft) (cu ft)
Z1 = 50.0 For Z2 5.97 358 2 90 2.32 1115 358 757
Z2 = 3.5 Type B= 1.0
n= 0.016 Rolled = 3.5 5 300 3.18 2.55 1024 300 724
S= 0.005 10 600 2.24 1.79 1295 600 • 695
15 900 1.77 1.42 1449 900 549
d= 0.226 ft. 20 1200 1.45 1.16 1535 1200 335
25 1500 1.21 0.97 1572 1500 72
A R Q Tc Tc total I Qc 30 1800 1.04 0.83 1601 1800 -199
35 2100 0.91 0.73 1619 2100 -481
1.36 0.11 2.09 0.00 5.97 2.90 2.32 40 2400 0.82 0.66 1656 2400 -744
45 2700 0.74 0.59 1673 2700 -1027 ~
Qpeak for Case 1= 2.32 cfs 50 3000 0.68 0.54 1700 3000 -1300
55 3300 0.64 0.51 1754 3300 -1546
60 3600 0.61 0.49 1818 3600 -1782
CASE 2 65 3900 0.60 0.48 1933 3900 -1967
70 4200 0.58 0.46 2008 4200 -2192
Case 2 assumes a Time of ConceMration less than 5 minutes so that the 75 4500 0.56 0.45 2073 4500 -2427
peak flow =.90(3.18)(Imp. Area) = 0.00 cfs 80 4800 0.53 0.42 2089 4800 -2711
85 5100 0.52 0.42 2175 5100 -2925
90 5400 0.50 0.40 2211 5400 -3189
So, the Peak flow for the Basin is the greater of the two flows, 95 5700 0.49 0.39 2285 5700 -3415
2.32 cfs 100 6000 0.48 0.38 2354 6000 -3646
208' DRAINAGE POND CALCULATIONS
Required'208' Storage Volume
= Impervious Area x.5 in / 12 inlft 0 cu ft
208' Storage Volume Provided 0 cu ft
DRYWELL REQUIREMENTS -10 YEAR DESIGN STOR
Maximum Storage Required by Bowstring 757 cu ft
Number and Type of Drywells Required 0 Single
1 Double
BOWSTRING fNETHGD PROJECT: Rivwvalk 4th Additian
PEAK FLOW CALCLfLATIQN PRO.,1ECT Riverwalk-0th Adddion DETENTICJN 8A51N DE51GIV BASIN: Developed F
BA81N: Devebped F 10-Yeav Deslgn Sttrrm pE51GiVER' 8. Hmard
Tot Azea 2 67 Acres DATE:
Imp. Area 0 SF
C= 027
Time Increment (min) 5
CASE 1 Tima of Canc. (min) 5.97
Outflow (ofs) 1
300 ft bverlarsd Flaw Design Year Flo+nr 10
Area (acres) 267
ct = 0.15 impenrtous Area (sq ft) o
L= 300 R, 'C'Factor 027
n = 0.40 '2OS° Volume Provided
S= 4].06''a Area ' C 0.724
Ta = 5.97 mirv., by Equativn 3-2 vf Guldehrre.s
7ime Tdme Inc Intens Q OeveE. Vol In VoI.Dui 5tarage
0 ft. GutEer flvw (min) {sm) (inlCr) (cfs) (cu ft) (cu ft) {cu tt}
Z1 = Sod FarZ2 r__r 597 358 2902.US r_^ 100:3 358 645
Z2- 35 TypeB=1U
n= 0.016 Ralled = 3.5 5 300 3.18 2.29 922 3DD 622
5= 0.005 10 600 224 1.61 1165 6c6 565
15 900 177 1.28 1304 900 -004
d = 0.226 R 20 12DO 1 45 105 1382 1210 182
25 9 500 1.21 0.87 1415 1500 485
A R C! Tc Tc tota! I f]c 30 1800 104 075 1441 1800 -359
35 2100 4.91 0.66 1457 2100 -643
1.36 0.14 2.09 0.00 5.97 2.90 2.09 40 2400 0.82 059 1491 2400 -909
45 2700 41.74 0.53 15M 2700 -1195
apeak Tor Case 1= 205 cis SD 3000 066 +0.49 1530 3000 -4410 ~
55 3300 0.64 a as 1579 33DO -a rat
60 3600 061 0.44 1637 3600 -1963
CASE 2 65 39DO 0.60 0.43 1740 390Q -21 60
70 420tY 058 042 1807 4200 -7393
Case 2 assusnes a Time af Crsnceritraton Iess than 5 minufes sv that the 75 4500 0.56 0.40 9866 45M -2634
peak flow = 80(318)(Emp. Area) ~ i].[)Q cfs 8[} 48fI0 053 0 38 18W 4$00 -2920
85 5100 0.52 0.37 1957 5100 -3143
90 5400 O.5U 0.36 19W 5400 -341 ❑
5a, the Peak Rrnx for the Basin Os t3te greater oi the iwa flows, 95 5700 0.49 9 35 2056 5700 -3644
2.09 cTs 100 6m 17.48 035 2118 6000 -3882
2Q8' QRAINAGE PONQ CALCUUyTfDNS
Required 26i8' Starage VQlume
= Impervious Area x.5 m I 12 iNft 0 cu ft '
2L18' Stvrage Valume Pravided 0 cu R
[?RYWELL RE4UIREMENTS =10YFAR DESIGN STDR
Maximum Storage Required by BaWring 645 cu R
Number and Type o1 Qrywells Required U 5ingle
1 [}nuble
208' Porod Calculations
Prajsct: Riverwalk 4th Flddition
pate: 05-.[un-96
Designer: S. Murphy
Ups#ream Carryaver Accumul. Rond '208'
'208' Curb orap Imper. 5torage 5torage S#arage Typel Storage Carryaver
Sub-Basin 5tatian R!L Area Rea't Rep't Req't Size Pra►nded Downs#ream
C1 47+70 R 9520 395.7 396.7 12x6fl 414.0
C2 48t65 R 9130 380.4 380.4 1140 383.0
❑1 50+05 R 8201 341.7 341.7 11x56 358.0
a4 51f30 R 13616 567.3 587.3 Odd 718.9
E1 46+76 L 3061 127.5 127.5 15xl 5 135.0
E2 49+74 L 5236 218.2 218.2 19x2a 219.4
E3 51+30 L 465(} 193.8 153.8 14x25 204.0 ~
` Calculated per Figure 18 of Guidelines
" Caeculated per Figure 16 of Guidefines
A 4 faot curb drmp vith a fi° gutter has a capaciry of 4.0 cfs in sump eonddiare
CURB INLET CALGL7LAYlC]N5
Curh 9nlst Daprassion = 2 in.
atandard Gurb Inlet Lengffi = 4 f#.
Upstream Gutter Roughness Reciprocal C]epth Length
Curb Qavp Impervivus Peak Flovv SEope Coof#. Cresss slope af Flaw Required
Sub-Basin Staban RIL Area c f s S n Z 7Jn d" L3a1La" O1{Qa1La] Remarks
C1 47+70 R 9520 1.05 0.0094 0.0160 50 3125 0.95 0.102 10.24 IVeed 2- 5' r.urh urlets
C2 48+65 R 9130 1 01 Sump Cortdraon
D1 50+05 R 82D1 1.83 0.0163 0.01 60 50 3125 016 0111 18.52 Plees13 - S' cur6 inletr.
04 51 +30 R 4324 4 55 5ump Cvradrdgn
E1 46+76 L 3061 0.45 0005 00160 50 3125 0.12 ❑.i]84 5.36 Naed 1- 5' curb inlet
E2 49+74 L 5236 0.99 0.005 00160 50 3125 0.16 0.113 8 T! Nee€i 1- 4', 9- 5' curb inletr.
E3 51+30 L 46D 0.67 5ump Candi4on
~
Calcu9ated per Figure 1 S oi Guidalines
Calcula#ad per Figure 16 af Guidelmes
A 4 faGt ourti drop vyrth a 5" gutGer has a
capac`dy of 40 cfs in surnp condi4an.
GRAYE CAL+C'IJLATION - CQNTdNl10l7S GF3ADE Basirt D3
5tation 17+76R
Q - 0.67 cfs
S = 0.IX050 ftJft
Z = 50
d = ~0.14
w 7.06
grate w= 3.98 W.S.D.O.T. Type 2 Grate
°low = 56
%a = 90 Fram Figure 15 af Guidelines
Q d ivert. = Q. 60 cfs
Q excess = 0.07 cfs
CRA3E CALGULATIaN - CONTINUOUS GRppE 8asin Q2
5tativn 17+76L
Q = 0.50 cfs
5 = 0.0050 ftf ft
Z = 50
d = 0.13
w = 6.33
grate w= 3.9B W.S.D.O.T. Type 2 Grate
°Jow W 63
%Q = 93 From figure 15 af Guidelines
Q divert. = 0.47 cfs
Q excess = 0.03 cfs
2-~o
` Pipe Flvw Cafculativn CB1 to CB2
Flavv 0.670 cfs Out I E 2023.95
❑iameter 1.00 ft In IE 2024.21
Slape 0. 0081 ft1ft
n 0.0240
L. 32.00 ft d/dia A R Q V
Depth of fEowld 0.90 ft 0.90 0.7445 0.2984 1.86 2.50
,
Flawing Fu11 1.0(} ft 1.00 0.7854 0.2500 1.74 2.22
Ccitical ❑epth 0.340 ft 0.34 0.2355 0.1891 0.67 2.85
N❑rmal Depth 0.430 ft 0.43 0.3229 ❑,2257 0.67 2.07
HWc I].529 ft
HVlln 0,530 ft C)LITLET CONTRQL
HWp ft
i
,
1
;
i
Circular Channel Analysis & Design
Solved with Manning's Equation
vpen Channel - Lniform flow
Wvrksheet Name: 95580
CaTament : FRmUDE NUNIBER
Solve Far Actual Depth
Given Input Data :
Diameter.......... 1.00 ft
S1.ope ❑,4081 ft/ft
Nianning's n . . . . . . . 0.024
Qischarge,........ 0.67 cfs
Camputed ResuTts:
Depth 0.43 ft
Velocity.......... 2.07 fps
F1ow Area......... 0.32 sf
Critieal I]epth.... 0.34 ft
Critica]. Slope.... 0.0192 ft/ft
Fercent Full...... 43.10 t
Ful1 Capacity..... 1.74 cfs
QMAX @.94D 1.87 cfs
Froude Number..... 0.64 (flow is Subcritica1)
Qpen Channel Flaw Module, Version 3.41 (c) 1391
Haestad Methods, Inc. * 37 Bravkside Rd * Waterbury, Ct 06708
;
Pipe Flow Calculation CB2 to MH
Flow 1.170 cfs Out IE 2022.39
Diameter 1.00 ft In IE 2023.85
Slope 0.0056 ft/ft
n 0.0240
L 260.00 ft d/dia A R Q V
Depth of flow,d 0.90 ft 0.90 0.7445 0.2980 1.55 2.08
Flowing Full 1.00 ft 1.00 0.7854 0.2500 1.45 1.85
Critical Depth 0.450 ft 0.45 0.3428 0.2331 1.17 3.41
Normal Depth 0.680 ft 0.68 0.5687 0.2935 1.17 2.06
HWc 0.721 ft
HWn 0779 ft OUTLET CONTROL
HWp ft
~
Circular Channel Analysis & Design
5vlved with Manning's Equatian
open ChanneT ~ Uniform flow
Worksheet Name: 95580
Comment. FRDUDE NUMBER
5o1ve For Aatual Depth
Given Input Data:
Diameter.......... 1.00 ft
Slope 4.0056 ft/ft
Manninq'S n......, 4.024
Disoharge.......,. 1.17 cfs
Computed Results:
Depth 0.6$ ft
VeloClty,......... 2.05 fps
Flaw Area......... 0.57 sf
Critical Depth.... 0.45 €t
Critical Slope.... 0.0202 ft/ft
Percent Full....,. 68.29 %
Full Capacity..... 1.44 cfs
QMAX @.94D 1.55 Gfs
FrQude Number 0.46 (flow is Subcxitical)
Open Channel Flaw Madule, Version 3.41 (c) 1991
Haestad Methods, Inc. * 37 Brvakside Rd * Waterburyr Ct 06708
Pipe Flaw Calcufatian MH to Outlet
Flow 1.17(} Gfs Out !E 2019.17
Diameter 1.00 ft In fE 2022.29
Sfvpe ❑.0124] ftfft
n 0.0240
L 260.00 ft d/d ia A R Q 1!
Depth of flow,d 0.90 f# 0.90 0.7445 0.2980 2.26 3.03
, Flawing Fu11 1.00 ft 1.00 0.7854 0.2500 2.12 2.70
Critical Qepth 0.450 ft 0.45 0.3428 0.2331 1.17 3.41
Nvrmal Depth 0.530 ft 0.53 0.4227 0.2591 1.17 2.77
HIIIIc 0.721 ft
_ HWn 0.708 ft OlJl`LET C+ONTRDL
HWp ft
Circular Channel Analysis & pesign
Solved with Manning's Equation
agen Channel ~ Unifar°m flow
Wvrlcsheet Name: 95580
eomment: FROLTDE NUMBER
501ve For Actual Depth
Gi,ven Ynput Data:
Diameter 1.00 ft
Slope 0.0120 ft/ft
Manning's n...,... 0.024
Discharge 1.17 cfs
Computec3 Results :
mepth 0.53 ft
Ve1ocity.......... 2.76 fps
Flow Area......... 0.42 sf
Critica1 Depth.... 0.46 ft
Critical 51ope 0.0202 ft/ft
Percent Full . . , . . . 53.13 t
Full Capaci'ty . . . . . 2.11 cfs
QMAX @.94a......00 2.27 cfs
Fraude Number. . . . . 0.75 (f low is Subcritica 1 )
Open Channel Flaw Modul+~, VersiQn 3.41 (c) 1991
Haestad Methods, Tnc. * 37 Hrookside Rd * Waterbury, Ct 06708
4
~
I
Backwater Caicufativn Sheet - Riuerwalk 4th Addition
Pipe Segmen# MH -Out CB 2-MH CB 1- 2
1 Q 1.17 1.17 0.67
2 Length 260.00 26(].00 3ZQ4
3 Pipe Size 1.00 1.00 1.00
4 n 0.024 0.024 0.024
5 ~Outlet EI. 2015.17 2022.39 2023,95
G In1et EI. 2022,29 2023.85 2024.21
Sfvpe 0.0120 0.0056 0.IX081
7 Barre1 Area 0.79 0.79 0.79
8 6arrel Vel. 1.49 1.49 0.85
9 Vel. Nead 0.03 0.03 0.01
10 TVII EI. 2019.90 2023.29 2024.48
11 Feict. Ioss 0.95 0.95 0.04
12 E ntr. HG L EL 2020.85 2024.24 2024.52
13 Entr. F-fead I+oss 0.03 (},43 0.01
14 Exit Head L+oss 0.03 0.03 O.fJi
15 Dutfe# Ctrl. EI. 2020.91 2024.30 2024.54
Inlet CtrL HW 0.999 0.634 0.634
16 Inlet Ctrl. EI. 2023.29 2424.48 2024.84
17 Appr. Vel. Head 0.00 0.00 0.00
18 Bend Head Loss 0.04] ❑.00 17.00
Junct. HL CoefE. 0.00 0.00 0.00
19 Junct. H€ad Loss 0.00 0.00 0.00
20 HW Elev. 2023.29 2024.48 2024.84
G rate E I, 2026. 96 2026.71 2026.71
Freeboard 3.67 2.23 1.87
~
_ SHEET NUMBER 67
;Ol1NTY, WAS-IINGTQN (lans sheet 5$) ~
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" ElrMRIM R'~~ ~ DRAINAGE
- SUBNI.ITTAL CHECKLIST
PROrECr # S~ SCJ oATE: 6 - 5-
~~OJECT NAME: t`i\vEPWA-,LK
PRorEcT sPaNsvR: -D+~AK) .rEx # .
PRUJECT ENGINEErt: r> 9 • W 4-t PPt-c- , PE7. TET ,V 45e
(Road & Drainage Plans)
PRO JE~T 5[7RZ+'EYC?~t: 'PA'r 1~~, L. S. `i~ - ~ B4~7
{Plac}
PLEASE kRmVIAE A RESFUNSE TD EALH [)F THE FQLLOVVING nEMS.
GFNERAi. rIlUdS
rwL`J~,,F-1ruA0 1. A signeci "AGREEMENT TO PAY FEIES" form has been submitted to Spakane Counry along with any
applicable plat fees, prior to any pre-desagalgresubnaittai meetang
r-s,ffNo0w/,13 2. I have a capy af, and have reviewed the merst recent conditivns of appr~val arid alEECEiN enEs
and condxtian.s of approval have teen incorporated in shis plan submittal.
PRvJECr DFMGN JUNO 6 a
src,3NQ❑ws1:1 1. I have compieted a minimum ef ane pre-design meeixng with 5pokane Coun@P@ AR%g
5ervices Engineers where a,greement was reacheed on drainage design apptaach.
V2COxZI 2. IhaVe included the sesnlts of any geotecllnicaT testing that is required by 1he design apprrrach to verify design
parazneters.
r.LJN.0xra0 3. I have included any required pavememt dcsign calculatians an new Putalic roadways as mquued by the
"SPOKANJE CUi]NTY STA1VI]ARI?S FUR R[]AD AND SEWER CQNSTR[]C'i`Z[7N", lafest editinn.
x,,E:xa[-]K►All 4. The soad and drainage pLim carmply with the°~`~'AI`IDDARD 1tUAD PLAN" requiremenrs fvr plan, profile, and
typac.al crass section etements rontained in"SPf]KANE CO[JNTY STAND.4R.DS FflR RUAD ANL) SERrER
CC1N5TRUCTI{)N" latest eciition except as allowed through agpraved design deviations.
resErKo❑H~A13 5. Tlne drainage repart incarparates the pninim►mi m.quirements for astorm drainage analysis as noted in the GSM
and other items wbicfi are appropriste to demonstrate that the design meets aIl requirements of 4he Spalan.e
County GuideIi.nes for Starmwater Management excepi as alloVA througt► apgroved~ design derriations.
~~IJN,DauAO 6. A camplete drainage basin map with time of conmntratian paths shovvn has been included witfi the detaiJed
hydrology calcuPations. Draunage "basin map shouvs topDgraPli, Proposed e3minage features, and correlate,s ►vich
hydralogy calculations.
vamaQmnll 7. All applicable traffic sigaing requiremcnts are met and have been incorparated'in the plan submittaIl.
' Ya ff
Nallru,e❑ I have inclucied cpgies of alI approved DESIGN DEVIATIUNS vvhich are reqtrirod for this prajeet.
r-L7,zl,v,,ll 9. 'I'he plans and dra%e report are stamped, signed, and dated, and cvntains. the agpFicable certification
SLatCII1eIIt.
rcsL=lhollwaCl 10. I have inciuded a.u adequats eraston e+antrol glan agd appiieabPe stauclard ptan notes.
resffNollwA❑ 11. I have secured appravals from alI applicable autside agencies such as fire districts where applieable and have
included proof af their appro►+als,.
Y.'LINa13mell 12. I have grvVide.d an acceptable means for perpetual ffiaintenance af s7reet and drainage facilities tbat is aoceptahle
to Sgo'kane Cavnty aad have secured and iucluded cogies of any required easements.
sr.ffNo13rrreE1 13. T tsa►+e reviewed the plans, calcuL3ticans and oder submitW data for comgleteness, accuaacy and consistency and
have submiited trvo copies af plans and (1) bovnd drainage report.
~ I1ckp1atv1.0lMay95
/
~
INLAND PACIFIC ENGINEERING - TRANSMITTAL
707 W. 7th Avenue, Suite 200 Spokane, WA (509)458-6840 Fax: (509)458-6844
~ . k.~
" TO: Spokane County Engineers Office DATE: June 6, 1996
1026 W. Broadway . . f . . Spokane, Wa. 99206-0170 I.P:E:C', PROJECT 95580 :
1~vH•$ i,w
ATTENTION: Ed Parry, P.E. PROJECT NAME: RiVerwalk 4th
Addition` ,
. .
r
PROJECT PE-1414-81 `''`-?~°Ji.;, 4
„ f. . . .
Description:
■ Xerox Prints 0 Copy of Letter ■ Submittal Package
■ Original Drawing O Contract Documents O
❑ Work Authorization O Report ❑
No. Copies Description RECEIVED
1 Submittal package and checklist required by Spokane County
2 original sets (6 of 6) Street Plan and Profile Sheets JUN 0 61926
2 zerox copies (6 of 6) Street Plan and Profile Sheets
2 Drainage reports SpOKANE COUNTY ENG►NEEA
Purpose
■ Information O Review & Comments O Per Your Request
■ Written Approval ■ Signature & Return ❑
Remarks
Ed - At the request of our client, please accept and review the above mentioned
information as required under the recently adopted Spokane Countv Standards for
Road and Sewer Construction.
Please let me know of any additional requirements for final acceptance. If you have
any questions concerning the submittal package or its contents, feel free to contact
me at our office.
Signed: `1~«' ~
• SPOKANE COUNTY INTERIM ROAD & DRAINAGE
SUBMITTAL CHECKLIST
PROJECT #t ~ 5530 DATE:
PROJECT NAME: ~\\jE~~~~~ ~4-K ~~biTl~ •
PROJECT SPONSOR: -DEAk) ~`b U-5LEtl (~O' TFT .0
PROJECT ENGINEER: T&bt>R• wA-LQPLC-, PE. TFr Ij 4'~9 -~840
(Road & Dtainage Plaus) AkO&CE-, L • S. 'j'F i H t~-cc 840
PROJECT SURVEYOR:
(Plac)
PLEASE PROVIDE A RESPONSE TO EACH OF ZHE FOLLOWIlVG ITEMS.
GENERAL ITEMS
,reLJN,~ru,►❑ A signed "AGREII4IENT TO PAY FEFS" form has been submitted to Spokane Counry along with any
applicable plat fees, prior to any pre-designlpresubmittal meeting
va12LOwA13 Za~have a copy of, and have reviewed the most recent conditions of approval and any EIS/MDNS requiremencs
and conditions of approval have been incoiporazed in this plan submittal.
. PROJECT DESIGN
vnivo0ruA❑ 1-~I have completed a minimum of one pre-design meeting with Spokane County Development Engineering
Services Engineers where agreement was reached on drainage design appioach.
YauNoaN/AC1 have included the results of any geotechnical testing that is required by the desi a proach to verify design
parameters.
~ d~ 44*~
vnu,v,Orv,►~(~3. J I have included any required pa ment design calculations on new Public roadways as required by the
v"SPOKANE COUNTY STANDARDS FOR ROAD AND SEWIIt CONSTRUCTION", latest ediaon.
nXIr+Ie❑ 4`` The road and drainage plans comply with the°STANDARD ROAD PLAN" requirements for plan, profile, and
rypical cross secrion elements cantained in"SPOBANE COUNT'Y STANDARDS FOR ROAD AND SEWER
CS3NSTRUCTION" latest edition except as allowed through approved design deviauons.
,reaN,awA❑ 5:' The drainage report incorporates the minimirm requirements for a storm drainage analysis as noted in the GSM
and other items which are appropriate to demonstrate that the design meets all requirements of the Spokane
County Guidelines for Stormwater Management except as allov~erd through approved design deviations.
YavNo13we❑ 6! A complete drainage basin map with time of concentrarion paths shown has been included with the detailed
hydrology calculations. Drainage basin map shows topogaPh. Proposed drainage feanues, and correlates with
hydrology calculations. .
YwExo0ws❑ 7.✓All applicable traffic signing requirements are met and have been incorporated'in the plan submittal.
YaMo13ws❑ S! I have included copies of all approved DESIGN DEVIATIONS which are required for this project.
YauN,Orue❑ 9~ The plans and drainage report are stampefl, signed, and dated, and contains, the applicable certification
statement.
Ydur~o11we❑ 10,I46ve included an adequate erosion control plan and applicable standard plan notes.
vad►ve13x1e❑ ve secured approvals from all applicable outside agencies such as fire districts where applicable and have
proof of their approvals..
vdurOwA❑ tl~in!luded
12--I-have provided an ar.ceptable means for perpetual maintenance of strcei and drainage facilities thaz is acceptable
to Spokane County and have secured and included copies of any required easements.
v.urro0wA❑ 43- . I have reviewed the plans, calculations and ather submittal data for completeness, accuracy and consistency and
~
have submitted two copies of plans aad (1) bound drainage report.
✓ ~~ddev~.uM. -b k~r,~ rA ' "$j ~ ~
T`- I:..,:~crstand that the requixements nated abvve are the mLnimum requiremcAis necessary ifl Perform a cursveY review pf [he paraaecc
' plans, and thac adcfieinnal infQrmation should be inciuded with dns submittal as necessary.
I understand ihat this submEttal wall be checked for compietene5s prior to rewiew, and that it wiU be returned for ftu-ther mfarmation
if Tt is fvund ta he incomplete.
I understand ttat fhis submittsl we12 not 6e accepted For reoiew (and placed on the review iist) intil a!1 required informatian has
been submitted.
Form completed by the responsihle Engineer: T&t~. b 9. Wt* t PPL-G fT>.
Gomgany: Fl L. ei-76t t L~l U~r (20
.
Addre,ss; ~ ~ ~0 -7 `T AA 5uj,.-TeF 2co UJA q9 Zt~
bate Zip rvde
:
FtJR SFt]T{AI+E CUC]NTY i7SE ONLY S[J13MITTAL: Accegted far review.
Returneci for su6auittal af the fofl4u+ing:
GENEItAL TMM
PROJECT IlESIC'rN # :
RF.SUBMI77AL ITEM
Form remmed ep;
Compaay: . . Actdress: . '
Date:
By:
Spokme County Public Woft F)evelopment Services .
Z0615 : At ~ /00'f~'~ ~ ~ ~ O~.
C7F5--Ak ~
I/ckplatvi.0fMaY95 2
~
4
~
~ 2!>46z'~
~ E7tPfRES 9/24
j
R/W R/W ~
QRAIhIRGE EA.SEAAEN7 AS SPECIFIEp OAk P1AN
TDP QF B£RM ELEV,= .g' BELOw ThIE NORMAL G[JTTER
7OP C3F CURB E1.E11. uNE ELEvATID1J OF THE LdWE57
+.20' CURB DROP Ta THE Pfl1da
- NQRMAI:. FLOI.LED
3 MW(. GUTTER UNE -\CURB ~
GRATE ELEV,4T1tJN :
3 t~A}(. 4:1 (TfP)
.50' ~ ~ ...^r.a` .//.~`4~/✓~/
DRAINAGE STRLJCTURE
4 1"FitCk P.C.C.
WHE~~ 5Hf3WN pEV PLANS \--CQNCREI'E APR0N
- GRASS TURF INSTALLEQ CflNCURRENT
WITH OGCUPANCY C3F ADJAGENT HOU5E
TYP1CAL '208' PON D RECEIVED
NoTES: SECTIONAL VIEVV JuN a 6 19%
PRaAoE FitTER FAeRiC (AMaca 4545 nR EOuAL) SEPNEEN (No`r Ta sca,Le)
COUNTy iENGINEER
THE NATIVE SOfL AND 1'HE WASHED ❑RAIN RaCK AND BETWEEN S'PDKANF
THE WASHED DRAiN ROCK AND THE DRYWELL BARREL.
~ S~CPsLE: 1"=2[~' to IINL►d►ND 1
C~~SS SECT~~h~ PACiFSc
RIVERWA~LK 4TH AQI~ITiDN ENGlNEERING
~S 96 - 709 West ~ • s~.~tce z+~ (509) 4sg--s~a
3
~ " I I ~ ~ spokane. wA 992G4 Fwc: (sera) 458-6844,f
~ A
RE~~~~~~
JUN 0 6 as
R/W SPUKANE COUN3'Y ENGWEER
i
DRAINAGE EASEhAENT A5 5PEG4FIE[3 C7N RLAN
TOP OF BERM ELEV.= .5" BELOW THE NORhiAL GlJ11TER
79Pr~VryO,F CURB ELEV. uNE E~VA7IDN oF ~E LO~niES`T
+ .i' ~`.UR6 [}R4P T4 7HE PONp
Na~MAL ROuLEa
3 MAX. , currER uNE -\CuRe
GRATE ELEVAx14N 4:1 (TYP)
3 MAX. .50° ' ,~i,~'i~%
+ ~ GONCRETE APRi3T~
4 TH1Cf( P.C
" P.C.C.
- GRASS TURF IidSTALLED CONCURRENT
YVITH 4CCUPANCY OF RWACENTi HOUSE
lYPI'C:AL '20$' P'OND r~Q~~
SECT! ONA I EW .
(NOT rO SCALE)
25461
~ EXPIRES 9/24/ ~
~
`
~ SCRLE: 1'=20' INL1dIND
208 CROSS SECT1ON P►acIFic
LK 4TH ADD1TiON ~ ENaINEERINa
R IVERVIIA
aoa wBSt 7tr, • suite 200 (509) 458-680
3 .
l28I95 ~ s~a~, w,a 99~4 Fnac: (~s) a~-sa~ai
~
cr.
ui
w
~
uj
z
LAJ
z
64.74' - LU
L►,I
~ ~ ~
~Z,) 4 64'~
~
~£xklRES 9124/
7 `t
~ cy
03 0
0
PON D E2"
---r~ j~
14 .5° ~
F+M1 1~1 _ 95'.. .............ti
6C3UNDAFtY OF LEVEL 10' 11T1L11Y-
I I v ' '`FU4S BOl'TOA! AREA EASEMENT
v -
!
b~ 1~
---~--f-----4---°' - - - -
g ~ PR4P45£D ~]RAtN~AG~""~ _
EAsEMEParr
I 5 ~ a~s I 55.76•
, ~ PROPER7`( LIIVE
CURB 9NLET ~ T'(PE ,.R' GURB
TYPE 1
STA 49+83
T.C.=2022.75
RIVERWALK LANE
aCALE: 1"=20. f'OND BOTTOM E'LEV.=2021.92
` BERM ELEV.=2022.95
I NLANa ~
LOT 7,BLOC K4 PAcIFIc
RIVERWALK 4TH ADa iTION ~ENGINEERING
707 westc 7th • suftc 200 (509) 458-BM
' ` DATE: 3/26/96 ~ ,,!~okana. wA 992G4 FA7(: (509) ~-W"Of
~
RGVEIVEQ
~ 6 IM
SPOKANE CQU1VTY ENGifVEER
RI VERINALK LANE
CURB INLEf TY'PE 2 C~JR~ E~IL~°i'i TYPE 2
TYPE "R" Cl~RB S~i~`47+2~Q_BT._ STA, 47+7i] RT.
~ T.C.=20~4.19 - ` J.C.=2023.84
_ s ~,k~ .•~n: r~'.
8OlJNf]ARY flF LE'VEL
fIAY 80TfOM AREA r..-..~.
~ i s• s s
PROPDSEd DRAINAGE
F-ASEMENT / ~ ~ ~ ~5'-~,o~o
~v f ~ •---._..z.. °~.._.._.,_.._._~.J v Is.s
o 70.57' .
C 1
F'~41~~7
z - = r r~
~
9
.
16' S1DEW'ALK,
LITILIFY EASEMENT,~
~
r ~
~
PROPERTY LINE
. w
A
~`i". ~
. ,~v.,•
r w~
1Ehw1'2E5 9124/ ~
SCALE: 1'=20' PONQ BOTTflM ELEv =2d23.01
~ BERM ELEV.=2024.44 ~
~ ♦
~ INLANC7
LOT 9, BLOCK 3 PACiFic
R IVERWALK 4TH ►4C) DITI ON ENGINEERINC
707 Htast 7th • 5uite 200 (549) 4W-6840
, DATE: 3/03/96 Spokarte, YYA 99204 FAX: (509) 458-6844
RECEIVED
0 6
JUN
SPOKANE C
OfJNTY ENGINEE
R
sPoKANE coUNrY sTANaARO A
% ~
rrPE "B" aRYwELL wITM
TYPE 4 METAL FRAME & GRATE
STA, 48+43.2 i 27.91' RT. x '
GRATE ELEV.-2422.44
EXPif{E~ 3/24
] . .6
CUR8 f€~LET Te`f'E 2
TYPE "R" Ci1RB 16' sIl]EwALK & •z 57A. 48+64.89
UTILIIY EASEMENT T.C.=2023.17 ~
Z
t7~41
~ •~0 y-
BOUNOARY OF LEVEL 5.
FLAT BQTTOM AR ER
~ ~ • ~
PRt]F'OSED ❑RAiNAGE - _E "
F-ASEMENT 719 27' s L r~~~ w~ • ~ i P~
P OND ?p C2'y
00 0
lcq
~N ti r ._.-10' uriLirr
Y'1 ¢ EASEMENT
-
.
°
3 10
►
. ; ~
110 35'
PRQF'ER1Y LINE
SCALE: 1"=20' POryO B(]TT(7M ELEV.=202 1.94 -
` 6ERM ELEV.=2023037 ~
INLAND ,
LUT 10, BLOCK 3 PACIFlC
RIVERWALK 4TH ADDPTIt]N ~ ENGINEERING
707 West 7ta, • Suite 200 (509) 458-ss4a =
DATE: 3/03/96 ~ aSpokane. wA 99204 FA3t: (509) 458-684+~
lf*O ~
RIVERWALK L4NE RECEIVLD
JUN 0 S W5
sPOOwE coUNrr ENcINEER
cuRB i~LET rrPE 2-,
sTA. 49+80
r.c.=2022.79 cu~~ ~NLEa rYPE 2
srA so+cas
T C =2fl22.38
CIJRB INLET TYPE 2 TYAE
STA, 49+6[} CURB
T.C.=2023.00
16' SIC7EWALIC $c
PRO€'ERTY UT@LITY EASERAENT
LINE - _ - - 3
~ ~ ~ r....., 5~_.._.. 140.65`
.
~ ~ • ~ ~ ~..4.~ ~ - - - - ;t = -
TYP.
L..~. 5F.'_.._.._..~ . V
sss1'--~~-
~
PON D " D 1" - PR(7P~3SED QF~,,IN,~GE
EASEMENT
~ ► - BQUNDARY dF LiEVEt
FLAT BOTTQM AREA
~ r \
17 ~
r
<4
1
I
1
L 10' UTILI7Y ~ 122.4a,
EASEMENT .
.
,
2 W2
ZONAL
SCALE: 1".r20 ~ ExPIRES 9/24/'-* POND BQTfOAA ELEV.=2021.55
~ BERM ELE11.=2022.58 ~
I NLAND a
LOT 17, BL~CK 3 PAGIFIC
RIVERWALK 4TH Aa QITION ENGINEERINQr
• 707 west 7tn • suito 200 (sas) asa-ssaa
;
~ , DATE: 3J26/96 ~ ~Spokon@, rrA 99204 FAX: (509) 458-8$44
64.86'
' ,aL
9/24/~ t
RECEIVCD
L ~
J UIN d 61996
N
W r~
SrryVKANE COUry~ ENGINEER
O ~
~
pON[7 "E1„
F.~T
B.S. . . 1,461. a ~
. 1
8C3U~i]A~{Y OF LEYEL p ~
1[}' uTILITY- FLaT eOTFvM aREn N
E
RSE~IENT PR~oPoseD Dr3.ww~cE ~ 1 - -
EASEMENT - ~ - ~ - _ -
I' PRO?ERTY LINE ~--1 ~ 7•5 1
53 TYP. ~ y
L=2;5.2ti'
5' CLDRB INLEiT TYPE 1 ~~PE CURB
STA. 46+75.7~ LT.
T.C.=2024 43,
r
RIVERW1~~K LANE L______----______________~-___
1
i
. scALE: 1"=20• P4N❑ ao~OM ELEV.~2023.60
BERM ELEV.-2024.53 ~
a
10 ~ 1 NLAND
LOT 2, B LO C K 4 PACIFIC
DDITIO N ~ ENGINEERING
RIVERWALK 4TH A
707 Wast 7th • 5uite 204 (509) 458-SM
~ 6AXE. 3/26/9 fi f~!p°kanc, wA 99204 FAx: (509) 458-88#4~
~
ui
LL)
Z
ui
, • 60.22' z
~ ~ ~
Lu
~ • ~ cc
cn
~ p
KrAL
[EkPfRES 9I24
3 n~
a
0
w
POIVQ piEIor
:5' lYP.
PRC1P05Ea DRA1NAGE - - -
~r ~ .._.1.2 ' -1
EAS'EFA~~IT ~ a 5~`~.... ~ .
BOUNC]ARY {7F LEVEL ryT ~
FLAl' BC7TfdM AREP, - - - ~ ~ ~ ~ ~ ~ - - - ~
i - 5
L J
5 t=72.97' y
t
r ~ PROPERTY LIM1IE TyRE "R° CURB
5' CURB kiVLV TYPE 1
STA 48+75.74 LT.
T.C.=2024.44 RIV'ERWALK LANE
3
s
~-----_w_______-_a____-----------___________-__e______
.
~
SCAL.E: 10=2a' PQNQ BOTTOM ELE1.=2023.6[}
v~ BERM ELEV.-2024.63 ,
1 ♦
INLA'ND
LOT 3, B LOC K4 PAciFIc
TI n N ~ ENG1NEERfNC
RIVERWALK 4TH AaDI
~ 707 Wsi 7tE, • 5s,3te zoo (509) 4-%-6840
~ DATE. 3126/96 f vSpoka"e• WA 99204 FAre: {509} 45a-684
f ~
"
0 ~
• ~'~Y.~°d '
61.25° Avt
f~ : ~.~~']~`+.:s ~ ,r•°`S/
~
FFyP ir;E~• 9/~4r+'
~
w
4 Q
cc ~r
LU co
0 = c~
Lu
' a: ~
v 6 'pNp t/J
W C~;
Sd
PON D „ ~2"
~ 1
. . .
-1~1' UTILITY PROPOSEq 1}RAfN4GE ~ 5'
FASEMENT EASEMENT
$OLINC3ARY QF LEVEL-, - , ~
FLA3 BOTTOM AREA
L = 72.97'
~
~ TY f4~ 5' C11R8 INLEf
PR~PEF~ ~ TYPE 1
TYPE "W CURB STA. 49+65
T.c.=2022.96
RIVERWALK LANE
SCALE: 1" =20" Pt7N❑ BQTTCIM ELEV.=2021.92 -
~ HERM ELEV.=2022.95 ~
INLAND ~
LOT 6 , BLC~CK 4 PACiFIc
RIVERWpLK 4TH ADDITION ENGlNEERI'NG
~est 7t, . ~uite 200 (509) 458-6840
r
~ DATE• 3I26/96 ~ r,Spoko"e• wA 99 ao4 Fr)c: (509) 458--6844
r RECEI'VED ~
JUN 0 fi ~
IVERV~AIL~( ~NE S~iG4tVE ~C~pUNT""~ E~lGI~IEER
16' SI[]F4VI~L~C ~R SP(3IG4NE C43UI~lY STARIDAR[J
LJTILITY EA~EFAENT TYPE "Y` C]RYN►ELL WITH
TYPE 4 MEfAL Ff2AME & GRATE Cl1RB IWLET F't'PE 2
1YPE °'R" CURB ~ STA. 46+(]0 28.5' Rl`. STA. 46+37.77-CR
GRATE ELEV.=2423.58 1`.C.-2424.31
- ~ • r
r
PRDPdSED oRAINAcE , ~ .t - - -
EASEMEPIT .y..~ ..~..i..f.y..~.. <
~
_ _ • ~ ~ = 4 ~.P. .i . ~ e ~ 8 ;5. ~ _ ~ w ~ ~ ~ ~ ~ ~ C)
z'r
t . ~ G7
BOU~IDARY 4F LEVEt
FL.4T BQTfDM AREA ~
z~.ss• az.as, Z
s ~ POND m
co z
~ :co m
8
~
_ . _ 9 ~
f i•----~,q . .~r_.
! 9 ~
. ~
. i
i
~
- 1 10.'Q(3, . ~ ~
!
~ PRaF'ERTY UNE
1 0° [1TiL1Tr'
EASEMENT "
- ~
~2 _
~ ~ .
P~]{~D B£l1TQM EI,EV =2023.08
~ SCALE: 1°=20' BERM ELE~1.=Zfl24.51 ~~t~S 9~~1 ~ J
~ INLAIVD ;
LQT 8, B LOCK 2 PACIFIC
R'IVERWALK 4TH ADDITION ~ EIVGINEERING
707 west 7tn . suite 200 (sos) 458=6840
r
` DATE: 3I03/96 ~,,nkane, wn 99204 FAx; (5,09) 458_6844
11
~ -
• r
a ~ 0 10` LJ'TILfTY ~
~ ° EASEME1JT ~
1 :tP ~
4+ 0
S 4 e~
l
N~'~-T'YPE "R" CURB o[~
i
PRoPERfir LINE
5PQK4NE CLIUNTY STANDARD m m
0
TYRE "E" ❑RYWELL WITrf n Z
Pr PON D TYPE 4 META9~ FFi~1ME & GRATE ~ ~ ~
i 17 47 ' STA. 13+55.16 45.68' RT. 1
~12ATE ELEV.=2026.30 m
r -
~ I ~ a
f r •
1 24' ~ C1JR~ II~lLEf ~E 1 rmr,
ta .
1
~ 1as.s0s STA. D+55 ~
' T.C.=2~]27.Q3
r
r PROPOSED DRAINAGE- ~f ~
i Fa4SEMENT
; BOUNDARY OF LEVEL
o FLA7 B017C1 M AR E1'1
~ 2b462~
. ~
. ~
-
- ~Ei(RKS 9/24~ ~
SCALE: 1"=20' P{3ND BOTT(3M ELEV.=2025.80 ~ E3ERM ELEV.-2027.23 . ~
INLAND ~
LQT 4, B LOCK2 PAciFiC
~ ENGINEERINQ
RIVERWALK ~TH ADDITi ION
. 70 west 7t, . Supc4 200 (509) as$-Wao _
~ DATE. 3/03/96 5~kano, ~vn-9$2v4 FA~[: (509) a58--6t344
J
~ C=2
(C)
Zn~
✓ N
f ~
~a
~ W
~ &
W
SCALE: 1" =20' BOUNDARY OF LEVEL
~i+ 2 l0 POND of FLAT BOTTOM AREA
PROPOSED DRAINAGE
^EASEMENT
,
:
yo 94
~ 3 ~ -
<
r •
r i
r ~ ~ ~ ♦
x J' S'
>1
CURB INLET TYPE 1
STA. 0+55
T.C.=2027.03
1 :o ~ 04
~
10' UTILIIY
r ~ I J EASEMENT
r '
~ y
i
~ 11 PROPERTY
(V 157.92' ► , ~ ` LINE
r
POND BOTTOM ELEV.=2025.80 TYPE "R" CURB
` - BERM ELEV.=2027.23 ~
~
`
I NLAND %
LOT 3, BLOCK 2 JUN 0b '°.1% JUN 0 6 1~6 PACIFIC
RIVERWALK 4TH ADDITION .--'~COUfdTYEl~~~t ~ ENQINEERINQ
SPOKAA~ECS~N~+ GraG;~_}►,, - 707 we.t 7tn • suite soo (sos) ase-seao
~ DATE: 3/03/96 0/`spckane. wn 99204 FAX: (509) 458-6844'
AAdertdumto mr-uti11ED
ATt'A~~ "V .
~~TAILEn nEscxIPTIoN aF waRc FEB 29 1996
itii+eriwalk P.U.D. 4th Additios (38 lots, v~ith-1,85a 1,f of pri►~ate road, at~d 1,9951.f, of s~w. . E.
, •
a)_ ne fallawing services are hereby addei ta the W[]RK AUTH~RI7A"I`IQN for Riverwallc P.U.A. 4t.h
•`Additiaq Basic Sensices Sect;ion B. Inspectian by TPE persannel or ather agency persnnnel shall not
reIieve the contractor af'his respansibiIity to canstruct the facilities covered by this agreernent tv the Iine
and grade shvvm an the apprQVed plans or as staked by the engineer.
I. 'I'he scape of these cansitruction engineering services includes:
A} Peri❑dic v'bservarion and reporting of specifie corasstruetiora actzvixies on tws project which
incIude; SeWBt'CA115tILlCtii7I1, BA.seS, Subgrade, Favement, Cancrete Curb and Gutter,
5idewalcs, and Storrn Drainage;
B) Maintenance of all cortstrructivn records related tv constructiori a+ctivities outlined in
paragraph "A" aboVe, which may incIude; daily inspectivn regorts, rnanufacturers'
certificativns, miaterial test reports, and correspQndence;
C} A.ssur'ance that the r,cc3nstruction of the rvads and sewer is according ta the approved plans
accepted by the Spakane Caunty Engineer, Spvkane County Generai Prvvisions, the
Standard Specificataons, and ap,plicable pQRions ofthe WSDOT Ganstructivn Manual;
~D) Uevelopment of Fpst Constructivn Ftecord Drawings fvr S$wer, Street and Storm
I]rainage Facitities; it is undersfoad the facifities inspected by firms ather than IFE will be
, certi.fied by those firms in a form accepta.ble to Spvkane County,
~ -
E) Cvordinativn of t'he testing of constructaon materials for cnmpliarcce to the plans
accepted by the Spokane County Engineer, Sgcfkane County General Prvrrisions,
; the Standard Specificatians, and applicable partions of the ►~SDOT Canstructivn
, Manual. Aetual materials xesting to be pezformed by nthers and biBed sepa.rately
firom Triland Pacific Engineering bilting.
j 2. Prior ta acceptance v£the roads and drainage facifities b;► Sgokane CoUn#y, the Engineer shall
svbmit all ydanstructian secords and the Record Y]rawing to the Spokane Caunty Engineer.
1
~ The services described herein wi[l 6e perfarmad pmeedwlmd billed vn the basis of time and expense as
, outIined in AttacFiment "p". You should budg #$1 I,400.(~0 c~r the scope of ser~ces outlined above on a
, vne time basis. -I~~ - Hvusley Company agr o r' to IPE or arrange for appropriate
cerkif`ications frvm other firms and to include pr-vvisions in their canstcuctivn cvntracts to back charge
their contcactor for the cost of IPE serdices whic'h may be req,uired For re-inspection vr re-testirg of
€acilities wWch faiied to meet tt►e require.d standards. Bilhgs for said re-inspectivns RRO&VED
s
I 1 identified vn IPE's billing to Dean - HaUSley. Dean - Housley will be responsible ta back char e their
cvnfiractar. ~ ~ ~ ~ 6 U
, Accepted: Wand Paci£c Engineering Accepted: Dean - Housley UNTY 9N6nytff#
;
by: 1t1e Gr Prd'L by: C:L,, 4--~jjtle
~
date: date: 2- 2~-C-
the occupants of surrounding propercy. No ilfegal, illicit, noxious or offensive activity
shall be carried an within the Community, nor shall anything be done tending to cause
embarrassment, discomfort, annoyance, or nuisance to any Person using any property
within the Community. Without limiting the generality of the foregoing, no speaker,
horn, whistle, siren, bell, amplifier or other sound device, except such devices as may be
used exclusively for security purposes, shall be located, installed or maintained upon the
exterior of any Lot unless required by law or unless specificaliy approved by the
Architectural Review Committee.
6.11 Unsiehtlv or Unkemnt Conditions. The pursuit of hobbies or other
activities, including specifically, without limiting the generality of the foregoing, the
assembly of and disassembly of motor vehicles and other mechanical devices, which
might tend to cause disorderly, unsightly, or unkempt conditions, shall not be undertaken
outside of homes or garages. Garage doors shall be kept closed at all times unless they are
in use. In addition, the storage of equipment, machinery, constructions supplies or any
similar material on a Lot outside of the home and garage constructed thereon is strictly
prohibited except as required during the remodeling or refurbishing of improvements on
such Lot and then for not more than sixty (60) days.
6.12 A.ntennas. No television or radio antenna, tower, satellite dish, or exterior
antenna of any kind shall be placed, allowed, or maintained upon any Lat or any portion
of the Community without the prior written consent of the Architectura! Review
Committee. Each Owner and Occupant acknowledges that this provision benefits all
Owners and Occupants and each Owner and Occupant agrees to comply with this
provision despite the fact that the erection of an outdoor antenna or similar device would
be the most cost-effective way to transmit or receive the signals sought to be transmitted
or received.
6.13 Iree Removal. No trees that are more than six (6) inches in diameter at a
point three (3) feet above the ground shall be removed without the prior written consent
of the Architectural Review Committee. Notwithstanding all of the above, no consent or
approval is required for the removal by an Owner of any trees, regardless of their
diameter, that are located within ten (10) feet of the Owner's residence.
6,4M•. ga.e. Catch basins and drainage areas are for the purpose of natural
flow o~~t~ only. No obstructions or debris shall be placed in these areas. No Owner
or Occupant may obstruct or re-channel the drainage•flows after location and installation
of drainage swales, storm sewers or storm drains. Declarant hereby reserves for the
benefit of Declarant and the Association and their respective successors and assigns a
perpetual easement across all Common Areas and Lots for the purpose of maintaining or
altering drainage and water flow.
6.15 Sieht Distance at Intersections.. All property located at street intersections
shall be landscaped so as to permit safe sight across the street corners. No fence, wall,
hedge or shrub planting shall be placed or permitted to remain where it would create a
Riverwalk.C C Rs page 16 oj32
9 14078 14964-2 AV2031 DOC 7111195
<1
~
~
~
TNL.~~~ ~~~IF~~ ~NG~~ERING COMPANY
707 W. ")th Avenue, Suite 200 Spokarte, WA 99204 (5179)458-6844 Faac (509)45$-6844
i~' "
TO: ~y-owig I~ . '0""
1J1-LTLr. le
I.P.E. FROJECT
ATTENTION: FRQJECT NAME:
DeSCr1pt1fiJ1'1
~ Xervx Prints ED Cvpy of I.etter
0 Original Drawing = Cvntract Uvcuments ~
~ Work Authoria,ation ED Repark ~
No. CoFies Description
_f - I&' I ~ 46wuw
Purpose
E Tnf`brmafivn = Review &Cvmrnents C~f'r Yvur Itequest
ETVritten ApprvvaT = Signature r& Return ~
R€:mc3rk5
r i~ ~l~r~-r~J~ ~iir~~
Signed: cc: _
rr ~TMsMr vMs
Ito
March 27, 1996 INL►4ND PACIFIC ENGINEERIiNG, INC.
IPE VV.Q # 95580
Mr-. Ed Parry, P E.
Spvkane County Department of Engineers
1026 W. Broadway
Spakane, Wa. 99260-0170
RE: 1tiverwalk 4th Addition Private Road Paveinent I]esign
Dear Ed'
The final plat known as Rivenwa1k 4th Addition will be reviewed and approved under the recently
adopted "Application Procedure" as described in 5ections 5.01, 9 Ol -9,10, and 10.0 l - 10.03 of
the 1935 Snokane Countv Rmad and Sewer Constnaction Standards. The private street section
will be designed vvithin the parameters set fvrth in the SDokane Countv Interirn Pa►rement T3esian,
May 1995
Rivervvalk 4th Addition (A Plaryned Unit Ueve1opment) is a 12.98 acre, 381at subdFvisivn located
in the S 1/2 of the SW 114 and Gvvemment Lots 5and 6 of Section 8, T.25 N., R. 45 EWM.
Sheet 67 of the Saii 5urveu of Snokane Countv_ Washinetorr (capy attached) snaws the svil types
to be GgA (Garrison graVelly lvam, 0 ta S% sideslapes), which is graVelly, medium-textured ,
svmewhat excessiVely drained soil and has maderately rapid ,perrneability, GgB (Ciarrisan gravelly
loam, S f❑ 20°In 51de5I0p85), Wh1Gh 15 Slt]31IaI' ln ChafaCtel`dSt1C5 to GgA th15 SoII gIp11p ha5 8 5UI'faCe
layer thirsner than GgA, and Rh (RiVerwash) cvnsisting of gravel, cobbles and stones, with very
little ar nQ fines.
W ehave chasen ta design the interiar pravate street pavement sectivns wAthin Riverwalk 4th
Addition by using the i]nified Soil Glassification matnx for Loca1 Aecess Pavement 5tructures.
The soil classification was cvmpleted by ACYRA Earth & Envirvnmental and wi11 be referenced as
park of this repart. (capy attached)
The dual soil classificatian for the samples attained indicates a sange from GW, weii graded
grawela, and graVei - sand mixtures wiih 1itt1'e ar no fines tv GM, silty gravels, gravel a sand
mixtures.
'Fhe nvrth half of the P.U.D. has 211 lots with three access paints antv Tndiaaaa Avenue. Thirteen
lots of the 211 total lvts will have access antv Indiana directly, There are two access points
secving the Family Village portivn of the P.[7.D., which has a total lat count of 102 The average
daily traffic is estimated at 10 trips per day per lot Therefore, (1 021ots x 10 tripslday = 1020
aVerage daily trips.) Ifthe average daily tfips are evenly distributed between the twa access
paints vnto Tndiana, the aVerage daily trips can be reduced to 510 trips per access point at the
time of total build out of the Riverwalk praject.
707 West 7th ■ Surte 200 202Q Lakewewd Drive • Suite 205
5pokane, WA 99204 Cneur d'Alene, !D 83814
509-458-6840 • FAx 509-458-6844 208-765-7784 • FAX 208-769-7277
Pavement Design
page 2
The required section according to the soi1s matrix 1s hard ta define as a dual soil classificatiarr was
not addressed. An interpvlation vfthe rnatrix would indicate a2" Class "B" Asphalt on 711
Crushed Rack Top Gaurse as reflected on the plan set If yvu have any questians ar camments, or
need further infarmaticrn, please let me knvw.
Sincerely,
Inlan pacifac ineering, Inc.
wAS
i
Tvdd R. Whipple, P.E.
cc: Fi1e
NAL~
~ EXWfiiES 4/24/ ~
I m
fI~LANC3 PACIFIC EI~~GINEERING, INC.
March 27, ~ 996 ~ EC'E !IVY
TPE W.O. # 95580
F~ECEIVED MA ~ 19~~ 000
II~T. Ed PaT['y, P.E.
Spokane County Department of Engineers JUN 46 N6 S NE COUNTY ENGINE~R
1025W. Br❑adway
~~~kane, wa. 99260-0170 sPOwAr~E COu~ ENGINEER REC'~IY
8 W~
RE: Riv erwalk 4th Addition Private ltvad Pavement Design XECMTYEWMEER
Dear Ed: The final plat known as Riverwalk 4th Addition will be reviewed and apprvVed under the recently
adopted "Appfication Procedure" as described in Sections 5. 01, 9.41 - 9.1 0, and 10.01 - 1O. 03 of
the 1995 Sookane Countv Road and Sewer Construction Standards. The private street section
will be designed wbthin the parameters set forth bn the 5Dokane CountV Interim pavemern Desian,
May 1995.
Riderwalk 4th Additivn (A Planned LTnit Develapment) is a12.98 acre, 38 ]ot subdivisivn lvcated
in t'he S'/z afthe SW 114 auid Gawerninent Lvts 5 and 5of Sectian S, T.ZS N, R. 45 EW1uI.
Sheet 67 of the Soil5urvev of SDokane CountV, Washington (cvpy attacheri) shaws the sail types
- to be GgA (C,arrison gravelly loam, 0 tv 5% sideslvpes), wtuch is gravelly, nnedium-textured ,
somewhat excessively drained svil and'has mvderately rapid permeabilit}+, GgB (Garrisan gradelly
loam, 5 to 20% sideslopes), which is similar in characteristics tv GgA this soil group has a surface
layer thinner than GgA, and Rh (Riverwash) cansisting of gravel, cobhles and stQnes, with very
little or no fine5.
We haVe chosen to design the interior priVate street padement sectivns within Riverwalk 4th
Addition by using the iJnified Soil Glassificatian matrix for Local Access Pavement Structures.
The soil classification was completed by AGRA Earth & Environmental and vvill be referenced as
part of this report. (capy aitached)
The dual saii classification for the samptes attained indicates a range fram GW, well graded
gravels, and gravel - sand mixtures with little ar na fines to GM; silty gravels, gravel - sand
mixtures.
The north half of the P.L] D. has 211 lots with tluee access points tantv Indiana Avenue. Thirteen
lots of the 211 totallots will have access onta Indiana directly. There are twa access paints
serving the Family Village portian of the P.T.T.D., which has a tatal lat count of 102. The average
daily traffic is estimated at 10 tTips per day per lot. Therefore, (1021ots x 10 tripslday = 1020
average daaly trips.) Tf the average daUy trips are evenly distributed betw€en the two access
paints antv Indiana, the average dai1y trips can be reduceci to 510 trips per access point at the
time of total build out of the RiVet-walk praject.
707 West 7th • Surte 200 2020 Lakewcpod DriVe • 5wte 205
Spokane, VVA 99204 Coeur d'Aiene, ID 83814
504-458-5840 - FAk 509-458•6844 208-755-7784 9 FA7t' 208-754-7277
-
Pavement Design
page 2
The req,uired section according to the soils matrix is hard to define as a dual sail ciassificativn was
nvt addressed. A,n interpolation of the matrix would indicate a 2" Class "B" Asphalt on 7"
Crushed Rock Tnp Course as reflected an khe plan set. If yau have any questions vr carnments, vr
need fuFther iryf'arrrnation, please let me know.
Sincerely,
Inland Pacific Engineering, Imc.
BR1Ce A. HflVlraCd, E.Z.T.
CC: F118
JUN-12-1996 16:04 TNLRID PACIFiC ENG P,01
lroz~
R,ECEIvED
INI..AND PACIFIC ENGINEER1NG. INC. JuN 12 1996
March 27,1996 ~
IPE W.O. 0 93580 Past4i" F8x Noie 7671 CLM Paw
Mr_ Ed, Parry, P.E. ~ ~CO ►
Spokane County I]epartmen4 of Emoeer5
I U~~S W. '~ro~.dway ~ • ~ •#~'4 ~+~i~
Spolcane, Wa. 99268-0170 Fax#7Z*•f 7`/~ M€~` ~
RE: Ra►+erwaIk 4th Addifian Prii►$te Road Favement Design
I]ear Ed:
The fizW plat knvwn as Riveruvalk 4th Additian wi11be reviewed and appcoved uader the recently
aflopted "Application Prccedure" as describcd in Sectivns 5.01, 9.01- 9. 10. and 10. 0 1 -10. 03 of
the 1995 Smakane Couirtv Raad aad 5ewer Consttuctian St,a.ndards. The pravate street sectivn
will be desigued withia the paranetexs set fort?r in the 5pdkane Cauatv tmerim Pavernent Design,
1VIay 1995.
Riverwallc 4th Addition (A Pdanned Unit Developmerit) is a 12.98 acne, 381ot subdivisiaa lncated
in the 5' of the SW 114 and Government I.ots 5 and 6 of Sectian S, T.25 Ri., R. 45 EWM.
5bee'[ 67 of the Sc►il Survev of Spolc$ne County_ Virashin+n (cvpy attached) shflws the soil ty►pes
tv be GgA (Carfisan gmvelly ivaan, 0 tv 5°l0 sideslapes), which is gravelly, medium-textured ,
somewhat excessiwely drained soil and has mvderately rapid permeability, GgB (Corrison graveliy
Ivam, 5 to 2[}1/o SideslopeS), whieh i5 Similar in Gharacterist1CS tv GgA this svil group has a 5urface
layer thinner than Cgf, andRh (Rairrerwash) consisting of gravel, cabbles and stones, with Very
]itt1e or na fines.
We h$ve chasen ta desigm the iriterior grivvate street pavement sectians within Rive.rwalk 4th
Acldition by using the Udfled Seil Classif cativn mea.ttix for L.ocal Access PaVement Struetures.
The soil rlassificatian was carnpleted by AGRA Earth & Erniranmental arad will be referenced as
part of this report. (e;opy attached)
The duat 5vil classificatgon for the samples attained indicates a ra.nge from GW; well graded
gravels, and graVel - 5and nwctures with little or na fines to GM- Slliy graVelS' graVe1- sand
r171Xt11reS-
The north half of t.he P.U.D. has 211 lats with three access pvints anto Lndiana Avenue. Thirteen
1ats of the 211 total lats will have acms orno Indiaua directty. There are two access pvints
senring the FamYly Village portion ofthe F'.LJ.D., wfucb kas atotallot cvum of 102. Tbe average
d'aily traffic is estimated at 10 rrips per day per lvt. Theref'oM (102 lvis x 10 tripslday a 1020
average daily tfips.) If the average dak trips are evenly distributed betwween the two access
paints vntv Indiana, the average daRy trips ran be reduced tv S 10 trips per access paint at the
tirne of total buiTd vut of the Ri►+erwalk project.
707 vrem 7rh • SustE 300 2020 Lakawaad privn • suite 205
Spokane. WA 90204 Caeutd*AlenB. ILD 63564
509458-f:B40 • FAL. 5[P4•458-6844 2DS-765-7761 ■ FAx: 2{JB-769-7297
dIJN-12-1996 16:04 INLAND PRCIFICENG P.02
Pavement I7esign .
page 2
The cequirei section ac-cordirig tv the soHs znatrix is hard to de'#'ine as a dual sail cla.sffir.atian was
nvt addresssd. r4n interpolation ofthe matrix wavld indic.ate a 2" Class "B" Asphalt on 7"
Crushed Rock Top Gourse as reflected on the plan set. Tf you have any questivns ar camments, vr
' need fizrther infvrrnaxion, please let me 1naw,
Sincerely.
Inlan Paci.fic ' eerin,g, Inc.
w
k9 ~
Todd R. WhippiB, P.E.
~
CC= F1~C
WW5 9e24/ ~
/3 -14- ~'~c
to
INLAND PACIFIC ENGINEERING, ING.
March 26,1996 RECEI t~
W.O. No. 95580 & 95581 M 14 IM6
5 NE G(]tliVTY ENGfiVEER
n*L.
Spvkasae Caunty Engineers
West 1026 Broadway AVe. RECEIVED
Spakane,WA 99260
JUNO 6 Is
ATTN: Mr. Ed Parry .
SPOK4PiE CDUAITY ERIGINEER
RE: Results of Soil ClassiFcation Testing ~~~~f r,
Riverwalk 4th A+ddition
Libea•ty Ls&e, Washington
Mr. Pa.rry:
Please fmd enclcased the results af svils classificativn testing hy our subcontractvr, AGRA Earth
& Environmental, Inc. vn a sail sample crbtained frvm the abvVe referenced residential
developm,ent.
The soil sample was abtained from Snake River Lane, Sta. 11+75, cemterline to 24 feet right af
centerline, at appraxianate subgrade elevatian, by memhers of ouP staff. We certify herein that
the sample tested was Qbtained frorn the loeatian stated abcrve, and that ba.sed vn the dafia
enclosed, the USCS sail classificatian of GWIGM is correct for the sample tested.
Please do nat hesitate to call if you harre any questions regarr3ing this letter ar other aspects af the
proj ect.
Respectfully,
Inla.r►d Pacifie Engineering Co ra~i'c~i~
~ ~ ~
~ ~~~e(son, r .E. R . 3155P ~ t`~1
Project Engineer AL
MY:Gf )E?fPIAES T 1lZ]/q7 ~
EI1G.
~~ss~eai~nry ~
707 West 7th • Surte 240 2024 lakewood Dnve • Sw[e 205
5pokane, WA 99264 Cs3eue d'Alene, ID 83814
509-458-6840 . FA3( 504-458-6844 208-765-7784 • FA?[ 208-769-7277
~
..a . "
!
LOGAL ACCESS PAVEMENT STRUCTURES
r4VERAGE DAILY TRAFFiC
SvIL 73YPE 0- 2~[] fi00f
GP ~'~~~E' 2177
rC 2Hrr11 zttr8N 3~fr6fi
V
ryi1
•7YY 2e11611 2'r/7rr rynr7
~
V P 211/611 Gi]t8/71i 20e/8er
SIY1 277(f 2F1/811 rjlrloCn
~ ~ r
sC Pa►rement assign
ML 3111611 3«/$,r 4f'/611
,
CL Pavement Design
[3L 4717„ 511/7'r 511/8,s
_ MH Pavement nesign
OH Pavement I]esign -
P7 Pauement Design
5~OKA~~ ~~~~TY ALTERNATE PAVEMENT DE$IGN
" ~ (INTERIM)
~ f R RECEI'VE'Do
~~►~R A G R A AGRR Earth &
Ea1't1] & E17V1rQ17tF7L"i]ta1 W 26 1996 Envircanrnental Inc
I.P.E. JVC
~~~~IVI M
Ma["Ch 22, 1996 ;K"Ec
'AP
9wry ~ ENGIAI~,~R
Tnfand PaciFic Fngineering
W 707 7th Avenue, 5uite 240
Spokane, Washingtern 99209
Attentian Ntr BrLiCe F{nward
5ubject fi,iverwalk - 4th Addttivn RECEIVED
Laboratcary Analysis ❑FGeotechnical Sarnp(es JUNG 6 ts
iDear Mr Howard SPC]KANE CAUNTY'ENGINEER
lr$l.,
Attached please find labcaratory test data for the above referenced project Typically, the Project
Engineer wo~ld distrebuCe ihts infqrmaCian, howewer the ProJect Engineer has recently leD aur tirm
to seek other career oppvrtunicies The testing was perfarmed as requested by the Projecc Enganeer
priar to his departure Ilue ta canfusion in aur office durirag this transitian, preliminary and
unreviewed da€a was inadvertently distributed The attached data has been properly reviewed and ts
presented herein as our final cepart. We apologize for any inconvenience this may haue caused.
Respectfully Submitfied
AGRA EARTH & ENVIRQNMENTAL, CNC
c
]ay C Martin Bob AmoCd
Labaratary Supervisor Technical I]irectar
enc-#392
El1gIr7e2iN7g ~s' Er7viTL7nmEnf8l SeIVfGf?5
J
Cfient lniand F'acific Fngiriecrsng Attcri['son iVEr gruCe Haward
Project Riverwval'k - 41h Adciition AGRA Projec[ Nurtiber l?- 13p 1-4
L.ocation Spoicane, WA Sansp6ed by J Petersan
Lab # 392
~
5arnple [.,ocativn 5ta[ion 11+75A~'20' RT of Centeriine
5! EVE ANALYSZS
S[EVE SIZE PERCEN'I' !'ASSENG 2 112° loo
' 2 0" 95
1 11LF' 8✓
1 1/4 " 83
F o11 79
3/411 1 ~
srs 1! 6s
112" Sb
318" 46
114" 34
94 28
#8 18
#l{] 16
#lb 14
#i[] 12
#40 12
950 11
#l0a 10
€€2D0 92
*A G Ri4,
Earth & Environmental
,i ftiverwalk - 4th Adddtion
l..ab sarnple # 392
Gravels 72°/0, Sancis 19°/0, Fines 9°Io
CU- 70
CC 89
LiquiCf Lirtitt 29
Plastic Limit 24
Plastactty Iradex 5
Soil Classi#icattan GW -GiVr lw'Verl graded gravei with sElt and san[3l
Jay C Martin Bvb Arnold
Laboratary Supet-visar Technical Directar
OM~ RA
t~ ESI$rT d'r E17k/ifd3f1l178"f1181
_ r r'r ) • i• S~OKANE C4.J LlY {T1 A3, •T.+JRIM A\OAD tlir DASA.LNAGE
SUBMIA TA.~ ~~CKLIV .4
P15O1 GCT ff 1JAdE. 5 lLr. 1- l ~
F _
PROJECT ~rAn~E: `~-drr'
PRa1EcT sporrsaR: JE~k4i-' TE, ~
~
PFtOJECT ENGINEER: "robC] ~~~4-tPPLGT TEr u
(Road dt Drainagc Ptans) • -
PRO1Ec~r sURVEYOR: P~~ M TEr ~
(Piat)
PLEASE PRUVIDE ARESPONSE TC7 EACH OF THE FC]LLQWII'd{G IT'EMS.
GENERAiL ITEMS
rdam-OruKll 1. P+ signed "A+GR~EKENN'I' TC] PAY FEES" form has been submitted to Spokane Counry aEong with any
applieable pfat fees, prior tQ any pre-iesignlpresubmittai cneeting
Y.1TN*E1ruAC3 2. [ have a capy af, and havc reviewed the rrlost recent cvnditions of approval and an E[ N5 rgqutreriaents
and conditsans of approvai have been incarporated in this plan subrnitRE - El 0
V
i PRVJEc:rr DFsIGtv MAR ~ 8 1996
e• YssatioUrvA❑ 1. I have coreipleced a minimum oF one pre-design zaeeting with Spa~~$J&fhMR&rA Engineering
Seraices Engineers avhere agreemenc was reached on draiaage design appraach.
r~~rr9~r~,,❑ 2. 1 have iacluded ihe results of any geotee€uaica6 cesting that is requiaed hy rhe design approach to verif}+ design
parameters. ;
r.G Ke1imti❑ 3. I have inclcrcied any required pavement dasign calculatiocis on new Public rnadways as required by the
"SPOKANE CQ[7NTY S"TANDAR7S FOR RQAI} ANk] SEWER Cfli,l'SLRUCTIQN", latesc editzgn.
x.Kr.hwti11 4. The rQad and drainage plaus cDmply with the"5'I°ANDA,RD RDAI) PLAN" requiirements for pian, prv~tle, and
rypical cross section efements contained 'an"SPQKA~ COUN'TY STANDA.RGS FOR ROAD AN17 5EWER
CDWSTRUC`ITON" Iatest edition ezcept as aliawcd chrnugh approved design deviations.
va~Mo~rr►Aa 5. 'Fhe e#cainage report incarporates the rcainimum requiremeats for a storac daainage ana.lysis as noCed ini the GSM
and o[her items wfiich are apprapriate td'demonstrate that the des'sgn rneets al! requirernents aF ths Spakane
County GuideEisies foc 5[armwater ,Manageirient except as a1lowed through aggroved design deviations.
ra2xo❑w,►E1 G. Acocnpletc draEnage basin map with tinre of concentration path.s sh4wn has iaeen included with ttge detailed
hydroln~+ caleuiaca4ru. Dra.iaage basin n°iap shaws topvgraph, proposed drainage features, and carretates with
hydralagy caieulatians. .
x.0rrQ~wA13 7. All app[icable traffc signing requircments are met and have been incarporated in the pIan suhrnittal.
rcsffxZ3wA,11 8. I have 'sncluded capies of all approved DESIGN DEYIATIONS whieh axe requirei for thds project.
v=2iq,OruAO 9. The pEans and drainage aepnrt are stamped, signed, and date.d, and contains, the applicable caectification
statesment.
YaCIrral-Iws~l0. II haae included an adequate erosion contrsaI plan and appIicable sragdard plan notes.
rn2naE1ruA0 11. I have secured approrrals from alI applicable outside agencies suGh as fire districts where appticable and havc
includcd proof af theit appravais„
v.[%,Elwh❑ 12. i have providcd an accepwbIe anea.ns fcar gerpewal maunceuance of street and dra7mge facUities that is acceptabie
to Spokane Couzity and tcave secured and incIudeti crapies af any requTred easemcnts. `
as
raERN.11mA0 13. 1 haVe r viewed the plarRS, calc~ations ar~d oiher submittal data for complete~ness, asxuracy and c~nsistert~y and
have su cai[ted two capies nf plans and (I) bound dcaittage repoct.
~ 11ckp1atyl.DlMay95 ~
~[,,understand that the requirersients nQted ahove are the minsmum requircments necessary to perfarrn a cursory rcvicw of tlse projcct
. plans,• a`'c~d thac additivnai infor,rpation should be inc[uded with this submittal as necessar}+.
I understand that this submittal wi[1 be checked for completeness grior ta reaiew, and that it wili be rcturned for furr.tgesr information
fF it is found to be incamplete.
` . understand that this submifU~ wiIl not be accepted t'❑r review (and placed vn the review list) until ail required information has
heen submitied. ° •
Form completed by the respan4hie Fngineer: -T:~DD U-~4iPPLG-
Campa,ny: -PA-Gk f=I C. CQa IQ 061
~~~res5: U1" . °l ~`7 -r`t*' r~l.&TE LtfA 47 q Z04
Date: LA 2ig ccde
: F[3R SPDKANE CDLINTY ll5E ONLY
SCIBMFTTAL: Accepted fQr revicw.
~ Re[urned far submittai aF the fvllowing: Ct.~fa'
GENERAE. ITEM
~
'R{]JECT DESICN # :
c .
RFSUBMITTIIL IT$M
Farm returned ta:
Compazty;
Address: ~ •
Date:
$y: ~ ~ .
Spokane ~ounty Public WoflGlDeve[opment Services
,
Ilckp1atr1.0lMay95 2
INL,AND RACIFIC ENGINEERING - TRANSMITTAL
707 W. 7th Avenue, 5u1te 200 5pvluarse, "WA (509)4S64840 Fa)c (509)458-6W
v~~•, • ~=f
; ~~q
~ 3'i`~<<
T~Q: Spv'~ane County'Engineers OfFice >~DATE: I+~arch:29-1;99fi"ffi~+'Gt3 k~,., ;~f,• ~<i
F, • ,
- „ ' ;`F` ` ` ~ ~
I.P:~? c.• pas #.195580 « • ~ '
F~ ` ~ ' •~~lr ` ~
ATTENTIO'N. Ed Parry, P. E. ROJECT, ~►Ni~~?Rive~+alk,,
7Addltlan-, , <
A-.
~ ~ • >
,
PRDJECT PE-1414-81 ; , , ,
' • , ~ » a~
Descri tivn:
❑ }Cerax Prints 11 Cvpy of Letter MAddendurn tv Att. "A" ❑ Qriginal Drawing ❑ Can#ract Qocuments 0
11 Wark Autharization 0 Re,port 0
Nv. Copies []escrrptrQn
1 Addendum tv Attachmen# "A° ( Const. inspection Contract)
Pur ase
■ Informativn fl Review & Cvmments ❑Per Yvur Request
❑ Written Appro►ral 0 S9gnature & Retrarn
Remarks
Ed- P1ease find enclased the above referenr.ed infcrrmation. Ioverlaoked this in the
subnnittal package we sent in yesterday, please amend this to the package yvu
received for Ridarwalk 4th Additivn. Thank yau tor your comperation.
Signed: ,4 RECEIVED
, ~~8W6
SPOK►tN~ COUNTY fN&!MM
qA~ndutt~ to u ~ ~ ~ ~ ~ ~ ~
A'ff ACFIlVJENT "A"
I3ETABLED DESCRIPTIClN QF Wf7RK F~~ ~ggs
Riverwalk P.U.D. 4th Additioa (38 lots, with-1,85Q l.f of private road, and 1,995 I.f. of slwP) E.
The fvflawing serviees are h'ere'by added to the WORK AUTHORIZ.A'fION far Riverwalk P.U.D. 4th
Addition, Basic 5ervices Section B. Inspectivn hy IPE persannet ar ather agency personnel shaIl not
relieve the cantractar 4f his resgonsibility tv cvnstruct the facilities coVered by this agreement to the line
and grade shown on the appraved plaris at- as staked hy the engsneer. 1. The scage of these constructivn engineering servir.es includes:
A) Feriodic observation and reporting of specifiG corstructivn activities on this project which
include; ►SBWer COriStTl1Ct1[]n, BdSe53 Subgrade, Paveanent, Concrete Curb artd Gutter,
SidewaUcs, anti Storm I]rainage;
a} Maintenance of all ccanstructian records related to constructivn activities outtined in
paragraph "W' above, which may include; d31ly 1I1SpeCtIDI1 Lepo1'C$i rnanufacturers'
certifications, mafierial teSt reparts, and carrespvndence; }
C} Assurrannce that tlne constructian of the roads and sewer is according to the a,ppraveri ptans
accepted by the Spokame County Engineer, SpQkane Cvunky General Pravisions, the
Standard Specificatians, and applicable partians of the WST3QT Constructian iVlanual;
I)} AeVelapment of Post Constructian Reeard Drawings for Sewer, Street and Stvmn
Drainage Facilities; it is understood the facilitFes inspected by firms vther than IPE wi11 be
certified by those firms in a farm acceptable ta 5pvkane County;
E) Cvardinatian of the testing of construction materia.ls for compliance ta the plans
accepted by the Sgokane County Engineer, Spokane Cauniy General Provisians,
the Standard Specificativns, and applicabte pvrtions of the WSDC]T Cons#ruction
Manual, Actual materiaIs testing to be perfarrrted by attzers and billed separats2y
from Inland Pacific EMgiaieering btPling.
2. Prior to acceptance ofthe roads and drFt:na;e facilities b,~ Spakane County, the Ee~aineer shaU
svbmit aIt construction records and the RecoTd Drawing to the 5pokane County Engineer
The services riescribed herein will be petforrned as needed and billed ❑n the'basis of time and expense as
outIined in Attachment "D". You should budget $11,400.00 for the scape o£seavices ouflined above on a
one titne basis. Dean - Hvusley Campany agrees t4 provide ta I'PE ar arrange far appropriate
certifications fram other firnns and to incPude proWisions in their construction cvntzacts ta back charge
theu contractar for the cost of TPE services which may be required far re-inspectivn or re-testing of
facilities which failed ta meet the required standards. BiiIings for said re-inspectivns will be carefully
identified on IPE's billing ta De.an - Housley, I]ean - Housley wifl be responsible ta back charge theu
cantractor.
Acr.egted: inland Pacific Engineering Accepted: I3ean - Housley Company
by: ~ VT it le~ ~1.,t e, ,~,~a. by. ~/J-~it1e ,"'1'-'7
date. ~ date:
LM
~
March 28,1996 lNL►4N[3 PACIFIC ENGINEERING, INC.
TFE W.O. #95580
Spakane County Department of Engineering
1026 W. Brvadway
spoxane, Washington 99260-0170 RE(;~IVED
Attn: Bin Hemmmgs, P.E. MAR 2 8MG
RE: Riverwalk 4th Additian Frivate Street and Drainage Rewiew
SPOKANE CO1fM"1+ ENGiNEER
` Dear Bill:
I had a long comversation with Ed Parry on 1Vlarch 27,1996 concerning the reviewl acceptance vf the above
referenced private road and drairiage subpnittal. Specifically, we discussed the ability of the c.antraGtar to
receive a eonstruction permit to start the sewer and water constructivn priar to ihe 30 worldng days required
for ttie "fatal flaw r-eview".
Ed and I had discussed his wark load and his ability to Ioak at the street and draiuage submittal. At this time
- he indicated he would nat be abls to reVaew the subtnittal package far at least 4 weeks, ar 20 working days at
best. I arnrn conc.emed ouer the length o£review time and the effects on the cnnstructian schedule. Four to six
weeks sceEns to be an exeeptivnally lang time to wait for a pernut for canstructien of sewer and water due to a
fatal flAw review far priva#e road and drainage faeilities which skauld only take 3 to 4 hours.
It is my undcrstanding the private staeet and drainage facilities wril not be revtewed for fatal flaws, but will he
chocked ka rnalce sure all the items included vn the Gaunty Submitxal Checklist have been included in the
submittal packagc It appears to me the tnme invalVed in canf"irming the checklist items wauld be mmemal.
Therefore, T wauld like to request ara expedieht review o£ the che.cklist items, and if all materials haae been
received, for you to notify the pernut counter to release the pernut for sewer and water canstructian.
This situation seens to be an add case of Pubtic sewer and water located within a prsvate P.U.D . If there is
any adciitional informativn you require fvr aelease of the sewer constructicrn pennit, please let rne lanow and I
will get it to you as quickly as passible. Tf you have any questions cconcerning this matter, please give me a
cali at a►u office. I will be in cvntact with Iater to determuie the status af the review and canstructaan pernut
Sincerely,
Inlattd Pacific Engineering Campany
Bruce A. Howard, E.I. T.
Proaect Manager
cc: fiie
Verne Jacohsen
Ed i?eazt
707 West 7th ■ Swte 200 2020 Lakewaod Qrrve • Suite 205
° 0ffltrL•tWrw4&195s80r gpokane, WA 99204 Coeur d`Alene, IL} 83814
509-458-6840 • FAx 509-458-6844 208-765-7784 • FAx 708-769-7277
-
STORM DRAINAGE A►NALYSIS
for
RECEIVED
RIVERWALI~ MAR 2 8 19%
4TH ADDITI~~~~~~~~GwEER
March 27, 1996
P"e ared Bv_
InTand Pacic Eregineering
- 707 We,st 7'* Suite 200
Spokane, WA 99204
(509)-458-6840
DRAlNA~E REPORT
fo r
IUVERWAI.►K
4TH AI3DITION
MAItCH 27,1996
Prepared by:
Titlarad Pac f c Lngrneering Cornpany
707 West 7th Suite 200
- Spnkane, WA 99204
(509)458-6840
This report has been prepare-d by the staff af Tnla°►d Facific En,gineering Campany under the directian
of the undersigned professivnal engineer vuhose seal arnd signature appeau' hereDn This report
conforms to the a,pplicable editians af the Spakarie Caunty Standards fvr Road and Sevver
Ccanstructian and the S'pokane County Cuidelines for Stvrmvvater Manageinsnt.
, w ~ a
,
.
~
- ~ 2546e
~
~VItiY.
M ExPIREs 9/24, ~
_ Todd R. Wfiipgle, P E.
• FLTRPUSE
The purpase of this re,port is to deterrnine the extent of storm drainage faciIities which will he
required to dispase of starlnwater nan[aff created by the devePapment of Riverwalk 4th Additian.
The starm drainage facilities on this prvject will be designed ta dispase of stormwater runaff for
the 10-year storm event as required by 5p❑kane County and The Guidelines fQr 5tormvvater
Manaizernenk. This develvprnent is within the Aquifer Sensitiae A,rea and is subject tv `20$'
reguirements.
AhALYSTS MET'HOU❑T,[]GY
The Ratianal Method, which is recommended for basins less than ten acres in size, will be used ta
deternune the peak dischar,ges and runoff valumes far the 10-year storm ewent. Bowstring
calculatiflns wili be used to determine the Volume of stormwater created Ery the Y fl-year storm
eVent. The drainags analysis far this projact wi11 fallow The Snakane Countv Guidelines for
- 5tormwater Manaizement.
FRUJECT DESCRIPTIQN
R%verwalk P.U.D. 4th Addition is a12.98 acre, 381ot sub-dirision, located in the S% af the SW
114 and ~'rovernment Lots 5 and 6 of Sectivn 8, T. 25 N,, R. 45 EWM. Sheet 67 vfthe Soi1
Survev of Stookane Countv_ Washineton (capy attached) shows the soils types to be GgA4
(Garrisan gravelly loam, 0 to 5% slopes), GgB, (Garrisvn gravelly Ppam, S tv 20°/v slapes), and
Rh (RiVerwash)
PROJECT 5OILS DESCRIPTI[]N
A bn,ef description from the [7SDA -Soil Conservation Serrrice, Sflil Survev of 5nokane Countv.
Washinp-ton far each svil type fvflvws.
Garrison graveily loam with U tn 5 percent sivpes (GgA) is a somewhat excessively drained
scril fonmed from a variety of igneaus rack. Surface runoff is slow, and the hazard of water
erosian is slight to moderate. SpQkane County Cruidelines for Stordnwater Manaaemertt has pre-
approVed #his soil for dryweli installatian. The sail is suitad for hotnesite deveiopment
Garrison grar+e[ly loam with 5 to 20 percent slopes (GgB) is simiTar in all characteristics to
GgA except this sail type has a surface 1ayer thirner than GgA soil types. Garrison gravelly laam
with 5-241/o slopes (GgB) soil fypes have runaff which is rnedium, and the hazard of ervsion is
moderate. Spvkane County .C"ruidelines far Stcrrmvvater Manaaement has pre-appe-oved this soil
for drywelI installation.
Wand Pacific Engiseering, 1nc. Riverwalk 4th Additi4n - Qrainage
~
Riverwash (Rh) cvnsists of gravel, cobblestones and stanes, rvith very little finer material, found
an 1aw bottoms along perennial and intermittent steeams .The areas are flooded nearly every year
from aunaff, and onIy serve ta protect against channel cutting. (There is no develapmeni in ihis
area-)
T]EV'EL[]PED CON;DITTTQIIT
In the deVel❑ped condition, the grvject can be divideti inta 6 basins, (A thraugh F) by the crowns
and high points of the various road imprvvetinents, and the natural fivpogsaphy. (See Basin Map,
cvpy artached.)
BA51N AND STORMWATER DISP(3SAL SIJMMARY
Basins A through Fwfll be desigried to dispose of stormwater created by the 10-year stoi-m ewent.
The starmwater created by this eVent will he disposed of in ponds and Spvkane County Standard
. dryvvells.
Basin A cansists of portians of the rvad imperviaus areas on the south side of Riverwalk Lane,
and the west side of Ri❑ Grande Lane T}115 baSin al50 1tIClUCIBS lC7fi5 S thi411gh black 2. The
peak #law of0.86 c.f:s, wiill be disposed of in Fvnd A, vvhich has ❑neTyge "g„ d'ryw,ell in sump
condition.
Basin B consists of a portian dithe rmad irnperviaus area on the west and sauth sides afRio
Grande Lane This basin a1so includes half of lot 1, and all of lvts 2 through 4, hPvck 2. The peak
flovv 1.10 c f.s. vvill be disposed of in Pand B, which has ane Type "B" dryw,ell in sump
condition.
Basin C consnsts of partions of the road imperviaus area an fhe east side of Rio Grande Lane, the
south side of Riuerwalk Lane, and the west side vFSnalce River Lane This hasin aIso incPudes half
❑f 1at 4, and alfl of lots 5through 13, bloc1c 3 The peak flvw of 0 95 c f s, far sub-basin CI will be
dispased of in intermediate Pona C1, and the peak flaw of 0 89 e.f.s. for sub-basin C2 wul be
dispased of in Pond C2, which has one Type "B'° dryweli in sump condition.
Basin A ccsnsists of portians of the road impervi4us on hvth sid€s of Flat Rack River Lane, the
east side of Snake River Lane, and south side of R'tVervvalk Lane. This basin also includes hakf of
Iat 1 and all of lats 2 and 3, black i, lats 1thrvugb 3 and ha9f of lot 4, lvts 14 through 17, talack
3, and lot 1, bkock 6. The pealc flow of 1 57 c fs fvr sub-basin D 1 will be disposed of in
intermediate Pond D], The peak flerw of 0.49 c f s, for sub-basin D2 vvill be collected and piged,
a,long vvith the peea.k flow of 0.62 c.f.s. fram sub-basin D3 to Fvnd D4 'L'he peak f1ow of 4.79 cfs
fvrrn sub-basin D4 will alsa be disposed of in Pand Z)4, with twa Type "B" drywells in surnp
cvnditian,
Inland P~cific Enguicering, Inc. Riverwalk 4th Addition - 17rainage
2
Basin E cansists of a pvrtion of the raad irripervious area vn the narth side of Riverwa.lk Lane
T1us basin atsa includes lats 1 thraugh 8, block 4, auid 1at l, block 5. The peak flaw of 0.45 c.f s
for sub-6asin El wnll be dispvsed of in infierrnediate Pond E1, the peak flaw of 0.99 c.f s. for sub-
. basin E2 will he disposed of i,n intermea'rate Fond EZ, and the peak flaw of O~.67 c.f s. for suh=
basin E3 will be dyspvsed ofin Pand E3, vvhich has one Type "B" drywell in surnp canditivn.
Basin F cansists of the narthern sectivn of Ivts Y thraugh 8, block 4, and 1ot 1, block 5, and alil vF
'Cract E. The basin has been analyzed in the pre-develvped and develvped condition. The pre-
dedelaged condition assuanes a"C" factor of 0,30, representing meadvws and pasturelaind . The
peak flow was calculated te be 2.32 c.f s.. Ln the developed conditian, the narChem section of lots
1 thrvugh 8, block 4 and lot 1, block 5 were a.ssumei tv be sheet Ilow, IAIld5GAp@d WlXri laYYfI, in
sandy soil, rcalling terrain, which reduces the "C„ factor far that portinn to 0.15.. T'he Tracx E
area falls v►itlun the Sgvkane County Shoreline Prvgraam, and will remain undisturbed. The "°C„
factor for that pvrtian vvi11 remain 0.30. Using a weighted "C" factar, the peak flow for the
develvped condition was calculated to be 2.49 c.£s.. The peak flow in the deVeloped candition is
lawer than the peak flow frvrra the pre-develaped cvndition by 0.23 c.f.s..
STflTtMWATElt CAL.CULATIDNS
The stornnwater from the 6 basins will be dispased of in'2C78" retention pands and Spakane
Cvunty drywells as shown vn the plans and in the attached Bowstring CaPculation sheecs.
'Cable 1 lists the tatal and impervious areas and the "C" factor fvr the Time of Cvncentratian and
Peak Flaw calculativns.
Table 2 sununarizes the retention valurnes required for each basin as calculated by the Bawstring
Calculativns, as weZ1 as the depth, area, perirneter and valuxne provided.
Inland Pacific Engineering, Inc. RiYerwallc 4th Addition - I]rainage
3
~ . ~
- ' .r,,. . , , E.,.h;.y'~v,r ' C : k `
. ~
a. , . ,
BASIN TUTAL AREA T[3TAL IMF. # L[3T5 DL31GA "C"
(S.F.) AREA AREA .
(AC.) , (S.F.)
A 49,447 1.15 8557 4:0 3.48 0.30
B 43,024 0.99 5272 3.5 3.54 0.35
c1 45,460 1.04 9520 5.0 4.81 0.40
C2 51,261 1.18 3130 4.0 3.39 0.30
c 96,721 2.22 18,650 9.0 4.05 0.40
D1 63,688 1.46 8201 6.0 4.11 0.40
D2 28,122 0.55 5661 2.0 3.05 0.34
D3 22,884 0.53 3631 2.5 4.72 0.40
D4 72,102 1.66 4324 1.0 0.60 0.15
I? 250'484 5.75 21,817 11.5 2.0 0.25
ET 15,438 0.38 ~ 3061 2.0 5.26 0.40
E2 27,183 0.62 5236 4.0 6.45 0.60
E3 23,074 0.53 4654 3.0 5.56 0.40
E 65,755 1.53 112,903 9.0 5.88 0.40
F ~ 116,153 ~ 2.67 - - ~ - 0.27
Inland Aacific Engmeering, Inc. Rivervvalk 4ih Additaon - Ilrainage
4
`208 RETENT'IUN VOLLFME CALCi]LATTONS
'208' retentivn vvlumes were calculated using tF►e fallawing forrnula
VvEume (cu. ft.) _ (depth)(area) + (slope area){perimeter} _
• C.~~ e;v/ry . , , . _ . - .a ~ t;''• rh ~ j?~;f +•F?F+- ` < !V { 7,>k~~
R•.v 1 {s i$' f ! : t~ ti !+i\\g
PQND TAEPTR AREA PEREVFETER VOL. REQ'D. VOL. PRUV.
A ,5 664 142 357 383
B ,5 384 Sv 220 222
Ci .S 720 144 397 414
C2 .5 660 142 380 383
D1 ,5 616 134 342 35$
D4 .5 1323 153.0 567 719
- E1 .5 225 60 128 135
E2 .5 380 78 218 219
E3 .5 350 78 194 204
Nvtes: Typical srdeslopes are 3:1 maximum.
• Ponds C 1, U1, E 1 and E2 are intermediate °208' ponds designed ta harrdle the
upstream impervious areas only.
Fond Tl4 is designed for the upstream impervious areas in sub-basins LD2, D3 and
I]4.
STURNI VCILLTME STORAGE
`208' starage is grovided in the first .5' ❑f depth in all pands. Pond bottam elevations of
intenmedaate ponds are set .S' below ttte flaw 1ine, and sized to contain the upstream °208°
requiremertt on9y Shauld there be overflQw, water r,aill fl'ow out af the lawest curb iniet in each
intermediate pond to the next pond dawmmstream. Pond bottom elevations of temunal ponds vvith
drainage siructures (1pcated at the low paint of a ba5in) are set .9' below the flow Pine. This allow5
.4' additional stvrage above the `208,' storage.
Inland Pacific Engmeering, Inc Riverwallc 4th Additian - Drainage
5
Pand C2 illustrates the use vf storm volume starage above the `.5' depth for 208' Volume.
Tota.l `208' StDrage VQlII[[277e reqU1Fed foC 5L1b-baSTEI C2 380 cuhic feet
Tvtal `208' storage vvPume provided at .5' depth 383 cubic feet
Total Bvwstring requirement far Basin C(see sheet 11) 952 cubic feet
`208' storage vv~ume prvvided, Pvnd C 1 397 cubic feet
`208' storage volume provided, Pond C2 383 cubic feet
Storm voiume storage required 182 cubic feet
Storage uvlume provided at 7 depth 567 cubic feer
`208' storage Valurne provided 380 cubic feet
5tarage vvIume provided 187 cubic feet
Pvnd U4 is aIso designed to store storrn volume above the `208' storage:
Tota1 `208' wolume required fvr su}a-basin D4 567 cubic feet
Tata1 `208' Vvlume provided in .5' depth 719 cubic feet
Tota,I Bowstring requirement fflr Basin D(see sheet 16 ) 1389 cubic feet
°208' vvlurne prQVideci, Pond D1 358 cubic feet
`20$' volurne provided, Fond U4 719 cutaic feet
StQrm volume storage required 312 cubie geet
Vvlume provided at .T depth 1121cubiG feet
`208' starage volume provided 719 cubic feet
Storage volume provided 402 cubic feet
CURB APIiD GRATE INLET CALCi7LATIONS
' Tt is necessary tv check the adequacy af curb irdets provided ta dxvert the flows from the gutter to
the retentian ponds. The Curb Tnlet Calculation Sheet included in tkais repvrt (see calculativn
sheet, ccapy attached) shows the required 1engths af curb openings As shawn on the calculation
sheet, uaaious ponds haVe different curb inlet requirements. Therefvre, the required curb openings
have been provided according ta the tabulated results. Al1 curb inlets shall be standard 4'
openings, unless mthenvise nated.
. It is also necessary ta check the capacity af grate inIets an continuous grade. The Crrate
CalcuIation -Continuous Grrade wvrksheets have been included The calculativns have been
compteted in accordance with Figure 15 of Sookane Cauntrr Guidelines for Starmwater
Manaaement. (See calculatian sheets, copy attached )
Inland Pacific Engneering, Inc. Riuerwalk 4th AddiLxon - Drainage
6
APPENDTX
DeVeloped conditian 1-6
Peak Flow and Bowsrring T - 23
Curb Ialet calculativns 24-25
Grate ca1cuiations 26-27
Pipe f1vw calcuIatians 28° 30
Backwater calculations 31
Soi1s Map 32
Basin Map 33
- inlsnd Pac~c Engirs~ring, leic. 'FtsVerwalk 4th AddiCion - Qraina~;e
gEAK FLOW AND BOWSTRING
BDWSTRING MET~iOb PRQJECT: iverv~ralk 4th Add~l~
R
PERK FLOW CALGLIiATfaN PROJEG7 RIverwal}c dth Adddian DE7ENTdON BA51iV OESIGN BA51N' A
BA51N: A 10-Yeas Design 5torrn OESIGNER: B. Howard
Tvt Area 1.15 Acres QATE:
Imp Area 8557 5F
C = 0.30
• Time IncremEmt (min) 5
CASE 1 7imevf Canc. (min) 8.18
❑utflav (cis) 1'
R&U R Oderfand Flo+,sr []e.sign Year Flcav 10
Area (acxes) 9.15
Ct = a 15 : Empernous Area {sq ft} 8557
L = 60 R. ~ • . , : C' Factw Q.3
n= 0.40 2 'ZW' Vv1ume PmvEded 0
S = 0.02Q Area • C t7.345
Tc = 3 27 min., by @quatlon 3-2 af Guidelines
* Tirre Time fnc. interis. QDevel. Vol.In VoI Out Storage
460 R Gutter i3ow ~ (min) (sec) (iNhr) {cfs) [cu ft) [caa ft) (ou tt)
ZS = 500 Far Z2 818 491 248 Q.e6 564 4.41 73
72 = 35 TyRe B= 1.0 n= 0016 RolIei = 3.5 5 300 318 1.10 441 300 141
5= aOD9 10 600 2.24 f}.TT 593 600 -7
15 9w 1.77 0.61 652 900 -248
d= 0 144 ft 20 1206 145 4.50 684 1200 518
25 9500 1.21 0.42 69B 1500 -884
;
R R q Tc Tc tatal I Qc 30 1800 1.04 0.36 706 a 800 -1 i394
35 2100 091 031 732 2100 -1389
~ 455=--= 0.07 0.86 R~ 4 92 s~~~ 818 2 46 0.9E3 40 2400 4 82 0 2B 726 2440 -1 S74 ~
45 2700 0.74 0.26 732 2700 -1968
•~:i,
Qpeak for C:ase 1- Q 88 cfs 5(] 30DO 0.68 0.23 743 3I00 -2257
55 3300 a 64 0 22 765 3300 -2535
60 3500 061 0 21 793 36DO -28(}7
CASE 2 65 39[1a a.fi(l 0.21 842 39DO -3058
70 42Q0 C158 020 $74 4200 S3325
Case 2 assumes a Tirng at Coru;entratian less than 5 minutes so that the 75 45M 0 56 019 902 4500 -3598
peak flaw =.90(318)(imp. Area) = 0 56 cfs 80 4800 0.53 0.18 978 4800 -3892
85 5100 052 018 944 5100 -4155
90 5400 0.50 0.17 960 5400 -044f]
50, the Peak flow far the 6aslrr €s the greater af the twc► flows, 95 :5700 0.49 017 992 5700 -4708
0.86 cis 1 QO 6DDQ 0.98 0.17 1021 6DDO -4979
2Q8" ORAINAGE POND CALCULATIQNS
Required '2W Storage Votume
` Impervious Area x.5 In 112 iNR 357 eu ft
208' Starage Volume Prov#cied 3!23 cu R
QRWVEI,L REQUIREMEiVTS - 1❑ 1"EAR DE51GA1 STOR
Ma~dmum Storage Required hy Bowstnng 141 cu ft
~ Number and Type of QrywelIs Required 0 51ng1e
1 f3tuble
BowsTRIIVG METHC3D PROJEcT• Riverwalk 4tt, Addffla,
PEAK FLpIN CALCULATION PRdJECT Rhrenvalk 4th Addition .~t DETENTION 13451N pE51GN BASiN. B
BA51N: 8 1I-Year Deslgn 5form C7E51GIVER: B. Howard
Tot Area ❑ 99 Acres DATE:
Imp. Area 5372 SF
C =0.35
Tlme fi1Crertteflt (Klln) 5
CASE 1 Tlme of Cone. (min) 5,00
Dutflow {c1s} 1
60 ft. Overlarid Flaw Design Ycar Flow 10
Area (acm) 0.99
ct = aAs Impervious Area (sy ft) 5Z72
L. = 60 R. Z 'C' Fador 0 35
n= 040
Vvlume Pr~svlded 0
S = 0.020 Area ' C 4.347
Yc = 3 27 min., by Equaticirti 3-2 a€ Gufdeflnes
Ttme Ttme Inc. Iritens. 0 DeveC. Wol.an Val Dut Stvrage
931 R Gutter flowv ~;~~:~~•w..;: (min) (sec) (inmr) [cfs) {cw ft} (cu ft) (cu R)
Z1 = 500 For 72 i~I 500 ~300 318 1 14 443 301) 143
e=-
Z2 = 35 Type B =1.a , . ,
n= ~1.016 Ralted ~3.5 5 300 318 110 443 30d 143 a-~
S= 0.015 . 1 i] Et]Q 2 24 078 545 600 -55
~r I5 900 171 061 615 900 -285
e = 0.144 ft. 20 1200 145 050 654 a 2DO -W
25 1500 121 042 672 1500 -M
A R Tc Tc tatal l Qc ~ 30 1800 104 0.36 6a5 1800 -1 t 15 ~
35 2500 091 0.32 694 2100 -1406
066 007 l 10 111 5.00 318 1.1 oi`'\' 40 2407 0.82 0.28 741 2400 a16$9
x 45 2700 0.74 0.26 TiS 2300 -1982
Qpeak for Case 1= 1 10 cis 50 3000 ❑ fi8 0.24 731 30DO -2269
'Ym, 55 3300 064 0.22 754 33M -2548
60 3600 0.61 0.21 782 36DO -285 8
CASE 2 E5 3900 060 0.21 832 390m -3068
70 4200 0.58 0.20 865 4200 -3335
Gase 2 assumes a 7ime of Cnncerztraiivn less than 5 miniRes so 4hat tlte 75 4500 0 56 0.19 893 9500 -3W7
peak flow =90(3.18)(Imp. Area) = 0.35 cfs 80 4800 0.53 0.18 9w 48C@ -3900
r. .
85 5100 052 0.18 937 5100 -44 63
90 54[]0 e.50 0.17 953 5404 -4447
50, the Reak flaw fvr #he Basln is the greater af tlte t►nro flaws, ~SS 5700 0.49 0,17 985 5700 -4715
1 10 cfs • 100 6000 ❑ 48 017 1015 6000 -4985
2W DRA9AIAGE PDND GALC4JLATIO6Y5
Requireci 208' Storaga Volurre
Imperviam Area x.5 in 112 iNft 220 cu ft
~ ~ a....;
2W Storage Valume Prov€ded 228. GU ft
QRWUELL REQU[REMEIVTS -10 YFa4R DE51G1V STOR
Maxdmum 5tamge Requlred by Bowstdng 143 cu R
Plumber and Type of Ory+melfs Requ3red 0 51rtgle
1 [7v4tble
BOWSTfdING METHQI7 PRQJECT. Rnrerwalk 4th Addikivn
PEAIt FLOYV CALCl3LATl[7N PROJECT Riverwalk 4th Adddian C1ETENTION BA51N DESIGN BA51N; C1
BR51tV: C1 10-Year Qesign Starm DESlGPiER: B. Honrard
TQt. Area 1 04 Ar-rES D,FITE:
Imp. Rrea 9520 SF
C = 0.40 Time IncrerneM (min) 5
CASE 1 Time af Conc. (min) 9.47
t. ..•Dutfiow (cfs) 1
60 R. Overland Ftow ~[7esign Year Flow 10
Arm {acres} 144
Ct = 0.95 ni~rr lmperAaus Area (sq ft) 9520
L= 50 R. x 0
2pg' Alolume ProVided d
8 = 0.020 Area " C 0.416
Tc ° 3.27 min., hy Equat~ ~2 vf Gu~elines
Tlme Tlme Inc IMsns. QD¢vef. VoI.9n Vol flu! 5torage
557 ft. Gutter t►ow (min) {scc) {inmr} (cTs) {cu ft) (cu R) (ca ft)
Zl = SSJ 0 For Z2 9 47 %a 2.30 0.96 73f1 w 162
Z? = 35 Type B a 1 p
n= 0016 Rollerl = 3 5 5 300 3.10 1.32 532 300 232 a~3
S= 0009 : 10 604 2.24 0.93 739 6DO 1139
15 9m 1.77 0.74 806 900 -95
d= 0151 ft 20 1200 1.45 0 fiU 840 1200 -360
25 1500 1.21 4.50 E52 15(]0 4448
A R Q Tc Tc tatal I Qc i~ 30 1800 104 043 BS2 1800 4m
- 'i 35 21 0D 091 038 BW 2100 -1732 ~
061 008 0 96 621 9 47 230 0.96 40 2400 fJ $2 0.34 8E35 2400 -1515
45 2700 0.74 0,31 891 2700 -1809
Qpeak for Cas+s 1= 0.9$ CiS 50 300O 068 0.28 903 3000 -2094
55 33DD 064 0.27 930 3300 -2370
2:;~'• r fia 3$00 1?.61 0.25 963 3600 -2637
CASE Z 6:'i 39CO Q60 0.25 1022 3900 -2878
0 14~ 70 4200 0.55 0.24 10@D 4200 -3140
CasF: 2 assumes a Time af Cvncentraiion less than 5 m€nutes sa tFrat the ~75 4500 0 56 0.23 1093 4500 -34O7
peak flow = 9D(318)(Imp. Rrea) = 0 63 cis 80 48C1¢1 053 0.22 1101 48M -3699
85 510(] 0 52 0.22 1145 5100 -3955
97 5400 050 0 21 1163 5400 -4237
So, the Peak tlrnw for the Bastn is the greater af the l+roo flows, 95 5700 0.49 020 1201 5700 4459
0 96 cFa 100 6000 0.48 0.20 1237 6000 -4763
2W pRAIIVAGE P❑ND CALCUIJAT[ON5
Requlred'2t3B' Starage Volume
amperv&ous Area x.5 in 1 42 inlft 397 cu ft
2W Storage Vrlume Pravided 4M cu R
DRYVIIELE REQUIREMENTS -1d YFJIR DE51GN STQR
Maidmum Starage Required hy Bo+nrstdng 232 cu R
Number and Type af OryweCls Required 0 5in&
1 Gauhle
d
BOWSTRIIVGMETHOD PRaJECT: RlvervYalk 4th Adddion
PE4K FLOW CALCULi4T14N RROJECT Riverwalk 4th Add~ian DET'~NTI~N 6ASIN ~E51GN BASIM: C2
8A51N C2 10-Year Uesign Storm DESIGNER: B Howsrd
Tvt Ihr~ 1.1$ Ar.res ~ •z~e DATE
Irnp. AI'ea 913(] 5F
C = 0.30 i z
i Time Inc,nemerlt (min) 5
CASE 1 ~ Tirrte oT Ganc. (m[n) 8.02 •
Dutflovu (cts) !
60 ft DVerlaRd Flaw ~ C1e.sign Yew Flow 10
Area (acres) 1.18
Ct = fl.lra Cmpervlous Area (&q ft)
9130
L= 50 ft 'G' Fackar 03
n= 040 •208' Volwme Provided Q
5= 0.020 Area ' C 0354
7c = 3 27 min., try Equativn 3-2 ni Guldsllnes ~
~ Tima T€me Inc, Inters ❑Deae1. Vol.In Vol Out 5torage
448 ft Gutter flow (min) [sm) (inthr) (cfs) (cu ft) {cu tt) {cu ft}
21 = 50 For Z2 ~ 8.02 481 2.51 0.89 ^ 572 481 91
Z2= 35 Type 8=1fl
n= 0016 Rolled = 3.5 `r z x~ 5 300 318 1.13 453 300 153
5= 0.009 10 600 2.24 0,79 606 6t10 fi
$ 15 900 1.TJ 0.63 666 '~OQ -234
d W 0 14E R 20 1200 1.45 0.51 700 1200 -500
25 1500 1 21 0.43 713 1500 -787
A R Q Tc 7c total I OG r~~ 30 1$00 104 ❑.37 713 18~ -1077
rr~=---- - - ; 35 2100 091 0.32 729 2100 -1371
057 0.07 p^ 0.$3 ayr~ 4.75 802 2.51 -fY4 089 ~ N~ 40 2400 0$2 0.29 744 2400 -1656 ,D
45 2700 0 74 026 750 2700 -195❑
Clpeak for Csse 1- 0 89 cis 50 3= 0.88 024 762 3DOO -2238 s
55 33I10 0.64 023 785 3300 -251S
60 36AA 061 [}.22 813 36M -2787
CASE 2 ~•a ~ 85 39()0 i}.Gfl 0.21 $m 39L1Q -3037
~ 70 42200 0.58 421 898 4200 -3304
Case 2 assurrres a Tfme oi Concentrativn fess [harr 5 m3nutes so Uut the 75 4501] 0 56 0.20 'Sm 4500 -3575
peak flow =.90(31 B)(Imp Area) = 0.60 cfs 8Q 48M 4.53 a.19 831 48CD -3869
85 5100 0.52 4.19 gm 5100 -4131
8-~~`~' : 90 5400 0.50 0.18 985 5400 -0415
Sa, Che Peak flow tor the 8asin is the greater of the Mro flows, ?035 5700 d.49 0.17 1017 5700 -4683
0.aq cis 100 fitM 0.48 0.17 1047 6000 -4953
~
z? 208' DR141NAGEPQNC] GALGl1UtTIONS
Ret;uired= StutBge Vdume
Impervivus Area x.5 In 112 tnPR 386 cu ft
~ r 2]8' Stsuage Valume Prcavided -765 cu tt
QRYWELL REQl7tREMEN7S - iOYEAR OE51GlV MR
fiii:~%~r.•r
Maldrrsum Storage Requlred byv BowWn 153 cu ft
Number and Type oi bryuvslls Required 0 53ng1e
1 ovuhle
~
B❑WSTRING MfTHOi3 PRQJECT: Ftivennrlk 4thRdditfon
REFIK FL4W CALCULATION PRO.lECT Rivenralk 4th Addrtion . DE7E14TION BASIIV DESfGN BA51N; C
BA51N: C 1~Year De.sign 3torm UESEGNER: B. Hwnrard
Yot. Area 2 22 Acres 'k~:~ QATE:
Imp Area 18650 5F ~
C _ 0 40
Time Irx-remerit (min) 5
CASE 1 T[me of Conc. (min) 823
~Qufflow (Cfs) 1
60 ft Overtand Flouv Design Year Flow 10
Area (acres) 2 22
Ct = 0.15 Impervom Rrea (sq fE) 18650
C = 60 R. ~ - 'C' Factar 0.4
n= 040 ~ a~'2t38' Volume Pravided 0
5= 0.0220 Ar+ea' C 0888
Tc ~ 3.27 min , by Equatiorr 3-2 af Guisleiines
Tims Time Inc. Iniens Q DeveL ►Jdln Vvl Out Stcuage
587 ft. Gutter tlaw (min) (ssc] {inlhr} (cTs) (cu R) (O+' ft) LCU ft]
~i~ -aa===== -----:~e e~c~aWaa:~~~a~a~a a===r~~~~ ~~~~caca aaa=====
Z4 = Soo Fer 72 8.23 ^ ~454 y 2 48 2 20 1456 ~ 434 96'1 s~-
Z2 = 3.5 7ype B~ 1.0
n= 0016 Rvlled = 3 5 fi 300 318 2.82 1135 300 835
S= (}009 10 604 224 1.99 1528 600 928
` 1s 900 1.77 1.57 11679 900 778
d~ 0 204 ft. 20 1200 1.45 1.29 1761 1200 561
25 15ii2] 121 107 5792 1500 292
A R Q Yc Tc tptal I Qe 30 18M 104 0 92 1817 1800 17
~e=-===- ' i ~ , : ~ 35 2100 091 0.81 1833 2100 -267
,m_.... ~
1.12 010 220 4.97 8 23 2.48 2.20 40 2400 U 82 0.73 1870 240(] -530
~ 45 2700 0.74 0.66 1865 2700 -515
Qpeak ior Case i r 220 cTs 50 3(]DQ 0.68 0.60 1913 3800 -1007
55 3300 a.sa 0.57 1971 3300 -1329
60 3600 0.61 0.54 2a41 36Da -t 559
cASE z 65 3900 0.60 0.53 2167 3900 -i ra3
70 4200 0.58 052 2250 42Qa -1950
Case 2 sssumes a Time vf Concenteatuur less ztoan 5 minutes so that the 75 4500 0,56 0.50 7321 ASW -2179
peak flohr = 90{3.18}(Imp Area) = 1 23 cfs 8(] 480Q 0.53 047 233$ 4830 -2462
85 5100 052 0.46 2433 5100 -2667
sa 5400 0.50 044 2472 5400 -2928
5a, the Peak flvw Tnr the Basin is the greater vf rFte twro flavas, 95 5700 049 0,44 2553 570p -31q7
22{] cfs 100 6DQO 0.48 0 43 2629 6000 -M71
208' DRAIAIAGE PON[] CALCUI..+4TI(]N5
Requitel '208' Storage Volurre
Impervious Area x.5 tn 112 iNR 777 cu R
h~
2fl8' Storage Valume Provided cu ft
V7RYVIi!ELL REQUIREMEIVTS -10 YE4R DESlGN STOR
Maxlmum Stcrage Required by Brwvstlng 962 au R
Number and Type of Drywells Requfred Q Sin te
1 Omble
~
BC?WSTRING METMflD PfiQJECT: Rivervvalk 4th Addition
PEAK FLOW CALCIJIATf{3N RROJECT Riverwa[k 4th Adddivn n~ E}ETENTIO1~ BA511V aESIG~I 9ASIN• Q1
BASIN 01 10-Year Design 5torm QESIGNER. B. Howard
Tot Ama 1.46 Acres DASE:
Imp Area 8201 5F
C = fl 4U
CASE 1 Tirrre Incrernent (min) 5
Tirr~e rsf Cvrte. (rnin) 6.9B
; ~ OuHlow (cfs) 1
60 ft avertand Flow C)e&ign Y~r Flovv 10
~Area (acres) 1.46
Ct = Q 15 A lrnpernous Area (sq R) 8201
L= fiil R. MN 'C' Factor U.4
n = 0.40
'2U8' 1/otume Provtded 0
S ~ 0020 Area • c v.saaa
7c = 3 27 min., E+yr Equation 3-2 a€ Guidelines
'~.•`~n iime Time I►ec. frvtens Q Devef. Val ln Vcd.puk SCorage
517 ft. Gutter flow (min) {sw) (inlhr] (cTs) [car ft) {cu ft} (cu ft)
aaa=----
zl = 500 For Zr 698 419 T 2.68 1.57 ~ 880 ~ 419 ^461 s=~
Z2 = 35 Type 8=10
i:
n= 0.096 Ralled = 3 5 5 300 3.18 1.88 747 300 437
S= 0.018 ` 10 6DO 2.24 1.31 971 600 371
15 90Q] 1.77 1.03 1 078 9pp 178
d= 0 159 R 20 1200 1 45 0.85 1137 1200 -63
25 1500 1.21 0.71 3161 1500 ~39
A F{ Q T6 TC t[>fal I OC 30 1 B00 1.04 0,61 11$f] 1 Bt%i -620
~.5
36 2100 0 91 0.53 1192 2100 -908 1.~Y
~ 0,68 o a$ ~1.57 ~~rW 372 ~ 6.98 268---- 1.57 40 2400 0 82 0.48 1218 240a -t 1sz ~
45 7700 074 0.43 1228 2700 -1472
~ F
Qpeak fcu Case 1= 1.57 cfs Sfl 30A0 0.68 040 1248 300!} -1752
4
55 33DO 0.64 4.37 1287 3300 -201 3
60 36D0 4.61 0.36 133.}' 3604 -2287
CRSE 2 2• • fi a 39DO 0.6D 0.35 1458 3900 -2484
70 4200 058 0.34 1471 4200 -2729
Case 2 assumes a F'rme vf Concentrativn less than 5 rninutes sv that the 75 45Q 0,56 0.33 1518 45M -2982
peak flaw =.90(3.18)(Imp. Area) = 0.54 Cfs 2~==' 80 48M 053 0.31 15:30 4830 -3270
85 5100 0.52 ❑ 30 1592 5100 -35I8
90 5400 0.5[] 029 1618 5400 -3782
50, the Peak flonr for the Basln iS ttie Sreater of the two flvws,
~ -
95 5700 0.49 0.29 1672 57[]U -0028
1 57 cTs •Z&,Zw.' 100 6000 0.48 028 1722 6000 -4278
2U8'DRA1NAGE PQNa CfhLGULATIONS
~ ~ Required 'ZiJB' Sfvrage Vvlvme
x ~ k = IPI1perviOliS pIFEa 7f .5 111 112 lNft 342 CU ft
248' Storage Volume Pnovid~ 358cu ft
~
DRYWELL REQt7IREMENTS -1b YF_AR DESIGN ST+DR
Maximum 5torags Re{alred Gy Bawstring 461 cu R
k
Number and Fype af OryweII& Required fl Strgle
1 DoublB
BOWSTRING METHOD PROJECT: Rivervralk 4ih Addition
PEAK FLOW CALCULATION PROJECT Riverwalk 4th Addftion DETENTION BASIN DESIGN BASIN: D2
BASIN: D2 1QYear Design Storm OESIGNER: B. Howard
Tot. Area 0.65 Acres DATE:
Imp. Area 5661 SF
C = 0.30
Time Increment (min) 5
CASE 1 Time of Canc. (min) 8.02
Outflow (cfs) 1
60 ft Overland Flow Design Year Flow 10
Area (ar.res) 0.65
Ct = 0.15 Impervious Area (sq ft) 5661
L= 60 ft. 'C' Factor 0.3
n= 0.40 '208' Volume Provided 0
S= 0.020 Area • C 0.195
Tc = 3 27 min., by Equatlon 32 of Guidellnes
Tirtie Time Inc. Intens. Q Devel. Vot.ln Vol Out Storage
305 ft. Gutter Flow (min) (sec) (iNhr) (cis) (cu ft) (cu ft) (cu R)
Z1 = 50.0 For Z2 8 02 481 2.51 0.49 315 481 -166
Z2 = 3.5 Type B= 1.0
n= 0.016 Rolled = 3.5 5 300 3.18 0.62 249 300 S1
S= 0.005 10 600 2 24 0.44 334 600 -266
15 soo 177 0.35 367 soo s33
d= 0.131 ft. 20 1200 1.45 0.28 386 1200 -814
25 1500 1.21 0.24 393 1500 -1107
A R Q Tc Tc total I Qc 30 1800 1.04 0.20 398 1800 -1402
35 2100 0.91 0.18 402 2100 -1698
0.46 0.07 0.49 4.76 8.02 2.51 0.49 40 2400 0.82 0.16 410 2400 -1990 ~
45 2700 0.74 0.14 413 2700 4287 -
Qpeak for Case 1= 0.49 cfs 50 3000 0.68 0.13 420 3000 -2580
55 3300 0.64 0.12 432 3300 -2868
60 3600 0.61 0.12 448 3600 -3152
CASE 2 65 3900 0.60 0.12 475 3900 -3425
70 4200 0.58 0.11 494 4200 -3706
Case 2 assumes a Time of Concentration less than 5 minutes so that the 75 4500 0.56 0.11 509 4500 -3991
peak flow =.90(3.18)(Imp. Area) = 0.37 cfs 80 4800 0.53 0.10 513 4800 -4287
85 5100 0.52 0.10 534 5100 -4566
90 5400 0.50 0.10 542 5400 -4858
So, the Peak (low (or the Basin Is the greater of the two flows, 95 5700 0.49 0.10 560 5700 -5140
0 49 cfs 100 6000 0.48 0.09 577 6000 -5423
208' DRAINAGE POND CALCULATIONS
Required'208' Storage Volume
= Impervious Area x.5 in / 12 iNft 236 cu ft
208' Storage Volume Provided 0 cu ft
DRYWELL REQUIREMENTS -10 YEAR DESIGN STOR
Ma)dmum Storage Required by Bowstring -51 cu ft
Number and Type of Drywelis Required 0 Single
1 Doubte
BfJWSTRING METHOD PROJECT Riverwalk 4th AddrUvn
PEAK FLOW CALCU LATION PRDJECT'Riverwalk 4th Adddion [7ETENTIQN BA51Id DESIGN BA5lN Q3
BASIN []3 10-Year Design Storm DESiGNER. B. Hward
Tot Area a 53 Aeres aATE.
Imp Area 3631 $F
e = 040
Time lrtcremerit [min] s
CASE 1 TIme oi Corsc. (min) 5 91
Outflvw {cfs) 1
60 ft, pverland Flaw Design Year Flow 14
Asea (acres) 053
Gt = 0,15 Impervioua Area (sq R) 3631
L= GQ R 'C' Factor 04
n w 040 '248' Vvlurre Provlded
S= 0.424 Area ' C 0.212
TC = 3 27 min, hy Equatian 3-2 af Gu€t4efirres
Tfine Yime Inc, Intens. Q L3aveL Vol.ln Vol.Out 5torage
180 ft Gutter flow (mm) {sec) (fnltrr) (cts) Scu ft} (cu tt) [cu ft)
Z1 = 500 For 73 5 91 355 2.92 062 294 355 -61
Z2 - 35 Ty¢9e B= 1 0
n= 0015 RQlled =3.5 5 300 3.18 067 271 3m -29
S= 0.005 10 600 2.24 047 342 60O -258
15 904 177 038 3133 9DO -517
d= 0.143 ff. Za 1200 1.45 0 34 406 1200 -794
25 15m 1.21 026 416 150D -1084
A R Q Tc Tc taial I Qc 30 18a0 1.04 0.71 423 18M -1377 ~
35 2104 0.91 D1J 428 2100 -1672
0.55 007 0 82 2.65 5.91 2 92 0.62 40 2400 4.82 0.17 438 2400 -1962
45 2700 0.74 0.16 443 27[](} -2257
Q peak for Gas+g 4= 062 cfs SQ 3000 0.68 014 450 30DD -2550
55 3300 0.84 0.14 464 3300 -2836
50 36M fl.61 013 481 36pQ -3119
CASE 2 65 39D0 0.60 0.13 511 3904 -3389
70 4200 0.58 012 531 42pt} -3669
Case 2 assumes a Ttme of Goncentratian less than 5 mfnutes so that the 75 450Q 0.56 ❑,1 2 549 4500 -3951
peak flaw = 90(3.18)[Imp. prea) = 024 cft 80 A&O 0.53 011 553 48tla -4247
85 5100 0.52 0.11 578 5100 -4524
90 5400 0.50 011 58.5 S400 -4815
5v, the Peak flaw Tor tha easin is 4he greater nf the two flows, 95 5700 0.49 0,10 605 570D -5095
0.62 cis 10(] 60M 0.48 0.10 623 660O 5371
208' DRAINAGE PQN[] CALCClr.AT4ON5
, Required '2q8` 5tgrage'Volume
= Impervfous Area x 5 in 112 Irtt 151 cu R
2Q$' ; brage Ilolume Prpvided 0 cu R
QRMi1VEl,L REC]UIREMEPETS -10 YEAR 6ESIGN 51`C]R
Ma)cirnum Storage Requlred by Bowrst" -29 cu R
Nurrtber and Type of Drywefls Required 0 Strtgla
1 Qottble
BOWSTRING METHOD PROJECT: Rivervvalk 4th Addition
PEAK FLOW CALCULATION PROJECT Riverwalk 4th Addition DETENTION BASIN DESIGN BASIN: D4
BASIN: D4 10-Year Design Storm DESIGNER: B. Howard
Tot. Area 1 66 Acres DATE:
Imp. Area 4324 SF
C = 0.15
Time Increment (min) 5
CASE 1 Time of Conc. (min) 5.00
Outflow (cfs) 1
60 ft. Overland Flow Design Year Flow 10
Area (acres) 1.66
Ct = 015 Impervious Area (sq ft) 4324
L= 60 ft. 'C' Factor 0.15
n= 0.40 '208' Volume Provided 0
S= 0 020 Area ' C 0 249
Tc = 3.27 min., by EquaGon 3-2 of Guidelines
Time Time Inc. IMens. Q Devel. Vol.ln Vo1.0ut Storage
127 ft. Gutter flow (min) (sec) (iNhr) (cfs) (cu ft) (cu ft) (cu ft)
Z1 = 50.0 For Z2 5.00 300 3.18 0.79 318 300 18
Z2 = 3.5 Type B= 1.0
n= 0.016 Rolled = 3.5 5 300 3.18 0.79 318 300 18
S= 0.018 10 600 2.24 0.56 392 600 -208
15 soo 1.77 0.44 aaz soo -458
d= 0.123 ft 20 1200 1.45 0.36 470 1200 -730
25 1500 1.21 0.30 483 1500 -1017
A R Q Tc Tc total I ac 30 1800 1.04 0.26 493 1800 -1307
35 2100 0.91 0.23 499 2100 -1601
0.40 0.06 0.79 1.08 5.00 3.18 0.79 40 2400 0.82 0.20 511 2400 -1889 ~{1
45 2700 0.74 0.18 516 2700 -2184
Qpeak for Case 1= 0.79 cfs 50 3000 0.68 0.17 525 3000 -2475
55 3300 0.64 0.16 542 3300 -2758
60 3600 0.61 0.15 562 3600 -3038
CASE 2 65 3900 0.60 0.15 598 3900 -3302
70 4200 0.58 0.14 621 4200 -3579
Case 2 assumes a Time of Concentration less than 5 minutes so that the 75 4500 0.56 014 642 4500 3858
peak flow =.90(3.18)(Imp. Area) = 0 28 cfs 80 4800 0.53 0.13 647 4800 -4153
85 5100 0.52 013 674 5100 -4426
90 5400 0.50 0.12 685 5400 -4715
So, the Peak Flow for the Basfn is the greater of the two flows, 95 5700 0.49 0.12 708 5700 -4992
0 79 cfs 100 6000 0.48 0.12 729 6000 5271
208' DRAINAGE POND CALCULATIONS
Required'208' Storage Volume
= ImpeMous Area x.5 in / 12 iNft 180 cu ft
208' Storage Volume Provided go'] cu ft
DRYWELL REQUIREMENTS -10 YEAR DESIGN STOR
Ma)dmum Storage Required by Bowstring 18 cu ft
Number and Type of Drywells Required 0 Single
1 Doubte
BOWSTRING METHOD PROJECT: Riverwalk 4th Addition
PEAK FLOW CALCULATION PROJECT Rivervvaik 4ih Adddion { DETENTION BASIN DESIGN BASIN: D
BASIN: D ;~~~10-Year Design StoRn DESIGNER: B. Howard
Tot. Area 5.75 Acres i
Imp. Area 21817 SF OATE:
C= 0.25
Time Increment (min)
5
CASE 1 Time of Conc. (m1n) 14.77
~ . i;2.Y. Outflow (Cfs) 2
525 ft Overland Flow
zz~~ ;:g:r=~ i»z: Design Year Flow 10
Area (acres) 5.75
~.z
Ct = 0.15 zz.u ;;I, .g Impervious Area (sq ft) 21817
L= 525 ft ',C Factor 0.25
i ;~;~;..;a:•
n= 0.40 '208' Volume Provided 0
S= 0.010 N Area ' C 1.438
Tc = 14.77 min., by EquaUon 3-2 of Guidelines
Time Tirtre Inc. Intens. Q Devel. Vol.In Vol.Out Storage
0 ft. Gutter (low (min) (sec) (iNhr) (cis) (cu ft) (cu ft) (cu R)
~ .za iz~::
; ~
Z1 = 50.0 For 72 ?14.77 886 1.80 2.58 3066 1773 1294
72 = 3.5 Type B= 1.0
n = 0.016 Rolled = 3.5 "~"'z:i :~'?~z •
300 3.18 4.57 1838 600 1238
S= 0.005 10 600 2.24 3.22 2589 1200 1389
;;:2: ; 15 soo 1.77 2.54 3057 1800 1257
z;•,..
d= 0.244 ft. 20 1200 1.45 2.08 3129 2400 729
25 1500 1.21 1.74 3133 3000 133
~
A R Q Tc Tc total I Qc 30 1800 1.04 1.50 3141 3600 -459
. ~
" ~
35 2100 0.91 1.31 3141 4200 -1059
1.59 0.12 2.58 0 00 1477 1.80 2.58 40 2400 0.82 1.18 3184 4800 -1616
2:; 45 2700 0.74 1.06 3193 5400 -2207
Qpeak for Case 1= 2.58 cfs ;i 50 3000 0.68 0.98 3227 6000 -2773
Mi~ ;;,55 3300 0.64 0.92 3313 6600 3287
%
;2==x:;==:.•
so ssoo 0.61 0.88 3421 >zoo ~ns
CASE 2 &;"`"'~~~'~:i
:%%}iz:~z; ; 65 3900 0.60 0.86 3624 7800 4176
70 4200 0.58 0.83 3753 8400 -4647
Case 2 assumes a Time of Concentratfon less than 5 minutes so that the 75 4500 0 56 0.81 3865 9000 5135
peak flow =.90(3.18)(Imp. Area) = 1.43 cfs 80 4800 0.53 0.76 3887 9600 -5713
' • ~z; ..~i. :
1 85 5100 0.52 0.75 4037 10200 -6163
g 90 5400 0.50 0.72 4098 10800 -('i702
So, the Peak 8ow for the Basin is the 9reater of the tvw Flows, ' ;
95 5700 0.49 0.70 4227 11400 -7173
2 58 cfs ti'~'~i; 100 6000 0.48 0.69 4348 12000 -7652
%
'.';<wx.:
i: •?a?z*~ii~
208' DRAINAGE POND CALCULATIONS
M'` Required'208' Storage Volume
ImPervious Area x.5 In / 12 iNft 909 cu ft
208' Storage Volume Provided 107'1 cu ft
zDRYWELL REQUIREMENTS -10 YEAR DESIGN STOR
Ma)dmum Storage Required by Bowstring 1389 cu ft
%
~Z` Number and Type of Drywells Required 0 Sm le
2 Do ble
BdWSTRING AAEYWCJD PROJECT: R€verwafk 4th Adclitivn
PEAK FLOW CACCULATIQM PROJECT Rivenralk+#h Addition ❑ETEdVTIdN BRSfhE DESIGN BASIN• E1
BR51M E1 S0-Year ❑esagn 5torm DESIGNER: B Howard
T'nt Area 0.38 Acres DATE.
Imp Area 3[)61 SF
C = 0.40
Tim Increment (mtn) S
CASE I Tirre af Conc, (R[in} 5 75
Outflaw (cfs) 1
60 ft c7verland Flow Design Year Ftov 10
Area (aGre&) 0.38
Ct = 0.15 ampenrious Area (sQ ft) 3061
L= 60 ft. 'C" Factor 0.4
n = 0.40 `2d78' Volurrte Provided Q
S= 0020 Area' C 0152
Tc = 3.27 min., Iby Equation 3-2 of Guide[ines
Tlme Tirrte Inc. fntens. ❑ C3eve1 Vol.fn 1101 Out Siorage
156 ft. Gufter Tlow (mirr) (w) (INhr) {cfs} (cu ft) [cu R) (cu ft)
a=~==__~ ~a-a==== -=cc~=a- _--__~c.a caaa===== °..~~~~..:aa==~.A~W
21 = 50.0 For Z2 575 345 i 2.97 T^^ 0.45 209 ~ 345 -136
Z2= 35 Yype 8=1A
n= 0A96 Rolleci = 35 5 300 3.16 0.48 194 3w -1[)e
s= 0.005 10 soo 2.24 034 zaa 600 -356
15 scio y rr 0.27 Z74 soa -626
d= 4.127 R. 20 1200 1 45 0.22 290 1200 -910
25 1500 121 0.18 297 1500 -1203
A R Q Te Ta tatal I Qe 30 1804 1.04 0.16 303 1800 -1497
35 21(]0 0.99 0.14 307 2100 -1793
043 ~_rr 006 045 249 ~5.75 2.97 045 40 aaoo 0.82 0.12 314 2400 -20e6 45 2100 0.74 a 11 317 2700 -2383
Qpeak fvr Case 1= 0.45 cfs 50 3000 0.68 0.10 322 3000 -2678
55 3300 064 0.10 332 33oo -2968
so 3600 0.61 0.0e aas 3600 -3255
GASE 2 65 3900 0.60 0.09 366 39DO -3534
` 10 4200 4.58 0.09 381 4200 -3818
Case 2 assaimes a 7isr►e o[ Concenhatian lm than 5 rnlnutes so that the 75 4500 (].55 0.09 893 450O -4107
peak flov = 90(3.18){tcnp. Area) = t] 20 c1s 8il 480(1 0.53 0.08 396 4800 -4404
85 5100 0.52 008 412 6100 -4688
sa 5400 050 0.08 419 5400 -4981
5a, the Peak ftv for the Bssin Is the greater af the two fi~, 95 5700 0.49 0 07 433 5700 5267
0.45 cfs 100 6000 048 0.41 448 6000 -5554
20& DRAlIV'ACE POND CALCLJLATIONS
Requtred'208' Stvrage Volume
= Impenrious Area x,5 in 112 iNfd 128 cu ft
2W Starage Vqlums Providesi 135'cai ft
QRYWELL REqUIREMENTS -10 YEAR pESIGN 5`C[]R
Maximurn Storage Required Dy Buwsftg -106 cu R
Number and Type of prywe[Is Requlred 0 S{ngIe
1 Dauble
60W5TRING; HIETMC?[3 PRiiJECT: Riverwraik 4th Adddion
PEAK FL[]W CALCLlI.,WTIpN PR47JECT Rh+erwalk 4th Additian ❑ETENTIOtd BASfA1 'DESIGN 6A51N; EZ
BA51N. E2 10`Year Design Sform GESIGNER: 6 F9orard
Tat Area 0 62 AiCres IJATE:
!mp Area 5236 SF
C = 0.60
Time Inceement (min) 5
CASE 1 Time of Cartc (mIM) 7.11
Outflov (efs) 1
60 R Overland Flow Design Year Flow 10
Rrea (acres) s2
G# = O.15 Imper+rivus Rrea (sq ft) 5236
L = 60 ft. 'C' Factor 0.6
ry = 0.40 '209 Volume Provided a
5= 0020 Area' C 0.372
Tc = 3 2'ri mirs, by Equatlan 3-2 af Guidehnes
Time Time IRC, Inter►s, Q Devel VnI.En Vol.Ovt 5truage
294 ft. Gutter flow (min) fswf (iivfic) (oes) [cu R) (cu ft) (cu it)
Z] = 50.0 FQr Z2 7.11 427 2.66 0 99 566 427 ~ 190
Z2 = 35 Type 6= 1.0
n= 0.016 RQlled = 3.5 5 300 3,18 1,18 476 300 176
S= 0.005 10 600 2.24 8.83 621 fiw 21
15 800 1.77 066 68B 900 -212
d= 0171 R. 20 1200 1.45 (].54 728 1 ZOU 474
25 1500 1.21 0 45 741 1500 -759
A R Q Tc Tc tatal I Qc 30 1soo 1.064 0.33 753 18M -1047
35 2900 0.91 0.34 760 2100 -1340 ~
078 0 09 099 3.85 711 2.66 99 40 2400 0.82 0 31 778 2400 -1 624
45 2740 074 [l 28 783 7700 -191 T
Q peaic fvr Cas+E 1= 0 39 cft 50 30As] a 68 0.25 796 3000 -2204
55 330a 0,84 0 24 8ZU .2480
60 3600 061 023 850 36DO -z750
cASE z ss 3900 060 0.22 903 39W -2D97
?Q 4200 0.5$ 0.22 9w 4200 -3262
Case 2 assume5 a T6me vi Cnncentratian less than S minutes so that €he 75 4500 056 0,21 g68 qsqp .3532
peak fl[nrv =•90(3 18)(Imp Area) = 0.34 Cfs 80 4800 0.53 0.20 935 4800 3B25
E35 5100 O.52 019 1015 5100 -4085
98 5400 0.50 0.19 1 031 5400 -4369
Sv, the Peak flov for the Bestn is tha greater nf the riva linws, 95 5700 0.49 018 1065 $700 -4635
o ss cr$ 100 6000 0 48 0.18 1097 sDDO -4903
208' ai2AiNAGE F'OND CALGUI.ATIDNS
Required'208' Storage Vdums
= Impervbus Area x.S in 112 iNR 218 cu ft
2D8' Storage Vvlume Pravided 2JI cu ft
D#t1fWWELL REQLiIREMENTS - 10 YEAR DE51GN STUR
Ma)dmurn 5torage Required ay Bowstrfng 178 au ft
Number and Type aT Drywells Requireci ~~ingle
1 double
BOWSTRING METMd{D PROdECT: Riverwalk 4th Addittol
PEAK FLOW CALCLII.ATIQN PRQJECT Rrvervvalk 4th Adddion ❑E7EN71ON BASfN i]ESIGN BA51N. E3
BA51N E3 i0-Year Design 5ivrm flE51GNER` B. Woarard
Tat Area 0.53 Acres pqf€, -H•**•-e
Imp Area 4650 SF
C= 040
Time 1ncremen3 (min) 5
.A5E 1 Tirrie+of Canc. (min) 5.08
Outllow (cis) 1
6[] R, Overland Florv Design Year Flaw 10
Area (acres) 053
Ct = a 1 S Impermus Area (sq ft) 465[]
L= 60 ft, 'C' Factos 0,4
n= 040 = Vplumg Pravided 0
S W 0.020 Area ' G v.29 2
Tc ~ 3 27 min., hy Equativn 3-2 af Guidefines
Time 7ime Inc. Intens. Q Devel. Va1.ln Vol.but 5tvrage
155 R. Gutter Tlaw (mm) Isec) (Inlhr) [cis) [cu ft) {cu ft) (cu ft)
Z1 = 500 Far 72 5 08 305 316 0 67 273 306 -31
7-2 = 35 Type e= 10
n= 0016 Ro#led = 3 5 5 300 318 067 271 3Ci0 -23 e==
5= 0019 10 600 2 24 0 47 334 600 -266
' 15 900 l 77 038 3T7 900 -523
d= 0.075 ft, 24 1200 145 034 401 12470 -799
25 15(]0 121 0.26 411 150D -1089
A R Q Tc TC tota9 I Qc 30 18M 4.04 0.22 420 1 BOO -1 3$Q
35 2100 091 019 425 2100 -1675
0 15 0(}4 ❑ 21 1 81 5.08 316 0.67 40 2400 082 017 435 2400 -1955
45 2700 074 0.16 440 2704 -2260
L7peak Tor Case 9= 057 cfs 50 3000 0.$8 47.14 447 3000 -2553 '
5.5 3300 064 014 482 &W -2838
60 36(]0 0.61 0.13 479 3600 -3121
CASE ? , fiS 3900 0.60 013 509 3900 -3391
70 4200 0,58 0.12 529 4200 -M71
Case 2 assumes a Time of Cvncerytratlon less than 5 minutes sa tAat fhe 75 450(} 0 56 012 547 45M -3553
peak Tbw ='90(3 18)[Imp, Area) = 4 31 cfs 8o 4$pp 0.53 0,11 551 4800 -4249
85 5100 052 ❑ 11 574 5100 -4526
90 5400 0.50 011 583 5400 -0817
50, fhe Peak flovv far the Basin ia the greater of the hwo flovrs, 95 5700 049 0.10 B():i 5700 -5097
o 67 ors • 100 6000 048 010 621 e= -5379
208' C7RAlhEAGE RONO CALCUL4TIDN5
Required 2tl8' Staage Volum$
= Impervivus Area x.5 in 112 rNft 194 Cu fE
208' Sterrage l1alume Pmvfded 0 cu ft
oRYV1lELL REQUIREMEAITS • 10 YEAR DE51C;IV 5Tf7Ft
, Ma)slmum 5torage Required by Bnwslring -29 cu ft
Nurnber and Type of I]ryweIfs Required fl StrEgle
1 Douhle
60WSTRING METHOD PRQJECT: R[nrerwalk 4th AddrHan
PEAK FLOW CALCUE,ATIDN PRDJECT Rivermralk 4th Addrbon DETENTION BRSIN QESIGN BA51N. E
8R51N E S0-Year pesign 5tarm DE3IGHER' B. hfoward
fot Area 1.53 Acres DATE:
Imp. Area 12903 5F
C= P)40
Time IrECrement (min) 5
CASE 1 Time of Cvnc. (mm) 8 98
[}utftctw (Gis) 1
70 ft. Overland F[vw Qesign Year Flaw 10
Area (acres) 1.53
Ct = 015 ImperviouS Area (sy R) 129(]3
L= 70 it 'C' Facior 04
n= 8 40 '208' Volume Prwided p
5= 0020 Area ' C 0612
Tc = 3.58 min , hy Equation 3-2 af Gutdelines
TIme 7ime Inc Inter►s. Q OepeL Val In Val Out &torage
628 ft Gvtter fla,v (min) (sea) (iNt►r) (Cis) (cu it) {cu tt) (cu ft)
---b......,.
Z1 = 500 For Z2 8.98 539 2.37 1.45 1049 539 510
z==
7-2 = 35 Type B= 1 0
n= 0.01 B Rolled = 3 5 5 300 318 1,95 782 300 482
5= 0012 10 600 2 24 1.37 1074 600 474
15 900 1 T7 108 1173 900 s``.73
d = 4 167 ft. 2(} 1200 1.45 089 1228 1206 28
25 1500 1 21 074 1247 1500 -253
A R U 7C Tc total I L]C 30 1800 104 064 1282 1800 -53B
35 2100 0 31 0.56 1272 2100 -828
0 75 0.46 1 45 540 898 2 37 1.45 90 2400 0.82 050 1296 24DO -11 U4 ~Q
45 2700 074 0 45 1306 2700 -1 394 C~3
-)peak for Case 1= 1 45 cfs 50 3000 068 042 1325 3000 -1575
55 3300 0.64 0.39 -1364 33[]0 -1936
60 3600 061 037 1412 360 -2188
,'A5E 2 65 3900 060 0.37 1499 3900 -2401
70 4204 D.a$ 035 1556 420D -2644
Case 2 assum$s a Time vf CvnQentration less lhan 5 minutss sa that the 75 4500 056 0.34 1605 4500 -2895
peak florv = 90(3.18){Imp Area) = 0.85 cfs 80 48W 0.53 0.32 1696 48Ua -3184
85 5100 0.52 0.32 1681 5100 -3419
90 5400 0.50 0 31 1708 .ri400 -3692
the Peak flaw for the Basm rs the greater of dhe two flovrs, 95 5700 0.43 0.30 1764 5700 -3938
1 45 efs 100 6000 0.48 0 29 1816 6000 -4184
2Q8''QRRfNRGE PDND GALCULATIONS
Requtred '208' Starage Volume
= Impervious Rrea x 5 in 112 iNft S38 cu ft
208 Storage Volume Pravided 0-i5o cu ft
ORYWELL REQUIREMEN75 -10 YEAR DE51GN STOR
AAaDdmum Storage Required by Bsrvvstring 510 cu ft
Number and Type oP RrywQlls Requ[red fl Single
1 Dvuhle
?EAK FLOW CALCLJLA7ION PFtOJECT RiverwaEk 4th Fldditlon
BA54N• Pre-Developed F
Tot Area 2.67 Acres
lrnp Area il 5F
C ~ 0.30
CASE 1
300 ft. C3verlanci Flow
~~w 015
L = 300 ft.
n = fl.4U
S = O.067
Tc = 5.97 min, by Equation 3-2 af fsuidelines
4 R. Gsmer flow
Z1 = 60Q Fnr 7.2
Z2 = 3.5 Type 8= 1[7
n = O.016 Rolled = 35
5 = O.f8U5
d = 0 235 ft.
A R Q Tc Tc tvtal 1 Qc
_--=__r= ^-R-----
S ,47 f}.1 2 - 2.32 000 597 ~ ~ 2.32 ~
(]peak fvr Case 1 a 2 32 cfs
[:ASE 2
Gase 2 assumes a 7irrte ot CorDentraison less lhan S rnlrrsrtes sa tt4at ft€e
Deak filowr =.90(3.18}(linp Azsa) _ ❑.00 cfs
5a, the F'eak flaw for [he Basirr is the grea4er aP Ihe twa flows,
2 32 Cts
PcAK FLOW CALCULATION PROJECT Rivervralk 4ih Addition
BASIN: Developed F
Tot Area 2.67 Acres
Imp. Area 0 SF
C= 027
CASE 1
300 ft Overtand Flow
Ct = 0.15
L = 300 ft
n= 040
S = 0 067
Tc = 5 97 min., by Equation 3-2 of Guidelines
0 ft. Gutter flow
Zt = 50.0 For Z2
Z2 = 3 5 Type B= 1.0
n= 0 016 Rolled = 3.5
S = 0 005
d = 0.226 ft.
A R Q Tc Tc total I Qc C4
1.36 0.11 2.09 0.00 5 97 2.90 2.09
Qpeak for Case 1= 2.09 cfs
CASE 2
Case 2 assumes a Time of Concentration less than 5 minutes so that the
peak flow =.90(3.18)(Imp Area) = 0.00 cfs
So, the Peak flow for the Basin is the greater of the two flows,
2.09 cfs
Weightsd ftunoff Caefficient CafcuiatiQn
Praject: RiVerwalk 4th ►4dditivn
Basin: F 1PE Jab 95580
Tatal Area (aeres): 2.6700 Designer: S. Murphy
Landscape Area {acres} 0-9200 Date: 02112f96
Grass Area (acres): 2.1500
Landscape Area "C" 0.1500
GfaS5 ldlrea erCu: ❑.3000
(Crrip. Area)(Imp. "C")= 0.0780
(G rass Area) (G rass "C'°) _ 0.6450
2.6700 0.7230
'
Weighted "G"= 0.7230
0.2708
2.6700
Z3
CTJRB TNLET CALCULATIONS
,
.
Project: Riverwafk 4th Addition
Date: 15-VIar-96
Designer: S. Murphy
l1pstreacn Carryover Accumuf. Pond '208'
'208' Curb ❑rop Imper. Stnrage Storage :#nrage Yype1 Starage Carryo►►er
Sub-Basin Station RlL Area Reca't Rev"k RsQY Size Pravided aewnstream
C1 47+70 R 9524 398.7 396.7 12c6I] 414.0
C2 48+65 R 9130 380.4 380.4 11x60 3€33.0
D1 50+05 R 8201 341.7 341.7 11x56 358.0
❑4 51 +3{f R 1361 fi 567.3 561.3 add 718.9
E1 45+76 L 3061 127.5 127.5 15x15 135.0
E2 49+74 L 523€`i 218.2 218.2 19x2O 219.0
E3 51+30 L 4650 193.8 193.8 1425 204.0
` Calculated per Figure 18 of Guide[ines
L~
Curh fnlet Qepressian = 2 in.
Standard Curb fnlet Lengfh = 4 ft,
Upstrearn Gutter Roughnes Fteciprocsl Depth Length
Curb arap lmpervivus Peak Ffawr Slape Cneff. Cross slope af Flow Required
SutrBasm Station RAL Area C.f.s. _ S F n Z ZIn d` Oa1La"* QI(palLa) Remarks
e1 47f70 R 9520 096 0.0094 0.0160 50 3125 0.14 0.499 9.69 Need 2 - 5' curb infets
C2 48+65 R 9130 0.89 Sump ConditiDn
0'I 50+05 R 8201 1.57 0.0189 0.0160 50 3125 0.15 0.105 15.02 Need 3 - 5' curb inlets
A4 51+30 Et 4324 0.79 5ump Condidon
E1 46+76 L 3061 0.45 0.045 0.01+60 50 3125 012 0.084 5.38 Need 1 - 5' curh inlet
E2 49+74 L 5236 0.99 0.005 0.0160 50 3125 0.16 0.113 8.77 Need 1 - 4', 1 - 5' curh inlsts
E3 59+30 L 4650 0.67 5arrnp Condidon ~
I
GR►ATE C~LCULATIONS
GRATE CALClJLATION - CflNTINUaIJS GRAaE Basin ❑2
Statian 17+76 Lt.
Q = 0.49 cfs
S = 0.0050 ft]ft
Z = 50
d = 0.13
w = 6.28
grate w= 3.98 W.S.D.Q.T. Type 2 Grate
°!ow = 63
°!oQ = 94 Frvm Figure 15 of Guidelines
Q divert. = 0.46 efs
Q excess = 0.03 cfs
2-G
GRATE CALCL1LATiDN - CQNTINUC]l3S GRADE Basin D3
Sta#ion 17+76 Rt.
0.62 cfs
S = 0.0050 ftlft
Z = 50
d = 0,14
w = 6.86
grate w= 3.98 W.S.D.O.T. Type 2 Grate
°low = 5$
' %Q = 91 Fram Figure 15 af Guidelines
Q d ivert. = 0.56 cfs
0 excess = 0.06 cfs
2-7
P~~E FLC)W CA~CULATI(3NS
Pipe Flvw Calculatian C8 #1 to CB #2
Flaw 0.620 ds Clut IE 2023.95
Diameter 1.00 ft In 1E 2024.21
51ope 0.0081 ftlft
n 0.0120
L 32.00 it d/dia A R G7 V
De,pth af flow,d 0.90 ft 0.90 0.7445 0.298(} 3.72 4.99
FCvwing FulI - 1.00 ft 1.00 0.7854 0.25(]0 3.49 4 44
Critical Depth 0.320 ft 0.32 0.2167 0.1801 0.62 2.86
. Normal Depth 0.280 ft 0.28 0.1$00 0.1614 0.62 3.44
HWc 0.511 ft INLET CONTROL
HWn 0.556 ft
HWp ft
Z8
Pipe Fiow Calculativn CB #2 to MH A
Flow 1.110 cfs Qut IE 2022.39
❑iameter 1.00 ft In IE 2023.$5
SPape 0.0056 ftlft
n 0.0120
L 260.00 it df dia A R Q V
Depth of fl aw, d 0.90 ft 0.90 0.7445 0.2980 3.09 4.15
Fiowing Full' 1.00 f# 1.00 0.7$54 0.2500 2.90 3.69
Criticaf Depfh 0.440 ft 0.44 0.3328 0.2294 1.11 3.34
Nvrmal Depth 0,420 ft ❑.42 0.3132 0.2220 1.11 3.54
HWc 0.699 ft INLET CONTF3OL
HWn 0.713 ft
HWp ft
Z~
Pipe Flow Calcula#ion MH A to Dutlet
Flow 1.110 cfs Qut IE 2019.17
Diamater 1.IX0 ft In IE 2022.29
Slvpe 0.0120 ftlft
. n 0.0120
L 260A0 ft d{d i a A R G! V
Depth of flvw,d 0.90 ft 0.90 0.7445 0.2980 4.52 6.07
. Flawing FuII 1.00 ft 1.00 0.7854 0.2500 4.24 5.40
Critical ❑epth 0.440 it 0.44 4.3328 0.2294 1,11 3.34
Nvrmal Depth 0.340 f# 0.34 0M55 0.1891 1.11 4.71
HWc 0.699 ft 16VLET CUNTROL
HWn 0.857 ft
HWp ft
BACKWATER CA.LCULA.TI[)NS
Backwater Calculation Sheet - Riverwalk 4th Addition
Pipe Segment MH - Out CB 2-MH CB 1- 2
1 Q 1.11 1.11 0.62
2 Length 260.00 260.00 32.00
3 Pipe Size 1.00 1.00 1.00
4 n 0.012 0.012 0.012
5 Outlet EI. 2019.17 2022.39 2023.95
6 I n I et E I. 2022.29 2023.85 2024.21
Slope 0.0120 0.0056 0.0081
7 Barrel Area 0.79 0.79 0.79
8 Barrel Vel. 1.41 1.41 0.79
9 Vel. Head 0.03 0.03 0.01
10 TW E I. 2019.89 2023.29 2024.48
11 Frict.loss 0.21 0.21 0.01
12 Entr. HGL EI. 2020.10 2023.50 2024.49
13 Entr. Head loss 0.03 0.03 0.01
14 Exit Head Loss 0.03 0.03 0.01
15 Outlet Ctrl. EI. 2020.16 2023.56 2024.51 ~
Inlet Ctrl. HW 0.999 0.634 0.634
16 Inlet Ctrl. EI. 2023.29 2024.48 2024.84
17 Appr. Vel. Head 0.00 0.00 0.00
18 Bend Head Loss 0.00 0.00 0.00
Junct. HL Coeff. 0.00 0.00 0.00
19 Junct. Head Loss 0.00 0.00 0.00
20 HW Elev. 2023.29 2024.48 2024.84
G rate E 1. 2026.96 2026.71 2026.71
Freeboard 3.67 2.23 1.87
SOIL MAP
a
A
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I
AAM
S P O K A N E C O U N T Y . 6 DIViSION OF ENGIIVEHRING AND ROADS • A DIVISION OF THE PUBLIC WORKS DEPARTMENT
William A. Johns, P.E., County Engineer Dennis M. Scott, P.E., Director
April 23, 1996
Todd Wh ip f' P. E.
IPEC
_ Edward Dean
Dean Building Corporation
16720 N.E. 116th Street
Redmond, WA 98052
SUBJECT: h414C - Riverwallc 4th Addition
P1414D - Riverwalk Sth Addition
Construction Drawings - Submittal Not Accepted at This Time
Gentlemen:
We have received your recent submittals of construction plans for these projects. Based on the
status of the improvements for phases 1, 2, and 3 of this development, we cannot accept these
plans at this time.
This decision is based on
1. The status of the sewer system: At this time, the lift station for the sewer system
serving this project has not been completed/accepted. There are approximately a dozen homes
from phase 1 already connected to this pipe system.
2. The status of the roads/drainage: At this time, there appear to be a number of
significant field changes to the approved plans for phase 1; our records indicate that none of
these changes were submitted to the County Engineer's Office for approval. Several major '
components of the drainage system were not constructed at all, nor were several components of
the road system, vital to traffic safety and emergency access, constructed in accordance with the
approved plans.
In addition, a significant portion of the Utilities work is in progress, although your
submittals of the Record Drawings would imply that the work is complete.
1026 W. Broadwny Ave. • Spokane, WA 99260-0170 •(509) 456-3600 FAX: (509) 324-3478 TDD: (509) 324-3166
I
i __J
~ Y
Todd Whipple, P.E.
Edward Dean
P1414C - Riverwalk 4th Addition
P1414D - Riverwalk 5th Addition
Construction Drawings - Submittal Not Accepted at This Time
April 23, 1996
Page 2 of 2
Until all outstanding deficiencies are corrected, and all work is completed, this office would be
remiss in its duty to ensure the health, safety, and welfare of the public in accepting construction
i plans for further development. We are therefore returning the submittals for these projects.
If you have any questions about this matter, please contact Ed Parry at 456-3600. Thank you.
Very truly yours,
/e/w&liiiia~ . Jo , . E.
-
Spokane County Engineer
encls: Construction Drawings - P1414C
Construction Drawings - P1414D
cc: project file
Spokane County Public Works Director: Dennis Scott, P.E.
Spokane County Engineer's Office: Bill Johns, P.E., Bill Hemmings, P.E., Jim Radke, P.E.
Verne Jacobsen, Dean Housely Company, Spokane, WA (via fax)
reviewer
. , ~`AX COVER S~ET t
~ l~
SpOK1~NE C~]UN`~`Y E1VilINEE1~''~ (3FFICE ~3~ ~
1026 W. Brvadway Avenue, Spokane, WA 9926[} Phone. (509} 456-3600 ~
First Flvor Fax # (509) 324-7655
DATE: 27-3 ApeAe FAX# 29P6 (N-i - (0(120
TO: ~ D &sk~
COMFANY: D.-A,.a `4~. cep
CITYISTATEE: pw'Dozob W'k
Number of Pages (including caver sheet): ~
FROM:
NNTEESSAGE: ILF : 9ZwwWW h-k- 4+L
l°~
F.AX GOVER SHEET
SP(3KA1VE CC7LTNTY ENGINEER'S OFFTCE
1026 W. Broadway Avenue, Spaka3ne, WA 99260 Phone: (509) 456-3600
First Flavr Fax # (509) 324-7655
DA'IE: FAX #
TC] ;
C[]NMANY:
CI'T'Y'fSY"ATE: Number v£ Pages (incTuding caver sheet):
FROM:
1'vIESSAGE; ;wY tjxx
,4&,a.. r1wz O.e GG. •
~qr.."
. . • Y
FA~ ST-IEET
SPOKANE COUNTY ENGiNEE~!S OFF1'LE 1026 W. Broadway Ayenue, Spokane, `VVA 99260 Phorre: (509) 456-36(]0
First Flaar Fax # (5I39) 324-7655
~ATE: 4r ljj~ FAX
TC); U'-^tpr' .-rTtcca-"~
COMPANY: Detq~ fb~t4icz.i •
CIT'Y15TATE:
Number of Pages (incPuding cover sheex): ~
F'RC3NI: eD PAW
MESSA,CxE:i~_ V-cvw,-JAv- 4e,
t7ka 4%.4 v
` / ' ~
s P[~ x A N E C 0 U4 N T Y
I71VISION OF ENGIIVEERI4+1G AND RDADS • ,A I?IVISIoIV DF THE PUBLIC WGAICS DEPARTMEIVI'
William A. Johns, P E, Coun!]o Engineer Dennis M. 5cott, P E., Directus
May 16, 199&
Todd Whipple, P. E.
IPEC '
Edward Deari
Dean Building Corpvration
15720 N.E. 116th Street _
Redmvnd, VVA 98052
SUB]ECT: 61111414C - Riverwalk 4tlt Additivn
P1414T1 - Rivea'wallc Sth Additinn ~
Canstrut:tion Drawings - Su6mittal Nvt Accepted at This Time
Gentlemen:
We have canducted a cursory review of yvur recent subrnittal for this project, and we have
found items which do nnt apgear to meet the minimum 5tai1d3Td5 of the Spokane Cauntu
Standards fvr Raad and Sewer Construction. We are, theref4re, unable ta accept your svbmittal
at this time.
The attached comment list contains items of cor,-!ern which we discvvered during a cursary
review of this submittaI. You should be certain, b~fare yQU resuhmit the plans and calculations
for this project, that your submittal meets the requirements of all applicable agencies. When the
plans are resubmitted. Diease rnark all chanves on the revised nrint in color.
We note the follawing:
a. As of May 15, 1996, the prQje.ct review fees for these ptvjects, as well as fvc phase ~
1(P1414A,) are overdue. Please refer ta our invoices of April 5, 1996. Future plan submittals
for these prvjects will rtot be cvmsidered for review unless the account is current, ~
b. 7'here has been a gvod faith effort tv cvimplete the wvrk for bvth Indiana Avenue and .
the sanitary sewer trunk 1ine, pump s#ation, and fvtce main serving this site. Based on ynur
effarts, we will modify the pvsition taken in our leftr of April 23, 1996, and we will a11vw the
plans for these prvjects intv the plan review sysCem. However, this is contingent upon your
continued gvad faith effoi-tts ta aomplete the wark for these items; if khese efforts shauld falter,
we reserve the right to rescind this modification of our positivn, nr any accepta.nce of the
canstructivn pIan,s fvr these projects by the County.
.
1026 W. $roadway Ave. 0 Spokane, WA 99260-0170 •(509) 456-3600 FA7{. (509) 324-1' 478 Tbi? {504) 324-3166
r~
.
, •
Todd WhipplQ, F.E..
Edward Dean
P1414C - Riverwalk 4th Addiitioa
P1414ll - Rnverwalk Sth Adclition
Canstruction I]rawiugs - 5ubmitta1 Nvt A►ccepted at This Time
May 16, 1996
i
Page 2 crf 2
c. The constructian of Indiana Avenue, from Barker Rvad tv the easterly terminus in
Riverwalk 2nd Addition, needs to be cvmplete, and estahlished for rnainteriance by the Caunty,
prior to the Final Apprvval far these plats. This includes ald related and appurtenant wvrk far
drainage and landscaping.
If yau have any questivns abaux this review, please contact Ed Parry at 456-3600. Thank yvu.
Very tru1Y Yvurs,
WillTarn . ]ohns, P. E.
Spvkane Cvunty Engineer
encts: Canstruccion Urawings - P1414C
Constructi¢n Drawings - P1414D
cc: prnjecc file
Spokane Councy Puhlic Worls Uirector: Dazuus Scott, P.E.
Spvlcane County Engineer's vffice: Bill .Iohns, P.E., BnA HeEnmings, P.E., 7un Radke, P.E.
Verne Jacahsen, Z3ean Housely Compatuy, Spo'tcazie, WA (rria fax)
reviewer
~ •
L..O EN1 a7
SPOKANE COUNTY
❑IVISZON OF EN~'iIIVEERIN~"i & ROADS
1026 W $1tOAi]WAY, SPQKANE WA 99260-0710
F'HQNE (509)456-3600 FAX (509}324-347$
SL;IBMITTAL. i_ R.EVIEWER; ~
PROJEC'I' P1414-C- DA'TE: J 5 Mkv 96
FRQJECT NAME: '
GFZMRAI,
1. The che.cklist date needs to be at le.ast somewhat current with the date of the submittal. The Aprpl 1,
1996 date of the checkiist is not apprapriate for a submittal date of May 14, 1995
5. The drainage calculativns da not cantain an energy grade line analysis (the pipes are in supercriticaI
flow at the design starnn flaw). The calcuIations do nat cvntain a pipe network aralysis, as is usuaily
conducted for gipe netwvrks.
6. The basin anap submitted has multiple drainage paths for the basins shawn. A basin map usually has
vnly the Tc path for the particular basin shvwrr. Tc path lengths generarly dv not correlate with the actwal
length indicated vn the plans (e.g.: the gutter flow component for basin A is 317°, nvt 460'; the path runs
fcom the break point at the lcnuckle (statian 13+23) to the curb return at 10+56, plus the 30' arvund the
curb return tn the inlet. Basin T3 overland flow cotnpvnent is 1anger than the auailable vuerland length.
Basin E gutter flow component is Ivnger than the available gukk.er length).
8. A request fvr De,sign Deviativn for the propvsed priVate rvad se.ct'rons, vr at Zeast arequest to extend
approval of the Design Deviativn far the private raod seetions submitted for phases 2 & 3, is needed.
9. The certifiCCativn statement vn the cover sheet vf the calculativrs does nvt match the statement in the
Standards. See the attached extract fram the Standards
12. How will the drainage facilities be rnaintained? I+leed ta address this in the drainage report. If by
hvrneowner's associativn, the 0 &M instr►2ctivns will be needed for the varivus f,acilaty compvnents
13. The Stand'ards require ihat 2sets of prants be submitted; anly mylars were received with this
submittaL Pvlylars may arcompany the prints, if yvu desire -
A capy vf the exe.cuted "Statement of Agreement" for Canstructirrn Engineering srvices will be needed
priar tv plan acceptance.
REvEEW ConIMENTS
SF'(]KA1+1E COUNTY
DIVTSTi7N [?F EIYGINEERIl►I.t"'.i & ROAT)5
1026 WBRflADWAY, 5F4KANE WA 99260-0714
FHONE (509)456-3600 FAX (549)324-3478
SUBIVTTTTAI., i REV~EWER: F-d Parv
PROTEC'I` P1414D DA'I'E: J5 Ma~V 96
PROJECT NAME: RiVerwalk 5th Addit'ton
(''zE1VERAi._
1. The checklist date neecis tv be a# least svmewhat current with the date of the submittal. The gpril 1,
1996 date af the checklist is nvt apprapriate for a submittal date vf May 14, 1996
PRdJECT DESjG:N
6. The basin map submikted has multiple drainage paths for the basins shavvn. A basin map usuaily has
vnly the Tc path for the particular basin shvwn.
8. A request for Design Deviation for the prvpQSeci private rvad sectivns, or at le.ast a request tv extend
approval caf the Design I3eviation for the pryvate raod seckioms submitted for phases 2 $c 3, is needed.
9. The certificativn statement an the eover sheet vf the calculations dm not match the statement in t,he
Standards. See the attached extract from the Standards
12. Hvw will the drainage facilities be maintained? Need tv address this in the drainage repQrt. Zf by
homeawner's association, the Q& M instructivns will be needed for the Vairiaus facility catnponents
13. The Standards requice thac 2 sets of pt'ints be submieted; vnly tnylars were receiaed vvith this
submittal. Mylars rnay accompany the prints, if you tlesire
A copy af the executed "Staternent of Agreement" for Constructi4n Engineering snrioes will be needed
privr ta plan acceptance.
n
FAX C'~~~ SHEET SPaKANE CJUhiTY ENGINEER'S OFFICE
1026 W. Sroadway Avenue, Spakane, WA 99260 PhQne: (509) 456-3600
First Fioox Fax # (509) 324-7655
DATE: F aX # q'~ -58 Ll
d
TO:
CQNVANY:
~
CZTY/STATE:
Number of Pages {inctuding caver sheet}:
FROM:
MESSAGE:
Czto- ,ruA 4r 0 (?,V-tv0.
~ ' d
sPOKANEi COUmrT~ IN~~~M Ro~ ~ ~RAIN~~~
SUBnr~ITTAr~ ~~CKLIsT PRfJlECT II bATE: 5-Z-7`14,
i .
` r~~tO7EGT NAME. ~ il~~~
PRQJECT SPONSUR: 7'F?
m
P12OJECT EN~'iINEER: "fEL11 ~
(Raad & 1426nage Pians] ~
PR(7FECT SURVEYOR: -?A-'r M ongjP= TET fl RECEIVED
(Plat)
PLEASE PR[]YLaE ARIESPtfNSE TU F-ACH ClFTHE FOLLOWING ITEMS. MAY 14 1996
GENERAL I'i'EMS
vaE3ti.Orr~A❑ 1. A signed '°AGREEME~1''' TQ 1'AY FEES" fvrm has been submicted to 5~kane Cat~n~y s~nwt~i~a~~~
applicable pfat Cecs, priar tv any pre-designlpresubmitta9 meeting
~J!f:qoE1Nj,,0 2, i have a capy of, and have reviewer1 the rqost recen¢ conditions of a Qoval and an .ErLN5 cequirements
and cQnditians n[ appraval have ~en incv€~rated in this plan sub~PRE~jEIY~
f , PRaJEcx DEsIGrr MAR 28 ES
vzat4a0wAD d hawe cornpleted a minimum af one pre-design meetung wiih 5pa pffftmm Engi.rieering
5ervicesEogineers where agreement wa,s reacbed nn drainage design approach.
r.. G r~a~ruR❑ 2. Z ha►+e includeai the resuics af sny geatechn#ca! testing thae is required by the design apprpach tQ verify design
paraimeters. .
Ym~rrQ~Nr~Q 3. T have included any requireti pavement design calculations on new F'ublie raxdways as required by the
SPUKANE CflUNTY STANDARUS F{]R ROAD A.hib SEWER COIYSCRUMQN", lafest edition.
y~L~n,Orr~~❑ 4. The roa~ azad drainage pPaw eamply rvith the"STAN!]ARD RDAD PLAN" requitements far pian, profele, and
ty,pical crQSS section elernents cantained in"SPOKANE CQ3IJNTY STANDAR.@S FOH RL)A? AND SE'W'ER
CQNS'ZRllCTION" latest editian except as allowed through appro►+ed design deviations.
resHo11rrrA❑ 5. "ihe drainage report incvrporates the nniairnuan requuements far a starm dra.inage anaTysis as nated in the G5M
and other items which a,re xppropriace tcY'demoastrace that the desiga rnects alf reQuiremeats of the Spakane
Cvunty Guidelines for Stormwater Management except as allcawed thaough approaed design deviatians.
va''~vollweQ G. A cnm~lete drainage basin rnap with tinie of ovncentrativn paths shown has heen inciuded with [1ie detailed
hydrology ca3cuiations. I]rainage basin map shovvs topograph, proposed draanage feaCures, and eerrelates ewith
hydrvlagy caEcuIacivns,
vaOrrdESKrAO 7. All applicable traffic signing requirements are met and have Ereen incorparaced in the pian submittal.
r~~KsOwtill 8. I have included capies of a!1 approved DFSIGN pEYIATIQNS wnich are required for this prvject.
v-G 1HoE1ruAE1 9. 'fhe pIarES and drainage, report are starnped, signed, and dated, and contains, ihe applicable certifica[ian
staternertt.
rEsEIrrAIwAl~ 10. I have included an adequate erasion control ptan and applic-able standard plan notes.
Y~19'NoQruAE1 11. I have secured apgravals from all applicable crutside agencies such as fire districts where applicable and haae
incYuded proaf af theie approvals.. ~
V~~rraDruAD 12. i have provided an acceptable mears far pcrpetuaI maintenaannre of s[reet and dcainage facilities that is ar.ceptable
to 5pvkane Counry and have secured and included copies vf any required easements. • .
13, I haVe rview$d the pEans, calculations arnd othee svbmittal data for completeness, accuraey and c.onslstenGy and
haVe sulmitted cwv copies vf plaxts and ( T) tound draenage report.
llckplaty1.UIMay95 3-
~
~ artd that the requiremenLs nated ahove are the minsmum requiremenes necessary co pertvrm a cursory review oz trse project -
~r',~sd that adduloraal infvrqiatian shflufd be included with ttus suEamittal as necessary.
~ • -
derstand that [his submittai wiil be checi~ed fQr cornpieteness prior to reuiew, and that ic wslf bc returned for furtf~er informatic~n -
t is found to bc incamplete. ~,'.,~l~ ;
understand that this submitt~ wiIl not be accepted for review (and plaeed nn ihe review list) untii aly required in(ormativn has ~
hcen submitted.
. ~
'
U.) 41 PPLG' REVEIVEC3
Forrn cornpieted 6y the responihle Engirieer:
°MAY 141996
Company:
Address: Ll• -7 0`7 _7+h kfC . '~_rE Z~G~ Of{AfVE GIIVEEfi
` Ztp code
Date:
. ~OR iPVKANE CDUNI'Y USE OIVI,Y
SUBMfTTAL: Acccpted far reaiew.
~ Reiurned far suhmictal of the folIcawing: ~ e4ffa " co.
GENERAL ITEM # :
S
'RC3JEGT DFSIGN # : c
FtFSi3BMI'f TAE. ITEM ff: - -
Forai retumed to: Cazupany:
Address: ~ .
,
Date: 244*1~%
$y; ~ ;v-n R.~. ,
Spoicaae Canaty Psb!"rc Wo?a)Devckopzneat 5eMces
~ -
, Uckptan+t.0!lvtay9s 2
understand chat the requsremcnts izoted ahove are tfic minanlum requireinents necessary ta pcrforeii a cursory revirw a( ti}e praject
_ plasas;, and that additlonai inicarTation should bc inc[uded with this submlttaf as necessarp.
I understand ohat th'rs submictal will 6e checked for cvcnpieteness gcior to re►+iew, and that iC wiil he retumed fqr fur[fzer infarmatian
if it is found ta ie inr.omplcte.
understand that this submifit:~ will not be accepted for review (and pZaced vn the review list) until all required infot-matian has
been submitted. ~ .
RCCEiVED
Forrn cQmpleted by the respan4hle Engineer: ~~D LL) ~ki PPt-G- Com,pany: ~ 1 r I C_ ~ Gl !I..~ I•~~j
~
Address: L~ ~a O~li i ~ ~ , at,IATE 2~J .5b~ G S~ NE C€3llNTY ENGIt~EEi~
q q
riatc: Zip code
~ FOR SPQECAME C(]CTNTY i.15E C}1vLY SUE3M['F"TAL: Accegted for review.
Rerutned for submittal of the follpwing:
CrENERAL ITi EM 1F :
4
'Ra1ECT DESIGN !f :
t .
FtES[]8M[TTAL ITEM
,
Farm retumed tv: '
Gompany:
Address: i .
I]ate:
By:
Spokane County F'ublic Wvrks DeveiQprrcent 5ervices
,
~ -
Ilckp1acv1.01tvtay95 2
INLAND PACIFIC ENGINEERIIVG - TR►41VSM1TTAL
707 W. 7th AversLie, Sulte 2Qf3 Spokane, WA (5I9)456-BB40 Fau: S509J458-6844
yk~~+~~ p` ~~•x,` ~ J
• ~ F Fr
v ,
TO: Spokane Caunty Engineers ~7ffice 'f~A1 ~,Ma,r~`18fi~ ~~V
: `.~'p ; ~p~y
~~r<~ ;i:<~}~~si'e~+~; ~~'~t7V
k
F ! t i{ i;~
- AT7ENTION: Ed Parry, P.E. <~PROQECT NAAME; ~~~e "n~~"'vali~~~~h;. , -,;~€~~r>`.`•` ~*ddItI[7n 61'
Al, ~'~'~'E``
y •i//'
RRQJECT PE-1414-81 ~~`ft; • '~~~~r,,
SFOK4W~ COUIVTY ENGfNEER
Descri tivn:
F-] Xerox Prints 0 Cflpy vf Letter RSubmittaf Package
Cl ❑rrginal Orawing ❑Cvntract Documen#s SLetter to Bill FCemmings
~
0 Wvrk AuthQrizatian ❑ Repart
No. Cnpies l7escription RECEIVED
I Spokane Caunty 5ubmittal Checklist with full doc.umentatifln ~
2 ssts (f af 5) Original 5treet Plan and Profile Sheets MAR 2 8 N6 ~
2 Drainage Reports with Basin Maps
Misc. Checklist Items ~~UNTY F-NGINEER
Purpose
■ Infarmatian 0 Review & Comments ❑ Per Yvur Request
❑ Written Approvai ■ Signature & Return ❑
Remarks
Ed- Please fnd enclvsed the above referenced infarmaf+on. Please refer ta the
Spokane CQUnty Submittal Checkaist for all infarmation required under the new
Spokane County Gu+delines. If yau have any questions concerning any partian of
the submittal, please give me a calC to discuss them. As we have discussed, the time
line is Very critical and any heIp ira facifitating the appraval oi` this plan set would be
greatly appreciated.
~
Signed: ~"4
INLAND PACIFIC ENGINEERING - TRANSMITTAL
707 W. 7th Avenue, Sufte 200 Spokane, WA (509)458-6840 Fax: (509)458-6844
TO: Spokane County Engineers-Office DATU ~May 14,;1996,
{ ~,A
1026 W. Broadway ,f.~,`_,~'
Av.a kn•
. Spokane, Wa. 99206-0170 I.P.E`~C:' PRpJECT #:,95580
f i•^~r t~+' 7SA4it ~
•}r • ` i~r' a1
W
ATTENTION: Ed Parry, P.E. ~,F'Ft0.1ECT NAME:~Riverwalk'4ttt .
fAddition
PROJECT PE-1414-81
OCTpVED
Description: MAY 1 4 1996
O Xerox Prints ❑ Copy of Letter ■ Submittal Package SppKqNE -~OW.'r iNGINEEI
■ Original Drawing O Contract Documents ❑ ❑ Work Authorization ❑ Report O
No. Copies Description
1 Submittal package and checklist required by Spokane County
2 sets (6 of 6) Street Plan and Profile Sheets
Purpose
■ Information ❑ Review & Comments O Per Your Request
* Written Approval ■ Signature & Return ❑
Remarks
Ed - At the request of our client, please accept and review the above mentioned
information as required under the recently adopted Saokane Countv Standards for
Road and Sewer Construction.
Please let me know of any additional requirements for final acceptance. If you have
any questions concerning the submittal package or its contents, feel free to contact
me at our office.
Signed: ~ ~
. tu
0 z
w rr3
ST(]RNI DRAINA~GE ANAL~$I~ ~
RECE1VED fort
REG~IV~ r ~ .
MAr 14 ~VERw~''~.~~ ~ 0r9
SPdKANE CaUNTY ENGINEER LU
4 T H AD~~YM~'~ER ~ m
D- cr.D
U)
Marcn 27, 1996
Prenared Bv:
' Inland Facifrc Engineering
707 yYest i6 Suife 200
Spokane, ~T'.,4 992174
- (509)-458-6840
DRAINA+~E REPORT
~~r
IUVERWALK
4TH ADDITxON
~
MARCH 27,1996
Prepared by:
Inlrnrd Pcrcifrc Engineerrng Company
707 West Tth Surte 200
- Spokame, WA 99204
(509)458-6840
This report has been prepared by the staff of Intand Pacific Engineering Campany under the directian
of the undersigned prafessionaI engineer vvhose seal and signature appear hereon. This report '
canfarms ta the applicable editians of the Spvkane Gounty Standards for Road and Sewer
a Canstruetion and the Spakane County Guidelines for Starmwater Management.
v ~
.
,
~
. ~2'-Abi,
~ ExPrRES 9/24/jp Todd R. Whipple, F.E.
i 8
i a
~
i `
• PiTRPvSE i T
The purpose of this report as Co deternune the extent of starm drainage facilities which will be j :
required to dispose of stannwater runaffcreated by the deVelopment ofRiVerwalk 4th Addition.
The stonm drainage facilities on this project will be designed to dispose of starmwater runoff for i
the 10-year starm event as required by Spokane County and The Gu'rdelines for Storrnwater Manaizement. This deVeloprnent is within the Ayuifer Sensitive Area and is subject to `20$' s
requirements.
ANALYSIS METHODUI.OGY
The Ratianal MethQd, which is recommended for basins Pess than ten acres in size, wil1 be used to i :
determine the peak discharges and runoff VvTumes for ths 10-year storan eVent. Bvwstring ~
calculations will be used to deternzine the vaTume of stormwater created by the 1 Usyear storm ,
event. The drainags analysis for this project will follvw The St)okane Couniv Guidelines for j
- Starmwater Manaaement. ~
PRv.rEcT nEsCRITTVN '
;
Riverwalk P.U.U. 4th Additian is a 12 98 aere, 381ot sub-division, lacated in the S'/Z af the SVV
1I4 and GoVernment Lats 5 and 6 af Section 8, T. 25 N., R. 45 E►►dVM. Sheet 67 of the Sail
Survev of Soakanne CauntV. Washin ton (copy attached) shaws tfie soils types ta be GgA, ,
(Garrisan gravelly loam, U to S°Jo slopes), GgB, (GAI'r150n giaVelly It3aiil, S t0 20°fa SIope5), and
j
Rh (Riverwash)
I
PRQ,TECT SOILS DESCItIPTTON ~
I
I .
Abrief descriptivn fram the USDA -Soil Ganservativn Service, Soi1 Survev af Snokane Countv.
Washiniztan for each soil type follaws. '
f
Garrisvn gravelEy lvam with U to 5 percent slapes (GgA) is a somewhat excessiveIy drained i ;
soil formed fram a variety vf igneous rock. Surface runoff is slow, and the hazard of water erosion is slight to moderate. Spakane Caunty Guidelines for Stormwater Manaaement has pre- j ;
approved this soil for drywell installation. The soil is suited for hQmesite develapment.
~ Garrison gravelly loam with 5 ta ZD peacent slopes (GgB) is similar in a11 eharacteristics ta ~
CigA except this soil type has asurface layer thinner than G,gA soil types. Garrison gravelly laam ;
with 5-20°/a slopes (GgB) soil types haue runafFwMch ys rnediurn, and the hazard vf erosian is
moderate. Spokane County Guidelines for Startnwater Management has pre-approved ttzis soil
for drywell installation. i
Inland Pacific Engine.cring, Ine RiverwaIk 4th Additian - Drainage `
~
I
~
Riverrvash (Rh) consists of gravel, cobblestanes and stones, with very tittle finer materiaI, faund
on low battorns alang perennial and intermittent streams . The areas are floaded nearly every year ~
from c-unoff', and orly serve to protect against channel cutting (There is rao development in this ;
area. )
DEVELOPEI) CONfDI'TION
In the develaped eonditivri, the praject can be divided into 6 basins, (A through F) by tHe crcawns
' and high pc+ints 4f the various road imprvvements, and the natural topography.. (See Basin Map,
copy attached )
SASIN AND STOHMWATER DTSPOSAL SLTMMARY
Basins A through F will be designed ta dispose of stormwater created by the 10-year starm event.
The stormwater created by this event will be disposed of in ponds and Spokane Cvunty Standard
. drywells.
Basin A ccrosists of portians of the rvad impervioras areas on the svuth side of Riverwalk Lane,
and the west side of Ria Grande Lane. This basin also includes lots 5 through 8, blvck 2. The
peak flow of 0.86 c.£s. will be dispased o£ in Pvnd A, which has vne Type "B" dryweIy in sump
candition.
i
I
Basin B cvnsists of a gflrtion of the road impervivus area an the west and south sides of Rio i
Grande La.ne. Tkis basin also includes half of lat 1, and all of lots 2 through 4, block 2. The peak i
flow 1. 10 c.f s. wil3 be dispvsed of in Pvnd B, which has one Type "B" drrywell in sump '
condition. i
Basin Cconsists of portivns of the road impervivus area an the east side of Ria Cxrande Lane, the ~
sauth side of Riverwalk Lane, and the west side of Snake Riuer Lane This basin also includes half ~
of lot 4, and alI of lots 5 thraugh 13, block 3. The peak flvw of 0 96 c.f sfor su6-basin C 1 will be i
disposed of in intermediate Pvnd C1, and the peak flow of 0.89 c.f s fos sub-hasin C2 will be i
dispased of in Pand C2, which has one Type "S" drywell in sump condition.
i
Basin I3 cansists of portions of the road impervivus an bath sides of F1at Rack River Lane , the '
east side of 5nake River Lane, and south side of Riverwalk Lane. This basin alsa includes halg of ~
i
lat 1 and all of lvts 2 and 3, blvck 1, tvts 1 thrvugh 3 arid ha1f of lot 4, lots 14 thraugh 17, blvek '
3, and Iot 1, b1QCk 6. The peak flvw of 1.57 c.f,s. far sub-basin D1 will be dispased of in
intermediate Pond DI. The peak flaw af(].49 c.f.s. fvr sub-basin U2 vvill be cflllected and piped,
along with the peak flow of 0,62 c.f s fram sub-hasin D3 to Pnnd W. The peak flow of 0,79 e£s ~
forttt sub-basin D4 will atsv be dispvsed of in Pond D4, wath twv Type "B" drywells in sump
conditivn. ~
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Inland Pacific Engineenng, Inc. Riverwalk 4th Addition - brainage
2
Basin E consists of apor#ion of the raad impervious area on the north side of RiVerrualk Lane.
This basin aisa includes 1❑ts 1 thraugh 8, bloclc 4, and Ivt 1, block 5. The peak flraw of 0.45 c.f.s.
fvr sub-basin E1 wiIl be dispased afin intermediate Fond El, the peak flow of 0 99 c.£s. fvr sub-
basin E2 will be dispased of in intermediate Pond E2, and the peak flow of 0.67 c.f.s fvr sub-
basin E3 wi1l be disp❑sed of in Fand E3, which has ane Type "B" drywell in surMp cvnditian.
Basin F cvnsists of the narthem sect'ron of lats 1 through 8, bIvck 4, and lot 1, black 5, and all of
Tract E. The basin has been analyzed in the pre-developed and deveioped cvnditiQn. The pre-
developed aanditian assumes a"C" factar of 0.30, representing meadauvs and pastureland. The
pealc flaw was calculated to be 2.32 c.f s.. In the deVeioped conditivn, the northerrb section of lats
1 through 8, block 4 and lat 1, bivck 5 were assumed to be sheet flow, dandscaped with lawt~ in
58Yldy 5C11I, ralling kerrain, which redur,es ihe "C" factar far that pvrtkon to 0.15.. The Tract E
area falls within the Spakane County Shareline Frograrn, and will remain undistur6ed. The "C"
factor for that portion wi11 remain il 30 Ll'sing a weighted "C" fackor, the peak flvw for the
developed canditiQn was calculated ta be 2.09 c.f.s.. The peak flaw in the develaped condition is
lower than the peak flovv from the pre-developed eandition by 0.23 c.f.s..
5TORMWATER CALCULAT`ZV11T5
The stvrmwater from the d basins will he disposed ❑f in'248` retention pvnds and Spokane
County dryvvells as shown on the plans and in the attached Sawstring Calculatian sheets.
Table 1 lists the totai and imperv`tous areas and the "C" fa+ctar far the Time of Concentrativn and
F'ealc Flovv calculativns.
Table 2 summarizes the retentian valumes required for each basin as calculated by the Bvwstring
Calculatians, as well as the depth, area, perimeter and Volurne prQVided.
Wand Facifie Engineeran►g, Tnc. RiVerwalk 4th Addition -❑rainage
3
+r
i t ' 7 "\+?n ' ' F . i_F/ Y"` \h` - ✓'riFFFF. \\\ti } F}irYFfiF%~
„ ~ v ~v-hv. W.,..'/
.
BASIN TDTAL AREA TOTAL IlVIP. # L+[3TS DUIGA "C"
(S.F.) AREA AREA
(A►C.) (S,F.)
A 49,947 ~ 1.15 8557 4.0 3.48 0.30
S 43,024 0.99 5272 3.5 3.54 4.35
C1 45,460 1A4 9520 5,0 4.81 0.40
C2 51,261 1.18 9130 4.0 3.39 0.30
C 96,721 2.22 18,650 9.(] 4.{]5 0.40
,
D1 63,688 1.45 8201 6.4 4,11 0.40
• D2 28,122 0.65 5661 2.0 3.08 0.30
D3 22,884 0.53 3631 2,5 4.72 6.40
p4 72,102 1.66 4324 1.0 0.64 0.15
D 250,484 5.75 21,817 11.5 2.0 0.25
El 16,498 0.38 3061 2.0 5.25 0.40
E2 27,183 0.62 5236 4.0 6.45 0.60
E3 23,074 0.53 4654 _ 3.0 5.6+6 0.40
E 66,755 1.53 ~ 12,943 9.0 5,88 0.40
F 116,163 2.67 - ~ - ~ - ~ 0.27
Iriland Paci#'ic Engin=ng, Ine. Riverwalk 4ih Acldition -Drairiage
4
6208 ~TENTIox VvLUME cALCULATTvNS
'2(}8' retentivn valunnes were calculated using the fallvwing farmula'
Volwzne (cu. ft.) ~ (depth){area} + (slope area){perimeter}
. ~iy~;F,•, ;,{,.i,:. „„.,.r-~~v.vF•~. vV~y~~y,~,,.. •.v `r•.~
li~~
~Q!,{f r n ¢ . . r . . . . . . fLP
_PK3ND DEPT`H AREA PERIlVIETER V(]L. REQ'D. VC1L. FROV. ~
A .5 660 142 357 383
B .S 384 80 220 222
Cl .5 720 144 397 414
C2 .5 660 142 380 383
D1 .5 616 134 342 358
Zl4 .5 1323 153.0 567 719
- El .5 225 bQ 128 135
E2 .5 380 78 218 219
E3 .5 350 78 194 204
Nates: Typical sideslapes are 3:1 maximum
. Pvnds C1, Dl, E1 and E2 are intermediate'208' pands designed tv handle the
upstream armpenrious areas anly.
Pond D4 is designed for the upstream imperNivus areas in sub-basins D2, i73 and
D4.
ST+dRNi VU:Gi]ME STORAGE
I
`24$" starage is pravided in ths first .5" af depth in afl pvnds. Pond bvttom e1evations of
intermedrate ponds are set .5' belaw the flow line, and sized ta cantain the upstseam `208'
requirement anly. 5hould there be overflow, water wi1l flaw vut vf the lowest curh inlet in each
iratermediate pand to the next pond dawnstrearn. Pond battorra elevations of terminal ponds with
drainage structures (lvcated at the Iow point of a basin) are set .9' below the flvw line. `a'his allows
.4' additional storage abvve the `248' storage,
Inland Pacnfic Engineering, Inc Riverwalk 4th Addition - Drainage
5
Pand C2 iliustrates the use vf stQrrn voluzne stvrage aboVe the ` 5` depth for 208' Volume:
Tatat `208' storage volunne _required far sub-basin G2 380 cubic feet
Total `208' stvrage volume provided at 5' dept'h 383 cubic feet
Tata! F3owstring requirement fvr Basin G(see sheet 11) 962 cubic feet
`208' starage vflturne provided, Pond C1 397 cubic feet
`208' stvrage volume provided, Pond C2 383 cubic feet '
Stvrm vvlume storage required 182 cubic feet
Storage volume provided at 7depth 567 cubic feet
`208' storage volume provided 380 cubic feet
Storage volume provided 187 cubic feet
Pvnd D4 is alsv designed to store storrn valume abvVe the `208' stvrage;
Total `208` vcalume required for sub-basin D4 567 cubic feet
Tota9 `208' valume provided in . S' depth 719 cubic feet
Tatal Bawstring requireanent for Basin A(see sheet 16 ~ 1389 cubic feet
`208' volume provided, Pond D 1 358 cubic feet
`248` Vvlume provided, Pond D4 719 cubic feet
Storm votume storage required 312 cubic feet
Valume provided at T clepth 1121 cubic feet
`208' starage volume provided 719 cubic feet
Storage volurne provided 402 cubic feet
CURB AND GRA I'F, INLET CALCULA'PIC]NS
' Tt zs necessary to check the ad'equacy vf curb inlets provided tQ divert the flvws fram the gutter to
the retentavn ponds. The Curb Tnlet +Calculatiom Sheet incPuded in this report (see calculation
sheet, capy attached) shaws the required lengths af curb apenings. As shvwn on the calculation
sheet, variaus ponds have different curb aniet requirements, Therefvre, the required curb openings
have been provided according tv the tabulated results All curib iniets shall be standard 4' ~
openings, unless vthervvise raofied.
. Tt is alsa necessary tv check the capacity of grate inlets on continuaus grade. The Grate
Calculatiam - Cantinuaus Grade worksheets have been included. The calculatiQns have heen
campleted in accordance vvith Fiirure 15 of Sovkane Countv Guidelines far Starmwater
Manaarement. (See calculation sheets, capy attached-)
Inland Pacific Engineetmg, Inc RiVetwalk 4ih Addiuon - Drainage
6
i
APPENDIX ~
I
T]evelQped conditian 1-6
~
Peak Flaw and Bawstring 7- 23
Curb inlet calculations 24F25
Crrate calculations 25 -27
Pipe €low calculations 28 - 3a
Backwater calculations 31
SoiTs Map 32
Basin Map 33
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Inland Pacif'ic Engineermg, Inc. Riverwallc 4th Addition, - Drainage '
~
P'EAK FLOW AN~ BOWSTRTNG
Bi]WSTRiIdG METHOQ PROJECT. Rivv~rnalk 4th Additlun
PEAK FLDW CALCUUhTf0N PRQJECT River+nratkdtfi Rdditlorr DETENTIQN BRSfN QESIGN BA51N: A
BA51N: A 1G-Year Design 5torm DESIGHER: S Howard
Tat Rrea l 15 Acres QATE;
Imp Area 8557 5F
C = Q.:30
. . ~ Tlme lncrerrEent (min) 5
CASE 1 Time of Conc. [mIn] 8.18
vU"IOW (Crs) ti
60 R bvertand Flow • Clesign Year Flow 10
Area [act'es] 1.15
Ct = ❑ 15 ~'ri"`~'~ ~ Cm~recvicus Area {sq ft} ~7
"~..~'`#w..;
L= 60 R. 'C' Factor
03
n= 0.40 708' Volurrie Prpvided 4
S= 0.020 Area " G 0Z45
Tc = 3.27 [nin., by Equatfon 3-2 ot Guidelines
Time TirrEe lnc. intens. 0 Qeref, Vo.In Vol.Ou! Storage
460 R Guner flow s; (mln) (sQC) fiNhr) (cfs) (cv ft) [cu ft) (cu ft)
Z1 = 50.0 Fcsr Z2 8.18 491 2,48 0 86 ~564 ===-=491 -----=73
7-2 = 35 7ype 6= 9 Q
n= 0016 Refled = 3 5 S 300 3.18 1.10 444 304 141
4-=
s= 0.009 10 saa 2.24 orr 593 soa -7
- ..r.••• 15 9Da 1.77 061 ssa 900 -24e
a= 0 144 ft za i zDa 145 050 6$4 1200 -51s
25 1500 1.21 042 696 1504 -BG4
a..rti.,•`
A R ❑ Tc Tc total p GC ;A: 30 1800 1.64 638 708 1800 -1094
.:k~; 35 2100 0.51 031 712 2100 -93$8 055 007 086 4.92 8.18 2.48 ~086 40 2-000 0.82 a 28 726 2400 -1674
~ 45 Z700 0.34 0.26 732 2700 -1968
Q p e ak for Case 1= 0.86 c i s 50 30DO 0.68 0.23 743 3000 - 2 Z 5 7
cr q~j/y~ ^.V~+~Y 0d syd ~ 765 ~j~jW ~ 'L .r~.~r
~~]~dy ~qA~+7~Wy~ '/V~.L11 ■ di^1 7.1e] ~.1f.RN ~q ~q A~7+/y~ 'Cr~.Vy~p~7
W ~TMI L7
CAa`' E 2 65 3900 0,60 0.21 843 3904 ^3058
~~?~z 1 70 4240 0.58 020 874 47A0 -3.326
Case 2 assurries a Time ai Gvnoentration 9ess than 5 minuies so that the 75 4SO0 0.56 019 902 4500 -3598
peak firw =90(3.18){Imp. Area} = 0.56 c15 80 48O0 0.53 018 908 48W -3892
85 5100 Q.52 0.18 945 5100 -4155
90 5400 0.50 017 960 5400 -444~
Sa, the Peak flo►v Tor tfie Basin Is khe greafer of the two flrsws, ~ 95 5100 0.49 0.17 992 5700 -4708
0 86 cfs 100 60f7O (].48 0.11 1021 6000 -4975
2D8' QRAINAGE P[}tVD CALCUf.ATIQNS
Rsquires!'2la8' Storage Valume
Impervious Area x.5 In 112 INft 357 pu ft
~i
2W Stvrage Volume Provklei 353 cu R
ORYWIEI.L RE[lUIREMENTS -10 YEAR ❑ESIGN STt)R
(Vla)drnum Storage Requirei by Bawsfring 149 cu ft
~
Number and 7ype af Orywells Requlred 0 Single
, ~ " 1 Double
BdWSTRIIVG ME'~HOd PRtiJECT: Rhrerwralk 4th Aclditlvn
PERK FLOVII CALCUL4TI0N PRpJECT Rivssrovatk 4#h Adddiara DETENTIOIV 6ASiN L7ESIGN BASIN, B
BASfN: B 10-Year Qesign Storm DESIGIVEEt. B. Houvard
Tvt. Hrea 0.99 A,res C7ATE:
Imp. Area 5272 5F
C = 4 35
`-7ims Incremefl# (min) 5
GA5E 1 Time vf Conc. (mtn) 5.00
o
_=====60 R. CDaerlaruiFkovu ~cT~) 7
v Deslgn Year F[ow 10
. Area (acm) 0.99
Gt = 0.15 • a. • x, Imperviotm Ar+eea (sq ft) 5Z72
L = 6D R 'G' Fadvr 0.35
n = 040 '208' Yolume Prmvlded R
S= 0.020 ~ Area ' C 0.347
Tc = 3,27 min„ by Equathn 3-2 af Guidetirkes
Tima Tirre [ric. Intens. Q Detre1. Vo[.ln Val C3ut Storage
131 ft ~'ai1M@f floM11 (frilR) [8'2C] O11t1f] (CfS) [Cu ft] [CU ft] (Cl.l ft)
Z3 = Sa0 Fvr Z2 500 3m 3.18 p r 1.10 ~ 443 300 143
Z2 - 35 Type 8 =1.4
n= 0 015 Rolled = 3.5 5 300 3.18 1.70 443 300 143 S=~
5= 0.015 10 600 2.24 0.78 545 600 ,5
U2 15 800 1.77 0:81 615 930 -285
d= a.144 ft 20 1200 1.45 0.50 654 120(1 -548
25 1500 121 U.42 672 1500 -828
A R Q Tc Tc tota! I Qc , 30 ti"8W 1.04 0.36 6115 9IW -4115 ~
- o- ~ ~ i :w
35 2100 0.81 0,32 694 2100 -14a6
056 0.07 9.1 o 1.11 5.00 3.18 1.10 ~ 48 2400 0.82 0.28 771 240Q -1 609
45 2700 014 ❑.26 718 7700 -1982
Qpeak For Case 1= 1.10 cis 50 3000 068 0.24 731 3004 -22E9
r.r~t y 55 3300 0.64 022 754 33M -2546
BO 3600 a.FJY 0.21 782 3600 -2818
CASE 2 6, 3900 0.60 021 832 3900 -3DS8
~ 70 4200 13.58 020 eGS 42LDa -3335
GS
Case 2 assumes a 7ime vf Gartaerstration Iess than 5 mlnutes sa thaf ihe ;;75 45~U 0.5~3 0.19 893 454 ~ii
: ~ •;:a~.
peak flow -.90(3.18)[dmp Area) = a 35 cfs 80 48OA 0.53 p 18 900 4804 -390a
85 ] 5~',~lOl7 (i.5U 017 9~ 937 ~ 5400 -4447
~
`
So, the Pea1s flGnr for the 6asin Is ths greater of the t+wo f[ows, 95 5700 0.49 0.17 985 5700 4715
S 10 Cfs
100 6000 4.48 017 1015 6p00 -4985
'ssi' 20s8' L]RAINAGE PClND CAtCULATIONS
Required'208' Storage Volume
~ `
Itnperviaus Area x.5 in 112 iNft 220 Cu ft
~ 208' Storage Vafum$ Prav€ded ZZZ cu R
DRYWELt REqU1REMENTS -1Q YEAR OE51GN STOR
Mwdmum 5torage Required by Bowstlng 143 cu tt
Number and Type Qf Drywells Requteed Q 5ingfe
1 Double
BOWSTRING ME'PFiC)❑ PRf]JECT: RNerwalk 4th Additiotl
PEAK FLDW GALGL1LA71OIV PRC}JECT Rn+erwalk 4th Adddian ~&QETENTIf]IV IB,481N DE51GN BA51id: Ct
BASIPI, C1 10-Year Qeslgn 5tvrrn ❑ESiGNER 8 Howard
7oi. Area 1 04 Acres .~,.w~ ClATE:
Imp Area 9520 5F
C 040
Time lncrement (rnin) 5
CASE 1 Time af Conc. (min) 9.47
[)uHlow (cfs) 1
^60 ft OVerland Flaw ❑esign Year Flow 10
Area (acres) 1.04
Ct = 0.45 Impernvus Area (sq ft) 9520
L = 60 ft. 'C' F8Cf0[ 0.4
n= 0.40 Volurt►a Provided a
5= 4.020 W?"' Area' C 0416
7c = 3 27 min , by Equstian 3-2 af Guidelines ;
Time Time Inc lntens Q Deue1. Vol In Vol Out 5torage
587 R. Gutter Fav {min} (we) f~rEmr) (cfs) (cu ft) (cu ft) 4cu fty
Z1 = 50.0 Far Z2 9 47 568 2.30 096 730 568 162
Z2 = 3.5 TyRe B ~ 1.0
~~•~.ry~
n= 0.016 Ftolled ~ 3 5 5 300 318 1 32 532 300 232
5= ❑.OOA 10 600 2 24 0.93 739 600 139
15 900 177 0,74 805 saa -95
d= 0.151 ft. ?~i~ 20 12DO 1.45 0.60 &W 1200 -360
. 25 1500 1 21 050 852 15M -648
A R Q _yY7cyy~ 7c total ~ C ---Qc 3[] 1800 1 04 043 m 18ot] -938
_ • ~ ~ 35 2100 ❑ 91 0.38 ~8 2100 -1232 CJ~
061 0.08 0 98 6 21 9 47 yayr 2 30 0 96 ~ 40 2400 0,82 0.34 885 2400 -1515
45 2700 0.74 0.31 851 2700 -1809
Qpeak far Case 7= 0.56 cfs Sf] 3000 068 0.28 903 3ooa =2D97
55 3..'~ 064 0.2'f, 93D 33[)0 -2370
60 3600 0.61 0.25 963 3600 -2637
CASE 2 65 3900 0.60 025 1022 3" -2B78
70 4200 0.58 0.24 tOSf] 42DO -3140
Case 2 as5umes a Time af Corrcer5tration less thsn S minutes sa that the 75 4500 0.56 0.23 1093 45Aa -3+I07
peak Flcrw =.90(31 B)(Imp. Rrea) = 4.63 cFs 80 4800 4.53 022 1901 49W -3699
85 5100 0.52 0.22 1145 5100 -3955
90 5404 050 0.21 1183 5400 -4237
50, fhe Peak flevv Tvr the Basin is the greater af fhe tvMO flaws, 95 5m 0.49 0.20 1201 5700 4499
0.95 cfs 100 6000 0 -08 11.20 1237 6000 -4763
~
. 2t18" DRAINAG'E POND CA'LC7JLATIC?NS
Requfred'2W Starage lkdume
Impervious Area x.5 in 112 in1lt 397 cu ft
4:'~ . 2$' Starage Valume Prnvided 414 • cu R
DRYWELL REQUIREMENTi 5-1U YEAFr aE8lGN S7OR
Na)dmurn 5tarage Reqttlred by 6owstrEng 232 csr ft
F:
i£ z
Num6er artd Type af Drywelts Requtred 0 51ngle
~ ~ : ti [3ouble
60WSTRINC METHQfl PFdQs1ECT: Riverwafk 4th Add'stkm
PE~P;K FL~3W CALCl1LATION PROJECT Riverwalk4th Additian
❑ET'~NTION BAStIV OESI~N BA51N: CZ
BASiH. C2 10-Year Qesign 5tvrm DESICIVER' B. k{cmrard
Tot. Area 1.18 Acres ~ . DATE.
Imp, Area 9130 5F
C = 0.3ti
t . 1lrre lncrenertt (min) 5
~
CASE ti Tirne vf Cvnc. (min) 8.02
`Duttlow (Gfs) 1
60 ft Overiand Flow Design Year Flow tQ
Area (acres) 1.18
Ct = 0.15 g 2, : , Impervim Area {sq ft) 9530
L = 60 ft, '-*C' Factor 0.3
n = 0.40 ~~r ~fzr, '2L3B' Vvlume Prcmlded a
5= 0020 i=~,Y` Area' C 0.354
7c = 3 27 min., by Equatism 3-2 of GuidOnes
Time TIme l~c. fr~ter~ Q Devel. Vol.ln V~.C?ut Stwage
478 ~t. Gutter flow " ~(rrnn) (sm) {iNhr} (cis) {cu ft} {cu ft) (cu ft)
~
Z1 ~ 500 For Z2 802 481 2.51 0.89 572 481 91
.
Z2= 3.5 Type B =1.0
n= (].016 Rofled = 3.5 5 300 3.18 4.13 453 300 153 5= 0.009 10 fiDD 2.24 019 606 6(]U S
.:•ri:~z, 15 9DO 1'.7°7 4J.63 GG& 9(]0 -234
d= 0.146 R. 2Q 1200 1.45 0.59 700 12fT0 _5W
25 9 SUO 4 21 0.43 713 1 S00 -787
A R Q Te Te total 1 ac 30 18i]D ~'~f}}4 037 723 1840 -1[17T
. 8] 4
35 2100 091 0.32 729 2100 -1371
057 007 a Bs 4.75 8.02 251 a$s 40 zaoo 0.82 0,29 Taa zaoo -1656
45 2'7IX0 0.74 0.26 750 270D -1950 ~
f2p~ak for Cas~s 1= O 89 cfs ^~3 50 ~0 068 I] 24 762 ~ -2238
55 3300 064 023 785 33M -7515
60 3600 0.61 0.72 813 360O -2787
CASE 2 65 39DO 0.6a 021 863 3900 -3037
70 +12ns7 0.58 17.21 896 420D -3304
Case 2 assames a Time af Carreentrataon Iess than 5 minutes so that the 75 4500 4.56 0.2(1 925 450D -3675
,m
peafs flow ~ 90(3.18){Irtrp. Area} = 0.80 efs 8D 48IX7 0 53 D.19 931 4600 _38W
85 51IX0 0.52 0.98 969 51 lFD 4131
gp 5403 0.50 ❑.18 985 5400 4415
50, the Pea~C flovu Tvr the easin Is the greaCer vf the twr~► ffav~rs, ~ 5700 0.49 ~7,17 1017 57[]0 -4683
0 89 a1s '•'~o,~ .100 C~ 4.48 0.17 1447 EDDt} ~
a,\~ ~ 208' DR4[NAGE Pt7N[7 CALCl9LfhTIiDNS
Requfred 'fl8' Stvrage Volurrta
w; = Cmpervious Area x.5 in 112 tNR 350 cu R
~ ZtlS' Stvrage Volume Provfded _~b3 cu fC
~~'DRYWELL R~~QIJIREME~VTB-1QYEAR DE51GN STOR
k"MHlafldmum Storage Required hy Bowstring 153 cu ft
~ N umker ard Type of ❑rywneAs Required 0 5[ngle
~ 1 Dvuble
I
8{7W5TRING METHOCi PROJECT: Riverwalk 4th Addftion
PEAK FLOW CALCULATIOM pRDJECT Rivervvalk dth AdditEon pETENTlmN BA51N DE51GN @ASIN: C
BASaM: C 10-Yea1' pesign Stvm'1 DES1GEdER B. FSoward
Tat Areai 2.22 ACreS T7AYE•
Irnp. Area 18650 SF
G = 0 40
TV Ttme tncrement (min) 5
CASE 1 ~ ti~}`~ • Time of Cana. (min) 8.23
~ Outikm (cis) 1
60 ft Overtand Flaw Design Year Flvw 10
• ~ ~ Area (acres) 2.22
C[ = 0.15 :Impervfous Area (sq ft) 18650
L= 6D ft C` Factvr 04
n = 040 = '2(}8' VvlumePravlded ❑
5 = 0.020 Ama ' C 0 888
To= 3 27 min, tay Equatlvn 3-2 nf Gvi[leiires
r.*:;....,~
Time Tims Inc. interts. Q Dewel. Vd.ln Vol.Out StQrage
587 ft. Gutter flaw (rnin) {sec} (indhr) (cfs) (cu ft) {cu ft) {cu tt)
Z1 ~ 5(} D Fvr c2 8 23 494 2.48 r` 2.20 ` 1456 494 ^ r962 e=-
72 = 3.5 Yype B =1.L?
n= 0.016 Ralled = 3.5 ~ 5 300 3.18 2.82 1135 300 835
5= 0009 ;c .c z. 10 60D 2.24 1.99 1528 6IX) ~
q~~ i S 9DD 177 057 1679 900 779
d= Q 204 fE. Z[] 12QD 1.45 129 17$1 1200 361
25 i SM 1.21 907 1792 1 sDQ 252
A R f] TC TC total x` Z 8QQ 1,04 6 92
I Qc 30 1811 18m 17
35 2100 091 0.81 1= 21Df1 -267
f1
1 12 0.1 Q 2.20 Ryr 497 8.23 2.48 r--- 2.2(} 44 2400 082 0.73 1870 2400 -530
45 270(] 0.74 0 56 1885 2700 -815
❑ peak fvr Case 1= 220 cis 5Q 3000 0.EB 0.60 1913 3000 -1 D8T
~ 55 3300 U 64 8.57 1971 &W -1328
~ 5(} 36M 0.61 O.54 2041 3600 -9559
CRSE 2 fiS 3900 0.60 0.53 2167 3900 -1733
70 4200 0.58 0.52 2250 4200 -1850
Case 2 asscimes a Tme af Cancentration Mss fimn 5 minukes sa O'at tFe 75 4500 0.56 0.50 7321 4500 -2179
peak ftow =.90(3.18)[Imp. Area) = 1.23 eTs ~ &7 48fl0 0.53 0 47 2338 4800 -2462
r;4 85 5100 0,52 0.46 2433 6100 -2667
90 5400 0.50 0.44 2472 5400 -2928
Sv, the Peak flouv for th$ Basin is the grealer of the twn flovus, 36 5707 0.+19 0 44 2553 5700 -3147
22D cfs 100 ww Q48 ~6.~ Zfi~9 6000 ~371
48
~K
zc~ oRAI~vAGE Pon~D CaLcULarIar~s
' Rec{uired2W starage Vdume
Impervfaus Area x 5 in 112 iNit TTT ou R
kk~ ` 2W staragB volurrte Provided j47 Cu ft
❑RYWELL REQUIREMENTS - 10 YEAR DE$1GN STOR
Ma)cin'tum starage Reguired hy Bavvstring 962 ou it
IVumbBr anci Type of Qrywefls Requlred ❑ 51ngle
1 Qoub18
I
X
BOWSTRIHG METHD❑ PkiD,lEGT. Rnrervvalk 4th Addition
PEAIC FLOW CALCULATiQN PRC]JECT Rivervvalk 4th Addftion DETEIVTiflP! BA5lN pESIGN BASfN: m1
6ASIN• ❑1 # 10-Year Design Storm DE5IGNER: B. Howar+i
Tat Are.a 1.46 kores ;i DATE:
dmp Area 8201 5F
C = {3 44 CASE ~ ~ Time Encremen# (mtn) 5
Time ssf Ccmc. (m[n) 698
k oudtlow {cfs} 1
€0 ft. L~verland Flow Design Year Flvw 10
Rrea (acrea) 1.46
Ct = 0.15 Impernaus Area (sq ft) 8201
L= fi[) R. "C' Factar 04
n = 0.40 '2t]8' Volume Provtded 0
S= 0020 A,rea • C 0.584
Tc = 3.27 rnirr., hy Equattcm 3-2 of Guidelirses
i
• Tirrre Ttme lrtc. Intens. 0 aevel. Vol.In Vot.rJut Starage
517 ft. Gutcer flow (mfn) (sm) (inlr,r) (cfis) (cu ft) {cu n) (cu R)
a~~=----
Z1 = 'SQ ❑ For Z2 696 419 2.68 1.57 880 419 ^461 72 = 35 Type 6= 10 n= 0 016 Ralle[i = 3.5 •;Y;. 5 300 318 1.86 747 ~ 447
5= 0018 -10 600 2 24 1.31 971 600 371
15 goo i.77 3.OCi 10718 900 178
0
d= (].159 ft, 20 12DU 1.45 a 85 1137 1200 -63
25 1500 1 21 071 1161 4510 -339
A R Q Tc Tc tota! I Qc 30 1800 104 0.61 1180 1800 -620
- 35 2100 a 91 0.53 1192 21 DO -sas ~
068 008
1.57 372 698 268 1 Sr ~ ~ 2~ 0.82 048 1218 z~ -11a2 ~
` 45 2700 074 043 1228 2700 -1472
. = i'~.ri::
Q~ak for Case 1= 1.57 cis 50 30DQ O.fiB 0.40 1248 3Q(~] °1752
30
55 3300 064 0.37 tzsi 33aa -2013
sa 3600 0.61 036 1333 36DO -2267
cASE 2 ss 3900 0.60 035 1416 39aa -zasa
70 azaa 0.58 0.34 1471 azaa -Z729
Case 2 as..surnes a Time of Cortceritrativn fm d-tan 5 mirtiates sa that the ~ 75 45Qd 0.56 0.33 1518 4500 -2982
peak now _.90(3 18){Imp. Area) = 0,54 crs aa 48W 053 0.31 4530 aecm -sz70
SS 5100 0 52 0.30 1592 5100 -3508
90 5400 0.50 0.29 1618 540Q -3782
5n, the Peak flow for the Bas1n Is the grealer af the two flows, 95 5700 049 0.29 1672 5700 -4018
7.57 cfs 100 6000 0 48 0.28 1722 6(1Q0 -4Z78
~
~
2D8' ORRINAGE PpNa CALCULATIONS
Requlred '2W Storage Voturre
dmpenviaus Rraa x 5 in 112 INft 342 cu R
28' Stvrdge Valume Pravtded 358 cu ft
• - ;
QRYNfELL REQUIREMENTS -10 YEAR QE51GN STC}R
Maadmum 5tvr-age Required Eay Bowstring 461 r,u R
Nurnber and Type of Orywells Rsquired a 5irtg18
S []vuDle
I
Bt?Vi15TRING METHS3❑ RRQJECT• Riverwa[k 4thAdtldiosr
PEAK FLs7W CALCIJLAYICIN PR47JECT R'nrerwalk 4th Adddion QETENTION BASIN DESIGN 6A51h! Q2
BA51N, D2 10-Year Design 5torm QESIGNER: B. Howard
Tat Area 0 65 Acres QATE•
fmp. Area 5661 SF
C = 0.30
T3me Incremerjt (min) 5
CASE 1 Tme of Corsc. (min) 802
QutFlrnv (cfs) 1
64 R. Dverland Flornr Design Year Flow 10
Area (as.res) 0.65
C4 v 015 Imperviaus Area (sq ft) 5661
L = 60 R. 'C' FeEtor 03
n = ❑.40 208' Volum$ Provide1 Q
5= 0020 Area ' C 0,195
Tc = 3 27 min, hy Equaticm 3-2 af Guidelines
Time Time Inc 4ntens Q❑evel VolJn Vol Out 5tarage
3[]5 ft. GtMer flsw [mm] {ssc} (inlhr) (cTs) (cv (C] (cu f!) {cu fiE)
ZZ - 500 For Z2 8.02 481 2 51 0.49 315 481 -166
Z2 = 35 Ty,¢e 6= 1.0
n= 0016 Rolled = 3 5 5 300 3.18 0.62 249 300 .61
S= 0005 10 600 2.24 0 44 334 600 -255
15 900 1.77 0.35 387 900 -533
d= 0.131 Ft. 20 1200 1.45 0.28 386 12DO -814
25 1500 121 024 393 1500 -1107
A R a Tc fictotal I C]c 30 1800 1.04 024 398 18()0 -1402
35 2100 091 0.39 402 2100 -1698 ~
0.46 007 0 49 4.76 8.02 251 0.49 40 2400 082 016 410 24DO -1980
45 2700 074 0.14 413 2700 -2287 ~
Opeak for Case 1= 0.49 cfs 50 3008 068 013 424 3000 -2580
55 3300 064 012 432 3300 °28G8
60 3607 0 61 U 92 448 36W -3152
CASE 2 65 390Q 0.60 0.12 475 3900 -3425
70 4200 0 58 0.11 494 4200 -3705
Case 2 assumes aTime of Concentratian te$s than 5 minutes sa that the 75 45M 056 0.31 509 4500 -3991
peak tlow =90(3 1 8){Imp Area)= 0.37 cfs 80 48W 0 53 0.10 513 48[m 4287
85 5100 052 0,10 534 5100 4566
90 5400 0.50 0.18 542 5400 4858
So, the Peak flow fcu the Basin is the greater of the twa flovws, 95 5700 049 010 580 5100 -5140
0 49 cis 100 6000 0.48 0.09 577 600A -S423
248' OFtA1NAGE PDND CALCUEATlONS
Required-" Storage Valume
= IrRpervfous Area x,5 Ira 112 iNit 236 cu ft
208` Storage Volume Provided a cu ft
❑RYWELL REQIJIREMENTS -10 YEAR DE5lGN STOR
lWlayimum 5tnrage Required by Bavvstring -51 cu ft
Nlurnber end Type af [?rywel)s Requfred D Singls
1 ❑ouble
~
BpWSTRING METHE}0 PROJEC7: Riverwalk 4ih Addit{vn
PEAK FLOW CALCUT ATIqN PROJECT Riverwalk 4th Additian DETENTtON BA51lJ DESIGN BA51N: D3
BASIN, p3 10-Year []esign 5tvrm DESIGtJER 8 Htnward
Tat Area 0 53 Aeres !dATE:
Imp Area 3631 5F
C= 04t7
Trme Irscrenwnt {rnin} S
CASE 1 TEme of Cvna. (min) 5 91
Outflow (cfs) 1
60 R. Overtand Flqw Design Year Flow tD
Area {acres} ❑ 53
Ct = 0 15 lmpenrms Area (sq ft) 3631
L= 60 R 'C' Factar 04
n = 0.40 '2W Vvlume Providesi Q
5 = 0.020 Area ' C 0212
Tc = 3 27 min, by Equatinn 3-2 of Guidelines
Time 7irre Inc. Interts ❑ Devel Yol.ln Voi.C]ut Sivrage
180 R. Gutter flow {min} (sec) (iNhr) {cfs} (au ft] (cu ft) (eu ft)
zI = 50.0 For z.2 591 355 2.92 0,62 zsa 355 -61
Z2 = 35 Type 6=10
n= 0(]46 RoIled = 3 5 5 3m 3.1$ 0.67 771 300 -29
5= 0.005 10 600 2.24 0.47 342 5m -258
15 911d 1.77 038 383 9E30 1517
d= 0 1143 ft. 20 120D 1.45 0 31 406 12€fO -794
` 25 1500 1.29 026 416 1500 -1084
A R ❑ Tc Tc total I Qc 30 1800 1.04 0.22 423 1600 -1 3T7 ~
35 2100 0.91 0.19 426 2104 -1672
055 007 062 2 85 5 91 2.92 0.62 40 2400 (].82 017 438 2400 -1862
45 2700 4.74 016 443 270(] -2257
Qpeak fvr Case 1= 0 62 cfs 50 3000 0.68 014 456 3000 -2550
55 3300 0.64 0.14 464 33D] -2836
60 3600 O.61 013 481 360€] -3119
CASE 2 65 3900 0.60 013 511 3900 -338g
ao azom O.sa o.+z 531 azaa -3669
Case 2 assumes a Time vf Concentration Iess than 5 minutes sa that the 75 4500 0.56 012 549 4500 -3951
peak flow =9U(3 18)(Imp. Area) ~ ❑24 cTs 80 4800 0.53 0.11 553 48Zlp -4247
85 5100 0.52 0.11 576 5100 -4524
93 5400 0.50 011 585 54IX) -4815
So, the Peak flaw far the 8asin is the greater of the twa flpHrs, 95 5700 0.49 010 605 5700 -5095
0 62 cfs 100 6000 4.48 010 613 5f]0O .$377
2DE4' DRAINAG'E PONU CAtCNlATIONS
Required 248' Storage Vvlume
= Impervlous Area x 5 in 112 irJit 151 cu 1t
209 Storage VQlume Provided 0 cu ft
ORYWELL RECIUIREMIENTS-10YEAR ❑ESlGN STOR
Maxirnum 5torage Fteqvired hy Bowstrfng -29 cu ft
Nurnber and Type af Drywells Required 0 Singfe
ti Dauble
I
BOW57RING METHC7Q PROJECT: Rivennrafk 4th Addftfvn
PEAK FL(7W CALCIlLATION PRC3JECT RivervvalK 4th Fldditivn QETEEJTIpN 9A51N DESIGN $AStM: [34
BA51N' 04 10-Year [7esign 5tarm DESIGiVER• B. Haward
Tat Area 1 66 Acres QATE•
Imp Area 4324 SF
C= 015
Time Iricremerit {mtn} 5
CASE 1 Time oT Cvnc. (mtn) 5.00
outflow {cTs} 1
Et] it. Overland Flow Design Year Flow 10
Area (acres) 166
Ct = 0.15 9mperviaus Area (sQ ft) 4324
L= 60 ft. 'C' Factor 015
n X 0.40 '20$' Volume F'resvided 0
s = 0.020 Area • C 0.249
Tc = 3 27 min , hy Equabon 3-2 of Guidelines
Tlme Time [nc, Erderts. 0 Devel. VvLEn Va1.Dut 5tarage
127 ft Gutter fiow (min) fwc] [in/hr] (cfs) (ai ft) (cu ft) {cu ft}
~~~~ses~...,-~e~~=.r-=^~-=~ ==c==a~a aa_aaeaa aaaaa~aa
Zt = 50A Frr 72 500 300 3.18 0.79 318 300 18 e==.
7-2 = 35 TyRe B= 1.0
n= 0.016 Rofleti = 3 5 5 300 3.18 079 318 300 18 e=~
5= 0018 14 600 2.24 0.56 3~~1'd 6D(l -208
15 900 1.77 0 44 442 9DO -458
d= 0.123 ft. 20 1200 1 45 036 470 12D0 -730
25 15{]0 1.21 0.30 483 15DU -1017
R R Q To Tc total I Qc 30 180(] 1.04 0.26 493 4800 -1347
^-===v=c,.a =a..=aca= c=aca-~ac -ca-c-c.. acaa=:ca acacaaaa 35 2100 {}9f 0 ~ a1{i(]
6.40 Q~ f 079 1.08 500 31B 079 40 2409 082 020 511 2400 -1689 ~{1
45 2700 074 018 516 2700 -2184 ~
4peak for Gase 1= 0.79 cfs 50 3000 0.68 0.17 525 3m -2475
55 3300 0.64 a i 6 542 3300 -2758
60 3600 0 69 o15 ,62 3800 -3038
CA5 E2 65 39M 0.60 0.15 598 3900 -33D1
70 4200 0.56 014 629 4200 -3579
Case 2 assumes a Tcme Qf Gvncerttration fess than 5 mintrtes ssa that tFe 75 4500 0.55 014 542 4500 -3858
peak flow =90(3 18)(Imp. Area) ~ [].'~c$ Cf& Sa 4800 0.53 0.13 6+47 4800 -4153
85 5100 0.52 0.13 674 5100 -4425
90 5408 O.50 0.1 2 685 5400 4715
50, the F'eak flow for the Basin ls the greater of the lvvo tlcsws, 95 5706 0 49 0.12 768 5°700 4392
0.79 cfs 100 600D 0.48 Q.12 729 6= -5271
2W"DRAENAGE FDND CALCULAT1OlVS
Required'2p8' Starage Valume
= Empervia4as Area x.5 in 112 IaUft 180 raa R
2W Storage Valvme Provkied 6,7 cu fC
[3RYWIELL REQUIREMENTS ° 10 YEAR [1E8aGN S7G7R
ItiA2)imum 5torage Required by Bdwstring 18 cu ft
Number and Type vf Drywefls Required 0 5ingle
1 Dauble
BOWSTRING METHOO PROJECT: Rivennralk 4th Addition
PEAK FLOW CALCULATION PROJECT Riverwalk 4th Add'Rion DETENTION BASIN DESIGN BASIN: D
BASIN: D 10-Year Design Storm DESIGNER: B. HoMrard
Tot. Area 5.75 Acres ?z?:~~z: ~
DATE:
;
Imp. Area 21817 SF
C = 0.25
Time Ir~cremeM (min) 5
CASE t Time of Cona (min) 14.77
Outflow (cfs
) 2
525 ft. Overland Flow r~~•~~~•"" Desi9n Year Flow 10
Area (acres) 5.75
i
Ct = 0.15 ;;;`r" ; Impervious Area (sq ft) 21817
L= 525 ft. _ 'C' Factor 0.25
n= 0.40 208' Volume Provided 0
S= 0.010 Area ' C 1.438
Tc = 14.77 min., by Equation 3-2 of Guidelines
Time Time Inc. Intens. Q Devel. Vol.ln Vol.Out Storage
0 ft. Gutter flow "Z'(min) (sec) (iNhr) (c(s) (cu R) (cu ft) (cu ft)
zi = 50.0 For z2 14.77 sas 1.80 2.58 3066 1773 1294
7-2 = 35 Type B= 1.0 n= 0 016 Rolled = 3 5 5 300 3.18 4.57 1838 600 1238
S= 0.005 xzt M
Z~A 10 600 2.24 3.22 2589 1200 1389
;n„:, : 15 900 1.77 2.54 3057 1800 1257
d= 0.244 ft. 20 1200 1.45 2.08 3129 2400 729
?N.?i:~iz`
~e25 1500 1.21 1.74 3133 3000 133
;z . .
A R Q Tc Tc total I Qc ci;.:i.;~,„~;~; ~ 30 1800 1.04 1.50 3141 3600 -459 ~
~ 35 2100 0.91 1.31 3141 4200 -1059 -
1.59 0.12 2 58 0.00 14.77 1.80 2.5840 2400 0.82 1.18 3184 4800 -1616
zz...g.;:
45 2700 0.74 1.06 3193 5400 -2207
Qpeak for Case t= 2.58 cfs 50 3000 0.68 0.98 3227 6000 -2773
55 3300 0.64 0.92 3313 6600 -3287
zizza~.:z.s 60 3600 0.61 0.88 3421 7200 -3779
CASE 2 z>x zii zizzy~~;~
65 3900 0.60 0.86 3624 7800 -4176
" '~70 4200 0.58 0.83 3753 8400 -4647
Case 2 assumes a Time of Concentratlon less tlhan 5 minutes so that the •~~`~~~~;a ~ 75 4500 0.56 0.81 3865 9000 -5135
peak flow =,90(3.18)(Imp Area) = 1.43 cfs ?ia 80 4800 0.53 0.76 3887 9600 -5713
zz `:z~i~ z,i 85 5100 0.52 0.75 4037 10200 -6163
rA`` ~i'W
90 5400 0 50 0.72 4098 10800 -6702
So, the Peak flaw for the Basln fs the greater of the two flows, 95 5700 0.49 0.70 4227 11400 -7173
2.58 cfs :z~i~: 100 6000 0.48 0.69 4348 12000 -7652
ii
?i;;',~~K
'z,
~ W~zx,i=i
208' DRAINAGE POND CALCULATIONS
Required'208' Storage Volume
n;;; = Impervious Area x.5 in / 12 iNft 909 cu ft
Q'~~Z:M
208' Storage Volume Provided 10711 cu ft
r" DRYWELL REQUIREMENTS -10 YEAR DESIGN STOR
Ma)dmum Storage Required by Bowstring 1389 cu ft
Number and Type of Drywelis Required 0 Single
2 Double
BOWSTRING METHOD PROJECT: Riverwalk 4th Addition
PEAK FLOW CALCULATION PROJECT Riverwalk 4th AddRion DETENTION BASIN DESIGN BASIN: E1
BASIN: E1 10-Year Design Stortn DESIGNER: B. Howard
Tot Area 0 38 Acres DATE:
Imp Area 3061 SF
C = 0.40
Time Increment (min) 5
CASE 1 Time of Conc. (min) 5 75
Outflow (cfs) 1
60 ft Overland Flow Design Year Flow 10
Area (acres) 0.38
Ct = 0.15 Impervious Area (sq ft) 3061
L _ 60 ft 'C' Factor 0.4
n= 0.40 '208' Volume Provided 0
S= 0.020 Area' C 0.152
Tc = 3.27 min, by Equffiion 3-2 of Guidelines
156 ft. Gutter flow Time Tfine Inc. Intens. Q Devel. Vol.ln Vol.Out Storage
(min) (sec) (iNhr) (cts) (cu ft) (cu R) (cu ft)
Z1 = 50.0 For Z2 5.75 345 2.97 0.45 209 345 -136
Z2 = 35 Type B= 1 0
n= 0.016 Rolled = 3 5 5 300 3.18 0.48 194 300 -106
S= 0.005 10 600 2.24 0.34 244 600 -356
15 900 1.77 0.27 274 900 -626
d= 0.127 ft. 20 1200 1.45 0.22 290 1200 -910
25 1500 1.21 0.18 297 1500 -1203
A R Q Tc Tc total 1 Qc 30 1800 1.04 0.16 303 1800 -1497
35 2100 0.91 0.14 307 2100 -1793 ~
- 043 0 06 0.45 2.49 5.75 2.97 0.45 40 2400 0.82 0.12 314 2400 -2086
-
45 2700 0.74 0.11 317 2700 -2383
Qpeak for Case 1= 0.45 cfs 50 3000 0.68 0.10 372 3000 -2678
55 3300 0.64 0.10 332 3300 -2968
60 3600 0 61 0 09 345 3600 -3255
CASE 2 65 3900 0.60 0 09 366 3900 -3534
70 4200 0.58 0.09 381 4200 -3819
Case 2 assumes a Time of Concentration less than 5 minutes so that the 75 4500 0.56 0.09 393 4500 -4107
peak flow =.90(3.18)(Imp. Area) = 0.20 cfs 80 4800 0.53 0.08 396 4800 4404
85 5100 0.52 0.08 412 5100 -4688
90 5400 0.50 0.08 419 5400 -4981
So, the Peak flow for the Basin is the greater of the two 8ows, 95 5700 0.49 0.07 433 5700 5267
0.45 cfs 100 6000 0.48 0.07 446 6000 S554
2(l8' DRAINAGE POND CALCULATIONS
Requlred'208' Storage Volume
= Impervious Area x.5 in / 12 iNft 128 cu ft
208' Storage Voiume Provided 135cu ft
DRYWEIL REQUIREMENTS -10 YEAR DESIGN STOR
Maximum Storage Required by BowsMng -106 cu ft
Number and Type of Drywells Required 0 Single
1 Double
BOWSTRING METHDD PROJEGT, Rivernalk 4th Additlon
PEAK FLOW CALGULATiDN PROJEC7 RNervralk 4th Addaivn 4E~ENTION BA51N DESIGN BASEN• E2
BR51N• E2 10-Year Design 5torm DE51GNER B Howard
TQt Area ❑ 82 Acres DATE:
Imp Area 5238 5F
C = 060
Time Increrrient (m[n) 5
cASE 1 Time of Conc. (rnPn) 7,11
❑utflaw (cfs) 1
60 ft. Overland FIQw Design Year F1aw 10
Area {acms} 062
Ct = 015 Impervivua Area (sq ft) 5236
L= 60 ft. 'C' Factar 0.8
n = 0.40 '28' VoEume Provided Q
5= ❑[#2tl Flrea' C 0 372
Ta = 3.27 min., lay Equation 3-2 of Guicielines
Ture Time Inc. Intens QDevel, Vot.ln VaI.Ou! 5tarage
294 ft Gu3ter flauv (m[n] (sec) {iNhr) (cfs) (cu R) (Gu R) [ca R)
Z1 = 5U 4 For Z2 7.11 427 266 0.99 566 427 740
72= 35 Type a =tU
n= 0016 RvlEed = 3 5 5 300 318 1.18 476 300 176
S = 0.005 10 600 2.24 0 83 621 fiQa 21
15 900 1.77 065 688 900 -212
d= 0.171 it. 2D 1200 1 45 054 728 1200 -474
25 1500 121 0.45 741 1500 -759
A R Q Tc Tc total I Qc 30 1800 1.04 0.39 753 180Cf -1 D47
- - 35 2100 091 0.34 760 2100 -1340
~
078 009 0.99 T~ 3.85 ---r 7,11 2 65 0 98 40 2400 062 0.31 776 2400 -7 [i24
45 2700 0.74 0.28 783 2700 -1917
Qpeak for Case 1= a 99 cfs 50 3000 0 68 0.25 796 3000 -22D4
55 3300 064 0.24 820 3300 -248(]
60 3600 0.81 0.23 850 36flQ -2750
CA5 E? 65 3900 ❑60 0.22 903 3900 -2597
70 4200 0.58 0.2I 938 42W -3262
Case 2 assumes a Time af CortcerRration l¢ss than 5 minufes so fhat tfe 75 4500 ❑ 5fi 0.21 968 4500 -3532
peak flow =90(318)(Imp Area) = Q 34 cfs 80 +1800 0.53 0.20 975 48M -3825
85 5100 0.52 4.18 1095 5100 -4085
90 5400 050 0.19 1031 5400 -4369
5a, the Peak flow far tha 6aslrr is the greater of the two flaws, 95 5700 ❑,49 0.18 1065 5700 -4535
099 cfs 100 6D00 0.48 0.18 1097 6040 -4943
2W DRAINAGE PC3NQ CALCl3LATIqNS
' Required "208' &torage VQ1ume
= Impervious Area x 5 in 112 iNR 218 eu ft
2f78' Storage VQlume Provtded 2Jq cu R
17#tYWELL REQUIREMEIJTS -10 YEAR ❑E51GN STaR
Mmmum 5torage Reqwred by 6owstdrtg 176 cu ft
IVumher and Type oF Ory►velts Required 0 5ingle
1 Doumle
BOWSTRING METHOD PRpJECY' Riverwatk 4th Addiiion
AEAK FLOW CALC'ULATION PRaJECT RNervvalk 4th Adddian QETENTION BASIN L}ESIGN 8A51N' E3
BA51N, E8 10-Year Design 5tarcn DESIGNER: B. Hamrd
Toi Area 0 53 Aores DATE:
Imp Area 4650 SF
C = Q.4[7
Time lncrement (min) 5
GASE S ~'ime of Canc. (min) 5.08
Outflvw (cis) 1
60 ft Duerland Flavv Design Year Flov 10
Area (acres) 0.53
Gt = 015 Impervtmus Ares (sq ft) 4650
L= 60 R. 'C' FaCtoT 04
n= 41,40 '208' Yolume Provided 0
S= 0,020 Area ' C 212
Tc = 3?7 min,'by Equation 3-2 vf Guidelines
'fime Time Inc Intens 0 Qevel Vol In Val.Out Starage
155 ft Gutter nwv {min} (sec) (mlhv) {crs) (cu s) (cu ft) (Cu ft)
Z1 = 500 For 72 5,48 306 3.16 ❑ F7 273 305 -31
Z2 = 3 5 Type B= 10
n= 0016 Rolled = 3 5 5 300 318 ❑ 67 271 300 -^a9
5= 00`119 10 600 2.24 0.47 334 600 -266
i5 900 1.77 0.38 37 900 -523
d= Q 075 ft. 20 12QQ 9.45 035 401 1200 -799
25 1500 121 0.25 411 1500 -108,4
R R a Tc Tc kotal I Qc 30 1800 1.04 012 420 1800 -13$0
35 2100 0.91 0.19 425 2100 -1675
015 00.4 0 21 1 81 5 08 316 067 40 2400 ❑.82 0.17 435 2404 -1965
~
45 2700 074 016 440 2700 -2260
Qpeak far Case 1=0.67 cfs 50 3060 0 68 {1.14 447 3000 -2553
55 33(30 U 64 014 462 3300 -2836
fiQ 36D0 0 81 013 479 3600 -31124
CASE 2 65 3900 p 6[} 013 509 3" -3391
70 4200 0 58 012 529 4200 -3671
Case 2 assumes a Tsrne of Corcen"tion less than 5 minutes so that ihs 75 4500 0 56 012 547 45[]Q -3953
peak fErnv = 90{3 1 S}{Imp. Area} _ ❑ 31 cfs 84 48Op ❑,53 019 551 4$W -4249
8a 5100 052 011 574 5100 -3528
90 5400 [3 SQ a 11 583 5400 -4817
so, the Peak flowr for the Basirt is the greater vf the twa flovvs, 95 5700 0.49 014 603 510D -5097
Q 67 cis 400 6400 048 010 $21 fiOIXI -5379
2D8' DRAINAGE POND CAlCULATI[)N5
Required'208' Storage Vvlume
= Impennous Area x 5 in 112 inlR 194 ou ft
2f38' Stnrage Vvlume Pravided Q cu R
i]RYWELL REQUIREMENTS - 90 YERR DESIGN STQR
Ma)dmum 5tarage Requtrel hy 6owsMng -29 cu n
Numler and Type nf Drywells Requlred p Sirigle
1 Qvuhls
BOWSTRING METHOD PROJECT: Riverwalk 4th Additlon
'EAK FLOW CALCULATION PROJECT Rtvervralk 4th Addition DETENTION BASIN DESIGN BASIN: E
BASIN: E 10-Year Design StoRn DESIGNER: B. Howard
ot Area 1.53 Acres DATE:
mp. Area 12903 SF
C = 0.40
Time Increment (min) 5
.ASE 1 Time of Conc. (min) 8.98
Outtlow (cfs) 1
70 ft. Overland Flow Design Year Flow 10
Area (acres) 1,53
Ct = 0.15 Impervious Area (sq ft) 12903
L= 70 ft. 'C' Factor 0.4
n= 0.40 '208' Vofurrse Provided 0
S= 0.020 Area • C 0.612
Tc = 3.58 min, by Equation 3-2 of Guidehnes
Time Time Inc. Intens. Q Devel. Vol.ln Vol.Out Storage
628 ft. Gutter flow (min) (sec) (iNhr) (cfs) (cu ft) (cu ft) (cu ft)
Z1 = 50.0 For Z2 8 98 539 2.37 1.45 1049 539 510
Z2 = 3.5 Type B= 1.0
n= 0 016 Rolled = 3 5 5 300 3.18 1.95 782 300 482
S= 0.012 10 600 2.24 1.37 1074 600 474
15 900 1.77 1.08 1173 900 273
d= 0.167 ft. 20 1200 1.45 0.89 1228 1200 28
25 1500 1.21 0.74 1247 1500 -253
A R Q Tc Tc total I Qc 30 1800 1.04 0.64 1262 1800 -538
35 2100 0 91 0.56 1272 2100 -828
0.75 0.08 1.45 5.40 6.98 2.37 1.45 40 2400 0.82 0.50 1296 2400 -1104 Q
as 2700 0.74 0.45 1306 2700 -1394
N
)peak for Case 1= 1.45 cfs 50 3000 0.68 0.42 1325 3000 -1675
55 3300 0.64 0.39 -1364 3300 -1936
60 3600 0.61 0 37 1412 3600 -2188
CASE 2 65 3900 0.60 0.37 1499 3900 -2401
70 4200 0.58 0.35 1556 4200 -2644
(;ase 2 assumes a Time of Concentretion les.s than 5 minutes so that the 75 4500 0.56 0.34 1605 4500 -2895
peak flow =.90(3.18)(Imp. Area) = 0 85 cfs 80 4800 0.53 0.32 1618 4800 -3184
85 5100 0.52 0.32 1681 5100 -3419
90 5400 0.50 0.31 1708 5400 -3692
So, the Peak flow fw the Bas(n is the greater of the two flows, 95 5700 0.49 0.30 1764 5700 -3936
1.45 cfs 100 6000 0.48 029 1816 6000 -4184
208' DRAINAGE POND CALCULATIONS
Required '208' Storage Volume
= Impervious Area x.5 in 112 iNft 538 cu ft
208' Storage Volume Provided C9=;8 cu ft
DRYWELL REQUIREMENTS -10 YEAR DESIGN STOR
Ma)dmum Storage Required by Bowstring 510 cu ft
Number and Type of Drywelis Required 0 Single
t Double
PEAK fL[]W CALCl1L4TI4N PRQJECT Rivedwalk dth Addidon
BA81N• Pr&-Deveioped F
Tat. Area 2.67 Rcres
9mp. Area 0 5F
C= 03I1
CASE 7
--___3DO R. dverlarsd Flow
Ci = 0.15
L = 300 ft.
n= 040
5 = 0.067
Tc = 5.97 min., by Equation 3-2 vf Guidelines
Q ft. L;utter ilaw
Z1 = 500 For Z2
72 = 3.5 Type B =1.0
n = 0.016 Ralled = 3.5
5 = O.OQ5
d = 0 235 ft.
A R a Tc Zo totai I Qc
1.47 D.12 2 32 000 5.97 2.90 2.32 ~
Qpeak Tor Case 1= 2.32 efs
CASE 2
Case 2 assumes a Time of Corscerrtraban less than 5 m3nutes sa tttat the
peak flrnv =.90(3.18)(Imp. Area) = 0 00 cfs
So, the Pe.ak flow for the Basm is the greater Qf the twa floinrs,
2 32 ofs
PEAK Ft9W GALCULATION PROJECT Riverwalk 4th Addition
BASIId: Devel)W F
Tot Area 2.67 Acres
fmp. Area 0 5F
C = 0.27
CASE 1
3DO ft. C3rreriarid Flow
Ct = 0,15
L = 300 R.
n = 0.40
5 - O.LtS7
TC = 5.97 mirr , bY Equation 3-2 af Guidelires
0 ft. GutCer ftw
Z1 = 500 Far 22
72 = 3,5 Type B=1 U
n= 0.016 Rvlled = 3 5
5 = 0.[7D5
d = U 226 ft.
q R Q Tc Tc Mw I Qc
- ~y~~~__~ ~e~=====
~
1.38 W~- 0.11 2 ID9=--- 0.00 5 97 ~ 2.90 209
c1pea1' c ior Case 1= 109 cfs
CASE 2
Case 2 assumes a Tume of CancentraGon lesa tFan fim[mrtes so Mat the
peak ftsmr =.90(318)(Imp. Area) _ 0.00 cfs
Sv, tfie Peak 11ow for the 6asin is the greater of the twro fims,
2.09 cfs
VVeighted Runaf# Cvefficient Calculatinn
Project: Rivenwalk 4th Addition
8asin: F IPE Jab 95580
Total Area (acres): 2.6700 Designer: S. Murphy
Landscape Area (acres) 0.5200 Qate: a2f1 2i96
G rass Araa (acres) : 2.1500
Lan dscape Area °C" 0.1500
Grass Area "G": 0.3(]00
(1mp. Area)(lmp. "G")= 0.0780
(Grass Area) (Grass "C") = 0•6450
2.6700 0.7230
Weighted "C"= 0.7230
- 02708
2.6700
23
CYJRB INLE'T CA~CULATIONS f
. ,
Project: Ri►erwalk 4#h Addition
Date: 15-Mar-96
designer: S. Murphy
Upstream Garryaver Accumul. Pnnd 208'
'208' Curb Drap Imper. 5torage Starage Storage Typel 5tnrage Carryover
Suh-Basin 5tation RIL Area Revl Reca`t Reql 5ize Protided Dnwnstream
G1 47+70 R 9520 396.7 396.7 12x6O 414.0
C2 48+85 R 9130 380.4 380.4 11 x6D 383.0
D1 50+05 F2 8201 341.7 341.7 11 x56 358.0
[34 51+30 Ft 13616 567.3 561.3 Odd 718.9•
E1 46+76 L 3061 127.5 127.5 15x15 135.0
E2 49+74 L 5236 2182 218.2 19x20 219.0
E3 51+3{} L 4650 193.8 193.8 14x25 204.0
tv
* Calculated per Figure 18 of Guidelines
Curb Inlet Depressian = 2 in.
Standard Curb Inlet Length = 4 ft.
Upstrsam Gutter Roughnes Reciprocal Qepih Length
Curb Drop Impertious Peak Flow Slope Coeff. Cross slape af Flaw Required
5ub-'Basin Sfiafion Rfl. Area c.f.s. S n Z Zln d` QaILa" QI(QaJLs) Rernarcs
C1 47+70 R 9520 0.96 0.0094 0.0160 50 3125 0.14 0.099 9.69 Need 2- 5' curb inlets
C2 48+65 R 9130 0.89 SumP Gondidon
D1 50+05 R 8201 1.57 0.0189 0.0160 50 3125 0.15 0.105 15.02 Need 3- 5' curb inlets
D4 51+30 R 4324 {}.79 Sump Caradrdon
E1 48+76 L 3061 0.45 0.005 4.0160 50 3125 0.12 0.084 5.36 RCeed 1- 5' curb inlet
E2 49+74 L 5236 0.99 t}.DaS 0.0160 50 3125 0.16 0.113 8.77 Need 1- 4', 1- 5' cwrb inlets
E3 51+34 L 4650 0.67 5ump Gonditon
~
N
GRATE CALCULATIONS
I
GRATE CALCULATION - CONTINUOUS GRADE Basin D2
Station 17+76 Lt.
Q = 0.49 cfs
S = 0.0050 ft/ft
' Z = 50
d = 0.13
w = 6.28
grate w= 3.98 W.S.D.O.T. Type 2 Grate
%w = 63
%Q = 94 From Figure 15 of Guidelines
Q divert. = 0.46 cfs
Q excess = 0.03 cfs
Z(o
CRATE CALCULATIaN - CONTINl1CJt1S GF3ADE gasin D3
5tatian 17+76 Rt.
- Q = 0.62 cfs
S = D. 0050 ftl'ft
Z - 50
d= 0.14
w = 6.86
grate w= 3.98 W.S.D.O.T. Type 2 +Grate
%w = 58
°1oa = 91 From Figure 15 of Guidefines
Q d iusrt. = 4. 56 cfs
Q excess = 0.06 cfs
2-7
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Pipe Flow Calculativn CB #1 ta CB #2
Flow 0.620 cfs Out IE 2023.95
Diameter 1.03 ft In IE 2024.21
Slope 0.IX081 ftlft
n 0.0120
L 32.00 ft dJdia A R a V
Depth of flaw,d 0.90 ft 0.90 0.7445 0.2980 3.72 4.99
Flawing FuIF 1.00 it 1.00 4.7854 0.2500 3.49 4.44
Critical Depth 0.320 ft 0.32 0.2167 0.1801 0.62 2.86
Normal Depth 0.28a f# 0.28 0.1800 0.1614 0.62 3.44
HWc 0.511 ft iNLET CONTR[JL
HWn 0.555 ft
HWp ft
2-8
Pipe Flaw CaIculativn CB #2 to MH A
Flaw 1.110 cfs C3ut I E 2022.39
biameter 1.00 ft In !E 2023.$5
51vpe ❑.005fi ftlft
n 0.0120
L 260.0[} ft dldia A R Q V
Depth af fl ❑w, d 0.90 ft 0.94 0.7445 0.2980 3.09 4.15
Ffowing Fui! 1.0[} ft 1.00 0.7854 0.2500 2.90 3.69
Critical Qepth 0.440 ft 0.44 0.3328 0.2294 1.11 3.34
Nvrma! De,pth 0.420 ft 0.42 0.3132 0.9r"0 1.11 3.54
HWc 0.699 ft 1NLET CONTRQL
HWn 0.713 ft
HWp ft
21
Pipe Ffow Calculation MH ato C3utlet
Flow 1.110 cfs Qut 'IE 2019.17
Diameter 1.00 ft In IE 2022.29
Siope 0.0120 ft1ft
. n O.f]120
L 250.00 ft dJdia A R C~ V
Depth of fl aw, d 0.90 ft 0.90 0.7445 0.2980 4.52 6.07
FCowing Full 1.00 ft 1.00 0.7854 0.2500 4.24 5.40
Critieal Dep#h 0.440 ft 0.44 0.3328 0.2294 1.11 3.34
Normal C]epth 0.340 ft 0.34 0.2355 0.1891 1.11 4.71
HWc 0.699 ft INLET CONTRQL
HWn 0.857 ft
HWp ft
~
~~~~~~~ER C~~~~LATIONS
Backwater Calculatian 5heet - RiWerwalk 4th Additian
Pipe 5egment MH -Out CB 2-MH CB 1- 2
1 Q 1.11 1.11 0.62
2 Lerrgth 260.00 260.00 32.00
3 Pipe Size 1.00 1.40 1.00
4 n 0.012 0.012 0.012
5 Out9et E 1. 2019.17 2022.39 2023.95
6 Inlet El. 2022.29 2023.85 2024.21
Slm,pe 0.0120 0.0056 0.0081
7 Barrel Area 0.79 0.79 0.79
8 6arrel Vel. 1.41 1.41 0.79
9 Ve6. Head 0.03 0.03 0.01
10 TW E I. 2019.89 2023.29 2024.48
11 Frict. 9ass 0.21 0.21 0.01
12 Entr. HG L EI. 2020.10 2023.50 2024.49
13 Entr. Head 9oss 0,03 0.03 0.01
14 Exit hiead Loss` 0.03 0.0:3 0.01
15 Outlet Ctrl. EI. 2020.16 2023.56 2024.51 ~
Inlet Ctrl. HW 0.999 0.634 0.634
16 Infet Ctcl. EI. 2023.29 2024.48 2024.84
17 Appr. Vef. Head 0.00 0.00 0.00
18 Bsnd Head LQsS 0.00 (].00 0.00
Junct. HL Caeff. 0.00 0.00 0.00
19 Junct. Head Loss 0.00 0.00 0.00
20 HW Elea. 2023.29 2024.48 2024.84
4a rate E I. 2026.96 2026.71 2026.71
Freeboard 3.67 2.23 1.87
SOIL MAP
. I'`
P""ANE COU[VTY, WASFiINC;TDN - SHEET NUMBER 67
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~[Joins sheer 76) 4'y
SOQp Fee[
i M~ie Scale 1 20000 ~ , , ~ ~ '
Todd Whippie, P.E.
Edward Dean
Riverwalk Sth Addition
Acceptance
July Z, 1996
Page 2 of 2
4. As mentioned in the Caunty Engineer's Ietter af May 16, 1396, the construition of Indiana
Avenue, from Barker Road to the easterly terrrsinus in Riverwalk 2nd Additivn, needs ta be connglete,
and estahlished for maintenance by the County, priar fio the Final Appraval for these plats. This includes
all related and appurtenant work fox drainage and landscaping.
If yau have any questians, piease contaet Ed Parry at 455-3500. Thank you.
Very tculy yvur5,
W illiaal A. Juhns, P. E.
Spokane County Engineer
Edward J. Parry, Jr., P.E.
Plan Review Engineer
ancls: P2ans (1 set) - sepia
Calculauans
cc: project file
Fat HarperlSco[t Englehard
Dave Berto
Permit Tectuacian - Sylvia Lightfoot
reviewer (commenrs anly)
f
4050304
Page, i o-f 3
1013111996 09122k
O4 UTIIIiIES EAS ~ I.E1fl Spa'kene Ca. E'IC
sPOxANE coUNrr nIrxsxOH ❑F rrrzLITxEs
Spakana Cpunty, Waghington
BSNBR MD ACC8$B 871$M93liT
The GZ'antoSC, 5TANTOPI - SPOWFf L• P. . A Wgllbigtnn Ligiited
p,ftrtnershin fos arsd in cvnsideration of Mutual Benefits, receipt of
which is hereby acknowlsdged, conveys and warrants ta Spokana Connty,
a politiaal srsbdivfsion of ttle State of Wastringtvn~ it's succesanrs
and assigns, a perpetual rrors-exclusive easement over, under and across
the hereinafter described lands si+kuated in the county of spokane,
5tate of Wsshingtanc
A Temparary sewer and Acaess Eaeement being thirty five feet y35'y in
~
width over, under and acros$ a portion of Gavesnmont Lots 5 and fi, of
section S, T.25 H.. R.45 E., W.M., Gounty of Spokana, State of
washingtan, the centerline of sa$d easement mvre particularly
desrribed as fallaws:
Beginning at the northwsst cornar of Tract "H" of RIVERWALK
$SCONn AI]pITIOH accarding to the plat recorded in Soak 23 of
P1aLr8, Pages 94 and 957 thence N,18008102"L. a distanCe of 46.11
Peeti tttellCe H.09904041^'W. A d1stanc8 of 437.89 feet (FteC.
H.09°04156"W., 437.93 Peet); thence N.20027137"W. a distance of
18.02 feet ta the TR[TE PaIHT OF HEGIHAiIHG of this centesline
descriptian; ttlenea s.83016'47nW. adi$tance of 140.00 feet tv
trie turnrxnus of thfs canterline dascriptivn;
The gerpetual ner►-axclusive ea$ement granted to Spekane Cvunty, its
successors and assigns is for the svle pus°gose of constructionr
insta11inq, oparatiraq, maintaining, repairincy, altering, replacing,
remvving, and all other uses or glE* rosea whfch are or may be related
to the sewer line. it ir expzessly urrderstaod and agreed that Spokane
county or its successors and ageiqns sshall haVe °kha right of ingress
and egress from ttis property degczibed above fvr the purpose of
canstaucting, altexing, nperating, maintaining, repairinq, replacing,
remavfng ar any crther usas or purposes w1`aich ara or may be related to
t3ie Sewer lines.
spokane Cvunty, its successQxs and aseigns at ail times hereinafter,
at their vw°17 cast and gxpense, snay remvve a11 craps, brugh, grags or
tress that may interfere with the conatructing, installing, operating,
maintaining, rapairing, altering, raplaeSng, removinq end al1 nthar
uses ar purgvses which ars ar may be related to a sewer system.
The Grantvr' s reserves l:he righ+t to use and en joy t3iat praperty which
is subjeet of this essement for tha purposes which wii1 not fnterfere
with the Countx's Yull enjvymsnt aP the rights hereby qranted.
Provided, the Grantar's shall nQt erect or Gvnstruct any kxuilding vr
ather structtzre vr drfll on a easement or diminish or suhstantially
add tn the ground ovver aver the easement.
Spokane cnunty°s reaponsibiYity for maintenanve shaTl he confined
solely to the easement .
"d"he easement described hereinaboTve fs tm and shall lrun caith the land.
This sasement wi11 he terminated a't such a time the described area is
platted.
aN wxTxEss WxEREogs we have nerceuntn set aur r,anas ana seai tnis _15~r
day of ~ . 199-L.
1 ~ ~ EnDbo Tac Bmt~
os:~; 1 Tg~
~ 4050305
Fage: 1 of 3 ,
iN31096 99:m
Cp L[IL1TI48 EI45 SU.~ wh
SPCIKANE COIJNTY pIVISIOx OF" UTILYTIES
Spokars8 Cottnty, Washington
9Sm 71m AcCEBS RMSMffiiT
The Grentor, 3TAId2_QF - fiPf]WE jp;F.. A wagllington Limited
gartparshin far and in cansiderativn of MUtuai Benefits, receigt of
which is hereby acknowlsdged, canveys and warrants to 5pakane County,
a pvliticsi subdivision of the 5tate of Washington, $t•s successars
and assigns, a ge~,rpetual non--excTusive easetnent over, under and acrvss
tkie hereinafter described lands s$tuated in the County ❑P 5pvkane,
stgte of Washingtva:
A Temporary 8ewer and Accsss Easement oVer a portion of Gvvernment Lot
Cr []Z SeCtfoTE 8r T.25 H. r R.45 F. ■ W.?S. r CG1117ty of Sp01Ld11e, £atat@ OP
Washingtvn, more particularly described as followa:
Beqizsl7ing at thE Northwest evrner of the Svutheast quarter of
said Secticsn S; thence 8.58040114RW. a distance of 626.61 feet to
the TRLYE PCIINfi OF BfiGIHHTNG of this eagerrcent de$criptivn; thsnce
H.56021133"E. a distance of 156.00 feet; tbariCe N.3393$127"W. a
distance of 150.00 feet; thence 5.56021133"W, a distancQ of
187.48 fget; thQnce 5.13638127"E. a distance of 57.50 feet;
thence H.66021'33"5. a distance of 37.46 feet; t.hence
$.33038'27nE. 8 di5t1i7Ce of 97.50 feet to thB TI`ue PDint of
Begir►ning.
I
Tha perpetual nvn-exclusive easement granted tv Spakane County, ita
successesrs and assigns is fvr the sole purpesse of aonstractfon,
instalzing, aperatinq, maintaininy, regairfng, altering, replacing,
removing, and alY vt4ler usee vr purpasQS whic3z are ar may be related
to the sewer line. It ig expressly underatvad and aqr~ed that Spvkane
CaunCy or its succassors and assigns shali have the right of ingrress
and egress from the prcperty described alaove for the purpose of
cQnstructing, altering, aperating, maintaining, repairfng, replacing,
remaWing or any ather uses nr purposea which are vr may be related to
the sevrer lines.
Spokane County, its successaxs and ass$gns at all ti.maa hereinafter,
at their awn avst and expense, may remove a11 aropg, barush, grass ar
trees tnat may interfere with the aongtruating, installing, vparating,
maintaining, repairing, alteriasg, replacinq, remcving and a11 ather
uses or purposee which are or may ba related to a sswer system.
The Grantoz's reserves the right to use and enjcay t'hat property which
is subjent of thig easement far th$ purpvees which wi11 not interfere
with t.P►e Caunty's Pull enjQyment of the rights hereby granted.
Prvvided, the Glrantar•s shalY nat erect ar Gonatruct any building ar
other atructura vr dri,11 on a easement ar disniasis'h vr substantially
add to ttse graund avWer over the easement.
Spakane County's respmnsibiiity for maintenance shall 1ae aonffned
sale.ly ta the easement . ,
The easement described hereinebove is tv and shall run with the land. ~
This aasement will ke terminated at such a time the aescribed area is
platted.
IN WITHESS WIiEREOF, we have hereunto aet our hands and seai this iSr-
d3y of 0C_MV&_4L , 195-L.
F.~ . Gxciae Tsx Exero 1
V'ju .~~1+ ~
-Tj i10P,4,-
, Zy 1;A -1
c)
August 7, 1996
4042136
Paqa: 1 af ^c
101070M 02:61P
Ihm F. aln a E.G R5 Jm} Spoka11e CQy ~
TE"QRRA~ ~~~D EMEMENT
In the matter oP Riverwalk Larse, KNt7W Ad,I. FiEN HY TEiESE PRESIINJ.'S,
that the GrantDr, , 3TANTON - SPOI{ANB_L. P. . A WAshinaton Limited
Partp=shi fvr and in considerativn of Mutual Senefits, the
receiptg vf which is hQ,reby acknowledged, grants tv the Riverwalk
Ovmers Assaciatiart, A Hnmeowners Assgciation as created lay
doCUinBnt 7Cecnrded July 25, 1995 under State [7BI Numbar 841-545-
799, an Easement vvar, upon and acreoss the temporary ti1ITldZouHdr i
Tegally d$scribed ag fvllows: ATemporary Turnaround Easement vver a pvrtivrs af GaVernment Lvt
6, Df 5ectfvn '!,`.25 N., A.45 E., FT.M., Cpurity Of Spakane, 5tate
af washfrsgtvn, msare particularly described as fol3awa: ,
Beginning at the Northwest cerrner of the Southeast Quarter
af said Sectfon 8; thence 5.58900114"W. a distance of 625.61
feet tp the TRT3E Pf]INT mF BEGIHHIHG of this easemettt
description; thence N.SS11a.I133fiH, a dirtance of 150.04 feet;
t4ienca 9.33038127"W. a distancs a£ 150.00 feet; tnence
5.56021133"W. e diatance of 187.45 feet; t,hence
5.33038127"E, a distance of 57.5(] Peet; thsnce N.56021'3311E.
a distance oE 37.48 feet, thence 5.33038127"E. a distance vf
97.50 £eet to the True Poirot of Heqitaning.
Said Temporary Turaarvund EaserQnt is hsreby granted ta Riverera].k I
Owner"s Assvciation, until such time as Riverwalk Lane continues
anc3 the areag of the easement has bean platted, at whivh time the
Tamgvrary Tulrnarourid Easement wi11 be terminated.
I'N wi7.'A1ES5 ii1HHEPEOF, the undersigned has caused th3s ittstrument tn
be executed on ttli$ r2E: • day of oCrow_ , 199taL.
STANTON-SPOKAt1E I,. P. .
A Washingtan Limited PartrnBrship
BY: STANTDN DLVEid3PT+IENT CCYMPANY, A washington Ge3'1E1caA
Partnership
gTS General Partner
8Y: HOtt5LEY DEVETT,OPMEtPP CoRPC7R.71TION, A Waahingtan
Corporation, '
Partner ,
tdft%X'Ej"# c sY : ~ ` .
pem~c 1 ~ 1 te. • . _
swww C.o%q* Tm-ulw I9.'S r119 e• d~ 114
Or. d
BY: DEAN SUILDING CORPa'RATIdN, A Washington
Corparat ion
Partner
8Y : ` ' ►
ITS "Mt_+'A i .
1
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Q! ~p ECOMEA'DUS[
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id"' ~~~itil 2 ".~r~' ~~~Ylr~1 •ti './A rf-.u+~-,,'~L V^'.~ Fl1lLLD,
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(CATRIF
;'~ti. a a,~ `i~f;):•~~'s ;'n s'%~,} r , . _ . ~ t~~_ ",Z''' REOUEST 9f 6
• ~ , . . >
~t'•,r.; ' ~ re.a ee. a~«e a woYo.ya a. 9405120394
J.~1.;~,^ :?~f!'..11~s•_!~",• • 1~J4_ ~~'t rryr 2.,1.N:~ . . '
RICHAAD C~ACMAH ~ t' , , ~ „ ~'i ~ ' 1UC„Oil. ' ' . _
~'E ~SPOKANE~ COII^~'+: r' ~
LYt f; Y • . ' ~ ~R' ~l ~ , - i
'Aooae's"aN. "ieo3cyoyeoe' . , . • a,~ • . .
:i~ &y.gTATE.aySP01CANR..VA`99205 ' , • ; .
. . ~ ~ ~ ' , ' ' ` . - . ~ .
CAry ~r
STATUTORYWARRANTYOEBRIL 15J IPAGEl~J~
,arMgap~~70pS .',JANES P. ETi6R •nd- EIL6IE A:': ETTER, hutband and v![e, •nd
'^CLORIA' D.,:ASOLUBD;°a,vCdov..,'-; +
• , p'ruqincaiasmbii'd•?T6N,DOLLARS~and.other: valuabIa conaideiaelon; "
SM%-IQ7 mVHzlI?7l' CWAl7Y. • WashinWm ga+tral WrtneTchiD. as
' In fuM WW oaMp ~710 vattuW b '
, , . , . ~mSnee [ar Sctntm Sbokac Limitea Patnenliipr 6 Washin8t- lim{ted ~.Mp, •
va k~w4q GicrbO rw atw. ~lwua In C» Cou+Y W S P ORAB Ef ~ &m a .
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:-8t
ion of the South Half of the Southwest Quarter and Government
5 and 6, of Section 8, T.25 N., R.45 E., W.M., County of Spokane,
~e of Washington, more particularly described as follows:
pcBeginning at the Southwest Corner of said Section 8; thence
N.00035'0311W. along the west line of said Section a distance of
958.93 feet; thence N.89024157"E. a distance of 30.00 feet to tha
Southwest corner of Parcel "B", as described in Statutory
Warranty Deed recorded under Auditor's Document No. 9405120394;
thence N.8902310611E. along the south line of said Parcel "B" a
distance of 369.88 feet (Record 370.00 feet) to the Southeast
Corner of said Parcel "B"; thence N.00034105"W. along the east
line of said Parcel "B!' a distance of 16.81 feet to the beginning
of a non-tangent curve concave to the northwest having a radius
..-of 672.00 feet (from which a radial line bears N.09054102"W.);
thence northeasterly along said curve through a central angle of
K-20005155" an arc distance of 235.73 feet; thence N.6000010211E. a
t clistance of 508.04 feet; thence S.2905915811E. a dista•nce of
•.159,08 feet; thence N.60000'02"E. a distance of 269.96 feet to
the TRUE POINT OF BEGINNING; thence S.29059158"E. a distance of
27.00 feet; thence N.6800015811E. a distance of 61.93 feet; thence
N.7504015811 * E. a distance of 63.30 feet; thence N.8904810011E. a
dist3nce of 331.53 feet; thence N.00012100"W. a distance of '
119.34 feet; thence N.02041103"E. a distance of 60.08 feet;
thence N.00012'00"W. a distance of 120.00 feet; thence
N.8904810011E. a distance of 144.50 feet; thence N.00°12'00"W. a
dtitrn,,t-a,ncemo.f.mo1~1~0►a00+&€ee~t-.;tuthence N. 04 ° 02 52 "'E. a distance of 17 . 55
feet to a point hereinafter referred to a POINT "D°; thence
continuing N.04°0252E._ distaggc •fi • 5 feet; thence
ce*6-MK
_0 0.00 feeti;athence N.8904810011E. a
distance of 324.72 feet; thence N.0103114611W. a distance of
506.09 feet; thence N.21019117"W. a distance of 51.61 feet;
thence N.56021118"E. a distance of 144.63 feet; thence
N.4901315411E. a distance of 37.44 feet; thence N.6703613311E. a distance of•140.14 feet to the East line of said Government Lot
6; thence N.01031146"W. along said east line a distance of 67.56
feet to the Center Quarter Corner of said Section 8; thence Y'N.0103215411W. alonq said east line a distance of 425.52 feet to.
the southerly line of Parcel "A", as described in a Statutory .
Warranty Deed recorded under Auditor's Document No. 9405120394;
thence along the southerly line of said Parcel "A" the following
two (2) courses:
(1) 5.56021101"W. a distance of 763.75 feet (Record S.550521W.,
. 762.20 feet); . ~
(2) S.63013105"W. a distance of 685.58 feet (Record S.630491W.,
685.80 feet) ; •
thence S.02007123"W. a distance of 100.28 feet; thence
S.0604312811W. a distance of 120.00 feet; thence S.3403115411E. a
distance of 39.57 feet; thence S.09004156"E. a distance of 437.99
feet; thence S.1800810211W. a distance of 141.63 feet; thence S.40030115"W.. a distance of 132.59 feet; thence S.2701514611E. a •
distance of 13.00 feet; thence S.5100711911E. a distance of 66.19
feet; thence 5.2905915811E. a distance of 83.51 feet to the True .
4 °
. .
~
~
7
~i~t of Segia~ning;
Y~~Eg ~~TH A Temparary turnarav~nd ~easement ove~r unde~r and acrc~ss a
~jon of Governmettt Lat 6 of 5ection 8, T.25 N'., R,45 E.. W.M.,
,~ntY of Spokane, State of Washinc~ton, describec~ as fallr~ws:
Beginning at the above described Poirrt "D"; thence N. 04 °42 ■ 52"E.
a+distance of 17 . 55 feet; thence Ai. 0Q 012' 04"W. a distance of
57.50 feet, therzce N.89°48100"E. a distance of 150.00 feet;
thence S. Q0 ° 12' 00"E. a distance of 150 . 00 feet, thence
5.8904810011W. a distance of 152.60 feet; thenGe N.00012100"W. a
distance of 57.50 feet; thence N. U4 °02' S2"E. a distance of 17.55
feet to the Fvint of Beginning
Cvntaining 26.48 Acres, more or less
5
CENTURY WEST ENGINEERING Da°e 6 21 96 job No. 3025500413
Attention: Paitl LPnnPmann
Re; Construction Monitorine
LETTER OF TRANSMITTAL BudQet
Spokane County Engineers neg~ y-' 4~'~✓
1026 W. Broadway Ave. JUM, t9g6~;<.n
' Spokane, WA 99260-0170
We are sending you gKAttached O Under separate cover via the following irems:
O Shop Drawqngs ❑ Prina ❑ Plans O Samples O Specificadons
O Copy of Letoer O
Copies I Date or No. ~ Descrippon ~
1 IS~.L~1L~~ C.M. Bdeet Estimate
I I
t I rc 1-6, R'v walk 4 h Additipn (vour couv)
I
I I
I I
I I
I I
These are transmicred as checked below:
❑ For Approval O Approved as,Submiaed O Resubmit Copies for Approval
M For Your Use ❑ Approved as Noaed O Submtt Copies for Dismbunon
13 As Requested O Ren,rned for Correcdons ❑ Retum Correcood Princs
O For Review and Comment O
❑ FOR BIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TU US
Remarks:
Paiil •
Please call me if vou have any auestions or if you need additional information.
Thanks! I
r
If enclosures are noc as noced, kindly nonfy us ac once. Signed: ~
Oin R. Cook , P.E.
1825 N. Hutehinson Road, 2nd Floor Spokano, Washinpton 99212 PAonr (609) 6.18-3810 FAX: (609) 624-0.15b
EXHiBlT C
r
~
ruRNaRouND 1 PAR'CEL 2-B
EASEMENT A
PARCEL 2-A ~ .
ruRtiARauNa
TIJRNARC3lfND ~ FASEMENT D
EASEM ENT 8
PARCEL 5
EASEII ENT RNAROUND
k
PAFCEL 4
~
~
PARCEL 3 PARCEL 6 '
PARCEL 1
r
~
~
. 6
ME" me=
TRANSANlERI CA T T TL,E INSLThANCE CC7MFANY
NoRTx 7 2 fJ ARGorrrrE
S Pt]KANE , WAsHING`Y'flN 99212
Prepared for:
STANTC?N DEVELOPMENF CC3.' ar.ier 113o.: CD19 8612
paTTN: MARK HANCDCK
16720 NE 116'I'H S T.
REDMOND. WA 98052
Gc: Inland Pacific Engiaeer3ng
FUQRTH REPi]RT
P L A T C E Ft T I F IC A T E
Effecta,ve Date: Octvber 2, 1996 at S:OQ a.m.
Gertificate for filing Plat of :
RIVERWALK FO[]RTH AI7DITIQN
In the matter of the subdivision to be subrrtitted to 5gakane County for
approva1, thss company has examined the recards of Spokane County Auditor' s
and Clerk's affices, and the records of the Clerk af the United States
District Gourt holding terrrts in said caunty. This certificate is made far
the purpose herein specified, and is not to be used as a basis for closing
any transaction. Liability is limited to the amaunt, if any, paid for this
certificate. Frvm such eacamination, the campany hereby certifies the title
to the fnilowing descriIaed land, in sai.d Sp4kane Caunty, tfl-wit :
See "°LEGAL DESCRIPTIQN: "
Page 1 csf 4
Order No, CD198612
LEGAL DESCRIPTTON
That peartian of the South half of the Southwest quarter and Gavernment Lats
5 and 6 of Section 8, Tawmship 25 North, Range 45 East, W.M., more
particularly descri,bed as follaws:
EEGINNING at the most Northeaster-ly - corrier of Lot 1, Block 4 of RIVERWALK
SECOND Ai3I3ITION as per plat thereof recorded in Book 23 of Plats, Pages 94
and 95; thence Narth 89048' 0[}" East, a distance of 144.50 feet; thence NortY~
0 0 0 12' 0 0 " West, a distance of 110. 0 6 feet (Rec.110 feet) ;thence Narth
0400215511 EaSti (ReC. N[]rth 04130215211 EaSt)► a da,stamce af 35 . 10 feet;
thence North 00012' 00'° West, adistance of 1€19.94 feet fRec. 110.00 feet3 ;
thence. North 8904810011 East, a distance ot 30.01 teet; thence North
01031' 31'1 Westp a distance Qf 348.09 feet; thence North 33°38' 27" West, a
distance of 21. 65 feet: thence Nvrth 56021133" East, a dzstance of 70 . 00
teet; thence North 33038'27" West, a distance of 145.00 feet; thence South
56021' 33" West, a distarace of 37.48 feet; thence North 33038' 2'7'1 West, a
distance of 265.20 feet to the Southerly line af Parcel "°A", as described in
a Statuaxy WarranCy I]eed recarded under Auditor's Document Na. 9405120394;
thence South 63°13' 23" west, aZong the 5outhexly line ❑f said Parcel "Al'
(Rec. South 63049' West) a distance of 558.59 feet, thence South 02037'12"
East, a distance of 110.22 feet; thence South 05043'28" East, a distance of
110.00 feet; thencs North. 83015'47" East, a distance af 14.00 feet; thence
South 20027' 37" East, adistance of 36.03 feet; thence South 09004' 41" East,
a distance of 437.89 feet (Rec. South 09004156" East, 437.99 feet); thence
South 1600810211 West, a distance of 46.11 feet to the Northerly baundargr af
said RIVERWALK SECOND ADDITION; thence along said Northerly boundary the
followi.ng (4) cvurses; 1.} South 710511581" East, a distance of 75.52 feet;
2.} North 81017'S2" East, a distance af 141.92 feet; 3.} Narth 8904810411
EasC, a distance of 160.00 feet, 4.a North 89050'54" East, a distance of
75.76 feet to the True Point of Beginning;
Situate i.n the County of Spakane, 5tate of Washangton.
VESTED IN:
STANTaN--SPOKANE L. P., a Washington Lirnited Partnershi.p.
EXCEPTIC}NS :
1, 'I`axes and assessmentsP if any, nQ search having heen made thereaf, as
to Parcel Na. 55083.9060.
Parcel numbers are pravided frQm the latest Assessar's Maps available
to the cvmpany. Said parcel numbers are not a matter of the public
record therefar, the company makes no assurance as tra validity ar
accuracy relating thereto.
2. Liability ta future charges by Spakane County for Storn Water service.
3. Liabil.ity to future assessments lay Cansolidated Irrigatifln District No.
19.
Page 2 of 4
Order No. CD158512
4. Declaratian ❑f Covenants and Restrictions imposed by instrument
recorded an May 20, 1994, under Recording No. 9405200420 and amendment
recorded Ju1y 24, 1996 under Recordirig No. 4018240.
5. DECLARATION dF COVENANT AN'D EASEMENT ANI) THE TERMS ANI7 CC3NI}ITIONS
THEREOF :
BETWEEN: Stantion Develapment Company, a Washingtan
Genera]. Partinership, on its own behalt and
as nomi.nee for Stanton-Spokane L.P., a
Washington Limited Fartnership
AND: Wel Cv Group, Inc., a Washington
Corpqratian, their heirs, successors and
assigns
PVRFC]SE; Ingress and egress and utilities
AREA AFFECTED: Portian Qf Govt. Lots 5and 6 in Sec. 8,
Twtg. 25 1V. ,R. 45 EWM
RECORDEI7 : May 15 , 1995
REC4JRDING ND.: 9505150112
Tha.s I7eclaration of Covenant &Easement ("Easement") shalI terminate
automatically, with respect ta an.y partion of the easement area
dedicated to the public, at the time af such dedicatican.
W.
6. VOLi1NTARY MITTGATIQN AGREIIMEIS'T AND THE TERMS AND CONDITIONS THEREOF :
FZECC]RL]ED: dTuJ.y 24. 1995
RECORDING N{J. : 9507240089
FDR MITrGA3`ING SCHQOL IMPAC'I', INCLUDING, BUT NC?T LIMYTED Tfl LTABILITY
FQR SAID MITIGATIQN IN THE AMOCTNT C?F EACH NEW STNGLE FAMILY RESII3ENTIAL
CTN3 T .
7. Declaration af Covenants, Conditions and Restrictions far River Walk
imposed by instrumenti recorded on JuTy 25. 1995, under Recarda.ng No.
9507250312 and 5upglemental Declarations recarded April 2, 1956 and
September 5, 1996 under Recording Nos. 9604020267 and 4032223,
respectively, including, but not limiCed ta, liabil,ity far assessrnen.ts
levied hy the cammunity associatiQn, and rzghts or benefits which may be
disclosed affecting Iand autside the baundary r_'iescribed in Schedule A.
Page 3 of 4
arder No. Cn198512
DEEL1 OF TRUST, SECURITY AGREEMENT Ai+1D FIXZ`[TRE FILIPYi; WITH ASSIGNMENT OF
LEASES ANT3 FtENTS AND THE TERMS AND CONDTTIONS THEREOF :
GRAN'I'(7R : Stanton- 5pokane L. F., a Washingtvra, Limited
Partnership
TRCTSTEE : Rainier Credit Company
BENEFICTARY: Seattle-First National Bank, a National
Banking Association
oR z GrNAL AmQVNr : $z, a 47, o0a. o a
D,ATED: Septetttber 29, 1995
RECORDED: March 29, 1996
RECORDING NO.: 96[]3294131
AREA AFFECTS : Af feCts this and r ther prvperty
Investigation should be made to determine the present balance owed by
contacting the apprapraate lender/agencyfindividual.
SAILy DEEl7 OF TRriJST IS .A, RE-RECORD OF THE DEED OF TRC7ST RECC]RDED flN
C]CTOBER 10. 1935, LTNDER kECORDING NO. 9510I0{]081.
9. Potenta.al 1iabz,lity for assessments levied by Sgakane Cvunty Utility
Department for the Aquifex Protection Area. To verify, call 458-2538.
In order to make payment, account number is necessary.
END OF EIfCEPTION5
TRANSAMERI CA TITLE INSL7RANCE COMPAi1FY
B~ ~x_' ~
Fr~r serr~,ce o~'iis or~aer ca~ :
(509) 922-2222 (FAX) 92~-1519
Cannie Dodge, Titie C3fficer
Enclasures: Paragraphs 5 ° 9
Sketch
sc ,
Page 4 of 4
L1-*
70 OJ
r
€tecarded at the Requsst of
r'11]er Rrenrding Remrn So:
1l[LLIS CLAR[C MARTlN C PGl CR50N, P S.
A1fn: SaCven R. Rovig
5[]0 Galli+s,d f3uildifig
1221 Sccand Aaenue 4032223
Srait9e, W:slsington 98509 hp: 1 nf 9
031c5f194G 04-361
NILLiB [UAI[ COY 112.OP Spolut! iGo, u
•
~ SECOND 5UI'PLrhTI:NTARY DFCLAR.ATlON OF CUYF.NANTS,
CONDITIL]NS, RFSTItICTIUMS, AND EA5EMEiY7'3 FOi3 1tlVh'li 1YALK
T1 [fS 5UT'PLEML•'t1FA1iY DECF.ARIITIC3A2 is madc th°ss day aC
~EtvoHr~aat , 1946 by STAPJ7'iDN-SFOY,ANE L1IvtETEd PA1L1T+lER5H[P. 41
WnsEungtqn limited partnenhip C"Declarant'7. RE. F,xclsg Tax Exemp!
r
RECITALS ~~~~nwwx
R
A L?eclarnns is tlic JtvdQprr of ecrtain real rraper4y in Spnlnne Caunty,
• Wnslt iiigten, eammanly kno%m as "R1YGf W7IIL" ihat is bring develoned far single isutsiEy
residentia[ purpusrs. 5ueh rane prapcrty is suhjest lo a T,lrelaruhvn 9f Covrnants,
Conditians and T{eslrfeUons far Rivtr Wntk as ttcvnird on luly 25, 1995 under Spvkarse
Caunty husfitar's iJn. 9507250312 as molifiecl hy a Supplementhry Declsralian as
recareSed on April 12. 1946 tindGr Spakane Cuunly Audrtar's Na. 96042067, Valume
5844, poge 1912 ("17ec1aralian'J.
13 Stictian 9 1 of ihc [}cctnr.isian provides [fin[. I'raru tirsic 4a tinic, tlie
l7eclamnt si4ay icesilnienilly subjirt addilianni praperiy lo the provisimis af llie 4]eslnruSivn
by recvrdins a Siepplementary 17eclxratian deseribing the rroperty iv he suhjecied lo the
Decluratian I7"lnran[ now desues 1o suhjeel addilian.-t[ pmperiy 10 llse Deelaralion
SUPf'LEAIEN'I'.11tY DECLA[tATI(JN TOR R1VCR 1VALfC
. i f]eelarmt hereby dcclares tha l the groin rsy, leballp describerl oii the
SVPPLEMENTA RY E7f111gIT5 A:7tla B AS1aCI1Cd hQTC[p ("Cuurth AdJition aiid FsRh
,Rddiuan" Lais) will be held, sald, and cOnvCyCd subjecl to, nnd 6tireferiecl by, ali oF ihe
cavcnants, caridilions, resiriclians, enserneuta, ierms and rrpvisions af the peelarnufln,
• AI3 provisiQns of sueh Cfecti ralinn sha11 he bindmg upvn tsll part ies havinb ar acqusring
. any ribht, eisle, vr interesl in the f ounh Rddrtian nnd l'iRh Additian Lats ar any part
theseaf and shall inore ifl the Lenetit aCihe Dwners therenf and to the benefit esf +he
. R++vnwlk 1rx15rr1ip lkrl fxiye 1 of1
044011 r4as4-2 xrvuu ixX V3ave
~ . A ^ .
.
r - ' 4032223
~ pege: 3 af 5
p9FG5~19?6 ~J:~
Assnr%auan, and arc intenJesf Sa he and sh.ill in alI respecfs 6c regarded as covenanls 5TA7'C QF WAS[{fNGTflN ~ ~
running wslli the lancf. i ss. H0.llS RAAI[
C[7UNTY f]F KiNG
2, '[liis Supplrmentary Declar.aivn shail constisule an ameneJmcni of and
supplemens to ihe DecIarauQn in ail respects neressnry to suhjeet (3se ren{ property , On tljis d2y personaily nppearcd befors me +aPR~~iN NC.+58E , to mc knowsti
descrihed on the attaehed SuPPLEhtENTA€av Exiiieti5 A and B Su the Declaratiost, A3l i to he l€lz ,e,trs1sF..,r r af 1[vusley Develvpment Cvrparasioa, u Genersl Pnrtntr pf
reierersees in tl►c Declarstian to real psaMsy described on E1SFttnfts A ansl B to [lie 5iarno:i L7evelopment Campany, n gencrat pannership, the General Partncr oF
I)eclosssion sliall be deemad to inc9ude 41wt rcal properly descritied an iiic allached 5l'11NTC?N-SPOKANI3- L[M[1°L•U 1'AIt7lJEitS11[P, a 1Vnshingtnn linsited pnetnership
5UPpL[NtENrnRY ExFamia'S A and 0. I ihat execnted the farrgamg insfrumcnl, and ncknnwledged ssscli ins[numrat to be the free
and rniunlary act and deed of sireh liniiCed partnership, Car she uses and purposes thcrem
3. 7''he terms usesl in lhis Supplemrntary Declarnsion shall have the same cnentsanerl, ass+1 on aash smtcd that 1ie %+ns slu[y aulharazed to executr such inslrument.
me:sn issb a5 srt Corth in tlie L7cclnraiion, uuirss tlne rvntest rcquires aihenvisc.
4. Cxcept us speciGcally nmenderl or modilird hrrein, a Il asher teams and C1VF:N UNbER HiY 11AA11} AND Of F[ClAL SEhE. ihis _SA&_ day of
.199~.
provisis~ns ~~C ihe Declnsafion rcmain ifl Cull furre and ell'ccl. ~~Lllltto
y~~
[]Ff'i_ARANT Sg10H,F
• ~ ~ ~ ~
t , i Rr7'. ^
i ~ ~ e~i N N; ~ I~rm~cJ Naifie JfovWSGfsr ~ r••~iC4e
NpTARY PSI6LIC in ¢r~d'far iha Ssale af Washir~glan,
5T11t~fTC1N•SPQKAN~ LIiN[TE[] 1'A[C7TJERSHf P, ' ~-i' pi![3LfG :d ~ re31$ing aC
a WashingtQn limited partnership ' `Y~'•• 6-t5-CG ti ;
+ . H1y Cammisfwn Eapsres %
o
I3y 5[nntuii ❑eaelopment Campany, i Ftfi iI~i„
'
a G1'nshingtvn genernl partnership, '
lts general partner ~ STATE 6F WASI [iNCTflN ~
ss.
[3y 1 iousley Llevelnpment Corpor.stian, COSJN7'Y {]i' KfidG
a Wnshing[ure cvrpnralion,
lls General Par[ner On lhis day personally app+: rircd lxloM me ,4. rry&o,.,", In me 4.nnwn to
he tlieFL,~o:,:Fd Side4'~I 1]can 13widuig C'orpofiuan, a IVasliington rorporasian, a
GeneraI 1'lrtnrr of Slanlati Deveiapistcn! Campany, h genrrnl P:srmership, [he Cencr.d
f3y I'ari ncrvl Si'ANTQM-511 0KA NL"• Llh1i7GD I'nlt'FN 13- R51111, a Wasli iitigton limisrd
hliiisic' R,. ; t,,, [f 6 N 111V pnrtnership ihal eYeenscd the loregoing iEistrumeni, nnd acknuwledged such mslrumenl to
Tille. R t•, ~ hc [hc I'rCC tinsl volunlary aei rtrul cleetl uI SUCIi lirnilCd parincrs}iip, for liie iises nnJ
purpbses therrin niemivned, and an oath s[aSed thnt lie was duly autharixed to execute
sush 4nstrumcnt.
I3y DeAn f3uiidLng Curporalion,
a 1Vashington corTwralinn, G3VEN UN[7ER MY iIANC) AND pCF1CiAL 5Ct1L lhis 3ea day aC
Its Grnersi ['ariner C,~rrMAf~~~u. , E99y,
+t~~,( r'fl L.
~J ~ S vf ~
Qy ~icf-L 6( • ~~C. ` ,ja~S;,fjy ~ ~ ~[~'l- ♦ ^Tt~ .
Ndltle
= N. = NdTAIiY PLff4LIC in and tor ihe Stsir of Wmhingtan,
Tille•
; My Caiiinsission L'xpirex G • +r-L"ee
. rr'r i}~_, y! s~: • ; :
r~~?11S:.S~~ti~`
. ' 4032723
Piqs: 8 01 §
_ kneruulk 2mlSrrpp De C%05119% 09:A lxege 1 af1 KiirrSivlk 7en15unp ihn.l pug[ jof J
944017
lCiV1T 14964-1 XYIYIII6O ~pk~p'~0, u 116~6A-; XYyqll.(~VC 'i/Sdy6
Niill& CU~f~IL
a
~ • 4032223
Piy: 5 oi 5
09IC611m s91M
~ NSLLlS C11~K L4Y _itt.W Spelmr Ce, pl
{
LTCAL Dr5Ci;IPTIflN LL'CAL PJ1?SCIlIPTfOPf
roIt raR
f,RCEL Aa Ri VEIz WALrc FIr-riI A nurrrorr
1tIVER W,1I,IC FOUIITII Af7DITION Tha[ pcian oE CdvexmenC F.ate 5 and 6, a[ SeeC [on g, Tosanship 25 Nazt}
Range 405r Eat, w,H., morcrl garCicularly described as Pollqw~-
SEGIFR+1Tt7G at Che mocC NprChcaskerly cather aE F.vC C. 67.ock 2 Qf RIvERWhI
'That par[3.enn QE Che South half ❑f Che Sau[hvest quartsz artd GnveXnment Lvts TY.IR.n ADDITION ns pcr gLak [hereaf recorded in VoLume 23 0¢ Plats, Yage 9E
5 and 6 0f SL~ccion B, Township 25 HorrC}y, Unge 45 East, W.M_, mc,re ChenGC aZong Lhe Prortherly houMdsrry of said RiVERWRi.K TF1IRD fipD£TioN cF
parCicularly dcsesibed as Pall.aws: ~ followLr,g t;ireP {3} cournQU• 11) South 80•55'19• uesL, a distance of inu e
BEGTITI7LIVC at the most NcsrthegsCGrZy Carncr ap p,o[ 1. B1ack 9 of RTVEItNAL}; ~ f°eC' S31 Soutli 05'03'01" west, a disLance pE 35.09 keet, f1 5out
80°55'19' wcat, a diskance a£ p!p nd gEet: thencc Horth 09104•4i^ West,
SEC01vp 7tDaITIpN as per plat ChereoE reear$ed in 80ok 23 oC Plats. Pagec 94 distance of 100,69 Cc*t ta the heginning o[ a rtqn-tangPnt cus,re concave t
and 95; thencc Nerl'h 84`40'00" East. a dsstance vf 144.50 fccC, Chr»ce i7arth l:ha SauCb lsav1ncj aradiuy aP 267.50 Eeec (C,ratn uhich a racllal ltit:c heaa
00112'00" uer.t, adir.tance oi 114.QG fcee {Rec_ 110 gaet); thclice HorC1e Sauth 20457'50' East1 y thpC1cN Easterly alar.g satcf "curnln E}uough a ceriLr:s
04"02'55" EasC, qRee. Harrth 64•02•52• East), a diatancr of 35.1o fceC; angle vE 07•34•40• 5n arc distance ❑f 35 38 fecc, thence North 09-04•51
khence Nvrt1r op°12'Ofl• He9t. a distasEep nP 1a9.59 teet [Rec. llfl.da £eet}: Wesc, a elistance of lon 71 feeG: thence Sars[h 78°23'39' HesL, a digtance e
Chance N'vrth 83°49"00' EasL-, a disCance aE 10 01 feet; thenCe ?ioreh 82.49 ¢ect, thence Sau[ts 65°09•55 "Weee, a distance af 252.49 feet, thenc
61•32'91,1 Nest, a dl.stance aE 348.09 Feet; thence North 33•3912?^ ueyt, a, Natth x2'19'll^ West, a distanee of 66.34 feet; tfience SaQeh.77•4Q•4 9^ Hest
dzstanca aE 21.65 feeC; thence tlarth 56°21'33• Ezst, a dl.stanse vf 70.00 a distanre o[ 10.04 feeC; thence Tlnrth 12•13'11• WesC, a distanee aF ].45.c
Peet; thetsce North 33•38'27" Hese, a distanse of 145,00 feet; Chence South Ceet: thence Narth 77°40•49• Eyat, a distance 40,57 feee, thence Nrrt
56121'33' Hest, a distance oE ]7 40 Eeqi; cPienee Nc3t'C}a 33'38•27" 3test, a ~ 12'19'111 IdesC, a dlnCazice of 117.84 ¢eet• Chence tint[h 84118'44" East,
distaace oE 265 20 Peet ta thc SauCharly line of Parcel "A•, as desexibed fn disCance of 72.15 feet; thessce Norch 12119'11" xrest. a cli.skutce ❑f 110.5
a Statuary H$rranty Desd recorded under Audicvr's pqcument Ho. 94051a0394; teek ta the southerly I.fne of Parce3 •A•, as decczihed in a 5tatvtot
thence Svuth 53113'21' fd'esC, elong Che Sauthcrly 1i[ye of cai$ PaXcel "A• '.larranty Beed recorded under At3dlCrar°s Documenk l70. 94d5124394; thence alon
(Rec. Sauth 63°49' Weet) a tlzaEanca aP 558 69 fez[, thence South 02°77"12^ ~ Che Sau[het]Ly 13.nrx aE said Parcpl •71• ZJQYth eG°47 ,37- EaWt, {Etecord SouC
EacC, a di.^.Cance n€ 110.22 Ecet; thencn Soufils 06°43'21)" Earst, a dfatanec ❑f I 91916' W+eot] a di.-qeartce af 517.09 €eet; thencc South 42'37'12" BaaC,
1710 UO Eeet; thence Horth 87°16'47' Bast, a aiceancc oE 10.00 Eeet; ehcnce ~ di5tanca ❑f 110.22 fcet; thence Sauth 06•43'26° west, a dastance aE 110.~
SouC}i 20°27' 37• L'taZl. a r3iaCance oP 26.03 feet; rlienee Seut2t 09•04' 41" East, fceL: Seuth 06°43'211• $ast, a dX9t8nCe aE 219. 0U Eeet: [hence NorCt
a distance of 437.89 fcet {Rec. 56ukh 09104•56• East, +137,99 fepty: thenc* R39L6'47" East, a d1&canec of 10,90 feeC; Chence :;puth 20`27'17" EacC,
5euth 10•09'02• ueaC, a diatance of q6,11 gCeC eo Lha l7artharly 6aundary of ~ distance a£ 35,43 Eeet, Chence South 09194'41• c.ast, a distanae of 320.0
said RIVERHhLK SFCO[iD ADD1.TIpY; thersce aLang satcl Narcherly baundarjr the Pcet (Rec. Soueh 09°0E'56 Fast] ta Lhe True PwAnt oZ dcginnirsg,
follauirsg i41 courues, 1.) Sauth 71•51'59" East, a dsseancs aE 75 52 ¢eeC; Si,tuaCe in the Caunty oC 5pokane, State ❑t Washington.
2.) ttarth E1°17'52" £a9C, a distance 141.92 geet; 3.) N4rCh 99°481o4`
East, a dfstance of 10.00 Eeek; a,) NorCh 89°50•54" Eas[, a dintanre ❑f paRcEG B:
' 75.76 feet tp t?fe Ts`ua Paint oE Begirtning; That oarrion v$ the Sou[h half nt Che SvvehWESt wareer and Covernment Let
5 anal 6 et S-tctSon a. Taxnship 25 Nvr[h, earsga 45 gast. W.M., tnva
Satuace in the Covrity of Spokane, Seate of 5aagtiingtqn. partiru3arly descrxhed a9 fallowsc
i
' LiEC32.T1TNG at the SauthwesCrsly eorner oE Lot 81ve1: 1 af RIVERWAT.I: TfiIF
' ADnITION as per p].at thereaP recorded in Va2Lmr 23 of Platc, Page 36; thenc
, NorEh 29"59'43" west, a distanre ef 153.03 feet, chence Norrh 60°va'1-,
I 4DS2223 ~ Easr, a distance vf 25 24 feetp thence Nerth 29*59'43^ uest, a disCance c
Fagr: 3vi5 ~ liv.oa feet; thence North 50°aa'17• Ea9t, a dbsEance vf 294,98 feet; thenr
~rG~1195~ Plarth 04`flS'2aw Easc, s dzseance of 35 05 feet, thenec south 65°09'55• west
HILEi*~f~,1Po( CO'f 112,D0 SyoluuCa, A i a d±star,cc of 420.59 feet; thence sauth 4.9156'27^ Eact, a diseance af 71.J
- feeC (ReC. 5ouC'h 49°55'47" Ea9t, 71.10 feetl; therace Savth 29°59•58" EBSt
;k distance crf L10.00 feet; thence South 74°43'35" 'Hest, a distanca of 45.:
fceC: {Ree. Sauch 74443'43• saet, 48.26 fver); thence South 24°59'59" East
,u a di9taace af 118.04 feet (Rec. 118.00 feat) co the NorCn linc ❑f Traat •F
af RTVER'H11L3C FTRST ALbZTEON aa er laG Clhererat rreeordes3 S.n Voluma 23 c
Rivrrvwulk?rulSupp M-rP SupplrmrnParyErlaGrlA PlatB, Pttgeg 37 khrough 40; trse CC Nortt7 60•00•02" $BeC. 2i1[rrSg Said Nort
_ 944017 ~ M4.2 Xrpul+L*" SO4W line a distance ef 86.48 feet to the mmmat Northeasterly coxner oE said Tsac
"13"; thenCe c6nCinuing Narth SO-oa'na" East, a disCence a€ 33.94 feetr t
thd Point of 9ovinnirsa:
~ F~~,c!s Ols RS r,ne•!E4
ntuoESrOIR.Ari3NAL'Wl TtltE
Recmtdecl ot the RcqueSt oC', ` p~'g~y
~lfter Rccar~43ng Reluai la• 3~
?
hl:. ':~l~I1UR ~lRlE
IllLLl3 CLARK h[AR11N 8e PCl"E"R54N, r s. 5r.ti[.r.HC COVttiY 1YASH.
Atin• 5teven R Tiuvig aEruYr
SUO Gnllanti ilui9ding
1321 5erand Avenue
5eaute, Witslsinglon 48101
9G~+l0 2 0 2f;7
1370! ,
ro
sui•i*UmrNTnieY ucCLAUrTzaN oF coVrNnN1-s, conifrrI vrqs,
~ ptCS7'TtiC'f1UN5, rlhiJ EASENICNTS Fm1t itIVER 1Y,ILiS
TFl[S S1JE'P1..CMCNCnIIY DCCLaStA"faQN is mudc tliis 284` diy oC
MItpc-Fi . I996 by STAN't'6N=SPOKe11413 l.1W11'PCr7 PARTiVki[Zfii Ill' a
' Washingtvsr lijniicd partnership ("Declnranl"). rL' L~20 T- Cxemp3
c)jr04UFLZ0 a . le`.~
ra `a EF~ sr~ imr rati~urnr
'4, ier•.CITnt,s c 11
r3~
A. pecfaranl ss the develQper vfccrsain re-il prv;,erty in Spvkzine Cnunfy,
1Vashin6tnn, enmmon3yknown as "Rivcr 1Ya1k" thas is being develuped far singlc family
• res'sdential psirpases Such rcat praperty is subject m a Drcl.iration pCCavenlnES,
~ ConJition5 and Rcsuietions £or River 1Valk :ss rscardcd an luly 25, 1995 under Spokanc
Caimty AuJtiior's No. 4507250312 ("bcclarriuaii')
.1
i l} Scclian 91 o l tlSC 4)c% laraliar! pPnv Il365 RIi.iS, Irwti linae la ti inc, tlie
[7eciarlnl 111.1y utrilaicrally su6peel additirniul property Ia lhc presvistnns Df thc Dcelm,ue«ii
6y rccurdmg n Supplrnirniary 97rcLsralinn Jrscri6ntb Uic propcriy 1n lx suhjctlccl ia thr
a Drelar:stiun Reetarun[ nnev dcsires ia su6jres additivnnl propchy to the Occlar:ition
~
SUP1'LI.AII:IV"fdIIZY 17G:CL.iRA'1'fON Fi]1t 1t1V1's1t WAi,[C
l. [7ecllrant herehy Jcelares lha[ the pruperty, tegally clcscribesl arr the
5urrLchtENTnnr EXruniTS A and II altached hereta ["5econJ AJsliuon and Tlsirci
Addsiian" f.vts, sometimcs knoini as "i'hass2 and Flsase 3" Lois) will bc he1J, sold, and
. con~, ryecl suhject ta, and burdened h}•, a H of the eQVCnants, cnndiunns, resirEc tiu~i
rasemenls, lerms and prnvistons of Ihe 17eclamtinn ~III pravisions of sueh 4eclaration
shlil be hrnding eipon nli pames having ar aequiring any rigliE, title, or interesi Ln tlie
Srcond Addition and Tiiird Addition Ln[s nr any part ihereol anJ sliall iniire 4Q the
heneCit nCthc Okvntrs thereof nnd lcs the heneli[ af the AssociatiaEi, ind arc i niended fn bc
' anti slfall sn a II rt!spcels tse rcgarded ns covenanis eunnsng wi di the land
~ Plrrer !F'telk %r+pp Lhtfrir<rlr+sn Anrgr 1 i+l!
a r~ 017767 14964-2 LkVlll I I%k !Il7N5
~
rAGE 1 J ~ p
2. This Supplementarp Dcctarliion shail cQnstiiiiie an smendmeiit nFniieS Y~il PnGr
ssipplement tn lhe [7cclaratian in ap rcspec4s ncerssary ta suhiect tlic rcal prapcrty ' STATLi oT" 1VASI1INGTON ~
5s
describcd on i4ze nuachcd SuPrtiEnir.NTARY E;(Illi]ITS A R11(I E3 lE1C DCCIRf:111011 All
relercnces in the dcclarauon to teai prpperty dcsc:rihrd an GX11101r5 YI itnd D lu ilie COUN1`Y oP KfNG
t]Cclantsvn shall bpz dcemed to ine4ucle that real property descritxJ on ike 11lcic11rd
Siii,mrhirNrnik v [iXinm'rs R nnd 0 C]n 1111 s day perscinally appesred brfurc me~iv.~~r~~l',-ol . In mc kiinwn
tu i+c lhc _{ro5tdtn-t~ s'r I inuvley Uevelopmciit Cnrpciralnsn, n(icitrriil P.irinrr oI
7, flsc lcnns uscd iri llsis :Stipplcnxnlary [)cLI.iraiuii slr.ill iiavc lhe snmc Si:snlun 13cvelnpn+estit Comp-ir+y, n gencr:51 rnrlni"hir, llje twnrral f'nrtner ul
meaning as set lcrrlh in tltc peclaral'svn, LfIfICSS SIIC C9fIlCYI PL'qIIICCS USI1eftY1$C- STIIN CQN-SPOK7~~E LIM ITEC) IIAIZI NCRSI IIP, a 1Vashinginn limiied parincrsliip
thnt exee+iied the lprcgoing inslrunienl, and acknwwlcdged sitcls instsvment tv he the Inc
4 i;qcspt as Rpecilically :usicnded vr n:nclrfiecl kcn'iis, :till uihcr Srrmsami nnd valurslary1el nnd deed of sucfi IitnHed plrtnership, for She ir3eS and purpaces thereui
provisivns a! (Ifc L7eclarat"san rrrriain'sn fiiil forrc azid rClect, mcntiviicd, and 4n n.tith 5latcd 111a[ 9sc was duly :lufltpriu[1 to eYCCUie Such in5trtisnrni
f]ECS..1RANk. G1 VEN TINDGR MY 1 EAN[7 AND Qi P1C1AL Sf:AI. dius aR day ul
1'n" ~.u.~ , 199 (p.
5 CAN"[ ON-5E'OKANf: L1ti111 CiL71'Ait7-N CRSE llP, t•t`~ ~t`~~AA,`P.
a 1,Vashington IsmiLed partsierslrjp ~ ' N " „ _
4 P It7 E.~ . ~ ~.1
ti D.`.~`~Cj~Aflh N': ' k'fiMerl NaR~e ~yyn~ •~~~¢"I~
By 5tanton Developntient Company, ~ Nd'TARY PUi3LSC inand lar ihs Sime 4f LV:uhmgtvn,
0 41;ashingian genersl partnenltip, ~ r a~ • rcsid~ng ai
Iis general panner PUS ~J My Catnmtssion Expires 1•3 -OO
° f ~"YT : • . .1 ,
[3y i-lousley'f]evelnpmLnt Carpor.thon, I ~rl~ .;I.e
u IVaahington corgvralion. 'r"~su~►'
Iss Gtner:J Partnrr STAT£ Cll~ WriSl[ING7'C3N ~
CpUNTY Qf K[NG ~
C3y
:un On Ahns d.iy pessvnally apprared hefore nze _f.k.y-,dL.- tNee..s ~ to me l.riuevtt ta
~
u._ I f lw Il,c
[~T" ul I]ran lluils4ing C~~rpur~is'scsri, a Woftiifinytnn cnrruir:~S4un,
, ,
TitEe• •
['ienera! 1'nrtncr ol $tunton Qevelopmen[ Campany, a gencral partnership, thc Gencr.il
T'artncruf STt11Vl'OM11-SPOKANC LRi'v11TCf] PAtkTNGRSilIP, uWashinglnn Imutrd
l3y Dean l3tuldting Cnrporatum, parlnersiup [hai cxeeuted thc loregoing inslstunent, an~3 acknnwlcdged sifcli insirunirni tta
a Wnshisiglnn corrc+rauan, be the fres and vviuttlary acS and dcesl vf such IimHed partnership, lor ihc uti« ond
Its Genrral 1'arincr puspvies therein mentiuncsl, and on v11h staicJ ihat !ie was diily iulhoriard lo cxecule
suG11 isis3rument
By G3VCN UNDER MY 1[AND ANi7 Df'fiCfAL SCAL this 74° day nf
F.~ , i'791r .
Nstne 24wAa~p D£A ri ~ r
TiCle: p2.~..5 ~ e7&•w-~ . ti``t~`a~ eizCCqq'lr
: -.q''r'. yS~ON E}~•.¢ + ~ C. ~ l.lf~'~-'
~ v: ~ ¢~hAY 'p~•, ~ .._s_~
IYtincrd Nume
N(]TARY PU LiC in anJ tQr:he Staic af Woslicngian.
residmg ol ep~L
~YS.1. PUBL hSyCammisalanL:xpirea 1•3-Qf~
~i
h~rlll
River I1'rr1+k.SUpP Us'elefrapren 1^!kr 1 "1 J kox•r Hi+~~ 5u~qi iiixlvr4urrrrr fpngt 7
' 1217117 14W.1 7 L!"V01I t7UC 71t7N6 e_+77A7 la4~d-Z LxVVIf [x71: 3R2ft
rQi 18 zi 11 PAGE igi ii
5S.l.CCrSMr22TnRY Cx[i1f3ITA
i.r•.r.AL ur.scizorriaN LrcnI, nEscRirrrorv
raR FoR
RIvERiv.►LK srcoND nu1a1'1 enN lri VcIzNvnLK TiiI R E) nnvi7•ION
That portion or the BaUth lSal7C at the Southwank puat-Cer arsd ~
rSovaYiuaent E.ets 5 8Ci$ 8, cL SecC1Dn B, 'C.23 N.. R.45 Z., W.}[„ . That pax'tian aC the 5cuth Salt oL the SauChver,t 4uarte[ and
County ot Spcka;se, 5tata ot Rashlhgton, mete parCicularly covaXtrmant LaCS S arid 5, o! sectian 6. T,2S H., R.45 E., fi.H.,
de~cr~ed ae tcilavs: Cvus~ty of SpcScans, 5tata af f~aehinqCoa, more pa~°Cieularly
daprxiAed as fO116V5:
, 8egirLni'ng at the mcst nartharly Eorner ❑L Tract "H" o! ~W~ FI1~ST '
~a.IVERF~AI.K FISL,T 7lDDITI03r nceordxnq ta the plat reeorded Beqi~+fnq at the mast nartLerly cosner oL '~ract "H" oC
~ xsfidez Srok 21 at Plats, Par~a.s 37 ~aught 40; thanCe ry~1 I~DITI~N aecordirg !v the glae rscv~ded
~ 5.29'59158"t. alonq the EaECaTly bossssd&ty DC aald it2►7ERWAI.K ~ undes SCak 23 of Plats, Faqazi 37 thavght 40, thanee
FIRSIT A.bDITI61t a dl8tance Ot 159.08; thenca N.60•00162"E. a H.60100162"E. a dintanGe aC ]].99 feet to the 'i'AUE PvINT 4F
distanCe oL" 259.96 LeaC Yhg[ses 5,19•S9°58"E. a distanca,of B~INNI3~G% thRnce R.29`59'43"W. a diatanca or 153.03 feet;
27.01 Pset (Re.e, 27.[]0 leet); thence N.68'[}10058"E. a thessce H.601001171E. a distatsce cf 25.24 feet; theace
diatahCe at 61.83 taat; thntiCS H.75°40'58"E. a dlstarce 14.29'59'43MF1. a$iatance at 110.00 fBet; tkeence
63.00 leet iee. 57.3~ laeti ; tbenc4 N.H9•dB'va"$; a N.68100117"E. a dletanca oC 194.98 fest; ttxehCe
diatar~ed af]p,zi.i3 lsat; thence H.00'12'00'"W. a distance vf H.04•05P24"E. a diskanc• ot 35.01 feet; thenee 2I.09•04141"N_
17,9.41 teee 4Rac. 119.34 leety; thcnee if.02•41103pE. a e distarsce vt 49,14 inet; tbLenee H.80055119"E. a di¢tanca Qt
distane■ o! 60.08 fnEt; therLcs H.00•12'00"w. a distanc■ e! 1I0.00 XeeC; thence H.85103101"E. a distanee of 35.10 feat;
114.94 leeC [Rsc. 170.00 fest]: thsnce 5.84`50'54^41, a YbanCe N.80'SS'190E, a dis~ance of 100.00 te4t; ihance
diBtance oE 76.76 feet; t,29ence 5.84•48'04^W. R digtanCe of 5.09-04'31"E. a distanca af 137.82 Leet; thenee
160.00 Poat; thanc• S.01'17'52"tf. a dlatanen v! 1A1.92 Peat; 5•18•08'v21Ui. a distance ai 141.78 taat; khinea
tberxCa Z[.71•51159"W. a distanea oC 75.52 fpaE; thersca S.40130115"N. a dintanca at 170.65 feata thQnca
5.18'08'02"34. n diatanee of 45.67 faat; fhence 3.40130115^4l. 3•60100102"R. a distainco o[ 715.13 leet ta the Paint af
a diatance az 130,05 [eet; thenca 8.60•00107"w. a diatanco 8aglrsTilng;
of 249.17 laet ta kha Point of H$yirining; .
Cnrtta3.ninq 2.58 Acres, marg ar lesa
Corstainirig 4.41 AeXts, mora az lose
krv[r IYulk S-pp Dtc'laralpan Suppls+r+pnzory Eeluh+f of RrtYr lYnlk S«pfr Ih[7profion SvppleneaEuary E-rl+r8il Q
• +av~a~a+var-a u~nrr+wc ~~a aT7787P17d+-7 LF7T11•DOC 3I771K
:.,..~-r-~,~ ._7;~r•
~ n / r.. .
~ ~L9r' D Jr 7RRH5AME€iICA TITLE 1NSURAHCE COMPANY
f~I~
E+` f•l 0 This sketch i-s vravidei widwut charge, forr yrs,jr
iniormatwn. Ft es not lrrierEded to shnw ail rnasre+s ~
~ g ma 8 reiated to the prsrAWW lndudn9, brft eat limifed
to, area, dimensions, easwmerft erocrqschrrrents, er ~
~ Iocatian of baunderias 1t is not pen of, nnr daes
it modiry, the cammitment or p[sficy to whicH it is
~ attached. The Corrtpany assustses Na !.lABtl,ft'1'` for a .
nrartar refated ta this slcetcfT. Referenee sfsvuld
made ta an accvrate survgyforlurther infn an.
53
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SUB..~~~ PR~~EMi
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HarITGOhsERY PURDl1E TEL ; 625-9534 Sep 22,95 1 S-53 Pde , p 12 P.04 MpHTGI]MERY PURDidE iEL: 525-9534 Sep 22.95 11• 53 No 012 P.05
~ , 9Pi1'~Am$R~rnr¢LT~B ' ~AR~~1~~~~GJtiC.ITTi1.. •
IRG.~V cS,~ ,r:
~~GU ~9 ~ 1'i'~~~i~'hGE
~ A[~spted and a$reed ta by:
ii~+~ir~Er~ RECORoED RE~ruRN ro. ~rHi5 ~ Mv~ Q o~ Y41.
REC0RpEFT1S:i3SE=wLT STATJ°FON-SPOIGAt+lE L.P.,
Camifle Teylor R&istvrr95092'702$2 V,,y~rre~irWAs& e Washingtvn fimiRed partnership
Mantgomery, Purdue, OUeirr
Blankinship & Ausiln By $lanion Oevefopmeni Company,
5800 Cofumbia Center r~ 9eneral parlner
301 Fi€lh Avenua vOl• 1r~~6PdGF j By C7ean 8uifdinp CospnraRinn,
5eatt4e. WA 99104 _ general parlnnr
Qt11fi CLAIM1R f3EE9 6Y C' -„r.[
TYae GranRar, STAN7k3N DEVELC]P1++IENT COMPANY, a Washingfors P, Edward Qvan, Peasident ~
generaf partnership, conveys end quit r.lairrts !o STANTf)NSFDKANE LP., a
Washinqtqn lirniled parmrship, fhe ialfownng daseribed real esfate, siluatad In STATE QF WA5HINGTf}N }
tha Caunty af 5polce ne, 5tafe vt Weshington, inQnther rrnlh all efter aequired Riita y ae,
af the grantcK lherein: CC3llNTY OF KING )
$ea Exhbit A aftachad hvreta. f certiiy lhat 1 knssw or t►ave eatialaciary evidenw lhat P. Edward gean fa
lhe persarr whv eppeared before me, and sald persen ar.kr►rnrlsdged that hs
5tanton Development Company and 5tanton-SPakana L.P. (slsa rafarrBd slgned lhie Instrumenl, a"+ vaW siaisd 1hat Fe vHas suthorized !o execulg Ehe
to as 5tantan 5pokana Limited Partnasship), herehy eckncsModge and sgrea inslrumant and acknvwiedqed It as lftia Prnsldent v{ Dvan 8ui;dirtq Ccuuporaifon,
tha4 1he real prnperty dascribed in•thfs QviY Claim Da0s1 consiitutss ths '180 Qartaral par#ner of Sianfvn Develapmgn! Cempany, io be the ires and vv4untary
bullding lvks,' to be designated [n accarrfance wlih tha ferms of Rhs 5taiutory sc# of aur.h party Ccx the uses and parpv3ea 5ta4ed 4hereln.
►Narranly Deed recordei urder 5pakans Counly IWdilers Numbar94lJ5120394 a~..n=+~~•,,.,.
("Etierl6iet~iund l7eed'), And ta whfr~ Slanfon Devbio~rmerat Company 100& litle ~ated: S Ia~/ss
undar tha Elier!!r°fedlund Dced as nominee for S4anRfln-5paknne L.P. C1816d: September ax , 1€195.
Nome. "uauC' ~`ry :
STANTON DEVELOPHIEH7 C81viPANY,
~ a Washfrgfon general partnership N07f~RY PtlBL4C, StalB of Wash r►~~,.,~,,,,,~•'''r,i.:
95~q{~~,,,,,~04 , A3y ap~cintment axpirss ~ .
~e~~~
Exeisr~ Tax Paid on gy peary Building Carp~ora4icn, Sal~ Ams. Pd gos~eraR perSner i ,
g cin [;aurily 7Y~P'd ~ t
B 4L Bx
P. Edward Dean, Ptesident ~
~
Qurr CtAim Qerao Qn.ce 1 QUIT CLrura DEeo PAof 2
&eplemher 22, 1995 ~ Se pfamber 22, 1995
~ vaL. 1.776pna 728
~•ot L i' [iPAcE
wlaCrant T7eed reecrded under Auditar"s Documsnt Na. 9405120794;
~~~}Z'pJ1'1`(} , thes~ce elony 'Gha eout5sesly lina nt said Parcel "A" tihe talloving
thrsa {3) couraee:
QT3I7'CI.AII4t b]EED {l) 5.55121101"W. adistAnce of 763.75 feet (Reenrd 5.551521N„
- 762.20 feet)!
FI~L~A+r (2) 3.63013105"17. e diatanc9 a! 595,58 feet (Rac4rd 5.63•491W.,
• fiBs,Aa [Eet]e
ST'ANTONDE'VE' LC3PhEENTC[7R'[PANY (3) s.e0•40r57"14. (Racot'd 5.81•150W.) adistaLnce o[ 555.39 feet
i tn tha nartneamterly carner ot Farcel "U" af said Statutory
TO ~ WaTTSf9ty II8ede thEnce $•66024157"UI. elOltq the ee1etBr3y lirie o[
Baid Peecal "0", adSStifiRCtl ot 309.94 taet; thenca 9.29•31157"E.
$TM7'I`C]l~-wPOFCEAI~ L.P. ~ a dietance o! 125.46 leeL; thence s. Clg•]+5•d0"w. a diakancs saf
21.70 feet tio a paSnf herelnaitex relerrad tcs as P4IHT "71"7
tihencs eant3nuis~g 5.05076100"W. a distartee ot 23.31 feet; thence
pARL`8L 1! 3.38'441I1"E. 8 distai'ICFt of 126.17 l6et; tt1ettC9 S.56615141"W. $
distance a! 23.3G ~aefi; thcrssn 5.~99•]~'ll"N. a dl9tance n[ Z12.98
1~ portSnn of the 5avth 1fa1f af Ehe 5auttsvest puaster and CsS~vetnment ;eeC to the beginninq ai a non-tiangent ~curve eoncane to the east
L~sts 5 and fi, at Section B. T.25 t~-__R.45 E." N.H., Caunty ot Spa&atse, having aradius a[ 142.50 feet (trom srhdch a sadial line bears
State af Hashfng[art, a~ore gaxtieulariy described as fofAowa: U.89077111"E.)l thence eauthnrly alang gaid curve thraugh a
central angls 32'25'47" an nrC d~,a@ance nr 90.56 feet to the
~eqinning at the Southvest Co~ner aaid Section B; thence heqLnninq or a reverse curva eoncave te the e+est having a radSus
H.OV~35'~3^W, alqnq the weeC ],fne ~t eaid Seeti~on a distanee ❑f a£ ]4~.3Q EeeC; thence eouiherly alang aa~d curue thrauqh a
958.93 E$et; thsrtee H.89•24'57"E, a d~,stanea ar 3Q.0❑ feet ta the Central ans~lo cst 17•93105" en are dfsCanea at 75.07 feat; Chence
Southve~t v~i~ner o~ Parce~ "B", ae deae~ri~~d Statutary N.89•25155"Lp. a distanae o! 99.20 leet; thenee H,60076141"E. a
Warranty ueed rncarded under 7luditvr's bacument Hv. 9405120394; distance at 45.11 taet; thence N.65069040"E. a distance n!. 170.00
tMence I#.89029106*8. elanq the south line af said Pat'CAl "9" a tB9t; thenee 3.74030174"8• a distance o! 110.09 leet; thence
diatanca af 369.58 feet (Recard 770.Ofl test) to the Southeast 9.28•14149"E, a distance 4L 17.53 tseG ta a point losreina[ter
Carner of eald Paxcel "B"; thenca K.00•34105°'fi. along the east relerrsd tiv es PDINT "6"; thence continuinq 5.28•14149"E. a
line ot 9aid ParCel "S' a distarece a! T8.81 feati tv Ch4 iaeqinninq diatarlee af 17.53 ieet; thence S.24'50120°E• b d&atanea ot 110.00
ot a aon-tanqent ctisrve concave to tha northc+est havSnq +a sadiua leet; tAenca 5.65195140"W. a distance o! 120.00 fnet„ t?sence
o! 671.e0 feet (lram whicts n radial Yine hears H.09•54002"W.); 5.49•55147"E. a dfgtbnce nC 71.10 ieetr thanea 9.29•54158"E, a
thence arorkl"ieaaLerly alang sald cUS`va thrcfuqh a eentraS, arsgle af diatance a! 1A9.00 leet„ thancs S•74643'43"Z. a distance of 24,63
20•05155" an are d3atance et 233.73 lent; ihance H.60•00•02^E. +x feet to a pvint heXeirtalier retesCred ta a PQIHT "C"; thenca
dLstance a! 421,96 feet tn tha TRtfE FDIN'P 9F BEGIKHiNG; thgnes ' conClnuinq 5.74'41141"E, a dietancrs v! 74.63F thence
cantinuinq N.60•00'02°E, a distaflee es! 86.a8 Reet; thence 9.394591SB"E. a diatance oC 110.00 feet to the True Foint ❑t
5.29•59158"E. a dfatarsca ot 159,08 teet; thefiee N.60•00°02"E. a laQginniny;
distarace oC 269.96 leet; thence 5.29•59'58"E. a distance oL 27.00
leet; thence H.6e•00158"$. e diatarsca ss! 61.91 teet; Ehenca
H.750e0+58"9. a, dieeence ot 63.30 rseta ehenee u.e9•48000*E. a TOGETHERWrM I.nks, 1. 2, 3, 4.5. B. 7.8, 9and 10, Dlr,rk 1, Lats 1
distanca af 331.33 leat; thence H.400120'00"W. a dfietance of and 2. Hlock ^r. L.SrYa I, T, 3. aad d, Slaak 8, I vte 1. 4, 3. 4, a. B. 7, S. and 9,
Blur~ d, I.ote 1. 2. 3 aad 4, $lock 8~d Znta Y, 2, 4. S. 8, 7aad 8, Hla~ B of
119.34 f eet; thenca H, 91•4x' v3"8. a distance of 60.08 teet;
thence N. vt~ •1~' 00"[+. a diatance o! 12Q. aD xeet; thence R.ivexwallk~s4 Addi~aalas ~xded in Boak 23 af Plats. page8 37 Ra d(1. in Ehe
N.89•46100"E. a diatance o! 144 .50 teet; thenee H.00•1110a"W, a Spak~e ~nuat}w Au~ia~s qffiee. Ai1 aitua6e iu the Cou~t9' of 5pvknne,
distancs at liti.0f1 laet; thence 17.04•aZ'5?"E. a diaCance a! 17.55 ,w~~~~
feet to a point hareinatter ~re[erred ts a POTlCT thence
CohtinulneJ N,04*0$152"E, a distance o! 17.55 leet; thence
H.00012100"51. a diBtanCe et 116.40 leet; thence 9.89948'04"$. a
aistance or 324.72 fedt; thenca H.01131'46Fw. a distance oc
506.09 feet; thenca N.21019r17"W. a distance oi 51.61 teet;
thence H.55•21'18•S. a d3atanCa o! 144,63 feet; tlfence
N.49911154"$, a dletanea a! 37.44 feet; thence K.67•76133!°E. a
distanCe a£ 146.14 feet Ca the Ea"t line of aaid Covernment Lat
8; thence H.01'31146"W. eiong said east line a distance of 67.56
feet to the Center Quarter Carner of saic4 sectian af trisnce i
~ 14.01`12154"W. aYong eaid eaat line a dfstanca n[ 425.52 feet tet the southesly lina a! Parcel "A", an dascribad in a StaEutary
~ ~3 • • . ' - ~ - . . ~s, :l , , • " , Parcel. 2A1-1 (Grepe~acre a] ~ - i _ r.1,. y _ . ~ ~ , T ~ ~ - - ` . - - - •-w
. . _ ! Cantrdct No. 1L-9~-100wre9 • , .
. Nv. 4~ - ~ • • ' t , ~.G~1412~ %
r~
4 ' " • - UliTEO szArFS w
, - - asPkRr".rr aF Tn nrTE~oit ~ , -
~ • :V ' eMAo ~F REEXArsaxioN
Spofcans Yal3ryr Pmjwt, Yash3ngton HashingE4n, Legether vif,h the rlght a[ Sngreee snd agrnee !'herata,
a laJr1$!
C03~1~[C3 ~1F20 aItLNC OF "~l'YER PIF"ELI1~E ~ T~ e~t 14 feet aP the anuFh 830 teat af 6aver~aryt LsE 5, HRCEFT the sautks
NO
•e 30 leet tberaois wid ths vnst 10 feet aC the eautL 830 faeC vF GaverraeenL Lnt 6r
EXEF! the Cauth 30 SSeL t$errnf, al1 ln BeoEian 8f rownship ay PlarFhx Rarrge
65 8eati kTi.]16msCta 1Setldian.
r. 1 THI9 C4HTWT AYID pR6NP OP FJ49l71EN'P, nide lhir /'41 Aq LF e[lea' ataparsry eoeesent fer a per1od ef threie seam frm the date oF fhie
d r 3aebavneaE for wrkUxg apace duriag cooetnxaLifla of said pipelim oa the
? ef ?t.t.'J388)v 19a Sn pvrwanee ef tlse aet aE d~i IPd 19R2 rA11~ ckoorl4sd laad eStt~sted Sa 8potar~ CaunEq, Naehiagtpa:
(32 aM iaEe uaseaiaCat'r ihereaf or e i r1se ~eet ]p feet of the eaeE Zp f~t oi the eanGL 03[7 feat e! ep7a~st LsE
~ t~p~r~entary 3tren'W~ ~ ISLWSPP t1o eonfh 64 feat thsseafi ani thn eeaL 10 feet vf khe vaet 20 feet pC
betxam !1E IIHIY'FL 9tdiZS OP AlIF3tMA, heraln+aTter ety]as! !Fi■ 1h11Eed V the sao3h 830 reet oi Go.er~aat Lse 6, EICEP'P the eouth Fd} [eaC t.heraai". a71 la
BeaEiaa Bi 'tOMD0hSF3 25 H9Mi Bmge 45 Bast' idillaroette Mesldlan.
"~tib Qauort h~a avesaaaar~. ~r ~eai~ui ar iu~~~a~ if
' StaEae, raprnesntad R~ the efYlcer exeeuting !hY■ eonirset, ud 29
7
' j d€iH31 D. hI'LLER arid fuR[ V. YT&lFiR, hxie'baad and vife, era f.a be paid Sar ali demagee W Penaee, erope, f,riee, dninag• er
lrriqsEloa ayratrsaep sral 3rapsr»Onta +rilhin f.ha eaid righlEaP-val
i ~ . i .
' hareitvafter Culleatlfely referrad tra aa Dan*r= ~ ae ■ zsenlt Qf and durSrig conettucEiah eT the pSpallae. The rnoimt
YI7NFSS€TH, That the part,3ea here}.e go hantrr ctrtually evvaey- ~ ef demagea ia ta he detetninad hy an appraiaaE appsored }+Y the
rrit elsd agree ae FaLloree ~ 5ecrsCarq af the InterSar nr Aie duly anfharlaed rspceeenf.rtiea mada
3. Per +arsd Sn evna]derrticn of f.he hescatite ta be deraved by 'I on os rbout the clate the dmnt¢a oceure. ' -
i
f f the DonQr frem the cQnaCxvatSan br the S]niled St`taa af the $palana 3. Tiha eha+re descr36e9 real eetate iagbeing aeqnSred bi* the
AaL1er E"ra,~eaE, SiaahingLan, the Annar doee here b t grrnfr and CCa►~ ~ e. U. 3,GSd St At Bs far the 8 3~ e v o f R e e a s t i v n~ ~ e a r t a a e a t o f F h e
- un!a Yba unlted Statee, ite auaseeeere end aaeigu, a perpetoal righE- ~IInEerlar.
~ ~ - . J ' ' . , ~ F - i + " - .:I . •
o!-raW and easeceat tp aurrul, co¢sLruel, recoaaExkat, DperaEe, The grant oi eaemaenL FuereLn eetttaissad ls enbjeet Eo
4nspecE, na3ntain' rsid siseave a vaier pipeline at caaduSC ud spfrurts- preaentkq wed righCe-o[wray Far eaaale, ditcheer fltseQ, plpilineei
nineea Eherate, ar arpr part lhereof, thraugh, vrerm and sernas t,bs ' ra.laraede, highvyae raoda, telephcnes telsgraph eM parer Crumr
~ lollerfrzg 4eaerfbed lerd ellpole3 in the Coumty at Spakena, 9Cate ef ~ mieeiass 11nee ar pu67,ie at1Ulies s nM to svieh othar rlgtite-al-vn7i
4 reserraEisnel ar ]ntereala se the 1lnsted Stakae datsrminea asr ovL
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WH EN REcaRDED REI'uRN TO: n~fiaii ~~o~WATN&sA.sERrcA tIn.
Cami3le Toylar Ralsfon
f69ontgnmary, Furdve,
Blankinship & tlustin
58th F1OOr Cnlumhia Cen:cr
701 Fifth Avcnae
Seatlle,lVA 98104 1~ GOLME 821
DECI.AISA'i'Tt3N C1F COilEidNd'I'S A1VL] RESI'RfC'CIONS
"E'HiS D'ECLARATION Or CC1VENAhI7'S IV,ND RESTEIICTlCli4S (ihe
"SJeclaration°) is executed tius ~~lay e~i ilny , 1914, hy WEE.. C(] GRO1..1~', 3I+1C., n
Wnshrngtnn carparatic~n (°63ec1ar,int" , as nwaier of tlFe prn~rty legally e~escnhrd in
nn:~chca~ Fwhrhil A(°5elfer`s Prnperiy"~ fnr ihe hsnefit nf the prnpersy !e •nlly sSescnhrd ui
ast:eched Eachlhis 13 {"L3s~yer's ~'~ru~ierty" 'd'hss T7telarnti~sn ts execused ~y Derlarant (iir
valuahle ~nsislernlivn a nd as part ot A p~an of dewclap ment €or Duytr's Proptrty.
This T]ecl7rotion imposes ceetain cnvenanis and resirictsnns on the Seller's Properry.
I3y occeptanre of a canveyance, eontrnct of 4a3er ]ease, ren[al apreement, any form of
secunty agreemcnt et snstrumeni, or any prrviloge of use ar enjoyment respecting Me
prpperLy, any persvn aecepting sueh an inseresi in ihe Seller's Pevperty arcepts st subject to
ahe eavenants ond realncfians eontasned herein DeclaranS expreasiy ialends for fhia
C3eclarasion und tfse restricsions ii imposes tn r u n wiih the Seiler s Prnpe ety fnr the UeneFit a[
[hc Buyer's Artipeny.
' Frnm Ehii dale forw7rd until Tuly i, 1997, ihe 5e11ee's Prapersy sisall 6e used nnfy for
' 6hase purpases and shali 6e stevelrsgsed naly witlr Ahe prior wriltcrr approval and conscrts of
5tanenn f7evclopment Campany, u Wushmginn general parinership, mita srsle discretEQn
`[hese restriceions rnay bc rcmnved only 6y the weitien cansent of S[nntfln
Devekipmtnt CpmP:iny, a 1°yashin+tssn general partnership, 1'hese r1!stric6zms sh.fll
Serminn tc nuCo maticalYy un luly 1, 190.
~ T3ecfarani .isid any weeessnr in irsierest Cc) ull ou siriy pnrlion nf 5eller's Proprrly shall
upan tfie reyeicst raf StunEo n Developmeni Cstmpainy, gup rt (a~+ ny exprE+ss i c~ I~eeLi runt
or any successar} all neiicans mf 5tnmon I)rrelvpmen[ Lmpaay related to PE-1414-$1,
Rivennjy Villa, u pre1iinsnar}r V9nl in[h planned uriis develvprnent overlay xune. F]ectarnns
shalC execute aI@ dneuIrIents 11ecMjry tv wuse ihe final plnt (s) of Riverw:sy Villa to be
rectarc9ed in the real esta5e recanfs oC 5pokane County. In the event Deciarunt fails to
tineely exctvlc documeflts upmn 1he tequest oE 5lantcsn Development Compsny, Stnnlnn
C7eve3opmenE Gompany a aushoriaed tv execuie such docvments with respecs tv 5cller's
Property ns the a9torneq in Fact vf Declamnt and any successor in inseresi ta a11 or arry
portian ad5ellee a Prnperry.
Declarnal:
VYEI. CO GfIO[7P, ENC., ,
~ a lVaahingcQn carpa rativn
By
_ DernlEl (Gcne) Martin, Peesid '
~ ~ . .
' • - - - - - - _ , ~ ` ' ,
YUl ~6 0 1 PAGE 823 ~ YOI. IG01PdGE 824
ExriIniT n ; ICxIitntTn
E
5efter's Praparty f
~ B
u}'er'a Praf'~~7'
St~ tract of ]and sttun3e 5esiitsn 8- "P4wnshin 25 lalorih. Rar~g~ 45 E3st4Y.M, County of 'f'}ie t;VesY ha[f of ahe S9uthwtst qunrter ancl the V4~est tralf of the Souiheast
~ls~ir~e, Slate of Wnsh~n~torr, desrri~d as !'vllaws: quarler of the 5outhwest quaner and Gnvernment I..ots 5 snd 5 6f_5egtiVn S- }
A porlian nf the 5outljwtst quarter of the Sowhwesi [lunrter o[ said Sectipn 8, Tnwrsship„M-Nvs,th,Range 45 East, iV.M.,;
rrtare pariicularly descrihed us falPaws: EXiCEF`1' Caunty Ro.1ds on the 1Yest 30 fect and Soush 20 [ett; I
Commencing at the $nutPiwest corner of said Srstion $ whieli is mnrkcd 6y a pNp E}{CEpT ihe CoIlowing 4 Tracts:
5pokane County brnss cap at ttte inlerseetiUn n[ fvliastan anc! Snrker [4oads,
satd point being lfsc erue }oint of heginning of 1he Innd liereinnfter dGSeribecl; (p) ry'hAt portion aE Gavernmcni L.ats S ond 6 lymg Naeiherly of the following
Thenet Alang Ehe Wester#y line of saId Section 8Ncsrth deserihed line;
011*35'{13" Weat 8M.41 feet;
6EG3NN1idG at a Poinl on tfse West line of said Government Lat S, 450 feet
Thence departing sa id wasrerly lifle Narth $923'04" Fasi 40(1,30 5outh of the Wesi quacter cnrner aF ssid 5ectioru S; Ihence Easa at rig lit anglcs wiih
feee; thc West line pd snid $ection, 330 Feet; ihence Narth 81°16' Eass, 49I).5 feet; thenee
hlueih 63°49' E.ist, 685 8 Fect; thencc North 55°52' Eaat, 7612 €eet mnec Qr lass ro a
Thence 5auth 29°5G'26" East 295,45 fest; 1 "'int on tf=a Enst lihe of said Government Uat G, said pnint heing 425.3 ieet Ncuth eif
the eenter of s:sid 5retion 8;
'nente South OUW'04" Wtst 766 49 fee1 to a point can tha '7'hat~Qrtinn of thc 5outhwest uar3tr of 5eetion ~ Townshi Zi ~Iurth,
5nulherly iine of sqid 5ertion ~ P
f~ange d5 Easc, .M., deserabed as iollows:
`Mtntt Narlh $9°56'S!7' Wes1 49$.99 fetl ter Ihe trtie poini of
CC7i~r41vf-~lC3I~G nt the 5outhwes! roraer of said 5ectian 8, thenee Afvrth
6eginning, 00°q(f'49' East, alrng the AYest hne of saicl Seeti4n 8, a distance of 959.00 feet; thtnse
Ecccpting thetefrom the right-oE•way of Eiarker Rosd and alsa S9uIh $97°59'! 1° East, n distanee of 34.00 feet to the Truc Pnint of flegtnning of 4hLc
the nght-of-wny of Missirn Roud. deser:ption, saici pqinf being the East tine of 8aiter Rdad; thence conianuing Sauth
8'p59'11" East, p distancc of 370.04 fset; lhence Nrsrth W°00'4 9" Ens1, a distnnec nf
~ 650 (]0 Cect; L hencc North 89'59'1l"'JVest, ndista nce of 370,UU feeK to the Easi lrns of
, • Ciarker Road; eheace South O[P'GQ'44" Wnst, along the east linc of sais9 IIarker Raad,
a dismnce aF 430 00 fset to ihe Point of Beginning;
Situnte in Ihe Csiunly Uf Spnkrne, 5talc of Waslunginn.
(C) SEGTNhBiNG at a point nn !hc West line of 3aid ["iovernmeEie 9.ot 3, 1$04
feet Narth vf the 5csvthevest cornar of so icl Seetion thtnte Easl 30 feet Zo i he -rrue
Foin4 of I]c inning, theaca Gn:i 2U(} feet; sher~ce 5oulh patal3ct wiilro the West iine p£
saisf Lzsi S. ~W reet; thenec 1Vest 200 feet tn aporn9 30 fee! East of tfic West line of
saisl Lot 5; AHECICC NOfSh pAfaIItI WilI9 Safil WCS! II[]C FI11d 30 fCe[ EflSl IhCtCflFZIHF TEEt
• Cn i he Truc Point a[ f3eginning;
Situate in the County of Sprikane, 5tnte of Wash"sngton,
~ (D) Aporcion of ihe Saathwest OuoFler of SecriQn 8, Tawrrship 25 Noreh,
Range 4 5 Enss of the 4Villamel[e Mcridia n, 6JC3Cflbe d 85 FaIIcvwS'
i
~ CC]MA3ENCING at ihe West one-qoartrr carner Q[ Section `Tocvnahip 25
t~IorsYy Rangc 45 East, thenee 5outh IX}'3~'03" Eastt on the West line of the
!I
i
~
- E
YOl.1i27PGGE 792
, . . -10)
9505150112 Ytll. V27nGf 791 . - '
(D) a portican at the 5outhvast Quacter a[ 5ection 8, T.25 H.,
A, 4g E, , W.14. , deacritsed as iollavs:
bECLAX11TI01[ QT CC17ZXRT 11N[S k71Hzmz"
Cssmmencing at the West nna quarter Carner o! Seetion S.
T.25 H.. R.45 E. lf.li.; thence 5.00135103^E., on the wcst
gTI►"pH DgvZLopltEttT caxPaYiY, a xaehington Qinrral 1+artnatbhip, oa 3ts awb l„ine csC aeid Southxest QuaXtgr of said 5eetian e, a dAstanca
Aehalf aad na aomfne■ !ar BT7ltt'POK-SFOR]1xa L.P.. R'Rashl,nqtan Lfmita4 , p( 450.00 leeC; thenCe pgrpendicuYax Lo aald West 1&ne
PartRerehfpr and WEL G9 GRmVP, IHC., a Wash#nqton Carp6rtation, H,89124197"E. a dLatanc9 vf SO.ao Ieet to the East rlght af
their heirs, suceesaaea and assiqna, ++arrant and regresent triat way line at Barker Ra+sd arsd L.ha '1`RUE POIts'r OF SEGitnra,xc;
they ere erness af e certain parca], ot real e9tats Xocated in the Said gainC alsa asinq the Sauth lins e[ that certaln parcel
County o! SpvkanQ, St+aCa o[ 3iash€nqton, deecribed ae lallave: of land an cQnvey+ad to Washinqtvn State Parka and Recrsatian
Commisaion, hy gtatutory Rarrsanty deed racarded August 85,
Ths Y7eet Ha1f af the 5authxeat Qvarter and the West Ha1P esf the 1968 under 1luditar'a P11e tiv. 8846250257. thence alang said
Southeaet Quarter af the SautStiyeet quastar end Gavernmant Lot9 5 Sauth line H,S90Z4157Rny. a dSstanae o! lOD.aa leet; thenca
and 8 oC SectfCn 8. T.aS H.. R.0 E.W.M. conilnuinq alanq said SautA line Af.89•40'57^E. a distance of
i 434.35 fest; thenca laaving said &vuth line, 5.66824'S7*W. a
E3LCEPT Cvunty Rvado on the West 30.00 leet asrsd the 5auth 20,000 ~ diatance of 349.34 £eet; ther]ee 5.74•24'57"W. a distanCe af
pest; . 140.00 leet; thflnCg N.85035103"F1. a distartCe a! ]QD.Ofl leet
to the East right of vay 1Lne o! Barkar Road; thersCe
AND EXCEPT the lol3aving 4 Treets: I Fc.00•35105°W. alang gaAd right of vay a dlstbnce at 206.00
teeC ta the True Pcin! o! Seqinn~~~~
(A) That partivn o!' Gevernment Lots 3 and 6 Lying Hvrtherly of
the [alYQring desctimed line:
WEiEREAS, the aaid gartieo deairg Eo Creata an eaeement !ar
8eqinninq aE a pvint an the Weet,line ai said Government Lot Ingresa and egresa and utiliti$a !or mutuai uee and banelit oC
S, 450.00 laet South of the 1deQC Quartsr Cvrner e[ said any aepnraEe parceie ar ovnezghips to be created in the tutuse
Seatian 8; thenee £aet at righC aaqase ►ri,th the Fiest line of within the aDavrs-dsecrlbsd Parcela and for the mu+kvel uea and
aaid Seetivn, a dXskaace af 730.00 lset; thence H.81•161E. a lenslit of iuturg described adjacent paraels, satd easement is
dietnnce oi 990.30 leet; thence H.630490E. a dSatnnce oP deaaz7,bed aa PoAlrnrss
605.80 leet, thance N.540521E. a distance of 762.20 feat,
more or 1esa ta a point o[ the Fast lfna of snid Gaverssment Tc,145F}IEiiT A:
Y,ot f, sefd paini heinq 425.30 feat t7ortRt nf the center of
said 5ectiun 8; A 60,00 Lant eac+ement aver under and acrass asCrip of land 9n
partions of the Sauth Ralf of the Sauthwest Quarter and
(B) Th+sC pelCtion oi the Southreat Quarter a! Sectdvn 8, R'.25 H., Geverrmerst Lata g and 6 A! Seyt~lon 6. T.25 H.. R.45 E., W.li.,
R.45 E.. x.ti., daneri6cd ee lollova: County nf Spsskane, State ot~41aah1,nqton, Ctze aenCerline ot e+hich
i6 dascrSt~ed ae [~11vva;
~ Cammeneing at the Svytnveat corner ef ea1s3 Sectivn 8; thenca
V') N.00004149"E.. alang the Siest 11ne of eaid 5ection e, a Beglnninq et the SouChvaat Carner af said See"tfon S; thence
digtence of 955.00 leet; tfter~ea 5.890590110E. a dic~lance at N.q0*35•Sf1"'Ff. aAang the vest line o[ said SQetion a dSstanee
~ ]d.OU leei to the TRUE pQlfiP 4F 9EGIHHIHG of thla a! 923.91 lnat; !.llanca 11.89•23106'E. a dietance o! 30.90
dascriptien, paid point baing the East Ifne a! Barker Road; feet t4 the eaet rfght of aay Tine of Barkes Raad and TitUR
thence eontinufng 5.89•59111°'E. e distar1Ce af 370.00 leet; BDINR' DY BEGItFlilltG at th$a centerlina dgacriprian; thence
thencs ti.00000149"E. adiBCaR[.'4 of 630.00 Cesti Chence cQntinlliny N.89•23•06"E, a dfatance a! 261.47 lset to the
M.89059111"w. as Aiatance af 370.04 fegt to the East Line of beglnninq a1' a curve concave to the nvrthYast having a
Barker RoadF thence &.00•00'49"W, Alenq the Eaet line of xadiu■ e[ 735.00 lest; thence northeaaterlp alang aaid curve
said Sarker Raad, a diatance Q! 659.e0 leat ta the Pvint a[ thrnvgh a central arsqla 29'73104" an arc dietance a! 966.64
ui BecJin~nSnqr teet; l.henee li.60 Od•G]'E. a dfetance of 719.29 Leet to the
x bsqlrminq af a curWe concave to the aoutheast hnvinq a
(C) Hegllnninq at a po3nC mn the Nest line of said Gavernment Wt radiua of 700.00 [eat; thenea nflrthdaaterly elang gnid curve
5. 1609 feet tiorth ❑P the 5aut17vset Cvrner p# said Section 8; I Eharauqh a central anyla a! 07018117" an et'c diatance of
theece Eest ]U.DO leet tv the T'RtTE FOI47`1' 4Y BEGIHHTHG; thence • 69.94 leat; ther3ce H.67018119"E, ad.Latance df 20.43 fest ko
East 200.00 laet; thence 5aufh paraklel wfth the West 11ne o! I the beqinninq of a cv~-ve cgncava ta the eaut!► haWfr~g ~
saS,d L.ot 5, 200.00 xget; t.hence WesC 200.00 Peet to apo3nt 30,00 ~ radius aE 600.40 leet; thenee easterly alnrsg satd e+srve
laet Easet nf the Weat Yine vf eaid i,at 3; tihQnee Horth paraJ,lel ~ tturough a central angla cst 27•29142" an are dSetancw of
v1F.,tt aAiri Weat lina and 30.00 feei East Ehereot 200.00 [eet to i 235.57 feet; tehence H.89948104"E. e diatence at 489,10 lest
the Trsae Point v[ Heginrling I to n point herefnaftar relerxed tv aa P9SNT "11"; theneg
; Contlnuielq N.89148100"E. a ddstance of 504.63 leei to the
~
a
I 2
YDI. ~ ~ 27PdGE 7:3 3
' east line pi the Soukh►+est Ruarter flf said Sectfvn E and the YQ~, 1!2ryj ~AGE 794
Tesminua a[ thie lina dnaeripticn. ' . '
IH 9fTTHESB whareal, the vvtisra have axECUtrn.fl thls agreement at
T'QGETfit~t HYTH ~1 50.00 fvot eaecasnC vvar nnder nnd +~era$s a strip ~r,,7rkk+ 1Yaehingtan this c??.T~ at L~ f.7r-11 ~~9~{~ •
of land in a parEion of Gcsverrsmcnt Iat 6 0[ Section S. T.2S H,,_, •
R.45 E., M.H., Caunty o! Spaienne, State af Waahingt+an, tFaa
centesllne of rAich 1a deacribed ar lollpvas•
Baqinnireq at the ebove de$cribed PvTNT "A"; thenCS STAt3TCiN flEY$I.OFNEfT C8?iPhNY, On Its Ovn $QhaYf and
S.00112100"8. a dlstance o! 149.74 Lset tn the south bit7e of aa Ndminse ior STANTc7K-SPC3diAHE, L.P. aWamhirtgtcrn E,lmited
snid cevernmenf Lot 6 and terminua at Ehle line descriptimn PartnessRip
HDFi, THEitEFqRE, eaiid easemarlt ia given !ar the purposs vf f.ngxess
and egresa an+3 uEiJ.itiee. Tha o►merg, Chair heirs, 8uccesessrs By; DEAH 6Ui6,[7ZHC CORPDA,ATIOH, aWashihcjton carpqrativn and
and assignB further agrea to jvAntly maintain 4aid eesamerlte Sn a general gnrtner o! Stanton IDevelagment Company
accordance vlth the tetma set lorCh beluw:
Tha ovteers, their suceeaeara and aaaigne, agree and cvvenant to By;
benr the c0sts and asrpsnees ef ffialtltainfnq the rondwey nnd P. Edvax9 flean, Preeidettt
assnGisted drainaqa lacilitiae vithin tts• abSVa-daecribed
enaemanta in qaod regA,lr. .
A parcel Is aerved vhen the oaly ireorstaqe af the parcel 1a e5n the 8yt HUCISLEY DEV$IAPlSEIT CQHPORJITIQH, e waahitsqton
eneem+ent; or a pereel hawing Srvntaqs or1 a public Xead and the carpvratfon and 8, general partaerr of 5tantart
aecens eaaemeht choaaes to conetruct arr approach ta the aaeeas Devslapmgnt Company
ensement. ?[aintendnce linanairsq aha1l be in a msnner detarmined
Lry a raafnrlty oC the omere of nny p+nrcals suHsegusr3lly creatQd
vithin the arixave-deacribed Farcela which ara esrved by the
roadrray Yithin the easement. By:
Brair~ Hou H, Pr 4en~
4rmere 4! ,~ascels ~+hp ara aetved by the road►+ay ►rithin the aoceas
eaaementa may nue aRd teCaVer damegas and atinrney'e xeee lrom
dny o++ner o[ any percel created wlthfrt aaid Parcala rhieh ia
eimilarly seawed rhn retvaea to participate lrt the Linancinq of
maintenance v! the t°eaadway vithin the esesments.
ieTEL CO GROSTT+, IkTC,,
The regairs and maintenancp ta be wndecCakefl and pertax-mad undar a RPUSh3,nqtQn Co~ aration
this aqranment may include, Aut ere nvt liaiked to, ~.ha
lollaaing:
1. Sntsv xesoval Bys
2. Yilliteg of ehnckholes ~ Dareld (Cene) Xa1rCxn, ftnaiden
3. Grading and maintaininq tr8Me1ICd-vAlf surlaee
4. ?Eaintenance a1 culverts and ather dra3,naqa
faclltties
This aodlatatiaa a! Caveneat & assameat Sa19eaeaC11) ahell tesminate `
auComatically, ritS roepsat to any paxtifln of the oneameni nrea dedicated i
ta the publ.iat nt the +Eime ci auah dediaativn. 7111 pazties bansLl,ted by i
the Eesemaat aav ar in the tuture haraby aaaaeat snd eqrae tio 4edicatiaa
of the eaeement aXea tu the publie ritDouC lurther eignatura or
oQnfimatian. 11t atieh time as a fiaal plat ie trQasdad, [raa tima !o
kime, vfth reepect te a11 or enp portioae of the parc+Ae beae[ited by
Ebie Eaeamen! (..F1aEtra PnXCe1:"). !E• Platted grrcele ahaYl br sel,oaasd ~
eafl disahatged lroa any wnd aY1 obligalion■ acnruiaq lh+rsafter uaeler
ChS9 EQSemeat, iaaludinq Aui not limlte4 Ca TeftBSP and maiateannce
obligetionep aad the Sae+ament aap ba ameaded to alsa earva xuiure
desctibed peFaale rrfthvut the joiadrr or coasent nf the platted Paraals. p
Thia Eaeemeat shalx xua riEh the land. '
3
4
I
7
- ~ ~ . .
9507210089 rat.17 5 1PHE 644
lv"rG ~ 4. At the sime vf issuanre oi abuilding permic by 5polrane Cunnty or such other
643 municipality asserting jurisdietinn over the prt~periy for eons[iuc[tan of a dwelling, Dr.ve[vper
or his suoeessors shall psy in cash tv the Dislcicl the sum of se.ren lsundred lifiy dollars and
`I'Fi'IS is an agreement entered inta bq and 4etrueen the Central Vallty 3chagf 91is[rict Na. - ~ [)(fllpq (5730} fvr each new s'sngla family tesidencial uni t.
356 (Fscreinafter reFerred to as 'E7istriet' and WE[..Cp Gmnp, Incorporated hereinafur reftsrcd .
ta as 'Deve1vPer`)• 5. TTSS COIIfll,y oF SpOkBIIC flP SIICh o«SCF [Tllt311C1p3I1[y 25SS!![111g jp[iSdIC€1(Yn S}i3II riL1[
iasue a building permit far arsy [esidenlia] uflit wilhin the deve3[spment without prvaCoPpayment
IZ n r I T 6 L,S, aC the sums required undcr this Agrcertsent. Provided, hv►vever, lhat ahoulrl 5pokane Counfy
reFuu tv raquire the payment pmv€ded herein as a conditfan of obtaining ebuilding pcrsnit, the
1he Develaper has submitsed t0 5pcrkane Cousity a PI7I7 known as Rivervay RaMies agree to neg[rtiatc in gvad Caith an atttmative colsect'san process.
Vi[I,'V,,mara paetieularay dsscnbcd in F-xhihit 'A" a[laehed hcrctv. 'i'his praposad subdivis9on
° is lc~ated in an area which is srrvod hy tht District. 6. Tviiligatian payments sha€1 6e used as follows:
~
~ 2. Aivenciay Villa wi2l ennsain threc hundrcd and ssxty-fivc (365) new residentia! ~ A. Fapmrnts ahall he held in a neservt acoousrt and shall bt taptnded to fuad
units whieh, vpcsn cctmp3elicrn, wi[l generate new atudenLs whieh will have an impsct vn the the I}istrict's cap'sta9 needs which are fe'asonably nrmsary in arrler to
LsESiriet's capital facilities. mitigate the impact of the inerease Bn studene pspulasion duz to the
davelapmcnt af Riverway Vi13a.
3. 'i'ht Dislrict fis eurrent3y operating ffver its capacity arsd wi12 arnEinue lo dv so
when Riverway Vii1a is fully developed ualess additional student hous9ng 9s provided. B. '[he paymcnts shail 6c ezptnded in ali cases within five years aF L1istrict
coilectipa; and
4. 'i'he T3is«ic; does not have FaciliUes avxilahle Zo accommodate the adJittonaf
students genera[r.d by i[hc Riyerway'diila deveivpment. C. Any paymenc rtot tapendtd within five yeara of collestion shall be
refunded wi[h 4ntercst at the rate agg[ied to judgernenr.s to Itse Pmperty
S. A disputc has ariien bctwecn the paetirs aR mthe steps whieh should he taicen by awners of aecvrd at the dmc af the refund; haurcver, if the paymrnt is ro4
the Developer tsa nffset the 9mpact this develnpment wili have an the 1]istriet. Tn vrder ta ezgended within five yrers due ta a delay solcly atitibutable tn the
resolVa this dispute, the partie3 have agreed as fo4lows: Deve3ogcr ar hvi[der, the payment shalf be reFunded wilhvut onteresE.
N(➢W, 1'HEREFOAE, for good and vafuable eonsidtrdtinn, the rceefpt and ' 7. T'he parties aelmawladga that the pmvisions Qf thra Agmement may be afteeted
suFl"icieniiy vf whish ia Cserehy aelcriowledgsd, the parties agroe as fol2ows: 6y aetsan oP SpoIcane Countr dn cnnnectidn wiih the appraWa] vf subdinisioa. 'i'he parties agrax
that if Spolsane Gvuniy iails ta apgrove Riverway Yilla, this Agreement is nu1[ and vvid.
1. 1]tvtlnptr and the 17is1nct agrce 4hat this Mitiga[ion Agreement ia a Voluntary
ogreemant which is reasona6ly neeessary in orsler io mitigatc lhe direct impae[ vn the Dislricc S. 'Ilie m'stigation fc+e ger unit aha]l not be 3rscreased or reduced fos a period af three
o( additivna] students wh"seh will be gezteratrd by the devtlapmenC and fvr whEch shere 3s no pean fallowing appmval of Rinerway Villa hy 5pokarse Cuunty. 'i'he fintd glat shall prstvide
apgropriate Faci3ities tv hvuse such addrtional students. acovcnant nn the facc vf Use qlat far the payment af the miligatinn Cor tach lot in the ina1 pla4
as prQvided 6y this Agreemrnt.
2• d[5 [iChdF7gC for the promises of the District at cvnlainr.d in this AgspemEni,
I]eveloper agrees iv make paymeats [v the I]istricd as speeified below The icrms and conditiom hereunder sha11 he adapted as a condisinn uf final p4at
appmrai of ffie develapment,
3. '1'he 1]istrict herehy agrecs that the pcrfqrmassce af the candisions in this
Agreement hy L7evelaper shall cvnsdtnte mitigavvn snd afiset of adverse impacts vf Riwcrway 10. 'Ilie 17istr"sct shall execvte any dOsuments tn release the covenant described r[d this
Villa develvpment to the DistrieC. 1+Totifsration wi[1 te given to Spokane County hy the Distried Agreement, if mynirzd by I]evelapcr or his suGeessors arid assigns npon ran3facdpn pf payment
that impacts to the Distriel frvm this de►retvpment havc heen m9tigatcxf as a result oF thia under this Agreement.
Agreemcnt.
~ 11. 'Ihis Agreement is made ►vith rcferenee and is intcnsird tcr be constnscted in
l 2
~ -
Y[f'i. 1751PiGE 645
arcordanca wiih lhe laws of the Stale of Washingtan. Thc parties agrec that thc venuc Far any
auit beaught under this Agreement shall Irt exefusivtEy in 5pokarse Cvunty, Washingtnn, Shvuid
any prflvisivn rf thi a AgreemZn; be dxfarr,rl asvalid vs in eun fl iet with any taw of the $tate, Rhe
validity of all 41lser pravisions shall stmain unafFectesl and in fu[1 fnrce and ef[ect.
12. 'PTrs Agrttmtrt sha16 tonstitutc a c+avenant runfling wilh the propesty desrribed
in Exhi6ia 'A' hereto and shalf he binding npon and enure to [he heneCt of the heirs, executan,
8dmm15[r3fo[S, successurs and assi$ns of baSh €he pasties hereto,
13. nis Agreement constiwtrs [he entire agrcement between the parties and no
modifications vr revisiqns shalt be b9nding unless made in writing artd signed by the pareies
hereto.
WELCCI GRQIIF, INC. CENTR+IGVALL.EY SCHOQC. I}ISTRdGT N0.356
P.O BC3}C 2825 19307 E CATALDO
Redmund. WA,981773 ~[.rREF,.NA M
$y:"- ~ $y; _ -
` Datr.d: Daled: 57/ -7 /f~
. . j , r
5TA'f'E QF WASFiINTiTi3t+F )
; 5s
° Caunsy of Spa'karsc )
~
f3n this day peravnal6y appeared befnre ms ~Gr'C~rJ~ M0.A n , so me
Irnnwn to bE IhC 1RdEY1d11al descl1bed in anrl whv exxutrd !he faregviag fngtrument, and
acknowEedgad lhat he signed lhe same as his Free and vmluntazy act and deed, far Yha uaes and
purpose.s therein mentioned.
{~rIVFd!i under my hand and a[Iicial ~al ih"ss ~ day of 1994.
e'. 5. Nntary 1'utrlir~yn fae the 5tate of Washingtnn,
+'otlqs
:xsiding at F5~
My Commissinn F-xp'tres: !°a`'i•`~
3
~
Oa[IBIT n
~ 17 5 1~.cE 648
Yfll. ~~1 ~3 ~ P,~S£ ~ ~
C7rder Ho, : ,IB-192898 Order hEta.: ,7B-182086
LEGAZ a85CRZPTIQN iLECRL 6ESC. CON'C.i
The 4test ha9f vf the SouChues[ v;uartgr and the west half o€ the •
SouthsasC quarter af the 5outhuest quarter and Cevernmenp Lots 5and (IY) A portidn of the South++esE QuarGer af sention 8. TaanahxP 25
fi o[ 5ection B, Townahia 25 Hvrth. _3tange 45 S:ast. W.H.. a North, Ranqe 45 Eaet vf the S4i11ameCte Pferickian, slescr3bed sa iallous:
EXCEP'I' County Roada an the FlesC 30 feet and $auth 20 LeetT C[]M!S£NCTHG at tihe West One°xluatter corner Qf Section fi. ToxnsErip 35
North. Ranqe 45 Ea8td fhence South 00"35`03" EaaEr on Che Wesk line of
AND E?[CEPT the gallaving 4 Tracta : the Saulthaest, quarter oT said Section 6, a diat3nce af 450.40 feett
thenee perpen~liculas tv said weeC line t3orth 89'24'97' EasE a distance
{Ai That partian oE ~csaernment Lota 5 and 6 lying Hcsriherly off the r~f 30.00 fcer to ihe Eaat rfghtovf-wag 11ne oL 9arkec Rnad the '~nt7E
fQllouing descrihed 1inc: PDYMT 09' SECINHIHC; Said paint als❑ bein9 tne 5outh ltne oE that
certain paacel oC land ae eonveyed tio SaashAngton 3Geta Parka and
6EGINPIING at a poSnt aZ ths ~4est line sTE said GovernmenC Lot S. 450 Fiecceation Commissign, by StaCuCary WarranEy Deed recorded ShugugC 25.
t r3qht angle 198e vnder Auditae"a Fi1e t~o. ~980925[i252. thenca alang eaid Saut3~ line
feet Sauth oC the West quaeter earaer oL said Seetion B; khence East
as fr3th the wes~ 1ine oE said Sectferc. 330 feek; ihence Nvrth 89'24'57" Eaet a distance aE 300.00 feet; thenee cantfnuing alang
North 91'16' East, 990.5 feets ther~ca Harth 83'49' Eaat. 685.8 feet: gaid Souih l~,ne ta4rLh 80'46'57" East a distance of 434.35 feeta thence
ChenCe Harth 55'52' Eaat, 762.2 feeG mara or 1ees to a pa~.nt an the i leaving eair7 South 1ine, 3outh 65'24'57' Weat a die[anee oE 349.24
t, a di9tance °f 194'00 feet: thence
EasL Tane ❑f aatcy Ctsvernment Lat 5, said goint heing 42S.7 feet Horth Seet: thenee Sauth 34'24157' Wcs
of the eente~° Qf said 9eetivn B; NorEh 85'35"03` Westi, a diatanca vi 304•84 feeti ta ihe Eant right-af-
f way li.ne 4f B~xrkeF Road; thenee Hot'th 00'35'473' S~est alony sa3ci righG-
fEl ThaL portion of the Southc+eat quarter ai SectlQn 6, 'Pea+nahip 25 1 of-uaY edistance oF 200.00 feet to the TRUE P0I137 ❑E BECIHI'1IHG;
Horth. Range 45 Eaat, fd.M., descrihed es follvws:
Sgok~ne. State o! ~ashingion.
C(7t3P3ENCYl3G at the SautihueaG carnar af said 5ection 81 thance North Situate ln Cha Caunty o
00'00'49" £atyt, alang tha West line flf aaid Secti6n 8, a distance o! ,
959.00 Ecet; therere 5outh 89'59'13 East, s digtancc a! 30.00 feet to
trie T'rue Point of Beginning aE this deecrfption, gaid point bei,ng the
EagC Sane of 9a'ker Aaasi; khence eantinuing SocntR 99'59'I1" Eaet, a
diatance el 370.00 [eeti GhenCa North 64'00149" East, s dieCanee of
650.64 £aet; Chgnce Horth 89'59' lY" Eiest, a dietanca oP 379.0[] feet
East line aE 8arlcas Flnadl thaace Saut}r 06'90'49" Weat, alang the East '
13na ef sasd Sarkss Road, a diatance oF 650.00 #eet to the Polnt ❑f '
Seginning:
Situate in ths Caunky vE Spakane. State af Waahinqtan.
fCi HECINNING at a poinL ofl the Wesr line of aaid Cavertlment Lot 5.
1849 Ceet North oE the Sauthue9t eorner of said Ssaixorr 0; thence East
1a feet to the Srue PainG a[ Segiflning; ihenre EasG 200 leeC; thence
Sauth parailel s+ith the Wegt line af eaid LvE S. 200 feet; thence west °
200 fcet Lo a poi.nt 30 leet East ❑L the West line of said LoC S; khence ~
NorCh para11e1 with aaid Niest line and 3e feet Eagt thaceof 200 feet ,
te the True Point ❑E Beqinniny; ~
Situate sn the Ceunty of Spakahe. State of Waahington. {
S T,FGRI, flE5C. CONT. 1 I
k
• , . c;~~ , ~:;}~a,,, : srr.. ~ - r, ~ . . , ; ,
' , .
, _ ' •i . ` " , .
vat. ~ 6 0 1 8 2 a
{D) Artion of thc 5ouihwest C~uorier nP 5eciian R, TOwnshsp 25 hlqrth,
Ftange d5 E~+st Q ihe Willamette [vteridian, described as fallows:
CC]PvtMEIYC9N.~'i as the West Qfle- uarie e es~rner oF 5ecsinn 8, Towrship 25
Narth, Range 45 F~si, thersce Sauth 5'03° EAYt, an she Rhrest I€ne 4f fhC
Southwest quarter of said 5ectiaa 1~ a distnnce of 450.00 fee[; thence purpendieuiar
tv said West Ime Narth 89`2437" East a distance vd 30 U(} feet ln the EASt right-aF-
way line aF Bnrker RQad tht TRLIfi PQ11YT QFBEGlNN[NC'i; 5aid point afso being
thc 5auth Eino ni ihai rereain parscl of lnnd as eom'eyed !v Weshrngmn Stnte Parles
and ltecrealicsn Camrnissiost, hy Ssalutory Wnrranty L)eed recprs9ed ,Augvst 25, 1988
under Psudilar'a File No 8608250252, thenea along said 5ou1h fine Nnrth 89'24'57"
" Eust a distancc of 3010D icei; 6I1ef3CC esFnttnufng along saisi 5outh lfne Nartls
80°40'S7" Fust a distancc a[ 434.35 feeh, ttience leuving said 5outh line, Spnih
66°29'$7" Wess a distgnrt of 344.24 feet; thsnce Sauth 34°24'ST' West, [S d15tat1[e aF
190 00 feei; tlserrce Ncrrlh 85*35'U3" West, a disEanee of 3DU.00 Feei lu Ehe EasE fight-
nf-way line of Harker Roade thence Nvrth 00'35°03" Wegt afsang said right-of-wgy s
dLssance of 200.00 [eee vn the 7'FdUE PC?INT{]F 13E.C'iINNttslC3;
Situate in ihe Caunty af 5pokane, State oF Washingtvn.
i FSS:
•
,A lract of ]s►nd situnte Sectian 8,'I'awnship 25 Niarlh, Range 45 East, W M. Counly of
Spokane, Staie 9i Washinglan, desen6ed og Fallows:
A garlion nC Eht 5nuihwest quarter of the 5nuthwest quarter of said
, Scctian more particularly de.ecribed as Fnl[mws:
~ . Cnmmenring at thc Southwr_s[ eatrser of safd 5ection 8 whieh ts
marktsl try a Spokana Caunfy brnss cap a1 sht intentrtian of Missinn
pnd F3arlcer Ftuads, said point Nreing [he trvc point of tegenning of tha
land ttereinaker descntecl;
+ 'T7tence afang Iht Wesserly lin e oF snid Sectinn $ Nanh
W'3S'[Y3" ►Nese M 91 feet;
~
Thence departing said westerly liiie Narth 89°23'06" East
4[0.3[1 #eet;
'M anae 5aufh 29°55'26" East 215.95 feei;
Tlence 5vvih UO"W`04" Wul 706.49 fetr lo a gcsint an
the 5autherty line oEsafd Seetian 8;
''iTsense Na€th 89~56'59' Wes! 49$,99 feet to shc lrue
point of 4eginning.
Excepting therefrQm the righe-of-way of Barker ifoad
und alsn ihe nght-gf-wey of Missian ftaad.
' , w~~
+'~~7~ . ' . 1 ~ ; . f ' . .
a• ~ ' x.. . , , , _ f, ' . ~ . ~ + ' ,
9507250312 Y4L. 1_ 1 :J 2PhGC 0 j I l} 17 5 2PhGE
D~CLArarrTtON Ot' cvVrNnNTs, cOrvaITroNS A rrIL I,, P~ `3y -rnuz.E Or CQN`rErv7S -
I2E5Tlt1C`['i(7NS
r9u
F{]R Siu..,. ~'U11H1TRa5k4.
pkPU~t
ARTICLE I DE17iN[T10N5...... ...................1
RiVErt WALrc
I 1.1 VUordaDefsned . ........1
AftTICLE 2 i`ftqPER'L1' S134]ECT TO T@if5 DECLAItAT[ON d
2.1 Praprriy Hereby Su6jrc[ed te Thig I'Jeclarutian ...................d
3 2.2 Qthar Property •4
~ t1RTiCLE 3 RiVCR WALK []WTIERS AS5f3CTlITii7N.. 4
i
}.l Dessriplinn of Associnlian • •••.......,..d
3.2 Eiaard of Direcscsrs . 5
E 3.3 Mem6ership . .
3.4 Voting 5
i 3.5 Architectural [iev'sew Cvmm'sttee • .5
~
~ AR3'ICLE 4 ASS[:55MENCS............... .7
i 41 Puepnse afAsscssment .•••7
' 41 Crcaiion a[ the Lien and Persnanl Obiigation for
Asses3menls •....7
A.] Cnmputaiinn .......8
44 [[evised Budgel . . . . . ............8
4 S Special Asscssmrnos . • .4
46 Lien for Asscssmen[s . . . . ..9
Afler Rrcordieag 6ietum sv. 4,7 liffecs ofiJnnpayment of Asssssrnrnss; RemcJies of the
Associatian•••• . • .........9
1[fLL15 CLAAK MAR'9'fN &!'GTERSON, 1'.S 4.$ Dute aCCurrzrnerrcement of Ilssessmen[s................... •ID
Attn. Michael F. 5chumnchrr 49 specir;c n~~essTnents ....ia
SAU Gallond Building d i0 Budget S?eGcits Dursng F7eeiarnnt Celitrol ......lU
1221 5ecnnd Av<nue
Sea[tle, W1# 98101-2925 AELT9CLE 5 MAINl'ENANCC; CC3NVGYANCE i]F Ct7MM0lV
REiLsE+S T4 ASSOCIA'CIC?N . . • , 1 l
5.1 Associaliori s Resporisibility.... . .l 1
5.2 FCOpEt[p NDi I]Vtn[d bjl YISgoCIII[IQ[1 •.......I I
.
5.3 darnaged Caused hy C3wner....... . . .
5.4 OWIICC S RiSpoilSftldllx . . . I I
55 Canveyance af Cammnn Areas by F7eclarant to Associatiors • 12
3.6 CQnvsrsiaru QiCQmmon Areos . . .12
n, r ~
, = ~ f . . . .
voL. 17 5 2 PnE 0 vat.1_'7 52PAOM
~
ARTICLE 5 U5E itf'STRIC"f"[ON5 ANU fL4}LES .........b2 ARTICLE IF? M1QT{7'GAGEti PR0VIS1C3N5„ ?3
fi l Generaflftu4es and Regulatiuns.... ............l2 90.1 NotieesafActinn........ . . , _23
61 Residentinl tlse . . .a....,...., . . . ..13 102 No Prrority . . . 23
.
6.3 Dui#ding and L¢sldseaping Requiremcnts and Restrictians . .13 103 Nasice tn Wlssaciatian• . • . 23
64 Si6ns .........14 104 VAl1[UD Approvsl..... . . .,...?3
6.5 Wehielcs. . . . • 14 l b.5 Applicabiiisy of Article 10 . . . 23
6.6 wehictrs on Cammvn Arras . . ........lS 106 Amendmenss hy Board . . ....23
67 Leasing . IS
68 Occupnnls Anund . ..........63 ART6CLC ! 1 CASEMEtJ'['S...... . . . ..24
69 Animals . . , ........,.15
_
& lQ Nuisnnce 13 11.1 Casemsnts for Useand Enjoymeat...._. _ ..24
6,11 Unsightly or L3nkempi Candihons............. .........16 l l.`? Easemcrses for iJtililies . . .....25
6.12 Arstrnnns . 15 ! S.3 Eaument iar Entry . .25
6.13 Tree Removal.. . . . .........15 11.4 EasemsnT fnr Ma'sntcnanse . ....25
& l4 Drainagt . ......,,ld 11.5 Eascment for Fntry Fraturc3 . • 25
6 15 Sigha I7istancc nl Intersections............. Ifi 11 fi Canssructian and 5alc !'enwl Easement 16
616 Garbuge Cans. 1Vocrclpiles. Ete...... . . . ...........17
d 17 5uhd'ivision af Gal ......,...17 ARTICLE 12 GENERAL PRDViS[C7NS 25
6~ lR Guns.. • 17
G 19 Cli'slity Lincs . 17 12.1 EnCoscrmsnt . , gfi
. . •
G 2Q Ligh~ing.• E7 12.2 Seli liefp . . . ...,.27
. . . .
G~ i ArtiP~eia1 Vc atatian, ErteriQr 5eul tuse. a~~d Similar [icros • l7 123 4Jurssian 27
E P
5wimmin~ Pnols . . 12.4 ~Imrndmenis........ . . ....28
622 ' 17
b 33 M3oi1lnares „ 16 12.5 Pari'slion . ....28
. . . . .
. . l2.fi ❑ender aad .~irsmmar........ .
6.24 Clo[hes4ints . .~S
.................18
25 ~+steriar Srcurity Bevices.... ..aS 12.7 Sevreability.......................... 28
•
6
6 26 Canstrucsian ~nd 5nle Periad 18 12.8 Cn~Stians . . .29
. . .
l2 9 i'erpesuities.................... . 29
AftTICI.C 7 1N5URANC[: IINI] CA51lALTY f.!]55ES ........18 12.14 Tndemnificaiian . .......29
12,11 Donks und Records . . . . . ....?9
7.1 lrssuranee Cavcrage . . ...18 12.12 F'snancirai Review. . 30
. .19 12.13 NO[SCC 6rSAIt. Lcnse or Acquisiiinn......... .....}Q
72 Palicy Requirements..,...•
73 ❑iiier fnsurancc.,.... . • ...24 1214 Agrrenicnts . . 30
74 [ndAntdual lnsurancr... • ....20 12.d 5 lmplied Rights . .30
7.5 Damaga and Destruct`san - Insured 6y Association ........30 12.16 Vadancrs.......... . ~ . ..30
- 76 Damage and C3rstrvetion - Snsured 6y 0,.vnees . 21 12.17 Li[igation........ . • • • 30
7.7 1nsurance 13cductikfc . . . . ..........21
EXH1f3lT A LEGIiL DESC3Z1PT[O1+f OF FitpRERTY SUBNIf7'1'ED
ARTICLE 8 CC3 N[3f'hiNA'I'1C7N . . . . . 21 ' TiJ T13f5 DECLARA`3'1ON
ARTICLE 9 ANNEKAT[ON C!F 14C3D6'fil(3NAL PR[]PCR'FY... _Z2 CX[ l[}}iT f3 r9DlllT10NAi. ['RUPERTY WE lfCf 3 hiAY fiF
5UBM6T1'Ei) TO TH[5 DEC4AFtdIT&(!N BY
~ 91 Onilatesul Anncx8Lion hy ❑eclarant . . . .23 17CCLFlEiAN'f
92 flshrc AnnexnSivn. . . ...,...,....22
e Tah1a vf Contrrrr - RrverxvFk,C L' ib poge ff 7u+Sle aJ+Conunls • 7ltverwnfkCC Rr pugs rn
4 I401l144614 AV3fl3tfPtK 7111lRS tI4071 1476J-l AV7091 pOC 7I11N3
va~ 17:i2p&G[~} ~i ~i 11 7 5 2 PAG~ 0J± i •
1]FCLAFZATi[7N OF CCIVENANTS, CQiYDITTO{YS AND 3.1 l. "A lTiliate of Deciaranl" means any prravn whp controis, is
tontrafled by, or is undrr cammon canirui wiih Declamnt.
IZES`E'1<[CTIQNS -
l.! Z"Assaciai'san" shall msan Itiver Walk Qvmers .4ssaci9tidn, 1
F{3R tt'pshingson nunprotit ca"raUan, its sustesaoss and [sssigns
YIIVCR 1VAL1~ ~ [-13 "E~oard aF Qircctors" or "Lioard" gf t8te Assaciativn s1Ea116e fhe
~ appointsd or eleeted hndy, as applicable, haWing iss nnrmal mraning undsr Wnshsngton
~ 4aw
TF[S5 [3ECLAftATSQN is rnnde on this _Z~~day of -7ULY , 1995 6y
STAN'&'CIN • SP47KANE L3MiTEL3 PART14ERSFilP, a Washingtion isniised panrstrship 5,1,4 "f3y3aws'shalE rdcr io alie 43ylaws of the Etiver Wa1lc O.vners
("Deelarmnt"). fllasnciatsan.
~.5 1.1.5 "Cflmmon Areas" shall snean any and nll real and ~rsona]
property and easements aml athcr intcresss tlxrrcin, tageihcr witli lkie insilities anrl
impronemrnts iocnlcd thcrrnn as desigrtatrd an sny Gnal plat crcntsng any p1inse nf!hc
A. Declasnnt is shc uwner af tha1 csrtain rea1 pmperty lrcasrd in Spokane Cpmtnunsty, ar us otherwise cameyed so [he Assaciauvn far lhe ~omman use and
Gounsy,lVashingtnn, and mvre pnrticularly descnbed in SecYon 2 1 of di'ss f]eclorsuon. enjoymeni oCthc Owners Cammun Arcns shnll inelude, ►vithout limilatinn, all sirceLs and
B. [?eelarant desires tn suh}ect !hc real prnpersy described in 5ecifon 2.1 mads within t4se Community otfier than hidiana Avenur, wlaich aaenue stiall be dedieated
hereflf io the psovisions of ihis Decl3rviian ta create n rescdential crammunitp of single- for public usc.
fami1y hnusing (as "single fami4y"' "ss defincd btlaw) ancl re9aied uscs as set fonh in 1.1.5 "Communiiy" shail mean and refcr fo lljat eenain rcul prnperty nnd
5eotion 6 2 hereaf und to pravide fior the subjscting af vllier seal propcrty jv Ihe interest iherein desenhed in EXh1b11.A, astsched hemto, [IRd (1) SLCTI Rdd1fl6fiS lI1efC10 AS
pIDVl516il9 (SfiFF1S DZCIAC3[IQfI qll pft[15t3. I rtnny be made hy DeclnrAm 6y Supplemcntary 6eclutsiian oFatk or any portian of lhe real
FlCiW, TfIEREFC7RE, L7eciarnnt hereby deelares that the renl prapesty drscrLhed RmiertY deseri6ed in F. hi6it A attachtd htretn, and (ii) sueh additions thsreto us may be
in 5eetifln 2.9 uf this Declarutivn, includ'sng tha imprrivements cvnstnrcted ar tn k ma`'° 4r `he Aswe'°''°" by s"ppr""`"`°r'' °°sia°``°°.
co:»tructsd thsrean, ss htrcby aub}ecied to the pravisivns af this I]eclaratiun and shall be I(,T °Cammunity-Widc 5tandarr3" shali mean ihe ssanclard of canduct,
held, sold, transferred, canveped, used, occuQicd, bnd mortgaged vr oihertisriss maintanance, or other oetiwisy gessernily prevaiiing in sha Commun<<y 5uelr ssancSarcl
enCl[mbe1'eiI S[7bJeCt 1Q lhe cOvenfirl[s, condii4ons, rrstrictions, eascmenSS, assessmtnts, miy be MpPC 5p1.'C1ftCBISY dClCfiI11I1Cd by 1I1C UQi1td [?PDIfCCSQfS of [I4e A5SC1CIAlSGfI Sueh
and Iiens, herrinaRer set rnMh, whirh nTe !'or the purTrase vf protecting the vilue and detcrminaiiDn, hawever, shall generally bc made FvHh rrfcecncc ta fhe siandards
desirafiitity or, and which shali run wuh the tigle lo, the reol praperty hereby or hercallrr ~~i~inally est~bl~sher! by ~he Declaran4.
made sublect hercto, and shaib lx'hinding an all ~rsn»5 huving any right, tit4c, nr intersst
:n aH rat any pors°son oCthe rrai prapeRy naw ar hersoRer made suhject herctv, their 1.1.9 °Declaront" slxaU menn ans3 refcr tv Sfr+ntcan-5pnkane E.ianilyd
respeciive ltieirs, lcgal representatsves, sueeesssarg, auccessvrs-sn•4itlc, and assigns arsd Pnnrsership, n Washington Ismised pnrtnership, and its suecessors-in-title arsd nssigns,
shall i:ivre tv ihe bersefit oPeach und every awsier aF ull or any portiOn lhereof providtki nny su¢h suecess4r-in-101c ¢s nssign sha3l aequirr for the purpase of
dovelopsnent or sale aIl or any portian nf thc aemnining undcveloped or unsnld ponions
~+1~,rlcL,~ ~ af thc renl pro~rty described in hik~il A. attaehed hereto, tse in Fxh 6i E3, attnehed
+ercto, and providec! Cufther, in the instrumenC uCcnnveyanee to any sucti sucrrssor-sn-
DE~~~T(INS tii3e ar assign, s[rch auccessvs-in-lisle ur assign as designated as thc "Deelarant° hereunder
by She grantor oPsuch tonNeyancc, which gransor shnq ke the "L7eclarant" hes°epndes at
1.9 lVurds & ined ThG fqllawing words, ~vh~n vsed 'sn ~his C}ecleratina or ~n . the ti me of suth sanveyance; pruVidcd, turther, upan such dts'sgnation vF sueh successnr
' any Supplemeniury Qeclaratioss {unless the eon~ext sha[I pruhihit}, shall h~~e the T)ec]arant, al] rights of the former f]tclarsat in and lo such status as "Declaranl"
follawlsg maanings, hereunder stialf ccase, il being understQod Iha1 as tn all of the properiy desenked in
F,g}u6it - attached herelo, and in F hi6it 13, attgched hereso, which is naw or hueaRer
Riveni+vlAC l_' Ri puge 1 uf Jl Rfueri.ullc C C fG pcrge 7 nf dc'
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sub}eeted tv this I]eclaratian, there shail he o-nly qne "Declnr:mt" hereundcr at any ans E.1.1 & "Speeia! E3tnefit Assessment" sholl nzean sueh assrssments as map
kx leuiesl by the Bpard agQinst certain 5pecia4ly f~eneC'iud La35 en eover ihr rasts af
pvmt in timr. canslsucting, aequiring, ar nrairttaining the 5rfreial T3erseFiL Cmmnian t1,rris 6eneCsing
1.1 9 "Arvrlopment Periud" shall mcan diat Freriod af tsmc beginning on stteh fats and paysble hy [hc Davrsrrs oFsus'h 3peeintly I3e[sefilcd Loss in nddician So oay
the dasr th'ss Declarativn is retordrd in the rceards oF SQaknne Caunty nnd rndmg an ihc genrrat ar spscinl assessments that 1he Alssociahvn rnay fevp against a!I Lrsts emmprising
enrlisst tv a¢cur of (i) fiRtrn ([5} years frum She slatr of recrsrding vf this UeElamtion; vr ihe Cammunity,
(ii) 1he dnts upan Evfsich u Suppiemcntary peelaraiion ia rrcardeJ by I7eclararsn 1, l, `g ~~g~ciafly IIsnefiiad Lass" stse[l mran one vr maec L~sts iniended
I~rmin~t~n~ the C~rvelvpmcnt f'erivci. tp reecive the $encfis o fthe use of the 5peeiai F3eneCil Camman Areas.
I 1,1 0 "Lv4" shall rnean any plot vf lnrsd wsshin ihe Cammuniry, whei6er
vr nat impmvements ars canssructed thcrcon, which canstiiutes ar will eanstitUie, afler 1.1 ZU "5upplemeniary [7eclueutipr~" mrnns an amendsnent gr supplernent
[hC Cq11StR1Cdl6i1 6{ IrrtpiilVeiilzR[S. a residcntEa[ dwctling s`sle as ahawn an a plas rerQrded to this ❑eclasu[ivn ihat svhieets addilional praperty to this Deelaralion or impo3es,
in ths rccards flf 5pdnkone Counay. 7ha awnership af eaeh Lat sha[1 includr, nod shere exptessly nr hy reference, addiSional rtstnehQas nrsd obligaSians vn tlse land descsi4ed
sholl pass with rach I,uf as an appurtenance theretn, +vhcther ar noi separately dcserihed. therein, or 6a[h.
oR nf ihe right, titlr, and knterest af an C]wner in ihe Camman Arras, which shafl inelurfe, y 121 "'[°¢tal Assaciatian VvtG" +neans ul1 0f Lhc votes attribusable tQ
wishout limita[iarr, memb-rrship in ths Assaciatian mcm4ers aFiite ASSoc':ation (including +rotes af Declarant), and thc eanseni of 47cclaran[
1 1 l 1"ht4rt gogr' mrans any m4rsg:sge, deed aF trust, nnd any nnd nlf so long us Lleclaeant nsvns nny property far deve4apment andlar sale in the Caanrnumly ar
othcr similor instrucnenia used for ifse purpoge nf encumbering reai property in [he has tht right to unilaleraliy anncx uddiliprsnl praperty 1p the Cammunily.
Communi[y as seeurity For tIsr payment ar sat'ssfacsian of nn a6ligasion.
1.1.12 "iatartgagec" shap mean the hvlder af aMortgnge ARTiCLE 2
PFLDf"EItTY SUB
1.1.13 "[Jccupant" shall mran unq Pcrsvn neeupy'sng nil ur any purtinn u6
a residence ar vther property locnted with'rn the Cammunity fnr nny penod of time, 2.1 }'raacrLylCere'6x Suksicrtc~ to This i]ec4arntsnn The rea9 property whieh
regardless a£whesher sus8s Pcrson is a tenant or the Qsvner af such praperty, is, hy the recording af ihis DeeSaration, subject to ttsc eqverrancs an+i ressrictions hercuitrr
set farth and wh ich, hy virtne aEtha retnrding af this ElcclarntLvn, shnll be he4d,
1 1, 14 "f7wner" shall mean And rrfer 1o She recnrd owrier, whethrr ons ar trnnsferrcd, soId, cnnNeyed, used, occ¢pird, and mongnged nr n1hcrwisc encurnberod
niore f'ersnns, vf dtie Cee simple tille 1v ony E.at lacutrd wiihin 4he Cammumtp, rxch:ding, subjeci 1Q ik+is Cletlartiiion is ihe seaE prnpeny dcscnbed in f•::chibil A, nuackrd liereto nrul
hrswever, any Persan holding such snteresr merely as secssrity far the parFannanec ar 6y rcfcrense madc a pari hercaf.
gn[islactian vf any ohhgo[ion
2,2 dJlirr f'rarnertv, On[y ihc rcal prgperzp descnbed in Secjion 2.9 abave is
, 1 1.15 "Person" mcans any nnturnl person, ag wr31 as e eorporusion,joint hcneby madc su6jecS tv this Declaeauon; prowided, II04VCVCT. by one ar mare
venlure, psrtnership {generat or ]imiCed), associativn, [rust, ur ather legal rntisy. 5upplementary Qeelaratians, T]eclnrun9, ¢n Atii3iale vP[]eclaranf Rnd [he Assqcinlion
have thr Feght, bul not Ihe vhlig3tinn, to su6}ett aiher real peupeny in iliis Cleeitmsian, as
1 1.16 "5ingle Frsmily" shall rt:tan o singis huusekeeping uni9, wiShnut providad in Artitle 9belvw. _
regatd So ihe construciion type or ownership vCsuch uni1, djnc insludes nnt more 4han foue
(4) nSults wh4 are 9cgnliy unrelated. , ARTICLF 3
1.1.17 "SNrias Srnefii Common Arens" sliall mean nny and a11 eeol ond i i MLIC ODY_I'lEMAIMCItlMN
pexsanai prcgpertp and ensemenis and other intsrcsts Ihrmisr, iogeiher with thr f3c0ities
pnd '€mproremtnts located thtreon, as designattd on any inal plut crtst'sng ony phase ai 3.1 DrscnI2I'mi2LA=daWm TSse Associatian shall be eharged with 1hc
- lhe Community or as athcrwise conveyed tv or dasignnsed by the Assmiai'sQn [vr thc duties and vestrd with 4he powers prescribodby law snd set fonih in this peciaraUan, any
spLc'sal usc oF, or that aee intended to pravtde a spxcial hsnefit io, csne ssr mv:e 5pecin4ly Supplementasy 1?tclsua[ion, and the Articles of ]neorparation and Bylaws of 4ht
Benefited Lals. RssaciOii4n, a3l as may he amended from tinie !o tima; prvvidcd, however, that no such
pngr I of 31 RlversrvlRC C Rs " FaKe d n/' 1I
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gvveming dacunnenis shutl far any reason be amended or otfserwise inlcrpretrd $n as ia be Wriucn design guidalincs and prnccdutes C'f]esign GiaiJelines') sfiall he est:shliShed for
ineansistent wiSh ihis Declarntdon, rhe sxrreise ef thix review, which L7es'sgn C'ruidclmes may providc fvr a rcniew fse. 'I'hc
L1e5i gn Guidelines n+ay vary For d+i7erenl phoses of tlre Communuy os delerm'sre3 by ihe
3 ? [~d-QLD1rrct4rs DeElarant shall have Ihe righl tn uppnitjl Qr remnve Archileclurol Review Cvmmtsiee nnd may er+alve over l°sine with elinnbcs in ihr mari:et
any member or membcrs uf thc C3oord oi D'+mtors vs ony nfficer or nCl'icers oCthe Rlace.
Aasoci aliorv uniil Icnn°snativn of she f]cvelqpsnent Feriorlf. Gsch Clwrssr, by acceptance of ~ ~.5 la~sg ns tl~c ~lcclarant ar nn AiTiliatc af E]eclnrar~s n■v:rs nny
a dccd fo nr ~sthcr ennveynn~c aCo [.va vesss in [)cclarnnl thc au+haraly ta aa~~inl mid
rCfT30YC dlfi'CtUfS Rf1[.I dFFPC[C4 QClI1d II936CfA[IUf1 illl[iflg 1he D[V[loF1ITteS1[ PCCIod. -115C e pfoQ2TSy f6r deVCIUF1fI1C11[ 7SldIOr'&1IG IR lI1C COf11fYlllillly CtC I'iS3 1I1C f16t11 l0 GfS1Iff[CfSIIy
dircciots sslecied by the Ileclarant need nvt beOwnera I'tse numhir aFdirectors shall bt annex ndd[aional prv}xny ta the CQmmunisy, the l"3ecloeanl s3ia11 have ilxs ribhl to appoint
as set Corth in the Bylawg. Folfnwing lrrsnnnasian af 1lie DeMelapment Psriod, ihe Lioard oe remode any or nll mtmbers af the Arehiirceum! Review C4menitEcc. Upan rhe
nC pirectar5 shail he eleeted 6y the Owners in accardance with the Ilylaws, eapirns'san ar earlier sumndcr in ►s,riting af such sight, the I3oard shall appo snt the
membcrs of the Architccwrat Rerirw Commiltec.
5.3 Mcmbsrshio, Evrry Prrsun who is 1he record ocvner af n fes or undivided
Cee'sntemst in any Lot thaL is suh}est tv Ihis Dccfarntion sfmll bc deemed lo have a 35.2 [Pthr Architestur.sl ReMiew Cammittce Cnifs to epprasre ar to
memhenhip in thc Assoeistian and membership in ilie Assotintion shnN consisc d4sapprave snhmitted plans and spec'sficalions evithin sixty (60) days nfter tht plans and
anclusi❑ely of such awnsrs Thc faragoing 45 nat insended in ineluda Fersvns whss hald spccef~ca[ians havr been subsniiresi, which suhmissivn sha9l be evidenced 6y a writlen
an inseeest merely as seeunsp for the perCartnancc flFan obligativn, and ths giving aFa reeeipl far sa'sd plsns ilnd s{rccilictiliflns, approva1 wi]l nol be requirad, nnd th+s Seetian
secuniy interest sha1i not termr:iote the [7wnrr's membrship. Nn [3wmer, whether one or wifl'he deemcd ta havc 6een fuqy camphed with. [n ttris even4, any 5uclx plnsts artd
more Persons, shall have nenre 3han 4ne (l) membership per Lvt Zn thc evene of multiple spxcii'+satians shaH nrverlheless 6e in camqliazsee +.v'sth aN the restrictinns eantmned in
f7wncrs nf a Cnt, votes and nghts of usc nnd enjaymeni shall be aa prvvided in thix ! thia f]eelnrattan and any Design Guidelines estnblishtdby =hc Architectueul fteview
aeclaration and in the 8y3awg Mamhership shail bc appurtenarsC tp and nioy not tre Cummutea which are then in affcet.
separnted froni vwnership oFany Lvt Tha righis and privilegcs of recm6ership, } 5.3 As n sandi[ion of npproval under A~ss 5ee~inn, cach ~e~mer, an
irtcluding the righl [o uts[e nn~1 to hald oftice, mny'6e exercised by a rnember ur ths behalf oF such ~wner and such ~u~ser`s success~rs-+n-mteresl, shall ~ss~mc oll
member's s~use, hut in nn e+reas shnlf mnse than ant (1) vote be cast nar ufTice held Car
rach E.os awnrd. 13sc first annual meeting of thc AssOCiairon shall be held within sixty tes{onsibilisies far main[rnance, repair, rep[ACemen4, and insurance la nnd an any change,
(60) days a{ter ttrsnina lian of 1he Develapmtni Penvd on a date set by the Bnard madificat'son. additiorr, or bllerat:vn, in the distrriicsn af tht Architeeturaf Review
Comm'sttee, an Clwnea map be made tv Werify s~ach cnndit"san af approwa6 by a recardable
~ussuani to ~f~e IIyS~+~vs writtsn instrumeat aC9uiuwiedged 4y such Owner an hehalFof such Owncr and suth
},q yntine Members stsall be entitled to oae (1) wate far eaeh Lat awned. [?wntr's successars-in-inserest.
When rnorc ihun one (1) Persan hofds an owners'hip interest in any Lot, ifia anss For such 154 ~e ~~~yitectural Review Commiltec shsll be ~tse solr ar~iter oC
Lat shntl 1x exereised as those C}umcra thtmsefues dc(ermine and ndatse the $ecretnry p{any suhmitted ~o it and mny wishl~vld appsQVaf Cor nny rcasan, inelusling ncs~he~ie
pr"sor tv any m=rting fn the ahsznet of suckadvice, the Lvt's nats shaEl br suspended in considerateans, uns3 is shail be entitlyd ro stop any eanstruction in vivlatimn af appmned
the enant mare thnn one (9) Ferson seeks tcr r~cercise it. _ plans ar ahis Qeelarssioh. Any member aTthz Arch"stecturn6 itcvieiv Cnmminee or ihe
15 n""~1,~+ecu~ral i~tvic~Con~re. Nv conslruction, alSeration, addition, B nard or i[s reprasentasivas shafl hnvc the ri ght, during reasQnnhlz lnours nnd nRer
reFurbishing, or erecaian aFany nalurc whaisocyer sha1l he commenred or plnerd upan rcasannbie nv!'sse, tv entrr upan anp prepchy tv inspect fflr 1hs purpose uf ascertaining
any part nFthe Cvmmuniiy, exeept that svhich is ins»Ited by the Deciarant, pr as is whcther or not such plans and ttsis Declamlivn have been ar nre being camplied with,
apprvved "sn aecordance wilh thi4 $ectiQn, or us is Whrrwnse eYpressly pcmtitted hercin. 5uch hersan vr Persans shall noi he dcemed guilty oC trrspass by reason of sueh enlry. €n
Any such sonstruciion, alterritivn, addilion, refur6'sshing, vr rrccuan sha3l s+at 6e made Addisivn tn any ot her remedi=s available to [he Assaciatinn, 'sn the erent nf
unless and untiS plans nnd specifieaiians shawing lhe na4urc, fcind, shnpe, sixc and height, nanromplinrace with this 5ectipa, thc Ela3rd may, as prnvidtd in Sectian 12. m hercQF,
architecturul design and delail, tnaterials, warkmarsship, crrlars. lmlian on sitc, reeard a nntiee of'viaiasion nummg ttse violating Ownes.
_ imprvvement ond site gradc slevatians, and sile Isndscaging shafl have 6een submitted in 355 pLqNg pND 5PEC3FlCATRC7N5 ARE NC71' AFP€LDVED FL7R
wriSsng la and a,pprc3ved hy she a4rchitettural Aeditw Committee zstablished pursuonl ta 4~ ~T~~~~~, ~~;51G~d DR ~f1ALl~"Y OF M~F+TE'EtiALS, A~lD
II343 SLC1tOfl 3.5. ~I[ F.~UffYd IttaY Cfi'FpIO]r arCRIICClS, tngineers, Of glltZr E~CFS9R5 II$ 1t ~Y p~p~,~{~~~~, ~~J~~y p~TMg ~,~D g~'£CIF[CATi~]I*1~ NEITlIE~L'FtIE
deems nesessary 4n enahlt lhe Architrctural Revin++ Commitiea tca ~rl'a~m iis reVicw
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r~ani~ ~~[v.a ~ avinli hiY` TI11RS
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wo~. ~'7 L) 3 2 0 vOL. 5 ? gAeE ~i 2 1 ,
pyRCHS-GEC`['S,]RAL REV1EtiV CC1MM1'1TGE. T14r MEMBERS TliEfiEQ[', NL]R T3 [E 4 2 l All such assrssmems, logesher wsih (i) 3;ste chorges. (si) inieresc ses
A55DCiA'T'[Oh1 RSSC1hiC5 LfAfS1L[TY RR fCESPON5[L31L1TY Tf iF.fiE-f'OR, i*Ii][Z bp tlee Raard, not tp exreed 1he maxsmum rlte pxrnisited 6y I:aw (hut not SQ e^cceed
1°[7R ANY DGrECT [N AtJY STRS,IC'TURL CCJNS'I'RUCTGD FRQhi SUC}; PLpNS eiglsseen perrrnl (1$%) per annum). nnd (ii'n) ensts. including, wltlrfiu[ Iirnsialinn,
Al~l~] 5PEC1Ff CI1,'T[(?NS i~fi~l7'Ii~R fJECLAF~AN'1", TE{E ~1S5C3CIAT1[7i~,'C13E re~sarsable astoma}'s' fee5 aetually it~curred, sh6ll be se tharge Qn the land und sliull lk a
ARCEI1TECTURAL RCVIEW C[7iN1MlTTEC, `I'TiE 130A1tS7, N0R 3'1!G CJFF[CGRS, eontdnssing lien ugnn ahe Lot oguins[ which each assessmrns Ls mnde.
E'i[RECCCIRS, iw1EMUERS, EMPLOYFES, Ah1D AC+PN"fS 4F AtJY O1T Ta-6EivC
Sf IAI.I. R{i 1.tA13LiG IhP 13AMACrE S Tf) AhlYt71"IF: 51ff3M1R7fNCr P[.ANS AND a 4.2.2 G:1CR1 SUCI7 gSS[9SR1[tiS, [ogelj1CS tYlll1 I1[C Cllafg[5, inieress, costs,
SI'E'L:SFIC:11"i IONS T4] ANY UP 1 f If:M rUft l1f'#'1ZSJVAI., f?R l(J RidY U1VN1?R [3[` iuchtditsg, withnul liuiitalian, rca3Orsnhle attnrncys' fces aciimily snctinetS, SI11II i1I$tf 11C
PR0YE1tTY Af CE:CTED BY Tf lESG RlySTRIUP'1[]N3 [1Y REASCIFI UI~ MfSThKE [hc ryersnnul ahligntion of tkje persan who waw the d7umer af sueh Lol nt lhc Si:tie thc
1t+I ]UpGi4iEN`1', NFGL[CSfihlCE, OR N[]NFEASRNCE fyR15[NG f]U'i' 0I' DR 13+I asscssment fril due. Each 47wnes shall be persanaliy 1in61e for the parttssn o1'cntli
CC3isli4ECT[ON Wi7H T9(E A1'P[tOVA4 DR flfSRPf'ROVAG f3R f AfLUEtE TC7 asstasmeni eDming duc while the Qwmer of n Lat, and each grantee of an D%timer sliall bc
AppR[]VE pki T)fSAPFROYr- ANY SLfCH PLAMS OR SPECEFICA'6"[(?W5 EVERY joinsly and sevrraliy 9inble ror such poetivn ihrreaCas may be due and payabls at the timc
f'ERSON W}iO 5U5#MI`E'S k'L11N5 OR SPECAFSCAI'lf}N5 Ai+1f_7 EVEfiY L7WM12ER of cQadeyanee, pmvidtd, however, the lia6ifily of a grantea ior the unpaid ossessmtnss oP
AGiiC'F5 7HI1'6 Sl1CEi I'ERSON flR C1WNER 1V[L[. NQ'T' E3RfNG ANY AC'GIDhP QR tts granaor shaU noi nppiy so any first Mortgagte taking tit1E through foreclnsure
SLffT AGA ITJS'f ItECLARANT. Tf IC ASSi7C [MT1qN,'C}[rL A RC HiTr-CT4![tA L praeeeclings or dced in iieu aE Cesrsclvsure.
itEV[EOV CQMM1TTEE,'i'FIE B[}AFtD, oR rIzr•_ arr-IcrRs, bIRECTC?R$. 4.2.3 "ilfe Assorialisn shall, wtthin fivc (S) duys a~er rece'sring n wr'sttcn
i~^[EPv1F~ERS. EMPL[3Y~ES, ~.i~i7 AGE➢~i7'S QT AfVY {7F 7F{EM TO REC~V~R ANY rCynrst thcrefnr nnd far a reasanable cS~ruge. furnish a c ersifico ic s,gnsd by nn ullitrs oF
pAA~tnGFS A~l~D f[E~tEi3Y ftELE~SGS, RElv11S~5, QUiT'CC.~fMS, AND
COVF,NAN"TS NDT Ti7 SUE F(]R ALL CLAl1v1S. bEMANT35. ANL? CAUSES UlT , tht Assnctat'san sctsmg Cnrtn whesher rhe assessmcnts on a specified C.ot have been p3id.
ACT'1ON AR[SING i7UT OP OR [td CC3NA7ECT[Oi+1 11117-Ei AAlY JL?flGiwfENT, ` Such cfirti feats ghall bs binding u pvn the AssqciaESnn as of tlre date af issuanes
HE{`iLI013NCC, Ofl Nt7NFEASAhlCE AND f iGRF:E3Y 4VA[VE5 TFIE FROVI3[OAlS ~ 424 Ilnnuaf assessmenu shall be levied equally an ap similarly s'siuated
t7F ANY LAIV wFlSCI[ P1tC}V1DE5 Tl EnT AGCNCStAL TiELEASE D(?CS i40T [,ety (as determined tsy the Elaarci).1-4flwever, during the i3rvciopment Period, the f3oZIrd
EXTEND'[HE CLA[MS, ❑EH1AND5. A3dL7 CA'l)5E5 C3f ACT6L?d`! N[}'T Q{NC7 WN AT mny essa6lish grenter vr lessr: assesssnen4s fnr L4ts awssed hy Declnrnnt ar hui1ders.
'1"!lE T[iwtE 7'EiE RE4E15£ [5 G[VEN Asstssmenls sho1i be paid in such manner and an sucli dutes aa may be iixed by the
f3aard. Ldnless othsnvi:e gravided by the Fioard, the assessmcnL shall be paid irt annual
ARTIC[._F, d inssol3isscnts.
ASSESSL~1E M'C5
q} C=p=tiw. Ss shall he tlse dnfy of the Bnard tn prepare abudge9
4 1 pL e~ Q[AsSSSSmcnI, The assessmcnis pravided far herein slsallbe eoyerinb the sslimaicd casls oFopemiing ltit Associatian during the evming yrar, whieh
vsed Cor the generak purproses of prvmating ahe recreaiivn, health, 5afrty, welfars, mny irsclude a cupiinl reserva in acentdance wuh a eapital'6udget separatel y psepared.
romman benet'is, and enjgymens of ihe Ownes^s arcd occupants vf Loss, including the The $aard shall cause a prognsed budge4 and the prapased ftssessmen[s ta be teuied
ma'snrenance oCreal and persnna1 pmQerty, nil aR moy be i=iflrs sEsecifically uuthnrized against each E.at Car the foilacving year to he mailed to caeh 4wner wcthin thinp (30) days
rnm time to time hy the 33aard nC CJirectQrs. , aller its adapuan by the f3oard nnd m lenat iriirty (30) rJays prioe to the rnd oF the currcne
f
fisra l year. 'fhe L3oard sho l1 set a datc Cnr a sFxcta1 meeting nCthe £]wners 1o cansider
4,2 ~ ga 1 1 qn farA=gSmcnSS. Each enixicatian of the 6udget na= less thnt fnurteen (14) nor morc than sixty (fO) daps afker the
Qwner af nny Lnt, hy acceptancs af a dced therefor, whel4ier vc nrst it sljall be sa maifing of the preposed budget. Urileas tit svch meettng the b udget ss rrjecttd 4y at Icast
erpresssd in sueh deed, epvennnts and agrees ta pay io the Assaciat°san• (i) annua6 sevensy-f'sva gaercrn! {75°/0} of the 7'vinl Associnttan Vsase, in persan ar hp praxy, the
assassmrnts rr chnrgrs: (iy) spxcia! assessmenLs. auch assessments ta bs ssla6lished und 6udget shakl bis ratiCesi, wheaher vr not n quarum ss present. [3nu1 such timc as i}se
cotlecled as hereinaRer provided; and (iii) speeiFc assessments cstnbfished pursuant tv OWncrs retLfy a 6udget fssl3owing [3se eequirccl notice as set fvrth abe+MC. She tsusigr[ in
the terrns af this pac4aratinn, ineluding, hut nnt limited to, reasonah1e fines impbsed in effeet far the lhen turrcnt year shall tnntinue in eLfect.
_ accasdanee wiih the terms aF thss beciarntivn nrtid any applicable 5;srcinl f3eneCit 44 Reyiaed E1urlvYt [f the rnancial circumstances oCthe Asseciniivrr
AgSeg5iRCnL4. [T18SC[16IIY cts3ags durinS nnY Year, the fioard maY PsePare a reWisrd PraP°sed budget for
the balance oFthe yeor, which propased hudgei ahall be mniled to each [3wrter wilhin
Rrvenvnlk,[: R.r puga 7 0j33 krvc~fkC C lir R°Se d cf 37
. 1 ,W,n„ nrr 711 ini 0 [aara ieaas.a nv21031 ooc m V95
~
raL. 17-5 2 pa 032 2 vnt 1.7:~2nGcoa23 `
4Pslfi.,y (36) dayS aReY ii5 iidOPfIaR by I~C Qoard nf1d A rrleCliffg 9SRIte O-ers ]v Cnnsldl'r 4,7 2 The kisn prnvided far in Shis Artiele slsal] hc an favnr oi'ihe
eatificasivn nf the bus3get in the snma maaner a regular nnnuu[ budget shall 1e sehededed Assaeialion and shnli he for thr benefil ofull vthcr Ci+vners The Assacsa4nn, a¢4ifg nn
es seR !"arth in 5eetian 4 3 abuve. The [Saard sliall cnuse nsiy raiiCed reresed budget ani! 6ehalFof the Clwnrrs, sliall hnve the poi+rcr tsr hid csn the C.o[ ai any foreclosure sale ar iQ
ossessments io he deliveaed io eaeh member at kast lherty (30) days lxfarc trieir sEl'eciivc acquire, ha1d, 4ease, martglige, ar eonvey i he snme
dale
4,7 3 1~lo awner may nvai~e or vlhtrwsse exempt hsmself Cram li~bili[y
4,5 ecial Aacecsmrn~ lr~ addiiiosi t4 thc ather assessments authanzed ~ fnr the nssessmcnts prgvided for hesein, including, by w1y oF ii[ustsasion, but nat
hercm, the Associauan may levy speeial assessmen[s Cor sxpensea sueh as, hut nvt fun'slatiun, ahanr3anmeni oF the Lat.
1imited ia, capiial improvemenss Frvm timc to 4ime if npproved at a mectsRg hy awa-3liirds
(213) af the Tatal Assaciation Voie. Sroccinl asssasments sholf 6e paid us detemi'snrd !ay 4,7,4 Ail payments shaq 6s opplied fiTSt to cksts, fllCll lq 4.11C CIlSPgCS,
shr F3aard, and thc Eioard may }xmtit specaal asgrssments ta bc paid in insinlEments thcn ta inserest nnd lhen lo delinquen[ asscssments
extending beyvnd thr GscaR year in which ihc special ussessmrnl is impased.
q_g Dntc f AscrssmenLs, Tlic assessrnents provided fos
46 Lirn ~Par Asxssmrqt9 A1C sums assessed aga'snst any f_ot pi:rsuant tv 4hia hcse'rn sha[I commenrc as to aLat suhjcci tD this Beclasatian on the fErst day oCthr manth
I]ccl3rarLan, tagethrr cnsh lacc chargrs, interess, evsts, including, withou[ limiratign, fapowing canveyance nfsueh Lns tn u Pcrsan ather shnn [7relnrant Ths firss annual
rcasannhie nttam=ys' Cees actually incurecd, us pra+vi efed herein, shull bs securcd hy a Ircn [usessm=nt sho N be adlusied nccorJing ta the number of mamhs lhcn remSiniEig un lhat
on sucfb [,ns an Znvar af qhe Assoctation. Such I'sen shall 14c superiar 4v all ntlicr Icens and i'iscal yenr,
erscumbrnnces an svch Lnt, except !'nr (a) liens far -ic1 valnrem taxts, vr (6) liens far all
surris unpaid an a fsrs[ Mnngage ar on nnp frlorignge ta f)eclarans doly recardesl in t9u 49 5nccift.r,ASTCSSn!rnra [n addrtion to the geneml aiid speeiaf ussessnients
eecards nF Sga'kane Caunly und alf amvunts advanced pursuant to such Martgagc and , autlined abssvr, the Eiansd ahall haerr the {aowtr tn levy such apeciPie auesssnents pursuant
secured 4herehy in accoadanee with ths tesms oisuch insteumcnt. Al[ athrr Persons ' to this Seetion 4.9 og, in ils +liscrrsioss, ii shap derm appropriata. A6l ather srrms nnd
eeqUinng liens rar encumbrnnces on pny Lat aittr the recnrding vf th'ss Declaratian shall conditions af ihis I'+nieke 4 relatmg tu genrmi nnd speeinl nssessmenrs shall apply s4 thr
be deemcd ta carsaent that auch lssn9 ar eneum6rarfcea shaU be inferiar to futurs liens far levy qnd euliection aFthe speetfis assessments cavered herehy iLnd the Assnciation shnIl
assessmencs, a4 pravided hrrcin, wheSkier or nat prior c4nsent is speciritally set Cffrth +n have alk powees and remediex fvr cnilecliva arsd rrsfarceinent oFsuch assessmsnls as are
the iri5tsumen[s carat°sng such liens vr encumbranees. applicahlo ta ihr generul and special assessmeals sei farih nbove. Fines levicd gsarsuant
ia Section 12 l rsf tlsis Declarntion und the costs vf maintenancc perfanmed hy ihe
47 EffulmENU~~ymenc Qf Asg qny Associntiqn for Frhith 4he Clivner ig eesponsible under 5ectians 5.3 and 5.4 nCkhis
assessment ar installment thereof dciinquent for nperiud ofmare shan ten 0] dziys slsall E [Jecl9mtian shall be spertfic assesamertts. The [3nard may nigv speeiF'ically nssess
incur a late ehArge in an amaunt as the Baard m4y fr6m time to time de[ermina nt 47wnera foe Associativn rx(icnses as fallvws`
Ass[scralian shall causc a natize vCdelinquersey ta be given to any mcrnher wha has na4 ~,ry ~ S~fial E3enef~t(.~, c~s_sfficts~ Na[wiitistQndting thc erqifirea~ent ~hat
paed wishin ten (IQ) days fol4owing the due ddte. [f the assessment °ss nat paid wilhm annual ussrssments sh~l1 be ~e~ird equallp on ali simiiarly stiuaScd ~,oss pursuant sv
shirty (30) days, o lien, as herein pramided, s'hall attneh and, in addilicsn, 4IIL II[f1 SIIRti i:ultiJe mlcrest set hy 6he Elaard frtsrn limc tn time, [sn the pnncip:sl umnunC due, kau 5eclivn 41.4 heread, lhr Assnciacion shall allacnle the eosts of eotsstrueung, aequiring, or
ehnrges, casts nf colfection, tnrtuding, withoui lirssiiatian, reasannhle uttocneys' fees isiairstuirsing thc Spccial I3eneGt Camman hrens amnng the Speeintly E3snrFiled !_ets +n
ue[ua41y incurrcd, and any bther nm4unss providcd vr perrrsilted hy law, aecardance wiSh ths 6enrfils received hy sueh Lass end in nny monner that Ls reasonabty
fair and rquitablc, and shatl lewy and nssess ugnmst such $prciaily Beacfited Lois a
4,7.1 ln the sdent Shnt the assessmenl renmins unpaid 6[ler stxty {60} Speciol IIenci'it Assessment.
days, thc Assaesaiivn may. As 7he IIaard sha1l determine, instilute surt ia cvllect surh
amounts uns3lor tn fnreclose its Iien. Eaeh f]vmer, hy arcepEance nFa deed ar as A pany se , 4.9 2 Uil[OllnI B[f3C~i~. 'Cw.fIL11SCF Of 1I1C AS50CIA[I431 IYlat LKS1e[l .7II CQtS,
any alher type oCcanvepance, rrests'an ttie Associativn ar its a gents ihe right and power [o but that dn nrrt prawids un equal beneCii to all Lnts, may }u assessed equitalr;y nmong al9
bnng al1 acSions agasnss such Owncr personally, For lhs ea4lection Qf sveh thaeges ns u Lots mscardin$ to thc hene['it sseroved.
debt ar to forcelose thc afaresaid lisn in thc snmr mnniaer ns o+her liens for the • ~ 4.10 fi3ltl~~isits~stun~,.[ZC~IaGI [tLGS~n.![a3 ror sv fong a5 thc 'L)eclarans
' impsr~ve~icrit csf real prnperty. ` 3ins the suthanly [n appoint the direelvrs and airicers of the Assaciation, Declarant rnay'
~ (n) adwance funds to lhe Association sufGciessl to sa[ssfy tht dtGeit, iFanp, heeween the
acw51 operating ex{xnses of lhe Associalian (6ul speciCicnily not including on nllosatsan
Y HnrnwCl#. C[: 14a page 9 vj37 ' RiverwalkC C Rs 1U3e IO uj J7
j 14071 1 IaM.7 qV703+IY7C a71lP$3 , 11497111a64-2 AY7071f%]C 711 1NS
ru~. 1 'i 5 2 (.l j 2 4 Y~l. 1 ~r 5 ~PAGE 0 ~ 25
fvr capital rrservcs], and the sum aCthr annun9, specia4 and spiteilCie assessments callecled maintennnce, aepais, or replaeement oCisems for tivhirh such [Jwner is respnnsihle °
hy lht Assacinlion in ony fiseal ytnr, and such ndvnnces slsall 6a evidenesd by hrreunder, the AssaciatiQn shalf, except in an rmrrgency sisvmlon, grve che (7wmer
promissary rsnieg from i1le Assvcinsion in favor af the L]celasant; ar (h) cause ikie writsesr notica af ahs Assoeinyion's intent ta pconide such neeessnrp:nainienance, repair,
Assvciation io hnrrcaw sueh rsmounf fterm a eommercinl lending instim[ion nt iEie shen or replacemenl at the qwner's sole cvss nnsl rrpensc. The nohee shall sei fonti wsth
prevailing mles far such n[aan in she local area af tlie Comenunity remanabIE p:srtisulariiy She maintennnce, repairs, ar renlncemenl deemed necessary Tlze
47wnrr shall havr ten (10) days aflcr rescipi af sach nohee wiiliin wlucls 1o campfete such
maintrnnnce, sepair, or replaeemeni, or, in ihe event shat sueh rnaintenanee, repair, or
repfacemrnt is nei tapable of campletirsn within n Ren (90) dap pcriod, ta cdnimence 5uctr
wnrk which sha[1 ~ complrtcd ws[hin n reasanahlc time. if nny [3~vsier dves nat eompfy
~~TI~~-~ ~ ~aiih the pradisians hertaf, tf~c Associativn may pruvirSc any such mainienanse, sepair, vr
MAtiVTF.I+~fA[!iS;F~ ~'~7~~YE~°!~~~='~ ~-~~~~N-~!REAS `I"6 .455[5~'1AT1(]P{ replacement nt sueh C}wner's sale cesst nnd expense, and alt costs shall be adderJ to end
becams a paet nFthc assessment sa which such Ocvner is subjret bnd shall beeome a fien
5.6 j~&spc 's Resrsansibilitv. The Assncialian shall mninlain and kerp in ogain,t the Lat-
gaQd rrpair ihe Cvmmon Areas Thia rnpintrnnnec shal6 inc[ude, williovt limitation,
mmntenance, rrpair, arsd rrpfneement, suhjert ta nny insumnec ihen in effect. vF nlf 5.$ r.~.~YS.]fAfltS ^Fr'~m,..~„ A.rnc nnd SorriRl HendiZCDmmen _ rcas hv
Inndscnping and impraverrsenss situntzd nn the Cvrmmon Arras. 71sc ,lkasociatian sfiall p,~5],1rnn[ 1a Associatinn.'i'ha Declrsrarse msy SranSCcr or canvey to ihe Assaciasran any
nlsa mointnin; (L) ell entry featurCg Por ihe Community includins the r"nses far Gvater pcrsanal prapcrty snd any impraved ar un'smproved rcn9 prvperCy, [esschald, easemrnl, or
and sleeirieiiy, iCany, prorided ta ol! such entey features; {ii} landscaning orI gmn qq other proprny inierc3t. 5ueh condsyance shnll be ntcepttd 6y tlte Associaiiqn, arsd 1he
instnlled hy lhc S]eeluran4 whiah is on Comrean Areas owned in Tre hy the rlssocjetian vr ' praperty shafl thereafRcr be Commfln Arens ar Sgeeial f3sn¢C~t Cammvn Aarns, ns
an pmperty where an easemrnt has heen granted to the Assoeiaiion; and (iii) ali faeilities designatrd by the fhckarant, So be maintained by the Associntian. Destaranc 0311 nat be
servistg tkie Community nat dedicatcd sa ur maintained 6y a publre entsty. llse Camgoing rcqmred to muke any imprvvemems whatsaevcr io pranerty ta bc evn*rryed and acsepLed
mmntenanca sluall be Pcrfarmed eonsistmt w'aih ihe Community-4Vidc 5tandard. parsussst so this Sectivn.
52 1Silv[l. ne Assveiaiinss aliall have iha right. 5.6 . A Commnn Arem may nnt be ronverted
btit not lhe nbligaSian, tv mainluin othrr proMty nat owned by the Assoeiaiivn, whellier by tlne r'Issoeiativn to a Specinl 6enefii Corrmion Area wii4iaut sfic eoirscnt of two-thircLs
within nr without the Cammunity, where the Eivnrd has detcrmirsed that such maintensnce of ail pwnrrs a.s well as Iwo-lhirds o('the 4wne*s nf'the Lats ihat would Ixcvme
wuuld 6enefii al1 (3wners Wuhaul limstniian of the faregaing, the Associat'son may enler 5{5ecinlly BeneGtrd Lots and bs speeia1ly asscssrd Cvr surh 5pecial I3enefst Cammon
into a,vint maintenance zigreement with adsaining prvper3y oimrrs or associhtivns for ahe Area. A Special IIeneriS Comman Aren map not be condcrtcd to a Common Area far the
repair, mamienancc and repl:rcrmmt aeshnred fncililies or athcr property. use oCnll Owners wiihoui lhe cnnsent Qftwwthirds of all Ownm as .vr16 as two-lhirds aC
tfic {]wners or the Specia4Gy DeneCited C,sats that have ~Senefiled from svch S~cial [~enefit
5 3 Qmm~~ -aitted ]~y f7ivner in thc evcnt that lhe AssaeiaSion determsnes Comingrr Area,
lhnt the nerd Cor maintrnanee, rcpnir, ar replaeemenl, svhieh is thc respansibilsty oIF the
AssnciaSion hereunder, is caussd ihraugh she willfut or negligent aci ef nn Qwner, vr she
Camily, guesls, Ies5ees, ar inuitees aFany Owner, lhe ehssacwlinn nioy perCvrm sueh
mainiennnce, aepuir or rcploccment at such pwner's sole crsst and expense, and nll costs
ihereaf shall 6a odded ta and beeome a part of ihG nasessment ta which such Owner is Af;'i'1CLE 6
subjctt end shal9 become n 9ien agninst thc [.at o['such Qwner. 115ERFS'i'RLC1 fC}N5 ARfU JUJ E5
5 d Qwn~C's Reeuansibili[1 Except as pravided in Stciiflnq S I, 5.2 and 5 3 6.1 Qcnem 'Sii=. Tlses ArtielF, 6egsnning at 5ectirsn G?
abo ve, oIB maintenance of any 4at nnd a11 siruc[urES, parking arcas, landscapsng, aad oGhzr scls nut certain uu rassriclians which nsust be campfied w'stli 6y al1 C7wners ond
impravemen[s ihertvn sogether svith the iandscaping on any par'king stnp fronting any UccupsinLs. These use sestrictians may vnly hc arnendcd in ihe manner prvrided in
such Lat, shafl he tht sale respansibiiny nf the Cfwner thcresif, wha shis l! prov ide 5ecsian [2.4 hereof regarding amrndmen4 oflhis Deelara[ion. ]n sdditivrs, the 4oard
mainlenance eonsissent wsih the Communily-Wirlc 5londard aad lhis I]aclaratiqn, In the mny, feam time to sime, W11I169t C4[1SCflt OFlI1C OWSICCS, promulgate, mvdiEy, or defese
evenc thnt the Boprd vf L54rectrars of the Asa+aciation descrmines that nny Ownrr has Ftliled " other use reslnetiorss nnd rules and regulotions applieable lo the Communrty. Such use
` rr TefuseS to disehnrgc prapertiy any af sueh Owner's obligulions with regard tv the restrictinns And rules s3+n11 be disirihuied tm al➢ [3s+mcr& and Qccupants privr to the dats
R„"~11 CeP,, Mr f 1 oJT1 Rtrrn.nfLCG Ra pvsa az aTra
1:4011 iise+a nYaa~? DDc »n ins 114011 rop"a n"fi[rOC 7/1 iRs
a •
17 ,5? Ph03`? 6 raL.1 7 5 4 PHE 0 J27
e
ihat thry nre to breame afFaesive and sha?I lhcrcaRer he bi ndirsg upo n a€I C].vners and 63.5 Any change So the exlerinr color of Any impmti•emcnt Rvenled on a
Qeciipants unti4 nnd unless overrulcrl, canee4td, 4f []7¢dIfICd lil fl[CgIII3C i)f SflCC4aI Lns, including, iviihaui limitalioa, the dwel}ing, mus[ be app roYed hy sha Arthiteetvral
meeling by a ma}orisy vf the Tntal Assveiauon Vpte Review Cvmmiuee.
6,2 Rc1yd=jAlJU51 ErcepS ns prvvitled in ihis 3retion, a41 L.oss shall bc used 64 Slrm. No sign aFany kind shsH be ercered by an Qwner Qr i7ccvpnni
for single-fnmify residentsut purposrs exelusively witli the cxeeplion lhal eerfnin hvme within the Cmmnmnily ►viihovt the priar written consrnt a[ Lhe Architeetura3 Rev iew
aceupuavns will be permitsed, su1ajeer tn the guide4inss and eutes esmhlished 6y the Commie[es. Nanvithstanding lhe forrgQing, the T3aard and the Uee3ararss shafl have the
$srarei. Such hame accupnSions may'be limited to ceHoin bua`srtrss usss, shafl not crcase righl to srecE rrasanahk and appropa6ate signs ineluding, wishaut 1imicasian, signs rePated
any distur6arste, naise, ar uns°sghtliness, shap nnt unduly increase trafTic [1nEW or parling ta DscSarani's deve3apmens nnd msrketing of residcaces Evithin the Cammunity ln
cvngestinn, and shall nnt br in Ivivlution nf any oP4hc pnsvisions af the L7ec1aration ar orldition, "Far 5nlc" and "T'or Ren!" signs and security signs cansistrnt wnh the
Bylmvs Use +sFthe Lo[s shall in ult cases hc in eamplianct wiah ali npplicoblt laws, Communily-Wide 3iandnrd and any signs requaed hy icgal proceedings nsay 6e ereeird
ordinances, rules und regulatiana upon any l.ot.
63 DjuMne sndeLandsrnnine RtttuirentC AII 6eSEdcR6C4 &5 Yshisie . The lerm °`vehiefes° as used herein shnll aneludc, wiihflut
eonstructeJ wnlsin the Community 6y any Person nther than i7ecinrant sha[1 bs subjert tv limitatipn, automa6ilrs, vens, campers, [rucks. buse5. Qnotor homes, yrsnbilc homes. haats,
[3csign GuidciLnes whicli muy cndee ihc minimum siae, archiiretnml ssyle, ssope af leailers, }mrsa'b1c oircmii, matarcycles, 5nowmvlri3es, mini-bikes, scaosers, gn-cans, arid
improvemenis, quality uf design, nnaierials, +varkniarsshrp, nnd siting standards. Such uny Olhtr 14wtd Or Sslf prgFullcd transport-t[ion [ypr vellicle.'llse Serm "passenger
Des"sgn Guidelmss ahall br estahlished by the Archiiectura! neview CommiHec Cnr l4se vEI11CI[9" i!9 USC(I Il[fs'IiL SI1II3I IRCIUSj4 ptLiZflgzi LISSOfiSi7bIlC3, rnns, smal6 trurks.
puspQSr oFcsinhlos'hing n Comrrsunity pf harmonious dcsigii. WilhouR restrieting Qr I mntorsyclrs, and aicssilnr sype vch'seles vscd rcguEarlp and pnmariEy as sranspcrniiiion fDr
limitmg the autharity af the Architecturai Rev9ew +Commistee purxuant to Scetinn ] S 9n I the {]ceupants of the Los. Vehicles used ior rammer¢ial ansi rrereasiunal purpiases are not
appmving or Jisapprnving vinny specific propogal, the fallowing restcictivns shall apply , e4nsidered passrnger vehisSrs. "Parking arcas" sha4l refer tg the numher oCgnrbge
io the Cammun=ly in generbl; parking spaces and driWewAy ureas in frnnt ofgaragts Eiewrner, driaeway arras shall bc
cQnsidered "parlcing areas" !ar passenger vehicles anly nnd anly 1n the extent [hat
63.1 Any residence or vthrr slructure erected or plueed csn any Lot sfsaIl gufficient Twrking spaces ore nol psavided in du glrage fur afl the veliieles used hy the
te cbmple4td as to extemal appearanre, including fin'sshes3 paintsng, wilhin six (6) f7crupants vf ihe l.ut, •
months o[ler the date uPTOmrnenrement of canstruetinn. All fron[, side and oenr yards
landstaping annst be ccsmpleted wiihin orse (6) pear from the Jate vf clvs'sng of the 65.1 A!v veh'scEes uther ihan passenger vehieles i¢i regular use niny be
purehase of the residenee hy 31te Owner fram the Dtclprant 4r any 9tfser builder, parked on flny Lnl ar {orsian 4f 1he Cammunity, except In patScmg areas on Lvis, or in a
urcened nrea nrs a 6ot, lF9LCH SLftC41[d OFCA lS PS3Ff04'Cd by IISC N7dCI11SeC4UrtfI R CVlCLY
(1,],2 5elbick requiremcnts rur o11 Lots s11a11 he as prov'sded in applicable Cgmmiitce. Any vehiele regularly {sarked'm an unapprovrd nrea ur for Ionger than
rrrdinanres of 5{o kane Couis[y. , twelvc (12) cvnsecutive hours shall hr rvnsiclered a numnec nnd may be removed frarrs
the Commumty.
633 All hamcs within itie Commun+ty sliol6 cnntain a garage, carparls
shall not he pereni[ted L[lI[53 OlY1CRY55[ IIf}RfUVGd bY the AfCI111eCtliTSl IlCNICW 652 Passsnger vehieles parked nvernighl or fvr rnvrc lhan eighS [S]
Crsni mittes, alI gnragea must 6r aitached sn, ot +rccarpara€rd in and made a pnn of ilia consecutive hauss shsfl 6e {sarked in gnrsges Sa the extent tha[ garage parking nreas um
resicicnce rnnstsvcted upon a Lat ]n gronhng waiverS ta th+s requiremrm, ahr pradided and nat viceupied by ather vchiclra used hy ihe Oceupnnt oF the L.at, Nu
Architeclusal [teview Cammittee wsll eansider funciionaE neccsstty aiid arehilcctural passenger vshieles may 6e parked r+n any Lot or portian a€1he Cammunity c.seept in
desirahilily "parkirig areas" as defined i n chis Seci ion.
6.3.4 N n frnce, fencing-type barrier, ne tsedge o Fany k i n d in cxeess aC , 6.53 Aay passengee neh'scle which is msspera6lc nr unlicensrd pnd nul
sirc (6) fees high flr extending min the frant yani vf ursy residence shall bc erected, atlowtd capable nf us<nn the public highvmys and which is paskcd ort any Lot for a psriod of
4r maintained ugon any Lat, wilhcsui the prior ►vr'stten evnsent oF the Arehitecturrsi marc than forty-tight (48) h4urs shall bc ireaier4lhe same as a nvn-passenger +vehiele and
Review Cbmmillee tl ny such Cencr, barricr, eow of lrcts, or hedge shail be striedy in - shalE be considered a nuis5nee and ma y be remQVtd fram the Communily.
° s9mplianES wiLh []esign Guidelines established by the Architeclurat Review Cummittec,
which staridards may provicle fnr limited secsptable styles ondlar speeiFicativns. 65.4 T7ie }3crwd s}iall adop[ nnd mnintain eurcent rules arsd regulaSians
canteming the parEting and starage of vehicles an any Lut nr any pnrtian oF the
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Cammunisy Sai~l n11e5 pfC S6 prvScCt the Community Ftvm lhe pCalefs9'sa41y ndverSe ~ r ~ ~ P~~~ ~ ~~S~
thc vccupanls of sursvunding pmpcsty, No illegnl, illicin, nexivus ar ollensive arSiviSy
impacts nFdehiclrs on thr Community rnvironmant and to neeommodois Lhr rvalving shall be carried nn wiihLn Ihe Cnmmumty, nor s'hall anything be done trnding ta csuse
naiure and use of such vchislea. Such nslrs nrsJ rrgulations may provide far excepsiuns ~~1~nrrsssmens, diseamfvrt, annay~nre, ar nuisancr ta nny PersQn usmg any presnerty
ancllor modi~sasians to l.~e conditions o~'shis Secuvn as deSerminsd in Ihe sole discreiirsn withiii lhe Cnr~tmuniiy, 6Vithdui limiting 1hr generalify of lhe foregoing. Ro speaker.
of ~tie Cinnrd Tlta Board shall rule on any Jispule as 10 11sc inlerpralali~sr~ pr a~~sEieal~an f4Qrrl, whiStSe, siren, he3l, ampSifire c+r vUaer saund d=riee, esceps such ~Jevices ns mny be
of thse Sretivn nn~l all rules and rc~s~lations es~ablishr~ 6y [he [34nrd +vitla Tes{~e~ ta i uscd cxelusively far secusjiy pusqroses, simll be lacaied. insia4led ar mainiained iitxtn ille
vehieles ~ exterior of any Lai unlrss rcquirrd by low oe un4ess specifica[ly opproved by Cht
66 Yshidc5 tjn Cemmvn-6rS,-sS- Na motorizrr3 vehicles sfsnl] bc FxrrniilccS on Architectuml Review Cammittee.
paihways or unpaded Comman Areas exrept vchicPes berng vsed fur [he limitrd purpasc 6 a s ,°['hr pursuit oPhs~h6ies ar ather
ot apCrflling and main[a'sning ulililies. QcS`saitiCS, inc3uding spttiCcally, svGthout liinitmg the generaliiy of the farcgving, lhe
6.7 LstiSiaE. Lats maY be Icased for residential purposes A!I 1eases shaN hade ossemhly af and disassembly oTmolor vehieles and athet mrchanicol devices, +vhieh
a minimum tcrsn of at kust three (3) mvnths. Atl 9eosts shal] requirt, iV1lIlOL[ tl[rEt[OSSoR, migh4 Rcad to cause disorderly, unsig4sily. OP fJ11ICCTnp[ C4RdISlQrt4, slsall nat be undertaken
ihat the iennnt neknowiedge reseipt af a eopp of ihe DscEamtiun, Bylaws, and rnles and au[sidc aPhvmrg nr garagss. Garagc doors sh311 bc kept c3oud at all times unlesa ltiry are
rrgula[ians oCihe Assnciaiion. The lensc shall aisa a6ligate Lhe tenant [o comply with ihc in use. [n addilion, ihe stornga nfequ'spmcnt, macFrincry, conatrucRians suppCies or ony
foregaing ond shali Qrv++ida rltol in the event oCnvncnmplimice, ihe i3narc[, in add'+nan ta simiIar mnterinl an a LasE autssdc aCthe hctme and gorage canstruetrd thereon ds siricHy
any oihcr rcmedees available lp il, may evict ihe tcnnnt on ksehalSoC ihs f3wner and prnhLhitcd execpt as reyuired during the remoeldin6 or refur6ishing af'snsprovenierits vn
speciCeally assess all costs associntrd iherewish agninst the {]wnee ond 1he Owner's surh [,at and then far nat morc lhan six ty (60) days
propxrip b 12 6p1Cnt]IIS- Na te3ev is'rna or sasliv nntenna,1vwe r, sasrtlite d3sh, nr exttrior
6$ QMn1nss l3ound. 1111 pruvisians af the f]eclar•stinn, Elylnws, ancl af uny Anttnaa af assy kind shai1'6e plnced, aUawcd, ar maintuined uptsn any Los or iLny port ivn
ru1es and regulatians, which govern the eanduel Qf Owsiers and whicli provide for of ths Cummvnity w'si houl the prior wr'stten cansent af ths thrchitretura£ Rcyiew
sanctians n gainst Owners shall blso apply to oll Qccuparsts. Fines may he bedied against Camsnittee. Ench Owner and O"upant ackrzowledges ahat this provtsrare 6enefits a!1
Qn+ners or f7ceupnnis lf a firse is firse leried ngainat an Oceupant and ss aat paid limely, []vmers nnd Oceuganss nnd eaeh C}wrter and CJecupnnt agrees tu camply wuh this
ihe fine may rhen be levied Bgainsl tlle Qcmer. ptowision despite the fact that the exection of anoutdoar anienna pr sim`slar denice wauld
be the most tost-efTective wny to trarismit or rcceive the signais saught ta be transmisted
6,9 Aninarilg iNv animals, livestDtk o r pasiltry aiany kind ahall be raised, or ree,:ived.
brrd os kept 'sn the Community; praaided, howcuer, thnt conaencianal haussha1d pels moy ~,~a Trr.e Remn~l No trers [h~l arr more than six [6} in~E~es in diameicr ot a
he Lepi an n Lot suhject Io the follawing rcsicic4ions: f~ets shnfl nat hc kept, 6rcd or
mninlained far nny cammcreial purpases. Qwners shall'he respvnsihle fvr 4he immediatt paml thrce (3) Feei nbavr ihe ground shall'hc rsmbied wilhvut the pnor .vr'siten cvnsent
cleanup nnd removnl nFnkl feeaE matier depasited hy pets nn any properSy vther than Shs oF ihe A rchitecsueAf Reriew Cammiltee Noiwithsta nsling ali af 1he above, no cvnsent ar
Lat oF trie Owner vF the pat Pets shall be cpnfined in the C3wnee's L.at in o dag run, Qr npprova4 is requ'sred Par ihe removul by an Owner of nny frces, regardlsss 6f their
OlI1CF'WESE, unless rsn a Irash ond arcompanicd by a respansible persan N9 iIOrtleSliC pSC d'sameser, [hnt ssre Eocnted tivishin ten (10) Cset o!`she aEVner's rasidencr
maybe kept iF it is a source oCrsnnoyanee ar a nuisnrsec T'hc 13ogFd shaSl hnve 1he ~q ~aleh 6asins and dr~in~ge areas are for lha pur~nse af n~tural
autharity lo deterrnine whethcr a par3icu4'ar ~t is n ~iuisnnse nr a souree nCannuyance, ~low vCwai~r vnly Ilca obstruetians ar dehris shall 6s gla~ed in these are~s. Na [3wner
nnd s~sch deteemirsaiion shn11 4~e finnl and conctiisive. PFtg shal6 he astended at oil times or pcCUpant may abslruct or re-channe4 the ~lrasnage flaws aRer 4ocad~n nnd installation
and sh~ll 6e regis~ered, lieensed ar~d ~nocu1atesl frani time ~o ~3rnc n~ recquired by law af dminnge swnlss, starm sewess vr storm drasns. []eefarant liereby reservcs far the
d;p hfilljmr,s, Faeh Qwner and flceupanl shal1 prenent the deaelapment of benefit af Detiarsnt and lhc tlssvcintinn and lheir respectiVC suecessars and nssigns a
any iinclcan, unhcalthy, unsight4y, vr unkzmpt eandilion an his nr her Lo[ Nss Lot sholi perpctunl easerncnt acrasa all Cnmman Arsns and Lats Car the puqjase af maintaining or
6e uxd, in Whole ar an part, for the stnrage vf nny prapxrty or thing ihati wi4l eause sucft oltering drasnage ond wates []aw.
Lot ta ap{xar ta be m an unclean or untidy conditivn; nor shall any subs[ance, th}ng, qr 6 15 'go. A fl praperty locnted at strcet insrrsecsiuns
material be kept that wil9 em+t foul or vbnvxious 9does ar that wili cause nny noise or , shall 6a lisndscapxd sa as ta permit saft sight aaross lhe street carners N4 fencr, wakl,
~ other candisipn Shat will ar might dtsturb the peace, Ruiat, saCesY, comfost, ssr sesenisy oF hedge ar shru6 planting shall be placed nr permiticd tv remuin wtsere til wvulti crcase a
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ira('{ic pr sig4st prahlem as dettmn+nsd by thc Arcfiitcetutal Revsew Commiitec iiz itS sale Arcliitcctuml Rcview Cammitiee.'Ylsc Ftrehitccturs1 tLeview Consmittee mny d'ssallow
desereai~n. any swimm'sng poal ar hai tu6s whirh t1le Cornmiuee determines wtll be ransrorp la the
6.16 Qbest intesrsLs af she Community. `1'he ~1rclxseetural Rrview Camrniiiee shall havc dic
~~~q~~,~~ A1l gnrhagc castis, ivaqdpiles~ aEr- sul4jarily [n estnblish ruleS and rcgulai~an~ go~cming She usc af nny such fneiLties.
oprrnticsn nf Itse Consydemtions shall inciude, hut not 6r lirsiitesl tv, iiie visu:sf ans! au~liu mtrvsion sucli n
conditioning campressors. m:schinerY, equipment and aiher similar iten» rcl9ted ta the
residenre sh~lY ~ 5ocated or s~rrened so a5 ta tte cnncenicS f~am W'sesv faeiliSy un~i associated aciivi~ieg wpufcl have a~ surtaund~ng residences
Gam the strceL ahu«ing the i..ot on which suel+ items nre Ros~ted. RU rubhLsh, trasli, ond ~jlbnres,. AIE maiihvxrs tac~~rd an [.ats shall be a~a style ~p,~fove~i hp
$arhn ge sliall tx regular6y rrmovesi and shn l! nsst he allowe~i tn aseumulnle. Trash. ~~e Archssectural Review Commiiree. 11ail~xcs shall b~ astaehed r~nly iv siands
gnrhngr, dcbris, or other «asse mauer oSgny kind mr~y nat he bumed withrn the
pTavidcc~ nnd ma~nia%nrd hy the Rssacint~an'sn des'sgna~ed locauvns.
~'amrnunity. Thss Secliaa 6 16 is sut~ject to nll ri6lits geanted on+l seserved pursunns to
6 24 C.c~111S5llilts. No extcriur cl[~t4icslines aC any ly~ac s}inll kre pcrnsiiic upan
Scc[ion 11 fi ~lnw,
qt,
5.17 5s1~*ds~i5i4~RL[.€~ Ma E.at sl~nll 1~ subdiviclyd er ils tu~urjdaey 1u~es any L
chanUed c~cceps with the pric~r wriisen apprvVal af t!~= Architectura~l Asvie~v Carnmstire . • • ,,t+~Q rxte rior servriiy deaices, inc1uding,
1Jeelaranr, huwever, herehy etipress6Y rcseryEs the righ4 to ze-plnt ar~Y L.QS or ~-o_s vumed 615
Lsy pcelarunS. Ahy luch divisinn, buundarY 1inc chnnge, ar re-plattinb shalf nat be in wiEhvut limitnsian, windnw bars, sha41 bc permitard on any residenec ar Lat. Signs placed
Violativn ni' llte uppltcablc strbdivisiaa and zaning reguSattons an ilic C_ot or the exteri4r aCthe residenec slating Sliat suclt rsEielenee is psaReeled hy a
security syssem n~e pem~issihfe.
b 18 ~'r1W5 ~"'~e wse raf E'irearms in itis Cnmmunsty Eg prahibited. Tlie term ~~d-Sa1~Es[l~• [Intil l]ecRnrsnt's rigk~t unilaserapy Sv
"fireamss' iiit4udes ~~it1iou61imstntian ~3E3 guns, peprs guns, and fircanns o[ nl4 [yprs. 626
su4jeet ~pmQerty tb ih':s DeeEarnlion ns pravided in Article 9 tcrrninatcs nnd thrrcafler sv
g l~] Fdtilitis~. lvng us []eclarant nwns ony propcny in the CommUnity far develop ment andlar sale, ihe
reslsielions set fs~rth in this Articlc fi shall nol ~ apy~lird er ititergresed Sa os tv prevtnl,
fi 19 l E:x~ept ns may ~ p~=*~~1~~~ bY 1hc Architeclural Rediew
Commsltee, na aver lt inder or interfere w3th development, sanssruction und sales aetieiGes o f L7ecli rsnt or any
head utdily lines, including lines for snhle tclevision, sholl 6c bwldee flr de~elopsr a~praaed 6y 17ee1nra~si.
permit[ed ►vilhin the Cammuni4y, e~ceept fat lem~arary 5ines as requirnl during
cOnSlCUClson AT~'f9Ct.~ 7
G 19 2"1iic use ar pri~+ate s+ells and ~vaser systems wiihirs i4~c Consmuniiy stvSilFZAAt f' ANiI ~~A56gAi"_TY
is praliibiaeil. ln additian. [3~vners are subjact so and shAlf camply wsth ceriain canditivns . [~~ard ~f Directnrs ~ir the duly authori2ed a~en~
❑r appravnt uf Spokane County witfi res~Ct [o se~v¢r and stormwnier consral faeililies as 7. V lilslli~~Cs
sci iorth on the applicable plaL af the y~hase +n ~uhich such C7wner"s Lot is locatrd. of the Association shall have the auiharity dv and shall ablain or cause tti be vbtained
insurnnce as foklows.
624 T.iL'htiriL- ExcsPt ag may }e permiiScd by the hrehilectural f3eview
7.1.1 p~~~ shall a~tain is~surance ~~ti all iasusa6le huildings ~nd,
Coinmittee, exter»r lighlsng shall na] 6e permistsd execpt Car {e} tFVV (Z) dzrarative post
Comnivnity; (iii) ~where ihe f~aard deems lhcre ta he a rcusonnble nsf¢, othes subs9ant;al sirue4ures v+hsiher
lighis, ('si) str~et lighis in canC9rrnily ev'sih an e3l~ibiished street lighiing prqgrun+ for the
seasanal dec4rat'sre light~. os (iv} front hfluse iilumin~ciarv aCmvdel or not sueh buildings vr s~ructures are ioc~ied vn the C~smmon Areas nnd ~Yhieh ~fie
lic~mes t]Sher dccoratiae y~asYl lighlsng slsall he pcrmissible su4ject [o prirar appraval af pssociaSion is ohligated to maintain. lnsurance on hwldings slsail providt, at minimtsm,
the Architeciuea~ iteview CQmmrttee fire and extendesl eoverags, including vassdslism and rrsaliciavs naischicf, nnd shall be in
624 No nreiririuf an amvunt suliFeicns sa cover the ful4 rzpfacrmrnt coss oFaiiy rcpair ar recvnatnaci=ars in
;;;;;r~n1 vf~ tntinn r<t r o~,Scu1psisrc_ ~nd 5imi~aC.[l~~• iha e~enc oFdamage ~t destructsan from nny such h~r.~rd, fnsurance an other subssaniia!
vegctali~ssr, ex[enar seulptore, fguR[ains, i~a gs, and sirnslar "stems sfsnil be permi tted in the stnsetures sha ll zavcr thvsc r"ssks deemed ad visuhle hy the Rvard and shnlI be in such
front yard ur unY Lnq uflless approved by the Arehitectural ReMicw Commitsee amounss as are dsersud advisah9e by the Bnarcl The E3o:srd naay insure other sypes Qf
~ 5wimmin als and hnt tuhs sltial{ be eansteueSed, iaiprovernenls, incltiding en[ry monusr:ents, landscaping„ and the lske, as +t deems
{y 2y _ ~~n2 oalS ~ f~ advasable 1~Aith resgect to such othcr impmuements, the E~aard shall desennine the risks
zrzctet4 ~or mutintaintd upon any Lnt onlp ~viih the prior tivri~ten consent af the to be insu=ed pnd the unioussis oC insurance to kse eaereed
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7,12 The E~oard sl»H obtain a puhlic Ei9bihc y pnliry applica6le srt tlis 7 2.4 Aq eassraEly insurance policies sha91 havz an mflation gvard
Camman Areas coyering lhe I+sSariaiion and iss mrmbcrs far all rfamage ar injury caused endnrsemcnt and an agrerd amaunt sndorsement af these asre reusanablp availahle and all
by the negliuence of 1he Assaeietiun or iny af iis mem6ers ar agents, and, if rsasnnahly insurance polscieg shall be rev'sswed annually 6q vne nr nsvrc qun4ified persans, nt least
available, directvrs' and o[x':eers' iiability insurrincc `Ihe pu6ic lia6iltily pofiey shail have one oF wltiasn muss br in the renb estnte induslry nnd fomiliar w'slfi eonsiruciiaci in 5paksne
5 cambinecl singlr limit of ae least C}ne Milhun Dai[nrs (51.400.00[7 RO). ~ County.
713 71sc [Saard 'ss hrrelhy aulharixed tv consract svith Qr ojixR+risa 7.3 Oihcr Insurtsnce. In additian to ihe niher insurssnre rrquircd by ihis Anicle
amnge So obta'sn the insurnnee c6werage requirrd hereunder ihrruugh i9ie Deelamnt and ta 7, thr Aaard shall ablnin worker"s enmgensativn insurance, if anc6 [n the extent neerssary
resmburse DccfnrAnt for the cast thercnF, and Cleelsrons shall ba outhoriaed, but nvt tn saiisCy the cequ°srements af applicab[e laws 'Cha Raanl mny. in its d°sscretin:r, Q6tnin a
flbiigated, to purrhnse sush insurancr cnverage fae thc 6eneiit oCthc Assorintian and the fdelity 6ond or bonds on direetvn, ofl'iecrs, rmplo yees, and aihar persnns handling or
Owmers upnn beclarant and tht Assreintivn ngeeeing upan the terans nnd candrtivns fE5p311$l}3Ie CDf [}1C ASStlCSiIIIOR S f[1ftd$, iFrcasana6fy availa6lr, The Associaiion shall
oppi'scable tra rrimhurscsnent hy thc Assaciasion Tos costs incurced by Llrc6arant in Qhlain addiiiunal insurnnce envcrnge, if and ia thc extens necessnry to sausfy tfse
v5saining such caversge. Naiwilhstainding anything tantained in lhis []eelarmsson tv shr requiremtnts oitha rcdtsal Home Laan Morsgege Cargaras'son, ttie Federnl NauoanN
eantrary, the Baard sh3[l nai bc- requ'srcd eo eamplq wiih 9he provisions oFthis Artiels I[ ,}vlartgage Assacialion, the U.S. L7epartment vE Vetes-ans Affnirs, or dic l13. Depsrtmens
lhe I3oard has euniracted fur ar oi herwi se arrsngrd so nbsa in the required isisiirance ~ oF 14vusing and Uchan Develapmrnt,
covernge tltraugh Ihr Drclaront. ~
~ 74 [ncl'v&,LLnsurance. IIy virtue oFfuklng Lftlc io a Lot subjeet ta tlsc scrrns
7,1,4 Premiurns For al[ insurance shnli bc common rxpenses af'the a[ttiis Declaratiun, caeh i}wner aeknawlcdges I haE the /lssvc+atron hns no abligalion tu
Assacintian 'llie policies may coniain a reasvnable deduclible, and tha rimount ihercaF provide any insurnnce for any iortivn o[ insiividunl S.ots, nad eaeh p+.mer toveqattts and
shal! no[ kre subtrscted iram the faee amaunt nf [he palicy in determinI ng wheiher ihe ngees4 with all ather Owners and wtih thc Assaciaiion that earh Owner shull ai n
tn3urnncr ut leost cqunls the full replaecsnenl cnsf. ° minimarn, casry I'ise and exRended coverage rasualty insurance Rn the Lot artd n!I
slrvcis~rzs eorsstrtieteci lliercun in on nmuunl su[l'~icient tn cc~ver llse Cull tey~laccensnf sbsis
7 1 5 ln ~he evenS i:~5ur,sn~e ~eren~ii~rs~s in cnianeclis~n willi fhc insurnrsse or Iltty fCliair OP feCon5irucliurt sil tIIC Cwen4 bf d:lii[ngC ar deSSriscliqn frum nrly such
requ3red hy lhis Article 7 becams pruhibitivc, in tht juSgment oithc Board, ihe BQard ha~~~
muy wi41ti approval oF Seventy-i'ive percen! (75°n) of !he 3a1S1 Assc~Ealion Vote re~lucC
the amount af tha required insurunrt, self-insusc iiself, or d'sscnnlinue she insurance all 7.5 Dua nnd T9 st actioa - lna ired h~Assd[iatign
together .
7.51 tmmediatsty nfier damnge nr destructiop by Fire ar n[hrr cc+sunlty
7 2 ['o icy [{eQuirrmeWs. Afl such insurnncs coverags obtained by thc Dvard to nl9 ns any pnrtian oPuny irnpravemen[ covered by insuranec wrilten in the nnmr of Slie
nf &7ireetvss shall '6e wrilien in she namc of ihc Assveintivn, as 4ruslce for llir respcctive Aasoc`satinst, tha Board vF iJirecturs ar itg duly auslivrixed ugenP shafl procssd w i t h the
6enefted pnrties. Such insurance ahail he gvvemed hy the pmwis'sans ksereinalter srt liling and adjuglmant afall elaims arising uns9er such insurencc nnd abiain reliable and
fartlv detailed sstimntes af the coss ofrepair or reeonstnsction vPrthe siamitgrd or deatroped
praperty. Repair ar recanswction, 3s used in tisis Sectinn, anrnns repairmg or restarsng
3 2 9 All pnlieies sfiall br mitten with acompany aushoriuJ to da ihe prapeny tv substansially the same cand'sti4n nnd laration ttsas exissed prirss to the Firs
husinsss in Washington ar ather casuaily, allawing for any changes ar impravemrnts neeessitated bp chsnges in
7,2 7 Exelusive nuifinrny to edjusT iosses under poxicics abtained hy the ttpRlirzibia building cades. llse Banrd of 17ircstors shall have thr enforcemem posvrrs
SpceiC'ied ~n 5eeuan 7 2 oC lhis [3eclaratian necessnry [o enFvrte this provisivn.
Ass~ialian shalY be ~rested in 9he Assocsation's E~c~ard oC 6]ire¢s~res; pravicled, hawtver,
no NiaMgogee hav'sng an inurest in 5uch losscs may 6e prahihiled frvin parlLcipaling in 7 5 2 Any damaga or dsstrucsion to propertp eovered by insurance
the settlemenL nrgouations, if any, related thtret4, urnuen in thc namc of the AssocLaiian sriall be repnirtd [rr rteonstructrd unless, vVishin
sixty (Gp) days ABer thv casualty, at leaSS SCVenIy-IVC peTCC[1[ (75plo) csF the Toial
7.2 3 in no evtnr shall the insurance cowange abtained and maintained ,~~~p~f~~~~~ Vote niheruisc a,~rec. If far any rens~n eithcr the amaunt uf the insur~n¢e
hy the Assr~siatioa's Brsard oF ~lirectvrs hereunder be hrvs~ght inLn cnnsr€hutian wiifi proreeds tv ~ paid as a result of sueh damssge ar destnsetivn, vr reli a64c and detAiled
- insurance pe~rchased hy indi~idual 4vmar~, oecuy~anss, or their Martga~ees, and the estimates oF the rnst oiT rcpair ar reeonstrueuon, 6r baEh, are nQt made Aruitabic tQ Ihe
msurarsce rnrried 6y the Ass~i~cion at~all be prirtaey Assaciatian wiNn such periotf, then the ptriod shap hc exttnded until such snfonnatiun
Rrurr3mfJkC C Rr Me 1 D aj )1 !Ir wrnsniA. C C ks Pi'8e 10 oj 31
11 aara 14964-1 nvzui1 bOc 7111 ivs 1I41)71f{9f.t-7 A'dY41157L1C 7171199
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shatl 1e mac1e avni£able; pmvidcd, hOWeV[P, such eetensiun shall nni excecd sixjy (60) IRfj3rqVCPI7e11[S d01R.7&i, 5}19II SOY[TT [CF7I[1CCilltllf or I[SSUiilfl[](1 ¢31d II1C nCISf5f33 f4 bC
clays, No Moetgagec shall have the right ta pnrticipase in ihe determination af whether taken in lhe eaent ihat Ihc impmvements ere naa restared ar rrpluced.
d5nsage or destructian shnll 6e repairreS or reconstrvsted
7 53 If the damagr- ar dcstruction for svhieh the insurnnct proceeds arc ART,CLE 9
paid is ta he repaired ar reennsiructed nnd such prvccsds are nvt sufC'+cient ta clefray fhe OP"FRTY
cost eherrnf, ilie [3onrd af Llirectacs sh511, wiihaut the nreeasity nPa Mcste oCihe
Asseciation's merthrrs, levy n s¢eesal asscssmsntl ngainst ssit Q]cmers in peaportaun 1a ltie 9 1 ~.[1 t"11;fleral AnneYation 6r [}telneant oLits A'1t~5 •
number nf LoSS owned by such Qwners. Ilddisional assessmsnsa may be madr in like g E ps ~~E ,~~CZ ~herenCor, iF nat the awner, tivi~h the eonscnt nGShe
manner at nny aime during nr fvllow'€ng the evmpletian raFany re~aair qr r"onstsucsson. BF 6~c r [ljEreoF CJec9aront nr itv I~f['ilinle shall hnvc the unilnteral ri ghC, privik,~e, and
the funds a~rai#Ahle Cr~m insursncs exeerd the c~sts aCreppir ar ~econs~euclion ar if the option Gnm time ta ~imt ut any tims unt4l GRcen (i5a yenrs a~er the reearding s~f this
isnpmwemenls arr r~ot repaired ar seennsCrueted, such exress shall kx depasi[es9 ta the I]ecluraSian to su6ject n[1 qe anp pQrtir~n of the rcal proper[y dtscribed in EahihilU,
benefit af the Asss~ciatian. ' attached hereto and hX refercnce mode n part hrrersf Ro the pronesinns aCthis C]eciAraiivrr
7 5.4 fn the erem aho4 it shauld be detsnnincd hy the Assaciaaiun in ihs 6y retording a SUpplcmen3ztsy^ Declarasian desrnbing the pro(eny being sub}ested. Ilny
manner describcd nhavs diat the daniage ar desteuttinn sha{l not be repaited or Sl1CI6 6flRCRlSi1611 $}1zi II b-c C[TCC[1Ve Upf1f1 the CIS11g fQT fe[OPd DCSiICh Sli(If1If1TSGi1[AI`y
rec4nsirueted ond na nllemaiive improVernenss are aulhvriaecl, tlien ancl in thas event the 9Jcclarntion unCess otherwisc pravided tlicrcin As lung zs eovenhnSs npplieahfc tn fhe
prvperty shali Ie restored t4 its maiurak staie and mointainrd as an undevcfupsd portian oC reol praperty previously subjected to this Ueclnraiion nrc nnt changed, SIle LJL'CIAfIIflI Ot !l5
the Commumiy hy the Associatson en n neat and attrncteve candiliun AiTifiate may un'slatcmlly omend this I]sclarution ta reilect tfse di[7erent eharaclsr vF arsy
such niuiexed real pruperty.
7.6 [2~t1~^~~~~ "etian lnsuteci~~ d3wrlm. Zlzc damage ar
~ shis reserved untv peclarant and its AS'Fliate c4 subjert
desiruction by i'ire or a[her easuaity in 4ll mr any ponion oF any improvemeni nn a Los 9,1.7 Thc ri
shall he rcpnirecl by the Owner therraf wiihin scventy-five (75) days ofter sush Jasnage ar add'siional land to the Dcrlamtian shall nnt impose any abliganan upan T]eclar5ns or iis
deslruetian or, where repairs cannat he compteted tivithin seventy-iwe (75) days, they AlTikiate Co subjcrt any aFaueh addiiianal land in ihis Dee1orss'son 4r to the jurLsdis<<on of
sha11 be tommeneed within such ptri9d and shnll ba compleScd within a repsvna6le limc the AssociaSsan, lisuch additionnl land is not su6jected to lkiis I]ecinration, L7eclar:int's
therea4tfr,1l3terna[iveiy, the Owner fnay elect [o demnlish sll impravements on shc Loc or its At7i1'sate's rtserved rights shall nat impase any abligation on Deelavant or its
and remavc afl de6ris iherePrvm wishin serenty-five (75] days efter such darrsage or Afl"sliate ta impnsc sny cvyenants nnd r"tricsians sisnilar ta thase cansained huein upon
destrucsivn. [n the eYCm QF noncomplianee wiih this provision, the l3vnrd of D'srectnrs Y such additianal laad nar shnl9 such righ3s gn nny manner [isnit ar ressrics the vse so wbich
sha11 have all enforcenient posvers specified hesein, such additiona1 Eand may he put 6y C7tefaranr, its AfPliate, 6r any snbsequent vwnrr
thereaf, whether such uses are cnnsisttnt wiits she cavenants and restrieti4ns imposed
' 7.7 1 isurlncc )edttaKe. l'lie deducli6le for any cusuiHy insurance prslicy hcrlky vr nos,
canEed hy ihe Assaziasivn shall, in the rvent of s3brsinge vr destruclion, 6c u€laeuied
amnng the Persnns who are 3es{xfnsibie hereunder, ar be a camrnvn expense aC the 9.2 Cldier Annesakn. Subjeel tn the ennsent af ll, e 4wner(s} thereuf ond the
Assvcintian, ronsens nCthe Dcrlarnni, vr i1s AfliliaSe {sp Iong as the E)cclarant owns any pro[terSy fpr
developmen[ andlnr sale irt the +Community ar Shas [he right to urilDlerally nnnex
addiiiona1 prapcriy l4 the Commvnity), upoa the a!'iirmstive vou nr written eonsen[, or
ARTICI,F- 8 anp combP no tirrn thsrtoF, Qf se+ven[y-five Exreent (75°'o) of the'Calak Assueiatian G'ote, the
C[VD~M Asso-ciacian may annex real praperty to ihc ,pravisivns vf this Declaration arsd ihe
jurisdictian of the rLssnciation by filing Far record n Supplementary T}eclurat"sun
hi lhe event oF a taking by eminent domoirs oPnny pnstian aF ihe Cvmman rlreas , descri6ing Rhs property being annexed. Any sueh Supplemensnry []eclaraiian shali lx
Qn whieh imprvdemcnts hsve bern canstructrd. Ehrn, unless wslhin 5lxty (60) d8y9 AftE[ signcd hy the Fresident af the Assaeiaiinn whvse signasure shall be attested by the
such taking, al lcast scven4y-five percenC (75°Je) oFt1ic `["nta3 r'Issotiasion Vvte ahall Secretnry ottht Rssaciannn, and any such annexAlion shaU tse effccuv= only upan the
otherwise ngree, the Assneiatrnn 5ha1N restare ar replnee such improvemenis srr taken on _ fiiing For recaed oFsuch 5upglemcntary Declaralivn, unless a 1aser efFective date is
' the rernoin`sng land included in the Camman Arens to Ehc extenti lnnds arc nvuilablc prvvisied therein,
Sherefor. The prctvisians oC$eclron 7.5. abawe, applirable lo Common Arcas
• ~ge 31 af 37 Rive~rwnf~,C C R.e P"Se 12 e+~Ba~
RrverxnlRCC R.r rlap7F 1+94a-3 pV't~31 o~C rlluvy
1e4011 14964 2 A+rt03P QaC 'lIIIN3
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hRTICLE 1Q or rtAke any sueii reqviremcnts fess slrissgenl, Ilie 13Qard, Nvitlinur npprrva ot tlic f]wners,
iFtOfiTCACEL PRQW15MS map cnuse an amsndnicnt 14 ihis Articlc ta be recorcfed ta reflect such cltianges
ne falluwing prov isions are for Ihc f)eneft of haCdtrs of first Marlgages an Lnt9 ,lRT1CL,F 1 I
in the Cnmmunity. The provisians af this Aetselr apgly to tosh shis Declaraiion and 1o FASFhSLNI
the [lylaws, nonvithstanding any osher provisions santainrd lherein. ; -
F s Fa 1se and F,niovm~
10.3 N^niiees ofAetion An institutinn51 3soldcr, irisurcr, or guarar~ivr of a firs! ~ 1 1.1
Moslgoge, whq pravides a writisn reque4t to the Asscxiatian [such reqvesl to sla[c the i
nams and adJrrss af sueh fialdsr, insusce, Qr $uaraniar nnsi the LQS number. iherefvre ~ 11.1.9 Ewery c3ivner of a Lot shall ha+ve a r's~h! and eusemrnt nC ingress
becoming an "eligsble haldsr"y, evill be Cnllfled [o limCl}' Wtitlen Ffiport aJ 9D IIie Cul7ent ; ond egee59, 1I98 RRd CIIf6yRSF[Ix Ili alld l0 llte C6f[llTi611 IIf[D3 WI51£l1 SI1fSIl bG flfljlUfl!'f1FLf1S [O
siatus of sgid Lat with respect to lhe fcsllowing: nrtd shall pasa v+iih the s'stle Ca each Lqt, subjsct ta the fa1lawriag provisions:
10,1 I Any xondsmnntion Inss+sr any casualty 1oss svhieh afTecls a l i l a.l lhr rig4tt nF lhc rlssactatron ta ehargt reasnna6lc
marenai psrrtivn uPthe Community ar whieh ail'eEts any Lot an which tliere as a lirst ~ feas Cor the use of any parliqn of the Coinmon Aretss, ta limn she number oF
Mortgngs held, insured, ar guarantced by sueh rligible holder; ~ guesSS aiL4i ❑wneas and lennnts wfso rnny use tke Cammon 17eeas, a nd so
pruvide far the exelusive use nnd enjnyment vf xpxeilie portians tljcrevfaS certain
10 11 e#ny dc SLnquency in the papnjenl Qr ussessmenis o r cha rges owed ! designated timrs by an Owner, his Camily, trnzints, gucsts, und inritees;
by an Clwner af a Lot subjte4 tv the Mortgnge af sueh tligible hfllder. ,
11.1.1.2 the right aF 11re Assaciation so suxpend the voling
10.2 Eg2ZQttLy. Nn provision af Sliis fleclaraiian nr the I3ylnwa gives or shall ~ rights af nn Owner end the riglst aFnii l7w:itr to uxe certain Cpnininn Arans far
6e cvnstrueS as gsv"sng any Owner ar athrr party prionly pver any righss o(1he iiest ~ any periad during which any as.€essrnent againse 5ucts Owner's Lat remains
Mangagee oCnny L4a in the cnse nfdistnhutLnn in sueh Oumer ai'snsus-ance psuceeds ar ` u"paia•
candrrnnaiian swArsis for losscs t9 vr a taking a!'thc Cammon Arcas. ,
~ l 1 1.1.3 the migljl of the Associntian [0 6arraw+ aianey for the
103 t2once la Assttriatiun i.ipoa nrqurst, rash Lo1 Qwner shall be qh1igotrd ~ purgase af improving the Camresan Rreas, or any portion lhrreof, or fur
tQ fumish io shc Associniian the namc and address of the hn1der gf any Moetgage ~ canstrLtetivn, repairi ng nr improving any facilities Incated ar tn kae lacated therean,
racum4rring such ESwner's Lat ' and to give ns seeurity foe the payment oCuny surh loan u hiarignge conveying all
or nssy porsion vf the Comman AreRS; pravidcd, howevcr, the iierr and
104 VA1FdUb Aoorovnl, hs 1uag as dir f]eclaeant lias iha nght [a appoini and cncnmbrante oP nny such Mongage gsvcn hy the Assoeiatian sha;l be subjcet and
rcmove Ehe directvrs of She Assaci asion and sa lvng ns the prajec t is arypraved by tlne l_F S. ~ subqrdinutt tv any rights, interests, vptians, casemen4s and priv ileges hertin
C]eparinxnt nF E Ipvsing and'Ur6nn De+rz3vpment ("li[J!7") ror insuring ar the 41 S. resen+ed or esia6lislied Tor the hcnefit of Declaranl, vr any Lcst or Lot C?wner, ar
Depar+mrnt af Velerans Alffairs {"VA"} Cva guaranteemg nnp dvtor4gage in the the hnZder ofanp Mangage, irrespuc4ive oFwhen executed, givcn bpDeetaran[ ar
Commursity the follnwing aetions shall rsquire the prior approval oilhe VA sncilar }iUp a n y Lat C]wner eneumbenng nny Los or aiher property 1ocated lvithin the
as applicahlr annexatinn oFadditrondl graperty Sp the Cvmmunity, ercept fnr anncxnuon Cumrnunity; and
by Dsclerant in accvrdance wiih $ecatan 9.4 hercvf', dcdicatian of Camman Areos to any
pub lie rnttiry, mergcrs and eansolidations: dissaluiion oithe Assuciauosr, anJ mnaeria0 ~ 11 1.1.4 the right oFlhe Association tp dcdieate or trnnsier
umcndment aftht DeclaraSian, Bylnws or Articles of fnearpvraSion. All ar any portion af the Comrtion Arrns subjecs tQ surh eondiiivni ns maybc
ageeed 4a by the members aF lhc Association No sueh dcci[cat'san or transFrr slsall
105 tlnnlica 'lity Q Arliclr 10 Nvthireg cqntained in [his hrticle sh5il he be efiective unless an instrumsni agreeing io such dedicaunn or tmnsier has 6een
eonstrued tv redace the perecniuge voic lhat must athrewisc be ohlnined under The ~ ap firoucd hy the aflirmative vate vf 6t feasL seventy-Rvc pcrecns (75%) af the
I3rclaralivn, 13ylaws, nr Washsngtan 1aw far any af the acts set out in this Ar1iclt. 7°vlal Assac'saliaa Vote; pravided, liQwtder, tltal during the aevtlapnunt Perivd,
[]ecfnrant may, on its sa1t signaturt, dedicale or transfer portions of the Cammvn
106 Amendments bv Soar+d 5hauld thc Fe&rpl idntiona3 Mortgnge - Areas, sa lang as such tramfer ar dcdtca[ian does not rnsteriatly und advcrsely
~ Assncialian, the Federal f lome Laan Mortgagt Carparruon, F1UA or VA su6seqUently ef7ect the Asmciniion Qr any W Owner.
delcte any of their respectiwa requiremerts which necessitatt the provisions nf thrs Anic4e
° a,wf„~rk e sfl., paxe ra ofh eiw.~rkc c xi ix,ge 24 ofla
6I4021 t49dd-3 eVY303l,p(1C Tl1114y
114018 14964 2 AV°t97TD(5C 7711195
171. 7 5 2ah~€.0 ~ 3 9
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11.1 1.5 the righ[ af 11sc Assocsatiqn ta dcsignase errtain Cammun's1y nr nny alher recordcd inslnimttsi, casement os ranueyance Thr rnsement %
5prcial Benzfti Cammpn Ateas fnr the eYClusive benrfit uf cenain Spec ially and nghl lierem reserved sholf mclvde the righs in cut, rcmave nnil pIn nt lreCg, shrubberp,
Denefited Lats 1nd lo exclude ihr f5wners nf otlaer Lots fram the use of sueh iloivera and othsr dsCetatiun nround ssich entry fentures and the nght ta grnda tkie land
5peeial Qenefit Crrmmnn Arca& under and aroand such entry Feniures ,
1 l I 2 Ylny C vt Dwnce may driegale such Owner's right af use nrsd 7L 6 ~4Il~]Ll~~~ ~nd S~lc 3'~ri xcl 'r~-.lsemrnt. Alaswithstnnding any pmu'ss`snns
cnjayment in and w the Gorr}mon Arcas and fneilisics lacatad iiirrevn to the nirmbers nf conlaincd in this [?telaration, the IIylnws, Aet'sclesof lncorpvration, rulrs and regulations,
sueh owner's ramily csnd tv such lJwner's tcnants and guests and shall be deemcd tv isare design guidefines, and any amendments thercra, until Qeclarant's rtght unilaterally to
made a delegaSion of ail siieh righis tv the flccupnnss of such Ownrr's Lvt, if leased. subjcei propeny tn thisDeelaratiorc oa prvvidcsf in Ariicle 9 tarminntes and thersaflrr sv
lung as TSeclarant owns nny properiy in the Cummunity fnr devrlapment andlnr sa4e,
11.2 Fasgmrnls 1'ar_[liilili= 'Cliere is hereby reserved io !he Dec4'urant, ihe Declarant rescrues nn easement eerosa nll Commnnity praperty fpr []eelmmnt nnd nny
Assariasivn and any utif ity providers designatcd kay cither ihs Acclnrant ar the builder ar develprycr opprvved lrp Deeiarsni io mninloin nnd carry an, upon such pvrtiam
Rss4riatipn h4ankei saseresems u}wn, acrass, abave anJ undcr nlt pro}xrty wsihin the af dir Cqmmunity as Dcciarsnt may rensonahly derm nacessary, sueh fasilities and
Cammunity far nccess, ingrem agress, instailalron, rcpasring, replacirsg, und maintaining activitics as rn the sole opinion vf [7cclasant may be required, cars++enient, or incidcnsal ta
atl usslrties seruing the Cvrrjmunisy nr arty partiQn therenf, ineluding, huf nvl limitcd 9a, beclarant's and sueh buildrr's or devt3aper's devefapsnenS, construciion, ssnd sales
gas, +Vater, sanisary sewer, telephssne and elertricisy. 6s ahall he erpressly pemitasi4le for aziiVLtizs rrlased to propertp desenhcd on EshibilaLnd E.YhibiM to shis Desl5ration,
i hG [3eclaran+, the Assnciui 'sc n, ar tkse dcsign=e afrisher, as thm case may te, io instap, including, but drishout 6imiSntipn. the right oCnceess, ingrcss and tgress for vrhicnfae und
rrpair, replaee, and mnintain vr ta nuihorixe the insiallotevn, repairing, reglaeing, and pedestnan trnffia nnd sonstruct'san acssvinss oVer, ursder, nn nr in ihu Cornmunity,
mainiaining oisuch wires, cvndusts, enblrs ansl aihcr equipmens relnied sa t h c prnMiding ~ includmg, tviih9G[ Ilms4alFon, arsy I,ns; the flgYfl ID l'IS BRCp Af{}1 fpDfllall 6C[IlC C6FI1R111l711Y
of any such usiliiy or serviee. 7"his easemerss shall be uiilixed sa ns to nol unreasana6ly with drivewnys, parking areas and wRik++rn ys; iltie aight to iie into andfor othcrv+ise
irtiserfere wieh imprnvemrnts consSructed upvn any Lvt nnd the building envePapc for any cannee4 and use (wilhaut a tap-an or any ptljer fee for sa dving), replace, rcldcate,
unimprs»ed Lot. 5hffulc! any pnrty furnishing any sitcii uu6ily vr serviee rrquest a mainsasn und repair ony denice which pmvides ntiliiy or siniilar services incEuditsg,
spe,cilie licrnse ar easement hy sepamte rrcardohle dvcument, the E3nard shnll havc the WilhOLtS IiiI111A11o17, clectrical, telephvn=, nasural gas, water, SCwFi aM1d CI~I. SR$$G IfE1C$ Flfld
r0ghs ta grant sueh easament. Caeiiisies canstruved ar insmlted in, on, ureder and/or ovcr the Communi[y; thc ngfsl tn
• cnrry an sales and promativnal aciivii:es in the Cammuniiy; and ihc righs tfl construcl and
j]] F.asrmen[ fUC ~fllN 1n addiUan ta the right flf ltse 94ard ta exereise self- 4peP.11C btISIRC&S 9IFICCS, s'sgns, C6sSS[tLLCiletl tl'a IlGf5, mrldc l fe$SLSGf1CEl, 7flfl R'lI[S OIT1CZSi.
help as providrd in 5ection 12,2 hrreof, the floard sho1N havc the nght, but sha13 nat bc ~ f]eclaranc and any such buildee ar dereloper may use residenees, ofrices, sar other
abhgaied, io entcr u}on any praperty with'sn the Communny Cor emergency, seeurity, and buileSings uwnad or leased hy Deetaranl or such huiider ar deveEoper as marlel rssidrnees
safery reasans, whieh right mny be eNersised by police afficers, fre righters, ambulonee und sales ofF'sces Rig4sts eaceccised pursuunt to such reservrd casement slanll be exercised
pcssnnnel, :snd similnr emergency personnel in the performnnce af [hcv sespecSide duiica. ~ wilh a sninimum af inlerfercnce !a ihs quiet enjeymcnt of offcctcd prapc ri y, resso nahk
Cxcept in an emergency situAlion, rniry shall onfy he during rsasQns6le hours and aftcr ~ steps shall bc taken 1a prvleci such prflperty, a nd damage shsll be repsired by [Iie Persan
nntice to the Dwner, and the entering party shail 6c rssprsnsible for any damage enuscd, causing the dmmage at its svle exExnsc During the Deyelapment Prriod, this Scciion
sha4l not 6e amcnsl[~ wilhuut llie Qc~la~nt's enprcss ~vruten cvnsent.
1 l.4 E,'~5cpienlfor ~f^ta nt nin e C]eclarant hcre6y expressly srserres a ~
perpusua3 easement 1"br the benefiS of tlie Assueiatian across such permmrts oF1Pie .
Cnmmunn}r, desermined in the sole diseretioa af the nssosiaUnn, as are nrcessary te ; ARTICI.F 12
nlSacv Car 4he maintenanee requ`srecl undcr Article S. Such mainsenance shnfl be f
ryerfvrnsed with a minFmum nf interference to 1he quiet enjoyment of Owner'sprapcrty. reasonablr steps 5ha11 be tuken tu proicct sveh praperiy, arsd slamnge shal! 6e rcpaireS hy ~ 12 i F-n(pxKmcni Each C3wner and Occupant shail eomply strictly wiih the
She Persan caussng the damnge ot ils sole expense. Elssociation's Bylaavs, rules and regulaliarss, ihe use restnctions, as itsey mny be lawCully
amended or marlifed from timr lo time, wid wiih Ihe evvennnls, tvnditipns, and
19 5 Fa rmCpiFar Enlrv Fratures. TFiere is herehy reserved to the L7eelar3nt restrietians set forth in this Cleelaration snd in the deed 1n sueh Dwner's Les, if any.
and the Assocsaunn an easement fnr ingress, egress, Sf4913II'ation, cgnstruction, Afler notite and an appvrturtity 1o be htard hp the E3aard oCDirectots ar b y a
' ISISCI5C34tlflg RfId [1131fStt113f1CC df [[tEty FCit[UmS II11d SifS11lar S[rEGI-SCaj1Z$ fOf 1ILC representative designnled by the Bvnrd, end in uceordance vnth rules and regulntinns
Cammunitp, as more fully desc€ibed on the rrcarded sutxlivisian plnts far shs adapted by the [ioard, the Saard may levy rensrinable fiRes for vio[ations aF the ahave [in
c 23 of~a' R,yE~laC r R., ~ige re y)a
' Hinrr+~vll~.'~Rf 1154ffilli%l-7 AV7Q]I.QOC TIlYi9F
11+1471C 144b12 AV]93P6Lp~ 7fISR5
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9
addition 7o any inte chnrges ihal may he asseased irr eonnecsian with the lale payment nf 12,4 ~endmsntg
aS5G55Tf1CR[S Or OSI1Cr PI55f3C5iltlOi1 CIIdfgCB) IIl BCCO[d1i1CC wllll 6pfCvlflLLSly CSlSI)IISI1Cd 12.4,1 This I]aclarniiQn may he amended unilaternlly ol any iime ond
schedulr adap4ed by she E3verd and fumished So ihe (}wncra, which fines shall 6e e Crosn Rirte ta time by i]eelarant ti} dsurh ~mendmrnS is mecass~ry tu bsing any pmMis~on
tnikcctesi as prvwided hcrrin far [he talfec tron af assessmenls. Fai[ure r~a eompl'y wil h 4 hcrcaf into cors+pli5nee ~+~iih any a,~plicahle gademrnenial statutc, a~ule, nr regulasion or
shis [7cclaaasian, the E~plaws eor ~Iza rules and reg~la~ians shall bc greund's far an ncSivn ~o E judiri5l delertmn~tsan which shalS bc in cqnilies thcrewieh; (ti) iPsueh anienrl:iicnt is
rceanrr sums duc ior dam~ges or enjnncti~c relsef, or ~ith, mn'sntains6le hy the [loard af neeessary te ena6[r any iitle insurance eompany to issue title inssarancc covrrnge wish
i~isecz~rs. on behnlFo[thr Assacialiarv, or, in s praper case, by an nggrieve~ ~wnrr, i mg~t l0 fHC LOlB subfeCt [o t~fis DCC1¢ration; (iii) iFsuc h amertdmcnt 'ss rrquired hy an
fni4urc by ths Assoeiasion or nny {lwrser [o enfnrse any nPtha Coregs~ing shall in no c~rnt ; instituiionak ar govemmenta! Isndrr esr purchaser oF inaetgage loans, inc1udiag, for
he deemed a waiver Qf the right [a dsa sa Ihsreafier. The Banrd shal9 ba+ve the rsght to ~ examplc, the Federal National Mortgage AssosiutsQn csr Federal }tnme Loan Martgagc
rceord a nosiGC of vialasian Qf ihe Drelasutian, Bylaws, svles nnd regulalions, or slrsign I CQrparntinn, la ena6la such lender or purehaser Co ma4.e or purchase Iviangnge Innn9 nn
guidelines nnd to nssrss [lte cost saf rccnrding ond remnwing Suclt nnlicc ngainst the the Lots subject ta this Dsclaralion; ar (iv) iCsuch rLnunJnsenl is nrecssaiy tv snnhlc any
CJwnsr who is respansible [ae whasc Occupants are responsilsle] i'Or vivlai'sng the governmental agsrscy nr prsvait insuranee eampany la 6nsure or guaruntee Marsgoge
fgrrgaing laans an the Lats subject tn lhis aeclaruliars; proNrded, hotivever, any such runenrSmtnt
122 5r.lf-F{elg, In mddsliare to sny ather rrmedies prsvided Far herein, the s'hnN nat adversely nfEect the litle to sny q+Mmer s Lai unless anp such Lvt f3wrirr shall
Assvciativn oc iis du4p authonzed agent shalf have the power sa enter wpnn any Lot or any , consent sh=reto in wrising Funher, so 3nng os [3eelursnl QNrns any praperty far
oiher pnrtion nFthe Comsnunity ta a6atc nr remvve, any ssructure, th'sng or carldition develapment anctlnr mle in the Cammunity vr has the right unilstera3ly to subject
which Wia3aSes ihss peclaraSian, the By4aws, nr the Assuriaiion's ru➢es nnd eegulations. _ nddttianal prvpeny to ihis I3celaration as provided in ArSic4e 4 hrreaf, f7eclarant moy
lJnless an emergency silua[xon exists, the Brsnrd shnll give the violating Owncr ien (44) unilatemlly amrnd th`sg Qeelarntian far miy oltier purpase; prvv'sded, hawrNer, nny such
days` wri t[en nnliee oF its inteni ta excrcise stif•help. NotwiI ltslanding the faregaing, nmcndment shall nvt materially adversely aiTecl tlis su4stantive nghis oC any LssL pwmera
V[I1lCICg R18y t7C IOWed OIZCf fe'LSoflDbIE 170[ICC. AII COSIR Of SCII-}1eIp, including, withont hereundrr, nar shall it bdverscly affect litls ta any Lac wiihocrt the roiFscni olCdie affecied
limrtntion, reasvnehir astomrys' Cees actuafly incurred, shall be assessrd ngainss the Lot f}vmrr.
vioZnting C]wrier and shnll he co[lectaal as yrovided for lisrein fnr the coflechQn of 12,4 2 This Declarstaon may atso bc amended upon the aflirmarive vate ar
assessments. o written evnsent, or any somhinatinn thereaf, or tts= Owners aC at lsast seventy-fave
anc~ ~~en4 (75°fa] al~the 7'ocnl r~ssacianon Vote and the consent of Declarant {sa lnng as tt~s
927 ~1ti4B- 'El~is aeslatation shaA run with nnd 6ind the Cummuniip,
Dee]a
sha ll innrr So thr ~ncfil of nnd shal1 6e enforceuble by the Associatian ar any C}wner, ' mnt o~dns nny profx n y for de vd apme nt nadfvr sale i rr ihe Commun rt y nr hag she
their respeet"sye kcgal represaniasives, heirs, suceessssrs, and assigns, pa:rpetualiy to 9he ngh[ lv un'slaterslly onnrx as3ds('sanal prapeety t4 the CorrimimiSy} Amcndmenu to this
erterti prvvided by law; provided, huwever, sa lang as and la ihe extent tfiat 1Voshington ~ QeclnraSian shaIS become effective upQn rrsardalian, unless a latee eiTectsve dase is
law I~miis ifu period dssring whieh cQvennnss restriciing [and to certain uscs may run, nnp ~ speetfsed therein.
peovisivns af lhis Declaraiian affected ihercby shall run wiSh und bind tEic land scs icang as _j 115 Patil1ig,p The Commpn Arras sha11 remain unslivided, and no C1wner nar
F}Cyiiflf[Cd Yly SUffiF1 ISiV, aRer whieh 1ime, nny such pronsivn sha11 be [a] automasica}ly ' any alher Pcrs" shall bring any action !'nr part iSivn pr dirisinn aF the wholc vr any part
atlended [CV the extent aligwed by sppticahlx lnw} far sucressiue periocis of len (10) " thereQf withQUi she wratsen canxns ef al1 L]wners of a16 portians of the prapertp facated
yrnrs, unlegs a lni[ten insirumrnt TeileeSing disappaova9 signed'6y the thsn S]r.mers oTat !
wsihia the Comrr~unily arti~ withuut the writien ednssnt af ulI h4lders of all awiartgages
least tiva-th"srds (213) s~F the Lats and the l7etlarnnt (so long as llic LlcefaranC owsis nny encurrf~rirsg any ~rbirsn vC~he prnperty, ineluding, hue nv~ neeessanly ~im~~ed Iv, the
pro~rty fvr develapment ancll~tr safe in the CommuniLy s~r hrsa the right ta vni[A[erally ~,~~g Ir~eaicd wsthin the Cammunrty
annex additianal pro~rty ta the Commun':ly) has 6ern reenrdrd «ithin the yeaa
immediaiely precedin$ the beginning of a 9en (lU) yenr renewal perivd agrecing tv change 12,6 Gcndec and,Grammar. `i`he singular, tivherever used heteirs, shail ke
such provisions, in wholr vr in part, or io terminatt the same, in zvhieh ease [liis cqrsstaued to mcan the pIvral, ivhrn agpfienb1e, 0.11d S}3C IISC OT l}IZ filIIscLlIt1C pPOi16LR SI33II
Declorativn shall 6c marlii'ied or tersninated io ihe rxlent speeii'ied iherein; ar (G) include the neuier and femininc.
ex4ended as nthenvise prvvided hy law. Ewrry purehnser or gmntee nf nny interest
(intluding, wishaut limitation, a secunTy inSerest) in any real properiy suhject tn [hia 12.7 5ev ra~--'biIily. Whenrver possibte, eneh prnvision of this I7celaraloan shall
Deelaraa'son, by ucreplance af a deed ur 4ther conVSyancr thtrefvr, thcrebp agtces thas y be intrrpreird in sue}t manner as to be efCcctive and valid, but iF the upplicatian of any
~ such provisiuns af this Deelprutinn mpy lu extended and renewed as pmvisled in thss paa+visian af thig Oeckuruhan to any peesan or to any propeny shnll he proh'shiied ar held
Seetimt •
R,.~.,vrk c e~ yags zs of Ja
' Rivrrs.olk CC F!i aose ~ 3 dT~~ 414971 14951-7 A V70}P [W 7II195
r14117x I 17ae I pV71114 fXX 7nI1a1
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invalid, 9ueh prohibi[jan nr invniidiEy sha11 no[ ol7eck uny nlhcr pravisian dr the ~ 12 12 f'innadQLRCYi=. Ae least annually, fISC BQai[j 9F T}iPCCIaI'S $FlSII
appPicaiiQn vFany pravisian whiclti can be gsven rfT'ect wiihout tht invalid provisian or ~ prcparr, or cause iQ he prepared, e!"inancinl stairment af thc Associntion. ICthe anret,131.
upplica[ivn, nnd,1D tiLis and, the provisions af tliis DecCnrntian are rJcclared tv bc ! assessments oP the Assosiaiinn equul nr cxcead fiity Cfiausand dallars, the i'innneiaP
severablc. si atemrnts shall bc nuditsd nt leasl annein[ly by na indrpenden9 certifird publie accoufliani
nnless 9he assdis rrquiremsnt is waived far a partieufar pear by the atlYfmln+ivt 'vote of
129 CQpii3lns. Thr eaptlans aFeach Artic4c nnsi Sreuan hrrear. as tv [€ie sixtyscven persent (67%) of the votes cust by {3cvnsrs, whetPirr in pxxrs4n ar by proxy, at
cantertss uf cach Anicle nnd Scct'scsn, are insertrd anCy for eonvenicnre and are in na way ~ a meeting af the Assoc intfon st which a quarum is pressnt. [Jpon wsitten rcquest of nny
to be sonstrucd as dePning, limiiing, extrrsding, ar ailisrwise modrCyurg or ndding 1a tha institu4unak holder vFa Cirst lvirsrtgage arsd upnn paymens aCal1 necessAry costs, 3uch
panicszlar Arisde vr Srction IQ which they reFrr, hoider shal3 be entitled tv aeaesve a capy aCaudited finonciai ataiements with'sn ninety
{90} d5ys ot the dnte oS the request.
12.9 PsracI1#kin. Tf any c Cthe cvvananss, C6R[SItIOSIS, resirictions, ac vtlur
Rf6Vl$16f33 OClI1l$ DCCIdC61iOI! SI1oII be URlREVCUlt Vpld, pr 441daI5l[ POf VIQIAfIQR oClIlG FIIIE E2.13 i!fai mee aCnle- Lense_or Acnuisitian, ]n the event an C3wmer sells ar ]eases
ogninst pe"tuities, then such presvisians shnli cnrsiinue vpily until awenty-one (21) yrnrs surh (}wner's T.nt, the Qwner shail give to the Pessaciatr`an, in wrijing, prior tp the
p[1er the death oF the last sur+rivar aCthe nnw-iiving descendarsts vf the inclividua45 efl`sctive date af such sale a r Ic3se, the name af ihe purrchasrr oc lessec of the 9.Qe and
signing shss Declaratron. such aiher informat=on asihe IIoard may rcnsvnahly require [lpon acquisiiinn af aLat
, eactr new O.rmer shnll give rhr Assaciaiinn, in wriiFng, ihc nasnc ansk arsaili ng srldrcss of
12 10 TndemnifirQti.Ctri Ta 1}te fulks3 exlrnt alfowed hy appkicable LVashingCnn ihe (7wnar nnd sucCi other information ns fhe fioiirr3 may eeusannbly rcquirr,
Paw, the Ftssaciation shall indtmn'sfy every ofF'sccr and directnr against aroy and al] •
expenses, including, wiihauf Elmslnlian, altorncy9' fers, impnsed upan or rcasona6ly R2 14 Aerceni€nL4. Subjeet 1o Uxe prior npproval of Dcclarant (so iang ns
incurred hy nny a(fieer nr director in conrieetinn with acjy actiars, suit, nr other proceedsng f?eslarant nwns any propcrty far develnpmcnt anc3lor salc in ihe Cammumly or has the
(ineludting sesilcmcnt oF ony suit or pmceedrng, tLapprvved by the lhen Bvflrd of righl 10 unslatemlly annex ndditionnl graperty Sa the CQmmunity] u1S ogrccmcnis and
D(rectors) tv wvhich such afficer ar director niay hc n pany hy rcasan afhemg ar hnving dt[erminatioMS, including senlemenf ageeements regarding litigatian involvtng the
heen aa olTicer ar director. -nir afl':cers and dirrcioss shal! n9t be 1ia61e Cor nny misttike Assoeiatian, 15wfnlly nuihariud by the Bflnrd af I7irectQrs shnll he hinding upon aH
c f judgment, negligent os otherwise, exctpt Fsar thrie own individual wiilful m'rsfeasance, ' i]wners, tUrir heirs, legnl rcprescntatives, successars, as5igns, and pthess having arv
malfeasancc, mLscvnduci. Qr'lsad fai[h. The nfTicrrs and dircetars shall have no persannl interrst in the Communify vr the privilege of posscssirsn and enjoyment af unp pari aCih=
Siability wnsh rrWct ta any c+sntruct vr other crrmmilmrnt mcida by tlscm, in gvod faflh. Gosnmunity,
on hehatf vf the Associatian (txtept ta the extene t4iat such alTicrrs or direelars may also
be membcrx vithe Associutivn), and the AssociaSian sPiall inderrsniFy and fvrever hald 1115 lmnlcd [~'sEh . The Assacinl'rnn may rxsrcise nny r'sght or flrivifcge bivcn
eaeh suth oR°ccer and director Crce nnd harTnlrss Qgainst Any and all liab'slity tn athrrs an ~ tss it expreasl y ksy this Deelaration, the i3ylaws, the Aniclas of I neargvrauon, ri ny use
occaunt QFany sueh enntr.sct or ecrmmitmens. 11ny rigEst tQ indemnif'scution provirJed fvr res[riclion or ni1e, and every other right nr priWilsge reasonably tv he smpfied !"eam 11u
herein s'half not he extluqive vP any athrr rights tn which any of5icer nr dieectvr, nr f[srmer exislence af any right or prsvilege ginen to zt thcrein oe reasonably neeegsary tn efC'cetuate
o{Ticer qr directar, srsay be emilled The Assaciation may, ut the disetetian of the Board, any such right or privilege.
maininin adequaie gcneral lia6iiity and ofTicers' and directars'lin6fiuy insurunee ta fund
Shis abhgalivn, if sueh cnverage is rensunably avniluble 12 16 Vnrlnnces. Alniwithstnncling nnyshing la the contrnry cvntainrS 1irrcin, ihe
Etoard of Diseeturs vr its designre sEiall bc authnrjr.cd !o grsnt mdkMirfunl vBribnees from
12 11 f3noks and Recdnde This f]eclarasian, the Efylaws, evpies af rules ond use nny oE the prav'ssEans of Shis Deelaratian, the Eiyiaws and any rule, regulation Qr use
fC$lPlCllOflS, members'hip rcgistrr, boo&s of accaunt, nad minutes vErnreursgs of 1he restric4ian estn6lished pursuFUS4 thercsa iPic detrrm9nes shat waiaer flf oppticntion or
members aSShe €ioard gnd df eornm'sitees shal9 he made avnila6le parsuanc ro rrasasiah4e enFarresnent aF9hc pmdisian m a particu!'ar case wvuld no[ hc inconsistcni wi3h the
prpc cdures esta6lished hy 1he B vard f4r inspectinn and cppying by ainy rrsem6er Qf the overall scheme oidsaelopinent far the Comniunity,
Assveiasion ar by the duly apNsnted reprrsentasive rrf any snefnber and by holders, .
ingurers, ar guaransvrs af uny first Morigage at any rertsnnable tmu andFor apurpvse 12.17 i.itip1Lm• Nu ludisial or udminislratine praceeding shali be tvmmenceJ
rcnsana6ly reiased to sueh f e+san's inlerest as a meniber ur holder, insurer, ar guarpnlor ar prosecutcd 6y ihe Assaciniion unless appmved by at least stventy-1ivt perccnt [75°Id]
of a first Mnngage ai the olfice v£the 1lssoeiatian or a1 such other reasonabie place as the orthtTousl Assdcintion Vote. This 5ection shalE not apply, hawever, to (e) actions
, Livard ~hall ~resen~ braught 6y the Ass~iaiian to enforce the prvvisians af this Declarasion (snc3url:ng,
wiihont lirnitAtion, ihe foretlosure vilscns), (is) the impasiuoa and eQIltction of
1U
RiveruvlkC C 7L paRs 79 pf J2 k114078 ~s^~rnwlkC 1a461-7 C A A1 ~~SI.Q~ TII IN9 ~J1
0 I+a1N 114fld•] RVI031 Qf'!C Z71 fN!
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17 ~2PSGEUL~.E~.~ .
assessmcn[s as pravidrd in Article 4 herraP, {iii} preceedings involving challenges to asi
valorertr raxaaion, or (iv) rauntere!$ims brough4 hy tha Assuciasian in proeezdiregs
' insiitv[ed ugainst it, lliis 5ecnon sholl nflt 6s nmendrd unlcss sucli nmcndment is mAdc
hy the @eclaran[ pursuaiie tu Ssction 12,4, hcreoF, or is apRrpved 6y the percemage vvtes,
and pursunnt tes the same procedurrs, neccssary So'snststutc prpeeeJings 3s pmvided
n3tove.
E%ECL!TED the day nnd year firss above wriitcn.
DEfJ.ARAbj:
STANTON -SpflfGINE L[M[TED PARTNER5flfh,
a IVashingson limrted psrtrsership
6y: Stnntstn Devrtopmen[ Compnny,
a 1VnshingtQn genemi partnership
" [ts Gcneral Paatner
By: )dausley [3cvetapment Curporntiars,
a SVashingtan corgsvratian
~ i[s Genrral Panner
3tS~rGS~~r.4 A~t,T' f
, Dy: pean ffuilding Cospqratian,
a 1lroshingtan eorparatian
, Iis Genrral Fnnnrr
nr~
' STATG GF WASHTNGTON ~
t
ss.
, CflUR["['Y QF x...t..
.
Qn this day persvnally appeared hafare me ".Aa tiwa,r. , ta me
knawn to be thc r'.e,s,n wr of 1{ous4ey Develvpnient Cmrpc7rniiun, a
' Washing loa cvr)5ratsnn, nnd _pAY,lLc~- i. t,,,• e- . tn mc knawn to bc the
w.r.F.o.e~ ,,a„_,,car oCDean Building Canpora9san, a Washing4on
_ r cprporation, the Gmcral Punncrs of Seanton ]7eve?vpmenc Compnny, u LWashinglan
a
d
R«,wark c cas - page 11 Qfi2'
i • a1407i I4146i•; .1y2011 ffs7C T7l1743
. . j i, . .r , - , ,
va~. 1.7 2 0 34 f ~ vai. 1 7 5 2 rra 0 J ~ 7 .
89'56'5 1 ' East 2 15 OQ Ceet io a%: +neh rebar with plastic cap, ihrneC SBtIIII '
EY~~~BaA 42°29"21" East 89 99 !°cet ta n'✓a ineh nbar wiih plasi ic cap, tfierscr South
59°39'58" Last 182.52 feet ta n'/~ tnch rebur wilh plastic cap; Rhenee Nnrth
30°00`02" E-ase25 at] feeS to u'/, mch rcbar with plnstic cap: lhenet Norlh
LECAi.. DESCRfPTfUN OF PR[]F'ERTY 59°39'58" 1Mesi 102.02 feet sn a'l, inch rehar wLsh plastic cap; thence '
SUnM19i"M15 `1'd? TIiSS fDFCi,AEL1'f'SC3N Nonh 2664417" Wsst 53.52 feri tn a'J: irnch rehar sviih yrlasuc rap; iftience
tJarth 44°dfi'28" East 1$5 43 feeb tn a°/r ineh retfnr welh plaetic c5p; Ihtnec
A parlsory af 1he $vuth hss1f of the Squthwest quarter pf Sectipn 8, nlang lhe arc af a 640 00 foot rsdius, nan-tpngsnc eurve FvYrich is eonsnvc
Tawnship 25 Narth, }langa 45 East, 1V.HE , marc particularly describtd as Norihcasterly nn nrc dissance oF4@ 15 fest shrvugh n eentral anglc of
Colfv=Ns- ~ 43°5906" and whase rhnrd hcnre Nnnh 38°58'29" West 40 15 leel so o'!:
inch rebar wish plnstic cnp; thencc depaning ilss prewiously deserihed
CO7vTW1CNCINC} at the Sauthwest corrstr pf said Section thenee Nonh cusve a}nng a non-lnngent 3ins Alarth 52"56 34" Cast 150.00 ket so a Yr
09°35'0l" Wes3 873.$5 Ceet ulang lhc Wtst 3ine oFsaid set,ivn: thence inch rchar w'sth plastic cap, thenct Natth 27°41'S1" West 145 73 fect to a
iJnrth 89°24'57" Es s4 30.04 fret to the Esist Right of Woy lint of B arker K inch rrber wiih plustic cap; thenes Narth 2204110" LVest 144.19 fret ia
~ Rand markcd lay a Y: inch rebar wiih plastic c5p, the Irue paint of ~ a°h inch rebar wnth plassic cap; thenee N¢rth 29°59S8" West 290 48 Ceet
brgiru5ing nf the lsnd hercinai4er deseribsd; thence conlmui ng Nv+th [a a°!i ineh rebar wiih plastic cup; thcnsr Sauih 64"01702" Wrst 50$.D4
J, 69°24'S7" Enst lSAD rse[ 1o s'fa ineh re6nr with m p3nslic rsp; lhence nlang ~ fcet trr aV, inrh rebar wn1h plastic eap; thenee slang the arc aCa 672 00
~ lhc arc af a 20.00 ftme radius, nvrs-tangent curvc which is conrayr foat rrdius rurve whish is eonsnve Nehfswestesly an arc distincc oi
~ SoUtheasSedy an ore dislanre af 7,14 Ceet iPirnssgh acentrnl angle af 235.77 through u eentral ang4r ai2Q°05'S5" and whvsa ehbrd bears 5outh
~ 20°2723" nnd whase chnrd 6eais Nrsnh 09°3$19" East 7 14 faet fo a'l: 74°A&'S5" West 1a a '/m inch rebar wilh plustic eap; thrncr r3egnning lhe
inrh rcbar with plastie cap; [henca depart ing [he pscviausly descn6e d ~ previotsslp deseribed curve along n non-tangent linc Suuth 00°34'Q5" East
curve o1Qng 8 nan-4nngent Ime Nvrth 84°2J'OS" East 245 23 feet lo A'l~ ^ 16.81 Cees ta a'A ineh rc6ar with plastic rup, thence Snuth 89°23'06" West
inch rebar w i t h pl€sstre cap; 11tence A[ang [he are oF n 758.f70 Cats6 rsdivs 369 88 feef la u ptfinl on She East nght aF cvay kine of I3arker l2ood which
curve which is raneflWe Northwesterly an nre distanee QF 14917 Ceet ~ is msuked by a'h inch ret+ar Wnlh plnstic tap; ihrnce nlong said right of
through a central arsgle vfo8°15'34".ta a'J~ inch eehar w'sih plastic cap; , way line Svuth 00°35'G3" Easi 84,98 fee t to the trve point pf 6eginning:
lhrnce depactirsg iha previnusly drscnbed curve alang n nan-4nngent Isne
SousH 29°56'26" Cast 215 80 !'Les ta a', inch rebar with pIusliG cap, thersto Sitnaie'rn t he Cuumy oFSpokane, Stntc of 1Vashington.
5outh 00°O0'04" SVrst, 696.49 Feet 4o n poinS on iltie h1ortherly right R!'way
line gP i1N'sssion Aaenus whsch is murked by u'I: inch eehar with plaslie
cap, thenct aPong said ngfrs of +vny 5nulh 8+7°55'S0" CasS, 173.64 fcet to n
'I', mch re4ar wiih ptostia cap, then" departing said right q6way Nosth
06°[13'f0" East 10 O[i feet to a'/~ inch rebar with plnstic cnp; itience glang
the arc nFa 20 00 Coat radius non-laagrnt curve which is concnve
tdanheasterly an ore distunce of 31.40 Tset tlirough o ctntral angde af
89°56 5 2" and whose ehard 6ears Nonh 44°582+1" West 28.27 IFeet ta a Y. _
inch rehar ivith plastie cap; 1hence North 00°04`t}2" East 95 OU Fect tv a %
ineh rebar wish plsutic cnp, afsance alvng ihe Arc af on 20.00 fvot radius
curve whieh is cvncane 5autheasteriy an nrc distanee oF 3 1,43 Pees throssgh
a eentsa4 angle qf 90°03'08' to a Y: mch re6ar wiih hlastic cap, thence
depaning ihe previausPy described turve along p nan-tangeni linc North +
04°02'24" West 50,04 ftet 1o a'/~ ineh rebar wilh plagtic eap: Ihencc 5nush '
$9°56r'5 1° $ast 50.02 to a Yi inch rebar with plastic cap ; thenee A1arth ,
00°00'U2" East 195,40 fect to a'f~ inch rebna +vith plastic cup; thrrsse 5ou1h • d 89°36'5 l" F,:.i-st 34 00 fte4 tn a'J: inch rebar With plastic cap; thcrsse NvrSh
00°0902"E,ist 180.42 feet to a'l, inth re6ar unlh p3nstic eap; ahence 5vuI3i
Hivrr~aalkiC C llr • Eah!&B A-- 1 RiverxVlkC C Rs ErhrSrr R- 7
r il[o73 I44644 Av2aai DRC 7724A7 114012 14W-2 Av203r [soC 'rrztns
`.~(~;i~:l
~ FAsT ttN e sar BnraKcR Rone;'fif3ENCE CONTTNUl1dC; SOUTgT ~~IXI3IT 13 8905911" EAST, A D[5TANCE OF 370 00 SEHT: THENCE PfpitTNi
O0'00'44" EAST, A DISTANCE OF 650_00 FEET; 7'F[ENCF_ NC3R'E E1
_
$9°57 i I" WEST, A d[STANCE OF 370.00 PEET EAST LlNk. OF
AD1}lTSONAL PROPE[ZTY oVII ICIi A[AY fSIC SU l3h1I`i'T'Ef] 13RRf:ER ROA[}; TtiENCE S[}UTH 00"00`49" 4VL-ST, ALONG 'FE{G
TO TIiIS bECI.A[~AT[41Y IIY IJF:CL.IIIAN`f Cf153' L[NE OF SA[D 43ARKER RDACI, h I]i57'A~~lCG OF 654 OD
` tEGT TO T! [Is POIhlT C}C 13EGINfd1PlG;
PA'~~~L l
(c} BcGrrrrrINc nr n rflirrr oN THe wEsT z.iNti OF sAI❑
TFfE FpLLO1V[NC3 H.EAL PROPERTY, LE55 T14A7` PR4FERTY GOVERNMEN7' LOT 5, 1.809 FEST MDRTI-I Dr TF{E 5C]€1THWEST
bESCA[BED ON T1IE PORECO11+iG r-7CE118[ A, MAY BE AMNEXBD Td R[VER CORtJE1t Of SAiLI SEC7'1[3N 8; THENCG EAST 30 FEET 70 T11E
WALK f3Y THE bECLARAPlT PURSSIANT 'CO ARTICLE 9[]F THIS TRUE PO1NT OF IIEG1T[NtNC: TI{ENCE EAST 200 rEE"C; TEiENCE
DCCLARATiOt+I: SOUTF{ PAftALLEL RJ1TI] TEdE 1VE5T LINE OF SA1f] LOT 5,200
FEL"i'; TNEiJCE W£5T 200 FECT `C(3 h Pa1NT 30 FEGT GAST []F
'f'E fE WFST f 1ALP OF THE 5C1UTiI 1VCST Ql1AftTF'It A14i3 gf lE THE WEST LINE OF SA1D i.OT S; T[iENCE NQRTI[ PARAL[.EL
WE57 EIALP OE" TI-iE 5QL1Ti3LASTQ63A[Z7'F€tUC'7EI E W[TEi SAfD WEST' LiNE aNt] 1U T'CET ERST 7rtTEItEOF'200 K rl'
Si)L1Tf [WEST 4L1ART'L•:R rOND G(7V EltAIH1EfJ'P L(1TS S ANI] fi[]T" TZ] TMC TRUG PO[TdT OF F3EG1NN1NG;
~ SE["T[Oif S. 7OWN5EllP 25 NOFL?fI. EtA,NGE 45 EAST, W.M.:
(D) A P4JRTIL?N OF 54UTZ-CWEST QLiARTER OF SECTI[]N 8,
E xCGP"C COIJNTY RC111QS ON 7E IE WGS7 1(S T'CCI' A1VD 5Ol4JTE{ 20 TOWiV51-[SP 25 tdORTlI, IdANCiE 45 CrtSl' {]F TFlE W1LLAhiETTia
FCET. ME3tII31P.N. DESCR [BED AS FOi.LOW 5:
AND EXCCPT TEiE fOLLO1V[NG A 7 RnCTS CpW4ME71fCfFlG AT TN[£ WEST ONE-QUARTE, ii CQRNCR OF
SEC:&'Ii7N 8,TOWh~S€ilP 25 hlOFt'fEl, RANGEqS CAST:l'IiGNCE
(A) TIiAT P~RTi(JN f5C C~vCfftNH1GNT Lt?T5 3 APlD fi LY1NC SAUT}i 4D'35`03" EA5`I'. OIJ Z'FIE WEST LII~E ~7F T81E SC]iJ'['HWE53'
idORTHCfil.Y C)C T1 FOLLOWI~fL} ~76SCR]F3ED LINC. QUARTER OF SA1D 5ECT1QN AD15TANCE 47F 450 L30 CEET,
BEGI?JN[i40 AT A PQIIN7' ON T'F[E WEST L[NE OF SAID FHENCE PERPENCi1C[3LAR T[] SAIf? WEST L3NE NpRTEd 89°24'S7"
EA53' A d15TA1~CE OF 30 0~ Fi:ET TO Tf lE ~AST RfdF IT-Qf -~1~AY
GOVEStNMENT T.Q~' 5.4 S4 1'GEI' SDUTf9 CT~' T11C 1VGST Q[1AR"f'CR LlI~lE 0F i3ARK@fi S~❑Ai7 TEiE 7"RL~E I'C1fi~IT OF 93CG1t~it~llislG; 5A1❑
CQ~tNER Di' SA[1] SECT{f)~I 8; T~fENCE EAST A7' ft[GHT AiVGT C.S ~ P[311V"P A1.50 BGING TNC SCfUT}i LINC f]F'F1iA"1' CERTAlA3
4VlTl [`C}[Ei WEST L3NE OC 5A3I3 SCCT[ON, 330 FEE'T; T1-IEIdCE ~ PARCGL OF LAMD AS GC]NVEYEi] TO W115k1INGTON STATE
N+DRTf9 8 R°lfi' T'AST, 990 5 FEET; T}ICNCT NORTE 1 63°49' EA3T. ' PA'ft.KS i1NA 4tECtiEA1'[ON CQMM[SSION HY STATl1TOFtY
685 8 FEET, TiiENCE T+lQRT}S 53°5Z' GAST, 762 7 f EET MORC LlR 4[+ARRhrilTY DEEQ REC()R[]ED RUGUST 25. 1988 UNAER
d.F.S3 TD A POlN7' f}T+a Tf iEi EAST L[P+lF pF SAID .['iOVERNMEN`C ' pU[l9FDR'S 1°ILE NO 8808230252, TEIENCL A'LClNG SAID 5DL17'Ef
LOT fi, 5AI[7 Ps31N7` 13E1NG 425 3 FCE7 hfpft'i'Fi 4F''fFIE CENTER LiNE iJp[tTH 89°2d'ST" EAST A k71S~'~1PICE 4)F 304.00 F£Cl'.
Oi' SA1U SE~"['lf3N B; g'IIENCE CONT1HUlNG ALi7NG 5A1T) Sd[I'C}{ L1NE NL1R'i'H
[B]'TEiAT PORT1flN OF T1iE SOUTHWFST QUARTER Ot' SEC`i'[ON 8[}°40'57" EAST A DlSTANCE OF 934.35 FEET; T}IEtJCE LEAV[NG
9, TO1VNS1 [IP 25 NflRTI-I, ILAi`1GE 45 F.AST, W M, F7ESCR4IlED AS SA3I] 5[]UTf3 L[NE.Sf]UfF! 6524'57" WEST. ADrSTANCE OF
FOLLQWS: i 749 24 FEIET; 17 fEt4CE SC7U7I°I 14'24'57" WEST, A T]i5T11NCF OF
140 00 FEET; T[iENCE NC}RTFI 85°35'03" 1VEST. A 17[STANCE OF
COiNMT'P7CTNG AT 17fE 5OUTHWEST COfLNER OF 5A[1] SEC['T(7N ~ 304 qQ FEET TO THE EAST R]GFiT•QF-WRY LINE OF IId1RKER
8. l'f3ENCE NQR`i'Fi 0O°tl4'49" EAST, PILClN[i T}3E WEST LiNE OF [3OAD. Ti-IETJCE NaR77-I 00°75`03" WEST ALONG SAED fZ1CHT-[7F-
SAfD SECT[ON S. AD15TANCE OF 959.00 FEE'd', TfiIEh1CE 50L1T14 WAY ADfSTANCE OF 200 06 FEET Tf3TliE TTiUE PO[NT O[=
~ 89°5411° EAST, A b[STANCE (]F 30 QQ FEr-"[' TO THE "1'RIJE PU[tJT E3EGiNN[NQ:
OF Z3ECr1i+FNING O!' I IiiS i3C5CR1E''l'fC}N. SAIp PqfNT BE[i+lC'r Ti [E
~ Rlrrrw.rfkC: C Ra bRehrr 6- 1 Aven-ulkC C R.j EehiGir B• 1
1Id47i 1146d-p AY7i]]! DOC TRVNS ■Ei47! 11964 2 AV7071 [7QC 7R41Y7
r . r . , ` • `
s i , • ,
roL. 17 5 ? r~ci 0 J, 5 4 VaL 17 52mE 0J'jf
,
{E} I1 TRnC'C OF LAhio 51TUIe'CE 5GC'i'IflN S. TOWNSi1TP 25, pdgCEI...2 (Tnx Pareei 55083.9043)
h10RT3 f, 1iANGE 45 E115T. W M. COLINTY L7C SPOKA+NE, 5'fhTG -me West lialfaf ihe Soufhsast Qnaner af ihs 5outricast Qusrtsr of the
OF kVAS14ING7'f7ia, DESCRii3LD A5 fOLL[?iVS: 5authwest Quarter of 5cction 8, T 25 N.. R 4 5 E., 1V,ivt in it1C CaVnty 4r
A RQATIQN ❑F THE 5[]UTl CLVCST QUAA'TE1t OF TIiG y1 r+ 5pakane, State of Washingusn
5{]Ul'13WF.ST QUA[iTCR C31' SII[i] 5L•CTlC3N 8, hf01tr- ~
'~ELT[CllL1~Rf.Y [~CSC[t[I3ED A5 i°~(]LLC7~V5• GYCE[''C ine Wast 110 [~0 fcet of the 5auth 303.00 Peet tlicreoF
iC(}MMENC[NC3 AT TE1E SOUT1iWEST Ct]RNCR OF SAiD T[7GET14E1t with [ha Nonhtost L}uarter aCl3ie Souiheasr Quaner of the
SECT[pN 8 EVHiCH 1S MAStKED E3Y A Sl'OKdeNE GCJtIN'fY BR.ASS 5oushwest Quarter nf Seehan S, T. 25 N, R. 45 E., W.M. in ihe C9unty af
CAP nT Ti 11. fNl`ERSECTI[]N [?1' HISSS[ON ANl] DARKER R[]nDS, 5pokane, Statc aC Wushington
SAIU PC]INT BE[NG I"I9F TRC?E PflINT OF SEGINN1NG OF'TFiE
LAND EfERE1NAF"I'ER C7E5CIU BEQ;
THENCE ALDNCi THG 1VESTERl..Y LINE OF SAST} SECTlQh3 8 PAftCEL S(i'px Yarcel 55483.9012}
NORTF{ 90°35'03" WGSZ 888 91 FCET; ~ The Eust }[aiFof tht Sauiheast Quarter nf the 5ousheast Quorter oF the
T3 [~NCE i7E~'AR"i'ItJO S,hlfl ~JESTEI~LY LTNE NQI~'Fls $9'23'~F" 5authwesl C~uaricrvCSeciion B, T. 25 N,~i. +1S W.M. m the Cnunty of
Spnkane, 5tate vClVashingtnn
EAS'[' 400.30 FEET.
T}[ENCC 5qU'T'H 29°562G" Er15T 215.95 FCET;
TFTENCE SOUTI1QO°U904" WE51' 706 49 FEET T[] A Pi]fNT ON `i'1IE
SOUTNEfiI.Y LiNE 4F SASD SEC'CfflN 8;
TfiEAICE N4RT}S 84°5650" WE5T 498 19 tEE1' Tp 1'ElE'TRUr-
PO1NT ►3F BEG1NNING.
A{eaSe Retvrn To:
EXCCC''1~itdG'i~IfCRCr[ZOM TEIG: RiGfTT-f3F-WhY oT' f1ARSCGf{ lnland Peetf1c Engineer4ng Ca.
R4A[7 ANf] AL50 TFIE R]GHF OF Wt'1Y OF ivl1553(]N ROAI3. 707 Nest 7Ch, Sui te 200
SpDkane, WR +39204
TOGETEiEft W6T4i AN CASEMEN'3" ASDiSCLOSCD UY '
[NSTRUMENT RECORDEC] MAY 12, 1944 UNDER RECC1Ai79NG ,
NO, 9405420450; ALL SITUAT6 [iti1 THE COUtdTY Dr SFOKANE, ;
STATr- OF NdA511[NGTC►N.
I
,
~
~
R+verHVft C CR.Y Er1i+S+! U- 3 Riwrrwvlk C C ILr &lrihit D- a
1I4n711146~-2 aVI6sIUaC 7R1As
JI4071IeC3f-7 AY743! f7CIC 7/lk93
9510100081
ra~ I 7~ ~ ~ ~
~ • r~s rv 13 r~a7 ~~~t[C~ ~ ~ • . ~ ~ f~ ~
&sEAF1.qsr p (h) Al] ~ks a~ r~erds pertaining tra any and nI1~Qf+hrrprnyAand ihoi6pANK C-F eallateral ds~ribed a4ove, irreluding tamputes' readable memary snd any egmputer hardware vr
•~r'~ t~ soilwnrt nusssary ta eecm snd proeess weh memory
l ,~r~n r~co~ra ammxra a r•= r ne • nl-
ae■+n~~r~~~+~+u.~ r~.•..... .i.,.,,~,,.nr;~, f i ,p,N addisioM exesanns, rePlacements, subsiitutiong. Prviceeds and vroducts
iowo H e mi sTRrr, nmM wa 9510iClilt]82 +-....c~ ' reClha Pro{eriy deun6ed 'sn this 5ect4nn 2 and of any of 4he Praperly which is yersonaf property
~ F~►~~ 351{}:100081" lIW14119T
Thc Property and al1 af the propeny and rights descri6ed in 5ectiana 1 snd 2 ahnve sre reFerred ta
I1EEb pF TRIf$T, SECLIIt1'IY AICREENSENT wlketireiy in this Desd afTeun as the "Caliaierai"
ATVD Fl!LTUItE FILINC IYITET A551CNNfEN? 9514100(]134
i7F L.EASES AHD REAiTS 3 5£CURITY ACREEAiENT. OCany oithe Callatera3 is detrrmined t4 he persctnal
property, 4rantnr as Qehtor here6y $ranls lo Beneficiary as Sscured Party a ascurity inseresi is afl
wch pvsanal prapsrip 1a secure payment and psr(armnnee of the 5ecured d6figaSirsns T'hia i?eed
Til[S DECfl OF TRUST, SECUAITY RGREEhfENT ANf} F1XTi]ILE rILPNG WITH of'Tmst r.anstimsss a security egKeemrnt 6eswsen Gramoe and 4snefieiary prarsuans ta the LFnsform
ASSTGNh1EN'[' f]F LEASES ANL3 FtEiVTS ('Deed of Trust^) is made Sepsem6er 29, 1493 by Cc.._.- -al Codras sdnpsed m the 5tate afWashingron, as naw or hereafSer amendrd, E+nth respect
STrIIVTON-SPUKIlRiE L P., a lVnshingtan limitrd pa rf nenh ip, as `Granior', wlFnse address eo the Cnllatera), and eny and all prafurty alFecleng or relatrd m ths uu and enjayment of tlse
38 16720 M E 1161h Street, Redmond, SVA 98052, su ltrSliViER CAEUiT COAfPAiVY, as ~ Property, [3ow or hertaAer descnW m any UnifQrm Cnmmereial Cade Finatcing Stasement naming
'Trustee', whosn address is A O Einx 33638, FAB-14, SeauCe, WA 98124•3828, for the beneFst c+C ~ Grantor as DeblQr and 13caefiriary as Seeured Parly The remedies od'f3eneticiary Far any violation
SF-AT7L.E-FfRS'T N1►TI❑NAT. BANK, a nallonnl6anking assoelalion, as "acneCteiary", whase f afdtucavenants, terms and cnnditinns aFthis ❑eesS aFTrust or eny other Gaan Qocumeat (def+neA
address is 105DO N E 8th 5srcet, Suiie 400, IIzllenie, iVA 98004, Altmuon- ktesl Gstate Losn belaw) shnq includs ail remcdiei availa6le tu sreured partiea undrr She UniCorm Cnmmereial Code
Administratian Cirantar apees the SItng aFa finanCing statement in the reeords nosmally having to da +,vith persana➢
prupxrty shatl no[ be conssnsrd as m anywise dernganng from nr impoinng the inSentian aCGTantor
AftTiC1.F I aM Benrficiazy lhat ererythcng vsed cn eanaceiion with ihe pradueltva oFmeame frpm the Prnperty
I lhat is the subjecm aCthis Ueed nfTrusi andlvr adapsed ior usc therein sndlar which is desenbed or
! CRAiVTTNC CLAi35F_ ~C'vrisntor urcvacably granls, bargai ns, ulls and ranvcys t4 ~ refleeted in 4hisl7oed ofTrust is, aM st a31 urtrs end for aIl purposes and m s91 praceedings 6alh lega[
Trnstss and its sueeeswrs and assigns in IrusS, x7th gaiver of sate and Nnth rtght of tntry and or equitable ahall be, rrgarded as part of the real estale i rtes{tecSive of whether [i] any such i[em is
paasession as psvwidr,d hereiN a!I {'rrartSpfs eslaie, nght, irtte, inEerts[, clacm and demand, nnw owned ~ plrysisallp attaelxd to [he impravemenls, (ii) serinl riumbers arc used for 1hc 6elter identificaEinn uF
or hereaRer ar.quired,'sn and I o the Failnwmg (the'Propeny") certain cx{zsipmcnt 4lems capa6fe nCbting thus identdied in any lin filed w'ssh the f3eneficinsy, ar (uE)
any sucri iiem is refened tn or reflecied in any such fiaa:scing slatement vs filtd at any time
[a] 71~c rral prQpeny in SpnS,anr Coumy, iVashmglnn, described in $,~,hiedirle Ay
sitached and any snd all impravemenss now or herea[lcr loeaied thereon (rhs "itea! Properly`) 4 ETIYANC[TH['i 57`ATE1% IEfVT. Th9s Deed nFTrust shaII alsa conatiiute a fsnancing
statement Gled for rccerd in Ihe real esfate recurds as a fixture Filmg pursusnt ta the Unifarm
(b) Y41E land 1ying in streets and ruads adjoming thc Real Prapeny, and afl acesss Cvmmereial Cnde, 'fhes T1eed of Ttvst reay ke given ta secure nn a6ligatian incuFred for tha
rights and tasemrnts pertaining Io tht 1tea1 Properiy ranstrustian of impeavn»mu on lhe Frapexey, inr1uding i&e acquisitinn raClha Feapdty, nr ta secure
sn ohligasion 3ncvrred m refinance an abligasion incurred Tar ehe cnnasruchvn of imgrovesssrnts an
(c) All the [ands, senemrnss, privileges, rerersivns, rrmainders, iurigaiion and iha Prn{", includtng the acquisition of the Propany.
wata rig,hts and sSOCk, oil arW gaa nglsts. rs3yaliies, mmerals artd sruneral ri ghts, a!I developmeni nghis ,
and crtdits, air righl3, heredijamanis aru3 nppurtenanees kxlanging or in any way pcrtarmng lo ths 5 f?IIL1CArTIaFfS SECiPREiI. The fatlnwing ahligations ('Stcured Qbligationa`)
Res! Praperty are secured 6y ihis Deed ofTeusl'
[d] All buitdings, slrvetures, smprovements, fixturex eqsiipmenf and machinery and (a) Paynroent afthewm ofTW[3 hifLL1C7N FpATY SEVETJ T}[QlISA1dT] AND
pro{erty rqw Qr heepqtr a1[ached tn ar ased sn tonnccuon wiih thc usc, occt;pancy ar aperation of 'fdf311IX1 bQLLARS (52,047,000 00) wiSh inleresl khercan accarding io the trrms afa pramsasar}r
Ehe Reai Properiy zncluding, but nvt limiled tq, hcnung ond `+ncineraSing apparalus and eqwpmcnt, nate of even date herewilh, payahls to IIeneficiaey nr arder and madc by GraMVr, induding af6 '
Gailers, eng+nes, moton„ generaiing cr1uipmcn[, lclepharie nrid athsr commumeaSion 3ys[eisis, piping rcnewals, amWmenta, mudifitattons, rxtrnsions and subslitulitsns tfic►efor {She 'Natc`} T11C
srd plumbmg t'ixlures, raafngzs, saaking apparasus and mtehaniral kitchen equipment, refrigeralms, FlOT6 MAY CONTAIN PltpViSEOPfS A1.LOW1Nfi FQR CHANGES ]N T11E [h1TEREST
cnniing, veatilating, spnnkling and vaeuum eieaning syatems, fire exliaguizhing apparalus, gas snd RA7 L
electrie fixtures, irrigasian eqvipmem, carfrding, vnderpadding, eIcvAlQrs, esca4atnes, partisinns,
martides, built-m rmrcara. windnw shades, hfinds, scrceng, stnern sash, awnings, Fumishings of pss6lic j (6) Payment nC any Turther sums ru3w ar hereafler advassced ev Ioaned hy
spacss, halls and lahhirs, end shau6ber7i and planis Afl prvrcny mensioned in thig fs+hsec[fon {d} Sereesciscy io Grantor, ar any of its sueeessars or s33igns, and payment aFedery asher present and
shall he desmed part nCthe realsy and noc srverabPe wholly ar in part wsthavt materisS injury ta the futurc obligauam owing by Grsnlpr to fienef~eiary aFany kind, and a4l renewsls, modi Pcasiaas, and
Real Fropeny exter~sinm tfxreaf, irKlcsding arry inlerest, fm, eos[s, sesvicC charges, indemnifisatians Bnd expenses
~ eonrxctrd rnth such oblrgatiuns,'sC(i)the pramissory nate ar ather wrtsten dacvment evidencjng RIe
(e) All rrnts, imes and praPrs of tbe Real Property, all existing and !'uture leasn ; fisture advsnce or laan or othrr a6ligauan specifically staies that it is secured 6y this Dced of Teust,
of the Rea[ Propsrty (inclu8ing extensFOns, renewals and su6leases), all agreemems Fw use and ; or (ii) ths advanes, inrudcng eost5 ond expmaes iasurred 6y EeneF~eiary, is made pursuani ta She
oec,upancy+nilhe Rral Psoperty {aq sueh Iwses and agrcementS wfiether wntlen vr oral, are b ereafler i Nate, th'sa C7eed of Trust or any ather doeuments execufed by Grantqr edidencing, ucunng, or
ttfared to as dse "Leases"~ arkd all gvsranues of Iemee perFnrmazice urder the Leases, togcthcr umh I rdating tv 4he Laan, anNar the Collsterel, wheihsr eacecuted pnar to, zuntcmporaneously witti, oe
[hc immodiate and cantirwing right ta enikcs and receir+a all nFthe rents, incame, rrceipss, revsnues, € ruhsequen4 to tlus 17eed of Trust (thia bred of Trtsst, the Aloie snd sIl sueh nther doeummss,
issutS, profitS and ather intoms ar sny nature nuw ar herealler due (inc.luding anp incume of any inrJudmg arry canstnuctron or pther Inan agresmm[, snd all renewals, attsendmtnls, modilicaSinna or
" nasure caming due during eny redemgiinn perios4] undrr ths Lcases ar feom or nrising out of ihs Renl extenaians lbereof, axe heresfler cailectively refrrred to as ttLe 'Loan Qoeumenis'), l4gesher wiih
. Fi. F_ Fxose Tax Ensmpt
~ Date ~'~c~ -IG te ~_5- ;
5pakane County Trea~9
- °
r~,A1,217
G
YOL ~ ~i ~ ?hGE 4
. Yfl4 I 781PlIGE ~j •a
' SCrIeauLE A ;
77i15 SCHEi]LII-E IS PART QF THE i]EEb QP 7'RUST DATEll SEPTEI4SBER 29, 1995,
BETWEEN STANCON-SPOKANE L P, A WASFifNGTCiN LIAf17'ED PAR"I'NER5111F, AS
GRANTOft, RAII+ZIER CREA1T CC3MPANY. A5 TALIST[E, AND SEATI'E.IE•FIRST
. NATIONAI. BIUNK, A NAT14NAL BANK1NG ASSRCTAT[ON, AS nENETICIARY
PRQPE3iTY ADDRE53 EAST 51i7E C1F BARICER RCYAb LYIhIG AETVF-EN M[SSIQN
AVEIFIUE AN17 SFQICANE HfVEP, SPOKANE, We1
LE[}IlLAESCRIP'F'ION ([.egal description wntinued)
Ru+.cEr, 1 PARCEL 2 :
That portion a£ the sovth halE ❑E the saukhwest quarter and Gavernment That partion of the Sauth half af the 5outhwest quarter and covernment
Lsats 5 and S, o€ Section 8, 1'ormship 25 Narth, itanae 45 East, N M, mose i,ats 5 and 5 ef Section e, To►mshi 25 Horth, Ranqe 45 Eaat. W.M , more
paeticularly dsscribed as Callowa: particularly desc'~T'n as ro Owg:
9EGIrINING aC the most HartherZy corner oE Tract "H" ~oE RTVERHALK FIRS? ~ a£GINtdfATG at the moa[ Nartherly cornea 6f 9'racC "f[' af RZVERWALiC FIHST
AAnImIOH as per plat [hereoE reGarded in Volume 23, of Pl.ats, Pages 37 nnDITI6H as per plat thereof secarded in volumc 23 af Plats, Pages 37
thraugh 40: trhersce Narth sa=ootaa• East, a distancs of 249.12 EeeL; thraugh 40; thence Sour[h 29°54"58• Eaet, alensJ the Easterly bpundary rjf
thence North 40430"15' Bast, a distance vf 130 OS Eeee, thenee NarCh said RYVERk1ALK FTR5T ADDITI6H, a diatanee of 159.08 Eeec; thenee Nqrth
1$408'02" East, a distance oE 141.78 feet (Rec 141.63 EeetF: thence 60-00'61" Ea9t, a distanee of 269 96 [est; thence Sauth 29°59'S81 East,
Narth 04°04`41' West, a diatance aC 437 09 Eeet; (Rec Horits 09°04•56" a dSgtance ef 27.01 feet (Rec. 27 ou teet}; thenee Harth 56140•58^ £a'st,
WeaC, 437,99 feet}; thence Knrth 34139'15" wese, a distance of 33.52 a distance aE 51 93 feeti thence Hvrth 75440'S8" East, a dAstaace ❑f
feet, (Rec. North 34031'54' Wegt. 39.57 feet) ; thence Harth ❑5°43'2B" 63.99 feet; (Rec 60.30 Eeet); Chence Horth 89°48'00" East, adigtance
EasC, a dAsCance ng 100.00 Eeet; thenee }lorth 42°37'12" East, a dSstanee ag 331.53 feet„ thenee Eiorth 90"12100" SiesC, a distance aE 119.41 feet
of 110.22 feet to the Se3utherl.y line esf Pazcel •A•, as describsd in a IRee. 119 34 feeti :thenee Hqrth 02°41'03" EasC, a- distance [+f 50 OA
StaCUtary Wasraesty peed recartted undar Auditor'a Daeument l10, feet; ChenCe HQrth 00°12100' West, a distanCe 119.41 feet, (Rec. 126.00
9405120394; thence along the Soukherly Line oE said Parcei 'A" Sguth feee); thende North 99149'00• Ease, a r3isCance af 144.50 feet, thence
00141,37" west {Recvrd South 51016' West} a distance o€ 517.09 Eee[; Nvrth 00112'UQ' West, a distance af 114.06 Eeet tRee. 110 00 feekl:
Chestce South 12°19'11' Eaat, a d3atance oE 110.59 feet; thence Sovth thence Nvrth 44102'S5• Ease, tRec. North 04002152" Eaatf; a distance aE
$4-18•44 WesC, a distance of 23.15 feet, thence SQUth 3,2°19°11• EasC, a 35.10 feet; thence Nvrth 0(}012'04" NesY, a distance af I099.94 [eeC:
distance of 152.84 feet; thence 5outh 77°40149• West, a distanca vf [Rec. 110.00 [eet] khenee North 89048100" EasC, a diatanca oP 30.01
411.57 feet; Chence 5fluth 12019`11' East, a distanee of 110.00 feet; fest: thenae taveCh 01"37.'31° West, a disCance eE 348 09 feet; thence
thence Harth 77640'49' Saat, a diatance aS 10.00 feet; thenoe Saut'h iN4Ffih 33178'27" Hest, a distance ot 21.65 feet, thence Horth 56°21'33•
12015111" EasC, a disCanee af 66 34 feeC; thence Harth 65°09'55", a East, a diatance of 70.00 feeC; thence Nnrth 33°39'27' West, a distance
distance oE 262.49 geeC; thense Horkh 78023`34" East, a diseance of v# 145.06 Peet; thence Sauth 56021'33" West, a distance oC 37.48 Eeet,
82.49 Eeet; thenes $auLh 09°44°a1" Eaet, a distance oE 1010.21 feet to thence Nacth 33*38'271 xesL, a clistance af 265.20 feet t❑ C.'he Sautherly
the beginning af a cusve cvncave to the South haning a radius oE 257.50 ]Sne of Parcei "A", as described in a seacutory Narranty Deed recorded
feet (fram srhich a radial lAne hears South 13123'18" Cast); Chenee under AudiCor's Pile 'Ilocument Na. 9405120344; t'hence Sauth 67°13'23"
Weeterky alvng aaid curve thraugh a cesitral angle oE ❑7°34•ao• an arc 4rest, along the Scxutherly 11ne of saSd Farcel *n• Srtec. soueh 61°49•
diatance aE 35.78 feetF thenCe Svuth 69004141• East, a distancN af Wes0 a d1aGance oE S58.69 Eeet; Chenee'South 42°37'12• Hest, a diaCance
150.03 feety thence Sau[h S5°09'55" 1tesC, a ftstanCe oE 420.59 [eet, of 11Q.22 L`eet; thence South 06°43"2e1 West, a distance af 11Q UO feet;
thence south 49056'27" east (Rec Sauth 49°55'47^ east) a distance ❑f Ghersce Sauth 34079115' Sast, a distance of 39.62 feeE (Rec. South
71 11 Eeet thence SauCh 29159'S8" East, a distance aE 110.00 feet, 34°91'54' Eaet, 39.57 feet}; ttsenre SeuCh 93°94'4I* East, a distarste aE _
thence SQUth 74143'431 East, a diatanse of 49.27 feett thence South 437.89 feet SRec. 8outh 93144'56' Ea9L, 437.99 feety: thence SouCh
29°59'58" East, a distance df 118.04 feet (Ree, 118.06 feet): thente 18106'02" Neat, a distance af 141.78 feet (Rec 141.63 feat); thencs
' North 6f?°00'02" $aet, a distance of 97.06 feet Cp Che PQint vf Ssuth 40°36'15" West, a dlsCance aE 130 45 feet; thence 5rfuth 6000[]'02'
eegxnnxng+ Siest, a diseanee oE 249.12 feet to the Svint vf seginning;
3ituate in the caunty af Spokane. State 6f 4rashingcan Situate in the County Qf Spokane, State aE Washingtan.
(legal continved on next page)
. `
-20-
-1} ~ 9
~ •
INLAMD P14~IFIC EN~INEERI[VG - TRANSMITTA►L
707 w. 7tn Avenue, Suite 200 Spok8na, WA (509)458-6840 Fax• (50g)4 sM844
TQ: SP[JKANE COLJI~TY EI~G1NEER %~A~~~~ ` 7i T849 i';
~ 'h~ , `
r~ n ~ „ ` ~ ;
~
AtfENTlON: Davi '1:P:E.C~~'RO~€ECT '~>~9~'~58D
-
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4t i~
~
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PRL7J~GT PE- 414~`';~~ 1 0 '•PRO;~ET~1~1 iVIE: ~A1VER
AQ 1T1~~'~" Y ` `
~ Ruh;..
De5CT1ptIon: " • _
❑ Xerox Prints ❑ Copy af Leiter 0
* Original arawing 0 =Contract Dvcuments ❑ .
❑ T'~tls Repcart 0 Decfarativn af Cav. ❑
No. Copfes Descrrptron
1 OriainaE Niular (2 Paaes)
Purpose .
❑ lnfarmation ❑ Review & Gnmment5 ❑'Per Your Reguest
■ Written Approaal ❑ 5ignature & Retum 0 Far Filina
Rerriark5
Dave -Enclvsed please find the ariginal mylar on the abvVe referenced
prvject. We are ready to start thre finalizatRan o# said prvject. It is my
understanding the on1y thir~~ ~eft %s the lefter from DQT which shvuld be
in shartly. If you need any additianal information, please dv nQt hesrtate
to co ntact th i s offi ce.
Si9ned: 1"' ~
~1ie J Sparling
~
I N LAN DPA+CI FIC ENCa I NEERI NG - TRANa►M ITTA►L
7p7 W. 7th Arrenue, 5tiita 2DO 5pokane, WA (509)458-864A FaSC: (SW)4$8-+6844
~~f~~«F~r ~
T[]: SPOKANE C~]'UNT1f ENGINEER ~ DAT.E: >~o'~eri~ >
, r,.
AT6ENTION: [3ava Berto .~P.E.Q'~-~RRO,]ECT • 95580
,v.Mm
~7 C Cp ` ' ~~,y, , . . . 4.~` Y`C ~f•
Pf7VJCCI r nG-1Y14 u'~•'
iPR0..~~~; ~~la►~~E:<t`~RI~ER~,0~1~~~`~
~FC)U~tT~ ADDITJ%I`~:-'~««
DesGriptian:
❑ Xerox Frints ❑ Cvay of Letter 0
❑ Driginal Drawing 0 Cpntrac# Documents ❑
■ Title Repart ❑ Declaratian vf Cov. ❑
Na. Copres !]escri,ptrQn
1 Llca-dated Plat Certfficate with ❑rooer date
PUrpase
a lnfvrmation 0 Revisw & Comments ❑ Per Your Request
❑ Written Approval 0 Signature & Return ■ Filina
Remarks
Dave - Enclosed please find anvther Up-dated Plat Gertificate wi#h the
correct date fvr the abave referenced prvjeGt Thanks.
i
Signed: - ~
Bil i Ja Sparling
~ ~ECEIVED
OCT 17 S6
;
sPvKAs~E COUNTv ENs~NEER
-
' An 18098918503 CASTLEWQOD GaHa P02
r ~
SRpK4NE CDUNTY SFA#dDAR4 - GURS INLET TYPE 1
TYP£ "Y" DRYWeLL WtTH STA. 46+75,74 LT_
TfPE 4 METRL FRAME AND GRATE T.C.=2024.31
STA. 48*00. 28.5' RT. '
CRATE ELEV.=2023.58 REVISED Sl QPF
' 6` SIpLWALK 4 AREA
uruLI7► ~~EMENT RlVERW"ALif L,RNE
rrPr "a' cUaR ExiSTING ORAIN►qGE
EASE.MEntT
~
+7.7r f ~
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27.93'~
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1' `Z
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BouNDaRY aF LEvEL
FLAT B0770A+I AREA Z
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to
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~
~
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. 110.00, ' i • ~
PROPOSED []RAIdV11GE PROPERlY LINE
EA5EMENT
14° UTILlTY EASEMEN'f
•
~
SCALF: 1" w20, POND BOTTOM ELEI.=2023.08 ~EI(pIRES 4f24,r
` BERM ELF-V.=2024.51
4\ A* IrNLAW
to LQT BLOC~C 2 PdClFIC
RIVEf~WALK 4TH ADI~ITIaN ENowraNo
M? WW 7th .Suke =0
~ ()ArE. 6r30/97 ~ ~ 9o~ ~r~ +ae--~+
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