25522 PE-1414E RIVERWALK
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Hemmings, Bill
From: Hemmings, Bill
Sent: Tuesday, July 14, 1998 11:52 AM
To: `toddw@ipe-sti.com'
Cc: Johns, Bill
Subject: RE: Riverwalk 2nd - "Eyebrow"
Regarding Riverwalk 6th I checked with Phil Barto and he would accept the tum around with asphalt grindings
being placed over the gravel and compacted to provide a hard surface.
Regarding the Riverwalk 2nd question, I am trying to meet with Bill Johns. Phil Barto is not supportive from a
maintenance stand point.
From: toddw@ipe-sti.com[ SMTP:toddw@ipe-sti.com]
Sent: Monday, July 13, 1998 2:34 PM
To: Hemmings, Bill
Subject: Re: Riverwalk 2nd - "Eyebrow"
BIll,
Call with any questions or clarifications.
Thanks for your prompt response.
ToddW
> From: Hemmings, Bill <BHemmings@spokanecounty.org>
> To:'toddw@ipe-sti.com'
> Subject: RE: Riverwalk 2nd - "Eyebrow"
> Date: Monday, July 13, 1998 2:10 PM
>
> I talked to Verril on this and he wants me to look at it and discuss
> with him. I will look at it this PM.
>
> >
> > From: toddw@ipe-sti.com[SMTP•toddw@ipe-sti.com]
Sent: Monday, July 13, 1998 10:25 AM
> > To: Hemmings, Bill
> > Subject: Rivervvalk 2nd - "Eyebrow"
»
> > Bill,
As a follow up to my submittal a week or so ago, I wanted to inquire
» as to
the status of my request to have the "eyebrow"/cul-de-sac removal
requirement waived so that we can get RW 2nd submitted for acceptance.
»
Please let me know your schedule in reviewing this information.
»
> > Thanks
> > TRW
»
Page 1
i~lllE
, . _ . 7 to P
INLAND PACIFIC ENGINEERING, INC.
June 27, 1998
W.0.96083
Spokane County Engineering - Development Services
1026 W. Broadway Ave.
Spokane, WA 99260-0170
Attn: Bill Henunings, P.E.
Re: Riverwalk 6``` (PE-1414-81195)
Paving Requirement for Temporary Turn Around
Dear Bill:
As you know we are trying to get both RW 2nd and RW 6' ready for acceptance by the County. Along
those lines, once RW 2"d has been submitted for acceptance, we plan to submit RW 6" directly following
for acceptance. At the present time IPE has done numerous walk throughs and is ready to submit RW 6'
at this time. However, we would like to request a plan change to remove the requirement to pave the
temporary cul-de-sac with asphalt and allow it to remain gravel. To that end I provide the following
justifications:
A. We have checked with the Spokane County Fire District No. 1 and have received permission
from them to construct the cul-de-sac Arith out asphalt pavement. A letter to that affect is
enclosed.
B. Any asphalt placed at this time, will require complete removal to extend water and other utilities
into the Inland Empire Paper company property and would be Iost under future development
scenarios.
C. Access from this cul-de-sac is only provided for maintenance vehicle turn around maneuvers
(assuming snow plowing), access to the sewer lift station facility (pavement does not extend to
the facility with or without the cul-de-sac asphalt ) and the adjacent property for farming access
or other agricultural activities.
D. Deletion of the asphalt paving does not put the public health, safety or welfaze at risk.
If you agree with the delerion of the asphalt paving reyuest, please norify this office and we will modify
the approved/accepted mylars at the County. '1,/~y `Q
v
Sincerely,
Il Pacific V.eerin ~ TO ks ~ ~~T I~O~~
Yrj D~ct Gl~t~-K ~'~E Iodd R. Whippl President. fS~. JUN 2 g 1998
TRW/tw SPOKANE CQUtJTY ENGINEER
enclosures - Copy of the Plat, Street and Storm Plan and Utility Plan sheets -
cc: Bruce Howard, II'E
file
707 West 7th • Suite 200 2020 Lakewood Drrve • Suite 205
Spokane, WA 99204 Coeur d'Alene, ID 83814
509-458-6840 • FAX 509-458-6844 208-765-7784 • FAX. 208-769-7277
06/15/98 MON 15:55 FAX 509 892 4125 SPOKANE VALLEY FIRE DEPT 10003
SPOKANE VALIEY FIRE DEPARTMENT
~ Spokane County Flre District l
10319 EAST SPRAGUE AVE. • SPOKANE, WA 49206-3676 •(S09) 928-1700 • FAX (509) 892-4125
R. Pot Humphrlsa L
Chlet PM ~ ,1~/g
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Ct~ tltt InlNsb
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June 15, 1995
11't~.J
~
8ruce Hoj,►ard
Inland Pacific Engineerinq, Inc.
707 W. Seventh, Suite 200
Spokane, WA 99204
RE: Riverwalk 6th Addition
_ Temporary Cul-De-sac
Dear Mr. Howard:
The Spokane Yalley Fire Department will accept a non-pavecl
surface for this cul-de-sac, with the understanding that if/when
tha area is platted, paving for this cul-de-sac will be required.
Sincer ,
i er
4IFrSpector
r
KM/md
2066433475 AWRAY FRANKLYN INC. F-256T-310 P-092i002 MAY 13 '97 10:08
p/-7/i :E
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a ~
M~N-D
Match 21,1997 ~0MESNc
- " Matk Rohwer
Washington State Dept. of Transportation
Eastern Region
2714 N. Mayfair St.
Spokane, WA 99207-2090
Pat Harper
Spokane Counry Division of Engr & Roads
1026 West Broadway Ave
Spokane WA 99260-0170
Re: Riverwalk Div. 6
WTH Development
Dear Mr. Rohwer and W. Hatper,
Please be advised that we have reached agteement with WTH ~~egarding the payment of
their pro-rata share of the traffic signal pursuant to our agreem ~nt dated Septembex 23,
1996. We therfore have no objection to the recording of WTH~s plat of Riverwalk piv. 6
consisting of eighteen lots.
If you have any questions regarding this matter please do not 161esitate to contact me.
(
Sincerely,
r G,
~
Michael Miller
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E. 10905 Montgomery, Suile lA I
Spokane, WA 99206 ~
Phone (509) 922-6467 I
PAX (509) 922-6470 i
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HpN(E OF; pyp'' RIVERWALK '6THr'ADDITION=' k' . , ` • ' . : . Plat~#.~'' P1 P1414-E
ADDRFSS OF BLDG ' _ , . „2,.;v;;~„;-:~~~ , . • .
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NAME OF BLDG PROJECT BLDG# B9'~ S 8 T 25 R 45
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a ~Ctiireni,lc' Count Design Year TraffcCotmt
VPROJECT DESCRII~TIVERWALK 6TFI. ADDITIO ZS A.4. y7.•1 ACRE1$:`LOT SUBDIVT$ZON'`EAST OF BARKER
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ROAD, EXTENDING"'INDIANA~"AVE Ja~...o
NUE'~TO'~TH~VER~~LWA KfPL'AT~EAST BOUNDARY.
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rr.~ ~~~.{~•PR'OVIDE A.T~ORAR PE.•A. CURB~ACROSS"~FUTUREHODGES iLANE , WITH A
PROPOSID DESIGN,DEVIATIONL
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TEMPORARY POND `AND STRUCTIJRE •~OF~ E PAVED~WIDTH BUTtWITHINrCOUNTY ROW"'OF'INDIANA AVENUE; THIS
rs. -461z~•s:%, lfaYA
DEVIATES FROM"-TAE ~'SPOKANE-`COUNTY~STANDARDOGA~T.IONi~FOR'~DRAINAGE~PONDS AND STRUCTURES.
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auJUSTIFICAT'ION: _ ~A•.>,:,t.~:"LF.GROUP; DRAINAGE FOR
1) DUE TO 'AN''ITY TO~a BTAIN AN OF STTE EA$EME NT FROM THE WECO' THE
- • , r ^w • i~~i ' 1+; ~•t ~.v-~
EAST END'i'OF `INDIANA°"NORT H OF .CENTERLINE- TO•~BUREVISED~,~ ' '
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2) CURBS ARE 'ALREADY`'POUREDIMITINPT~IONS~TO RUN~ S'IftBMWATERxTO -POND' C°VIA -A-CROSS GUTTER
AS WAS SUGGESTED . i`: ~ x .y .',ki,y~,;•, ~ry -e. ,A,`•';#~~.=
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3) WITH r~ THE~IMMINENT"~~FINAL'IZATION•'•:~HE RI.~I,~K~~6TH~NPI.~A~,~~RiV,~$WALK-~f3TH'DR~E PLANS
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WILL NEGATEWTHE °NECESSITY -FOR TH~.bE TEEMPQRARY SQLUTION ° PR(~POSED-'HEREI~HOUGH T~
A1~. u~.S `:e-o'. .j,~
TEMPORARY^"MEASURESKDO'- PROVIDOR SRAG~ETR~EATMENT OF'~$TnRMWATNr ER`°~A$' RFOUIRF,D .
` ~f'yr~j'';~ : • - , --c ~.Y_ {~x~c.`,~Y"~ . ~r,~ st*~ 4 x,_•,,~ ~„q~.~ •
4) TEMPORARYtTYPE'"A""CURB'IS~'PROPOSED~FROM TAE WEST CURB'RETURN TO`THE'EAST CURA RETURN ON
~y",v.'L~.:YTf`l~ ~'Myl jI-+'1~4'~"~~I~.
INDIANA @ HODGES"LANE;'~TO ENSURE TRAFFICMSA~FETY.' . ~ ~"-•~.j
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SUBMITTED BY'" SUSAN~`MURPHY/INLAND I.PACIFIC ENG`TNEER~TNG~4~`INCDAT'E ~CH 21. 1997
t . . ' 4~ ~ ~4~lb`~F.~.., ~
ADDRESS ' -,~'707'`47EST~7TA~'AVENy~~UTe~E 2~ 0~g~0~, SPORANE~WASHINGTON ZIP CODE 99204
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PHONEN (509) 458-6840 (509),4•r587'«1^t°='684r-i4~fFAR~)
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t*+•*~'" -AD11~TI.STRATIVE~VARIANCgFEE OF PAIDsTO,SPOKANC COUNTY'+~s.s.•
. J026 W BROADMVAY pPO ;KANE~~ 170; ONE.(o509)45600 FAX (SQ9)3243478
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CA5H/CHECK~ N.~. RECENED BY, ~ ° w~ • ~ ~ . DATE
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INLAND PACIFI ; • ~ )0940
RECEIVEO FF.OM
OUR REF NO YOUR INN ~ . ' . Addre _ ppLLARS
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~ FOR " •
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~ ACC.OUNT 1 HOW PAID ~
BEGINN CASH
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~ c µtOUNT
-~i PAID HpNEY I BY
ro BAIANCf - IOROER .
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_ Ver~dor:SPO()('-)8 _ SPOK.A:VE GOUNTY ENGINEtRS Ch?cE a 1228't
INLAND PACIFIC ENGINEERING CO., INC. 12 2 8 4
707 W. TTH AVE., SUITE 200 WASHINGTON TRUST BANK
. SPOKANE, WA 99204 SPOKANE, wA 99270-2127
(509) 458-6840 28-e/1251 .
'0582701
, DATE CONTROL N0. AMOUNT
_ Cl? / 18/ 97 1 X-. "2 34 ?,()l_)
*#*THIRTY AhID NO/100 DQLLAR5**"*
- ' , PAY "
' TO THE '
ORDER OF S''--,VANE GQUNTY ENG INEERS INLAND PACIFlC ENGINEERINfi CO., ING '
, GENEAAL ACCOUNT
,
AUTFiORIZEO SIGiJATURE
.
\ii'0 12 284ii' '1: 12 5 1000891: 1009 764 14 30
. - - n SECUF.ITY f EATURES IM1CIlJ6FD. CE TA7L5 ON EACK. o.
. • SPOKANE COUNTY IlVTERIM ROAD & DRAINAGE _
SUBMITTAL CHECKLIST
PROJECT {f P t 4►9E DA'I'$: Q• 2 3-9"1
PROJECT NAME: ';~~~WAL~ ti~ AbDlTlo&3 y
PROJECT SPONSOR: Miwe~ ~k''~ ~-MmLiOSO 0 TFt 0 4lo"7-7400
PROJECTENGINEER: TOUD WkLP9I_E, p E. 'I'FT # 458-44~40
(Road & Drainagc Plaas) F,4T S. ''T t! g5$-laa4D
PROJECT SURVEYOR: F
(Ptac)
PLEASE PROVIDE A RESPONSE TO EACH OF T'HE FOLLOWING ITEMS.
GENERAL TTENiS
YamOOwA❑ 1. A signed "AGREIIVIENT TO PAY FEES" form has been submitted to Spokane Counry along with any
applicable plat fees, prior to any pre-design/presubmittal meeting
v.l=uxo❑NIA❑ 2. I have a copy of, and have reviewed the most recent conditions of approval and any EIS/MDNS requiremenu
and conditions of approval have been incorporated in this plan submiaal.
PROJECT DESIGN
YeslJrv,Oru,►❑ 1. I have completed a mi.nimum of one pre-design meeting with Spokane County Development Engineering
Services Engineers where• agreement was reached on drainage design approach.
Yal%1,v,13N/A13 2. I have included thc results of any geotechnical testing that is required by the design approach to verify design
parameters.
Y.l'JN,ON/A❑ 3. I have included any required pavement design calculations on new Public roadways as required by the
"SPOKANE COUNTY STANDARDS FOR ROAD AND SEWER CONSTRUCTION°, latest edition.
Yaur,ZIN/A❑ 4. The road and drainage plans comply with the"STANDARD R4AD PLAN" requiremenu for plan, profile, and
~ rypical cross section elements contained in"SPOSANE COUNTY STANDARDS FOR ROAD AND SEVVER
CONSTRUCTION" latest edition ezcept as allowed through approved design deviations.
Ya[ErN4❑N!A❑ 5. The drainage report incorporates the minimum requirements for a storm drainage analysis as noted in the GSM
and other items wtuch aze appropriate to demonstrate that the desiga meets all requiremenu of the Spokane
County Guidelines for Stormwater Management except as allowed through approved design deviations.
YA,,CLA❑ 6. A complete drainage basin map with time of concentration paths shown has been included with the detailed
hydrology calculations. Dtainage basin tnap shows topograph, proposed drainage features, and correlates with
hydrology calculations.
vQONa❑rrIAB 7. All applicable traffic signing requirements are met and have been incorporated'in the plan submittal.
YaONXIx~AEr 8. I have included copies of all approved DESIGN DEVIATIONS which are required for this project.
Y.IJNoDN/AEI 9. The plans and drainage report are stamped, signed, and dated, and contains, the applicable certification
statement.
Ya0NoOr+1A13" 10. I have included an adequate erosion control plan and applicable standard plan notes.
vesErNoONA❑ 11. I have secured approvals from all applicable outside agencies such as fire districts where applicable and have
included proof of their approvals..
,ra13N,0N/A❑ 12. I have provided an acceptable means for perpetual maintenance of street and drainage facilides that is acceptable
to Spokane Counry and have secured and included copies of any required easemencs.
Ya2rroONU❑ 13. I have reviewed the plans, calculations and other submittal data for completeness, accuracy and consistency and
have submitted two copies of plans and (1) bound drainage report.
r ~
I:t^.derstand that the requiremenu noted above are the minimum requirements necessary to perform a cursory review of the project
71ans-and that additional information should be included with this submittal as necessary. I understand that this submittal will be checketi for completeness prior to review, and that it will be reNrned for further information
if it is found to be incomplete.
I understand that this submittal will not be accepted for review (and placed on the review list) umh1 alI required information has
been submitted.
Form completed by the responsible Engineer: TO PG t_E, ~ E.
Company: Z1')LAi'3~ -?jtL1F1.L
Address: 101 ~1 ~`.~L ~ 28'O SP01CAr1.) E, t,l)A qq204
Zip code
Date:
FOR SPOKANE COUNI'Y USE ONLY
SUBMITTAL: Y Accepted4ee*~.-
Rettuned for submittal of the following:
GENERAL tTEM !i :
PROJECT DESIGN 1# : -
RFSUBMITTAL ITEM
Form retumed to: T"-de
Company:
Address:
Date:
gy: T``-V► GG -
Spokane County-Piiiblic Works Development Services
.r . ~
INLAND PACIFIC ENGINEERING, INC. PFCEIVED ~
APR 2 3 1997
April 23, 1997 SPOKAFdE COUNTY ENGINEER
W.O. 96083
Spokane County Engineers
Engineering Development Services
1026 W. Broadway Ave.
Spokane, WA 99260-0170
Attn: Ed P , , P. .
Re: Riverwalk (PE-1414-81/95)
Riverwalk 6th Addition Lot Plans
Dear Ed:
In response to your fax dated Apri121, 1997, we are submitting the following:
1.) 2 copies of the lot plans, signed, stamped and dated by the Project Engineer, Todd
Whipple, P.E.
2.) Section details for each of the lot plans, also stamped, signed and dated by Mr.
Whipple.
3.) A completed submittal checklist.
We are requesting acceptance of the submittal at this time. Thank you for your cooperation.
Sincerely,
INLAND PACIFIC ENGINEERING COMPANY
Susan Murphy, E.I.T.
sm
enc.
cc: file
J. lDocuments 1960831 revsu64
707 West 7th • Surte 200 2020 Lakewood Drive • Suite 205
Spokane, WA 99204 Coeur d'Alene, ID 83814
• 509-458-6840 • FAX 509-458-6844 208-765-7784 • FAX 208-769-7277
-
. Pl44E
A.. i--•,
S P O K A N E Y. .A . ~ C O U 1-4 T Y
,
DIVISION OF ENGINEERING AND ROADS • A DIVISION OF THE PUBLIC WORIGS DEPARTMENT
William A Johns, P.E., County Engineer Dennis M. Scott, P E., Director
April 3, 1997
Todd Whipple, P.E.
Inland Pacific Engineering
707 West 7th Avenue, Suite 200
Spokane, WA 99204
SUBJECT: P1414G - Riverwalk Sth Addition
Plan Submittal (IPE letter dated March 19, 1997)
_
Gendemen:
We have considered your request, and have reviewed our files for the various phases of the Riverwalk project.
The primary access poin[ is located ac the easterly end of Indiana in Riverwalk 6th. It appears tha[ access [o
Riverwalk 8th is, by any rou[ing plan, available only by traveling some distance on Indiana Avenue. At our
last site visi[ on April 2, 1997, Indiana had not yet been paved from the east boundary of Riverwalk 2nd.
through Riverwalk 6th, to the access point for Riverwalk 8th.
We would like co note [hat the pla[ approval for Riverwalk 7th was granted in spite of the lack of approved
pians for the Barker Road improvements. Those improvements became necessary due to the lot threshold
which IPE had indicated would require those improvements. The plan acceptance of Riverwalk 7th was not
affecced by the acceptance of Indiana, as the primary access to most of the Riverwalk 7th lou is espected co
occur from Mission Avenue.
The Counry has been working with IPE since at least the Spring of 1996 on developing the construccion
documentaaon for those phases of Riverwalk which constructed Indiana, and the supporting drainage facilities,
up to the westerly boundary of Riverwalk 6th (phases 1, 2, and 3). This was all so that following phases which
access Indiana could have plans submiued and plats approved. The first submittal of the Record Drawings and
suppor[ing documents for phase 1 was received in November 1996, and comments were returned in December
1996. To date, the actions necessary to address the various comments noted in our review uf IPE's submittals
for phases 1, 2, and 3 have not yet been completed. We acknowledge receipt of the Phase 1 Record Drawings
submitted at your meeting with Ed Parry on March 28, 1997. You also indicated in that meeting that the
Record Drawings for phases 2 and 3 would be submitted by April 2, 1997.
As you will recall, the plans for Riverwalk 4th and Sth also were not to be submitted until the County had
accepted the construction and established Indiana for maintenance. This position was taken so chat the Sponsor
did not get placed in the position of having to maintain and plow what would be the major access into and
through this large subdivision until the roads were finally established as County-maintained roads. This is
similar to the situation in the Westwood Subdivision, with which you are familiaz. It is unfortunate that this
posidon had to be taken on those projects, but it was the only option available to the County to encourage some
acdon toward the accep[ance of Indiana. As the Sponsor demonstrated progress on the acceptance of Indiana,
1026 W. Broadway Ave. • Spokane, WA 99260-0170 •(509) 456-3600 FAX: (509) 324-3478 TDD: (509) 3243166
.i .
Todd Whipple, P.E.
P1414G - Plan Submittal
April 3, 1997
Page 2 of 3
rhe Counry relaxed chat position to accepting the plans for review, and then construction, with plac approval
of those phases [o be granced when Indiana had been established.
At our February 24, 1997 meeting with the Sponsor of phases 1, 2, and 3, we had indicated the Counry
Engineer would be willing to consider granting Final Approval for Riverwalk 4th and Sth prior to acceptance
of Indiana. Tliis, however, was coiitingent upon continued progress toward t/te acceptance and establishment
of Indiana. We are concerned that with the Record Drawings having been submitted, progress in processing
[he calculations to support the plan changes may stagnate. This will have an effect on the plat approvals for
Riverwalk 4th and Sth.
There are many items which can, and should be completed prior to [he actual submitcal of the Record
Drawings and supporting documents. Among these items are any plan changes which are contemplated. Plan
Change Requests should be treated in a fashion analogous to a Design Deviaaon Request in the project design
process. If plan changes are necessary to account for field condiuons, then the justificauon for those changes,
co include all supporting calculations, will need to be submitted, and then receive the Counry Engineer's
approval, prior to submiuing the Record Drawings. This is necessary so that (1) the processing of the Record
Drawings is noc delayed by the processing of the plan changes, and (2) so that Record Drawings are not
returned due co plan changes which the Counry Engineer will not approve. This will also minimize the pocential
to re-record any additional easements which may resul[ from the proposed plan change.
We are enclosing a list which summarizes generally the actions necessary to address the different categories
of the corrunents provided. Please refer to the actual comments (previously provided) for the specific items
of concern. Our file search indicates ihat calculations showing how the revised ponds meet GSM requirements
for water qualiry nreaunent and storage volume have not yet been submitted. Although the Counry Engineer's
Office is primarily concerned with the calculations for ponds receivitg runoff from public rights-of-way,
calculations for all pond revisions (including chose which serve only the private roads) are needed as part of
the public record for this project. ,
We will allow the submittal of road and drainage plans for Riverwalk 8th and 9th Additions a[ this time. In
light of the above, we do not feel that it would be prudent to accept for construction plan submittals for [hose
addicional projects which can be expected to have their primary access from Indiana, until Indiana has been
accepted, and established by the Counry for maintenance to the point of primary access. This includes
Riverwalk 9th, as well as Riverwalk 8th.
i: .
Todd Whipple, P.E.
P1414G - Plan Submittal
April 3, 1997
Page 3 of 3
Please let us know, in writing, when the other supporting documents for Riverwalk lst, and the Record
Drawings and supporting documents for Riverwalk 2nd, 3rd, and 6th will be submitted; we would also like
to lrnow when to expect any Plan Change Requests which may be needed. I would appreciate your response
by April 9, 1997. If you have any questions, please contact Ed Parry, either by letter, or by telephone ac 456-
3600.
Sincerely,
William A. Johns, P.E.
Spokane Counry Engineer
Lp) ~f~ Edwar J. , Jr., P.E.
Plan Review Engineer
cc: Project file: P1414, P1414A, P1414B. P1414C. P14141), P1414E, P1414F, P1414G, P1414H
Spokane Counry Public Works Director: Denms Scoa, P.E.
Spokane Counry Engineer's Office: Bill Johns, P.E., Bill Heimnings, P E.. Ed Parry, P.E., Dean Franz, P E
Sponsors:
Riverwalk lst. 2nd, 3rd, 4th. 5th: Ed Dean/Mark Hancock, Dean Housley Company, 16720 N.E. 116th Street, Redmond, WA
98052
Riverwalk 6th. Mike Hume. Tomlinson Black North. 8205 Nocth Division, Spokane, WA 99208 Riverwalk 8th
Riverwalk 8th: Mike Miller, P.E./Doug Birch. Pacific Properties Incorporated, 14410 Bel-Red Road. Bellewe, WA 98007
Riverwalk 9th: Milce Klicka. P.O. Box 1455, Hayden Lake, ID 83855
r J
P1414 - Riverwalk P.U.D., phases 1, 2, and 3
Construction Items - Record Drawings and Inspection Reports
This list summarizes the Review Comments on the Construction Documents and
Record Drawings submitted to date. Refer to the actual Review Comments for
specific items
Riverwalk lst:
1.Asphalt depth: Credit rec'd from Inland Asphalt (per Bill Johns)- No
action necessary
2.Concrete gutter depth: Cash payment rec'd from Cameron - No action
necessary
3.Excessive accelerator in cross-gutter at Indiana/McMillan: still need
mitigation from Winkler (per 24 Feb 97 mtg w/ Dean Housley Co. )Pending
removal & repZacement per IPE 28 Mar 97 letter
4. Irrigation systems in swales serving Indiana: still need to be
installed, & Record Drawings submitted
5. Need to establish vegetation in all swales
6. Pond issues:
a. Ponds too deep: IPEC needs to submit plan change showing intended
depth of topsoil & sod or ponds need to be constructed per plans or topsoil
Lests need to be done & results submitted showing compliance to GSM for
either orqanic carbon content or cationic exchange capacity.
b. Ponds too shallow: Ponds need to be reconstructed, or IPEC needs
to provide plan change requesting revisions, to include calcs
c. Pond footprint not per plan: IPEC needs to provide plan change
w/calcs showing that the new layout meets GSM reqt's or ponds need to be
constructed per approved plans
Note:
1. IPE's letter of 28 Mar 97 indicates the actions necessary to
address some of these _ssues.
2. Pond calculations need to address a11 affected elements of
the pond design, including but not limited to: 208 volume, total storm
volume, 208 depth (floor to rim), depth frora normal curb flowline to
drywell rim (minimum of 0.4'), etc.,. Fie1d corrective actions also need
to consider these elernents.
8. Mission/Harmony: Sidewalk was not located per approved plans. Plan
Change approved by County Engineer did not indicate an existing utility
riser which mGy interfere with the approved change. Plan Change needs to
be revised. IPE to resubmit Plan Chaage
9. Need to complete any remaining items on IPE's punchlist. When the
contractor has corrected a1Z IPE punchlist items, IPE aeeds to provide
writtea certification of punchlist completion to County Engineer's Office.
P1414 - Riverwalk P.U.D., phases 1, 2, and 3
Construction Items - Record Drawings and Inspection Reports
Riverwalk 2nd:
l. Need to complete IPEC's punchlist Whea the contractor has corrected all
IPE punchlist items, IPE needs to provide written certification of
puachlist completion to Couaty Engineer's Office.
2. Drywells at Indiana 11+54 (east end of Riverwalk lst) will be viewed as
part of Riverwalk 2nd, since they receive runoff from swales in Riverwalk
2nd
3. Grates at Indiana 11+53: Constructed without required sump shown on
plans. Need calcs to show that new grate elevations provide adequate inlet
capacity, or set grates to plan elevations
4. Need to construct soutnerly interceptor swale, or ad3ust onsite
drainage swales accordingly
5. Ponds:
a. Ponds too deep: IPEC needs to submit plan change showing
intended depth of topsoil & sod or ponds need to be constructed per plans
or topsoil tests need to be cone & results submitted showing compliance to
GSM for either organic carbon content or cationic exchange capacity.
b. Ponds too shallow: Ponds need to re reconstructed, or IPEC needs
to provide plan change requesting revisions, to include calcs
c. Pond footprint not per plan: IPEC needs to provide plan change
w/calcs showing that the new layout meets GSM reqt's or ponds need to be
constructed per approved plans See note for this item under Zst Addition
6. Irrigation systems in swales serving Indiana: still need to be
installed, & Record Drawings submitted
7. Need to establish vegetation in swales
Riverwalk 3rd:
l. Need to complete IPEC's punchlist. Whea the contractor has corrected all
IPE puachlist items, IPE aeeds to provide written certification of
puachlist completion to Couaty Eagineer's Office.
2. Ponds:
a. Ponds too deep: IPEC needs to submit plan change showing
intended depth of topsoil & sod or ponds need to be constructed per plans
or topsoil tests need to be done & results submitted showing compliance to
GSM for either organic carbon content or cationic exchange capacity.
b. Ponds too shallow: Ponds need to re reconstructed, or IPEC needs
to provide plan change requesting revisions, to include calcs
P1414 - Riverwalk P.U.D., phases 1, 2, and 3
Construction Items - Record Drawings and Inspection Reports
c. Pond footprint not per plan: IPEC needs to provide plan change
w/calcs showing that the new layout meets GSM reqt's or ponds need to be
constructed per approved plans See note for this item under 1st Addition
3. Irrigation systems in swales serving Indiana: still need to be
installed, & Record Drawings submitted
4. Need to establish vegetation in swales
im
INLAND PACIFIC ENGINEERING COMPANY
707 W. 7th Avenue, Suite 200 Spokane, WA 99204 (509)458-6840 Fax: (509)458-6844
(
DATE: -1 u.W 2'Z ~ V~ S
V
I.P.E. PROJECT
ATTENTION: Dc..A- v 2 merjo PROJECT NAME: ' ae v wC4- I~ L~
Description F-
0 Xerox Prints 0 Copy of Letter 0
0 Original Drawing E] Contract Documents El
0 Work Authorization = Report ~
No. Copies Description
PurpOSe
0 Information ~ Review & Comments ~ Per Your Request
0 Written Approval 0 Signature & Return 0
Remarks
.
)'0CsC-/
~
„ .
lj .~o Y ~ ~ ✓ w ~ ~ ~ ~c ~ ~ ~ 4~~ ~C9 Qi/~cs ~t/~
U
~ A,
D-41=ke.. wl-~
Signed:
cc:
D\TRNSMTPMS
.f.
~
,
~ 4082081
; Page; 1 of 3
0310511991 01,36P
CO ENj' EAS $,1t Spokane Co, WA
Returri io Cvurity Eng{iieer
Fliyht of Way Uepartiriei7t
1)OCU14E141' 'I't'1'L["s: SEWER EASEMENT
GRAN'l'OR: INLAND EMPIRE PAPER CO.
, GRAtJ'1'EE: SPOKIINE COUNTY
• LL;G11T. DL•;SCRII"1'tOtJ: pTNS. OF SECTIONS 8,9,&16,TOWNSHIP 25N, RANGE 45,r.W.M.
AI)DI'CIONAL (,rr,nr, i)rSCl21F'I'iOPI: ON PAGF,S 1& 3
~ nsSrSSOR's'rnx rnRCCi_. NurtaE,iz: 55084.9013, 55084.9020, 55093.9021, & 55162.9008 ~
. RGF(iR[:NCE NUDII3FR:
MISSION AVEf1UF NO. 757
SI'UKANfi CUI fN 1 Y UIVISIUN Of' U I ILI I ICS
Slwknnc C:c,mily, Washiiigton
sEW+ !t EASEMEN1'
757
IN 'Il II; MAT'1 I'T UF RIVERWALK EXTENSION/I-90 CROSSING XXMNO. P-1414
KNUW AI.I., N11;N 11~"I~Ill~~li I'ItIiS(sN (;S, Ihttl Ilic Cit:tnlU~(s) INLAND EMPIRE PAPF.R COMPANY, '
A COFPCRATIOP),
fcr nncl ii; cT-siclci7iic,ii oI' A•futu"l f3ciiclils, cunvcys -iiid wnirants tv Spokane County, a political subdivision of
(he Stste of Wasliii)glon, its snccessc,is arici ,1ssigns, a perpelull exclusive eisentent over, under, upon and aetoss ~
• the l;et~e~t«[l~yy'descrihed Imicls situated in Ilie Cnunly of Spokaue, Stale of Washington: .
PJRT1,40 OlT'
~~~C~it.§ I'nlZC:lsl.. NU(S).55084.9013,55A84.9p20, 55093.9021, & 55162.9008
. ,
. . , . r.: ~ , .
~TJ~:SGRr~Br:1S ~ 1N ATTIICIIMENT "A" ON P11GF. 3, HEREIPI. R.E. E e Tex Exempt
~ Date ~ 18
~ Spo a r urer
Ry: ~
~
~ '1 he [leiiiclua{ excltlsiVe e,iscincnt Kranted fo Spokane Counly, its successors and assigns is for the sole purpose
af coiistructing, inst,illiiig, opcis'tiiig, 111,1intaining, lcp,-iring, replacing, retiivving, and el) ollter uses or purposes
which aic or inay hc iclalccl lo a sc«cr systcin. It is exnressly understood iiid agreed that Spokene Couuty or its
successc,rs 1111d 'Issigns sliall hsn=e the light (if ing+ess nnd egress from the property described above for the ,
purlioses exinessly s(alecl Iiricin. •
Spok,iiic Counly, ils succcsso~iG and as,igns al all linics Iieicina(lci, al Il;cir o4vn cost ancl expense, mny remove ~
al) crops, biush, gi<iss nf liccs Ilial iuay iiilcrfcrc wilh Ihc cqnstrucling, installing, operaling, mainlaining, '
repaiiing, replacilig, lciiuViiig, ancl a11 cithet utcs or liurposes which are or may be related to a sewer system.
1 hc G«ntor(s) resei vc(s) Ihc i is,ht Io use zind eitjoy that property which is the subject of this easemeut for •
purl,oscs wl?icll will nol intellcic wiUi lhc Cou+ity's fiill ciijoyment of the rights hereby granted. Provided, die .
• Grantor(s) sliL II not c►ecl or coiistruct any I,nilding or other slrticture ar drill on the easement or diminish or •
' subslnnli<il adt! to lhc grc+unel covcr oVer Ihe easetnent.
'The E-.1seinent desc (~h"•cl herein ahw: r. is Io 7ncl shnll rwi wilh the land. No modification of the boundaries of ,
said Fasemcnt can hc t`-rlde %villuviil llie ii►ior nrnroval of>noknne County. ,
In the event the nfcne+iicnti'.'iicd I:ascment censes to be used for lhe express purposes referenced herein, it shall
nulomalically beconie uull 111d voicl ancl will cease to be an encumbrance upon ihe above referenced real .
properly. •
• PAGT' 1 OF 3 • ~ '
Fosign;7,1,3i.
IN WI INhSS WIIFRFOF, the undersigned his caused this instrument to be executed on this fh day of
FEBRUAI?.Y I (7
By:
SLATE OF WASIIIN(;'fON )
COUNTY OF SI'OKANI:; ) ss
By: 1111"`Qb , CLc:L.(42,2
I certify that I know or have satisfactory evidence that t v y ,rVE D. r_ �v
(is/a+Pe) the individual*) who appeared before me, and said individual(!t) acknowledged that (he/aied:4) signed
this instrument, on oath stated that (he/slit/tiwy) (was/vie) authorized to execute the instrument and
acknowledged it as the AUTHORIZED AGENT
of INLAND EMPIRE PAPER COMPANY
to be the free and voluntary act of such party for the uses and purposes mentioned in the instrument.
',r sue:•'•• a •`�"7'��,�:-,
s
of FEBRUARY , 199 7 .
:7 MA 0, . n_
APPROVED:
By: 71 Id" I" g
Bruce Rawls, Spokane County Utilities Director
rw-forms\sewerelm( I 8z3)\hc
PAGE 2 OF 3
NOTARY PUBLIC
in and for the State of Washington,
residing at Spokane.
My appointment expires: /` r g %
Date: i>i
,19%7.
~
J
~ I
. ATTA,CHMENT "A" .
4082081
Page; 3 of 3
03J0511997 01:36P
CO Et ~ EAS $C,ot Spokane Co, WA
February 7, 1997
February 12, 1997 (Rev)
Leqal Description
for
Sewer Force Main Easement
Portions of the East Half of Section 8, the South Half of Section
9 and the Northwest Quarter of Section 16. T.25 N., R.45 E., W.M.
in the County of Spokane, State of Washington, being a twenty •
foot (201) wide easement the centerline of which is more
particularly described as follows:
Commencing at the Southwest Corner of the Northwest Quarter of
the Southeast Quarter of said Section 8; thence N.01031'46"W.,
• along the West Line of said Northwest Quarter of the Southeast
Quarter a distance of 144.43 feet to the TRUE POINT OF BEGINNING;
thence N.89048104"E., a distance of 137.4~..feet to a point
hereinafter referred to as Point "A"; thence continuing
N.89048'04"E., a distance of 78.92 feet; thence S.56043104"E., a
distance of 34.47 feet; thencF S.89058'25"E., a distance of
382.66 feet; thence N.89049156"E., a distance of 800.78 feet;
thence N.89049155"E., a distance of 798.96 feet; thence ,
5.86014148"E., a distance of 192.25 feet; thence S.2703815011E., a
distance of 146.70 feet; thence S.2601211011E., a distance of 159.84 feet; thence S.34028122"E., a distance of 195.61 feet to ,
%•ttie East line of said Section 8, (from which point the Southeast
Corner of said Section 8 bears S.00047119"E., a distance of •
1025:48 feet); thence continuing 5.34028122"E., a distance of 10.06 feet; thence 5.06019118"E., a distance of 100.87 feet
thence 5.24030'50"E., a distance of 144.21 feet; thence
5.2502610011E., a distance of 345.95 feet; thence S.25015121"E., a
distance of 489.69 feet; thence S.25019'49"E., a distance of :
12.00 feet to the Northerly Line of Mission Avenue; thence
continuing S.25019149"E., a distance of 22.14 feet to the South
Line of said Section 9(from which point the Southwest Corner of '
said Section 9 bears N.89055148"W., a distance of 434.62 feet); thence continuing S.25019149"E., a distance of 775.64 feet; thence S.25023123"E., a distance of 400.16 feet; thence ,
S.25013128"E., a distance of 267.20 feet; thence S.21013146"E., a distance of 482.66 feet to the Norther].y Line of the Interstate
90 Freeway and the terminus of this centerline description. The side lines of the above described strip of land shall be '
prolonged or shortened, so as to terminate at said North Line. •
EXCEPT the Right of Way of Mission Avenue.
TOGETHER WITH a portion of the Southwest Quarter of the Northwest
Quarter of the Southeast Quarter of said Section 8 more .
particularly described as follows:
Beginning at the aforementioned point "A"; thence N.00011156"W.,
a distance of 196.73 feet; thence N.89048104"E., a distance of
173.84 feet; thence S.00011156"E., a distance of 216.00 feet; thence N.89058125"W.,a distance of 66.17 feet; thence
N.5604310411W. a distance of 34.47 feet; thAnce S.8904810411W., a
distance of 78.92 feet to the Point of Beginning. '
;
;
Page 3 of 3 •
J P ~N .
. •
~r A¢ M .i
!
I
' u
. 4082500
Page: 1 of 3
0310711997 09; 43A
• Cq Et ; Eps Spokane Go, 14A
~ Return tgr n9ineer
, Right at~ment
~
DOCUPIENT ~ TEM~ '~2Y TURNAROUND AND DRAINAGE EASEMENT
! GRIINTOR: ffi`1~~MPIRE PAPER COMPAh1Y
GR7INTEE : ~941~tA1E COUNTY
LEGAL DESCRIP +16N. OF SEA OF SECTION 8, TOWNSIIIP 25 N, RANGE 45 E.W.M.
. ADDITIONAL LEGAL UGSCRIP'PIOPI: ON PAGE 1 R.E. EXCISB T8XEX6mpt
' ASSESSOR'S TAX PARCEL NUMBER: 55084.9013 o~
SPOKANC COUNTY D[VISION OF ENGINCERINCiPIlto. 3- 7 1eLJ '
Spokane County, Washington Sp:) , o u ,T1
ed9~
.
. TEMPORARY TURNAROUND ANll DRAINAGE CA ,
IN THE MATTER OF Indiana Avenue , RF NO. 2659 '
KNOW ALL MEN BY Tt1ESE PRESENT'S, tltat the Grantor(s), INLAND EMPIRE PAPER CO. , a corporation,
' for nnd in consideration of Mulual IIenefits, the receipls of wliicli is Itereby c+cknowledged, grants to Spokane
County, a political subdivision of tlie State of Wasltington, nn Enseciieiit over, iipon, and across lhe temporary
. turnaround nncl drainage area, legally described as follows: •
• AFFEC7'S ASSESSORS PARCEL NO. 55084.9013
That portion of ttie Souttieast Quarter of Sectlan e, T.25 N., R.45
•E., W.M., County of Spokane, State of Washington described as
, follows:
Beqinning at the Southwest Corner of the ttorthwest Quarter
' of tl►e Southeast Quarter of said Section e; tlience
' _•.N.0103114611W. alonq the west line of said Norttiwest Quarter •
' ~.o~., t-he Southeast Quarter a distance of 74 . 41 feet to the
. l. sirp UE POINT OF BEGItiNItJG; thence 11.89048' 04"E. a distance of •
' • A35,-.03 feet; thence 17.01031146"W. a distance of 150.04 feetf .
" kli nce S.890481041111. a distance of 125.03 feet to said west ,
tlience S.01031"46"E. along said west line a distance •
';j~of•.`150.04 feet to tlie True Point of Beginning. .
~
' . . . .•<<G. ,
TLe easenienl granted to Spokflne Coimty aiid its authorized agents is for the purpose of pmviding un area for •
' emergency or other vehicles to safely navigate on or turn around and allowing natural drainage and/or runoff .
over and across tiie nbove described lands. Tlie Grantor(s) hereby agree not to obslruct,'arlificially collect or
discharge the tlow across or adjACent to the nbove described Inncls. 7'he Grantor(s) agree thnt Spokane County
accepts no responsibility for maintaining tl►is Ensement. The easement granls to Spokane County and its '
autliorized agenls the riglit of ingress and egress to, over, and from said T'ascmcnt for tlle purpose of inspection
cuid emergency maintenflnce of drainage facilities.
wTti, L.L.C. hereby nccepls complete aiid tolal responsibility for tlie ccrosliuction aiid perpehial maintenance ' VP'for lhe facililies locnted wilhin this drainage eisemcnt per plnns on filc in tlic office of the Spokane County
, AJ ~1f' Enginqer. C✓7'H e. L. C 09a.c~ do A. ld ~a.~~o... ~+ea-..,kss 9v~ e~s po..J, d, ~ .
wb~;H oo. /iAb;li~~ /~a~s~.~y -F'a~.. 7~is 7~~•sPoa.s:y T~R~yao...,cl a.,~ baq~.~a~~. ~9s~.•,~.f'.
0~ This easement will ternlinate at such time the described areas are plattcd. At that time, the property subject to • ~ the easement described herein sliall revert to Grantor(s) free aiid clear of aiiy claim by Spokane County and its
, assigns to the continued right to use property subject to tlre easement. '
The Grantor(s) Iiereby releases Spokane County, aiid all of its officers, employees aiid agents from any responsibility or liability for any damage whatsoever including inverse condemnation by or to any and all ,
persons or property arising out of or in nny way incident.to or attributable lo the storm drainage within the
• , easement.
This ensement described hereinabove is to aiid shall run wilh the land. No modification-of the boundaries of sqid easement can be rnade wittiout prior approval of Spokane County. •
-over-PAGE -1- .
1,111Ni U\\tVNhII '�,:q ,
IN 1VITNESS 1VIHAGAN', the undersigned has caused this instrument to be executed on ibis .1't i / day of
rrva VSi , 199 7 .
INLAND EMPIRE PAPER CO., a Corporation
By: By:
STATE OP WASHINGTON
COUNTY OF SP'OKANE
ss
I certify that I know or have satisfactory evidence that
n
-
� yA/? />. A,u sP.�,
(is/are) the person(s) who appeared before me, and said person(s) acknowledged that (he/she/they) signed this
instrument, on oath stated thnt (he/she/they) (was/were) authorized to execute the instrument and acknowledged It
ns tire At.S r,ttr ;art: HUE=nt Vf___JnTT_n,Nn_ EMPIRE_ ppPFR CO..
to be 41ietiveian,, voluntary act of such party for the uses and purposes mentioned in the instrument.
.
�l ay of _-P , 199 7
•
OTARY PUBLIC
In and for the State of Washington
residing at Spokane..
My appointment expires:J-i '.
IN WITNESS WHEREOF, lire undersigned has caused this instrument to be executed on this day of
WTH DEVELOPMENT, L. L. C., A WASHINGTON LIMITED LIABILITY CORPORATION
FOR OBLIGATION TO CONSTUCT AND MAINTAIN
By:
Mils �+ Humo partner
STATI! OP WASHINGTON
COUNTY OF SPOKANE
SR
By:
IIy:X
Brygn'Walker, Partner
I certify that I know or have satisfactory evidence that
Bryan Walker
044 the person(O who appeared before me, and said person(9) acknowledged that (IvefdrirtAtrsy) signed this
instrument, on oath slated that JIrei) (rtbtfisrars) authorized to execute the Monument and acknowledged it
as the Partner& of WTH DEVELOPMENT. L. L. C.
to be the flee and voluntary act of such party for the uses and purposes mentioned in the instrument.
Dated this i! „TtL day of
, 1997
C\).
( Notn ',Public
In and or the Slate of Washington
residing at Spokane. -7
My appointment expires /i) c
• •
. ~
,
N89'48'04'E _
173.84'
W I ~
L' . p. \
Ij
U
.T~~ ~
~
o
RIVERWALK SIXTH ADD810N I I I O _TEMPORARY CURB/STREET I PROPOSED TEIIPORARY ~
= k ORaINnGE EASEMENT ~ TURNAROUNp ~
N85~8'G'E I l~ NOr]~'4 61v I UFT $7ATION N o ♦
7 I 16' n
N01'71'IB~M ~~1 25N783 INDWIA AVENUE• L ~1 O 0i
a c ~i8'6 17501' I ri
194.4/2 0.4n) R•20' ~,a
~C HOO „'S61t
~ ol^ C I
- - - a7 - - - - 10.64
I _ {a
I
s S~~wu Ki
la, ~ na~e28
B' w.u I I t, ~ e' wu t NEw SEwER
z4 11 Ner4a'a'E is ~ : ~ •3~ ~ ~ n L ~ - - - ~ - - - - - - ~ `
_ ~ - _ _ - - L ~ _ UNE EASEI~ENT `
T e-s,~+-' - - _ si ~
~ ~INDIAN'~ I~A~NUE:7.,s
.
IKI I 1 II I I I I~ I _ - `
~
~ 4 ~ J ~ - ~ \ E lo
l `
EXISTING SEWER~ -
L- -j !
. SERVICE (TYP)
s N87M'MJ / "~~'7~
12503v~~t ~n~
3 4 6 ~ I;tl ' T[YDORIiM NR1WlOUND S PROPOSED WATERLINE t Mu7ERlWE E~SC~EM 580'S5'S5'E RIVERWALK SIXTH AODITION PROPOSED 20' wioe 1ZO.33' I warER EnSEUENT
- - - - ~ - - - - - - - 6' w - -L - - - - - - - - ~ N8548'0I'E 137.49' N8548'04'E `
80.00' ~ \ .
-.----r--r-=---- . .
rT EZISiING 20' WIDE ~
VIt I WATER FJSEYENT
~
WI
APPROXIMATE LOCATION OF EXIST. 6" \ COLYAR INLAND EMPIRE PAPER
A.C. IRRIGATION LINE. CALL CONSOLIDATEO o ~ o, ti
- IRRIGATION DISTRICT @ 924-3655 ~o O
AT'TENTION 806 ASHCRAFT
. . . . . • . ~ . . 53
~ -
c I
~ .
4089258 .
Fege: 1 af 2
a EHG IXi13111997 02:52P
0. N, SpoAane Ca, 1G
After Recording Return To: Spoknne County Engineer
Attn.: Right of Way Department
Documcnl7'itle• Resolution
Legnl Dcscription IRn of Sections R, 9 nnJ 16, Townsliip?.5 North, Raugc 45 fast, W M, Spol.nne County, VJA
Assessors Tnx Paicel IJos : 55081 9051, SS084.9011, SS084 9014, 55084.9017, SS084.9018, 55084.9020,
55093.9021, 55093.9039, 55094.9014, 5509•19037, 55094.9041, 55094.9042, 55094 9017, 55094.9028,
55162.9006, 55162 9007, nnd 55162 9008
Reference Number: 9405120450
RESO[.UTION NO. 97 0279
BEFOl2E THE BDARD OF COUNTY C0MMISS[ONERS OF SPOKANE COU(VTY, WASHINGTON
IN TI IE MA7'CP.R OF TERMINATING .4 SEWER )
EASEMF.NT ON PROPL'RTY OWNED 9Y INI..ANll )
EMPIRE PAPER COMPANY )
MISSION AVENUL: - ROAI) F1LE NO. 757 ) RESOLUTION
POR'I'lON OF r1SSESSORS PARCEL NOS. )
55081.9051, SS084 9013, 55084.9014, 55084.9017, )
55084 9018, 55084.4020, 55093.9021, SS093.9039, )
55094.9014, 55094 9037, 55094.9041, 55094.9042, )
55094.9027, 55094.9028, 55162.9006, 55162.9007, )
and 55162.9008 )
WHEREAS, pursunnt to the provisions of the Rcvised Code of Washington, Section
36.32.120(6), the E3oard of County Commissioners of Spokane County has the care of County
Property and the managemcnt of County funds and business; nnd
WHEREAS, Inland Empire Pstper Company, on May 12, 1994 conveyed a Sewer Easement to
WLLCO GROUP, INC. or its assigns, recorded with the Spokane County Auditor in Volume
1598, Page 13 undcr Auditor's No. 9405 (20450 in a portion of Sections 8, 9 and 16, Township
25 North, Range 45 Tiast, W.M., Spokanc Counly, Washington; and
WHEREAS, on August 6, 1996, said Sewer Easement was assigned to Spokaiie County,
recorded with the Spokane County Auditor under Number 4023012; nnd
WHETtEAS, on March 5, 1997, lnland Empire Paper Company conveycd to Spokane County
anotlier Sewer Easement dcscribing the specific location of the As-Built Force Mtvn, recorded
with the Spokane County Auditor under No. 4082081; and
Wl•IERCAS, the County Division of tltilities has rccommended that said originnl Easement be
terminated through a""1'ermination of Easement"; and
NOW, THEREFORT, BE iT R.ESOL.VE;D by the fioard of County Commissioners of Spokane
County, Washington, be nuthorired to npprove and execute Wat certain document entitled
"Termination of Easement", pursuant lo wliich the Bourd of County Commissioners release and
terminate the Sewer Easetnent previously assigned to Spokane County and conveyed by lnland
Empiie Paper Company, which easement is no longer needed by Spokane County. Said
tertnination shall apply to the Easement rccvrded under the Number of 9405120450.
1
~ - -
. '
- 4089258
Page; 2 of 2
03131J1991 02;52P
~ 09 Q ~ N SC S. MSpokene Co. M
~
PASSED AND ADOPTED by the Board of County Commissioners of Spoknne County, this 25°i
day of March, 1997.
liOARD OF COUNTY COMMISSIONERS
OP SPOKANE COUNTY, WASI-IINGTON
~ . J'^ y.
J
: JI RoskelEey
~~;'~'•+r cM!,;~
• = S7~ -`f _
l'uris
M. Kat*aCuslin
ATTEST:
WILLIAM E. DONAHUE
CVoft~ ard
I3 X
'
Ros&)nnc Montaguc, Deputy Clerk ~
nvlny\resolution terminaking sewer easementl6k
2
• 4089259
Page: 1 oi 2
~ ~ J 0313111991 62;53P
g sC +o.a spoka,m co, IR
Aftcr Recording Retum To: Spokane Couoty Gngineer
Attn.: Right of Way Department
Document Title Tcrmination of Easement
Grantor. Spoknne County
Grantee• Inland Empire Paper Company
Lega1 Description: Ptn. of Sections 8, 9 and 16, Townsltip 25 North, Range 45 East, W.M., Spokane County, WA
Assessors Tax Parcel Nos.: 55081.9051, 55084.9013, 55084.9014, 55084 9017, 55084 9018, 55084.9020,
55093.9021, 55093 9039, 55094 9014, 55094.9037. 55044.9041, 55094.9042, 55094.9027, 55094 9028,
55162 9006, 55162 9007, and 55162.9008
Reference Number• 9405 1 204 50 .E. Excise Tax Exempt
Mission Avemie - Road FileNo. 757 Oate: • te~
P1414E Spoka d Tro uier /
97 02.'S
Authorized by ltcsolution No.
TERMINATION OF EASEMENT
WITNESSETH:
V✓HEREAS, on May 12, 1994, Inland Timpire Paper Company conveyed a Sewer Eascmcnt to
VlT-LCO GROUP, recorded with Uie Spokane County Auditor in Volume 1598, Page 13, under
Auditor's No. 9405120450 in a portion of Scctions 8, 9 and 16, Township 25 North, Range 45
Eust, W.M., Spokane County, Wasliington, and;
VJHEREAS, on August 6, 1996, said Easement was assigned to Spokane County, recordcd with
the Spokane County Auditor under No. 4023012; and
WHEREAS, on Mazch 5, 1997, another 5ewer Gasement was conveyed by Inland Empire Paper
Company to Spokane County, describing lhe specific As-i3uilt location of the rorce Sewer Main,
recorded with the SpokAne County Auditor under No. 4082081, which providcs the necessnry
sewer language and eliminates thc need for such additional Easement; and
NOW THEREFORE, for and in considerltion of Mutual Benefits, Spokane County, a political
subdivision of the Stnte of \Vashington, having oflices for the transaction of business at 1116
West Broadway Avenue, Spokune, Was}ungton 99260, hereby releases to Inland Empire Paper
Compviy, thut Sewer Easement assigned to Spokane County, and recorded with the Spokane
County Auditor in Volume 1598, page 13, under Auditor's No. 9405120450, in a portion of
Sections 8, 9 and 16, Township 25 North, Range 45 East, W.M., in Spokane County,
Washington.
-over-
I
. ~ . i
- 4089259
Page; 2 of 2
0013t11991 02:53P
t E; ; Spakene Co, NA
IN WIINESS WIIEREOF, Spokane County has executed this rclease on thc 25' day
of Mnrch, 1997.
130ARD OF COUNTY COMMISSIONERS
OF SPOKANG COUNTY, WASHINGTON
L,v
CG- o
~o•.r'p
C~ ~~o l
' • En -
~
j6( oskel ey
0
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-f-: .ty~
Phillip lf. Elarris
*1in
M. Kate ATTEST:
WILLIAM E. DONANUG
Clerk of th azd
~
Ro anne Montague, Deputy Clerk /
/
j~'RR J 6 Vtl~•
L~•~3-;.n ~~IJ .
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•
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C'~:s '
rwlray\Inland Empire Paper Termination Gasmntlbk
2
Ptn. of 55083.9043
Grady Lane
No. 2659
i
11111
IILI
TEMPORARY
SEWER AND ACCESS EASEMENT
i
BINS
•
4038779
Page: 1 of 3
N12511996 09:06A
Spokane Co, WA
P 1414
May 6, 1996
The Grantor, EMMETT W. COLYAR and HAZEL M. COLYAR. husband and wife.
for and in consideration of Mutual Benefits, receipt of which is
hereby acknowledged, conveys and warrants to Spokane County, a
political subdivision of the State of Washington, it's successors and
assigns, a perpetual non-exclusive easement over, under and across the
hereinafter described lands situated in the County of Spokane, State
of Washington:
A Temporary Sewer and Access Easement over, under and across a portion
of the East Half of the Southeast Quarter of the Southwest Quarter of
Section 8, T.25 N., R.45 E., W.M., County of Spokane, State of
Washington, more particularly described as follows:
Beginning at the Northeast corner of said East Half of the
Southeast Quarter of the Southwest Quarter; thence S.89°48'04"W.
along the north line of said East Half a distance of 482.60 feet
to the TRUE POINT OF BEGINNING of said Easement Description;
thence S.00°11'56"E. a distance of 15.00 feet; thence
S.89°48'04"W., parallel with said north line, a distance of 50.00
feet; thence N.00°11'56"W. a distance of 15.00 feet; thence
N.89°48'04"E. along said north line a distance of 50.00 feet to
the True Point of Beginning
The perpetual non-exclusive easement granted to Spokane County, its
successors and assigns is for the sole purpose of construction,
installing, operating, maintaining, repairing, altering, replacing,
removing, and all other uses or purposes which are or may be related
to the sewer line. It is expressly understood and agreed that Spokane
County or its successors and assigns shall have the right of ingress
and egress from the property described above for the purpose of
constructing, altering, operating, maintaining, repairing, replacing,
removing or any other uses or purposes which are or may be related to
the sewer lines.
Spokane County, its successors and assigns at all times hereinafter,
at their own cost and expense, may remove all crops, brush, grass or
trees that may interfere with the constructing, installing, operating,
maintaining, repairing, altering, replacing, removing and all other
uses or purposes which are or may be related to a sewer system.
The Grantor's reserves the right to use and enjoy that property which
is subject of this easement for the purposes which will not interfere
with the County's full enjoyment of the rights hereby granted.
Provided, the Grantor's shall not erect or construct any building or
other structure or drill on a easement or diminish or substantially
add to the ground cover over the easement.
Spokane County's responsibility for maintenance shall be confined
solely to the easement .
The easement described hereinabove is to and shall run with the land.
This easement will be terminated at such a time the described area is
platted.
R.E. Excise Tax Exempt
1e
1 S
•
•
IN WITNESS WH OF, we have hereunto hands and seal this 6
day of Zbv\-¢-
TT W. COLYAR
W' rgL% Lr a✓
HAZE�,JM.__ CbOLYAPij
ACKNOWLEDGMENT
STATE OF WASHINGTON )
) ss
County of Spokane
I certify that I know or that I have satisfactory evidence that EMMETT
W. COLYAR and HAZEL M. COLYAR, husband and wife are the persons who
appeared before me, and said persons acknowledged that they signed
this instrument, on oath stated that they were authorized to execute
the instrument and acknowledged it as their free and voluntary act and
deed, for the uses and p oses stated in the instrument.
DATED this �� day of G , 19
Atimmuto
�`Q
s4 l��;�..ia
NOTARY " .x
IA ,p PUBLIC 00,.'0
Ver
44111116
,AAPtu`h4 .
NOTARY PUBLIC n and for the State of
Washington, residing at
My commission expires C
V
i
101
6
ne
40387IPage: 2 of 79 3
I
09125/1996 09:O6A
i0,00 Spokane Co, M
•
2
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2
NDIANA TmeiNG tatA"—�
1
8
t1D' WIDE
UTILITY EASEMENT
2
3
n
4038779
Page: 3 of 3
09/25/1996 09:06A
Spokane Co, WA
RIVERWALK SIXTH ADDITION
5
[10' WIDE
UTILITY EASEMENT
1 +3
AVENU
6
r
r
2
50'
SCALE: 1" =50'
01.
PROPOSED SEWER do ACCESS EASEMENT
1 IA171 AT ED
VIYI 1.J11 I� IJ
J
RIVERWALK SIXTH ADDITION
EASEMENT EXHIBIT
DATE: 5/8/96
INLAND
PACFIC
ENGINEERING
707 Wept 7th • Suits 200 (609) 46E— 540
Spaloan�. WA 99204 FAX: (509) 466—
•
6644,
APR 2. 3 1997
SPRICAfiE CG FITY ENGINEER
April 18,1997
Mark Rohwer
Washington State Dept. of Transportation
Eastern Region
2714 N. Mayfair St.
Spokane, WA 99207-2090
Re: Riverwalk Div. 6
WTH Development
Dear Mr. Rohwer,
In response to your letter of April 15, 1997 Parkland would like to clarify a number of
issues you have raised.
Parkland Homes has in good faith been working with WTH and Housely Corp. to
develop a workable reimbursement agreement that adequately assures that Parkland
Homes will in fact be reimbursed for the construction of the traffic signal. Parkland is
doing this even though the agreement between Parkland Homes, WSDOT and Spokane
County explicitly states that "...reimbursement shall be to the above developer with
written notification to WSDOT and Spokane County of the transaction prior to
finalization of any additional plats." Currently the following options are available to
WTH and Housely to meet there reimbursement obligation:
• Parkland has drafted an escrow agreement and presented it to WSDOT,
Spokane County and WTH and Housely as an alternative to paying their
prorata share to us in cash prior to the recording of their plats as our
agreement requires. WTH agreed in principle with this alternative but
objected to specific issues in the agreement. However, they have not yet
offered in writing any specific wording changes to this document. Parkland
has not had any response from Housely Corp. regarding this proposed
agreement.
14410 Bel -Red Road
Bellevue, WA 98007
Phone (206) 644-2323
FAX (206) 643-3475
Pacific
Properties
Incorporated
Property Development
Construction Maruzgemeut
7:WPACPROPIPUBLICIPROJEC1IRIVRIVALKIGi SDOT 3.dcc
• •
• Parkland has offered to both WTH and Housely that they replace our
performance bond with one of their own and then we would immediately
reimburse them our prorata share of the construction cost of the improvement.
They have both declined this option.
You state in your letter that Parkland is being unreasonable in not accepting a surety bond
from the other developers to secure their obligation to reimburse us for their prorata share
obligation to construct the signal. This is a curious position for WSDOT to take since
WSDOT is not willing to accept a bond from the other developers to construct their
prorata share of the improvement and reduce our bond by a like amount. If WSDOT
considers a bond adequate security for us then it should be adequate security for
WSDOT.
The September 23, 1996 agreement among WSDOT, Spokane County and Parkland
Homes, Inc. requires WSDOT and Spokane County to insist that the full cash
reimbursement to Parkland occur prior to either WSDOT or Spokane County consenting
to the recording of any subsequent plat. If WSDOT and/or Spokane County does not
carry out that contractual obligation, and Parkland is in any way injured (whether by
delay in payment, costs of collection or uncollectability), the defaulting party will be
liable to Parkland for those damages. Given that at least one developer has informed
Parkland that they do not have sufficient funds to make payment, Parkland believes that
the risk of such damages is high.
We have assumed that WSDOT and Spokane County would prefer to avoid the risk of
damages and would therefore insist on cash payment. We are, in fact, somewhat surprised
to find WSDOT negotiating on behalf of the other developers. If, however, WSDOT
believes that it is essential to allow the subsequent developers to post a surety bond, then
we believe that a surety bond structured as follows would best protect the joint interests
of Parkland, WSDOT and Spokane County in ensuring prompt and complete payment:
• The full bond amount shall be paid in full to Parkland by the surety if the
developer has not made payment to Parkland within five (5) days of the later
of (a) WSDOT approval of the traffic signal, or (b) recording of the
subsequent developer's final plat. If the developer fails to make said payment
to Parkland pursuant to the above conditions, then the surety, upon
notification by Parkland that the developer has failed to make said payment,
shall pay to Parkland the full amount of the bond within five (5)days of
notification by Parkland that the developer has not made payment, without
any further proceedings at law. A letter from WSDOT accepting the signal
improvements or the final plat recording number shall be evidence of
Parkland's compliance with the above condition and no other requirement to
establish default shall be imposed by the surety. This must be clearly stated
• •
on the face of the bond with no qualifications by the developer or the surety
company. The surety shall unconditionally forfeit the bond and make
payment to Parkland within the above time frames if the developer has not
made full payment to Parkland within the above time frames.
Under item 2 in your letter you have suggested that Parkland assign its right to
reimbursement to WSDOT. If WSDOT immediately reimburses to Parkland the
appropriate prorata share otherwise due Parkland Parkland will assign its reimbursement
right under the agreement to WSDOT for those plats which WSDOT reimburses
Parkland.
If you have any questions regarding this matter please do not hesitate to contact me.
Sincerely,
Michael Miller
President
cc: Louis Webster, Spokane County Planning
Pat Harper, Spokane County Engineers
William Block, Esq.
September 19, 1996
Leqal Description
for
Sewer Force Main Easement
Portions of the East Half of Section 8, the South Half of Section 9
and the Northwest Quarter of Section 16. T.25N., R.45E., W.M. in the
County of Spokane, State of Washington, being a sixteen foot (161)
wide easement the centerline of which is more particulary described as
follows:
Commencing at the Southwest Corner of the Northwest Quarter of the
Southeast Quarter of said Section 8; thence N.01031146"W., alonq the
West Line of said Northwest Quarter of the Southeast Quarter a
distance of 144.43 feet to the TRUE POINT OF BEGINNING; thence
N.89048104"E., a distance of 137.49 feet to a point hereinafter
referred to as Point "A"; thence continuing N.89048104"E., a distance
of 80.00 feet; thence 5.80055'55"E., a distance of 120.33 feet; thence
S.89058125"E., a distance of 291.58 feet; thence N.89049156"E., a
distance of 800.78 feet; thence N.89049155"E., a distance of 798.96
feet; thence 5.86014148"E., a distance of 192.25 feet; thence
S.27038150"E., a distance of 146.70 feet; thence 5.26012110"E., a
distance of 159.84 feet; thence S.34028122"E., a distance of 195.61
feet to the East line of said Section 8, (from which point the
Southeast Corner of said Section 8 bears S.00047119"E., a distance of
1025.48 feet); thence continuing 5.34028122"E., a distance of 10.06
feet; thence S.06019118"E., a distance of 100.87 feet thence
S.24030150"E., a distance of 144.21 feet; thence S.25026100"E., a
distance of 345.95 feet; thence S.25015121"E., a distance of 489.69
feet; thence S.25019149"E., a distance of 12.00 feet to the Northerly
Line of Mission Avenue; thence continuing 5.25019149"E., a distance of
22.14 feet to the South Line of said Section 9(from which point the
Southwest Corner of said Section 9 bears N.89055148"W., a distance of
434.62 feet); thence continuing 5.25019149"E., a distance of 775.64
feet; thence 5.25023'23"E., a distance of 400.16 feet; thence
S.25013128"E., a distance of 267.20 feet; thence 5.21013'46"E., a
distance of 482.66 feet to the Northerly Line of the Interstate 90
Freeway and the terminus of this centerline description. The side
lines of the above described strip of land shall be prolonged or
shortened, so as to terminate at said North Line. .
EXCEPT the Right of Way of Mission Avenue.
TOGETHER WITH a portion of the Southwest Quarter of the Northwest
Quarter of the Southeast Quarter of said Section 8 more particulary
described as follows:
Beginning at the aforementioned point "A"; thence N.00011156"W., a
~ .
-
distance of 196.73 feet; thence N.89°48104"E., a distance of 173.84
feet; thence S.00011'56"E., a distance of 212.04 feet; thence
N.80055155"W.,a distance of 95.08 feet; thence S.89048104"W., a
distance of 80.00 feet to the Point of Beginning.
71~
"•~0p -
~ •
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.
LANfl
E~PIRE3 1! Od j'- ~ .
December 14, 1995
TEMPORARY TIIRNAROIIND AND DRAINAGE EABLMLNT
FOR
INLAND PAPER PROPERTY
That portion of the Southeast Quarter of Section 8, T.25 N., R.45
E., W.M., County of Spokane, State of Washington described as
follows:
Beginning at the Southwest Corner of the Northwest Quarter
of the Southeast Quarter of said Section 8; thence
N.0103114611W. along the west line of said Northwest Quarter
of the Southeast Quarter a distance of 74.41 feet to the
TRUE POINT OF BEGINNING; thence N.8904810411E. a distance of
125.03 feet; thence N.01031146"W. a distance of 150.04 feet;
thence S.89048104"W. a distance of 125.03 feet to said west
line; thence S.0103114611E. along said west line a distance
of 150.04 feet to the True Point of Beginning.
INLAND PACIFIC ENGINEERING - TRANSMITTAL
707 W. 7th Avenue, Suite 200 Spokane, WA (509)458-6840 Fex: (509)458-6844
TO: SPOKANE COUNTY ENGINEER DATE: 28. 1,ffl,7~-:
„„r . . . ;..r
ATTENTION: Ray Moon x€I:P.E.C. PROJECT* 96083- :
.;~.E
PROJECT PE-1414 PROJECUNAME. AIVERWAL``K 6TH
°ADDI'"CIQN`
+rr{Mhnt*+ rt~}Description:
❑ Xerox Prints ❑ Copy of Letter ❑
❑ Original Drawing ❑ Contract Documents 0
■ Title Report ❑ Declaration of Cov. O
No. Copies Description
1 Temoorarv Turnaround and Drainaae Easement
1 Sewer Easement
1 CoQy pf each above ~ 44 /1
Purpose
O Information O Review & Comments ❑ Per Your Request
• Written Approval ❑ Signature & Return ■ For Filina
Remarks
Ray - Enclosed please find an Signed and Notarized Turnaround
Easement that is required for the above referenced project. Also
enclosed is the revised Sewer Main Easement. This easement is the
one to replace the existing easement. Please call me regarding the next
steps needed to void the old easement. If you need any additional
information, please do not hesitate to contact this office.
Signed:' j~~
JillSieJoo Sparling /
~ -
INLAND PACIFIC ENGINEERING, INC.
January 30, 1997
IPE JOB NO. 96083
Ray Moon
Spokane-County Right of Way
I
RE: OFFSITE EASEMENTS FOR
RIVERWALK 6TH ADDITION
Dear Ray:
Enclosed please find a copy of the proposed legal description for
the new Sewer Force Main Easement with an exhibit.
I have also enclosed the existing easements which need to be
voided and the new easement granted to the Spokane County Utility
Department. Please contact Gene Repp at the Spokane Utilities
Office so that the necessary paper work can be prepared. If you
would send the document that will need to be signed to this
office I will forward the information to Mr. Hume and Inland
Empire Paper Company for their signatures.
As time is of the essence, your immediate attention to this
matter would be greatly appreciated. If you have any questions,
please do not hesitate to contact this office.
Sincerely,
INLAND PACIFIC ENGINEERING CO., INC.
J Spa ling
211'j
BJS/bjs ~~C IF v~'B~ ~
Enc.
JAN 3 ',997
SPOIU►NE COU„ . ~ r.~tG►NEER J,j u•~~
u cu^evn~v
~
/Uf i1',rl aA
707 West 71h • Suite 200 2020 Lakewood Dnve •$urte 205
Spokane, WA 99204 Coeur d'Alene, ID 83814
~ 509-458-6840 • FAX. 509-458-6844 208-765-7784 • FAX: 208-769-7277
INLAND PACIFIC ENGINEERING
707 WEST 7TH AVENUE, SUITE 200
SPOKANE, WA 99204
TELEPHONE: (509) 458-6840 FAx: (509) 458-6844
FAX TRANSMITTAL
DATE: ~ April 2, 1999 _ NO. OF PGS: 1 I INCLUDING COVER SHEET
TO: Verrili Smale ~ FAX NO.: 324-3478
- - - - - - - - - - -
COMPANY: Spokane County Engrs PHONE NO.: 456-3600
FROM: Ann Winkler, P.E. )OB NO.: 9.6083
~
PROJECT: ~ Riverwalk 6th
ORIGINAL IN MAIL: ■ YES O NO
NOTES:
Verrill,
,
After my fax to you on March 23, I was pleased to hear that the hearing for acceptance of Riverwalk
2nd and 6th was scheduled for April 20. As this process seems to go on forever, we need some kind
of written confirmation of this hearing date. If you can't get to it, can we call the BOCC office to
verify?
Additionally, for our client, we need a letter outlining the one year warranty period. You have
indicated that you have not coordinated with the people who will give you the information to write
this letter. Is there anything I can do to help?
I'm going on vacation next week and I've promised our client that he would get this information
several times. Since these letters should not take long to finish, I would like to make an
appointment this afternoon to pick them up. Would 3:00 work for you? If I do not hear from you, I
, will be down to pick them up at 3:00. Thank you. - .
cc: Bill Johns, P.E., County Engineer
Gary Oberg, Public Works Director
Mike Hume, Tomlinson-Black North t=
file
~ . '
ENGINEER' S REVMW SHEET AS BUILT PLANS RECEIVED
~
PLAT FILE # PE-1414E -8, -
Related File # ( )
~ AARD # ( 1
Date to Review !1
Date to AA & DR Time
Date Received 05/15/1996 _
Project Name RIVERWALK 6TH ADD No. Lots 18 No. Acres _
Range - Townslup - Section
SITE ADDRESS E BARKER/N MISSION PARCEL 5~S
ApplicanC's Name . Phone # . " '
Address Phone 2# .
~
FLOOD ZONE W S School Date Conditions Mailed
Billing Name MIKE HUME Owner ~ JEngineer
Address TOMLINSON BLACK Address Company INLAND PACIFIC ENGINEERI
NORTH Address 707 W 7TH AVE STE 200
8205 N DIVISION City SPOKANE,WA 99204
SPOKANE WA 99208
Signed BRYDAN WALKER pbone Phone/FAX (509)458-6840 FAX (509)458-68
Phone 467-7400
Date
Building Contact Person: Phone # 456-3675
Date Submitted i Description Initials I
,'JW1511996 DATE FEES RECEIVED
DATE PRIORITY FEES RECEIVED COPY TO ACCOUNTING
i7 /!S/cl FINAL PLAT FEES COMPLETED & COPY TO ACCOUNTIN
: - - - / / NOTICE TO PUBLIC # 13 4 6 COMPLETED - OR NEEDS TO BE SIGNED
DESIGN DEVIATION SUBMITTED/DATE COMPLETED - MAILED
ALTERATION TO PLAT - BL O C K S & L O T S ~
BOND QUANTITIES FOR DRAINAGE ITEM CAI.CULATED
DATE BOND RECEIVED - BOND AMOUNT RECEIVED
~ - - - - - ,
DATE BOND RELEASED - DATE AS BUILT RD PLANS
i - j
/ . / HEARING EXAM APPROVED )ENIED 'PEALED BCC -
APPEALED PROIECT APPROVED ENIED
STAMPED MYLARS TO PERMIT TECHNICIAN (SYL/SUZANNE) I
STAMPED 208-LOT PLANS TO ADMINISTRATIVE ASSISTANT (SANDl) ~
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A
C)FFlCE OF T! IE COUNTY ENCINF.F.R • A DIVISION OF Ti 16 PUBLIC WORKS DEPARTMENT
Ronald C. Flormann, ['.E., County Engineer Dennis M. Scott, P.E., Director AGREEMENT TO PAY FEES
ENGINEER'S AGREEMCNT NUMBER
,
and ~~~Gd1~A~~~1~lAMG ~~~~i
This agreement between Spokane County
Tc o person
wtiose interest in (lie project is -&31~~~ -
~ (i.e. owner, agent, uc.) '
is entered into liis day of AAAAAA , 19 Tliis agreement is applicable to tlie project
known as: ~V
~n .
nxaAL
projec a ress or i eoame ac m.. numoer)
That the individuals and parties named herein as having an interest in the above described property oc project
agree to (lie following:
I. Reimburse Spokane County for pcoject review and inspection fees as speciFied in Cliapter
9.14 of the Spokane Counly Code. Tlie fees will be based on actual salary costs incurred
by Spokane County for project reviews and / or inspections plus a ten percent
adininistrative charge, and will be billed monthly as accrued. Any bitliiig amounts due,
includiitg any expenses incurred in tlie collection of an overdue account, must be paid
prior to the Cowity's acceptance of the project for filiiig. If a project is approved and/or
filed with a balance still owing, (lie unpaid balance shall be paid within 30 days of the
invoice date.
2. . 'Tlie undersigned agrees tliat Ihese fees are due and payable upon receipt of the billing as
specified above.
3. Any invoices not paid witliin 30 days of the invoice date will be considered delinquent. 'If any outstanding balance on the account for this project is not paid within 30 days of ~
the invoice date, no further reviews of the project documents wiU be conducted until the ~entire account balance is paid. Any balance on Ilie account for this project not paid ~
witliin 65 days of the invoice date may result in legal action or ttle initiation of other
collection procedures, including referral to a collection agency. T}ie Sponsor' will be
liable for any and all expenses incurred by the County for the cotlection of overdue
accounts.
4. The monthly billing sliould be sent to the attention of:
NAME: fte- OMWV,_,° T1MI~WfOr1 ~IRJ~~1C- dDY-& PP.&I
ADDRESS: ~ • ~ZOS
CITY, STATE: WA
ZIP CODE:
PHONE N:
I understand that failure to pay these fees may result in delay in completion or approval of the project or other
possible sanctions.
❑ If this fee agreement is completed by someone other than lhe Sponsor (i.e., the project
owner or a principal in the firm sponsoring the project), sucli as lhe Engineer designing
the project, tlien written authorizatian fro ie Sponsor specifically authorizing the
Agent to execute tltis Fee Agreement ' ached to this ree g eei ent
SIGNATURE By: ~
~
~til r,r,~
(PRINT NAME) U
RETURN YELLOW COPY TO SPOKANE COUNTY ENGINCERS, •
k\p\Iingrcemen.fee 2/1/95
1026 W. Broadtivay Ave. • Spokane, WA 99260-0170 •(509) 956-3600 FAX• (509) 3243478
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Spokane Brench Doflars
' United Security Bank
N,9506 Mewpprt Highwey
Spokerte. Washfngton 99218
For
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~ RECEIPT Date 7- l5 19-96 9020
Received From vV T P
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AGCOUNT HOW PAID '
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.
BEFORE SPOKANE COUNTY PLANNING
IN THE MATTER OF GRANTING AN EXTENSION- )
oF-TIME REQUESTED FOR PE-1414-81 / PUDE-1-82
ZE-92-81, "RIVERWALK" (PREVIOUSLY "RIVERWAY VILLA") )
AN APpROVED PRELIMINARY PLAT, PRELIMINARY ) FINDINGS oF FACT,
PLANNED UNIT DEVELOPMENT AND ZONE CHANGE ) CONCLUSIONS AND
AND ) DECISION
GRANTING APPROVAL OF REVISED PRELIMINARY )
PLAT AND PRELIMINARY PUD SITE DEVELOPMENT )
PLAN FOR "RIVERWALK". )
THIS MATTER, a request for an extension of time from Michael A. Hunt pursuant to a letter dated
August 16, 1994, has been received and decided upon (after an extensive review, redesign and
coordination with the applicant's engineers and the various agencies), pursuant to Spokane County
Subdivision regulation (Chapter III, Section G), Spokane County Zomng Code and RCW
58.17.140.
AND THIS MATTER, a request for approval of a"Revised Preliminary Plat and Preliminary Site
Development Plan (PUD) of RNERWALK" (previously Riverway Villa) as submitted by Inland
Pacific Engineering on May 19, 1995.
FINDINGS OF FACT AND CUNCLUSIONS
1. The individual signing below has been properly delegated the responsibility for rendering
this decision by Spokane County Planning.
2. The proposal for the time extension is located south of both the Spokane River and the
Washington State Parks Department's Centennial Trail property, east of and adjacent to
Barker Road, and north of and adjacent to Mission Avenue in Section 8, Township 25
North, Range 45 E.W.M., Spokane County, Washington.
3. The Preliminary Plat and Preliminary Planned Unit Development (PUD) plans were
approved by the Hearing Examiner Committee on April 2, 1982. The development then
consisted of a manufactured home subdivision on 118 acres for 3651ots including open
space and one commercial lot. The prelirrunary plat approval also included a rezone from
Agricultural (A) to Residential Manufactured Home (RMH) with a(PUD) Overlay zone and
to Commercial (C) under the now expired, Spokane County Zoning Ordinance. Such zone
reclassifications are accomplished as each phase of the preliminary plat is finalized and
recorded with the County Auditor. No portion of the project has been recorded to date.
4. The Preliminary Plat, PUD and Zone Change original approvals were, in part, based on an
Environmental Impact Statement (EIS) prepared for the proposed project. However,
numerous changes have occurred since 1982, which require mitigating measures as new
conditions of approval.
5. The Findings of the August 5, 1993, Time Extension decision are included by reference
with this action to assure clazification of the below findings, decision and conditions.
b. At the time of the preliminary approvals, Apri12, 1982, the Comprehensive Plan
designated this area as URBAN Category. The location is within the Priority Sewer Service
Area (PSSA) and the Aquifer Sensitive Area (ASA) Overlay Zone. The Comprehensive
Plan was adopted late 1980 with an effective date of January 1, 1981. The URBAN
designation has remained the same since the 1982 preliminary approvals. The approved
original plans and zone changes continue to conform to the adopted Comprehensive Plan,
including the May 19, 1995, Revised Preliminary Plans.
7. On Febniary 24, 1983, the sponsor submitted a Final PUD Site Development Plan for the
southern portion (S1/2) of the project and requested a change of condition to postpone the
Final PUD hearing of the northern portion (N1/2) for three (3) years. The request was
approved by the Hearing Examiner Committee (HEC) on April 14, 1983. The approved
Final PUD Site Development Plan for the S I/2 of the site consisted of a maximum of 178
lots on approximately 50 acres, which excluded the proposed commercial property at the
southwest corner. The approved Final SI12 PUD 5ite Development Plan was different
from the Preliminary PUD Development Plan stamped "Received November 12, 1981."
Larger residential lots, consolidated open space, elimination of recreational improvements
and redesign of the roads were approved in 1983. The HEC approved a redesign of the
PUD that clearly deviated from the original conceptual "preliminary PUD" map stamped
"Received November 12, 1981." The remaining N1/2 of the Preliminary PUD was
conditioned to acquire Final PUD Site Development Plan approval no later than May 1,
1986. After the Planning Department sent a late Expiration Notice to the sponsor, a Time
I
Jurie 14, 1995, Eztension of Time File No. FE-1414-81/ Page 2
and a Revised Preliminary Plat/ PUD PUDE-l-82 ( ZE-92-81
7. continued
Extension Application was accepted July 1986, processed, public notice given and the
project was granted approval approximately October 1986. Therefore, this deadline was
administratively (see Finding No. 8., 10. and 11. below) extended which followed with
four additional administrative time extensions (see Finding No. 12. below). As a condition
of the last Time Extension approved on August 5, 1993, a one (1) year deadline was
imposed on this north Final PUD Site Development Plan approval with an expiration date
of September 1, 1994.
On March 24, 1994, before the above expiration date for the north Final PUD, the sponsor
submitted an overall (N1/2 and S1/2) Final PUD Site Development Plan for administrative
review and approval along with this time extension application. Since that submittal the
sponsor has proposed and received administrative approval to submit a revised overall
"preliminary PUD," which improves the lot design, open space and road design. May 19,
1995, (over one year later) the revised "preliminary PUD" was submitted and will be made
pazt of this time extension decision to create a clear record of the "revised preliminary plat"
and the "revised preliminary PUD."
8. On October 22, 1985, with Resolution Number 85-0900 the Board of County
Commissioners adopted the new Spokane County Zoning Code to be effective January 1,
1986. The new Chapter 14.704, Planned Unit Development (PUD) Overlay Zone,
established an administrative process to approve Final PUD site plans. The previous
Zoning Ordinance had required public hearings before the Hearing Examiner Committee to
approve Final PUD site plans.
9. The project area was zoned Agricultural (A) at the time of the Apri12, 1982, preliminary
approvals. The existing zoning of the property described in the application is presently
zoned Urban Residential-3.5 (UR.-3.5), previously established as Agricultural (A) zoning
in 1957 (ZE-2$6-57) and redesignated to UR-3.5 on January 1, 1991, consistent with the
PROGRAM TO IMPLEMENT THE SPOKANE COUNTY ZONING CODE. Note, as each phase
of the preliminary plat is finalized and recorded with the County Auditor the existing UR-
3.5 zoning will be reclassified to comply with the original zone change approval on Apri12,
1982, pursuant the PROGRAM TO IMPLEMENr. The project area with the old approved
Residential Mobil Home (RMH) Zone will be substituted with the present Urban
Residential-7 (UR-7) and the present PUD overlay zone. The old approved Commercial
(C) Zone will be substituted with the presen[ Community Business (B-2). Any
development of the proposed plat and planned unit development will need to conform with
the current Zoning, Planned Unit Development, and Subdivision standards. Pursuant to
RCW 58.17.195 the revised proposal as conditioned will conform to the requirements of
the approved zone change to UR-7 Zone with PUD Overlay Zone and the B-2 Zone.
10. March 18, 1986, Spokane County adopted specific criteria for administratively considering
the Extension of Time regazding the expiration of preliminary subdivisions. Extension of
time decisions no longer require a public hearing before the HEC. The time extension
criteria is found in Chapter III, Section G of the Spokane County Subdivision Ordinance
(Board of County Commissioner Resolution Number 86-0246).
11. October 1986, the Planning Department granted its first administrative (without public
hearing) time extension for 2 years under the authority of Chapter III, Section G of the
amended Spokane County Subdivision Ordinance. This 1986 Extension of Time approval
amended and extended the previous conditions of approval regazding all specific deadlines
of the April 14, 1986, Hearing Examiner Committee decision. This deadline extension
included the N1/2 Final PUD deadline of May l, 1986 (see Finding No. 7. above).
12. This Time Extension application is the seventh (7th) request for a time extension. The total
life of the Preliminary Plat, PUD and Zone Change has been 13 years and 2 months:
• April 1982 to April 1983 ...................Preliminary approvals - HEC
• April 1983 to April 1986 ...................3 years granted with change of conditions - HEC
• Nov 1986 to Dec 1988 ......................2 years (see Finding No. 11. above) - Ping. Dept.
• Dec 1988 to Jan 1990 2 years - Ping. Dept.
• Jan 1990 to Jan 1992 ........................2 years - Ping. Dept.
• Jan 1992 to Jan 1993 ........................1 year - Ping. Dept.
March 4, 1993 Time Extension Denied for lack of progress
March 12, 1993 Appeal of Denial and additional information provided
May 24, 1993 Time Extension administratively Approved with updated conditions
June 3, 1993 Appeal of new and updated conditions-of-approval
Aug 19, 1993 Hearing Examiner Committee public hearing scheduled and advertised
July 1993 additional information provided
July 27, 1993 appeal withdrawn by Jim Reuter
July 29, 1993 withdrawal conifirmed by project legal council, F. J. Dullanty, Jr.
Aug 5, 1993 administratively amended the May 24, 1993 Time Extension conditions
• August 1993 to September 1994.......1 year - Ping. Dept.
August 23, 1993 HEC withdrawal of appeal ORDER (see Finding No. 13. below)
/
June 14, 1995, Eztension of Time File No. PE-1414-81 / Page 3
and a Revised Preliminary Plat / PUD PUDE-1-82 / ZE-92-$1
12, continued
The above stated chronology does not include the processing time for which approval had
lapsed during review or appeal of decisions for each time extension request. Complete and
timely requests for any future time extensions shall be consistent with RCW 58.17.140 and
Spokane County Planning Subdivision Ordinance. Timely requests for consideration of
time extensions are the applicanddeveloper's responsibility as notices of expiration of
approval by Spokane County Planning are not regularly provided. When said notices are
provided they are done so only on a courtesy basis.
13. The appeal of the conditions of approval added to the administrative May 24, 1993, Time
Extension approval was advertised and scheduled for the August 19, 1993 Hearing
Examiner Committee (HEC) public hearing. Due to subsequent amendments made to these
conditions in the administrative Augvst 5, 1993, Time Extension approval, the appellant,
Jim Reuter, withdrew his appeal by letter dated July 27, 1993, as did the project attorneys
by letter dated July 29, 1993. This appeal agenda item was not presented at the August 19,
1993, HEC hearing. Later, on August 23, 1993, the Heazing Examiner Committee signed
FINDINGS OF FACT, CONCLUSIONS AND ORDER which states:
ORDER "The Hearing Examiner Committee pursuant to the above Findings of Fact
and Conclusion, accepts the withdrawal by Jim Reuter, of the application of the
Preliminary Plat of PE-1414-81 described in the application known a Riverway Villa. "
MOTION "UNANIMOUS TO APPROVE THE WITHDRAWAL OF THE PRELIMINARY
PLAT OF RIVERWAY VILLA AND RENDER THE PRELIMINARY PLAT AND APPEAL OF
THE EXTENSION OF TIME NULL AND VOID. "
This order and motion was based on Finding No. 2, which incorrectlv states:
"2. On July 29, 1993, Spokane County Planning received a written request from the
appellant, Jim Reuter, to withdraw the preliminary plat of Riverway Villa. The
Hearing Examiner Committee, by accepting the withdrawal, renders the preliminary
plat and appeal of the extension of time null and void. "
The evidence within file PE-1414-81, including the withdrawal letters, indicates the
Preliminary Plat and PUD sponsors clearly intended to keep the project alive and, in fact,
only requested to WTTHDRAW THE APPEAL from the August 19, 1993, HEC hearing
agenda, since the issues with the conditions of approval had been administratively resolved
with the County Prosecutor's Office and Spokane County Planning administration. While
the August 23, 1993, Hearing Examiner Committee FINDWGS OF FACT, CONCLUSIONS
AND ORDER could have been written more clearly, all references to withdrawal Wlies
onlv to the a ea and not the overall preliminary approvals.
14. This development and its approvals have exceeded its four (4) year grace period (the first 3
year expiration period and 1 additional year) where additional conditions cannot be applied
to the original approval, as provided in RCW 58.17.140, EXTENSIONS. All time
extensions thereafter may have additional conditions of approval added or updated as each
subsequent time extension is granted. The upgrading of conditions allows Spokane
County to bring development approvals into compliance with present adopted policy and
regulations while addressing current conditions and resolving current problems or impacts.
15. The application for this time extension has been evaluated using the below adopted criteria.
These criteria are found in Chapter III, Section G of the Spokane County Subdivision
Ordinance and have been used as a basis for this time extension decision.
Section G states; Approval of a preliminary subdivision s/zall automatically expire three
years after prelirninary approval is granted unless a time extension is applied for."and
follows with "Upon application for time extension, the Planning Director or designee may
administratively approve extensions for up to three (3) year periods provided at least one of
the following circumstances is found to apply:
1. That some portion of the existing preliminary plat has been fcnalized since the last
extension was granted and the remaining lots would fonn a unified development
consistent with the original approval
RESPONSE: No portion of the site has been finalized or recorded as a final plat.
However, Phase 1(401ots in the southwest corner with a public sewer system and
excluding the commercial site) is presently being reviewed for Final Plat approval to be
recorded with the County Auditor.
2. TFcat the preliminary plar as approved remains consistent with the Generalized
Comprehensive Plan for Spokane County insofar as density and other development
provisions app[y, and the sponsor has taken substantial steps towards finalizing his
plat, which shall include but not be limited to:
Ju7e 14, 1995, Eztension of Time File No. PE-1414-81 / Page 4
and a Revised Preliminary Plat / PUD PUDE-1-82 / ZE-92-81
15. continued
2. continued
a. srcrveying the lots within the development,
6. arranging for public services to the site,
c. obtaining necessaryfinancing for all or a portion of the preliminary plat,
d. the complerion of sttedies or other requirements which were part of preliminary
plat approval.
RESPONSE: Conespondence from North Idaho Engineering dated August 16, 1994,
indicates that progress has been made towazds finalizing the project. The progress is
summarized as:
a. Survey calculations of the entire first 37 (now 40) lot Final Plat Map have been
performed.
b. Public utilities to the site have been attanged.
c. Construction financing has been secured and is in place pending release af construction
pernuts by the Spokane County Engineering Department.
d. Sanitary Sewer Improvement Plans including lift station design have been submitted to
the Spokane County Utilities Depaitment.
f. The Final PUD Plan for the southerly 1/2 of Riverway Villa has been approved and the
northerly 1/2 has been submitted for administrative review and approval as provided for
in Chapter 14.704, Planned Unit Development (PUD) Overlay Zone of the Spokane
County Zoning Code.
g. The mitigation agreement with the Central Valley School District has been executed.
h. Landscaping plans for Indiana Avenue have been submitted.
i. The draft declaration of covenants, conditions and restrictions, articles of incorporation
and bylaws have been submitted.
j. Soils testing has been completed the results of which have been incorporated into the
redesign of street and storm drain plans.
Since the above August 16, 1994, letter, North Idaho Engineering and- Inland Pacific
Engineering indicates that additional progress has been made:
1. The water plan for the first phase has been approved. The water system with fire
hydrants have been installed for the first phase. Consolidated Irrigation Water District
has accepted the water system and the contractor is has completed the pressure tests and
was in the process of flushing the system to pass health tests.
2. A dryline sewer system has been installed for the first phase.
3. Engineering design and plans have been prepazed and submitted to WSDOT for boring
under the freeway. WSDOT has approved a boring permit.
4. Engineering design and plans have been prepared and submitted to WSDOT for Barker
& Freeway interchange right turn lane improvements. WSDOT has approved the I-90
eastbound right turn lane pernut.
5. Electric, cable and gas utilities have been installed for the first phase.
6. Street grading for the first phase is completed and "red top" surveyed and staked ready
for asphalt.
7. Curb forms have been partially installed along Indiana for the first phase. It was "red
top" surveyed and staked ready for asphalt.
8. A model home building permit was issued and was being constructed.
9. Redesign of the "preliminary plat" and "preliminary PUD" plans are complete.
3. That at the time preliminary approval was granted, development of the proposal was
conditioned upon the extension of public services wltich are not yet available. This
provision sliall not apply to public utiliry extension which the project sponsor would
normally fund.
RESPONSE: This condition does not apply to the first 38 lots however the developer
has as indicated in the August 16, 1994, North Idaho Engineering letter that prepazacion of
plans and documents to facilitate future phases have been expedited, including public sewer
for the entire project.
16. Spokane County Planning does find that the applicant has taken significant steps to finalize
all phases of the preliminary plat of record prior to the September 1, 1994, expiration of the
preceding time extension (6th extension). During this present time extension review period
addidonal progress has also been made as indicated in FIIVDIlVG 15. above. The present
owners have purchased the entire preliminary plat. The sewer system has been designed,
sized and partially installed to serve the entire preliminary plat, considerable engineering
has been accomplished and is currently underway for a major portion of the preliminary
plat and a redesign of the preliminary pladPUD has been completed. Therefore the
applicandowner has demonstrated sufficient progress to comply with the requirements of
Chapter ID, Section G, of the Spokane County Subdivision Ordinance for extending the
expiration date of the preliminary approvals for three years.
. . . • . . / ~ JLsne 14, 1995, Extension of Time File No. PE-1414-81 / Page 5
and a Revised Preliminary Plat / PUD PUDE-1-82 / ZE-92-81
17. Additional conditions for this time extension have been recommended by the various
reviewing agencies and departments, including Spokane County Planning, the County
Division of Engineering and Roads, the County Division of Utilities; the County Health
District the County Division of Buildings, the Washington State Department of
Transportation, Central Valley School District, the County Parks Department and Fire
District No. l. Said conditions shall be included in the appropriate sections of this decision
and shall not preclude previous conditions of approval for time extensions unless
specifically stated. If conditions conflict, the most current condition shall apply.
18. The Spokane County Parks Department has commented on the proposed Preliminary Plat
and PUD time extension pursuant a letter dated February 15, 1995. The Parks Department
has requested a voluntary agreement be completed between the Parks Department and the
property owner to mitigate impacts to the County Park system. A previous February 1, ~
1995, letter from Pazks Director, Sam Angove, also indicates their desire to purchase 7.4
acres of the PUD open space adjacent the Centennial Trail at the norch end of the project.
County legal counsel has indicated such agreements may be required. Spokane County
Planning recommends the property owner negotiate with the Spokane County Parks
Department to provide for appropriate capital facilities as required by the Revised Code of
Washington (RCW) 58.17.110. Approval of this time extension should include conditions
requiring that provisions for appropriate facilities be in place prior to recording this Final
Plat in the form of dedication of park land or a written agreement between the owner and
the Spokane County Parks Department. Note, property fram this project along the
Spokane River was dedicated to Washington State Pazks for the Centennial Trail.
19. The Central Valley School District No. 356 has commented on the proposed Preliminary
Plac and PUD time extension pursuant a letter dated February 21, 1995. The District has
indicated that existing school facilities are inadequate to serve the proposed Plat and PUD
and wishes to negotiate with the owner to provide adequate capital facilities as required by
the Revised Code of Washington (RCV) 58.17.110. Review by County legal counsel
indicates the condition requested by the School District can be required for developments.
Approval of this time extension should include conditions requiring that provisions for
appropriate facilities be in place prior to recording the Final Plat in the form of a written
agreement between the owner and the school district. Note, the school district indicates
there is an existing signed agreement. However, the request to add the standard condition
will assure that the existing and signed agreement will continue to be required and
maintained throughout the finalization of this project.
20. The following facts and conclusions are also relevant.
a. The applicandowner should continue to show substantial progress toward
complying with Chapter III, Section G, of the Subdivision Ordinance before
requesting an additional extension of time for the remaining phases of the approved
Preliminary Plat J PUD which have not been filed.
b. By reference FIlVDIIVGS of all previous approvals are specifically incorporated herein
unless otherwise stated. An attempt to include all previous and applicable Spokane
County Planning CONDTITONS OF APPROVAL within this time extension has been
made by Spokane County Planning. Due to the complex nature of this file
omissions may have occurred. If further clarification is necessary regarding
previous conditions, the file record and documents continue to he the authority and
shall be used to resolve such questions/deternunations.
c. A part of the northern portion of the approved preliminary plat of record fell under
the jurisdiction of the Washington State Shoreline Management Act, RCW 90.58,
and the Spokane County Shoreline Program, WAC 173-19-400. Creation of the
Washington State Centennial Trail along the Spokane River has removed portions
of the original site from Shoreline jurisdiction. Review of the Revised PUD site
plan for the northern portion of the preliminary plat shows the portions of the site
that is still within the Shorelines area, designated "Conservancy." About 15 of the
proposed lots are partly within this 200 foot shoreline boundary; however, each of
these lots has a building site that is outside the 200 foot boundary.
d. The site is located within an area of 5pokane County which was removed from the
sewer exemption area on July 1, 1994 by the Washington State Health Board
pursuant to WAC 246-272-100. The site is also located within the Priority Sewer
Service Area (PSSA). Any future time extension requests may be affected by the
new exemption boundary; however, the project is to be served by public sewer.
21. The site is located within the Public Transit Benefit Area (PTBA). Route # 18, Broadway
Feeder, provides connecting service to the Valley Park and Ride lot located on University
Avenue and 4th Avenue.
June 14, 1995, Extension of Time File No. PE-1414-81 / Page 6
and a Revised Preliminary Plat / PUD PUDE-1-82 / ZE-92-$1
22. The Spokane County Arterial Road Plan identifies Barker Road as a PRINCIPLE ARTERIAL
and Mission Avenue as a MINOR ARTERIAL. The existing roadway widths are inconsistent
with that specified in the adopted Arterial Road Plan. In order to implement the Plan the
County Engineer has requested a 5 foot reserve strip along Barker Road and a 10 foot
reserve strip along Mission Avenue to be designated as a Future Acquisition Area.
Preliminary plat approval also required dedication of an additional 15 feet of right-of-way
on Barker Avenue and dedicadon of 10 feet on Mission Road. Sidewalks are required
along these arterial roads fronting and within the plat.
The Washington State Department of Transportation has recommended conditions to
mitigate impacts to the Barker Road and Interstate-90 interchange. Those recommendadons
have been incorporated into this decision.
The Spokane County Engineering Department has met with the developers representative
and reached an agreemenVunderstanding with regards to phasing and development related
improvements to Barker Road and Mission Avenue. That understanding and conditions
thereof have been incorporated into the Engineer's conditions as set forth in this document.
23. The proposed plat will be served by a public water system. Waste water disposal will be as
authorized by the Director of Utilities, which involves an approved public sewer system
with pressurized lines to the sewer trunkline south of Interstate 90.
24. Recognizing the conditions of approval and Spokane County development standards,
appropriate provisions have been made to ensure the public health, safety and general
welfare and that the public use and interest will be served by plating the proposed
subdivision as conditioned.
The subdivision proposal is generally consistent with RCW 58.17 and the County
subdivision regulations, promoting the public health, safety and general welfare in
accordance with standards established by the state and Spokane County. Spokane County
Planning has considered the provision of public facilities cited in RCW 58.17.110 (2).
More specifically:
a. openspaces
b. drainage ways
c. public and/or private rights-of-way
d. transit
e. potable water
f. sanitary waste disposal
g. parks and recreation facilities
h. playgrounds
i. schools and school grounds
j. sidewalks
25. The delay in issuing this time extension is the result of (1) change of project sponsors, (2)
change of project engineers, (3) resignation of Counry planner assigned to this project (4)
an extensive review of the lazge thirteen yeaz old file, (S) the physical reorganization of the
file (6) two reorganiZations of planners within Spokane County Planning and (7) sponsor
proposed redesign of the preliminary plat/PUD. The review revealed considerable
confusion regarding the file organization and content of the file and a need to clarify the
record, as indicated in the above findings.
26. The applicant has requested to call the development by the name "RIVEItWALK" and will
record all subdivisions by variations of this new name. This was administratively
approved.
27. May 19, 1995, the applicant submitted a"Revise Preliminary Plat and Preliminary Site
development Plan (PUD) of RNERwALK for the entire project. This submittal have been
ProPosed bY the aPP licant to imProve the design of the site Plan (ie, eliminate double
fronting lots, consolidate open areas, other) and has been circulated for agency review and
comments. The proposed Final Plat Phase 1 azea of the 1983 (S1/2) Final PUD site plan
has n_Qt changed.
NOTE: To clarify the original application (see 1982 Zone Change Map 1:400 Assessor Map
stamped by L.S. Patrick Moore) and the present applicant's intent, Inland Pacific
Engineering submitted a May 25, 1995, letter with documents requesting to:
(1) eliminate the commercial lot from the "preliminary PUD" and
(2) remove that portion of the original 1981 property from the "Preliminary Plat of
Record" and the "Preliminary PUD" that was transferred to Washington State Parks
Department for the Centennial Trail, Auditor No.9112090116 dated Dec. 9, 1991.
June 14, 1995, Extension of Time File No. PE-1414-81 / Page 7
and a Revised Preliminary Plat / PUD PUDE-1-82 / ZE-92-81
28. The May 19, 1995, "Revise Preliminary Plat and Preliminary Site development Plan (PUD)
of RNERWALK" was found to be in substantial conformance to the original approvals
described in 3. and 7. above and this revised plan has been administratively approved.
Because all but the Phase 1 of the Preliminary Plat, the Final S 1/2 PUD and the N1l2
Preliminary PUD has been revised, a"Final PUD Site Development Plan" will need to be
submitted and must be approved for compliance with the "Revised Preliminary PUD" for
the area of the proposed Final Plat prior to each Final Plat being recorded. This will allow
for flexibility in determining the specific and detailed design of each Final PUD of each
, final plat at that time, for that market and pursuant the then exisdng development standards.
Each Final PUD site development plan will need to substantially conform with the
"preliminary PUD" and specifically conform with the PUD Overlay Zone standards in
affect at the time.
29. The May 19, 1995, "Revise Preliminary Plat and Preliminary Site development Plan (PUD)
Of RIVERWALK" shows the applicants present development phases; however, these phase
boundaries may need to be modified as the economy, market and other variables change.
DECISION
BASED UPON THE ABOVE Findings of Fact and Conclusions, a three year extension of time
request for PE-1414-81 / PUDE-1-82 /ZE-92-81, "RIVERWALK" (previously "Riverway Villa)
an approved Preliminary Plat, Preliminary Planned Unit Development and zone reclassification is
hereby APPROVED until July 1, 1998.
The May 19, 1995, "Revise Preliminary Plat and Preliminary Site development Plan (PUD) of
RIVERWALK" is also hereby APPROVED as the official preliminary plat of record and as the
preliminary planned unit development plan.
CONDITIONS OF APPROVAL
All pervious conditions of approval shall condnue to apply, as applicable, except as specifically
amended.
SPOKANE COUNTY PLANNING
1. All conditions imposed by the Hearing Examiner Committee and all dme extension
conditions, as amended or updated, shall be binding on the "Applicant." The term
"applicant" shall include the owner or owners of the property, heirs, assigns and
successors.
2. This time extension is approved for three (3) years until July l, 1998. The applicant
may request another extension of time approximately forty-five (45) days prior to the above
expiration date.
3. Additional Extensions of Time shall not be granted unless substantial compliance with
Chapter III, Section G, of the Subdivision Ordinance is demonstrated by the applicant;
otherwise the preliminary subdivision and the preliminary planned unit development
approval will become null and void.
4. (Amend 8/5/93 Planning Condition #3. and #4.)
The "Revised Preliminary Plat and Preliminary Site Development Plan (PUD) of
RNERWALK" stamped "Received May 19, 1995," has been administratively approved and
shall be the official preliminary plat of record and shall be the preliminary planned unit
development. This May 19, 1995 revised plan includes 9.11 acres for a proposed
commercial lot and 107.3 acres for a proposed planned unit development (PUD), being a
total of 116.41 acres (see said plan map). The PUD proposes 365 single family lots. At
the time of each Final PUD site development plan and Final Plat is submitted for each phase
they shall camply with all development standards for the approved zone classifications,
including the Planned Unit Development Overlay Zone, all as amended. (see 9. below)
Note, at this point in time, no part of the preliminary p1aVP[7D have been finalized since the
original 1982 approval.
5. (Amend 815l93 Planning Condicion #34.)
The above May 19, 1995 revised plan shows development phases. These phases may be
administratively amended if the various agencies find that each proposed phase will provide
proper traffic circulation, provide adequate emergency vehicle access, meet necessary
utilities design and/or utility circulation requirements, and provide for the public health and
safety.
June 14, 1995, Extension of Time File No. PE-1414-81 / Page 8
and a Revised Preliminary Plat / PUD PUDE-1-82 / ZE-92-81
6. (Amend 8/5/93 Planning Condition #3.)
The "Revised Preliminary Plat and Preliminary Site Development Plan (PUD) of
RNERWALK" stamped "Received May 19, 1995," now replaces:
(1) the "Preliminary Plat of Record" map dated November 12, 1981, as approved by the
Spokane County Hearing Examiner Committee in the Findings of Fact, Conclusions, and
Decision dated Apri12, 1982, which consisted of 365 manufactured home lots and 1
commercial parcel and
(2) the "Revised Preliminary Plat of Record" map dated March 15, 1983, as approved by
the Spokane County Hearing Examiner Committee in the Findings of Fact, Conclusions,
and Decision dated April 14, 1983, which was a redesign of the 50.2 acre South portion
(Sli2) with 1781ots, excluding the commercial pazcel. This S1/2 also being the Final PUD
Site Development Plan approved by the Hearing Examiner Committee in the Findings of
Fact, Conclusions, and Decision dated April 14, 1983, is now NULL and vOID and is
replaced with the above May 19, 1995, preliminary pIaVPUD. Note, since the final plat
for Phase 1 was submitted before the decision to approve the May 19, 1995, Revised Plan,
Phase 1 ma e finalized under the provisions of the April 14, 1983, Final PUD, S1/2.
7. (Amend 8/5/93 Planning Condition #3.)
A"Final PUD Site Development Plan" must be submitted and approved for at least the azea
of each proposed final plat prior to recording any Final Plat, other than Phase 1. This
includes the S 1!2 of RIvERWALK (previously Riverway Villa). Each "Final PUD" must
substantially conform to the above May 19, 1995, revised preliminary pIaVPUD and comply
with the applicable development standards existing at the time of subrYUttal.
8. (,Amend 8/5/93 Planning Condition #4. and 6.)
The approved zone change, ZE-92-81, shall be amended pursuant the PttOGRAM To
IMPLEMENT. The project area approved for the old approved Residential Mobil Home
(RMH) Zone with the old PUD Overlay Zone shall be substituted with the present Urban
Residential-7 (UR-7) Zone and the present PUD Overlay Zone. The project area approved
for old Commercial (C) Zone shall be substituted with the present Community Business
(B-2) Zone. The existing UR-3.5 Zone shall be reclassified as each phase of the
development is recorded as a Final Plat with the County Auditor. The reclassifications
shall be consistent with the proposed zoning approved with the preliminary plat of record,
as amended by the PROGRAM TO IMPLEMENT.
9. (Amend 8/5/93 Planning Condition #7 and #11.)
The f nal plat(s) shall be designed substantially in conformance with the above "Revised
Preliminary Plat of Record date stamped May 19, 1995." No increase of density or
number of lots shall occur without a change of condition application submittal and
approval. Each Final Plat shall comply with the current development standards of the
Urban Residential-7 (UR-?) Zone and the Planned Unit Development (PUD) Overlay
Zone, as each may be amended. The proposed commercial parcel shall comply with the
current development standards of the Community Business (B-2) Zone, as amended. The
entire site shall also comply with the Aquifer Sensitive Area (ASA) overlay zone.
10. The Planning Director/designee shall review any proposed final plat and final Planned Unit
Development Plan to ensure compliance with these Findings and Conditions of Approval.
11. (Amend 8/5l93 Planning Condition #5.)
Prior to recording a final plat which includes the commercial parcel, Spokane County shall:
a. insure that the commercial site is in compliance with the development standards of the
Spokane County Zoning Code, as amended,
b. insure that the commercial site is in compliance with the development standards of the
Spokane County Road Standards, as amended, and
d. insure that commercial uses do not exceed those of "neighborhood" and "local
serving" type retail or service(s).
12. (Amend 8/5/93 Planning Condition #5.)
Prior to issuing any building permits on the commercial parcel, a specific site development
plan (all or part) shall be submitted to Spokane County. The specific site development plan
will be circulated for comments from appropriate agencies to deternune compliance with
current regulations and for substantial compliance with the approved May 19, 1995,
revised Plan and the conditions of approval.
13. A final plat name/number shall be proposed before the final plat is filed, such name/number
to be approved by the Planning Director/designee.
14. Prior to filing of the final plat, the appropriate street address(es) shall be indicated.
15. Appropriate road name(s) shall be indicated.
r
June 14, 1995, Extension of Time File No. PE-1414-81 / Page 9
and a Revised Preliminary Plat / PUD PUDE-1-82 / ZE-92-81
16. The final plat map shall indicate by a clear, dashed line the required yard setbacks from all
private, "Tract X" or public roads. The dedication shall contain the following statement:
Side yard and rear yard setbacks shall be detennined at the time building permits are
requested unless these setbacks are specifically drafted on this final plat. The setbacks
indicated on this plat may be varied from if proper zoning approvals are obtained.
17. The final plat shall indicate yard setback arc lengths on cul-de-sac lots which meet or
exceed the minimum frontage of the underlying zone of the final plat.
18. Appropriate utility easements shall be indicated on copies of the proposed final plat.
Written approval of utility easements by appropriate utility companies shall be received with
the submittal of the final plat.
19. Three (3) current certificates of title shall be furnished to Spokane County Planning prior to
filing the final plat. •
20. Prior to filing of all or a portion of the final plat, the applicant's surveyor shall submit one
or more maps outlined in red of the area being finalized. The scale shall match the
appropriate assessor's map scale.
21. Spokane County Planning shall prepare and record with the County Auditor a TrME
No'rICE specifying a future land acquisition area for road right-of-way and utilities. The
reserved future acquisition azea Title Notice may be released, in full or in part, only by
Spokane County Planning. The nodce should be recorded within the same time frame as
the recording of the Final Plat and shall provide the following, if applicable:
a. At least 10 feet along Mission Avenue and 5 feet along Barker Road shall be
designated as reserved future acquisition azea for road right-of-way and utilities, in
addition to the existing and/or newly dedicated right-of-way along Mission Avenue
and Barker Road. NOTE: The County Engineer has required 10 feet of dedication
along Mission Avenue and 15 feet of dedication along Barker Road.
b. Future building and other setbacks required by the Spokane County Zoning Code
shall be measured from the reserved future acquisition area.
c. No required landscaping, pazking, '208' areas, drainfield or allowed signs should be
located within the future acquisition area for road right-of-way and utilities. If any of
the above improvements are made within this area, they shall be relocated at the
applicant's expense when roadway improvements are made.
d. The future acquisition area, until acquired, shall be private property and may be used
as allowed in the zone, except that any improvements (such as landscaping, parking,
surface drainage, drainfield, signs or others) shall be considered interim uses.
e. The property owner shall be responsible for relocating such "interim" improvements
at the time Spokane County makes roadway improvements after acquiring said future
acquisition area.
22. Spokane County Planning shall prepare and record with the Spokane County Auditor a
TITLE NoTICE nodng tHat the property in question is subject to a variety of special
conditions imposed as a result of approval of a land use action. This TITLE NoTICE shall
serve as public notice of the conditions of approval affecting the property in question. The
notice should be recorded within the same time frame as the recording of the Final Plat and
shall only be released, in full or in part, by Spokane County Planning. The Title Notice
shall generally provide as follows:
The parcel of property legally described as [ J is the subject of a land
use action by a Spokane County Hearing Body orAdministrative Ojrtcial on [ J,
imposing a variety of special development conditions. File No. [ J is
available for inspection and copying in Spokane County Planning.
23. The plat dedication shall contain the following statement for those lots located on a
temporary cul de sac/stub road:
Lot(s) , Block(s) are located on a temporary cul-de-sac/stub
road. 71zis temporary cul-de-sac/stub road may be extei:ded to provide access to adjacent
property and/or connect to existing roads or new roads as development and/or circulation
needs dictate.
24. A plan for water facilities adequate for domestic service and fire protection shall be
approved by the water purveyor, appropriate fire protection district, County Building &
Safety Department and County Health District. The agencies will certify on the Water Plan,
prior to the filing of a final plat, that the plan is in conformance with their respective needs
and regulations. The Water Plan and certification shall be drafted on a transparency
suitable for reproduction and be signed by the plat sponsor.
June 14, 1995, Extension of Time File No. PE-1414-81 / Page 10
and a Revised Preliminary Plat/PUD PUDE-1-82lZE-92-81
25. The water purveyor shall certify that appropriate contractual arrangements and schedule of
improvements have been made with the plat sponsor for construction of the water system in
accordance with the approved Water Plan. The time schedule shall provide for completion
of the water system and inspection by the appropriate health authorities prior to application
for building permits within the final plat. The arrangements or agreements shall include a
provision holding Spokane County and the purveyor harniless from claims by any lot
purchaser refused a building pernut due to the failure of the subdivision sponsor to
satisfactorily complete the approved water system.
26. The final plat dedication shall contain the following statement:
The public water system, pursciant to the Water Plan approved by cotmty and state health
autl:orities, t7:e local fire protection district, County Building & Safety Department and
warer purveyor, shall be installed within this subdivision; and the applicant shall provide
for individual domestic water service as well as fire protection to each lot prior to sale of
each lot and prior to issuance of a building permit for each lot.
27. No building permit will be issued for any ]ot within the final plat until certified by a
Washington state-licensed engineer that "the water systern has been installed pursuant to the
approved Water Plan for the final plat, " including a signed license stamp. The certification
may be in the form of a letter, but is prefetred to be certified on a copy of the Water Plan as
a schematic map showing the "as-built" water system. '
28. The Water Plan and the above conditions of approval regarding the Water Plan may be
waived by the Planning Director/designee upon receipt of letters from the appropriate water
purveyor and fire protecdon district stating that simple connections to an existing, approved
water system will provide adequate domestic and fire protection water to ensure the public
health, safety and general welfare.
29. A survey is required prior to the filing of a final plat.
30. Approval is required by the Planning Director/designee of a specific lighting and signing
plan for the described property prior to the release of any building permits.
31. Direct light from any exterior area lighting fixture shall not extend over the property
boundary. 32. A specific landscape plan, planting schedule and provisions for maintenance acceptable to
the Planning Director/designee shall be submitted with a performance bond for the project
prior to release of building permits. Landscaping shall be installed and maintained so that
sight distance at access points is not obscured or impaired.
33. (Amend 8/5l93 Planning Condition #29.)
The Final PUD site development plan shall indicate all exterior boundary setbacks, as well
as setbacks from roadways and individual lot lines.
34. A copy of the homeowners/property owners' association articles of incorporation and/or
bylaws and/or covenants and restrictions, together with any other provisions for
maintenance of common areas and facilities, shall be submitted for review and approval to
5pokane County Planning prior to finalizing.
35. The Owner shall negotiate with the Central Valley School District and the Spokane County
Parks Department and submit a recorded copy of the agreement making provisions for
public schools and parks prior to finalization and recording of this plat. The agreement
shall provide a written description of the subject property to which the agreement applies
and also state the dollar amount and any other agreed to mitigating measure(s).
The Owner shall also notify any potential purchasers who have made an agreement to
purchase property within said plat pursuant to the Revised Code of Washington
(58. I7.205), that appropriate provisions for school facilities and public parks must be '
made conditioned on a future agreement between the applicanVsponsor, school district, and
County Parks Department.
Voluntary agreements between the Owner and School District and Spokane County Parks
Department shall conform to the requirements of the Revised Code of Washington Chapter
82.02.
36. The owner/applicant shall coordinate with the local Fire District and the Fire Marshall to
insure that adequate access is provided for emergency services, prior to submitting each
' Final Plat phase.
37. Each final plat dedication shali make reference to the Home Owners Association agreements
as a notice to potential lot purchaser of the responsibilities of lot ownership within the
subdivision.
June 14, 1995, Extension of Time File No. PE-1414-81 / Page 11
and a Revised Preliminary Plat / PUD PUDE-1-82 / ZE-92-81
38. The lots or common open space shown on the May 19, 1995, Revised Preliminary Plat that
are within the 200 foot Shoreline boundary are required to comply with the Spokane
County Shoreline Program regulation. The Final Plat shall show the 200 foot shoreline
boundary. Each lot which includes the 200 foot boundary must have a buildable site that
meets all required setbacks (both zoning and shorelines) before it is recorded as a Final
Plat. Notes (at least 2) shall be placed on the Final Plan drawing near the affected lots and
common open space which state: The property with the 200 foot Shoretine boundary has
legal limitations on the use of this land pursuant vegetation and building of structures,
including fences.
39. If a Final Plat is recorded with any lot partially within the 200 foot boundary of the
Shoreline, a TTTLE NOTICE shall be recorded by Spokane County Planning immediately
after recording the Final Plat with the County Auditor. The TTT[,E NOTICE shall include a
statement similar to: Any lot's property or common open space property within the 200
foot shoreline boundary have limitations on building structures (including fences) and
changing the natctral vegetntion pursuant the SPOKANE COUNTYSHORELlNEPROGRAM
regulations.
40. After the commercial parcel is granted B-2 Zoning with the recording of a Final Plat, the
applicandowner should make application for a Binding Side Plan to allow for timely
division and sale of portions of the commercial site after a Final Binding Site Plan is
recorded.
SPOKANE COUNTY DIVISION OF ENGINEERING AND ROAD5
Prior To Issuance Of A Buildine Pernut Or Use Of The Prooertv As Pronosed:
1. All previously imposed conditions are still applicable.
2. The County Arterial Road Plan identifies Barker Road as a PRINCIPLE Arterial and Mission
Avenue as a MINOR Arterial. The existing right-of-way widths are not consistent with
those specified in the Plan. In order to implement the Arterial Road Plan, in addition to the
required right-of-way dedication, a strip of property 5 feet in width along Barker Road and
10 feet in width along Mission Avenue shall be set aside in reserve. This property may be
acquired by Spokane County at the time when arterial improvements are made to Barker
Road and Mission Avenue.
3. As per the original conditions of approval:
"A traffic analysis of each phase will be required of the developer and reviewed by
Spokane County prior to plat finalization. This analysis will be coordinated with the State
of Washington Department of Transportation. A traffic analysis for each phase will serve
as a basis for the evaluation of the need for traffic control devices at Barker Road and
Mission Avenue. Should the analysis determine a need for intersection upgrading, the
developer will be assessed a proportionate share for the required improvements.
4. Prior to any plat checking of Riverway Villa for phased finalization of the plat the
aforementioned analysis shall be completed.
5. Intersection and road improvements shall be constructed and phased as follows predicated
on an agreement reached on or about August 4, 1994, between North Idaho Engineering
and the Spokane County Engineer.
Barker Road:
Phase I: Construct Barker/Indiana intersection (Barker Road to be a 5-lane secdon per
the County's Special section for Barker Road). Provide acceleration/deceleration lanes
(sized per WSDOT Design manual), as well as inbound and outbound tapers.
Phase II: Construct Barker Road north to the Spokane River, and south to Mission
Avenue, unless built out sooner as part of Phase VI.
Phase VI: Construct Barker Road north to the Spokane River, and south to Mission
Avenue, unless built out sooner as part of Phase II.
Mission Avenue:
Phase I: Construct Mission/Clark Fork (Harmony Lane) intersection. Construct north
side of Mission Avenue (per the County's Special Section for Mission Avenue) from
Clazk Fork (Harmony Lane) to Barker. Provide inbound taper to Clark Fork
(Harmony Lane) intersection.
Phase III: Construct Mission/Potomac and Mission/Yukon intersections. Construct
north side of Mission Avenue (per the County's Special Section for Mission Avenue)
along the Mission Avenue frontage from the easterly plat boundary to Mission/Clark
Fork (Harmony Lane). Provide inbound taper to the widened Mission/Yukon
intersection from east of the easterly plat boundary.
June 14, 1995, Extension of Time File No. PE-1414-81 / Page 12
and a Revised Preliminary Plat / PUD PUDE- 1-82 / ZE-92-81
6. Conditions of Approval require that Barker Road and Mission Avenue improvements
adjacent to Phase VI are to be completed prior to issuance of a building pernut for any
projects on that parcel.
7. The aforementioned phasing is a minimum development program. Changes to this
construction schedule may be implemented pending completion of the Traffic Impact
Analysis for each phase of the development.
8. Engineers Condition #21 of April 2, 1982 Hearing Examiner Committee Findings and
Order required that a strip of property 15 feet in width along Barker Road be dedicated
from Mission Avenue to the Spokane River. Since a portion of this strip is not controlled
by the applicant this requirement for dedication is not applicable. Right-of-way along
Barker Road within the original approved plat shall be dedicated at the time of final plat
approval or vesting of any commercial rezone. Improvements to Barker Road from the
Spokane River bridge on Barker to Mission Ave shall still be required with the existing
right-of-way per a phasing plan to be agreed to by the developer and approved by the
County Engineer.
9. Regarding the May 19, 1995, redesign Plan the following condition shall apply:
(1) Temporary cul-de-sacs shall be constructed at the ternunus of Indiana Avenue, Tippi
Canoe Lane cannot be used as a public road tum-around and all other streets that provide
access to more than one lot shall also provide an acceptable turn-around.
(2) Improvements to proposed roadways shall be as outlined in the approved conditions of
approval or as amended by the overall traffic analysis currently being completed.
SPOKANE COUNTY DIVISION OF UTILITIES
1. Any water service for this project shall be provided in accordance with the Coordinated
Water System Plan for Spokane County, as amended.
2. The dedication shall state: The Owner(s) or Successor(s) in interest agree to authorize the
County to place their name(s) on a petition for the formation of a ULID by petition method
pursuant to RCW 365.94 which the peddon includes the Owner(s) property and further not
to object by signing of a protest petition against the formation of a ULID by resolution
method pursuant to RCW 36.94 which includes the Owner(s) property. Provided, this
condition shall not prohibit the Owner(s) or Successor(s) from objection to any
assessment(s) on the property as a result of improvements called for in conjunction with the
formation of a ULID by either petition or resolution under RCW 36.94.
3. Applicant will make connection to Public Sewer System. 5ewer Connection Permit is
required.
4. Plans and specifications for the public facilities are to be reviewed and approved by the
Utilities Department. Spokane County plan submittal requirements apply.
5. The dedicadon shall state:
The owner(s) or successor(s) in interest agree to authorize the Counry to place their
name(s) on a petition for the forrtzation of ULID by petition method pursuant to RCW
3694, which petition includes the owner(s)' property; and further not to object by the
signing of a protest petition against the formation of a ULID by resolution method pursuant
to RCW Chapter 36.94 which includes the owner(s)' property. PROVIDED, this
condition .shall not prol:ibit the owner(s) or successor(s) from objecting to any
assessment(s) on the property as a result of improvements called for in conjunction with the
formation of a ULID by either petition or resolutian method under RCW Chapter 36.94.
6. Any water service for this project shall be provided in accordance with the Coordinated
Water System Plan for Spokane County, as amended.
7. Applicant shall make connection to public sewer system. Sewer connection permit is
required. Plans and specifications are to be reviewed and approved by the Utilities
Department.
SPOKANE COUNTY HEALTH DISTRICT
1. A statement shall be placed in the dedication to the effect that: "A public sewer system wiil
be made available for the plat and individual service will be provided to each lot prior ro
sale. Use of individual on-site sewage disposal systems shall not be authorized. "
2. The final plat shall be designed as indicated on the preliminary plat of record andlor any
attached sheets as noted.
June 14, 1995, Eztension of Time File No. PE-1414-81 / Page 13
and a Revised Preliminary Plat / PUD PUDE-1-82 / ZE-92-81
3. Appropriate utility easements shall be indicated on copies of the preliminary plat of record
for distribution by Spokane County Planning to the utility companies, Spokane County
Engineer and the Spokane County Health District. Written approval of the easements by
the utility companies must be received prior to the submittal of the final plat.
4. Sewage disposal method shall be as authorized by the Director of Utilities, Spokane
County.
5. Water service shall be coordinated through the Director of Utilities, Spokane County.
6. Water service shall be by an existing public water supply when approved by the Regional
Engineer (Spokane), State Department of Health.
7. Prior to filing the fiilal plat, the sponsor shall demonstrate to the satisfaction of the Spokane
County Health District that an adequate and potable water supply is available to each lot of
the plat.
8. Prior to filing the final plat, the sponsor shall present evidence that the plat lies within the
recorded service area of the water system proposed to serve the plat.
9. A plan for water facilities adequate for domestic use, domestic irrigation use and fire
protection use shall be approved by the water purveyor. Said water plan must have been
approved by the fire protection district and the appropriate health authorities. The health
authorides, water supplier (purveyor) and the fire protection district will certify, prior to the
filing of the final plat, on the face of said water plan that the plan is in conformance with
their requirements and will adequately satisfy their respective needs. Said water plan and
certification will be drafted on a transparency suitable for reproduction.
10. The purveyor will also certify prior to filing the final plat on a cupy of said water plan that
appropriate contractual arrangements have been made with the plat sponsor for construction
of the water system, in accordance with the approved plan and time schedule. 1fie time
schedule will provide, in any case, for completion of the water system and inspection by
the appropriate health authorities prior to application for building pernuts within the plat.
The contractual arrangements will include a provision holding Spokane CountylCity of
Spokane, Spokane County Health District and the purveyor ha.rmless from claims by any
loVtract purchaser refused a building permit due to failure of the plat sponsor to
. satisfactorily complete the approved water system.
11. The dedicatory language on the plat shall state:
Use of private wells and water systems is prohibited.
12. The final plat dedication shall contain the following statement:
The public water system, pursrcant to the water plai: approved hy county and state health
authorities, the local fire protection district, County Building and Safety Deparhnent, and
water purveyvr, shall be installed within this subdivision and the applicant shall provide for
individctal domestic water service as well as ftre protection to each lodtract prior to sale of
each lotltrar.t and prior to issuance of a bieilding permit for each tract.
SPOKANE COUNTI' DIVISIOnT OF BUILDINGS
1. The applicant shall contact the Division of Buildings at the earliest possible stage in order to
be infonned of code requirements administered/enforced as authorized by the State
Building Code Act. Design/development concerns include: ADDRESSING, FIRE
APPARATUS ACCESS ROADS; FIRE HYDRANT/FLOW; APPROVED WATER SYSTEMS;
BUILDING ACCESSIBILITY; CONSTRUCTTON TYPE; OCCUPANCY CLASSIFICATION;
EXITING; EXTERIOR WALL PROTECTION; AND ENERGY CODE REGULATIONS. (Note: The
Division of Buildings reserves the right to confirm the actual address at the time of building
permit.)
WASHINGTON STATE DEPART'MENT OF TRANSPORTATION
PRIOR TO APPROVAL OF ANY FINAL PLAT:
1. A traffic analysis shall be prepared for the Barker Road interchange and shall contain the
following elements:
a. Site Map (illustrating the complete circulation system)
b. Vicinity Map(s) (illustrating traffic distribution)
c. Existing Transportation Conditions
1. Existing average daily traffic
2. Existing AM and PM peak hour level of service
3. Existing AM and PM peak hour turning movements
June 14, 1995, Extension of Time File No. PE-1414-81 / Page 15
and a Revised Preliminary Plat / PUD PUDE-1-82 / ZE-92-81
If you have any questions, please call the Spokane County Planning at 456-2205.
pc: County Division of Engineering and Roads
Washington State Department of Transportation
County Division of Utilities
County Health District
County Division of Buildings
County Division of Parks, Recreation and Fair
Central Valley School District
Fire District 1
Welco Group Inc, 1220 116th Ave, NE, Bellevue Wa 98004
North Idaho Engineering, W 4200 Seltice Way, Coeur D'Alene, ID, 83814
Consolidated Irrigation District
Richard Mason, IPEC, 707 W. 7th, Ste 200, Spokane Wa 99204
. _ • ~~W ~sb
. ~
~
S P U K A N E ~ C O U 1-4 T Y
OFFICE OF Tf IE COUNTY ENGINF,F.R • A DIVISION OF TF IE PUBLIC WORKS DEPARTMENT
Ronald C. Fiormann, ['.E , County Fngineer Dennis M. Scott, P E., Director
AGREEMENT TO PAY FEES
ENGINEER'S AGREEMENT NUMBER ?1¢W'F
This agreement between Spokane County and~ ~ 41AVCo~r N~~ k%~&AWdl"'
' e o person) r ~1~G
whose interest in tlie project is
-11~- (i e. owner, agen[, etc ) '
is entered into this K> day of , 19 This agreement is applicable to the project
kiiown as:-1CIv !n .
~pro~ec[ a ress or i ename sc mv numoer)
That the individua(s and parties named herein as having an interest in the above described property or project
agree to the following:
l. Reimburse Spokane County for project review and inspection fees as specified in Chapter
9.14 of the Spokane County Code. The fees will be based on actual salary costs incurred
by Spokane County for project reviews and / or inspections plus a ten percent
adininistrative charge, and will be billed monthly as accrued. Any billing amounts due, •
including any expecises incurred in the collection of an overdue account, must be paid
prior to the County's acceptance of the project for filing. If a project is approved and/or
filed with a balance still owing, the unpaid balance shall be paid within 30 days of the
invoice date.
2. The undersigned agrees that these fees are due and payable upon receipt of the billing as
specified above.
3. Any invoices not paid witliin 30 days of the invoice date will be coiisidered deliiiquent.
If any outstanding Ualance on the account for this project is not paid within 30 days of
the invoice date, no further reviews of the project documents will be conducted until the
entire account balance is paid Any balance on the account for this project not paid
within 65 days of the invoice date may result in legal action or the initiation of other
collection procedures, including referral to a collection agency. The Sponsor will be
liable for any and all expenses incurred by the County for the collection of overdue
accounts. '
4. The monthly billing should be sent to the attention of:
NAME: Meet 6me-~ P,
~ • gZOS TA
ADDRESS:
CITY, STATE: ~VA-44e-, MI"i
ZIP CODE: 2100
y. PHONE /f: 41 1400
I understand that failure to pay these fees may result in delay in completion or approval of the project or otlier
possible sanctions.
0 if this fee agreement is completed by someone other than the Sponsor (i.e., the project
owner or a principal in the firm sponsoring the project), such as lhe Engineer designing
the project, then written authorization fro ffie Sponsor specifically authorizing the
ent
Agent to execute tliis Fee Agreement 'ached to this Fee g 72-0
S I G N A T U R E By: - ~
cLt~ ~~~Gt.1~
(PR1NT NAME)
RETURN YELLOW COPY TO SPOKANE COUNTY ENGINEERS
k\plRagreemen.fee 2/1/95 ,
1026 W Broadway Ave • Spokane, WA 99260•0170 •(509) 456-3600 FAX (509) 324-3478 I'DD: (509) 324-3166
►
+V
j'LAT NAME Nn. 414E- RluL12WAl,Je CQTI^ s'i'ATISTICS Dn1~E I
Plat Check Fee I '7 - ~ 5-~(o
Number of Lots
Road Miles (New)
, Total Area I I47.1 ~ !I
MAP ~
North Arrow I ~ Scale
L.egend
; • Procedures Rc Equipment
Basis of Bearings
Plat Location By Title
~ Official Signiture Blocks l
l I I~~'
Surveyors Certificate
' Road Names Road Widths
~ Adjacent Area
Lot & Block Numbers I , Icey~ ~
R/W Dedication designated I I NIA
~ 1 Fooc Scrips I N~ 1k - 1 e.~ ~nJG 1 I~
3 RPS on GLO Corners
~ Tract X I IAf~ ;
Lot Arcas I I ;
I~ Benc}i Mark I I~ I~
Closure Iyk-
e Cl to - 9 b 2JCJ 0 ~ l~~)$DICATION
i Description (To Map) ~ • f~ I_~~ ~ (.a'~ ~S ~ d~.1
i
; Description (To Cert) r) (Jt le
~ Owners
Certificate to Plat
1 Foot Strips
RTD - CPR Statement
: Access Proliibited I IIf) A
R/W Dedication I I ~ ~
~
Drainage L.angtiage
Drainage Covenant # v
I~
' Flood Insurance I IAJIA I
~208 Bonds -$1,000.00 ea ( 208 PLANS APPROVED Private Road Doc. //'s
~ Private Road Wirning I IA~ '
~ Road Plans
; Road Bond Improvement I ~G(j~
~ Road Bond Inspection Signed By Engineer I 3- I y~ y~ U 0
G p2 _
~
k\d1(lplatlist ck9/95 ~
. . - , .
~ I A'
1
-------=-------=___=====t=~~
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03!241I997 99•1..RM
kECETFi # 185571 , . . . ,
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~ _;F'OKaN E ,CODY
P U D•.I",7 G'<F: . •
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FKGPL, _ CO- FLANNItiG
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~
~ FILE N0.: 4086630 0 ~
i 6oc.: (CU{J) C0+?ENANT (140 CHARGE) ;DUCUi1ENT FEE: il.00
-
' i
~ ?01AL NO CHApGE FEE 11.00
~
TOtAL RcGGRDTNG FEE,-----F 11.00
~ • DECLARATION OF COVENANT
/CHRNGE 0.00 ~
i ~
~ r
*0 kECEIPT Grantee(s): Riverwalk Homeowners Association
{ b
~...vd.r.Nrn Y ~i•x~-v..Swunr.nin~~+~l~et'r"^~n.`u,n .w~+.'Nrs~+e^r
Loc Block Plat Qtr/Qcr SW Government Lot 5/6
Section 8 Township 25 Range 45 '
Parccl # 55083.9059
In consideration of the approval by Spokane County of P1414E, RIVERWALK P.U.D., 6TH
ADD[TION (hereinafter referred to as the "Plat"), the undersigned covenants and agrees
that:
1. The subdivider/sponsor will construct the private roads and associated
drainage facilities in conformance with the approved plans on fde in the
• • County Engineer's OfGce. I . • . 41. 1 2. A lot is served by the private road when: (a) the only road frontage for the
lot in the Plat is on the private road; or (b) a lot having frontage on more
' than one road (public or private) conslructs an approach to the private
road.
3. THE RIVERWALK OWNERS ASSOCIATION or its successors in •
interest shall mainlain the private roads and associated drainage facilities in
conformance with the approved plans on file in the County Engineer's
Of6ce.
4. The owner(s) of any lot created by the Plat or alteration thereof and served
by a private road shall be responsible for maintenance of said private road,
including associated drainage facilities, in conformance with approved plans
on file with the County Engineer's Office.
` 1
5. Maintenance rinancing of the private roads and assvciated drainage
facilities sha1T be in a manuer determined by RIVERWALK QWNERS
.45SOCL411ON or their successors in interest.
fi. 5hnvld RIirERWALK QWNERS ASS(]CIATIOIY be terrninated for any
reasons, khe successors in interest shali be Che indi►ndual lot awners, or
their successrars in interest, who are memlers of RIV'ElZWALK QWNERS
ASSOCIATION at khe time vf said terminatiQn.
7. In the event such private road inr.luding associated drainage faGilities is
impraved to Spakane County standards for puhlis streets, and the Cuunty is
willing to accept the dedicatian of suc'h rcrad and drainage facalities, each
lot owner shafl execute any docunnents necessary to accvmiplisls suc'h
dedication.
Owners of lots witfun the Plat who are sen+ed by such road, may sue and
recover datnages and attorneys' fees from any owner Qf ariy lat witkin the
Plat which is also served who refuses to participate in the road and
drainage facilities c,anstructian, financiug, and maintenanw.
9. WARNING: Spv'kane County has nn responsibility to huild, imprtave, or
maintain or atherwise service the private roads and associated drainage ~
facalities cantaincd vl+ithin or providing sarvice to the property described in
this Plat. By accepiing t.his Plat or subsequently by alIowing a btulsiing
permit Co }ie issued for prvperty on a private road, Spokane Gounty
assumes no obligation for saud private road and the owners hereby
acknawiedge that the Cvunty has nv obligation af any kind or nature'
whatsoever to establish, examine, sur►iey, construct, alter, repair, imprn►+e,
maintain, provide drainage or snow remaVal vn a priVate raad or 4ts
assocaated.cirainage facilities.
10. 5pvkane County is hereby granted the right of ingress and egress to alI
' private rvads and/or drainage easement, fnr the purpose af inspeetion and
emeigency tnainieaance oF drainage sv►+ales, and any nther drainage
faciiities, if nat prnperty maintained by the RIVERVVALK OVVIVERS
ASSC]CIATIDN, or their successors in interest. Spokane County does not
accept the respvnsibility ta insgect and mairitain the drainage easements or
drainage swales, nvr does the Gounty accept any liability fvr failure by the
RIVER'WALK OWNERS ASSQCTA'TiQIiT, ar iheir successors in inCerest
to progerly maintain such areas.
11. The praperty. owners r+rikhia this Plat shall be held respansible Fvr keeping
vpen and maintainisg tfie surFace path of natural or ina3x-made drainage
t]vw crVer and across their respecLi►+e properties.
12. The prQperty owner ar his representative shali inform eacb succeeding
purr.haser of a!1 drainage easements on the property and of b.is
responsibility for maintaining surface drainage paths anrl swales wilhin said
es5ernent5.
2
. ,
13. The property owners within this Plat shall maintain all water quality treatment swales ("208" swales") and
drainage ditches situated within this Plat, and any portion of a 208 swale situated in the public right-of-way
adjacent to this Plat, with a permanent ground cover as specified on the cunent approval plans on file with
the County Engineer's Office. The property owners may install approved shrubbery and/or trees which do
not obstruct the flow and percolation of storm drainage water in the 208 swales and drainage ditches, as
indicated by the current approved plaos on file with the County Engineer's Office.
14. Spokane County does not accept the responsibility qf maintaining the drainage course on private (ots within
drainage easements or floodplain areas, nor the responsibility for any dtainage, whatsoever, including but
not limited to inverse condemnation to any properties due to deficient construction and/or maintenance of
drainage courses in drainage easements on private property.
15. If the property owners fail to maintain the drainage facilities in conformance with the approved drainage
plan, a notice of such failure may be given to the property owner. If not correcteci within the period
indicated on said notice, Spokane County has the right to conect the maintenance failure or to have it
corrected at the ezpense of the property owner.
16. Any building that is constructed on a lot in this Plat shall be set at such an elevation so as to provide
positive drainage away from any drainage entry point to the building (including but not limited to a
window well, a window unprotected by a window well, or a doorway). Said positive drainage s6all consist
of a minimum slopa of 3`Po away from the building for a distance of at least 10 feet from the building.
The lots shall be graded so that either a) all runoff is routed away from the building, and conveyed over
the lot to a natural drainage swales or approved drainage facility, or b) drainage intercepted on tha lots is
disposes of on the lot in an approved drainage facility. The approved drainage facility shall be constructed
in accordance with the approved plans on file at the County Engineer's Office. Any revisions to the
approved drainage plans must be approveci by the County Engineer's Office prior to constructioa of said
revisions.
. . , • • • , ~o 17. This covenant and agreement shall ruo with the land and shall be binding upon the owner, their heirs,
successors or assigns, including the obligation to participate in the maintenance of the private road and
drainage facilities as provided herein.
1N TOTNESS ~VHEREOF, the aforesaid owc~ers have hereunto set their hand this ~ 3~y of
~,r~---- ~ 19`]l.
W.T.H. DEVELOPMENT COMPANY LLC
Limiteri Liability Corporation
BY'
Its: i•t.t 9L~,
v
UNITED SECURITY BANK
a Wash' ton Banking Corporation
BY: zo^►^`
1TS: .P
ACKNOWLEDGMENTS
STATE OF WASHINGTON )
ss
County of'+ Gu,_S~ .
On this ~ay of 19U, befor me, the undersigned, a Notar Public in and for the
State of Washington, personally appearecl o me known to be the ~C•L,' c of
W.T.H. Development Company, LLC a Limited Liability Corporation at executed the within and foregog
instrument, and acknowledged the said instrument to be the free and voluntary act aod deed of said company, for
the uses and purposes therein mentioned, and on oath stated that he is authorized to execute the said instrument aad
that the seal affixed (if aoy) is the corporation seal of sAid corporation.
Given under my hand and official seal the day year 1 st@ above written
~~--~_~--1
NOTARY PUBLIC in an~k for th tate of
Wa,shington, residing at
'
My commission expires Lx)-:~~7
STATE OF WASHINGTON )
) ss , I I • . V„ ~ o. COUNTY OF SPOKANE )
. I certify that I know or that I have satisfactory evidence that~QZuaQ is the person who appeared
before me, and said person acknowledged that he si tmstrument on oath stated that he wa uthorized to
execute the instrument and acknowledged it as Ge.C.Q~l of UNITED SECURIT~ BANK, a
Washington Banking Corporation to be the free and voluntary act of such Corporation, for the uses and purposes
statecl in the instrument.
~~111111////
DATED this day of ~7CuG•l` , 19~ ~~~Q%` ~GN A.
•
` J ~ •.p2 ~
L ~ul^2ev t/1-0L(,~7~ N~_T~ y =
NOTARY PUBLIC, in and.for the gL~G , ~ ~ _ •
of Washington residing at S !okane, ~~?~r~ c~°• o~
1~-• C~ ~
< cP, '9j.'•'qY 10
My Commission expires [o r~'i F• .
0ii t i Svk\
. , , • • , „4 . - ~S :
. ~
~ ' .
~
INLAND PACIFIC ENGINEERING COMPANY
707 W. 7th Avenue, Suite 200 Spokane, WA 99204 (509)458-6840 Fax: (509)458-6844
l ~ ~ ~
TO: ~ Po a.✓e ~ a - 1-
DATE: Mme• 199 7
I.P.E. PROJECT
ATTENTION:< Ltic v~-~BC~ ~ PRO CT NAME:
/~~.e Lla ~h
Description
~ Xerox Prints Ej Copy of Letter 0
~ Original Drawing ~ Contract Documents ~
0 Work Authorization ~ Report ~
No. Copies Description
PL1I'pOSe
~ Information ~ Review & Comments ~ Per Your Request
~ Written Approval ~ Signature & Return 0
Remarks
,
L
Signed:
cc:
D\TRNSMTPMS
~ -
` • . ` , ~ , ~:r:
~
, TRANSNATION TITLE TNSURANCE COMPANY
NORTH 720 ARGONNE ~
SPOKANE, WASHINGTON 99212 ~0 ~99
Prepared for:
~
MIKE HUME Order No.: CD201721
C/O TOMLINSON NORTH REALTY N. 8205 DIVISION -
cc: Inland Pacific/B.J. _
FIFTH REPORT
P L A T C E R T I F I C A T E
Certificate for filing Plat of:
RIVERWALK SIXTH - JOB N0. 96083
In the matter of the subdivision to be submitted to Spokane County for
approval, this company has examined the records of Spokane County Auditor's
and Clerk's offices, and the records of the Clerk of the United States
District Court holding terms in said county. This certificate is made for
the purpose herein specified, and is not to be used as a basis for closing
any transaction. Liability is limited to the amount, if any, paid for this
certificate. From such examination, the company hereby certifies the title
to the following described land, in said Spokane County, to-wit:
See "LEGAL DESCRIPTION:"
Page 1 o f 4
Y
. ' Order No.CD201721
LEGAL DESCRIPTION
That portian of the South half of Che Southwest quarter and Government Lots
5 and 6 of Section 8, Township 25 North, Range 45 East, W.M., more
particularly described as follows:
BEGINNING at the Southeast corner of Lot 8, Block 2 of RIVERWAI,K SECOND
ADDITION, as per plat thereof recorded in Volume 23 of Plats, pages 94 and
95; thence North 00012100" West, a distance of 119.41 feet (Rec. 119.34
feet); thence North 02041103" East, a distance of 60.08 feet; thence No-rth
00012100" West, a distance of 119.94 feet (Rec. 120.00 feet); thence North
89048100" East, a distance of 144.50 feet; thence North 89148'04" East, a
distance of 443.62 feet; thence South 01031146" East, a distanc2 of 89.27
feet to the beginning of a curve concave--to the Northwest having a radius of
30.00 feet; thence Southwesterly along said curve through a central angle of
91019150" an arc distance of 47.82 feet; thence North 89048'04" East, a
distance of 185.75 feet to the East line of said Southwest quarter; thence
South 01031'46" East, along said East line, a distance of 179.44 fzet to the
South line of Government Lot 6; thence South 89048'04" West, G'_ong said
South line a distance of 648.38 feet; thence South 89047'31" West, a
distance of 104.75 feet to the True Point of Beginning;
Situate in the County of Spokane, State of Washington.
VESTED IN:
WTH DEVELOPMENT, L.L.C., a Limited Liability Corporation.
EXCEPTIONS:
l. Taxes and assessments, if any, no search having been made thereof, as
to Parcel No. 55083.9059.
Parcel numbers are provided from the latest Assessor's Maps available
to the company. Said parcel numbers are not a matter of the public
record therefor, the company makes no assurance as to va'_idity or
accuracy relating thereto.
2. Liability to future assessments by Consolidated Irrigation District No.
19.
3. Declaration of Covenant and Easement imposed by instrument recorded on
May 15, 1995, under Recording No. 9505150112.
4-,----VOLUNTARY MITIGATION AGREEMENT AND THE TERMS AND CONDITIONS THEREOF:
RECORDED: July 24, 1995
RECORDING NO.: 9507240089
5. SEWER ACCESS AND CAFACITY AGREEMENT AND THE TERMS AND CONDITIONS
THEREOF:
RECORDED: June 6, 1996
RECORDING NO.: 4001520
Page 2 of 4
• Order No.CD201721
6. EASEMENT AND THE TERMS AND CONDITIONS THEREOF:
GR.ANTEE: Emmett W. Colyar and Hazel M. Colyar,
husband and wife and William Dean Colyar
and Arlene E. Colyar, husband and wife
PURPOSE: Construction, 'installation, repair and
maintenance of a sanitary sewer line
. AREA AFFECTED: Proposed Rogue River Lane
RECORDED: June 6, 1996
RECORDING NO.: 4001520
7. Covenants, conditions and restrictions imposed by instrument recorded on
July 24, 1996, under Recording No. 4018241, including but not limited to
rights or benefits which may be disclosed affecting land outside the
boundary described in Schedule A.
8. NOTIFICATION OF COVENANT AND CONDITIONS AND THE TERMS AND CONDITIONS
THEREOF:
RECORDED: December 2, 1996
RECORDING NO.: 4058317
9. Covenants, conditions and restrictions imposed by instrument recorded on
July 25, 1995, under Recording No. 9507250312 and Supplementary
Declaration recorded on December 13,-1996 under Recording No. 4061685,
including, but not limited to, liability for assessments levied by the
community association,. and rights or benefits which may be disclosed
affecting land outside the boundary described in Schedule A.
10. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF:
GRANTOR: WTH Development, L.L.C., a Washington
Limited Liability Company
TRUSTEE: Transnation Title Company
BENEFICIARY: Unitid See ritv Bank
ORIGINAL AMOLTNT: $205,923.90
DATED: June 5, 1996
RECORDED: June 13, 1996
RECORDING NO.: 4004350
Investigation should be made to determine the present balance owed by
contacting the appropriate lender/agency/individual.
THE DEED OF TRUST WAS MODIFIED BY INSTRUMENT:
RECORDED: October 8, 1996
RECORDING NO.: 4043424
PROVIDING FOR: Increase of principal to $205,681.52
Page 3 of 4
}
Order No.CD201721
11. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF:
GRANTOR: WTH Development, L.L.C., a washington
Limited Liability Company
TRUSTEE: Transnation Tible Insurance Company
BENEFICIARY: United Security Bank-
ORIGINAL AMOUNT: - $136,000.00 -
DATED: October 8, 1996
RECORDED: October 11, 1996
RECORDING NO.: 4044670
Investigation should be made to determine the present balance owed by
contacting the appropriate lender/agency/individual.
12. DEED OF TRUST AND THE TERMS AND CONDITIONS THEREOF:
GRANTOR: WTH Development, L.L.C., a Washington
Limited Liability Company
TRUSTEE: Transnation Title Insurance Company
BENEFICIARY: United Security Bank
ORIGINAL AMOUNT: , • DATED: October 7, 1996
RECORDED: October 11, 1996
RECORDING NO.: 4044671 -
Investigation should be made to determine the present balance owed by
contacting the appropriate lender/agency/individual.
END OF EXCEPTIONS
Dated: March 4, 1997 at 8:00 A.M.
TR.ANSNATION TITLE KURANCE COMPANY
B Y
For st-jt~vice on this order ~Call:
(509) 922-2222 (FAX) 926-L519
Connie Dodge, Title Officer
sc/pds
Page 4 of 4
~
i~ .
'I
4058117
j Pige: ~ aI i
I ~ _ 12I~211995 11::
~~aGE I o~ ~ i lWSANJ ronlS fII1 SI1.0~ Sx1ve Cn. A
ExNigtT' . ~I il, (r 4,-
AUgust 20, 1996
hugust 7, 1976 .
LEChL DEeCIIIPTZON LEC1L DEOCRZPTIOH
POR
FOR ' rtZVERAALE POURT![ r00ISIOH RZVERRALE YZPTIIIaDDITION
. I
That portion of Covcrnment Lots S and 6, of Sr.ction 8, T.25 ti., , prnCEL "n" R.45 E., 1t.M., County of Spokane, State of 4lashinqton, more , That portion of Government Lots 5 and 6, of Section B, T.25 N.,
particularly deseribed as follovs: A.45 E., N.M., County o( Spokane, State o[ Hashington, more
Deginninq it the most nertheaatecly eocner of Lot 1, Mock 4 I particularly described es Collovs:
oC RIVF:Rr+nLY, .".F.COttO ADDITIOtt accorJlnq to the rlat recocdeJ ~ Deginning at the most northeasterly eorner o[ Lot 6, Dlock
in Uook 27 of f'lats, Paqes 94 and 95; thence 11.09•40100"F.. a 2, of RIVERWALK TIIIRD AD0ITI0t1 accordinq to the plat
distance of 144.50 [oet; thence I1.00112100"t1. a distance of reeorded under Oook 27 of Plats, Page 96; thence along thn
110.06 [eet(Rec. 110.00 [eet)' theneo 11.04•02155"=. (Rec. northerly boundary of said RIVERHAL}; T11II1D ADDITIOH Clia
t+.04•02'52"c_.) a dlstance of 75.10 Cece; thence follovinq [hree caurses: N.00•12100"H, a cllstnnce of 109.94 [eet (Rec. 110.00 Ceet); .
[hence II.09'40'00"£. a distance oC 30.01 teet; thence 1.) S.00•55119"N, a distance o[ 100.OC teet;
11.01•]1'31"u, a dfstanca of 340.09 [eet; thence Z,) S.05'03'011-H, a dictance o[ 35.09 teet;
N.2317012711W, a distanco of 21.G, feet; tlicnce 11.5G•21'331'F.. 7,) 5.00•55119"N, a dloiance of 110.00 [ent; tlicnce
a distance of 70.00 feet; thence 11.37•78127"N. a dlstnnce of 11,09•04141"H, a disGance of 100.t19 Ceet to the beqinning of
145.00 fee[; thence S.56121 ]]"w. a diatance of 77.40 Lcet; ~ a non-tanqenC curvo coneeve to the eouth having a radius of
thence 14.73•70127"N. a distance of 265.20 Ccet to tlie ~ 267.50 Eeet ([rom which o radial llne bear6 5.20047158"P.) •
southorly line of 1'arcel "A", os described !n a StaCUtory thence eacterly alonq said curve throuqh a central angle of
Narranty Oeed cecorded vndet Auditor'c Oocument 1IO. 07•34,40^ an are distance of 35.78 teet; thencn
. 9405120394; Chence S.6)•1]123"N. alonq the soutlicrly 11ne of N.09104'41"N, a distance o[ 100.21 CeeG; Chence
said Parccl "A" (Rec. S.63•491N.) a distonce of 550.69 Ceet; 5.70•2]1]4"H. a dietnnce of a2.49 leet; thnnce S.G5•09155114t.
thence 5.02137112"E. a distance of 110.22 [ect; thence a dlstance of 262.49 Leet; thence N.12•19'll"Si, a dlstance
5.06•47128"E. a distance of 110.00 (cet; thence o[ GG.34 feet; thence 5.77•40149"H, a dSstance o[ 10.00
11.33•1G'47"E. a distancc of 10.0o fect' thencc S.2012717711B. fcet; Chance ti.12•19'll',St. a dietance of 145.00 Cnnt; thonce
a distance of 76.03 teet; `_henCC 5.09•04141"£. a diatance of 1+.77•e0'49"£. a distance oC 40.57 tcet; thence It.12•19'11^N.
~ 477.09 Ccet (Rec. 5.09'04156"L'., 437.99 Lcet); tlicncc ~ a distance of 117.04 tcet; Clicricc N.04•10144"E, a distance
S.10•00'o2"H. a dietancc of 4G.11 fcet to thc nortlierly of 22.15 fect; tlicncc tt.12•19'il"N. a diatance of 110.59
bovndary of said RIVEnHnLK SL•CONU ADDITION; tlience ilonq I (eet to the southerly line of Carcel "n", as described in a
saiA northerly boundary the follouinq four (4) cour.es: , Statutocy Harranty Deed recorddd under Auditor's DoeumenC
1.) 5.71°51150"E. a distance of 75.52 feet; tto. 9405120374; thence alonq the soutnerly line of said
2.) N.81•17'52"E. a distance of 141.92 feet; Parcel "A" I1.e0•41177"£. (Record S.81•161N.) a distanCC of
N.09•40'04"E. a distancc of 160.00 feet; ' 517.09 1ect; thencc 5.0213711210E. a distance of 110.22 teet;
4.) N.89•50'54"£. a distanee of 76.76 feet to the f'oint of thence 5.06•4312811£. a d,istance of 110.00 feat; thence
Deqinning • ti.93•16'47"E. a distancc of 10:00 teet; thence 5.20•27137"E.
a dlstance of ]G.O1 LeeG; thence 5.09•04141^E. a distance o!
, Containinq 12.90 Acres, more or les~ 320.06 teet (Rec. S.09•04156"E') to the Point of Deqinninq;
( 4058917 ` Contalning 5.76 Acres, more or less
I I A:e: 1 d 1 I-
Illtll44?5 11:7L1
• P1FAAt'J tDtES Wl $14.00 ~blint io. A , .
• ~ . ' ~ . . ~ ~ ~ 4058317 -
• • Recorde<I %t Requcnt of and ~ist' 1811
ntecr Reeording Return to: ' . 91,M10% »:rA
. ftWtio ic~6t (nl S11.115 Seduv 4. II
. . Mr. nike Millcr
PactEic Propcrties, Inc.
14410 Del-Red Road, Suite 200
• . , llellevue, HA 98007
NOTIFIGTION OF COVENNtfS AND COHDITIONS
?ItIS NOTIr1GTT9t1 OF COVENAFI?S NtD CONDITSONS ia prepared and
• recorded no as co provide recocd notice to all persons or enti[Ses
wich Tn interesc in the real property legally deaeribed in F~chibit
, i A (the •Proparcy•) that the cerma, eovenanc9 and eonditionn aec
. [orcli in tlic lectr,r dated Scptember 27, 1996 from the Nashington
~ State Oeparcment of Tranaportation to Parkland Hon,es, Inc., vltieh
in nccaelie<1 hereco aa 6xhibit 8, mny apply co Che Pzopezty. Such
tectrz, covenants anJ eonditions inelude, vithout limitation,
~rcimburncment obllcjattono Crom the o++nera or developers of the
' Property to Parklancl llomes, Inc.
{
DATTD as o[ the 11 C,i)l day of November, 1996.
PnRKt,AND ItONCS, INC., a
, 1raohing an 4orporation
Dy.
:
Xuroiye Reece
ltn: Prceident
STATG OF ;tn r u-,f) 1
1 sn.
courm or• 1 r,~ ~
on tilin Jtl day o! 0"11"J11192/_0 before me
. pqraon;.-tlly appearcd eleft. r•_ k rYPF the
Y~j~4- of PARKLTWf7 tICk1ES, INC. , the corporntir.r
tl+ac execuu:il L hv wiUln and [oregoing inatzvmenC, end
-icknnvlrikjcJ nalcl lnsenment Co be the tree and vc!uncnry aet end
dr-l rrf naid rnil"rarton, for tho uocs orul purpones thcreln
• nwntinsiorl, ..nd un oach ffcatL-cl tlwt he vre authorared to expcu[e
ijaicl 1nictrurm.-nt miJ thoc the ncel eftixed Ss the corpocace aeal o(
. u:ud corlx)ration.
in tiirncris ltbcreo( i Iaave lieceunco oec my hand and afElxed by
. oLEicial aeal tlic day and year tirst above wrieten.
`,~(.J(YZ1l~l. I--.a~ r 7,11kCXj
R,OFl'', ~ t ~rtl'urtl
;A~,: `•='`q,.=: ! ~=y• ~11ia~t . f .1~~1~
1Mr~~;' _ (1'rt~,C Namr)
10
_•Vr$- Nocary 1`ublic in and Eor eho State of
PvoLIG : /f% reaiciing Ac r'- . "f .v
g,y4-00 :V^ My ConmlJSiot1 Expiree; ~
i ~
~•0~
F W A
' ~'~~r~~n
. ~
~ " 11/6l96 '
. ' . •
' ' - ~'X 1-{ 11,3 rT~ f~'J F ~ o~ ' • , ~ ' ~ ~ ~
• ~ sePte„bnz3. 1996 CX,rt 181r 3 t~~c,E 2~F 2
Washington State
~ Dcpartment ol Transportation
~~,Y~A~~~)•~~ ~ ~
Sld Nen11e0
SW°"ry a1":'~A""On tsam324 moo Your s gnature in Ihe Gndorsemmt seetion oCthis letter Jocuments your neceptanee including
successori and assignees to this agretmen4 71ie Derortment rcquests thnt you aelcnowledge
tliis agreement by eompleting the L•ndorsement below cnd returning tltis originaf lettet a4ong
~ wilh the suret Lond w this olTice, if
y you have any questions or require funher infortnation,
please Cal frce to contact me in our Planning Otliee at 324-6199.
s~~(rn„t,« v, 1996 - •
Mr. Doug Aircfi Sineuely,
Parkland Tlomcs lnc.
14410 Dcll-Red Road
Dellcwe, \VA 98007 M ROIiNVL•R
, Re:]tivenvalk [.etter oCComnuunent nnins ttegionai risnNns r•ssin«<
Dr.ir Mr. Dirch: I
This commitment is made between tlie \Vasfungton Siate Dcpartment oCSr3nsport3tion 1 f•.Nll01tSEhiEM' 1'arkland Jiomes lne, (Mumy-Fnnklyn Corporation)
(WSDO'I) snJ the Puklmd f(omes 1nc (Mumy-FrnnkJyn Corp) heceafter referted to as the ~
developu(s), iis successors and assignees to er~.ure a tro(lie sigrul system zhall be inztalled by Finn: Parkland Ilomes Inc. (Mvrrav-franV.lY~patr.
~ ~
the dcvclol+er{s} ~vhcn dccmccl necessary by \Y5D0'f nt Ihe Darker Road and 1-90 L•aslbounJ ~ j~j
, on~oR ramp tertnini. lliis agreement requires a Surely Dond be signed by an npproved surety ~ . D'r //`~G~
eompany t},u is rer,istered .viih the Wuhington Sute Insursnce Commissioner, and appears on , p •
the nirrcnt huthorized ]nsurance list in the State oC\Vaslungton published by Ihe OQicc of Ihe PeJeral Ttc Number,
Inninnce Commiszioner in Ihe amount of SIOS,70U.00 secured for dic alwve sirrtal ~
improvement uuiil Ihc improvanent is eompletcd. Ip
e ENDOitSEhfENT (Spolwne Covnty L•ngineen)'
As a result or tlie Jcveloper Cunding tlie 100% piytnenl of l(us trzfCic siEnal and relateci
~ luipmcnt all panics aErce io dte follo~vins canditions: pate:~! 7/~/
n I , Q
1, WSDOT and Spokarte County shall arocl: .Ath (lic sponsorslowncrs oCupcoming Phases or i T YR
~ T)
Rivcnvalk to rcimburze Ihc abovc Jeveloper in o pro-rntt amounl be(ore ndditionnl final ENDO EDIEN
platz are rccorJeJ. Plusu 4 dw 7(totaling 171 lots) oCthe Ilivcnvalk Jcvdopmcnt shall . , /
add up lo l00Y. and thc pro-rsta share slull lre cnlenlztcd on ndi Phase': impaet to tliis , ~7~ D~la:~~/~J
100%. This tcimbursc+neni shnll be to the above developcrNvith wriuen notifiention lo ~
1VSD0'f and Spokanc County oCl6e trawuion prior to fnalization oCany additionol plms.
.\3'1' OVF.D AS TO PORT1 !
2. 71ie devcloper zhnll enter into a developers agreement Avith NYSDOT and upon txeNtion or tluz Icttcr or eonvnitment, post the nadcd surety bond for the nbove siEnal anJ relatcd , DOic~~///~-~~ 2G/ UY: /0/°vl I~
im~rovemcnti. J v ~ Assistant Attomey General
7. Ttus commitment slull be valid for 7 years Crom the dale it u zigned below by 1YSD07 or ~ mpigC
• when a1l of the aUove phases (4 Ihru 7) arc finalized, Avluchevv ocars first. Mer thit ~ ec: Lovis Websta, Spokane County Tlartning .
period this agreement shall be eensidered completed in ill cespeets ending reimbursement dy ~ Pat liuper, Spokane County L•ngineers
' olhert. Todd Whipple, Inlsnd Pacifie L•ngineering 1
'I
• . 1111~11111~1181~01~Ii~111111i1m11~111~1111 4058317 ~ ' -
• • , ~ ,
i
C x~-l (8~ i 4-
'
PTRCEL "D" ' _
I Doeember 11, 1995
Thac portion of thc Sauth ItalC of tlic Southvcat Quertcr and I
Covcrnrocnt Lot 5, of Sectlon 0, T.25 N., R.4S F.., W.lt., County of
~ :,pokone, State of Nashington, motc rarticular]y elesecibetl as I LECaL DEDCRZ^TZOH
follows:
~ FOR
Deginninq a't the southvesterly corner o[ Lot L Dlock 1 of ; AIVY.IINALX DIXTII T.DDITION
RIV£RNA[,X TIIIRO AODITIOl1 accordinq to thc plat recorded •
undcr pook 23 of Plats, Page 76; thenCe N.29•59143"N, a
distancc of 15).0] fcet; thencc )1.60100117"E. a diatanec o[ That portion of the South }talt of tltn Southvest Quarter and
25.24 feet; thence 17.29•59'43"14. a distance of 110.00 feet; Covernnent Lot 6, of Section 8, T.25 N., R.45 E., H.H., County of
thence II.60100'17"E. a distance of 194.98 Ceet; thenCe Spokane, State of Washinqton, wore partieulrrly described as
N.04•05'24"E. a distance of 35.04 Ceet; Chence 5.65109155"W. tollovs: I
a distance o( 420.59 (cet; thence S.49•56127"1:, a distance Deqinninq at the Southaast corner of Lot 4 Olock 2 of
oC 71'11 ['ect (Rec. 5.49•55'47"E., 71.10 Ceet); thence ItIVE(iwnLK SECOND ADDITIOt7 rccording to the plat recorded
S.29•,9•50"_. a distancc of 110.00 (cet; thenee under pooY. 23 of Plats, Pages 94 and 95; thenca
5.74•43'75"N. a distance oC 49.27 teet (Rec. 5.74•4]'C]^c t~.00•12100"W, a distanca oC 111).41 feet (Jtoc. 119.34 leet);
49.26 [e=t); thence S.29•59150"F.. a distancc of 118.04 fcet
(Rec. 118.00 feet) to thn north linc of Tzact "II" of thencc rl.o:•nl'o7^E. a distance of 60.08 Lect; tRence
RIVCANAI.K FIRST ADDITI01t accocding to the plat recorded N.00•12'00"H, a distance of 119.94 teet (Rec. 120.00 teet);
under pook 23 of Plats, Pages 37 throuqh 40• thence thence N.09140100"E. a distance of 144.50 teet; thence
N.G0100102"E, alonq said nortli line a distanec o( OG.00 Ceet • N.89•48'04"E, a distance of 447.62 teet; thence
to thn nost northeastecly eorner of said Tract "ii"; tlience S.O1•~1'AG"E. a distance o( 09.27 Leet to t~e beginninq of a
con[inuinq it,GO•00'02"C. a distaiice o( 37.99 (eet to the curve concave to the northvest having a rndivs o[ ]0.00
Point of Ileginning teet; thence eouthvestorly nlong said cvrvo throvgh a
ecntral englc o: 91•19150" nn arc cllstrnco o[ 47.02 [oot;
Containing 1.]) Acre~, pore or lesa tlience 11.09•48104"E. e dlstancn o[ 185.75 feet to the east
ltne o[ sald Southvest Quncter; tlience S.01171146"£. along
said eTSt line e distancc of 179.44 teet to the soueh line
oC Covernmant Lot 6; thence S.09•48104"N. elonq said south
4058317 line a distance o[ 648.30 feec; thence 5.89147131"N, a
1131: l0(1 distance of 104.75 feet to the'Polnt of Deglnning;
I2i:2114fi II0
~ r,wi"a N~s m: u.ro sanot co. u
Containfnq 4,71 Acres, ootc or less
I - 4058317
I I liae: S a( 1
~ 1110211996 11:2L1
. FetW.cD ft36S NY 111.OD Sooi+rie Co. A
✓7t1/ ~ . . - s Lr j . .i . .
. . ~ .
. , _ . ~ •
~
, ; D.nPe?sL9.earn
IlZrJd .1 ihe Reyueu of,
Allrr ll wnlmg, N ium to• 2. 71iis supplemcntary Declaraiion shall constitute an amendment oC and supplemcnt
to du Declarstion in all rcspects aeccssary 1o subjcct the real proreny described on the
tvTil DGVEtor►.tGrrr', L.L.C. ~ auached Supplemcniary Cxhibit 'C to the Oeclaration. All rsferences in Ihe
rh+Atika Ilume DeClnnlion to real Propert dcuribed on Gxhibit 'C' to Iho Declaralion shall be
7umlinum 1112ck 4061685 ~ y
5 122 Nortb MvisG- St. ~ Pist, I af 6 ~ deemcd to indude tliat rral protxrly descrihed on Ihe inacheJ Supplementary Gxhibit
$p.lenc. \Vx>hmglun 79:07 ~ 12~131lrA 11':u
11Y KKIM1[YI fM f11 M Nniuu fA Yl ~
n. . . Q. n. . n. a•. n. . . . . . . na. @-. n'. . . . . . 1, TlulermsuudinUiisSuprlcmentary Dcclantionshallhavethesamemcaningas
enccluL4.uuess
SUI'1'.ri~ti;TVTA1tY Di'sCI,ARATION Or COV~NAM:S, CUIYDI'1'IU~lS, u~ fonh in lhc Declarntion, unlass the con~eat requires odunvise.
1LIiS'1'RIC'1'IONS, AfYD RASCMiN1'S I'OR RlV]'sItWALIC 4, (ixcept as specifically amended or malifieJ licrein, all olher lerms and provisions
of 11ie lleclaralion remain in full force and effttt, ~
THIS SUPPLGMGNTARY DfCIARATION IS 'made Ihis ~ Jay of Dccanbcr, Dcclannl•
1996 by 1~f'H De~•elopment, I.LC, n 1Vathington Limited Liability Corporalion '
('Dcclenni'). • ~ WT'If DEVCLOPMPGNT, L.L.C.
\V~Jdnpun Limi+cJ 164i1iy Coryul+ium
itr•.cn•n rs
A. Declannl ii lhe devcloper of terlain real propxrty in Spolcane Cuunty,, by d ~l6LvuX~/l0nn
Wasliington, commonly known as 'River Walk' that is being Jeveloped for single Rob ri FI.'I'omlin%on
fnnuly residential rumox s. Such rcal rrorcrtr is suUi'eci to a Ueclanlion of
a tiac: l~.,-~
Covenams, Condilions, nnd Rcslriclions for River Walk as recorJed on July 25, 1995
i
unJcr tipolanc Counly Audilors number 9507250312 as moclificd by n Supplcmeninry d
, Ucclaniions as reeordcd on April 12, 1996 under Spokane County nuditors number " lf~~~J
9G042067, Volurne I844, page 1912 ('Declirrtion'). i
Mikc Wumc
R. Scciion 9.1 0( ihe Ucclaralion providcs ilial, from lime to !ime, tlio Declnnnt
may unil:itcnlly subjcct additional propcrty io lhe provisions of die Declanlion by
recording n Supplemenlary Declantion descrihing Ihe property to be subjeet to lhe ~j bY
1)eclantioa. Dcclannt now dcsires to subjeCt additionat propxrty to the Declaralion. Dryan 1V, er •
•i
SUPI'Li;MGNTARY DCCLARAT[On' rOR RIVGIZ 1~',ILK ~ iillc~ ~~~~~t~~
i
1. ncclnrsnl hcrcby Jeclares diat Ihe propxny, Icgally Jeserilxd on Uhe
Supplcmcnlary I:chibit 'C' aUacluJ hcrato ('Sixlh AdJilion' Lots) will be hAd, sold, ~
and cnm•eycd subject to, and burdencd by, all of the eovenanls, condilions,
restrictions, caxments, terms and provisions oC Ilie Declaralion. nll provisioni'of ~
, such I)cclaration shnll bc binding upon all partics having or acquiring any righl, tille, i~ 4061685
. or imcrest in ihc Sixlh Addition l.ots or any parl thercof and shnll inure to Uie btnefit hge: t ol 6
` o( ihe Owncrc Ihcreof and to Ihc bcnefil of Ihe Association, anJ are intended lo be and l' I211711936 II:}Q
• nu Hunnurm mv u~ m cM1,. r. u
shill in aII resprcts bc rcgnrdcd as covcnanls mmiiing wi(h Ihc Iind. • •
! 1 • . ~
. , • ' , ~ • ~ ' ` , '
. •
I ~ 40G1605
1 P,gc 1 0l 6
121011996
nx orvr~av~~r mv n.m Sco1~~e te. u
rar~ 2•n• ~~r n rua rare? of 4rasa
Slule uf 1Vashmgum )
) r~.
Cnunry nf Srr+kme )
Ueclaranl: o
On tlhis Jar ~+ermnally ■p~+caraJ Dcfure me RoDen !1. Tumlinwn, W me kno~m tu I+c Ut. L:ld!liCcL uf
IVf H Dcvvlopmmi, LLC, ■ Washmgtun Limila! Liahihry Curinintion lhal CAOI'YtdI dhe furclnint
StanlomSpoknnc Limited Yarmersliip, inrtrumcN, and &rknowlcJpcJ surh inxtn+mrnl W be ihe free and valuntary sci uul J«J uf such IimiicJ
~ qW.,hinVwm L6nn J 14m-hip LuFdny curpuniiun. (ur ihe vua anJ puq,,ncv Aercm uronliuncJ. and im wih vAlal tA.l Iw w~s July
pUlllullLCtl IU t►tt'Vle ]I1ttI1 insttumrnl.
Oy Slanlon DevclOptncn1 COmpiny . O;ven unJur my hnnJ and ofl"ni,l m.l ihia ~/:i J~y uf UccentAct. 1996.
A W..hinrlan Caqamle~e, il. Crnenl P~nntr
b ` I'nnteal Nome ~i,.r~ /11 !2 i~
ni.»
Y~ •1 ~ NisurY Publie in and lut Usa Svle u/
N:une: ( ~ v. .
~ Tille: W..hm;ioe. msiJing .t R
My mnmittiem etpircs
f
[iy Dean T1uilJing Corponlion ~ su,m~r Woxttinrcw, ) .
A lVuhingiun Cunvminn. a. Qawn1 Anncr ) n. '
2^ E Ctwnly uf Spx,kux
by: n
Name: ' ' On Uii, d,r rersonollr +rnvurcJ hefime me Mike Flvme. ui me known u+ l+e the of 1Y1'I1,
TIIlC' DevelupmeN, LLC, a Washinptvn IsmiteJ VmAilitJr Cnrpingion that easutal the (suepuinp infWmmt,
' ■nJ ntmiwteJrcJ nxh imtnunmt lu be Aa frce anJ wlunlary oel mJ JeeJ of nch limital lubiGry
currunlein, fur the ure~ mJ rruRvseii Ihcrrin mrntwmcJ, uW m u.th st.tcJ thai he wu duy muUtortccJ
tn ciccute nnh insirumrnt.
CivLn unJcr my hanJ and oflicid scd dhia.!)//, Jar uf t?.~cember. 1996. /J
XJTC.~.~~:.,~...✓
. L)-.r.// 2~1
i i
iPrin~eJ N~mo~Ire.lrY-A•1 li~~~./~iL~•i~
Noary Public in and fur Ihe Suto uf
~ \Vashinrtun. iesiding at ~ f+(iklf.fle
~ j Mytummissinn cxpires
t Slnlr uf 1V-langenn )
~ ) sy. ~
' C.+unry of SMik.ne ) •
On this Jnr pennnaltr ~M+csmd bcforc ma Oryan Wdker, lo ma known to I+a Ihcawnr
Devdnlnnrnl. LLC, a\Y.shiapwn LimiteJ LiaEBiry Coqvnlion Ilul etauteJ Na furcpomg wwmcni,
■nJ ocknuwlrJLcvl yueh inrlrumrnl in be Um free oinJ vuluetary ul and Jeal of ruth lintilul tuqwnd,,n,
~ fur the usey and puqwses therein nxniiuneJ, and uo eath styteJ Uut Ae wu July ■udiuritw W eaecute
such inxtrnmrN.
. I
- 4061685 Civen unJcr mr Fand and nfT'Kial reil this Sf, dq o! Decemlxr,) 6.
Piye: 7 0l 6
~r~r~, ~
nx oEV~~mats~ mr su.m sooluu to. n ~ ✓Printul NunerJ&. • n r.
. ~ NoLry Pulilic in and (ur Um Smte af
. Washington rcriJinQ aC :~.Y,kRat.G
~ My eommiasiue upires
. ' ~ .
. , ~ r . ' .
- , .
, ~ .
~
(
i
~
mtr_l.iL4laec~
p,re , .A. „f 4 „qrts Sl1PPLEAI6M'ARY RXIIIBIT "c•
Io thnt eenyin Supplanenlary Ikcl.irriion of Corenunls.
~ Cnndiliort<, RMridiuna, und F:asarimis for Rirer ►1'ulk
Slate of \Vn.htnglon )
) r,. I (ItiTcr IValk 6ih AdJ;liun)
Gnmty of ~r(1gkt,i~C~ ) , Lf:CAL DBSCNII'TION:
On ihir Jay rrrx+matly opprnreJ I+eGire me P. r, n . k+ me known to he tha 'PItA71`ORTION UF TIIG SOUTII IIALF Of TIIG SOU1'IIwGSf QUARTGR AND CO\'f:1INAIGNT
~R.~',V✓~14- od Ilnurlcy DeveL+pmem Coqw,nimn. o Gcnenl Partner of Slminn Uevelnpmcnl I i
Cnmpnny, apenrnl partnenlup, tha Gcnenl P,rtnrr uf Stunwn•Sryikane LimiteJ partnenhip, ■ LOl'S S ANU 6 Of SGCTION S. TO\VNSIIIP 2S NORI'H, 1L~NCG 43 GSf, W.;.L, MOkI.
W.>hmet.n. hmiicJ pannrr•hip thai sxaeuleJ Uie fareguinp inelrtunent, .nJ aeknowlalgoJ saeh fmnvmeN ~ PAIC1'ICULAItLY UGSCRIOGD AS fOLLOWS:
tu fv the Irce anJ vuluntary ort aeJ JerJ of sueh IimiteJ pnrmrnhip, fur the utts uiJ purTvscJ therein ~
meniouned, ■nJ un u■th suaicJ dut he wov July smhur'vul tu eaocuta sueh inxtrumrnl. ~ fIfCINNINC AT T11G MOST' NORT}IGVtLY CORNGIi O~ TINCI' 'H' OF RIVGRWALK FIRST'
. ADDITION AS PER PLAT T116RGOF RGCOROGD IN VOLUME 27 OF I'UTS, YnCC•S 37
TIIROUCII 40; TFIENC[ SOUI'11 27u59'SE• GS(' ALONO TIIG EASTERLY DOUNDARY OF
Cirrn vnJ~~J+ry KF►UN~(b'~ul ~c.l thi. [ff~, Jjy od Decem 1996 ~ SAIU ItIVGRWALK FIRST AODIIlON, A DISTANCG 0f' 139.08 FE6T; IlIGNCG NOR,ll
E04.+BQ ~ ~ ~ 60,W'l12' GST. A DISTANCE OF 267.96 FEGI'; 1'NGNCG SOIIfH 49o59'58' Ii.1SI', A
1 AR DISTANCE UP 27.01 f GGl' (RCC. 27.00 FCL•~; Tlll'NCE NORTII 6&r00'36' FAST; A DISTANCf
O Y / Prmtcd Nunr
Nw.ry PuAlie in .nJ lor d~e Yl~c uf Of 41.97 fCf:T: THCNCfi NORTH 75..10'38' GSl', A DISTANCE OF 67.00 f EE7' (RIeC. 4)JO
" pUgLlG o• 2~ ~v.sAmpton, resWine •r ~o'v'1k'~ ~ r•r.r: n;'I'IIf.NCG NOR711 89,d8'00' L•AST. A OISTANCF. 371.53 FGFT TO TIIG TRUIi I'OIM UF
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t)ISfANC(S OF 119.41 FGf:I' (REC. 119.34 r•crn; TIIGNCC• NORTII OZoll'O)' IiAST, A
1 ~ ~W;,~~UISTANCIi Of' 60.08 FGfT; TIIL•NCE NORTII 00+12'00' \V[ST, A DISTANCE OF 119.94 fL•L•'T,
(kEC. 12000 fGIi: T}ICNCG NORTtI 89o48'W' fAST, A DISTANCE OF 144.50 FF.Gr;
S151C f1r W11YIllf1gI,,fl ) ~ TIIf.NCC NORTII 89o-18'04' EASt', A DISrNACR UF 447.62 FCf'f: TIIGNCE SOUTII Olu31'46'
) is 12ASf. A DISMNCG 01' 89.27 1'GL•7 TO TIIG Uf.CINNINC OF A CURVG CONGVR TO TIIG
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CUItVl3 TIIItOUCII A CGN'fRAI. ANGIL' OF 9101730' AN ARC DISTANCE OF 47 8: FI:I'I';
n • 1'l IGNC1i NOR rII 89n48'04' fiAST, A DISTANCE UF 185.75 FGCT TO TIIE r.AYT LINIi OF S.\IU
Ui Ihir tLiy lt•r4mollr .p1unrtil lwfnre nx aCC1e[1fTR-4 /[~(n Inme knthvn ho I.c tl~a
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Sionttm b.•vrLipmcm Ctvmpany, u prnrf■1 p■rtnenhip, tlie Crnarvl Ponner of Suntun-Srwk.ne Lim;l,-J ~ 119,.19•01- WRS'1', ALUNC SAID SOU7'll LINIi A DISTANCE Or 618.78 FGL•T; 711GA('li YUVI'll
I'mrlncr.hop. 9 1Vn.l1inttnn lunilnl 1mnnerxhip Ibai e~cemeJ tlie (sreruinr instrumenl, anJ neknnwlwlVcJ t
>u.h 6~sinunent tu iw ute ir<c .nJ vttlum.ry .et uid J. yl uf su.•b IimiicJ p■nnenhip. fur U,v uses .uJ 69iW7'71' WGST. A DISTANCE OP tP1.7S FGG1' TO TI IG TRUG 1'OIKi O~ II~CINNIKU;
puryr,xi dhcra•in mrnnuncJ, onJ oe oaUi ctnteJ that ho was July nullu+n:al lo ezeewe rveh inrtrvment. ~ 1*p 111; KNt)WN AS Ii1VCRWnLK SIXTII ADDI'ftON;
Civ,n uml.r m nJ anJ uCliail tol Uiis //~JuY ul D.ccnil+cr,.1076 ~
y hn SITUnT(: IN Tllf: COUNTY OF SI'OKANG, STATfe Or WAS111NCTON.
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CERTIFICATE oF EXEMPTI0N
APPLICATION NUMBER: CF- 6q)
TAX PA.RCEL NUMBER:~'~OS.3. ~IDS2 , 5-509'&, V=y
. ,
This CERTrFTCATE OF EXEMPT'ION is an official documeiit and shall run wich the land and t,e applicable to the
applicant, owner, heirs, successors or assigns. See front page.
2. LEGAL DESCRIPTION - continued
That portion of the South Half of the Southwest Quarter and
Government Lots 5 and 6, of Section 8, T.25 N., R.45 E., W.M.,
County of Spokane, State of Washington, more particularly
described as follows:
Beginning at the most northerly corner of Tract "H" of
RIVERWALK FIRST ADDITION according to the plat recorded
under Book 23 of Plats, Pages 37 though 40; thence
5.2905915811E. along the Easterly boundary of said RIVERWALK
FIRST ADDITION a distance of 159.08; thence N.60000'0211E. a
distance of 269.96 feet; thence S.2905915811E. a distance of
27.01 feet (Rec. 27.00 feet); thence N.6800015811E. a
distance of 61.93 feet; thence N.75040158"E. a.distance
63.00 feet (Rec. 63.30 feet); thence N.8904810011E. a
distance of 331.53 feet to the TRUE POINT OF BEGINNING of
this parcel description; thence N.0001210011W. a distance of
119.41 feet (Rec. 119.34 feet); thence N.0204110311E. a
distance of 60.08 feet; thence N.0001210011W. a distance of
119.94 feet (Rec. 120.00 feet); thence N.8904810011E. a
distance of 144.50 feet; thence N.8904810411E. a distance of
- 443.62 feet; thence S.0103114611E. a distance of 89.27 feet
- to the beginning of a curve concave to the northwest having
- a radius of 30.00 feet; thence southwesterly along said
t - curve through a central angle of 91019150" an arc distance
of 47.82 feet; thence N.89048f04"E. a distance of 185.75
' feet to the east line of said Southwest Quarter; thence
' S.01031146"E. along said east line a distance of 179.44 feet
to the south line of Government Lot 6; thence S.8904810411W.
' along said south line a distance of 648.38 feet; thence
- ' S.8904713111W. a distance of 104.75 feet to the True Point of
' Beginning; Containing 4.71 Acres, more or less
8. ADDITIONAL COMMENTS - continued
COND) TFONS AND F7NDINGS - continued
~
~ ~?C viNE COUIv i Y PLANNING DEPARTMENT J
R.Cvt Ayp15•adoWPoravtM AfN M.°7R4no.k tev 4B3
. ~
' • .
I '
a ~ + .
DECLARATION OF COVENANT
In consideration of the approval by Spokane County of P1414E, RIVERWALK P.U.D., 6TH ADDITION
(hereinafter referred to as the "Plat"), the undersignecl covenants and agrees that:
1. The subdivider/sponsor will construct the pnvate roads and associated drainage facilities in conformnnce
with the approved plans on file in the County Engineer's Office.
2. A lot is served by the private road when: (a) the only road frontage for the lot in the Plat is on the private
road; or (b) a lot having frontage on more than one road (public or private) constructs an approach to the
private road.
3. THE RIVERWALK OWNERS ASSOCIATION or its successors in interest shall maintain the private
roads and associated drainage facilities in conformance with the approved plans on file in the County
Engineer's Office.
4. The owner(s) of any lot created by the Plat or alteration theraof and served by a private road shall be
responsible for maintenance of said private road, including associated drainage facilities, in conformance
with approved plans on file with the County Engineer's Office.
5. Maintenance financing of the private roads and associated drainage facilities shall be in a manner
determined by RNERWALK OWNERS ASSOCIATION or their successors in interest.
6. Should RIVERWALK OWNERS ASSOCIATION be terminated for any reasons, the successors in interest
shall be the individual lot owners, or their successors in interest, who are members of RIVERWALK
OWNERS ASSOCIATION at the time of said termination.
7. In the event such private road including associated drainage facilities is improved to Spokane County
standards for public streets, and the County is willing to accept the dedication of such road and drainage
facilities, each lot owner shall execute any documents necessary to accomplish such dedication.
8. Owners of lots within the Plat who are served by such road, may sue and recover damages and attorneys'
fees from any owner of any lot within the Plat which is also served who refuses to participate in the road
and drainage facilities construction, financing, and maintenance.
9. WARNING: Spokane County has no responsibility to build, improve, or maintain or otherwise service the
private roads and associated draiaage facilities contained within or providing service to the property
described in this Plat. By accepting this Plat or subsequently by allowing a building permit to be issued
for property on a private road, Spokane County assumes no obligation for said private road and the owners
hereby acknowledge that the County has no obligation of any kind or nature whatsoever to establish, '
examine, survey, construct, alter, repair, improve, maintain, provide drainage or snow removal on a
private road or its associated drainage facilities.
10. Spokane County is hereby granted the right of ingress and egress to all private roads and/or drainage
easement, for the purpose of inspection and emergency maintenance of drainage swales, and any other
drainage facilities, if not property maintained by the RIVERWALK OWNERS ASSOCIATION, or their
successors in interest. Spokane County does not accept the responsibility to inspect and maintain the
drainage easements or drainage swales, nor does the County accept any liability for failure by the
RIVERWALK OWNERS ASSOCIATION, or their successors in interest to properly cnaintain such areas.
11. The property owners within this Plat shall be held responsible for keeping open and maintaining the
surface path of natural or man-made drainage flow over and across their respective properties.
12. The property owner or his representative shall inform each succeeding purchaser of all drainage easements
on the property aad of his responsibility for maintaining surface drainage paths and swales within said
easements.
1
/
; -
_ s
13. The property owners within this Plat shall maintaia all water quality treatment swales ("208" swales") and
drainage ditches situated withia ttus Plat, and any portion of a 208 swale situated in the public right-of-way
' adjacent to this Plat, with a permanent ground cover as specified on the cunent approval plans on file with •
the County Engineer's Office. The property owners may install approved shrubbery and/or trees which do
not obstruct the flow and percolation of storm drainage water in the 208 swales and drainage ditches, as
indicated by the cunent approved plans on file with the County Engineer's Office.
14. Spokane County does not accept the responsibility of maintaining the drainage course on private lots within
drainage easements or floodplain areas, nor the responsibility for any drainage, whatsoever, including but
not limited to inverse condemnation to any properties due to deficient construction and/or maintenance of
drainage courses in drainage easements on private property. '
15. If the property owners fail to maintain the drainage facilities in conformance with khe approved drainage
plan, a notice of such failure may be given to the property owner. If not conected within the period
indicated on said notice, Spokane County has the right to correct the maintenance failure or to have it
corrected at the expense of the property owner.
16. Any building that is constructed on a lot in this Plat shall be set at such an elevation so as to provide
positive drainage away from any drainage entry point to the building (including but not limited to a
window well, a window unprotected by a window well, or a doorway). Said positive drainage shall consist
of a minimum slope of 3 46 away from the building for a distance of at least 10 feet from the building.
The lots shall be graded so that either a) all runoff is routed away from the building, and conveyed over
the lot to a natural drainage swales or approved drainage facility, or b) drainage intercepted on the lots is
disposes of on the lot in an approved drainage facility. The approved drainage facility shall be constructed
in accordance with 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.
17. This covenant and agreement shall run with the land and shall be binding upon the owner, their heirs,
successors or assigns, including the obligation to participate in the maintenance of the private road and
drainage facilities as provided herein.
IN WITNESS WHEREOF, the aforesaid owners have hereunto set their hand this day of
, 19_
W.T.H. DEVELOPMENT COMPANY LLC
Limited Liability Corporation
By:
Its:
UNITED SECURITY BANK
a Washington Banking Corporation BY:
ITS:
ACKNOWLEDGMENTS
STATE OF WASHINGTON )
)ss
County of )
On this day of , 19 before me, the undersigned, a Notary Public in and for the
State of Washiagton, personally appeared , to me known to be the of
W.T.H. Development Company, LLC a Limited Liability Corporation at executed the within and foregoing
instrument, and acknowledged the said instrumeat to be the free and voluntary act and deed of said company, for
the uses aad purposes therein mentioned, and on oath stated that he is suthorized to execute the said instrument and
that the seal affixed (if any) is the corporation seal of said corporation.
Given under my hand and official seal the day and year last above written.
2
NOTARY PUBLIC in and for the State of
Washington, residing at '
My commission expires
STATE OF WASHINGTON )
) ss
COUNTY OF SPOKANE )
I certify that I know or that I have satisfactory evidence that is the person who appeared
before me, and said person acknowledged that he signed this instrument on oath stated that he was suthorized to
execute the instrument and acknowledged it as of UNITED SECURITIES BANK, a
Washington Banking Corporation to be the free and voluntary act of such Cotporation, for the uses and purposes
stated in the instrument.
DATED this day of , 19_
NOTARY PUBLIC, in and for the State
of Washington residing at Spokane,
My Commission expires
3
~
INLAND PACIFIC ENGINEERING COMPANY
707 W. 7th Avenue, Suite 200 Spokane, WA 99204 (509)458-6840 Fax: (509)458-6844
To:s
~ DATE: 2- o
~
I.P.E. PROJECT q&o53
ATTENTION : •r~4 ~~'°'~~v PROJECT NAME: 'J
Vta W ca.1 ~ N~` •
Description
0 Xerox Prints ~ Copy of Letter 0
0 Original Drawing 0 Contract Documents ~
0 Work Authorization ~ Report
0
IST. D ,
No. Copies Description ~p
~ ~ ~,ss
~
~
PurpOSe
0 Information ~ Review & Comments 0 Per Your Request
~ Written Approval 0 Signature & Return ~
Remarks
4 ev Cc~ ~ pi"Cc i ~'1 ~ e-
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~
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Signed:
cc:
D \TRNSMT PMS
DECLARATION OF COVENANT
In consideration of the approval by Spokane County of P1414E, RIVERWALK P.U.D., 6TH ADDITION
(hereinafter referred to as the "Plat"), the undersigned covenants and agrees that:
1. The subdivider/sponsor will construct the private roads and associated drainage facilities in conformance
with the approved plans on file in the County Engineer's Office.
2. A lot is served by the private road when: (a) the only road frontage for the lot in the Plat is on the private
road; or (b) a lot having frontage on more than one mad (public or private) constructs an approach to the
private road.
3. THE RIVERWALK OWNERS ASSOCIATION or its successors in interest shall maintain the private
roads and associated drainage facilities in conformance with the approved plans on file in the County
Engineer's Office.
4. The owner(s) of any lot created by the Plat or alteration thereof and served by a private road shall be
responsible for maintenance of said private road, including associated drainage facilities, in conromance -
with approved plans on file with the County Enguieer's Office.
5. Maintenance financing of the private roads and associated drainage facilities shall be in a manner
determinetl by RIVERWALK OWNERS ASSOCIATION or their successors in interest.
6. Should RiVERWALK OWNERS ASSOCIATION be terminatecl for any reasons, the successors in interest
shall be the individual lot owners, or their successors in interest, who are members of RIVERWALK
OWNERS ASSOCIATION at the time of said termination.
7. In the event such private road including associated drainage facilities is improved to Spokane County
standards for public streets, and the County is willing to accept the dedication of such road and drainage
facilities, each lot owner shall execute any documents necessary to accomplish such dedication.
8. Owners of lots within the Plat who are served by such road, may sue and recover damages and attorneys'
fees from any owner of any lot within the Plat which is also served who refuses to participate in the road
and drainage facilities construction, financing, and maintenance.
9. WARNING: Spokane County has no responsibility to build, improve, or maintain or otherwise service the
private roads and associated drainage facilities contained within or providing service to the property
described in this Plat. By accepting this Plat or subsequently by allowing a building permit to be issued
for property on a private road, Spokane County assumes no obligation for said private road and the owners
hereby acknowledge that the County has no obligation of aoy kind or nature whatsoever to establish,
examine, survey, construct, alter, repair, improve, maintain, provide drainage or snow removal on a
private road or its associated drainage facilities.
10. Spokane County is hereby granted the right of ingress and egress to all private roads and/or drainage
easement, for the purpose of inspection and emergency maintenance of drainage swales, and any other
drainage facilities, if not property maintained by the RIVERWALK OWNERS ASSOCIATION, or their
successors in interest. Spokane County does not accept the responsibility to inspect and maintain the ,
drainage easements or drainage swales, nor does the County accept any liability for failure by the
RIVERWALK OWNERS ASSOCIATION, or their successors in interest to properly maintain such areas.
11. The lot owners within this Plat shall be held responsible for keeping open and maintaining the surface path
of natural or man-made drainage flow over and across their resgective properties.
12. The lot owner or his representative shall inform each succeeding purchaser of all drainage easements on
the property and of his responsibility for maintaining surface drainage paths and swales within said
easements.
1 '
~
13. The RIUERY+~-~P- ~ I~- ~ ~ ~l~rir their successars in interest, shall mamtain a11 water
quality tre.atment swales ("208" swales") and drainage ditches situated within this Plat, and any pQrtion of a
208 swale situated in the public nght-nf way adjacent tv this Plat, wikh a permanent grout►d cover as
specifiad on the curreat upproval plans on file with the Ccunty Engineer's Gffire. The RIVERWALK
OWNERS ASSDCIATION, c+r their successvrs in interest, nnay uasWI approved shnelrbery andlor trees
which do nat obstruct the flaw and percolatavn af starnt drainage wafer in the 248 swales and drai.nage
ditches, as indicated by the current appraued plans nn fila with the County Engineer's Uffica.
14. 5gokane County does nflt acGept khe resgonsibility vf mamtaviing the drainage Course on private lots withui
drainage easements vr flovdpIuin areas, nor the responsibility for any dramage, vvhatsoe►rer, mcludmg but
not limiied tv imverse r.ondarnnativn ta any praperties due to deficient canstruction andlvr maint,enance of
drainage courses in drainage easements on pnr+ate pxoperty.
'f l~~ P . ~ w ~
15. i- terest Failgn mamtain the
drainage facilities in conformance with the approved drainage plan, a natace of such failure may he given
tv the RIVERWALK OWNERS ASSCICTATICIN or their successors in interest, by the County. IF nor
carrected widiin the perivd inslicated an said natice, the Couuty has the right to ccrrrect the maintenance
failure or to have it carrectecl at the expense of the Hvmevwner's Association, ar their successors rn
interest.
15. Any hullding that is canstnucted on a lot in this Plat shall be set at such an elerration sa as to paovide
positi►+e drainage away from any drarnage entry paint tn the building (including but not limited ko a
window well, a window ungmteeted b,y a window well, or a doorway). Said gasitive dzamage sha11 consist
❑f a miniuuum slope of 3% away from the building fQr a distanca vf at least lfl feet from the buildung.
The lots shall he graded sv that eifi.her a} a11 runoff is rouked away fram the buildmg, and canveyed auer
the ]flt to a natural dramage swales or approVed drainage ffaeility, or'b) dranage intercepted Qn the lots is
dispases af on the lnt in an apprcrVed drainage facility. The approued dtamage facility shall he constructed
in accordance with the approved plans on file at the Cvunty Engmeer's Office. Anp revisions to the
approved drainage plans must he approved by the Cvunty Engmeer's Offica pnor to construction of said
reV isions.
17. This cvvenant and agre-ement shall run vuith the land and shall be binding upQn the awner, their heirs,
successnrs or assigns, mcludbng the ohligation to participate in the mamtenance of the pnvate mad and
dramage €acilities as provided herein.
IN VVITNE55 WHERBOF, the mforesaid vwners have hereunto set lheir hand this day af
' 14
W.T.H. I]EVELOPMENT COMPANY LLC
L,imit.eci Liahility Corporativn
By:
Its:
UNITEp SECURITY SANK
a Washington Banking Carporatian
BY:
ITS:
ACKNOWLEDGMEI+i'TS
STATE dF WASHINGTON )
yss
councy of ~
pn t}us day of , 19 hefore me, the undessigned, a Notary F'ublic in and fflr the
State of Washingtan, personally apgeared , tv me known to be the of
W.T.H. DeVelopment Campany, L,I.C a Limited I.iabllity Corporation at executed the within and foregoing
rnstrument, and acknowledged the said instrument ta }e the free and voluntary act and deed of said comgany, for
the uses and purposes therain mentioned, and vn oath stated that he is authorizecl to execute the said instnunent and
that the seal affixed (if aay) is the corparation seal of said ccirporation.
2
.
•
Given under my hand and official seal the day and year last above written.
NOTARY PUBLIC in and for the State of
Washington, residwg at
My commission expires
STATE OF WASHINGTON )
) ss
COUNTY OF SPOKANE )
I certify that I know or that I have satisfactory evidence that is the person who appeared
before me, and said person acknowledged that he signed this instrument on oath stated that he was authorized to
execute the instrument and acknowledged it as of UNITED SECURITIES BANK, a
Washington Banking Corporation to be the free and voluntary act of such Corporation, for the uses and purposes
stated in the instrument.
DATED this day of , 19_
NOTARY PUBLIC, in and for the State
of Washington residing at Spokane,
My Commission expires
3
.
V . ~O
DECLARATION OF COVENANT In consideration of the approval by Spokane County of Plat # P-1414E,
RIVERWALK 6th ADDITION (hereinafter referred to as the "plat"),
undersigned covenants and agrees that:
1. Drainage easements, as platted and shown hereon, which are
for the purpose of installing, operating and maintaining
drainage swales and drainage facilities, as conditions of
plat approval, are hereby granted to Spokane County and the
public.
2. Spokane County and its authorized agents are hereby granted the
right of ingress and egress to, over, and from said easements for
the purpose of inspection and emergency maintenance of water
quality treatment swales (11208 swales") and other drainage
facilities, if not properly maintained by the property owner.
Spokane County does not accept the responsibility to inspect or
maintain the drainage easements or drainage swales, nor does the
County accept any liability for any failure by the lots owners(s)
to properly maintain such areas. 3. The property owners within this Plat shall be held responsible
for keeping open and maintaining the surface path of natural or
man-made drainage flow over and across their respective
properties.
4. The property owners within this Plat shall maintain all water
quality treatment swales (11208 swales") and drainage ditches
situated on their respective properties, and any portion of a 208
swale situated in the public right of way adjacent to their
respective properties, with a permanent ground cover as specified
on the current approved plans on file at the County Engineer's
Office. The property owners may install approved shrubbery
and/or trees which do not obstruct the flow or percolation of
storm drainage water in the 208 swale and drainage ditches, as
indicated by the current approved plans on file with the County
Engineer's Office.
5. The property owner or his representative shall inform each
succeeding purchaser of all drainage easements on the property
and of his responsibility for maintaining surface drainage paths
and swales within said easements.
6. Spokane (jounty does not accept the responsibility of maintaining
the drainage course on private lots within drainage easements or
floodplain areas, nor the responsibility for any damage
whatsoever, including, but not limited to, inverse condemnation
to any properties due to deficient construction and or
maintenance of drainage courses in drainage easements on private
property.
7. If the property owners fails to maintain the surface path of
natural or man-made drainage flow, or the drainage swale, a
r.otic3 cf such failure may be given to the property owner. If
not corrected within the period indicated on said notice, Spokane
County has the right to correct the maintenance failure, or have
it corrected, at the expense of the property owner.
8. Any building that is constructed on a lot in this Plat shall be
set at such an elevation so as to provide positive drainage away
from any drainage entry point to the building (including but not
limited to a window well, a window unprotected by a window well,
or a doorway). Said positive drainage shall consist of a minimum
slope of 3o away from the building for a distance of at least 10
feet from the building. The lots shall be graded so that either
a) all runoff is routed away from the building, and conveyed over
the lot to a natural drainage swales or approved drainage
1
facility, or b) drainage intercepted on the lots is disposes of
on the lot in an approved drainage facility. The approved
drainage facility shall be constructed in accordance with 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.
IN WITNESS WHEREOF, the aforesaid owners have hereunto set their hand
this day of
, 19 .
W.T.H. DEVELOPMENT COMPANY LLC
Limited Liability Corporation
By:
Its:
UNITED SECURITY BANK
BY:
ITS:
ACKNOWLEDGMENTS
STATE OF WASHINGTON )
) ss
County of )
On this day of , 19 , before me, the
undersigned, a Notary Public in and for the State of Washington,
personally appeared to me known to be
the of W.T.H. Development Company, LLC a Limited
Liability Corporation at executed the within and foregoing instrument,
and acknowledged the said instrument to be the free and voluntary act
and deed of said company, for the uses and purposes therein mentioned,
and on oath stated that he is authorized to execute the said
instrument and that the seal affixed (if any) is the corporation seal
of said corporation.
Given under my hand and official seal the day and year last above
written.
NOTARY PUBLIC in and for the State of
Washington, residing at
My commission expires
STATE OF WASHINGTON )
? ss
COUNTY OF SPOKAATE )
I certify that I know or that I have satisfactory evidence that
is the person who appeared before me, and said
person acknowledged that he signed this instrument on oath stated that
he was authorized to execute the instrument and acknowledged it as
2
Y~
: of UNITED SECURITIES BANK, a Washington
Corporation to be the free and voluntary act of such Corporation, for
the uses and purposes stated in the instrument.
DATED this day of , 19 .
NOTARY PUBLIC, in and for the State
of Washington residing at Spokane,
My Commission expires
3
Office of the County Engineer ~
Spokane County, Washington
~
August 15, 1996 ~
To:
~
From: Development Engineering Services ~
RE: Drainage Language of Plat Dedication & Covenants ~
Riverwalk 6th, P1414E -
Plat Dedication
A
The drainage easements and tracts are subject to the separate Declaration of Covenant as ~
~
recorded under Auditor's Document number which by
reference is made a part hereof.
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WARNING WARNING WARNING WARNING
Please do not record the Declaration of Covenant. Provide the final draft of the document ;
prior to signature; then, following County approval, acquire signatures on the document and
submit it to Spokane County. Spokane County will record the document.
WARNING WARNING WARNING WARNING
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DECLARATION OF COVENANT x
In consideration of the agproval by Spokane County of Plat # P1414E, Riverwalk 6th Addition (hereinafter =
referred to as the "Plat"), undersigned covenants and agrees that:
1. Drainage easements, as platted and shown heron, which are for the purposed of installing, operadng and ~
maintaining drainage swales and drainage facilities, as conditions of plat approval, are hereby granted to +
Spokane County and the public. ~
►
2. Spokane County and its autharized agents are hereby granted the right of ingress and egress to, over, and from ~
said easements for the purpose of inspection and emergency maintenance of water quality treatment swales
("208 swales") and other drainage facilities, if not properly maintained by the properiy owner. Spokane County
does not accept the responsibility to inspect or maintain the drainage easements or drainage swales, nor dces
the County accept any liability for any failure by the lot owner(s) to properly maintain such areas.
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3. The property owners within this Plat shall be held responsible for kceping open and maintaining the surface
path of natural or man-made drainage flow over and across their respective properiies.
4. The property owners within this Plat shall maintain all water quality treatment swales ("208 swales") and
dramage ditches situated on their respective properties, and any portion of a 208 swale situated in the public _right-of-way adjacent to their respective properties, with a permanent ground cover as specified on the current
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approved plans on file at the County Engineer's Ofice. The property owners may install approved shrubbery
andlor trees which do not obstruct the flow and percolation of storm drainage water in the 208 swale and
drainage ditches, as indicated by the current approved plans on file with the County Engineer's Office.
5. The properiy owner or his representative shall inform each succeeding purchaser of all drainage easements on
the property and of his responsibility for maintaining surface drainage paths and swales within said easements. ~
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6. Spokane County dces not accept the responsibility of maintaining the drainage course on private lots within
drainage easements or floodplain areas, nor the responsibility for any damage whatscever, including, but not ;
limited to, inverse condemnadon to any propeties due to deficient conswction and or mainienance of
drainage courses in drainage easements on private property.
7, ff the property owner fails to maintain the surface path of natural or man-made drainage flow, or the drainage p~
swale/pond, a notice of such failure may be given to the property owner. If not corrected within the period ~
indicated on said notice, Spokane County has the right to correct the maintenance failure, or have it corrected,
3
at the expense of the property owner. s
8. Any building that is conswcted on a lot in this Plat shall be set at such an elevaUon so as to provide posidve -
drainage away from any drainage entry point to the building (including but not limited to a window well, a twindow unprotected by a window well, or a doonvay). Said positive drainage shall consist of a minimum slope
of 3% away from the building for a distance of at least 10 feet from the building. The lots shall be graded so
that either a) all runoff is routed away from the building, and conveyed over the lot to a natural drainage swale
or approved drainage facility, or b) drainage intercepted on the lot is disposed of on the lot in an approved 9.
drainage facility. The approved drainage facility shall be constructed in accordance with the approved plans on °
file at the County Engineer's Office. Any revisions to the approved drainage plans must be approved by lhe a
County Engineer's Office prior to consWcUon of said revisions.
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{IIVDIVIDUAL OR CORPORATE ACKNOWLEDGMENT} ~ .
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{CORPORATE ACKNOWLEDGMENT}
(CORPORATION NAME)
A State Corporation
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By:
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(Tide) ~
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STATE OF WASHINGTON ) -
) ss ~
County of Spokane )
I certify that i know or that I have satisfactory evidence that -
is the person who appeared before me , and said person acknowledged that he(she) signed this instnunent, on oath -
stated that he(she) was authorized to execute the mstniment and acknowledged it as the (Tide) of ~
(Corporauon name) , a State Corporation, to be the free and voluntary act of such corporadon, for the uses
and purposes stated in the inswment.
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DATED this _ day of , 199_
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NOTARY PUBLIC in and for the
State of Washington, residing at . My ;
appointment expires . =G
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(IINDIVIDUAL ACKNOWLEDGMEN'1) ~
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(sienature)
(name)
(sienature) ~
(name)
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STATE OF WASHINGTON )
) ss
County of Spokane
a
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 this instrument, on oath stated that he(she)(they) was(were) authorized to execute the
instniment and acknowledged it as his(her)(their) free and voluntary act and dced, for the uses and purposes stated
in the instrument.
DATED this _ day of , 199 .
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NOTARY PUBLIC in and for the -
State of Washington, residing at . My •appointment expires . }
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DECLARATION OF COVENANT
In consideration of the approval by Spokane County of .
j(hereinafter referred to as the "Development"), the undcrsigned covenants and agrees that:
1. The subdivider/sponsor will construct the private roads and associated dramage facilities in conformance with the approved plans
on file in the Counry Engineer's Office.
2. A lot is served by a private road when: a. the only road frontage for the lot in the Development is on the private road, or; b. a
lot having frontage on more ihan one road (public or private) constructs an approach to the private road.
3. The
Home Owners Association or their successors in interest shall maintain the private roads and associated drainage facilities in
conformance with the approved plans on file in the County Engineer's Office.
4. The owner(s) of any lot created by the Development or alternation thercof and served by a private road shall be responsible for
maintenance of said private road, including associated drainage facilities.
5. Maintenance financing of the private roads and associated drainage facilities shall be in a manner determined by the
I
Home Owners Association or their successors in interest.
6. Should the
Home Owners Associatioo be ferminated for any reason, the successors in interest shall be the individual lot owners, or their
successors in interest, who are members of the
Home Owners Association at the time of said termination.
7. In the event such private road including associated drainage facilities is improved to Spokane County standards for public streets,
' and the County is willing to accept the dedication of such road and drainage facilities, each lot owner shall execute any
documents necessary to accomplish such dedication.
8. Owners of lots within the Development who are served by such road, may sue and recover damages and attomeys' fees from
any owner of any lot within the Devetopment which is similarly served who refuses to pazticipate in the road and drainage
facilities construction, fmancing, and maintenance.
9. WARNING: Spokane County has no respotuibility to build, improve, or mailuain or othenvise service the private roads, mid
associated drainage facililies caztained within or providing service to the property described in the Development. By accepting
this development or su6sequently by allo►ving a building pennit to be issued for property on a private road, Spokane Couiuy
assumes no obligation for said private road and the o►vners here6y ac/uio►vledge that the Counry has no obligation of arry kitul of
nature tivhatsoever to esiablish, examine, survey, construct, alter repair, improve, maiiuain, provide drainage or snow removal
on a private road or its' associated drainage facilities.
10. Whenever the
Home Owners Association or their successors in interest fad to maintain the drainage facilities in conformance with the. ,
approved drainage plan, a notice will be given lo the
Home Owners Association or their successors in interest by the County. lf not corrected afier 10 days, the County has the
right to correct the maintenance failure or have it carrected at the expense of the
Home Owners Assceiation, their successors in interest, or lots in the development.
11. Spokane County does not accept the responsibiliry of maintauung the drainage course on private lots within drainage easements
or floodplain areas, no the responsibility for any drainage, whatsoever, including but not limited to inverse condemnation to any
properties due to deficient construction and/or maintenance of drainage courses in drainage easements on private properry.
12. This covenant and agreement shall run with the land and shall be bindmg upon the owner, their heirs, successors or assigns,
including the obligacion to participate in the maintenance of the private road and drainage facilities as provided herein.
OWNER
OWNER
Dated this day of , 19
STATE OF WASHINGTON )
County of Spokane ) .
On this day personally appeared before me
knotiwi to me to be the individual(s) described in aiid tivho e.Cecuted the ►vithin cuu! foregoing instrument aul acknowledged that
he/she/they signed the sa me as his/her/their free mut volunlary act and deed jor the cises aui purposes therein stated.
GIVEN UNDER MY HAND AND OFFICIAL SEAL this day of ,19 .
Notary Publie in and for the State
, of Washington, residing at Spokane
k\au\acci"e v%
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S P O K A N E o, C O U N T Y
DEPARTMENT OF BUILDING AND PLANNING • A DNLSION OF THE PUBLIC WORKS DEPAR7'MENT
JAMFS L. MANSON, C.B.O., DIRECTOR Detvrtts M. Scorr, P.E., DIRECTOR
RECEIVED
JUL 2 51996
MEMORANDUM
TO: Spo ane oun Division of ng'neering and ' oads, Pat ' -•i
Spokane County Division of Utilities; Jim Red
Spokane County Division of Building and Planning; Tom Davis
Spokane County Health District; Steve Holderby
Spokane County Parks, Recreation and Fair; Wyn Birkenthal
Fire Protection District No. 1
Central Valley School District
Consolidated Irrigation District
Washington State Department of Ecology; Doug Pineo
FROM: John Pederson, Senior Planner
DATE: June 24, 1996
SUBJECT: Proposed Final Plat of PE-1414-81; Riverwalk 6th Addition
Enclosed find copies of the above referenced final plat. Please review and forward any
comments by August 7, 1996. If you have any questions you may contact LOUIS
WEBSTER at 456-2205.
Thank you. Enclosure
c: Inland Pacific Engineering, 707 W. Ave, Spokane, WA 99204
Stantin Development Co., 16720 NE 116" St, Redmond, WA 98052
1026 WEST BROADWAY AVENUE • SPOKANE, WASHINGTON 94260
Bu►[.DtNC I'HONE: (509) 456-3675 • FnX: (509) 456-4703
PLnNNUaG PHONE: (509) 456-2205 • Fnx• (509) 456-2243
TDD: (509) 324-3166
)
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FROM ANGLE DIST NORTH EASI' TO
P1414E RIVERWALK 67H ADD F'LAT POUNDRY 7-22-96 D. H.
AUTO INVERSE
S7ART 33`7.73936 3827.16018 1
i INV N 0 1` 00.0 W 119. 4100 3447. 14863 3826.74336 2
2 INV N ` 41 03.0 E 60.0800 .3507. 16272 3829.55693 3
3 INV IV 0 12 00.0 W 119. 9400 .3627. 10199 38`9. 13826 4
4 INV N 89 48 00.0 E 144. 5020 36c7. E+06?r8 ?,973. 637,38 5
5 INV N 89 48 04.0 E 443.6200 3629. 14630 4417. 25471 6
6 INV S 1 31 46.0 E 89.2700 .35?,9. 90811 4419. 63739 7
RAD I AI_ IV 88 28 14.0 E
DELTA 91 19 50.0 RT
RAD I US 30.0000
TAN 30.7049
L-ARC 47.8206
RADIAL S 0 11 56.0 E
RP 3539. 107.:,9 4389. 64807 8
7 CHORD S 44 08 09.0 W 42.9162 3509. 10757 4389. 75221 9
TAN@PT S 69 48 04.0 W
9 INV hl 89 48 04.0 E 185. 7500 ,?,509. 75c36 4575.50109 10
10 INV S 1 31 46.0 E 179. 4400 3330. ?,7E28 4580. 29047 11
11 I NV S 89 48 04.0 W 648. 3800 3328.12559 3931. 91437 12
12 I NV S 89 47 31.0 W 104. 7500 3327. 74521 38`7. 16506 13
LAT & DEF, -0. 00JBJ -0. 00488
13 HCLOSE S 39 50 28.7 W 0.0076 3327. 73936 3827.16018 1
PREC = 1 TO 281085 Area =205146.35 sq ft 4.70951 ac
FROM ANGLE DIST NOR"fH EAaT TO
PLOCK SIDELINES
AU70 INVERSE
START 3327.7393E 3827. 16018 1
1 I NV N 0 12 00.0 W 119. 41 00 3447. 148E+3 382E . 74336 2
2 INV N 89 48 04.0 E 190. 5300 3447. 81001 4017. 27221 14
RAD I AL N 0 11 56.0 W
DELTA 90 00 00.0 RT
RAD I US 30.0000
TAN 30.0000
L-ARC 47.1239
RAD I AL IV 89 48 04.0 E
RR 3417. 81019 4017.37635 15
14 CHORD S 45 11 56.0 E 42.4264 3417. 91433 4047.37617 16
TAN@F'T S 0 11 56.0 E
16 INV S 0 11 5E+. 0 E 89.3900 3328.52487 4047. 6864E+ 17
17 INV S 89 48 04.0 W 115.7800 3328.12297 3931.90716 18
18 I NV S 89 47 31.0 W 1 04. 7500 3:,27. 74259 3827.15785 19
LAT R DEF' -0. 003:1,3 0.00233
19 HCLOSE S 35 43 37.7 E 0.0040 33`7.73936 3827. 16018 1
F'REC = 1 TO 167473 Area =26136.67 sq ft 0.60002 ac
FROM ANGLE DIST NORTH EAST TO
ELOCK 1 AIDELIiVES
AUTO INVERSE
START 3507.16272 3829.55693 3
3 INV N 0 1` 00.0 W 119. 9400 3627. 10199 38`9. 13026 4
4 INV N 89 48 00.0 E 144.5000 3627. 60638 .3973. 63738 5
5 INV N 89 48 04.0 E 443. 6400 3629. 14630 4417. 25471 6
6 INV S 1 31 46.0 E 89.2700 3539.90811 4419.63739 7
RAD I AL N 88 28 14.0 E
llEL'fR 91 19 5O. f1i RT
RAD I US 30.0000
TAN 30.7049
L-ARC 47.8206
RADIAL 5 0 11 56.0 E
RP 35.39. 1 0739 4.389 . 64807 8
7 CHORD S 44 08 09.0 W 42.9162 3509. 10757 4389. 75221 9
TANCdGT S 89 48 04.0 W
• 9 INV S 89 48 04.0 W 560.2000 3507. 16297 3829.55559 20
LAT & DEF' -0. 0002S 0. 001 34
20 HCLOSE S 79 20 57.4 E 0.0014 ?,507. 16272 3829.55693 u
RREC = 1 TO 1026926 Area = 70503.50 sq ft 1.61854 ac
FROM ANGLE DIST NORTH EAST TO
RLOCK 2 SIDELINES
AUTO INVERSE
START 3330.37628 4580. 29047 11
11 INV S 89 48 04.0 W 48`. 6100 3.328. 701@2 4097. E8337 21
21 INV N 0 11 56.0 W 89.3900 3418.09048 4097. 37?,0B 22
RAD I AL S $9 48 04.0 W
DELTA 90 00 00.0 RT
RAD I US 30.0000
TAN 30.0000
L-AF2C 47.1239
RADIAL N 0 11 Sb.@ W
RF' 3418. 19462 4127.37290 23
22 CHORD N 44 48 04.0 E 42.4264 3448. 19444 41 2'7. 2E+876 24
TANCdPT N 89 48 04.0 E
24 INV iV 89 48 04.0 E 449. 8400 3449.75595 4577.10605 25
25 INV S i 31 46.0 E 119. 4`00 3330. :,7849 4580. 29345 26
LAT & DEP -0. 00221 -0. 00298
26 HCLOSE S 53 28 09.4 W 0.0037 3330.37628 4580.29047 11
PREC = i TO 320114 Ar,ea = 57260. 49 sq ft 1.31452 ac
FROM ANGLE DIST NORTH EAST TO
CENTERLINE INDIAfVA AVE
AUTO INVERSE
START 3447. 148b.3 3026.743.36 c
2 I NV N 2 41 03.0 E 30.0400 3477.15567 3828.15015 27
27 INV N 89 48 04.0 E 244. 02Q►0 3478. 0027,., 4072. 1E+8E7 28
28 INV IV 89 48 04.0 E 504. 1300 .?,479. 75270 4576. 29564 29
29 INV N •1 31 46.0 W 30.0100 .3509. 75`01 4575.49465 30
LAT R DEF, 0.00035 0.00644
30 HCLOSE N 86 53 46.6 E 0.0065 3509. 75236 4575.50109 10
PREC = 1 TO 125294 No Area
FftOM ANGLE DIST NORTH EAST TO
'
CENTERLINE GRADY LANE
AUTO INVERSE
START ,3478.00273 4072.16867 28
28 INV S 0 11 56.0 E 149. 3900 332$. 613E3 4072. 687`5 31
31 I NV N 89 48 04.0 E 25.0000 3328. 70041 4097. 6971 0 32
'
LAT & DEF' 0.00061 -0.00372
32 HCLOSE N 80 46 03.6 W 0.0038 3.;28. 7010L 4097. 68,.3.?,7 21
F'REC = 1 TO 46241 No Area
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S P O K A N E % C O U N T Y
DIVI570N OF ENGINEERING AND ROADS A DIVISION OP TI-IE PUBLIC WORKS DEPARTMENT
January 21, 2003
United Security Bank
9506 N. Newport HWY
Spokane, WA 99218
RE: Bond # 0500408026 for Construction of Riverwalk 6`h Addn (P 1414E)
Dear Sir or Madam:
Please be advised that the Bond # 0500408026 issued by your company as surety to
WTH Development, LLC. for construction of roads and associated drainage
facilities for the above mentioned plat in the remaining current amount of $6,800.00
may now be released in full effective immediately. The project roads have been
completed. This final release should close out the above referenced account.
If you have any questions, please call me at (509) 477-3600.
Sincerely,
John Hohman, PE
Development Services Engineer/Manager
cc: File
1026 W. 8roadway Ave. • Spokane, WA 99260-0170 9 (509) 477-3600 FAX• (509) 477-7655 (2nd Floor) 477-7478 (3rd Floor) • TDD. (509) 477-7133
-
Johns, Bill
From: Stronks, Randy
Sent: Tuesday, October 03, 2000 3:57 PM
To: Johns, Bill
Subject: RE: Riverwalk 6th or 8th And Meadowlands bond release/reduction
Bill,
• Riverwalk 6th - Warranty Bond has been released on 8128/00, there fore all bonds released.
• Riverwalk 8th - Certified on 6/26/00. After talking to Ed Parry the construction bond can be released. All private
roads, there fore no warranty bond is needed. A release letter will be sent out.
• Meadow Lands - Certified on 1/6/00. Project roads have not been established. Progress report started on 1/6100.
Per Linda Britz Progress Report was sent to the Construction Department on 1 /11 /00 and not returned to her to send
to the next department. Developer can not start one year Warranty bond until road is established.
Randy Stronks
-----Origmal Message-----
From: Johns, Bill
Sent: Tuesday, October 03, 2000 2:38 PM
To: Stronks, Randy; Lennemann, Paul
Subject: Riverwalk 6th or 8th And Meadowlands bond release/reduction
What is the status of these two projects of Mike Hume 467-7400 or 370-7400
Please let me know even if you know nothing about them.
bill jons
1
AUG-16-1999 12:48 01150415 0213041402150514 . P.02
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ASS1GPiMENT FOR CONSTRUC?ION WARRAiNTY BOYD
For securtry puryoses oNy, WTH Deve i opment, L . L . C. , Meveloper') Iicreby assigns io
SPOK?►NE COUN7Y, a political sabdivision of thc State of Washiogtoa the follomng
SavtW cenifica« Nuinber #0500408026
~~~~um of n/a $6,800.00 ho id
andheldinandby UNIIED SECURITY BANK
Bankof 9506 rq. Newport Hwy, Spokane., WA 99218
- N o r tn p o i n te acancn (mc °eanx")
$6,800;00 hdd to e_xpi,re Apr%1 20, 2000
For impruvaneass rdatea cv :
'COUIVTY PR03~CT kt; P 1414 t pROJECT l7A~'!E: R 1 V e 1"W d lIC 6 t n A d d. (oPrnjecK')
Said assignmeiai, fer coxsrauCi'tun wnaRAtviY sorro ruRYOsM is mode as securiiy for the fWl and f:uehful pecfomancc by the
Devclaper of a onc yar warranty Against all defects in warlamnship aad,materials which may bccome appareat dunng a penod of
one (1) ycar a8er Spolcane Counry's acaptance and esiabllshment of, tho public unprovements concwcted under said Project as
public facilieies. Said coNMUCrioN wnsuArrrY soxn i savrrres csirriMCnre shall expire a[tcr said one year warranry period
uNess nodx is given by the Spokane Counry EngInecr of defects in workmanship or matcrials during the onc yr,u warraiiq penod.
1f rud nouce is given, then chis ivarranty obGgauon shall ranain in fiill force and viraie until said deCals are satisfacwnly crorrected
and accepted by the Spok:me Cotutry Enginetr Any tntcrest beIIetlCS SCCnung uIIdeC said s:ivings Cefti2iscate slwll remain chc
propcrry of the undcrsigned Devetoper.
vROvtnen. PttRiHA.[t, Nc undersigaW dccs hereby author'v.c U 111 t e G S e c u r i ty B a n k (gank Nanu) to
pay ovKr to Spakane Counry all or a sufficieat ponioa of the monry in Uiq sviings ceniGcatc rcfcrcaced Aerem abovti upon a•ntten
documentauon bang ieceived from the Spokane C.ounry Eugneer indipting that the purposes for ivhich Uic smings certificau: was
assiped have not been faithfully performcd as roquind and a statemein of the amount o[ moncy that Spokaae Count} daou
nacxsary to complNc such obGgation. _ . , _ '
Upon ncapl of suchwr~Uco~~ tation_ . WTN De v e 1 opme n t,-L. L. C. ~nt~ De~~elapcc Name)
~o~ U 111 t Ed.,J 2 C U 1" c 1'1 - . (Pnated Bank Name) to re(eax [o Spo[cnnc Counry
LhaL omoant of uioncy requested, up to the maximwn amouat in Ehe savings cemficate. .
A copy of all suc6 dncumenation and _,,..-pondence wiLh the $ank shall bc provided by the Couaty Enginar to the Devclopcr at
the address nated belor•.
aANc: Un'ited Security Bank .
• • ADflRESs: 9506 N. Newport-Hwy.
, crnrsra.TE zIP. Spokane, WA 99218
. 'PHO,~E: -(509 ) 466-0255 % (509) 462-0527
. VicF@MIDENT: -Trevert Shellev
S2CRETARY. • .
WTH Development, L.L.C.
DEVELOPER. . .
J nnnREss: 8205 N . D i v i s i on
cITV sTATE zEp Spok ane, wA 99218
. PHONE - (509) 467-7400 Mike Hume ,
AUG-16-1999 12:49 01150415 0213041402150514 P.03
• ~ ~ -
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^ - DATED ttus .199
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For the BANK ~ U • ey: ~lQEV C RT ,S{{ E[.L 6
iES: VI CF lOR Es i~ E;j T~ •
STATE OF WASAINGTON ) -
) :ss
Counry ojSpokaru )
On tlu, rtay personally appeared befure me I/e iEu6kT ZN ELLEy
luiuK77 to nre m be dte indtviduul(s) descnhrJ in and whn esecuted the wrncurr a1d forcgoirtg rnstniment and ac,k!nuwledged -
u as the nf (A56 tn be the free nnrt voluntary au and dee+d for dre u.+rs rurd
purposes therein stateA. •
~ GIV7SN UNDER ; F7CIAL SEqL thts dnv of
19
60-
.
~ T A Norary Put,lic rn and J'or rlir Statc cj Nasluirgrnn
~NO R Ym ruidrng at Spokatte •
--40- ' . = My cOntnu tsfort eapucr 4- 15
~ pUBIIG
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~~~/Il o IIt1~~~~ :
DA,TED thts day of 199
_
For the DEVELOPER:
c
By: ~ ~ k~ (~.1 ~i ~ ~V ! ~ ~~l o~ v~►P w~- G~ ~ C~
lm:
STATE OF WASAINCTON )
) :ss
County,af Spokane
On rhis dny penunatty aPpenree t,clure nce
knnwn to to be d+e indiv[dua!(s) tlescrihrd rn rurd who erzcuted the widun u»tl foregoing i~ztuument and acmowledged
it ns the of ~✓?1~ -[[L tu be dte free and vnlunrtuy «ct and deed for dhe weo und
- purposu ` r . GO ~j?,,
~~'~ko •\ssion ~ 'Sr
CIVJ6~MY AND ~iD IA[. S6nt rhis dqv uJ_//ii~~,,.,~"" .
19 ~ Np~f qRk N•:
. ~ ' PUB
~,q ~ Not r~Pub(ic in nnd for the Staff vt Naihingra,:
•~j ~ a~' rertding at Spolmne ~ ' • 30, ♦
~ "~Mv comnJssiai expvGC 3d
kdlJlnssign/consr xnrmnry AubUc l16/99
.
90or
USB er Banking.
IIIIIIIIIII UNITED SECURIW IMNK
Mem6er RD.LG ~~r1 ^
SFp ~ FQ
~FcoU ~ ~999
September 9, 1999 hryF~G~NFFq
Spokane County Engineer's Office
Attn: Bill Hemmings
1026 W. Broadway Ave.,
Spokane, WA 99260
Re: WTH Development LLC-Riverwalk 6th
Letter of Credit No. 21
Dear Mr. Hemmings:
Per your fax from August 16, we aze providing the Warranty Bond in the amount of
$6,800.00 to replace our Letter of Credit No. 21. The Warranty Bond is secured by an
account here at United Security Bank and will expire automatically on April 20, 2000.
Please let me know if you will require anything else. The original bond is enclosed.
Sincerely,
Debbie Lindberg
United Security Bank
(509) 462-0527
dl
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iS F. O K A N E C O U N T Y
DMSION OF ENGINEEKING AND ROAL7S A DIVISION OF THE PUBLIC WORKS DEPARTMENT
William A. Johns, P.E., County Engineer
September 14, 1999
United Security Bank
North 9506 Newport Highway
Spokane, WA 99219
Att: Debbie Lindberg:
RE: Irrevocable Standy Letter of Credit #21: Riverwalk 6`h Addition:
P-1414E
Dear Ms. Lindburg:
We received the warranty bond for this project on September 10, 1999
in the amount oa $ 6,800.00. Please be advised that letter of credit #21
can now be released in full, effective immediately. The warranty bond is
to expire automatically on Apri120, 1999. Thank you.
If you have any questions, please call me.
Sincerely, .
C~`u ---A -g"-, ~
,
William H. Hemmings, PE
Development Services Engiaeer/Manager
cc: File
1026 W. Broadway Ave. • Spokane, WA 99260-0170 •(509) 477-3600 FAX: (509) 3243478 TDD: (509) 324-3166
e WrEz
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S P O K A N E C (D U N T Y
DNISION OF ENCINEERING AND ROADS A DMSION OF THE PUBLIC WORKS DEPARTMENT
William A. Johns, P.E., County Engineer
NATURE SAVER" FAX MEMO 01616 ~ 1)at~,. pages ~ I
To k'!4i K (Li- I From UD P~„ n ~
lrl~
October); 2000 co'oea'wk .'ra(li7 wv- Ic°. w4iM1 c Cr~ .eNqA~
Phone 9 I Phone A4-71_Y-a
Ken Hill ~ Fax #~53,3~~ I Fax d
Washington Trust Bank
PO Box 2127 ~
Spokane, WA 99210
RE: P1414k Riverwalk 8`h Addition
Letters of Credit Numbers 10968 & 10954
Dear Sir or Madam:
Please be advised that the Letters of Credit Numbers 10968 & 10954 dated March 22,
1999 and February 5, 1999, issued by your company as surety for installations of roads
and associated drainage facilities for the above mentioned residential project in the
remaining current amount of $183,700.00 &$12,900.00 respectfully may now be
released in full effective immediately. This final release should close out the above
referenced letter of credits.
If you have any questions, please call Bill Hemmings at 477-3600.
Sincerely,
William A. Johns, P.E.
Spokane County Engineer
p c.
v A I ' gs, P.E.
Development Services Engineer/Manager
cc: Sandy Kimball
Randy Stronks .
,..foject File
1026 W. Broadway Ave. 9 Spokane, WR 99260-0170 •(509) 477-3600 FAX. (509) 477-7655 (2nd Floor) 477-7478 (3rd Floor) • TDD: (509) 477-7133
10/97/1998 11: 38 509-466, ~55 UNITED SECURIT`' WK PAGE 01
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- oATE. . 1017 / 9f ~
/
TO: 6 FROM: Debbie •
3a~' 3 y 7~ United Securifv 8ank
Fax: 15091466-0?55
MESSAGE: C~ ~ a~xo-w f~P
. , ~ UIVITED SECURITY BANK
9506 N. NewpoPt Fiwy.
Spokane, WA 99216-1200
~
Phone: 609-468-4655
Fax: 509-466-0255
10/07/1998 11:38 509-466- ~,55 UNITED SECURITY BF~NK PAGE 02
• . . e ' ~ . ' . ~ • ~ ~
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S P O K A N E ~ d b7 1V T~f
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DNtSION OF 8NCM8RINC AND ROADS e A DIVISION OF THfi PIJBUC WOR1C5 DEPARTMENI
W911+M A. Jolu+q. p.E, County Epgfmar Dcnnfs M. Seotr, P.&., Disector
. October 7, 1947
. "
United SecuaityBank .
North 9506 Newport I~'ighway . Spokane, dVashington 99219 . Att: Drbbie Lindburg Re: Irrevocable Standby Letter of Credit&- Riverwalk 6'h Addition: P1414E
Dear Ms. Lindburg, . al
Please be advised that the Irrevocable Standby Letter Of Credissued by your company as surety for the installatioa of roads and associated drainage facilities for the
above mantioned plat, dated October 8, 1996, in the current amount of $136,000.00 may •
be reduced to $26,385.00. Sincerety~ . .
A Ra P.E. . .
Engineaing Servim Section , .
. .
1026W. Broadway Ava. • Spokane. WA 992G6-01?0 •(509) 456-3600 FAX: M3243478 TpD: (509) 324aIb6
• ~1
After Recording Return to: SpokaneAnty Engineer
Attrt: Engmeering Admimstrauon ~
~ . '
r
RESOLUTION NO. 99 0317
BEFORE THE BOAR.D OF COUNTY COMMISSIONERS OF SPOKANE COUNTY, WASHINGTON
IN THE MATTER OF ESTABLISHMENT )
OF INDIANA AVENUE ) R E S O L U T I O N-
RIVERWALK 1ST, 2ND AND 6'N ADDITIONS ) E S T A B L I S H M E N T
COUNTY ENGINEER'S ROAD FILE NO. 2659
No Assessor's Tax Pareel Number Assigned - Public Roadways
This being the day set for the hearing on Spokane Counry Engineer's Report on the proposed
establishment of INDIANA AVENUE, proceedings for which were initiated by PRELIIVIINA,RY
RESOLLTI'ION NO. 99-0229, and it appearing to the Board on proof duly made that Notice of Hearing was
published and posted in the manner and for the time required by law, and the Boazd after examining the report and
maps of the Spokane County Engineer and all claims and papers on file and after hearing all other evidence
adduced at the hearing; and
IT FURTHER APPEARING that the righu of way have been dedicated as public road 60 feet wide, and
that said road is a public necessiry and the same should be opened and established as Counry road.
. THEREFORE BE IT RESOLVED by the Board of County Commissioners of Spokane County,
Washington, that the hereinafter described road as reported by the Spokane Counry Engineer on the 20th day of
April, 1999, being more particularly described as follows:
INDIANA AVENZJE - 60 foot wide right of way, from the east right of way line of Barker Road
easterly to the westerly line in Riverwalk 6w Addition.
Located in the Southwest Quarter (SW 1/4) of Section 8, Township 25 North, Range 45 E.W.M.
and as shown by the records and maps on file in the Office of the Spokane County Engineer be and the same
hereby is established as Counry road and the same shall be laiown as INDIANA AVENUE, Road File No. 2659.
The road supervisor of the road district in which the said road is located is hereby directed to open and maintain
the same for public use and travel. '
BE IT FURTHER RESOLVED that the one foot strips described as follows are hereby dedicated for
public road purposes:
Tract "J" in Riverwalk 1" Addition No. 1414
Lot 2 Block 4 in Riverwalk 2nd Addition No. 1414A
' • " Page 2 ~
_ Estatilish Indiana Ave. - RF 2659
April 20, 1999
99 0317
APPROVED BY THE BOARD this 20th day of April, 1999. o^ coMvss BOARD OF COUNTY COMMISSIONERS
-~4 ro
4 z coG O~ SP~~1 C UNTY, WASHINGTON
v' . o : , : • `
.~JlII'.~ , •
5~, , •C,r' M. KATE c AS , CHAIR
ATTEST: VICKY M. DALTO
CLERK OF THE BO
~ r.: .
JO OSKELLEY, VICE-C AI
DANIELA ERICKSON, DEPUTY
P P . S
1\v\res\est\rfI659. indiana
I~ .
S P O K A N E ~ C O U N T Y
DIVISION OF ENGINEERING AND ROADS • A DIVISION OF THE PUBLIC WORKS DEPARTIv1ENT
William A. Johns, P.E, County Engineer Dennis M. Scott, P E, Director
October 7, 1997
United Security Bank
North 9506 Newport Highway
Spokane, Washington 99219
Att: Debbie Lindburg
Re: Irrevocable Standby Letter of Credit #21: Riverwalk 6`h Addition: P 1414-E
Dear Ms. Lindburg,
Please be advised that the Irrevocabie Standby Letter Of Credit #19 issued by your
company as surety for the installation of roads and associated drainage facilities for the
above mentioned plat, dated October 8, 1996, in the current amount of $136,000.00 may
be reduced to $26,385.00.
Sincerely,~ -
James A. Rad e, P.E.
Engineering Services Section
1026 W. Broadway Ave. • Spokane, WA 99260-0170 •(509) 456-3600 FAX: (509) 324-3478 TDD: (509) 324-3166
FAX Cover Spo
kane County Public pnet
1026 W. Broadway Avenue
Spokane, WA 99260-0170
Phone No. 509/456-3600
Fax No. 509l3243478
Date O 7 -7 Fax No. ( ~q 6 7 7 7~ SPC~,~1I~E WUI~TY
To M i K'F- tl i M~.
LJ e'r-o 0
Pages (including cover sheet) ~
From
Message G G: i3 0 ri 7 I1 t.Tl ~L ET TT~
~ i 4FZ L,.i A t-W 6
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AAM
P~ K A Np . C U LT N T~ '
DIVISIDN OF ENGIhIEERING AND 3tORD5 • A DIVISIC?N OF TfiE PiIBLfC WQAKS I?EPARTMENT Walltam .4 ]ohns, P.E , Cnunty Enguieer ❑enn=s M Scatt, P.E., C7arector
, I
FAX
Octuber 12, 1998
United Security Bank
Not-th 9506 1'Vewpart Highway 461- q0t4
Spvlcane, WA 99219
,
Att: Debhie Lindberg: ;
RE; IrreVOCable Standy Letter of Credi# #21: Riverwalk fa`b Additian:
P-1414E
Uear Ms. Gindbu rg.
Please be advised that lettet- of credit #21 does need to be renewed. The
amount af the letter af credit may be reduced down tv $ 13,643.04.
Flease send me the new letter af credit.
If you have any questions, please call me.
Sincerely,
%
F .0,
William H. Hennmiags, PE
Ue►velopment Servzces EngineerJManager
b
cc: File '
1026 W. Bruadway Ave • SgOI(aile, WA 94260-0130 •[5fl4] 456-3600 FAX- {509) 324-3478 TI]L7 (509) 324-3166
Aug-11- 509A559681 P.01
~
FA
, Date 08111199
Number of pages inGuding cover sheet
I
TO: FROM: Debbie
United Security Bank
Phone 456-3600 Phone 509-462-0527
Fax Phone 324-3478 Fax Phone 509-466-0255
CC:
REMARKS: C] Urgent (E For your review M Reply ASAP Please Commenf
Our Letter of Credit No. 21 - Rivenroalk 6th Addition for installation of roads and drainage
will be coming up for renewal in early October.
Please let me know if we need to renew or if they will be able to let this expire on 10-8-99.
The current amount of this letter is $13,643.00.
#1 blQy
Thanks for your help,
Debbie
04/30/1999 13:41 509-466-0255
•
UNITED SECURITY BANK
•
PAGE 01
FglAnt.,C
DATE: '6 Cb
TO:-(.e,Q l� , FROM: Debbie
rnm'yt /ice
GS A i,wrtT oq•-t s,z.
WQ cASP ti)4S i ' P6krcie—
raa-tc, rP,
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Tom+ cvc�-t s
034 3 Cl 7 k United Security Bank
Fax: (509) 466-0255
MESSAGE: AL' Crtica-
cP- A locksiz_ icux cIAL04--
wcXs- -t4,'0 a.u,d_crti.c-eoC
/e0 ,y,w,.„)
eAIX.e�C Leak� � /ti,¢ �� utu-fit_
c--A‘L4-1-4 ,
UNITED SECURITY BANK
9506 N. Newport Hwy.
Spokane, WA 99218-1200
Phone: 509-468-4655
Fax: 509-466-0255
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S P O 1E-, A N E ~ C) [J N T Y
LIlVLSiOhi OF ENGINEERING tYIHD RQAI?5 A Lf1Vi5i0N OP THE Pi!$LIC WOAKS L7EPARTIrfENT
~ 'Willaam A Johris, P.E., Counsy Engineer
;
~ April 30, 1999
~ 1VIs. Debbie Lindberg
United Security Bank
NDrth 9506 Newport Highway
Spakane, WA 99216
Uear I)ebbie:
Yau are herehy authnrized to release in full the $ 4,500.00 that is being
, set aside in a special accaunt in the name of WTH Develvpmerat L.L.C.
; for tae purpose of assuring completinn of construction inspectivn and
testing fvr roadway and starrn drainage cvnstructian far Riverwalk G`"
Additian. The date on the set aside is August 27, 1996.
If you ha►ve any questions, please call me at 456-3600. Thank you.
Sincerely,
~
Bi11 Hemmiags, FE
Develapment 5eruices Engineer]Manager
cc: File
~
1026 VV Sroadway Ave • Spokane, WA 99250-0170 •(509) 477-3600 FAX (5(}9) 324-347$ TDD {509} 324-3166
• ~ ~w W30/m ',-O
► - 0~55
Attention Ms. Debbie Lindberg
RE: Letter of Credit #21 for Riverwalk 6t" Addition - Warranty
Language
The warranty language shall guarantee against defects in road
construction, utility work performed in the County right-of-way, and
drainage facilities that were constructed in accordance with the
approved plans for this projects on file with the Spokane County
Department of Public Works.
The warranty period for this project runs from Apri120, 1999 to April
20, 2000. The amouut of the warranty bond s6all be $6,800.00.
If you have any question, please call me at 456-3600. My fax number is
324-3478 for sending the current copy of the letter of credit.
Sincerely,
1 `
-11.
Bill Hemmings, PE .
Development Services Engineer/Manager
04/39/1999 19:59 5349755 STI NDRTH4JEST PAGE 01
IIVLAND PACIFtC ENGINEERING
707 West 7th Avenue, Suite 200
Spokane, WA 99204
Telephone: (509) 458-6840 FAX: (509) 456-6844
FAX TRANSM/TTAL
DATE: ; April 30, 1999 ; NO. OF PAGES: Including Cover Sheet
. . . - . . ....Y. . ~ . . . . .
; , .
TO: : 9it1 Hemmings ; FAX NO.: ~ 324.76b6
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.
. . . . . - - - . . - - - - .
COMPANY: Spokane County ; PHONE NQ.: : 456.3800
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:
. . _ . . . . . . . . .r. . . - ~ - - - . . . . . , . . . . .
FROM: ; Bruce Howard ; JOB NO.: :
PROJECT NAME: = Riverwalk 60' Additton
ORlGlNAL IN MAIL: O YES O NO ,
NOTES:
Bil! -
l rec:eived your phone message conceming the above mentioned project. We have completed
our portion of the construction inspection and have been paid in full. Please reiease all
associeted construction inspection bonds for this prvject.
If you have eny further questions, please give me e call. _
BruCe A. Howerd
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' BOND ESTIMAI _
PROJECT Riverwalk 6th P1414E NAME pl DATE MMWM
DRAINAGE ITEMS UNITS QUANTITY PRICE COST
1) Drywell - Type A EA 3 1250.00 3750.00
2) Drywell - Type B EA 2 1560.00 3120 00
3) Grate - Type 1 EA 315 00 0 00
4) Grate Type 2 EA 340.00 0.00
5) Grate - Type 4 EA 5 300 00 1500 00
6) Backfiil For DW CY 170 16.00 2720 00
7) Concrete Inlet EA 750.00 0.00
8) C.M. Pipe 10" Dia. LF 23.00 0.00
9) C.M. Pipe 12" Dia. LF 27.00 0 00
10) C.M. Pipe 15" Dia. LF 27.80 0 00
11) C.M. Pipe 18" Dia. LF 31.50 0.00
12) Precast Manhole EA 1500.00 0.00
13) Solid lid EA 310.00 0 00
14) Pond Excavation CY 116 10.00 1160.00
15) Sod SF 3130 0.70 2191.00
NON STANDARD DRAINAGE ITEMS
1) Wilbert Vault Curb Inlet EA 250.00 0.00
2) Ditch Excavation CY 5 10.00 50.00
3) 0.00 a) ' 0.00 s) 0.00 s) 0.00
DRAINAGE SUBTOTAL c14491.00
)
16) Monuments EA 5 185.00 925.00
17) Barricade LF 40 33.00 1320.00
18) Street Signs EA 2 85.00 170.00
OTHER SUBTOTAL 2415.00
GRADING, SURFACING, CURB, AND SIDEWALK
19) Rough Grade ' CY 1891 10.00 18910.00
20) Top Course CY 1030 16.00 16480.00 21) Base Course CY 16.00 0.00
22) Asphalt Concrete Tons 1001 44.40 44444 40
23) Curb Type A LF • 7.00 0.00
24) Curb Type B LF 1839 8.00 14712.00
25) Curb Type R LF 8.00 0.00
26) Sidewalk SQ YD 1226 16.70 20474.20
.
NON-STANDARD ROAD ITEMS 1 1S a 2C7• 6 ~
ql) Inspection 5`eTVI~'eb ea 1 4500.00 4500.00
0 00
3) , 0.00 ~
4) 0.00
GRADING AND SURFACING 119520.60 5 r ~ J2i~'~
GRAND TOTAL 136,426.60 'F J rj
~S~v
/ ,)1'7 9 -7
7rvic -
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BOND ESTIMATE
PROJECT Riverwalk 6th P1414E NAME pl DATE
Y/
DRAINAGE ITEMS UNITS ClUANTITY PRICE COST CWC-Gk
1) Drywell - Type A EA 3 1250.00 3750 00 G
2) Drywell - Type B EA 2 1560.00 3120 00
3) Grate - Type 1 EA 315.00 0.00
4) Grate Type 2 EA 340.00 0.00
5) Grate - Type 4 EA 5 300.00 1500.00 2
6) Backfill For DW CY 170 16.00 2720.00
7) Concrete Inlet EA 750.00 0.00
8) C M. Pipe 10" Dia LF 23.00 0.00
9) C M. Pipe 12" Dia LF 27.00 0 00 e-J3t -)25~
10) C.M. Pipe 15" Dia LF 27.80 0 00
11) C.M. Pipe 18" Dia. LF 31.50 0.00
12) Precast Manhole EA 1500.00 0.00
13) Solid lid EA 310.00 0.00
14) Pond Excavation CY 116 10.00 1160.00
15) Sod SF 3130 0.70 2191.00 G LA j 34,
7 z
NON STANDARD DRAINAGE ITEMS "
1) Wdbert Vauft Curb Inlet EA 250 00 0.00
2) Ddch Excavation CY 5 10 00 50.00
3) 0.00
a) 0.00 5) 0.00
6) 0.00
DRAINAGE SUBTOTAL 14491.00
v~,q lr .
16) Monuments EA 5 185.00 925 00
17) Barricade LF 40 33.00 1320.00
18) Street Signs EA 2 85.00 170.00
OTHER SUBTOTAL <2415.00,
GRADING, SURFACING, CURB, AND SIDEWALK
19) Rough Grade CY 1891 10.00 18?10.00.
20) Top Course CY 1030 16.00 16P480.00
21) Base Course CY 16.00 0.00
22) Asphalt Concrete Tons 1001 44.40 44,444.40
23) Curb Type A LF 7.00 0.00
24) Curb Type B 7? LF 1839 8.00 14712 00
25) Curb Type R LF 8.00 0.00
26) Sidewalk SQ YD 1226 16 70 20~74.20 , • NON-STANDARD ROAD ITEMS 1/~) &~:G, 6 O
1) Inspection Senrices ea 1 4500.00 4500.00
2) 0.00
3) 0.00
4) 0.00
GRADING AND SURFACING 119520.60
GRAND TOTAL 136,426.60
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September 4, 1997 INLAND PACIFIC ENGINEERING, INC.
Spokane County Engineers Office
1026 W. Broadway
Spokane, Wa. 99260-0170
Attn: Mr. Jun Radke, P.E. TIECEIVED
RE: Riverwalk 6" Addition Bond Reduction (PE-1414E) 5Ep p 5697
Dear Jim, SPOKANE COllNN 8*M*1R
Per our phone conversation yesterday, I am writing this letter to follow up with Mike Hume's
request of a bond reduction for the above mentioned plat.
The items associated with the construction of this project which have been completed to date are
as follows;
1 Earthwork cut/fill.
2. Subgrade compaction, testing at approximate 2001ineal feet per driving lane.
3. Bases, 8" compacted depth on Grady, and 8" compacted depth on Indiana were placed and
compacted per the approved cross section.
4. Pavement was placed and compacted on Grady and Indiana per the approved cross section.
5. Curbs, approximately 1,415 lineal feet of type "B" curb and gutter was placed on Indiana, and
approximately 2001ineal feet of type "R" curb was placed on Grady Lane, with two transitions
from rolled to type "B" curb.
6. Sidewalk, approximately 1,445 lineal feet of sidewalk with wheelchair ramps were installed on
Indiana and Grady Lane.
7. Storm drainage,0`208' ponds have been rough graded, and 3 type "B" drywells have been 6-?~~,~5
installed. ~
There are construction related items that need to be completed such as a walk through by IPE, a
punchlist of deficient items, final clean up work related to the punchlist, as-built and
documentation submittal, and County walk through. We will continue to proceed with these
items to obtain final acceptance by Spokane County.
If you have any questions or comments concerning this bond reduction request, please feel free to
give me a call. If you require any further documentation to proceed with this request, please call.
Sincerely,
Inland Pacific Engineering, Inc.
~
Bruce A. Howard
cc: Mike Hume .
707 West 7th • Surte 200 2020 Lakewood Drrve • Suite 205
Spokane, WA 99204 Coeur d'Alene, ID 83814
509-458-6840 • FAX- 509-458-6844 208-765-7784 • FAX• 208-769-7277
-
. RECElVF-, _J
AUG 2 2 1997
sPCYKAIrE counn ENCinEER
August 20, 1997
Dave Berto
Spokane County Planning
1026 W Broadway
Spokane, WA 99260
RE: Riverwalk 6th Bond
Dear Dave,
The work is done at Riverwalk 6th. I am therefore requesting a reduction of
the bond.
Sincere y,
pp~
Mike Hum e
WTH LLC
'
t
S P O K A N E C O U N T Y
DIVLSION OF ENGINEERING AND ROADS • A DIVISION OF THE PUBLIC WORKS DEPARTMENT
William A. Johns, P.E., County Engineer Dennis M. Scott, P.&., D'uector
October 24, 1996
United Security Bank
Attn. Debbie Lindberg
9546 N. Newport Hwy
Spokane, WA. U9218-1200
RE: Riverwalk 6Tr Addition
21414E
WTH Develc,pment LLG'
Dear Madam:
Pleasa bp advised tfiat the Irrev~~cable Stand~.}y Letter Of
Credit No. 19 isstied by your company aa surety for installations
of raacis and associated drainaga facilities for the abave
mentioned plat, dated September b, 1996 in the curren'r_ amount af
$131, 926.0U may naw be relea--jed.
If you have any c-luestions, feel free to call our office
very truiy yours,
Bill Johns, P.E.
Spakane County Enginezr .
~
David A. Berto
. Plat campliance surveyar
1026 W. Broadway Ave. • Spokane, WA 99260-0170 •(509) 456-3600 FAX: (509)324-3478 TDD: (5A9) 324-3156
0 %
USB UNITED
October 18, 1996 ~ ~ ~ I I I I I I I I BA N K I~
We're Bankmg On Our Community Resources
Mrmber F.D.LC
Spokane County Engineers
1026 West Broadway Ave.
Spokane, WA 99260-0170
Attn: Dave Berto
Re: WTH Development LLC
Riverwallc 6th Addition
Dear Mr. Berto:
As a follow-up and clazification to my letter to you dated October 11, 1996, Letter of
Credit No. 21 replaces Letter of Credit No. 19, dated Septemher 6, 1996 in the amount of .
$131,926.00. This replacement was due to a change in the collateral backing the Letter of
Credit There was no assignment of funds sent to you in the amount of $136,000.00. The
$4,500.00 savings assignment is still in force.
Please send us your authorization to release Letter of Credit No. 19 so that we may cleaz
this from our books.
Should you have any questions, please feel free to give me a call at 468-4655.
Sincerely,
Debbie Lindbeig
Loan Secretary
d1
~.6R, r.-~~E I V E D
OCT 2 1 1896
SPO.KME COUWTY ENGINEER P O Box IOS, Chewelah, WA 99109-0105, (509) 935-6789 • P.O. Box 229, Colville, WA 99 1 1 4-0229, (509) 684-5017
P.O. Box 107, Ione, WA 99139-0107, (509) 442-3516 • P.O. Box 519, Kettle Falls, WA 99141-0519, (509) 738-2393
9506 N Newport Hwy, Spokane, WA 99 2 1 8-1 200, (509) 467-9084 • Mortgage Department (509) 467-2421 • Admmistra6on (509) 466-9619
14306 E Sprague Ave, Spokane, WA 99126-2142 (509) 927-3028
ft %
L.JS ~ uNITEo
Oct°ber 11, 1996 ~IIIII IIIII BASECUR NK ITY RECEIvE°
We're Banking On Our Camrrsunity Resnurces QC T 4 1996
AHemi+rr F F1 1 C
5P04(AIVE COLINTY ENGINEER
Spokane County Engimeers
1026 '4Vest Broadway Ave. _
Spakane, WA 99260-4 170
Attre: Dave Bertn
Rc: WTH l3evelopment LLC
T3ear Mr. Berto:
We aze enclasing aur original Leitejr of Credit Nn. 21 in the amount nf $136,000.00 tcr be
held by yau in cannec#ign with the Ttirrerwalk Gth Additian prnject.
This Leiter of Czedi# replaces ihe assignment of funds (Umted Secu;ity Savings Accownt)
yvu hold., in the amount af $136,000.00. Please release this assigmment
Ptease Gnrtact vlur office if yau shauld have any questions.
" 5incerely,
k W"Ll ,
Debbie Lindberg
Lc,ran Secre#ary
Enclosure
~
P❑ Box 105, Chewelah, WA 49109-0I05, {549} 935-6789 • P(7 Barc 229, Calville, WA 99114-0229, (309) 584-5017
P 0 Box 107, Ione, WA 99139-0107, (509) 442-35I6 • P❑ Box 519, Kettte Falis, WA 99141-0519, (509) 738-2393
95[)C iV iVewpnrt Hwy, SpOkane, WA 9921$-1200, [509) 467-9084 • Martgage I7epartment (509) 467-2421 • AdminisTratron (509) 466-9619
14306 E. Sprague Ava, 5pokane, WA 94126-2142 (509) 927-3428
. w.
✓
USB UNITED
October 8, 1996 IIIIIIIIIII BANK I~
We're Banking On Our Community Resources
AlemArr F D / C
Beneficiarv: Applicant:
Spokane County Engineers WTH Development LLC
1026 West Broadway Avenue Riverwalk 6th Addition
Spokane, WA 99260-0170 File #PE 1414E
Attn: Dave Berto Spokane, WA
LETTER OF CREDIT NiJMBER: 21
Ezpiration Date: October 8, 1997
At: UNITED SECURITY BANK
. 9506 N. Newport Highway
Spokane, WA 99218
Loan No. 5214606
Amount:
Not Exceeding U. S. Dollars: ONE HUNDRED THIRTY SIX THOUSAN!) E1ND N01100
DOLLARS ($136,000.00).
We hereby issue this irrevocable standby letter of credit for RIVERWAL.K 6TH ADDITION,
available by your draft drawn on us and accompanied by the following documents:
1. A signed statement from the Spokane County Engineer's Office reading exactly as follows:
"I, the undersigned dul_y authorized representative of Spokane County Engineer's
office, hereby certify that the draft drawn under this letter of credit represents the amount
of money required to complete the installation of roadway improvements, including
grading, gravel, paving, curbs, sidewallcs, stonn drainage, drainage swales, monuments,
street signs and/or other work as is incidental and related thereto in accordance with the
drawings and specifications as submitted to and approved by the Spokane County
Engineer's Office."
2. The original of this letter of credit.
P.O. Box 105, Chewelah, WA 99109-0105, (509) 935-6789 • P.O Box 229, Colville, WA 99114-0229, (509) 684-5017
P.O. Box 107, Ione, WA 99139-0107, (509) 442-3516 • P O Box 519, Kettle Falls, WA 99141-0519, (509) 738-2393
9506 N. Newport Hwy, Spokane, WA 99218-1200, (509) 467-9084 • Mortgage Department (509) 467-2421 • Admimstration (509) 466-9619
14306 E Sprague Ave, Spokane, WA 99126-2142 (509) 927-3028
. • • ~ ~
~
October 8, 1996
Page Two
Special Conditions:
1. Any and all banking charges other than those of the issuing bank are for the account of
the beneficiary.
2. It is a condition of thi,s letter of credit that it shall be automaticalty extended, without
amendment, for an additional peliod of one year from the present expiration date or
each future expiration date, unless we have notified you in writing not less than tlurty
(30) days before such expirarion date, that we elect not to renew this letter of credit.
All written notification shall be sent via registered mail.
Drafts drawn under this credit must bear the clause: "Drawn under United Security Bank,
Letter of Credit #21".
This credit is subject to the "Uniform Customs and Practice for pocumentary Credits" (1993
revisions) International Chamber of Commerce Publication No. 400.
We hereby engage with you that draft(s) drawn and/or documents presented and negotiated under
and in compliance with the terms of this irrevocable standby letter of credit will be duty honored
upon presentation to us.
The amount of each drawing must be endorsed on the reverse of this credit by United Security
Bank.
A charge of $25.00 will be deducted from the proceeds of any drawing,s presented with
discrepancies.
Sincerely,
United Security Bank
~~zt4e-~
Louise Robeson
Vice President
LR:dI
r
USB UNITED
August 27, 1996 I I I I II I I I I I BANK I~
We're Bankmg On Our Communiry Resources
Mrmha, F D l C
Spokane County Engineers
Attn: Dave Berto
1026 W. Broadway Ave.
Spokane, WA 99260-0170
Re: WTH Development L.L.C.
Project Name: Rivervvallc 6th Addition
Deaz Sir:
Funds in the amount of $4500.00 aze being held in a special account in the name of WTH
Development L.L.C. for the pucpose of assuring completion of construction inspection and
tesiing for roadway and storm drainage construction of Rivetwalk 6th Addition in
accordance with the approved drawings and specifications as submitted to and accepted by
the County Engineer's Off ce. No funds will be disbtu sed from this account without the
prior written authorization of the Spokane County Engineer. This set-aside of funds will
not be revoked without the consent of the County Engi.neer.
In the event thai construction inspection and tesling work and record drawings aze not
completed and submitted to the satisfaction of the County Engineer within a period of three
years from the date of this agreement, all funds remaining in the account will be forfeited
to the County of Spokane upon written request by the Spokane County Engineer's Office
to United Security Bank. It is understood and agreed that upon forfeifiue of the funds to
the County of Spokazie that the County of Spokane will then undertake complelion of the
work to be accomplished. It is fiuther understood and agreed that in the event of any
shortage of funds to complete said work, the County of Spokane may have recourse
against the developer name above.
It is specifically understood and agreed by the parties that in holding funds for this
development, United Security Bank is not serving as guarantor for any additional costs
incwred by the County of Spokane in the completion and acceptance of the above-named
improvements.
ACCEPTED AND APPROVED - This 27th day of August, 1996
WTH Development L.L.C. United ecurity Bank
~
By: By: X&~
Vice President
OFFICE OF TI-E SPOKANE COUNTY ENGINEERS
By: 'o"
P.O. Box 105, Chewelah, A 99109-0105, (509) 935-6789 • P.O. Box 229, Colville, WA 99114-0229, (509) 684-5017
P O. Box 107, Ione, WA 99139-0107, (509) 442-3516 • P.O. Box 519, Kettle Falls, WA 99141-0519, (509) 738-2393
9506 N Newport Hwy., Spokane, WA 99218-1200, (509) 467-9084 • Mortgage Department (509) 467-2421 • Administradon (509) 466-9619
14306 E Sprague Ave, Spokane, WA 99126-2142 (509) 927-3028
uS~ UNITED
September 6, 1996 BANK
We're Banking On Our Community Resources
,4ltmhtr F D I C.
Benefciarv: applicant.
Spokane County Engineers WTH Development LLC
0 ~ r✓/
1026 West Broadway Avenue Riverwalk 6th Additi
Spokane, WA 99260-0170 File #PE 1414E
Attn: Dave Berto Spokane, WA
e,
LETTER OF CREDIT NU~vIBER: o c_'~
o
Ezpiration Date: September 6, 1997 ~
At: LJYITED SECURITY BAiNK 9506 N. Newport Highway
Spokane, WA 99218
Loan No. 5211362
Amount:
Not EYCeeding U. S. Dollars: OiNE HCTNDRED THIRTY ONE T'HOUSAi~tD NINE
HLTNDRED TWEN'TY SIX aND N61100 DOLLaRS ($131,926.00).
We hereby issue this urevocable standby letter of credit for RNERWAI,K 6TH ADDITION,
available by your draft drawn on us and accompanied by the following documents:
1. A signed statement from the Spokane County Engineer's Office reading exactly as follows:
"I, the undersigned duly authorized representative of Spokane County Engineer's
office, hereby certify that the draf3 drawn under this letter of credit represents the amount
of money required to complete the installation of roadway itnprovements, including
grading, gravel, paving, curbs, sidewallcs, storm drainage, drainage swales, monuments,
street signs and/or other work as is incidental and related thereto in accordance with the
drawings and specifications as submitted to and approved by the Spokane County
Etigineer's Office."
2. The original of this letter of credit.
P O. Box 105, Chewelah, WA 99 L09-O105, (509) 935-6789 • P.O. Box 229, Colville, WA 99114-0229, (509) 684-5017
P.O. Box 107, Ione, WA 99139-0107, (509) 442-3516 • P.O. Box 519, Kettle Falls, WA 99141-0519. (509) 738-2393
9506 N Newport Hwy., Spokane, WA 992 1 8-1 200, (509) 467-9084 • Mortgage Department (509) 467-2421 • Admmisvation (509) 466-9619
14306 E. Sprague Ave., Spokane, WA 99126-2142 (509) 927-3028
~ ~ ~
September 6, 1996
Page Two
Special Conditions:
1. Any and all banking charges other than those of the issuing bank are for the account of -
the beneficiary.
2. It is a condition of this letter of credit that it shall be automaticalty extended, without
amendment, for an additional period of one year from the present expiration date or
each future expiration date, unless we have notified you in writing not less than thirty
(30) days before such expiration date, that we elect not to renew this letter of credit.
All written notification shall be sent via registered mail.
Drafts drawn under this credit must bear ihe clause: "Drawn under United Security Bank,
Letter of Credit #19".
This credit is subject to the "Uniform Customs and Practice for pocumentary Credits" (1993 revisions) Internarional Chamber of Commerce Publication No. 400.
We hereby engage with you that draft(s) drawn and/or documents presented and negotiated under
and in compliance with the terms of this irrevocable standby letter of credit will be duty honored
upon presentation to us.
The amount of each drawing must be endorsed on the reverse of this credit by United Security
Bank. '
A charge of $25.00 will be deducted from the proceeds of any drawings presented with
discrepancies. Sincerely,
United Security Bank
~O'~~- .
Louise Robeson
Vice President
LR:d1
USB UNITED
September 6, 1996 I II I I I I I I I I SECURITY
BANK
We're Bankmg On Our Community Resources
Memhrr F D l C
Benefciarv: Applicant:
Spokane County Engineers WTH Development LLC
1026 West Broadway Avenue Riverwalk 6th Addition
Spokane, WA 99260-0170 File #PE 1414E
Attn: Dave Berto Spokane, WA `
LETTER OF CREDIT NUMBER: 19
Egpiration Date: September 6, 1997
At: LINITED SECURITY BANK
9506 N. Newport Highway ,
Spokane, WA 99218
Loan No. 5211362
Amount:
Not Exceeding U. S. Dollars: ONE HLTNDRED THII2TY ONE THOUSAND NINE
H[JNDRED TWENTY SIX AND NOl100 DOLLARS ($131,926.00).
We hereby issue this urevocable standby letter of credit for RNERWALK 6TH ADDTTION,
available by your draft drawn on us and accompanied by the following documents:
1. A signed statement from the Spokane County Engineer's Office reading exactly as follows:
"I, the undersigned duly authorized representative of Spokane County Engineer's
office, hereby certify that the draft drawn under this letter of credit represents the amount
of money required to complete the installation of roadway improvements, including
grading, gravel, paving, curbs, sidewallcs, storm drainage, drainage swales, monuments,
street signs and/or other work as is incidental and related thereto in accordance with the
drawings and sgecifications as submitted to and approved by the Spokane County
Engineer's Office."
2. The original of this letter of credit.
P O Box 105, Chewelah, WA 99109-0I05, (509) 935-6789 • P O Box 229, Colville, WA 99114-0229. (509) 684-5017
P O Box 107, Ione, WA 99139-0107, (509) 442-3516 • P O Boz 519, Kettle Falls, WA 99141-0519, (509) 738-2393
9506 N. Newport Hwy., Spokane, WA 99218-1200, (509) 467-9084 • Mortgage Department (509) 467-2421 • Admmistration (509) 466-9619
14306 E Sprague Ave.,Spokane, WA 99126-2142 (509) 927-3028
. ~ ~
September 6, 1996
Page Two
Soecial Conditions:
1. Any and all banking charges other than those of the issuing bank are for the account of
the beneficiary.
2. It is a condition of this letter of credit that it shall be automaticalty extended, without
amendment, for an additional period of one year from the present expiration date or
each future expiration da.te, unless we have notified you in writing not less than thirty
(30) days before such expiration date, that we elect not to renew this letter of credit.
All written notification sha11 be sent via registered mail.
Drafts drawn under this credit must bear the clause: "Drawn under United Security Bank,
Letter of Credit #19".
This credit is subject to the "Uniform Customs and Practice for pocumentary Credits" (1993
revisions) International Chamber of Commerce Publication No. 400.
We hereby engage with you that draft(s) drawn and/or documents presented and negotiated under
and in compliance with the terms of this irrevocable standby letter of credit will be duly honored
upon presentation to us.
The amount of each drawing must be endorsed on the reverse of this credit by United Security
Bank.
A charge of $25.00 will be deducted from the proceeds of any drawings presented with
discrepancies. Sincerely,
United Security Bank
Louise Robeson
Vice President
LR:d1
USB UNITED
August 27, 1996 11111111111 BAN K~ TY
We're Banking On Our Community Resources
Mrmlwi F DJ C
Spokane Counry Engineers
Attn: Dave Berto
1026 W. Broadway Ave.
Spokane, WA 99260-0170
Re: WTH Development L.L.C.
Project Name: Rivervvalk 6th Addition
Deaz Sir:
Funds in the amount of $4500.00 are being held in a sgecial account in the name of WTH
Development L.L.C. for the purpose of assuring completion of construction inspection and
testing for roadway and storm chainage construction of Riveiwatk 6th Addition in
accordance with the approved dracvings and specificafions as submitted to and accepted by
the County Engineer's Offce. No funds will be disbursed from this account without the
prior written authorization of the Spokane County Engineer. This set-aside of funds wi71
not be revoked without the consent of the County Engineer.
In the event thai construction inspection and testing work and record drawings aze not
completed and submitted to the satisfaction of the County Engineer within a period of three
years from the date of this agreement, all funds remaining in the account will be forfeited
to the County of Spokane upon written request by the Spokane County Engineer's Office
to United Security Bank. It is understood and agreed that upon forfeiture of the funds to
the County of Spokane that the County of Spokane will then undertake completion of the
woric to be accomplished. It is further understood and agreed that in the event of any
shortage of funds to complete said work, the County of Spokane may have recourse
against the developer name above.
It is specificalty understood and agreed by the parties that in holding funds for this
development, United Securiry Bank is not serving as guarantor for any additional costs
incurred by the County of Spokane in the completion and acceptance of the above-named
improvements.
ACCEPTED AND APPROVED - This 27th day of August, 1996
WTH Development L.L.C. United ecurity Bank
n
By: By: ~'=G~'~/
Vice President
OFFICE OF TBIE SPOKANE COUNTY ENGINEERS
By:
P O Box 105, Chewelah,~lbr'A 99109-0105, (509) 935-6789 • P.O. Box 229, Colville, WA 99114-0229, (509) 684-5017
P O Boz 107, Ione, WA 99139-0107, (509) 442-3516 • P O Box 519, Kettle FeUs, WA 99141-0519, (509) 738-2393
9506 N Newport Hwy., Spokane, WA 99218-1200, (509) 467-9084 • Mortgage Department (509) 467-2421 • Adminisvation (509) 466-9619
14306 E. Sprague Ave. Spokane, WA 99126-2142 (509) 927-3028
.
BOND ESTIMATE PROJECT Riverwalk 6th P1414E NAME pl DATE 19-Aug-96 '
DRAINAGE ITEMS UNITS QUANTITY PRICE COST
1) Drywell - Type A EA 3 1250.00 3750.00 :
2) Drywell - Type B EA 2 1560.00 3120.00 ~
3) Grate - Type 1 EA 315 00 0.00 4) Grate Type 2 EA 340.00 0.00
5) Grate - Type 4 EA 5 300.00 1500.00 ~
6) Backfill For DW CY 170 16.00 2720.00
7) Concrete Inlet EA 750.00 0 00 •
8) C.M. Pipe 10" Dia. LF 23.00 0.00 .
9} C.M. Pipe 12" Dia. LF 27.00 0.00
10) C.M Pipe 15" Dia. LF 27 80 0 00
11) C. M Pipe 18" Dia. LF 31 50 0.00
12) Precast Manhole EA 1500.00 0.00
13) Solid lid EA 310.00 0.00
14) Pond Excavation CY . 116 10.00 1160 00
15) Sod SF 3130 0.70 2191.00
NON STAUDARD DRAINAGE ITEMS
1) Wilbert Vault Curb Inlet EA 250.00 0 00
2} Ditch Exc2vation CY 5 10.00 50.00
31 0.00
4) 0.00
5) 0 00
6) 0 00
DRAINAGE SUBTOTAL 14491 00
16) Monuments EA 5 185.00 925.00
17) Barricade LF 40 33.00 1320 00
18) Street Signs EA 2 85.00 170 00
OTHER SUBTOTAL 2415.00
GRADING, SURFACING, CURB, AND SIDEWALK 19) Rough Grade CY 1891 10.00 18910 00
20) Top Course CY 1030 16.00 16480.00
21) Base Course CY 16 00 0.00
22) Asphalt Concrete Tons 1001 44.40 44444.40 23) Curb Type A LF 7.00 0.00
24) Curb Type B LF 1839 8.00 14712.00
25) Curb Type R LF 8.00 0.00 '
26) Sidewalk . SQ YD 1226 16.70 20474.20
NON-STANQARD ROAD ITEMS '
1) Inspection Services ea 1 4500.00 4500.00 2) 0.00
3) 0.00 •
4) 0.00 '
GRADING AND SURFACING 119520.60
GRAND TOTAL 136,426.60
STREET QUANTITIES
PROJECT NO.- P1414E DESIGNER- IPEC DATE- 8/19/96
PROJECT DESCRIPTION- Riverwalk 6th
STREET # 1
NAME- INDIANA LENGTH- 811.00 FT. WIDTH- 40.00 FT.
BEGINNING STATION = 1967.00 ENDING STATION = 2778.00
INTER # 1 T INCLUDED ISWIDTH = 40.00 SK = 0.00 RAD = 20.00 -
INTER # 2 T INCLUDED ISWIDTH = 40.00 SK = 0.00 RAD = 20.00 _
TERM # 1 : CHOPPED
TERM # 2: CUL-DE-SAC STANDARD TEMP RADIUS = 45.00 RADII = 20.00
ITENi MEASUREMENT QUANTITY
SURFACE AREA- 37334.11 S.F.
ROADWAY EXCAVATION 1.25 FT. 1728.4 C.Y.
CRUSHED SURFACING TOP COURSE 0.67 FT. 921.8 C.Y.
CRUSHED SURFACING BASE COURSE 0.00 FT. 0.0 C.Y.
ASPHALT CONCRETE 0.33 FT. 944.9 TONS
CURB TYPE B EXISTING 0.00 FT. PROPOSED 1618.8 FT.
SIDEWALK EXISTING 0.00 S.Y. PROPOSED 1079.2 S.Y.
STREET # 2
VAME- GRADY LENGTH- 110.00 FT. WIDTH- 40.00 FT.
BEGINNING STATION = 2850.00 ENDING STATION = 2960.00
TERM # 1 : CHOPPED
TERM # 2 : CHOPPED
ITEM MEASUREMENT QUANTITY
cURFACE AREA- 4400.00 S.F.
ROADWAY EXCA4A^1ION 1.00 FT. 163.0 C.Y.
CRL'SHED SURFACING TOP COURSE 0.67 FT. 108.6 C.Y.
CRUSHED SURFACING BASE COURSE 0.00 FT. 0.0 C.Y.
ASPHALT CONCRETE 0.17 FT. 55.7 TONS
CURB TYPE B EXISTING 0.00 FT. PROPOSED 220.0 FT.
SIDEWALK EXISTING 0.00 S.Y. PROPOSED 146.7 S.Y.
TOTALS ROADWAY EXCAVATION 1891.4 C.Y.
CRUSHED SURFACING TOP COURSE 1030.5 C.Y.
CRUSHED SURFACING BASE COURSE 0.0 C.Y.
ASPHALT CONCRETE 1000.6 TONS .
CURB TYPE B , 1838.8 FT. ,
SIDEWALK 1225.9 S.Y. :
f
US~ UNITED
September 6, 1996 "I1'~IIIIII BANK ~TY
We'rc Banking On Our Community Resources
Altmlrt, F D l C.
Beneficiarv: AAplicant:
Spokane County Engineers WTH Development LLC
1026 West Broadway Avenue f Riverwalk 6th Addition
Spokane, WA 99260-0170 File #PE 1414E
Attn: Dave Berto Spokane, WA '
LETTER OF CREDIT NUMBER: 19
Expiration Date: September 6, 1997
At: iJNITED SECURITY BANK "
9506 N. Newport Highway
Spokane, WA 99218
Loan No. 5211362
Amount:
Not Exceeding U. S. Dollars: ONE HUNDRED T'IEIRTY ONE THOUSAND NINE
HUNDRED TWENTY SIX AND N01100 DOLLARS ($131,926.00).
We hereby issue this irrevocable standby letter of credit for RNERWALK 6T'H ADDITTON,
available by your draft drawn on us and accompanied by the following documents:
1. A signed statement from the Spokane County Engineer's Office reading exactty as follows:
"I, the undersigned duty authorized representative of Spokane County Engineer's
office, hereby certify that the draft drawn under this letter of credit represents the amount
of money required to complete the installation of roadway improvements, including
~ grading, gravel, paving, curbs, sidewalks, storm drainage, drainage swales, monuments,
street signs andlor other work as is incidental and related thereto in accordance with the
drawings and specifications as submitted to and approved by the Spokane County
Engineer's Office."
2. The original of this letter of credit.
P.O. Box 105, Chewelah, WA 99109-0105, (509) 935-6789 • P.O. Box 229, Colville, WA 99114-0229, (509) 684-5017
P.O. Box 107, Ione, WA 99139-0107, (509) 442-3516 • P O. Boz 519, Kettle Falls, WA 99141-0519, (509) 738-2393
9500 N. Newport Hwy., Spokane, WA 99218-1200, (509) 467-9084 • MoRgage Department (509) 467-2421 • Admmistration (509) 466-9619
14306 E Sprague Ave, Spokane, WA 99126-2142 (509) 927-3028
~
~r
September 6, 1996 Page Two
Saecial Conditions:
1. Any and all banking charges other than those of the issuing bank are for the account of
the beneficiary.
2. It is a condition of this letter of credit that it shall be automatically eartended, without
amendment, for an additional period of one year from the present expiration date or
each fuhue expiration date, unless we have notified you in writing not less than thirty
(30) days before such expiration date, that we elect not to renew this letter of credit.
All written notification shall be sent via registered mail.
Drafls drawn under this credit must bear the clause: "Drawn under United Security Bank,
Letter of Credit #19".
This credit is subject to the "Uniform Customs and Practice for pocumentary Credits" (1993 revisions) International Chamber of Commerce Publication No. 400.
We hereby engage with you that draft(s) drawn and/or documents presented and negotiated under
and in compliance with the ternis of this irrevocable standby letter of credit will be duly honored
upon presentation to us.
The amount of each drawing must be endorsed on the reverse of this credit by United Security
Bank.
A charge of $25.00 will be deducted from the proceeds of any drawings presented with
discrepancies. Sincerely, -
United Security Bank
Louise Robeson
Vice President
LR:dI
. p~ l G l i•/ ;v o rJ~
" BOND ESTIMAO
PROJECT Riverwalk 6th P1414E NAME pl DATE 40WNy0ik- 0(r g ~
DRAINAGE ITEMS UNITS QUANTITY PRICE COST
1) Drywell - Type A EA 3 1250.00 3750.00
2) Drywell - Type B EA 2 1560.00 3120.00
3) Grate - Type 1 EA 315.00 0.00
4) Grate Type 2 EA 340.00 0.00
5) Grate - Type 4 EA 5 300.00 1500.00
6) Backfili For DW CY 170 16.00 2720.00
7) Concrete Iniet EA 750.00 0.00
8) C.M. Pipe 10" Dia. LF 23.00 0 00
9) C.M. Pipe 12" Dia. LF 27.00 0 00
10) C M. Pipe 15" Dia. LF 27.80 0.00
11) C.M. Pipe 18" Dia. LF 31.50 0.00
12) Precast Manhole EA 1500.00 0.00
13) Solid lid EA 310.00 0.00
14) Pond Excavation CY 116 10.00 1160 00
15) Sod SF 3130 0.70 2191.00
NON STANDARD DRAINAGE ITEMS
1) Wilbert Vault Curb Inlet EA 250.00 0.00
2) Ditch Excavation CY 5 10.00 50.00
3) 0.00
4) ' 0.00
5) 0.00
6) 0.00
DRAINAGE SUBTOTAL 14491.00
16) Monuments EA 5 185.00 925.00
17) Barricade LF 40 33.00 1320.00
18) Street Signs EA 2 85.00 170.00
OTHER SUBTOTAL 2415.00
GRADING, SURFACING, CURB, AND SIDEWALK
19) Rough Grade ' CY 1891 10.00 18910 00
20) Top Course CY 1030 16.00 16480.00
21) Base Course CY 16.00 0.00
22) Asphalt Concrete Tons 1001 44.40 44444.40
23) Curb Type A LF - 7.00 0.00
24) Curb Type B LF 1839 8 00 14712.00
25) Curb Type R LF 8.00 0.00
26) Sidewalk SQ YD 1226 16.70 20474.20
NON-STANDARD ROAD ITEMS
1) Inspection Services ea 1 4500.00 4500.00
2) 0.00
3) ' 0.00
4) 0.00
GRADING AND SURFACING 119520.60
GRAND TOTAL 136,426.60
h
ti
BOND ESTIMATE PROJECT Riverwalk 6th P1414E NAME pl DATE 19-Aug-96
;
~
DRAINAGE ITEMS UNITS QUANTITY PRICE COST ,
1) Drywell - Type A . EA 3 1250.00 3750 00
2) Drywell - Type B EA 2 1560.00 3120.00 ~
3) Grate - Type 1 EA 315.00 0.00 x•
4) Grate Type 2 EA 340.00 0.00 -
5) Grate - Type 4 EA 5 300.00 1500.00 •
6) Backfill For DW CY 170 16.00 2720 00 .
7) Concrete Inlet EA 750.00 0.00 ~
8) C.M. Pipe 10" Dia. LF 23 00 0.00 ~
9} C. M. Pipe 12" Dia. LF 27.00 0.00
10) C M Pipe 15" Dia LF 27.80 0.00
11) C.M. Pipe 18" Dia. LF 31 50 0.00 ~
12) Precast Manhole EA 1500 00 0.00 ~
13) Solid lid EA 310.00 0.00 Y
14) Pond Excavation CY 116 10.00 1160.00 ~
15) Sod SF 3130 0.70 2191.00
NON STANDARD DRAINAGE ITEMS ~
~
1) Wilbert Vault Curb Inlet EA 250 00 0.00 y2) Ditch Excavation CY 5 10.00 50.00
3) 0.00 ~ 4) 0.00 ~
5) 0.00
6) 0.00
Y.
DRAINAGE SUBTOTAL 14491.00 16 Monuments EA
) 5 185.00 925.00
17) Barncade LF 40 33 00 1320.00 ~Y
18) Street Signs EA 2 85.00 170.00
,
OTHER SUBTOTAL 2415.00 =
GRADING, SURFACING, CURB, AND SIDEWALK
19) Rough Grade CY 1891 10.00 18910.00
20) Top Course CY 1030 16.00 16480.00
21) Base Course CY 16.00 0 00 22) Asphalt Concrete Tons 1001 4440 44444.40 '
23) Curb Type A LF 7.00 0.00
24) Curb Type B LF 1839 8.00 14712.00
25) Curb Type R LF 8.00 0.00
26) Sidewalk SQ YD 1226 16.70 20474.20
NON-STANDARD ROAD ITEMS
~hr
1) Inspection Services ea 1 4500.00 4500.00
2) 0.00 i'
3) 0.00 x
4) 0.00 ~ •
~
r
GRADING AND SURFACING 119520.60
~r
GRAND TOTAL 136,426.60
~
'r
STREET° QUANTITIES
~
PRC]JECT N+p. P1414E DESIGNER- IPEC DATE- 8/19/95 ~
PROJECT DESCRIPTION- Riverwalk 6th
q
STREET # I ~
NAME- INDIANA LENGTH- 811.00 FT. WIDTH- 40.00 FT. ~
SEGINNTNG STATION = 1957.00 ENDING STATIQN = 2778.00 ~
IN'I"ER # 1 T INCLiJDED ISWIDTH = 40.00 SI{ = ❑.0❑ RAD = 20.00 INTER # 2 T INGLTJDED ISWYD'FH = 40.00 SK = 0.00 RAD = 20.00
TERM # 1 : GHOPPED ~
~
TERM # 2: CCTL-DE-SAC STANDARI] TEMP FAUIUS 45.00 RADII W20. 00 ~
~
ITEM MEASi]rREMENT ~UANTITY
~
~SURFACE AREA- 37334.11 S. F.
RaADWPaY EXCAVATIC]Id 1.25 FT. 1728.4 C. Y.
~
CRUSHED SURFACING TQP CaURSE 0.67 F'I". 921.8 C. Y. CRUSHED SURFA,CI NG SAS E COT)RS E 0.00 FT. 0.0 C. Y.
ASPHAL'I` CONCRETE 0.33 FT. 944.9 T[]NS ~CURB TYPE B EXISTING 0.00 FT. PROPOSEa 1618.8 FT.
SII}EWALK EXISTING 0.00 S. Y. PRDPDSEU 1079 . 2 S. Y.
~c
STREET # 2
NAME- GRADY LENGTH- 110. 00 FT. WIDTH-- 40.00 FT. -
BEGI1dNING STATIOtd W 2850.00 ENDING STATIO$i = 2960.00 'I'ERM # 1 : CHDPPE~
~~RM # 2 : CHflpPED
ITEM MEASLJREMENT QUANTITY
TAREA- 44~Q.~0 -5_F_..~.-----------------__-------
SURFACE
ROADWAY EXCAVATION 1.00 FT. 163.0 C.Y. ~
CRUSHED SuR.FACING TOP Cl7URSE 0.67 FT. 108.6 C. Y.
CRUSHED SURFACING F3ASE CCDURSE 0.00 FT. 0.0 C. Y.
piSPHALT CONGRETE 0.17 F'Y' . 55.7 TONS
CURB TYPE H EXISTING ❑.Qd FT, PRaPDSEd 220.0 FT. ~
SIDEWALK EXISTING 0.00 S. Y. PRQPrJSED 146.7 5. 3L .
-
~i.
TUTALS
RDADWAY EXCAVATI❑N 1$91.4 C.Y. ~
CRUSHED SiTRFACING TOg C{}LIRSE 1030.5 C, Y.
CRUSHED SLTRFACING BASE GQURSE 0.0 C.y,
ASPHALT GdNCRETE 1000.5 TC]NS f
CURS TYFE B 1$38.$ FT. .,y
SIDEWALK 1225.9 S.Y. apL
L(
~l
IwJ:
4
l'
CONSTRUCTION STATUS
PROJECT NAME F4Ve12ftL•6'L(~ PROJECT
SITE ADDRESS A,l~ IWIl.4, #LOTS , #ACRES
I PARCEL #
ROAD NAMES -I1-%T)thn* kfr-
SPONSOR CONSTR. $NGR.
NAMB lmUrLSrm~NAME pav~ &N3f~(S
COMPANY COMPANY
ADDRESS ADDRESS
CITY CITY
STATE/ZIP STATE/ZIP
PHONE / fax PHONE / f ax
eMAIL eMAIL
PERMITS ISSUED
PERMIT # DATE DATE TO SCOPE
DATE ITEM INTITALS
Insp Bond atv: Posted:
Construction
Started: Completed:
Certification Documents
Submitted: Accepted:
Final Inspection (all Punchlist items comptete)
IInspection Bond Released:
Construction Bond Released:
#OF-* 00 ~
,
11 G~T ~t b P.rz,ov✓i~5 -t~Z ~ 3 ~2b. Z~ ~,eq6 ~ ea~/P ~~c,~~ ,
9fC
.
2-7 Wk~ flwu 49 (7A1tv96-6N246)
er 77Jir1Jr-,-'> j:~ i1- L -POGJM r-AIYS
/ I qj!'T-->JLr"D 60(V157-~l~01 ~a I ~ ~ee~o-c~ Paoc:~ w
,5 1091 ~a►~ ocamolIN4 eoTcM~ f,,e- 04-4(br( )&,,~o ~
~ I
~
RE4,$ ~ ~ ~ ED J
R 6 A L t ! T A T R DEC 3 0 1996
SPOKANE COUWTY EP1GiNEER
PJACK DATE
FAX NUMBER OF PAGES
INCLUDINC COVER SHEET:
TO: FROM: pl'Qq S~ I r
(yklah~
~ Tomlinson Black North Town
5122 N. Division
Spokane, WA 99207
PHONE ( 509 ) 483-7400
FAX ( 589 ) 489-2416
PHONE ( ) e•mail - tombint&b.com
Fax c ) 4q --6 $ yv http://www.tb.com
CC:
R,EMARKS:
/
<
PM JOB #
CC: Llst In;tials
1
. Rccordtd et the Rcqucst of;
ASer Rocording, Raum to:
WTH DEVELOPMENT. L.L.C.
c/o Mict Huvne
Tomlinsoa Blmck 4061685
5122 North Division St. Qigi: 1 0f 6
spokaae. washington 99207 1 1211311996 11,24A
11R ! I- Ikl flD" fY~J t11 M Cn+kae» P.n Y(d
-~ams=riaac====--==°-_____=-=-=x====_o=~-~=c~_c_c.~
~e 1 af 4 oa¢eg
SLTPPI,EMENTARY DECLARATION OF COVENANTS, CONDITIONS,
RESTRICTIONS, AND EASEIWINTS FOR RIVERWALK
THIS SUPPLEMEIVTARY DECLARATION IS made this 3 day of December,
1996 by WTH Development, LLC, a Washington Limited Liability Corporation
("Declarant").
RECITALS
A. I?eclarant is the developer of certain real property in Spokane County,
Washington, commonly known as "River Walk" thai is being developed for single
family residential purposes. Such real praperty is subject to a Declaration of
Covenants, Conditions, and Restrictions for River Walk as recordcd on iuly 25, 1995
under Spokane Counry Auditors number 9507250312 as modified by a Supplementary
Declarations as recorded on April 12, 1996 under Spokane Counry Auditors number
96042067, Volume 1844, page 1912 ("Declararion").
B. Section 9.1 of the Declaration provides that, from time to time, the Declarant
may unilaterally subject addidonal property to the provisions of the Dsclaradan by
reeording a Supplementary Declaration describing the property to he subject to the
Declararion. Declarant now desires to subject additional properry to the Declaration.
S[JPPLEMENTARY DECLARATION FOR RIVER WALK
1. Declarant hereby declares thai the property, legally descrebed on the
Supplementary Exhibit "C" attached hereto ("Sixth Addition" Lots) will be held, sold,
and conveyed subject to, and burdeneti by, ali of the covenants, conditions,
restrictions, easements, tenns and provisions of the Declaration. All provisions of
such Declaration shall te binding upon all parties ltaving or acquiring any righi, title,
or interest in the Sixth Addition Lots or any part theseof and shall is:ure to the benefit
of the Owners thereof and to the benefit of the Association, and are intended to be and
shall in all respects be regarded as covenants ronning with the land.
pgQe 2 caf 4 naQes
2. This supplemuritary Declaratinn shall cvnstitute an arnerdment of and supplement
to the Declaration in alI respects necessary to subject tte reM propertY described ott the
atr.ached Snpplementary F.xhi6it °C" to the Dwlaration. All referencss in the
Dectaratian m r+eaD properry described on Exhibit "C° tu the Declaration sInall be
deemed to include that real propert}i described on the anached 5upplementary Exhibit
HCH^
3. The terms used in this 5upplementary Dectaration shall have xhe sarne meaning as
set forth in the Declaratian, unless the +consext requircs vtherwise.
4. Except as specffically amended or madified taereia, aU other terms and proirisions
af the Declazatian remain in fult forr+cee and effect. I7eclarant:
WT`H DEVE3.:DPMENT, L.L.C.
waahingloa 1..v6cca l,.abfty Carpuration
.
by UA W
Ro ;rt. ~omlinscm
Mike Hume
titte: --Vizk4~
~ r
by 4z/
Bryan W r
title:
4061685
Page; 7 trf 6
12113fl9m 11:24
w~u nrv~~ n+~ur - rnu c, ~ a, c,~~~np r,~ r~
pALre 2 *A:-OeS •
Declarant:
Stanton-Spokane Limited Partnership.
A wgsn;nstm Limitea Partnersn;P
By Stanton Development Company
A Washingtor► Corporation, iu GcncrnI Partnrt
by:
Name:
Title:
By Dean Building Corporation
A Washington Cocpoialion. 1G! GCIICIaI PIITUICT
~
by:
Name:
Title: P2ti C-S .
' 4061685
Paqe. 3 of 6
1211311996 11:24N
Mt I[R :.6PlIE li k' $13A Soakant Co. IR
~ 4061685
Page: 4 of 6 ,
1211311996 11;24A
MrN be'V~I QP~ li C11v ~ A3.00 Sookant Co. Wl
m 3 0 4 esees
State af Washmgton )
) xs.
Cnunry of Spoksna ) .
Oa this day persuaallY aPieared before me Rubert H. Tomlinsam. w mc known to bs iki ~IL~elw of
WTH Devekrpment, LLC. M W26hingtOu Limitod Liabitiry CospcxaUan that 'uted the foregoing
insavment, md uknowledged euch iastrumtat w be @he f:ee and voluntary act sad dead of such limited
lisbiliry cotposaQon, fot the uses and parposos thc.rein meatlooed, and on oath statal ehet he was du}y
awhorizw to execute such inswmenL
Given uader my haad end oKcial seal tlhis day nf Dectmber, 1996.
FffIItod HBIaE f~i7 f'lLIV Q2r ,/7/77a,7
Notary Public in and far the Stateof
Washiington, nsiding ac~onk~~
My commission expires /6- 9w
State of Washington )
} ss.
County of 5poksae )
A
On this day perscmally apprared before me Mgce Hume, W me laOown co be fhe C/ - 7flr' of W'CFI
Developmeat, LLC. a Washingmn I.imited Liabiliry Corpo:ahon that executecl the foregoing mstr=enc,
aad ack[towledged stch iastrumeut oo bt the free and voluntary act aud deed of socb limited liability
eorporatioa, for the usey and ptuposes thareia mmtiaaed, sad on oath stnted that he was duty authorized
to eaxecute sacb iaatrument_
Givta uader my haad and official sesl this 511) day of Doeembet. 1996.
A Z""/'
.%Priated N~Tci~N~-/I/I t~ic..t•,i»lt-~•r
Notary Public in end for t6e State of
Washiagton. raiding at _:~nk 4a r
My commissioa ezpires
State of washingcon )
) ss.
Couu,ty uf Spolcaae )
pn this day personaIIy appeared before me Bryan Walkvr. to me kaowo~wn to be of WTH
Development, Li,C, s Washingtae► Limited Ldability Corporatioa thai execumd the foregoing iastrument,
aad ackaowladged such iastiummt to ba the fr+x and vohmtary act aad dead of such limited corporatioa.
for the um aad puctxisas theccsa menaaned. and on oath stated that he was duly sWhorizad ao execux
such iastrumeat.
civen unaer my hama ana ~~cial seAt mis 5W, dny of DecGmber,19,96.
J .
Pantad Name •-1 A.7 r t/14I'~~r:
Noary Public m and for the State oF
WBShiao.nn res4ing at: :~CrCL;~G
My commisston ezpires 1-/S - 4F..
r~age 3 "A„' of 4 ratas
State of Woshuigcon )
) ss.
Couaty of -"Pbk~~%O
On diis day pcrsonaibr appeared btfore me n_~~f,~»; r 1 ~PC~ r~ , to me known W be the
_pj,rx ,;n~,~~- nf Houslcy Dewelopmeat Corpora~on, a Gcnaal PartsGr of St~mton Develop~nent
Cvmpaay, a Seucral PARnersh'P+ ebe Geaetal Parma of Smnoan-Spokaae Limited Pattnership, a
W&shmgtn 1Qnited pulwtship tbat ezecuted the foregoing insrtvment- and acknowladged svch insnvmwt
tn be the free and vohmtary act and deed of swch lisnited partnership, for the uses and purposed tberein
menboned, and oa oath staced ttut he was dWy authnrized w tzaute such inshumeat
~illlil►
Given und~~~Cial stai diis day of 1996
c~y~~~i
~F ~
~NpT AR y Prineed Neme:
2- --'f' ~ G Notary Publie in and for the State of ~
W a s
Z" P t J BL1G Z-'
h i a g t o n. r e s i d i n g a t: °My Commission expires: Tl ~ l> csc~
1~ -
I~t11tN ~
Srace of Washiagton )
. Couaty of )
~ Erl~t k',►'cd f~ec• , w me Jmowa co be the
this daY Pe~Y aPT~ befurz mc
. of Deaa Building Coiporatioa, a Washmgton corporaQem, a Geaeral Pafter of
St$atoa Develapment ComPanY. ageneM ParMershiP, the Gcneral Partner of Stanton-Spuktae Limited
Partnership, a Washiagtnn lunited parmerslup tu►t executed ehe foregoing insavment, and acknowledged
such instrument to be the free and volumtary nct 8ad doed of such limitad partnership. for the uses and
purposes therein memtiuned, and oa oeth stated that he was duty autltorized w execute snch inaonmunt.
Civea under my head and official seal this !l44dsy of Dacembtt, 6
, ```~~11TRUN~~~~i L~
~t"~. ~Z ~ ruited Name:
.k ,0~o►+ F~ ~j,~ ~Notary Public m and for the State o_ f,__
wQ~N~T A? y~,, p f Vyayhington, residiag at ~i,fp~r.~•~_-
My commission Gxpires: F/! Jr"~ e e u
~ oUBL1G o
~ pT• ~'20~~`~
. ~e;pi
4061685
Page: S of 6
1211311996 1 t :24A
wf I I'VEIa'1F T (Y1Y 5N.M Soakane Ca. Wd
Mge 4 of 4 uarA '
StJPPLEMENTARY EXHIBt1' "C"
to that certain Supplaftntary Declaratioa of Covenants,
Conditions, Restrictions, and Easmmnts for River Walk
(Rlver WaIIc 6th AQdftion)
LEGAL DESCRIPT'ION:
THAT PORTION OF THE 50UTH HALF OF THE SOLJTHWES7 QUARTER AND GOVERl!IMENT
LOTS 5 AND 6 OF SEC7ION 8, TOwNSHIP 25 NoRrH, Rn1vGE as EAST, w.M., MORE
PART[CULARLY DESCRIBED AS FOLLOWS:
BEGINNTNG AT THE MOST NORTHERLY CORNER OF TRACT 'H' OF RIVERWALK FIRST
ADDTI'ION AS PER PLAT THEREOF RECORDED IN VOLUME 23 OF PLATS. PAGES 37
THROUGH 40; THENCE SOUTH 29059'58' EAST ALONG THE EASTERLY BOUNDARY OF
S,yTD RtvERwAi.K PiRST nDDITlON, A DISTANCE OF 159.08 FEET; THErrcE NORTH
60"'02' EAST, A DTSTANCE OF 269.96 FEET; THENCE SOUTH 2905918' EAST. A
DISTANC.E OF 27.01 FEET (REC. 27.00 FEEn; THENCE NORTH 68000'58' EAST; A DISTANCE
OF 61.93 FEET; THENCE NORTH 75o44'58' EAST. A DIS7'ANCE OF 63.00 FEET (REC. 63.30
FEEi); THENCE NORTH 89n48'00' EAST, A DISTANCE 331.53 FEET TO ?HE TRUE POINT OF
BEGINMNG OF TH1S PARCEI. DESCWPT[ON; THENCE IvORTH OOo12'00" WES"T. A
DISTANCE OF 119.41 FEET (REC. 119.34 FEE1'); 'I'HENCE NORTH 02041'03' EAST, A
DISTANCE OF 60.08 FEE'T; THENCE NORTH 00nl2'00' WEST, A DIS?ANCE OF 119.94 FEET
(REC. 120.00 FEEn; THENCE NORTH 89048'00" EAST. A DISTANCE OF 144.50 FEET;
TNENCE NORTH 89048'04" EAST, A DISTNACE OF 443.62 FEET; THENCE SOUTH O1o31'46'
EAST, A DfSTANCE OF 89.27 FEET TO THE BEG3NNING OF A CURVE CONCAVE 'I'O THE
NORTHWEST HAVING A RADIUS OF 30.00 FEET: THENCE SOUTHVVES'IERLY ALONG SAID
CURVE THROUGH A CfiNTRAL ANGLE OF 91019'50' AN ARC DISTANCE OF 47.82 FEET;
THfiNCE NORTH 89048'04' EAST, A DISTANCE OF 185.75 FEET To THE EAST L.INE OF SAID
SOtTtHVVEST QUARTER; TNENCE SOLiTH 010I'46" EAS'T, AIANG SAID EAST LINE. A
DISTANCE OF 179.44 FEET TO THE SOUTH LINE OF GOVERNMENT LOT 6: THENCE SOUTH
89048'04" WEST. ALONG SAIb SOUTH L.INE A DISTANCE OF 548.38 FEET; THENICE SOLTfH
89047'31' WEST, A DISTANCE OF 104.75 FEET TO THE TRUE POINT OF BEGINNING;
TO BE KNOWN AS RIVERWALK S1XTH ADD1TiON;
3ITUATE IN THE COUNTY OF SPOKANE, STATE OF WASHING?ON.
. .
~ ~ . .4061685.
. "
Page: - fi oi_ 6 - -
kT f oFVELo *NT ' 12113N996- ri,24A-
ati Saokane Co. AA
r~
neppnV S 3M1Yw003WK'ritM
at w"v
~o~++~ t~96mu*uA
7T•►o Atu q FoPjc*
.ej pNe DeAlb'ei AiwAmtoD nA JQ Ad7o puiao Wa
W4 a st Woum4bvl buwbojo% fnA Mt3 4uo3 Aram4
aP +ASMY Apaw* emmodS 'g^tmvc0 19 UMM!IN't
Ss a►.nsxods Ao A.uano'3
{ NQLDNu{svm ao A'UXss
TOTAL P.08
_ ~
~
' - -fAA-
~ ~ar
~ •
S P O K A N E_ ,Js° C O U N T Y
DIVIS[ON OF ENGINEERING AND ROADS • A DIVISION OF THE PUBLIC WORKS DEPARTMENT
William A Johns, P.E., County Engineer Dennis M Scott, P.E., Director
March 19, 1997
Todd Whipple, P.E.
Iiilaud Pacific Engineeruig
707 West 7th Avenue, Suite 200
Spokane, WA 99204
SUBJECT: P1414E - Rivenvalk P.U.D. 6th Addition
Plan Chauge Submittal - Drainage Revision at Indiana Ave/Grady Lane
Gentlemea:
We have conducted a bnef overview of your recent submittal of [hese plans. We uote that several items need to be
addressed before we are able to accept this subuvttal:
• Ttie calculauoris will need a signed. dated P.E. stamp. Cilculations for all ciraunage system compouents should
be wcluded.
• The completed "Plan RevLsion Request" form indicated in IPE's cover letter was not received with chis submitcal
package. A"Design Deviauon Request" form may be useci for tlus purpose.
• The plans will need to be signed by the Developer.
• Traffic safery will need to be addressed. The Counry Traffic Engmeer has indicated thac a Type °A" curb with
clranage drops would be acceptable. If a differenc configwation is desired, please coordmate wuh the County
Traftic Engiueer (Bob Bruggeman, P.E.) pnor to resubmittal.
• Mainceuance of the swale will need to be addressed.
• Respousibility for removal of the curb and temporary drainage facilities and restoration of the pavement will
need ro be addressed, and coordma[ed between these plans and the plans for Riverwalk 8th.
• Future submittals should conform ro the eclition of the County Standards governing this projecc (e.g. • 2 copies
of plans, submittal checklis[, ecc.,).
We are also rewning IPE check #12284 m the amount of $30.00 (clated March 18, 1997), which was included with dus
subnuual. Tlus should be included with the uexc submittal. If you have any quesnons, please contac[ Ed Parry, either by
letter, or by telephone at 456-3600.
Sincerely,
William A. Jotns, P.E.
Spokane Counry Engineer
Edw J. , Jr., P.E.
Plan Review Engineer
cc: Project file
Spodane County Ergineer's Office: Ed Parry, P.E., ean Franz, P.E.
Developer: Mike Hume, Tomlinson Black North, 8205 North Division, Spokane, WA 99208
1026 W. Broadway Ave. • Spokane, WA 99260-0170 •(509) 456-3600 FAX: (509) 324-3478 TDD: (509) 324-3166
~
S P C) 1-,- A, z•r 1F- ~ o u N T-k-
DIVtSIcJN []F ENGfN'EEitfNG AND ROADS ■ A DS1+ISicJIV OF TF€E Pi3BLIC WpRF:S D6PnRTMEi<IT
wi3Iiam A. Tohns, P.E., County Engineer Dennxs M. ScQtt, P E, Director
Ai1gl1St 28~ 1996
Todd W'hipple, P. E.
Tniand Pacific Engineering, Inc.
7(]7 West 7th, Suite 200
Spokane, WA 99204
SU&TECT: Riverwalk 6th Addition
Spokane County Praject No. P-1414E
Gentlemen:
We haue conduct.ed a general evaiuation of yaur rECent submi#tal for this praject, and we find that this
submittal appeaas ta meet the minirnum stanc,iards af tfae Spok,avae Caesnry Starulards for Roud artd Sewer
Construciian ("SCRS"). We are, therefare, able ta accept your apprvwai of the plans and calcuiations far this
project.
In accardance with Section 5.02.1) oP the 5CR5, this acmptance valid vn#ii August 28, 1999. The
facilities are not constructed, yau rnay request an extension of the acceptance fgr an additional two years; the
plans shall be revised to retleet current standards prior to granting the extension.
Please nate:
1. The Cvunty's acceptance af thjs submittal does nvt relieve the sponsor or his agents fram any
liability related co pvrtion5 0f the design thai are not in confvrmance with the SCRS, ar which do not foilow
gooi engineering Practice; All pennits and notifications necessary priar to c.onsbruction are the responsibility
of the project 5ponsor andlor his assigned agents; and
2. The Sponsor's Engineer is required ta conduct inspection and testing wark and submit Recvrd
Drawings and inspecrion reparts in accordance with the SCRS.
A set of stamged Sepias are enclosed for your u.se.
~
Sine.ereiy,
Spokane County Pubiic Works
~
I]ean Frana, P.E. ~
Plan Re►+iew & Drainage Engineer
oc: PTOjeet 5pesnsor
5yivia LightFaot - County Pernut Tccfviicmn
Bill Hemmings - County I]evelvpment Services
projmt ile
1026 W. $roadway Ave. • 9gakane. WA 94250-0170 •(504) 456-3600 F,SX. (504) 324•3478 TDD. (509) 324~3166
~
INLAND PACIFIC ENGINEERING, INC.
August 21, 1996
W.O. 96083
Office of the County Engineer
Engineering Development Services
1026 W. Broadway Ave.
Spokane, WA 99260-0i 7a AUG 2 1~~6
Attn: Paul Linneman/Bill Hemmings, P.E. SPOKAPIE COUNn
Re: Riverwalk (PE-1414-81/95)
Riverwalk 6t6 Addition: Acceptance
Enclosed please find two sets of mylars for Riverwalk 6th Addition street and storm ,
drainage plans. Also enclosed is a bond capy with highlighted changes, and a bond copy
without any marks. These plans are being provided for acceptance and incorporate the
latest comments received from Paul Linneman. Please notify this office when the mylars
have been accepted returning one set of the accepted mylars to this office. Thank You.
Sincerely,
INLAND PAC C ENGINEERING COMPANY
` -
.
Todd R. Whipple, P.E.
TRW/jdp
enclosures
cc: Mike Hume, Bryan Walker and Bob Tomlinson, Tomlinson Black Group
file
707 West 7th . Suite 200 2020 Lakewood Drive • Suite 205
Spokane, WA 99204 Coeur d'Alene, ID 83814
' 509-458-6840 • FAX• 509-458-6844 208-765-7784 • FAX: 208-769-7277
-
S P O K A N E C O U N T Y
DIVISION OF ENGINEERING AND ROADS • A DIVISION OF THE PUBI.IC WORKS DEPARTMENT
William A. Johns, P.E., County Engineer Dennis M. Scott, P.E., Director
August 12, 1996
Todd Whipple, P.E.
Inlar.d- °acific Engineering _
Mike Hume
Tomlinson Black North Realty
8205 North Division
Spokane, WA 99208
SUBJECT: P1414E - Riverwalk 6th Addition
Submittal Not Accepted at This Time
Gentlemen:
We have conducted a cursory review of your recent submittal for this project, and we have
found items which do not appear to meet the minimum standazds of the Snokane Countv
Standards for Road and Sewer Construction. We are, therefore, unable to accept your submittal
at this time.
The attached comment list contains items of concern which we discovered during a cursory
review of this submittal. You should be certain, before you resubmit the plans and calculations
for this project, that your submittal meets the requirements of all applicable agencies. When the
plans are resubmitted. nlease mark all chanees on the revised nrint in color.
If you have any questions about this review, please contact Ed Parry at 456-3600. Thank you.
Very truly yours,
William A. Johns, P. E.
Spokane County Engineer
Edward J. Parry, Jr., P.E.
Plan Review Engineer
encls: Plans (1 set)
cc: project file
reviewer (comments only)
1026 W. Broadway Ave. • Spokane, WA 99260-0170 •(509) 456-3600 FAX: (509) 324-3478 TDD: (509) 324-3166
~
~ SPOKANVOUNTY INTERIM ROAD DRAINAGE
SUBMITTAL CHECKLIST
PROJECT # 96083 DATE: Julv 8, 1996
PROJECT NAME: Riverwalk 6th Addition •
PROJECT SPONSOR: TFr Ae
PROJECT ENGINEER: Todd R. WhipDle ~j B (509)458-6840
(Road & Drainage Plans)
PROJECT SURVEYOR: Patrick Moore TEJ o (509)458-6840
(Piac)
PLEASE PROVIDE A RESPONSE TO EACH OF 1'HE FOLLOWIIVG TI`EMS.
GENERAL ITEMS
YaIONo❑w,►❑ 1. A signed "AGRffiVU1VT TO PAY FEES" form has been submitted to Spokane County along with any
applicable plat fees, prior to any pre-design/presubmittal meeting
Yes[OxZ]N/A❑ 2. I have a copy of, and have reviewed the most recent conditions of approvakt~yrEl~(~~5j requirements
. and conditions of approval have been incorporated in this plan submittal. U C~ V G v
PROJECT DFSIGN JU L 0 91996
Y.IErvo0ruA❑ 1. I have completed a minimum of one pre-design meeting with Spokanq5$P4M MMT61fi"Fftneering
Services Engineers where agreement was reached on drainage design approach.
Yes[E,vZIN/A❑ 2. I have included the results of any geotechnical testing that is required by the desigu approach to verify design
parameters.
-We matched egisting
YesC3No❑N/A❑ 3. I have included any required pavement design calculations on new Public roadways as required by the
"SPOKANE COUNTY STAIVDARDS FOR ROAD AND SEWER CONSTRUCTION", latest edition.
Ya1ENoON/A❑ 4. The road and drainage plans comply with the"STANDARD ROAD PLAN" requirements for plan, profile, and
rypical cross section elements contained in"SPOKANE COUNTY S'TANDAIiDS FOR ROAD AND SEWER
CONSTRUCTION" latest edition except as allowed through appmved design deviations.
Ya[E►vZIN/A❑ 5. The drainage report incorporates the minimum requirements for a storm drainage analysis as noted in the GSM
and other items which aze appropriate to demonstrate that the de '~n meets all requirements of the Spokane
County Guidelines fo: Stormwater Management ezcept as allovd through approved design deviations.
YesIgNo❑N/A❑ 6. A complete drainage basin map with time of concentration paths shown has been included with the detailed
hydrology calculations. Drainage basin map shows topograph, proposed drainage features, and conelates with
hydrology calculations.
ve,13xo13rvsM 7. All applicable traffic signing requirements aze met and have been incorporated'in the plan submittal. Yes1@rro0wA❑ 8. I have included copies of all approved DESIGN DEVIATIONS which are required for this project.
Ya[AxZIruA❑ 9. The plans and drainage report are stamped, signed, and dated, and contains, the applicable certification
statement. Yes[SINo❑we❑ 10. I have included an adequate erosion control plan and applicable standard plan notes.
ves❑R Ho❑rvA❑ 11. I have secured approvals from all applicable outside agencies such as fire districts where applicable and have
included proof of their approvals..
vdOxo13wA❑ 12. I have proviided an acceptable means for perpetual maint an p of SO[eet and drainage facilities that is aoceptable
to Spokane County and have secured and included copies of any required easements.
YaMrro0we❑ 13. I have reviewed the plans, 'calculations and other submiual data for completeness, accuracy and consistency and
have submitted two copies of plans and (1) bound drainage report.
(4. Amar-6n~a_wt.
UckplaN 1 A/Mav95 1
-
I tmderstand that ihe requirements ; i above aze the minimum requirements nece ~ to perform a cursory review of the project
plans, and that additional information should be included with this submittal as necessary.
I understand that this submittal will be checked for completeness prior to review, and that it will be returned for further informadon
if it is found to be incomplete.
I understand that this submittal wi11 not be acxepted for review (and placed on the review list) until all requ[red information has
been submitted.
. RECEIVED
Form completed by the responsible Engineer: Todd R. WhiPAle r P. E. - M6
Company: Inland Pacific Engineering, Inc.
SPOKANE COUNTY ENGtNEER
Address: 707 West 7th Avenue, Suite 200 Spokane, WA 99204
Julv 8, 1996 Zip code
Date:
FOR SPOKANE COUNTY USE ONLY SUBMITTAL: Accepted for review. .
Retumed for submittal of the following:
GENERAL TTEM f1 :
PROJECT DESIGN # o" FP4wtQ
t6~ ►tUCt. fD c~~".c. ✓2cd%►co fI ttuyl
CP we.et
(,PaueP ~L1A" V~pr,a,~,~ ~l-.,,frm1 r( 4b1o rA'A ta t,o.
e«,u+~„-~ S~-•I~l Dr,~. l~ w
, .
RESUBMITTAL ITEM ii:
Form returned to:
Company:
Address:
Date:
By: Spokane County Public Works Development Services -tkN ~A 7"v-
/19 I'
~ ~v~ G~ ~ Kl2sQ ~ C~ /)tLGt, " ~ IG ~ G ~'1 Wc-
t4 04U
O Ideed f~ cw~-~ 4rx& MO;H ~
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Uckplatv 1 A/May95 2
~
INLAND PACIFIC ENGINEERING, INC.
7uly 9, ] 996
W.O. 96083
Office af the County Engineer Engineenng Develvpment Services
1026 W Brvadway Av e
Spokane, WA 99260-0170
Attn Ed Farry, P.E.
Re: Riverwafk (PE-1414-81195)
Riverwalk 6th Addition
We would like ta request that the design deviatinn for Riverwalk 2nd and 3rd be extended to
Riverwalk f th. Thank Yau.
Sincerely,
IlNLAND PACIFIC ENGINEERING COMPANI'
► . ~
Todd R W~1Tpple, P E
TltWljdg 4f 12 I.~ ffp
enclQSUres
707 West 7th • 5utte 206 2020 Lakewood Drive + 5uite 205
Spokane,'INA992p4 Cueurd'A1ene, IQ 83974
509-458-5840 • FA% 599458-6844 208-765-7784 • FAX 208-769-7277
1
Ptn. of 55084.9013
P 1414
June 12, 1996
, WATER EASEMENT
The Grantor, INLAND EMPIRE PAPER COTIPANY, for and in consideration
of Mutual Benefits, receipt of which is hereby acknowledged, conveys
and warrants to CONSOLIDATED IRRIGATION DISTRICT NO. 191' a public
corporation of Spokane County, State of Washington, it's successors
and assigns, a perpetual non-exclusive water line easement over, under
and across the hereinafter described lands situated in the County of
Spokane, State of Washington:
A twenty foot (201) Water and Access Easement over, under and across a
portion of the Northwest Quarter of the Southeast Quarter of Section
8, T.25 N., R.45 E., W.M., County of Spokane, State of Washington, the
west line of said easement more particularly described as follows:
~ Beginning at the Southwest corner of said Northwest Quarter of
The Southeast Quarter; thence N.01031'46"W. along the west line
of said Northwest Quarter of the Southeast Quarter a distance of
149.43 feet and terminus of said described line.
The perpetual non-exclusive easement granted to Consolidated
Irrigation District No. 19, its successors and assigns is for the sole
purpose of construction, installing, operating, maintaining,
repairing, altering, replacing, removing, and all other uses or
purposes which are or may be related to the water line. It is
expressly understood and agreed that Consolidated Irrigation District
No. 19 or its successors and assigns shall have the right of ingress
and egress from the property described above for the purpose of
constructing, altering, operating, maintaining, repairing, replacing,
removing or any other uses or purposes which are or may be'related to
the water lines. -
Consolidated Irrigation District No. 19, its successors and assigns at
all times hereinafter, at their own cost and expense, may remove all
crops, brush, grass or trees that may interfere with the constructing,
installing, operating, maintaining, repairing, altering, replacing,
removing and all other uses or purposes which are or may be related to
a water system.
The Grantor's reserves the right to use and enjoy that property which
is subject of this easement for the purposes which will not interfere
with the District's full enjoyment of the rights hereby granted.
Provided, the Grantor's shall not erect or construct any building or
• other structure or drill on a easement or diminish or substantially
add to the ground cover over the easement.
Consolidated Irrigation District No. 19's responsibility for
maintenance shall be confined solely to the easement .
The easement described hereinabove is to and shall run with the land.
This easement will be terminated at'such a time the described area is
platted. ,
1
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IN WITNESS WHEREOF, we have hereunto set aur hands and seal this
day of , 199_. `
INLAND EMPIRE PAPER COMPANY
ACKNOWLEDGMENT
STATE OF WASHINGTON )
)ss
County of )
On this day of , 19 , before me, the
undersigned, a Notary Public in and for the State of Washington,
personally appeared , to me known to be the
of INLAND EMPIRE PAPER COMPANY, a Corporation,
that executed the within and foregoing instrument, and acknowledged
the said instrument to be the free and voluntary act and deed of said
corporation, for the uses and purposes therein mentioned, and on oath
stated that he is authorized to execute the said instrument and that
the seal affixed (if any) is the corporation seal of said corporation.
Given under my hand and official seal the day and year last above
written.
NOTARY PUBLIC in and for the State of
, residing at
My commission expires
2
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INLAND PACIFIC ENGINEERING, INC. July 3, 1996
Mr. Dave Berto
Spokane County Engineer's Office
West 1026 Broadway
Spokane, Washington 99260
RE: RIVERWALK SIXTH ADDITION P.U.D.
IPEC #96083
Dear Dave:
Enclosed for review for final approval, are two copies of
the referenced draft final plat. The enclosed check for
$100 is the plat check fee. Enclosed also is a copy of the
plat certificate and a signed Fee Agreement.
Please call if you have any questions. Thank you.
Sincerely,
INLAND PACIFIC ENGINEERING CO.
~ f
chae E. Mo re MEM/wp
Enc.
707 West 7th . Swte 200 2020 Lakewood Dnve • Suite 205
Spokane, WA 99204 Cceur d'Alene, ID 83814
509-458-6840 •FAX.509-458-6844 208-765-7784 • FAX•208-769-7277
~ -
uo/iz/ao nrlv io:zo rna 0ua.az1 zzzr brUftAINt VALLGY rixb litri wiuui
o t PM JOB #
INLAND PACIFIC ENGINEERING INC. 1-tai q(p0
~ ~ CC: List Initials
June 11, 1996 -a~
W.O. 96083
Mr_ Paul Chase
Fire District No. I
E. 10319 Sprasue Avernie
Spokane, WA 99206
RE: RIVERWALK 6TH ADDTTION
Enclosed pleass find a copy of the road plans for the above referenced project. BVe request
apProval from Fire District No. 1 far this project. Appmval will be acknowledged by signing
below. Please msit and/or fax this ietter back to us.
The road plans fvr Riverwalk 6th Addirion meet the requircments of Fire llistrict No. i.
FIRE DISTWCT AP'PROVAL DATE
lf you have any questions or concerns, please cali Todd Whipple at 458-6840. Thank You.
Sincerely,
IlVLANb PAC1FlC ENGINEERiNG COMPANY ?"A P
]anelle Gonzales, E.I.T.
JDGridg '
Enc. 707 west m, . ss,rte ,too 2020 ukeo.ood D.ive • suite 205
Spokane, WA 99201 Cocur d'Nerre, ID 83614
5094566540 . FNC: 509458-6844 200•765-7784 • FAX: 208J69-7277
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7
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INLAND PACIFIC ENGINEERING, INC. v
March 31, 1997
W.O. 96083
Spokane County Engineers
Engineering Development Services ~ p N'°'
1026 W. Broadway Ave. '
Spokane, WA 99260-0170 iJ97
Attn: Ed Parry, Jr., P.E. ; SPOKAPJE COUPlTY ER'GINEER '
Re: Riverwalk (PE-1414-81/95)
Riverwalk 6th Lot Plans
Dear Ed:
Enclosed please find the lot plans for the above referenced project. They were apparently
overlooked in the submittal process. We apologize for any inconvenience.
Sincerely,
INLAND PACIFIC ENGINEE COMPANY
Susan Murphy, E.I.T.
~
sm
enc.
cc: file
J. I DocumenJs 19608311olplans
707 West 7th • Surte 200 2020 Lakewood Dnve • Suite 205
Spokane, WA 99204 Coeur d'Alene, ID 83814
• 509-458-6840 • FAX 509-458-6844 208-765-7784 • FAX 208-769-7277
-
72.50'
. O
I
i
SCALE: 1" =20' rn a~i
0)
~
POND BOTTOM ELEV. = 2027.25
POND BOTTOM AREA = 210 SQ.FT.
'208' VOL. REQUIRED = 122 CU.FT.
'208' VOL. PROVIDED = 127 CU.FT.
BOUNDARY OF LEVEL •
FLAT BOTTOM AREA
, 5' DRAINAGE '
EASEMENT
t 2.00'
10' UTILITY AND ,°r,
DRAINAGE EASEMENT oI 7-------------- --=-A '
RIGHT OF WAY o I" '
72.50' L7' 4'
.i^y A:k'• ~Y
M"
i
Kn t
~ CURB INLET TYPE 2
' STA. 20+38 LT.
t*+ T.C. = 2028.52
20 '
25-462 INDIANA AVENUE
Fss~4NAl
- MaMREs 9 24 ~
10 ~ INLAND a~LOT 1, BLOCK 1 ~
P~ciFic
ENGUNEERINO RIVERWALK 6TH. ADDITION
~
707 w.st 7tn • suit• 200 (sos) 458-6M DATE: 03/20/97
` Spokara, WA 99204 F11X: (309) 438-6844OF
\ /
0 1
.
72.00'
o :
i
st d
SCALE: 1" =20'
rn A rn
-
POND BOTTOM ELEV. = 2027.25
POND BOTTOM AREA = 210 SQ.FT.
'208' VOL. REQUIRED = 122 CU.FT.
'208' VOL. PROVIDED = 127 CU.FT.
BOUNDARY OF LEVEL
FLAT BOTTOM AREA ,
5' DRAINAGE
EASEMENT
12. 00'
10' UTILITY AND
-j~ , I~ pRAINAGE EASEMENT
--i--1-7l .
~
o -RIGHT OF WAY
~ i 72.00'
4' q
o R. W H A
z,
' .y1
INDIANA AVENUE 25.s2
NAl
IEXPKS 9841JIt 1 ,
J
INLAND ~ LOT 2, BLOCK 1 \
PAcFic RIVERWALK 6TH. ADDITION
~ ENGINEERINGI '
707 w.n 7cn • suit. soo (sos) 458-6840 DATE: 03/20/97
\ sPokon., wA 90204 FAX: (309) 458-6844 / ` J
. , • g'r ~`4- `y' y'tlr
~
E 72.JO' ,
O
~
t
a0
a!
y 3 ~
SCALE: 1"=20' a
rn
ai
POND BOTTOM ELEV. = 2029.50 ~
POND BOTTOM AREA = 225 SQ.FT. _o
'208' VOL. REQUI'RED = 134 CU.FT. -
'208' VOL. PROVIDED = 135 CU.FT.
r" ~
. :WUNDARY OF LEVEL
; FLAT BOTTOM AREA
i
i 5' DR141NAGE
r EASEMENT 12.50'
i
U)
; 10' UTILITY AND
, DRAINAGE EASEMENT ~ i.s,
- ~ rL-~, -
~ RIGHT OF WAY o •
; 72.58' V 7.5'
' 4'
Rwn SPOKANE COUNTY STANDARD B-9
CURB INLEf TYPE 2
~ STA. 21 +84 LT.
. , T.C. = 2029.69
21
-
~o,~•~, ~FS ~ ~o INDIANA` AVENUE
ss~ONAI E~~
\ IEXPIRES 9/24/~ ~ 96083 J
INLAND a N
LOT 3, BLOCK 1
PACIFIC
ENQINEERINC3 RIVERWALK 6TH. ADDITION
~
707 west 7tn • Suite 200 (509) 458-6e40 DATE: 03/20/97
` Spokane, WA 99204 FAX: (509) 458-6844..-
` /
, ~
72.25' o - . -
, i
~ - - - ~
S`iALG: 1„ =20'
POND BOTTOM ELEV. = 2029.50
. POND BOTTOM AREA = 225 SQ.FT.
'208' VOL. REQUIRED = 134 CU.FT.
. . '208' VOL. PROVIDED = 135 CU.FT.
BOUNDARY OF LEYEL FLAT BOTTOM AREA 5' DRAINAGE
i 2.50~ EASEMENT .
~ , 0 10' UTILITY ANO
7•5' [DNAGE EASEMENT
' --~--1-
~
[RIGHT OF WAY
72.25' -
I o
4'
- - - w ~
p wA
O
INDIANA AVENUE
. . ,
?z _ -0
2s4a2
. "ONAL
EMRES 9 24 ~
j4 ~ I NLMD ~ LOT 4, B LO C K 1 ~
PAC~ic
ENGIINEERiNO RIVERWALK 6TH. ADDITION
~
707 w..t 7cn • suite 200 (sos) 458-6e4o DATE: 03/20/97
\ Spokone, WA 99204 FAX: (308) 438-684400, \ J
INDIANA AVENUE 23 ~
- - ' _
7174.
54.32'
. ~
' ~
~ -
~,1, ~~----±-----L----
r
v / 1 t
_ SPOKANE COUtV TY STANPARD B-8 !
/ TYPE " 1" CURB INLET `
•o; ~ STA. 29+56.00N RT
T.C. = 2029.86 '
SCALE: 1" =20' ~
~ I I I O
a
~
~ ~ ~ SPOKANE COUNTY STA~I DARD B-1 N
~ ~ TYPE "A° DRYWELL WITkI ~
TYPE "3" !METAL FRAME\ AND GRATE ~
STA. 29+38.25, 26.50' \RT.
• ~ GRATE ELEV. = 2030.00\\
I ~
,
IZIGHT OF WAY
L45 10' UTILITY AND DRAINAGE EASEMENT
~ I I ~ •
.
y ,p 4' BOUNDARY OF LEVEL
E
FLAT BOTTOM AREA
- 101 - ' 87.09'
. lo-.~ 9F~ 5 ~ POND BOTTOM ELEV. = 2029.50
~ss~4NAl E~G 208D VOL. REQU RED = 5240 CU Ff.
'208' VOL. PROVIDED = 323 CU.FT.
\ EXPIRES 9 24
J
10 ,
~ INLAND LOT 1, BLOCK 2 ~
PACIFIC
ENQINEERINQ RIVERWALK 6TH. ADDITION
~ •
707 west 7th • Suite 200 (509) 458-6840 DATE: 03/20/97,
\ SpQkane, WA 99204 FAX: (509) 458-6844~ \
~
- ' ' ~ . . - - - ' . _ _~...~~s y
)
12" C.M.P.
' S = 0.0272
! I.E. (f+l) = 2025.30
I.E_ (S) _ 2423.75
• 25 INQIANA AVENUE
' sPoKaNE =couNnr sr~aARO s-s _
4 CURB INLEf TYF~E 2 .S7A. 25+80.56 ~
T.C = 2028.98
i ~ 4'
~ SCALE: 1°=2~?' d~IGHT OF WAY ss oa'
, 101 UTLETY ANQ
- - - - - 'TDR~4INAGE FASEMEN1f
` - SP0K4AfE COEJNTY' STANDARa 8-1- I
, - TYPE "B" CDRYWELL WITH
TYPE-_ ":f" METAL FRAME AAfb GRATE I y:,~ ~r
.
; - - STA. 25+75.04, 31.50' RT ~ ~ . 16.00'
GFi~4TE ELEV. _ 2027.75 - - - - ~ ~ ~
z~ [0.
sOuNo~RY oF LEVEL
FLaT sarroM AREA
, DRAINACE EASEMENT
~ A - - - -
poND sonUM 14REA °736 SQ.Fr. `208' VOL. RE(~UIREQ = 344 CU.FT.
'208' VOL. PROVIDED = 469 CU.FT
POIdD BC}TTOM ELEV. _ 2027.25
. - - - - - - I
. _ " +W
• p .
, o~ - _ . ~ ~ .
: ~ _
~ - o~, 2W2 i
:
~
65 02'
. w_ NAL ~ . . . - . - - - - - - - - , ~EVM- 9-~-4-
INLAND - i LOY 5B LOC K2 1 ~
' RACIFIC - ' - - - - - - - - - ~
R RIVERWALK fiTH. ADDITION '
ENGINEEFUNQ ,
E 707 w.st A, • s~~~ 200- (509) +58-sa4a - - - ~
~ DA7E: 03/20/9~
~
, vkorra. WA 99204 FA}d: (9Q~1) 4.'48-6844~
- - - - - - - - - - - - - -•.._.Y_~ _ _ - _ . _ - _ Y ;
~
INDIANA Zs AVENUE
' SPOKANE COUNTY STANDARD B-9 CURB INLET TYPE 2
STA. 25+80.56
T.C. = 2028.98
<
.a-
16.007 65.02'N\ i
~ RIGHT OF WAY SCALE: 1" =20'
~ -
g---gi -I- -
~10' l•fTILITY AND
~ NI 5.0
w!2p.34.DRA1NAGE,EASEMENT :
-21.00' - ,
tBOUNDA~Y OF LEVEL
F'tAT- BOTTOM AREA
-f
DRAINAGE EASEMENT
- POND BOTTOM ELEV. = 2027.25
POND BOTTOM AREA = 736 SQ.Ff.
'208' VOL. REQUIRED = 344 CU.FT.
'208' VOL. PROVIDED = 409 CU.FT.
. - ~ W ~
p A A
65.02' 25482
ONAI -
~ E)FIRES 9/24/14 ~
~ ~ INLAND \ LOT 6, BLOCK 2
PACiFic
ENCUNEERINGI R IVERWALK 6TH. AD D ITI 0 N
~
707 w.n 7tn • suic• 200 (509) 458-6840 DATE: 03/20/97
\ Spokorw. WA 99204 FAX: (509) 438-6844~ \ . J
' 82.04' 1 ~
;~5'~ - 17' SIDEWALK &
~ -l7fiILITY EASEMENT
_4,-
i _
- I ` BOUNDARY OF LE,/EL
FLAT BOTTOM AREA
~ SPOKANE COUNTY STANDARD B-1
E ~ NPE B" DRYWELL WITH
TYPE 4 METAL FRAME & SOLID LID
IX STA. 11 +00, 23.5' LT.
• I:~~ I GRATE ELEV. - 2028.39
.-001
38 L.F. OF 12" C.P.E., _
oo1 S=0.0182, IE(N)=2023.72
I IE(S)=2024.43
SPOKANE COUNTY STANDARD
CONCRETE INLET TYPE 2 WITH
w TYPE 2 METAL FRAME & GRATE
Q STA 10+63, 28.5' LT.
GRATE ELEV. = 2027.43
LLJ
o I
.
. :
.......zo~ e.s. / /
• l 10' UTILITY 66 CURB INLET TYPE 2
EASEMENT STA. 10+55.10 LT.
----L------- `,,i ~ T.C.=2028.70
37.01 ~ _rJ',3ib''-" ~2•
- ~ , .
54.12'
SCALE: 1" =20'
cuRe INLEf TYeE-~
~Te 1 o W
-~JQL 2ST,55--L1.(4. O
: 18 T.C.=20~~3.27 . 0 ~
' - -
INDIANA AVENUE
POND BOTTOM ELEV - 2027.97 NAL
TOP OF BERM = 2028.37 '
~ 96083 ~ E~IRES 9 24 ~
~
INLAND LOT 1, B LO C K , 8 ~
PACFic
ENOINEERINO RIVERWALK 6TH ADDITION
~
707 w..c nn • suit. 200 (509) 458-6e4o
~ spokan., WA 99204 F,~; ` DATE: 03/19/9~
tj&gn Pa~ ~9 5 '
• P~ cm Fax Note 7671 Date
~ T From ~ ~py,py~ 5~.`
~ i ~rr~ r Co /Dept ~ ICo
Phone # IPhone #ACb -3&d0
Parry, Ed_ `'~J
Fax 11l1jG,czV ~t„c1.,,L ~Fax #
d 1SICM'T
From: Parry, Ed _ -
Sent: Monday, April 21, 1997 7:53 AM '
I
To: 'Inland Pacific Engineering'
Cc: Berto, Dave; Lightfoot, Sylvia '
Subject: ATTN: Todd Whipple, P.E.: Riverwalk 6th Lot Plans
Importance: High ~
~
We are unable to accept your recent submittal of the Lot Plans for this Project, for the following reasons:
1. Section detads of each pond were not included in the submittal
2. Only one copy of the Lot Plans was submitted
3. A"Submittal Checklist" was not included.
cLD
Please ensure that future submittals include all reqluired items. If you have any questions, piease call Ed Parry
456-3600.
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SPOK;ANE{ ~~i,O'tTNTY INTERIM ROAD~.& DRAINAGE
SUBMITTAL CHECKLIST
PROJECT #i 96083 ' DATE: Julv 8, 1996
PROJECT NAME: Riverwalk 6th Addition ~
PROJECT SPONSOR: TET #
PROJECT ENGINEER: Todd R. Whivvle ~ TgLjL_[502)458-6840
(Raad & Drainage Piaas) ,
PROJECT SURVEYOR: Patrick Moore TET # (509)458-6840
(Plac) PLEASE PROVIDE A RESPONSE TO EACH OF'THE FOLIAWIlNG ITEMS. •
GENERAL TTEMS
resIONo❑N/A❑ 1. A signed "AGREIIVIIIVT TO PAY FEES" form has been submitted to Spokane County along with any
applicable plat fees, prior to any pre-design/presubmittal meeting
I~~m requirements
Ya19xo❑wA❑ 2. I have a copy of, and have reviewed the most recent conditions of approvlot~Sye~
and conditions of approval have tieen incorporated in this plan submittal. V
PROJECT DESIGN JU t ~ 91996
Ya1Er,o❑N/A❑ 1. I have completed a minimum of one pre-design meeting with Spokane^,RpMftftTa*hfiNQ%ineering ~
Services Engineers where agreement was reached on drainage design approach.
Y~,~~~e❑ 2. I have included the results of any geotechnical testing that is required by the desigu approach to verify design
pazameters. Ata pe~'fjj'~'•~'a°D''i° Atz~
-We matched existing
vm❑Na❑N/A❑ 3. I have included any required pavement design calculations on new Public roadways as required by the
°SPOKANE COiJNi'Y STANDARDS FOR ROAD AND SEWER CONS°I'RUCTION°, latest edirion.
YtlMFioyfv~,►❑ 4. The road and drainage plans comply with the"STANDARD ROAD PLAN" requirements for plan, profile, and
v typical cross section elements contained in"SPOKANE COUN'I'Y STANDARDS FOR ROAD AND SEWER
CONSTRUCTION" latest edition except as allowed through approved design deviations. Scc w
,rdMxa❑N/A❑ 5. The drainage report incorporaies the minimum requirements for a storm drainage analysis as noted in the GSM
and other items which are appropriate to demonstrate that the de 'gn meets all requirements of the Spokane
County Guidelines for Stormwater Management ezcept as allo~through approved design deviations.
YnIENoON/A❑ 6. A complete drainage basin map with time of concentration paths shown has been included with the detailed
hydrology calcularions. Dra'~e basin map shows topograph, proposed drainage features, and correlates with
hydrology calculations.-- ' .
Y.114,►M 7, All applicable traffic signing requirements are met and have been inc.oiporated'in the plan submittal.
Ya19no13rve❑ 8. I have included copies of all approved DFSIGN DEVIATIONS which are required for this project.
Ya12IrrZIwA❑ 9. The plans and draiuage report are stamped, signed, and dated, and contains, the applicable certification
statement. YesOrro❑rue❑ 10. I have included an adequate erosion control plan and applicable standard plan notes.
Yo❑g No❑N/AID 11. I have secured approvals from all applicable outside agencies such as fire~&icts where applicable and have
included- proof of their approvals.. ~4Qppvs 41otpoy-
v.❑x ~AII 12. I have provided an acceptable means for perpetual maintenance of street and drainage facilities that is acceptable
to Spokane County and e secured and included copies of any required easements.
~f~ ~
vaMr,o~xt,►0 13. I ve reviewed the plans, calculatio ~and other submittal data for completeness, accuracy and consistency and
have submitted two copies of plans and (1) bound drainage report.
K. ma,chnR.a..wt "A" i
i r
5pokane County Staff Review Checklist
for
Pre-Su bmittal 1VIeeting
Project Name: RWMAIZ (16 105) Praject Number: Ziii_46
Project Spvnsvr: AW At4L"50AI eh,r
Sponsor's Engineer.
Design
Fism: Engineer. 7M AXItVLZ
Meeting I]ate: V~M" 4b Meeting Time: ~
. I -
Cvunty StaffPresent at Meeting: ~7 ~ih~Qd~l
~
Other Meeting Attendees:
~
namelrepresenting ' namelrepresentuig
Ageoull-P.9.
namefrepresenting nanelrepresenttng
The Fallowing Items nced ta be Dfscussed wl the I}esign Engineer
General Items
T. LESt any special requirements listed in the Ganditions of Approval, ETS, ar MDNS.
descrigtion ~ referenr,e
description reference
descnpl"aon reference
description referenoe '
descnptidn reference _
2. fiive Standard Notes to the Design Engineer. Irientify which Special Notes will apply, if any.
i
i
I I
~
I
Road Plans ~
1. Road Classifications and Design Criteria.
~
; #1 ~ #2 #3 ~ #4
r . ~
Street Name . t ~}~(a. ; ~~(~,~,1~ ? G~4/ Ztj :
; s - - r
Classification PWq•M ; Gotft
. . .
Roadway Width, W ° ~ ~
~ . . . . _ _ _ . _
- - . . _ ~
Minimum right-of-way width `
see note (1)
. . . . . . . . . . , .
Min. Horiz. Curve w/ super
. . . , . . . . . . e,.:. . . . .
Min. Horiz. Curve w/o super
ope/Terrain
General Land Sl . . . , . .
. . . . . . . . . .
Design Speed, mph 40 : 30
- . ~
Curb Type & Clear Zone ~
(see Sec. 3.15)
- . . `
_ I
Sidewalk required? (yes/no)
Note (1) Additional right-of-way may be given by the Sponsor.
Discussion*AO-4 "ol 46,4*" A 2SSuN4S dkoky" b" ~tAl 4+'.~'ya.u. ~
,
~Iwv'-4 rbucl
,
WJc¢R, ~ 16 aWtnaAA 10?" t ~ (itAXs ( fWU 5- 1 14 WJ
~ Z)
2. According to the Design Engmeer what is e maximum number of units which will have
access from a single roadway? ~e5D . What is the max. allowed per Sec.1.03? 50
, .~~:M.,., ~a0-1~ ~ ~ Z.
3. Mi~mu~er ection spacing is 300 for ong a Principal or Minor Arterial (per Sec. 3.04),
and 150' for a Collector or Local Access street. What spacing is provided for this project?
4. Are any off-site slope easements needed, or off-site right-of-way acquisition needed? If so,
describe. n n
~,~-~"I ~
u
r WMW I,~~ ~i
5. What type af tum-arounds are nee led? (i,e. eul-de-sac, hammerhead, etc.)
Stree# N'ame ? Turn-around Type ~ LocatiQn
- -
/,U i1~ ~ 1....""'
6. Raad Surfacing Requirements (Sec. 3.16)
a} What methad in detetmining rvad I urfacing reyuirments-dQe s the Design Engineer propose to
use (i.e. AASHT+O Design Methvd, R-value~u~ty thhicknss t~a't~) ar other)?
I
b) Pravide the Design Engr. a cvgy oE'the Svil Sample Procedures, Design RepvrtForrrfat &
Altemate Pavement Design Ta~rPe. f^
7. I7oes the Engineer plan on applying for any Design Deviations? If sv, briefly describe below.
_BLRk tl.c+.~~~•
~
Starrn Drainage
I Basin Map
a} Did the Design Engineer bring ta the meetin,g a basin map? qA . Tf sa, does the basin
map show tvpography and su#f'iciei t infarr~ation tv be usefizl? ~ .
b) I]ves the basin map depict any coritributing off-site runoff flowing antv the prvperty? IVo
Does it appear to be correct? 40-1 If not, explain
I
c} Ts a site visit needed to Verify the Dasan lirrits? Schedule for: .
I
2 Is the site located within the Aquifer SensitiVe Area (ASA)? ~&6 _ What t~3''pe tafwater
yuaiity treatment is propvsed by tHe Design Engineer?
3, What subsurface invesxigations, if anyp are needed with tFus praject to rnake sure the
propased disposal proc,ess will functian as planned
4. Are there downstream conditivns which will affect the design of drainage facilities. If'sa
describe possible mitigative tneasires.
5. Is maintenance access pravided to each `208' svvale or drainage pond? Tf'there is svmething
urtusuaI, what requirements weze giVen t❑ the I7esign Engr.?
~
6. What daes the DevelcaperlEngr. prapose for providing for perpetual maintenance af the
drainage facilities7 Please briefly describe propmsed mechanism, and what is needed tp
accvmplish this.
~r ` r -)'t-
r ►
~
7. Are Erosian Control iVfeasures required r`aith this project. If so, briefly describe applicable
requirements. r
~1 r
~ ~ ~ • , , ~ 4ve4uA. Mill ~ A~a 10 cKIO &Wff
Nr~fe: ~rvide u copy c►f ths coLp~eted U_ u~nent tn 9 ft&Wign Engie at t~e end af theFre-
design naeeting. i
~
5TcgM pe%tj ca4eepr=
be%jj arp4T : 10 ?r
-~5W
A*
PELWC
~64Wft
r ,
WSV'N kV6 ►'fi W
5po!K ~~'k A"7iM 044 1401 ~ &%WWO1 m SIMM5 dF IN7ckI* (P64 C~2) e, 1W'qk-
Grr+~
I
~
INLAND PACIFIC ENGINEERING, INC.
May 6, 1997
W.O. 96083
Spokane County Engineers
Engineering Development Services
1026 W. Broadway Ave.
Spokane, WA 99260-0170
Attn: Ed Parry, P.E.
Re: Riverwalk (PE-1414-81/95)
Riverwalk 6th Addition Plan Change
Dear Ed:
In response to your letter of Apri128, 1997, we are submitting the following:
1.) Riverwalk 8`'' plans signed by the sponsor.
2.) An additional note regarding the sidewalk construction on Lot 8, Block 1 of
Riverwalk 6`h on Sheet 2 of 5 of the Riverwalk 8'b plans.
3.) The sidewalk on Lot 1, Block 1 of R.iverwalk 8' Addition will be built as part of
Riverwalk 6' Addition, as it is within the project limits. Both the Riverwalk 6' plans and
the Riverwalk 8' plans reflect the construction of the sidewalk as part of Riverwalk 6'
Addition.
4.) A completed submittal checklist.
We are requesting acceptance of the submittal at this time. Thank you for your cooperation.
Sincerely,
INLAND PACIFIC ENGINEERING COMPANY
Susan Murphy, E.I.T.
Sm ' ~FCEt VEp ?
enc.
cc: file MAY n 7 1997 Spoi(ANf ~&UF~~ EN6INEER
J. IDocuments19608311e~5 ~ 707 West 7th • Surte 200 2020 Lakewood Dnve • Suite 205
Spokane, WA 99204 Coeur d'Alene, ID 83814
509-458-6840 • FAX. 509-458-6844 208-765-7784 • FAX: 208-769-7277
-
• SPOK:ANE COUNTY INTERIM ROAD & DRAINAGE
- ,T
' SUBMITTAL CHECKLIST
PROJECT # P 1 y l y E DATE: J'r/l /97
PROJECT NAME: RSVEQ4JALK Cn~' Q,pps'rzn N
PROJECT SPONSOR: MtkE N UME Zro mc.,zWs ob► . N n,e-n q TEI BP 7' 71~0 0
PROJECT ENGINEER: S.p Pp TELN 05~ - 6~ y0
(Road & Drainage Plens)
PROJECT SURVEYOR: ~T MQQ~E . L.•S. TEI #
(Plai) "
PLEASE PROVIDE A RESPONSE TO EACH OF T'HE FOLLOWIlVG TTEMS. • (',FNERAi, Pl'EM$
v~ur~Owe❑ 1. A signed "AGREEMIIVT TO PAY FEES" form has been submitted to Spokane County along with any
applicable plat fees, prior to any pre-design/presubmittal meeting
v.Glrvo11N/A❑ 2. I have a copy of, and have reviewed the most recent conditions of approval and any EIS/MDNS requirements
and conditions of approval have been incorporaied in this plan submittal.
PROJECT DESIGN
vaGNo13wA❑ 1. I have completed a minimum of one pre-tlesign meeting with Spokane Counry Development Engineering
Services Engineers where agreement was reached on drainage design approach.
Y.u►vo11ruA❑ 2. I tiave included the results of any geotechnical testing that is required by the design approach to verify design
pazameters.
Ydurro❑N/A❑ 3. I have included any required pavement design calculations on new Public roadways as required by the
°SPOKANE COiJ1VTY STANDARDS FOR ROAD AND SEWER CONSTRUCTION°, latest edidon.
Yd `o❑NIA❑ 4. The road and drainage plans comply with the°STANDARD ROAD PLAN" requirements for plan, profile, and
typieal cross section elements contained in"SPOKANE COUNTI' S'TANDARDS FOR ROAD AND SEWER .
CONSTRUCTION" latest edition except as allowed through approved design deviations.
Ya'Ur,,❑N/A❑ S. The drainage report incorporates the minimum requirements for a storm drainage analysis as noted in the GSM
and other items which aze appropriate to demonsuate that the design meecs all requirements of the Spokane
County Guidelines for Stormwater Management ezcept as allowed through approved design deviations. "
v~~►voON/A❑ 6. A complete drainage basin map with time of concentration paths shown has been included with the detailed
. hydrology calculations. Drainage basin map shows topograph, praposed drainage features, and conelates with '
hydrology calculations. - -
Y6ONZIN/Au 7. All applicable traffic signing requirements aze met and have been incorporated'in the plan submittal.
Ya❑►voCIN/A12 8. I have included copies of all approved DESIGN DEVIATIONS which are required for this project.
YeSUxoONie❑ 9. The plans and drainage report are stamped, signed, and dated, and contains, the applicable certification
statement.
Yes0r,,11Ni,►13 10. I have included an adequate erosion control plan and applicable standard plan notes.
YesUUN,[:Iru,►❑ 11. I have secured approvals from all applicable outside agencies such as fire districts where applicable and have
. included proof of their approvals.. Ye,IYJN,ON/A❑ 12. I have provided an acceptable means for perpetual maintenance of street and drainage facilities that is acceptable
to Spokane County and have secured and included copies of any required easemenu.
v.Ur,o❑N/A❑ 13. I have reviewed the plans, calculations and other submittal data for completeness, accuracy and consistency and
have submitted two copies of plans and (1) bound drainage report.
1 f/r4nlorvl (1/AA~vOC ~
r-I:inderstand that the requirements noted above aze the minimum requirements necessary to perform a cursory review of the project
-.pla I ris„and that additional information should be included with this submittal as necessary.
~ . 7 •
I understand that this submittal will be checked for completeness prior to review, and that it will be retumed for further information
if it is found to be incomplete.
I understand that this submittal will not be accepted for review (and placed on the review list) until all required information has
beeu submitted.
Form completed by the respoasible Engineer: 7-n pp Lk• Ljq=PPLE . . . E.
Company: 110-A .0 eACSFtG EN GrNEE R2 &f,
Address: 7n 7 -iA 5 vn'E ?_Q,-J 5 Po KA 1J E I.c~i4 q 9 Z~y
Zip code
Date: + M,AY 1. 1997
FOR SPOKANE COUNTY USE ONLY
SUBMI'TTAL: Accepted for review.
Retumed for submittal of the following:
GENERAL ITEM : PROJECT DFSIGN # :
_ RESUBMITTAL ITEM
Form retumed to: Company:
Address:
Date:
By: Spokane County Public Works Development Services
Uckplatv 1.0/May95 2 '
2066433475 MURRAY FRANKLYN iNC. F-660 T-781 P-H02 APR 30 '97 12:55
fPR-30-2997 89:57 INLAtm PRCIFIC ENG P.01
P GO=
INLAND PACiFiC ENGlNEERING, lNC.
P"ar ftx Me . 17671 m°4(5akq7
April 30,1997 Doul4 $t" cm S ft%1iw~
W.0.96D83 P~.~ -~'~Jf~d Q
~ L44 -fR~ :!,40
Pacific Pr~ties -34175 Fp`• LW) .4244
14410 BeI-Red Road. ~
Bdlevne, WA 98407 Athm Doug Birch
Rc Rivenvslk 6th Addition ?emporary Poad/RxvenyaDc 8`+ plins
Dear poV:
Ae I mentitorxd to Yoa on the phone Tuesday. Apmi129th, S" Coiurty ie cequiring yow
signatiu+e on the Ritvowalk 8' panian ofthe temPmwx7' Poind Plm dmp for Rimawalk 616
Additioa We had suhmittad a ovpy of the Rivervr►alk 811 plan with the pwlcage W verify tbat tbe
WmporwY Pond wanld be remnved, ana! pe.cnaanaat drainage desi ed fvr the area of Indiana
Avrnue at Hodges Lame wLea Riv~valk 8" is coasaucbed, BY Y s4ctiature below. we liecve
yaur penMi"io* to sign tbe plsa ahe,d aad detail shM fvr the referenced submittal. Todd
will sign for yau.
?banYs for your prvmpt mspoa9c. If you cauid fax t}ris back w mr, I'd appreciate il
Sin~y,
llNLAND PACIFIC ENGINLF,RING COMPANY ~
Susan M
ulPh
Y y -
I)cveloqF's ~ Dabc
cc: ffie
f
.J.•1e.. . .,.~19dQ83L 3, ".'s
Tn7 YNsr 71h - Sv+ft 20D 2p00 La{.. J@m c~ AAe IW
. $pakatMy WA 9O20{ Coeur d'Atene. 063014
. $Q945848i0 • FAX: 9044584e64 Zqd-7a5-77e4 • FN(: 206-76+9-TZ77
TOTAL P.01
~.1PR-29-1997 14:59 INLAND PACIFIC ENG P.01
DATE: •
~ TO:
E
INLAND PACIFIC ENGINEERING CO. i COMPANY:
707-Wesf lth Ave., Suife 200 spo • C,p.' WG
Spokane, WA 99204 ~ FAX NUMBER:
Telephone - (509) 458-6840 324- 3418
FAX - (509) 45M644 i FROM:
S. Mu,rp4A4 qc~og,~
i NUMBER OF PA(3ESt JOB NUMBER
IHCL. COVER PAGE
~ NOTES:
r s
~ ~
QLt~ W\
• ~1 ~ ~J
t~- r ~AtJe- w-66
la.~ zs~ c.,t).ek
.
~
FAX TRANSMISSION ~
~PR-29-1997 14:59 INLAND PACIFIC ENG P.02
RF,QUEST FOR DESIGN DEVIATION
$30.00
DATF APR2L 4. '1497
ROAD NAME CRP/RID ~ •
NAME OF PIAT RIVERWALR 6TIi ADDITION ' pLlt ~ P 1414E
ADDRESS OF BIDG •
NAME OF BLDG PROJEC? BLDG#B9 S 8 T 25 R 45
FEDIItAI1STATTs PROJECT f ~ PR03ECT IJMTfS '
F.XESTING CONDTfIONS: PROPO5ID IIMPROVF,MENTS:
ROAD WID?H
ROAD SURFACE '
AVC}. DAIL.Y TRAH'PIC Gurrent Traffic Coumt Design Yesr Tmffic Crnmt
PROlEC'T DESCRIPTION RIVERWALR bTH ADDITION IS A 4.71 ACRE SUBDIVISION OF 18 SINGLE RESIDENTIAL
LOTS, LOCAM IN THE SOIITH 1I2 OF THE SOUTx 1/4 ADID G04ERNMENT LOT 6 OF SECTION 8,T.25N.
R45 E. W.M. OF SPORANE CODNTY, WASHINGTON.
PROPOSID DFSIGN DEVIATION REQUESTED PLAN CHANGE IS FOR A SEMPORARY POND FIITHIN TAE INDIANA
R.O.N., OFP' THE PAVEMENT AT THE INTERSECTION OF INDIANA AVENUE AND HODGES LANE. ,
JUSTIFICATION: • •
1. DIIE TO AN INABILITY TO OBTAIN AN EASEMENT FROM THE wELCO GRaUP FOR TAE IMPROVEZiENTS
ON HODGES LANE, A TII~ORARY POND IS PROPO. ID AS A P.AN . aN. T.L PERT NENT "2{1R"
AND BOWSTRING REQUIRENENTS HAVE BEEN MET. (SFR ATTA('APn CALCULATIONS.)
2. ONCE TgE RIVERWALK 6TH PLAT IS FINALIZED, THE OFFS
CAN BB OBTAINED, AI3D THIS PLAN CAANGE WILL BE NEGATED. nR'fr.7NAT. DRSTGN AA_S BFF.N
ACCEPTED BY SPOKANfi COIINTY ENGINEERS OFFICE. ,
SUBMIT'fE.DBY INIAND PACIFIC ENGINEERINC COMPANY DATE APR . 4, 1997
pDDRESS 707 WEST 7TH AVENUE SUITE 200, SPORANE, WASHINGTON ZIP CODE 99204
PHONE # r509) 458-6840
s**a** qDbfU41S'TRATIVE VARLANCE FE:E OF S30.00 PAID M SP'OKANE COiJNTY s~~~srs
1QZ6 W BROADWAY, SPOKANE WA 992640170 PHONE (509)456-3600 FAX (509)324-3478
4tEQUEST Wfl.I.WOT BE RE1MWM WfiHOVf EUNDS-
t
- >
M . . . . ~
m
. ~
d , . . . . ~
12284
INLAND PAGFIC ENOINEERING CO., INC. ~
OVR REF. NO. YOUR INYOICE NO. INVOfCE DATE INVOIG£ AMDUNT AMOUNT PAID DfSCOUNT TAKEN NET CHECK AAIOVFlT '
9608-3 03/1. 9/4 7 31). nct :10. 00 0. I)Q - 30. 00
. • • - ~
~
~
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Ve n do r : SPC7tj0~'s SPOi<:faNE COUNTY ENG I NEE:RS Chec k: 12284 Q . . . . . ' - ~~r•-s::^ i
a ~ . .
Z INLANO PACtFIC ENGINEERIHG CO., INC. 122 8 4~'
J 707 W_ 7TH AVE.. SIiITE 200 WA6HINaTON TRUST BANK.
Z SPOKANE. WA 99204 $PqKANE, WA 98210 Tt27° " • ,
(5091 458-8840 28&t261
. . , , . 05827n.
• ' : • • . ' - - - ' • . •~:.i'~•;~';6'` ;
DATE 'CONTROLNO. • •AMO1SPiT'.. • ~ ~ '~:t;~-{,, ~
m . . t?3/.1,.E/.9~. 7,~284.- •3~►..iD~~~ ~:•f;;,.*; ;
. . . • _ • • ' ' . - °e:'` • .r;•'i.~.:
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***TH IftTY -AND NO/ 10U DC1i.LARS*** ~ ~ : . ~ ~ . ~ . . - •.:i :
- PAY ' . . . . - • ~ ` . ' . • . . ~ i{;`•'!' . ir'`"
N T07ME ` . - : ' , • : ; . :i: ~.''r_: .;,ra: r; ~
Q~1 ORO£R OF PQ~,~;ANE COIJNTY ENG I NEERS • ~ ~ INLAND PlICIF1C ElWillEERMACO.; IIU.C;;:":
. , - . . . . ~.GENERAI:AGCOU -s:='• ~ = :
~ . - . - _ ~'~f'~y~::s~~ ;
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p'0 L 2 2B4a' •~i; 25 100 -891: 100976 L. L4311'_'
~L
^co , ' B•SECUAIT► ~8 (NCLUDEO.OETAIIB ON BACK 6 - - '
SPOKANE COUNTY INfiERiM ROAD & DRA►INAGE
~ SUBMITTAL CHECKLIST
PROJECT €f P 141qE DATE: 4-Z 3 `f -1
PROJECT NAME: A tV9CJA'Lk (04k' ADl`rloO Ly PROJECT SPONSOR: TPt rr 41o7--7400
PROJECTENGINEER: ToID4 c.U6kI,P~I.E, P E. Tpr AF q58-(4~40
(Road & Dcainage Plans) PA-r Mwtv, L. S. ~ g5'g-~840
PROJECT SURVEYOR: Et
(Plad PLEASE PROVIDE A RESPONSE TO EACH OF THE FOLLOVPING ITEMS.
GENERAL 1TEIVIS
v,12nOOw,►❑ 1. A signed "AGP:EFMENT TO PAY FEFS" form has been submitted to Spokane County along with any
applicable plat fees, prior to any pre-design/presubmittal meeting
YtS2lx0❑NIA0 2. I have a copy of, and have reviewed the most recent conditions of approval and any EIS/MDNS requiremenu
and conditions of approval have been incorporated in this plan submittal.
, , .
. PROJECT DESIGN
Ya3rrZ]N/A❑ 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 approach.
YaUr,o❑N/A~ 2. I bave included the results of any geotechnical testing that is required by the design approach to verify design
parameters.
Y.~r,o❑N/A❑ 3. I have included any required pavement design calculations on new Public roadways as required by the
"SPOKANE COLJIV'I'Y STANDARDS FOR ROAD AND SEWER CONST'RUCTION°, latest edition.
YpurrOON/A❑ 4. The road and drainage plans comply with the"Si'ANDARD ROAD PLAN" requiremenu for plan, profile, aud
typical cross section elements contained in"SPORANE COUNTI' STANDARDS FOR ROAD AND SEWER
CONSTRUCTION" latest edition ezcept as allowed through approved design deviations.
YJZNo❑NlA11 5. The drainage repoR incorporates the minimum requirements for a storm drainage analysis as noted in the GSM
and other items which ue appropriate to demonstrate that the design meets all requirements of the Spokane
County Guidelines for Stormwater Management ezcept as allovpd through approved design deviations.
v~Ur+o❑N/A❑ 6. A complete drainage basin map with time of concentration paths shown has been included with the detailed
hydrology calculaaons. Drainage basin map shows topograph, proposed drainage features, and conelates with
hydrology calculations.
Y.[1r,o0N/A13"'7. All applicable traffic signing requirements aze met and have been incorporated'in the plan submittal.
va[]r,oEIx,AIET'~ 8. I have included copies of all approved DFSIGN DE'VIATIONS which are required for this project.
Y6U,v,l:]HiA❑ 9. The plans and drainage report are stamped, signed, and dated, and contains, the applicable certification
statement.
YesONaOruA13"" 10. I have included an adequate erosion control plan and applicable standard plan notes.
v62rNo❑N/A❑ 11. I have secured approvals from all applicable outside agencies such as fire districts where applicable and have
included proof of their approvals..
v.13NoC1wA❑ 12. I have provided an acceptable means for perpetual maintenance of street and drainage facilities that is acceptable
to Spokane County and have secured and included copies of any required easements.
vJ? rvo11N/A❑ 13. I have reviewed the plans, calculations and other submittal data for completeness, accuracy and consistency and
have submitted two copies of plans and (1) bound drainage report.
14.
- ry'-LizjeY°-~•
~"d that the requirements noted above are the minimum requirements necessary to perform a cursory review of the project
Flans.And that additional information should be included with this submittal as necessary. -
~ I understand that this submittal will be checked for completeness prior to review, and that it will be retutned for further information
if it is found to be incomplete.
I undecstand that this submittai wifl not be accepted for review (and placed on the review list) tmtil all required information has
been submitted.
Form completed by the responsible Engineer: ~O ~p wµ~PP t~E, ~E.
Company: T-l.ll„AW~ 'pAcL1GLC- ~I.~Ett►J~E~~1~h
Address: ~U • 10~1 1~k Si,l.l.e Zso `~J PO KA43 E , ld)F1 qm204
Zip code Date:
FOR SPOKANE COUNTY USE ONLY
SUBMITTAL: ~ Accepted4a&feview--
Retumed for submittal of the following:
GENBRAI, ITEM # :
PROJECT DESIGN
RESUBMITTAL ITEM "
- > -
~
Form returned to: JAJV^E, r-L' ,
Company:
Address:
Date:
gy: rc) ' .
Spokane County-Mlic Works Development Services
Uckplatv 1.0/May95 2
APR-25-1997 15:13 INLAND PRCIFIC ENG P.02
. ; '
ADDENDUM TO
DRAINAGE REPaRT
for
RIV]Elz'WALK 6T" ADDTTIDN
Spokane Counry, Washington
APRYL.,1997
Prepared by:
ry
Inland Pacifrc Engineering Compan
707 W. 74h Avenue Suite 200, okane, WA 99104
?509)458-682
~ - .
, .
.
~ EXPIRES 9/24/
Todd R. Whipple, P.E.
`
BOWSTRING METHOD PROJECT: Riverwalk 6th Addition /
PEAK FIOW CALCULATION PROJECT Riverwalk 6th Addition DETENTION BASIN DESIGN BASIN: Temporary Basin H
BASIN: Temporary Basin H 10-Year Design Storm DESIGNER: SKM .
Tot. Area 0.13 Acres DATE: 04/07/97
Imp Area 3800 SF
C = 0.90
Time Increment (min) . 5
CASE 1 Time of Conc. (min) 12.32
Outflow (cfs) 0
20 ft. Overland Flow Design Year Flow 10
. Area (acres) 0.13
Ct = 0.90 Impervious Area (sq ft) 3800
L= 20 ft. 'C Factor 0.9
n= 0.40 '208' Volume Provided 176 •
S= 0.020 Area ' C 0.117
Tc = 10 13 min , by Equation 3-2 of Guidelines
Time Time Inc. Intens. Q Devel. Vol.in Vol.Out • Storage
190 ft Gutter flow (min) (sec) (iNhr) (cfs) (cu ft) (cu ft) (cu ft)
Z1 = 50.0 For Z2 12.32 739 1.99 0.23 231 0 231
Z2 1 Type B= 1.0 • ' '
n= 0.016 Rolled = 3 5 5 300 3 18 0.37 150 0 150
S= 0.008 10 600 2 24 0.26 211 0 211
15 900 1.77 0.21 238 0 238
d= 0.147 ft. 20 1200 1.45 0.17 246 0 246
25 1500 1.21 0.14 248 0 248
A R Q Tc Tc total I Qc 30 1800 1.04 012 250 0 250
35 2100 0.91 0.11 250 0 250
0.55 0 07 0.79 2.18 12.32 1.99 0.23 40 2400 0.82 0.10 254 0 254
45 2700 0.74 0.09 256 - 0 256
Qpeak for Case 1= 0 23 cfs 50 3000 0.68 0.08 259 0 259
55 3300 0.64 0.07 266 0 266
60 3600 0.61 0.07 . 275 0 275
CASE 2 65 3900 0.60 0.07 291 0 291
70 4200 0.58 0.07 302 0 302
Case 2 assumes a Time of Concentration less than 5 minutes so that the 75 4500 0.56 0.07 311 0 311
peak flow =.90(3 18)(Imp. Area) = 0 25 cfs 80 4800 0.53 0.06 313 0 313
85 5100 0.52 0.06 326 0 326
90 5400 0 50 006 331 0 331
So, the Peak flow for the Basin is the greater of the two flows, 4 95 5700 0.49 0.06 341 0 341
0.25 cfs 100 6000 0.48 0 06 351 0 351
208' DRAINAGE POND CALCULATIONS
. Required'208' Storage Volume
= Impervious Area x.5 in / 12 iNft 158 cu ft
208' Storage Volume Provided 176 cu ft
DRYWEIL REQUIREMENTS - 10 YEAR DESIGN STOR
Maximum Storage Required by Bowstring 326 cu ft
Number and Type of Orywetls Required 0 Single
ERR Oouble -
. . . ~
BOWSTRING METHOD PROJECT: Riverwalk 6th Addition
PEAK FLOW CALCULATION PROJECT Rrverwalk 6th Addition DETENTION BASIN DESIGN BASIN: Temporary Basin H
BASIN• Temporary Basin H 10-Year Design Storm DESIGNER: SKM
Tot. Area 1.39 Acres DATE: 04107/97
Imp. Area 10970 SF
C = 0.40 .
Time Increment (min) 5
CASE 1 Time of Conc. (min) 7.86
Outflow (cfs) 1
130 ft. Overland •Flow Design Year Flow 10
Area (acres) 1.39
Ct = 0.15 Impervious Area (sq ft) 10970
L= 130 ft 'C' Factor 0.4
n = 0.40 '208' Volume Provided
S= 0.020 Area ' C 0.556
Tc = 5.19 min., by Equation 3-2 of Guidellnes
Time Time Inc. Intens. Q Devel. Vol.in Vol.Out Storage
225 ft. Gutter flow (min) (sec) (iNhr) (cfs) (cu ft) (cu ft) (cu ft)
-
Z1 = 500 For Z2 7.86 472 2.53 1.41 891 472 419
Z2 = 1 Type B= 1.0
n= 0.016 Rolled = 3.5 5 300 3.18 1.77 711 300 411
S= 0.005 10 600 2.24 1.25 947 600 347
15 900 1.77 0.98 1044 900 144
d= 0 199 ft. 20 1200 1.45 0.81 1097 1200 -103
25 1500 1.21 0.67 1117 1500 -383
A R Q Tc Tc total 1 Qc 30 1800 1.04 0.58 1134 1800 -666
35 2100 0 91 0 51 1144 .2100 -956
1.00 010 1.41 2 67 7 86 2.5,3 1.41 40 2400 0 82 0.46 1167 2400 -1233
45 2700 0.74 0.41 1177 2700 -1523
Qpeak for Case 1= 1.41 cfs 50 3000 0.68 0.38 1195 3000 -1805
• 55 3300 0.64 0.36 1231 3300 -2069
• 60 3600 0.61 0.34 1275 3600 -2325
CASE 2 • 65 3900 0.60 0.33 1355 3900 -2545
70 4200 0.58 0.32 1406 4200 -2794
Case 2 assumes a Time of Concentration less than 5 minutes so that the 75 4500 0.56 0.31 1451 4500 -3049
peak flow =.90(3.18)(Imp. Area) = 0.72 cfs 80 4800 0.53 0.29 1462 4800 -3338
85 5100 0.52 0.29 1521 5100 -3579
90 5400 0.50 0.28 1546 5400 -3854
So, the Peak Oow for the Basin is the greater of the rivo flows, 95 5700 0.49 0.27 1597 5700 -4103
1.41 cfs 100 6000 0.48 0.27 1644 6000 4356
208' DRAINAGE POND CALCULATIONS
' Required '208' Storage Volume
= Impervious Area x.5 in / 12 iNft 457 cu ft
208' Storage Volume Provided cu ft
DRYWELL REQUIREMENTS - 10 YEAR DESIGN STORM
Maximum Storage Required by Bowstnng 419 cu ft
Number and Type of Drywells Required 0 Singte
1 Double
208' Pond Calculations .
Project: Riverwalk 6th Addition
Date: 04-Apr-97 •
Designer: S. Murphy
Upstream Carryover Accumul. Pond '208'
'208' Curb Drop Imper. Storage Storage Storage Type/ Storage Carryover
Sub-Basin Station R/L Area Req't Req't Req't Size Provided Downstream
H 25+80 L 3800 158.3 158.3 Irregular 176.0
. ~ ; . ~
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I n I a n d MEMO ❑ PROJECT -RQ---9WAt-14-
P a C I f I C CALC. ❑ JOB N0. -160,P)3 SHEET I OF ~
~ E n g i n e e r i n g MEETING ❑ BY 9,KJ DATE
West 707 7th, Suite 200 Spokane, Washington 99204 OTHER ❑ CHK'D BY DATE
. 509 458-6840 FaY No. 509 458-6844 i ~
RIVERWALK 6TH ADDITION •
CURB INLET CALCULATIONS ,
Curb Inlet Depression = 2 in. _
Standard Curb Inlet Length = 4 ft.
Upstream Gutter Roughnes Reciprocal Depth Length
Curb Drop Impervious Peak Flow Slope Coeff. Cross slope of Flovv Required
Basin Station R/L Area c.f.s. S n ZZ/n dQa/La"_Q/(Qa/LaZ____ _ Remartcs
H 25+80 L 3800 0.25 0.0080 Sump condition
- ,e
Pipe Flow Calculation Pond+Hpto Pond~D"DW
Flow 0.250 cfs Out IE 2023.75
Diameter 1.00 ft In IE 2024.75 .
Slope 0.0175 ft/ft
n 0.0240
L 57 ft d/dia A R Q V
Depth of flow,d 0.9 ft 0.90 0.7445 0.2980 2.73 3.67
Flowing Full 1.00 ft 1.00 0.7854 0.2500 2.56 3.26
Critical Depth 0.200 ft 0.20 0.1118 0.1206 0.25 2.24
Normal Depth 0.210 ft 0.21 0.12 0.13 0.25 2.09
HWc 0.316 ft
HWn 0.311 ft OUTLET CONTROL
HWp ft
.
Backwater calculation sheet - Pond H to DW
PondH-DW
1 Q 0.25
2 Length 57.00
3 Pipe Size 1
4 n 0.024
5 Outlet El. 2023.75 .
6 Iniet El. 2024.75
Slope 0.0175
7 Barrel Area 0: .79
8 Barrel Vel. 0.32
9 Vel. Head 0.00
10 TW El. 2024.35
11 Frict.loss 0.01
12 Entr. HGL El. 2024.36 13 Entr. Head loss 0.00 14 Exit Head Loss 0.00'
15 Outlet Ctrl. El. 2024:36.
Inlet Ctrl. HW 0.999
16 Inlet Ctrl. El. 2025.75
17 Appr. Vel. Hea 0
18 Bend Head Los 0
Junct. HL Coeff 0.00
19 Junct. Head Lo 0.00
20 HW Elev. 2025.75
Grate El. 2028.07
Freeboard 2.32
~ 12" C.M.P. `
. S=0.Ot75
I.E. (N) = 2024.76
25 I.E. (S) = 2023.75
INDIANA AVENUE
' SPOKANE COUNTY STANDARD B-9
CURB INLET TYPE 2
STA. 25+80.56
~ T.C. = 2028.98
4
65.02' 16.0 ~SCALE: 1"=20' RIGHT OF WAY
10' UTIUTY AND
DRAINAGE EASEMENT
SPOKANE COUNTY STANDARD -B-Z °o
TYPE "B" DRYWELL WITH
TYPE "3" METAL FRAME AND GRATE N
1s.oo•
STA. 25+75.00, 31.50' • RT. - ~ L/21.00'
GRATE ELEV. = 2027.75
L `0
BOUNDARY OF LEVEL
' FLAT BOTfOM AREA
DRAINAGE FASEMENT
POND BOTTOM AREA = 736 SQ.FT. ~ 5 ~
'208' VOL. REQUIRED = 344 CU.FT. T In
'208' VOL. PROVIDED = 409 CU.FT.
POND• BOTTOM ELEV. = 2027.25
W 2 -
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10 I NLAND
PACIFIC LOT 5' B LO C K 2 1
~ ENQINEERINQ RIVERWALK 6TH. ADDIPON
707 West 7th • Suite 200 (509) 458-6840 DATE: 03/20/97
; Spokane, WA 99204 FAX: (509) 458-6844~ `
~ ~ - •
~ Inland . ,
Pacifc ~
Engineering Work Authorization
707 W. 7th Ave., Suite 200, Spokane, WA 99204
(509)458-6840 • Fax: (509)458-6844 . . • , - _ ' ,
Please review this information carefully to verify the mutual understanding and terms of this Vl'ork Authorization.
Attach:nenu arplicable to this 1Vork Authorization are checked. Attachments which do not appiy are crossed out.
Provisions of applicable attachments are hereby made a part of this Work Authorization: Please return a signed
original Wark Authorization to Inland Pacific Engineering to authorize the wo:k to F,egin.
Client Name: Mike Httme c/o Tomlinson North Realty . '
, Fhone: '-467-7400
Billing Address: 8205 N. Divislon, Spokane, Washington 99208 . .
Client's Representative: Brian [dalker ' Phone: 467-7400
Representative's Address: Same , ` -
Name of Land Owner: . Phone:- .4ddress of Land Owner: . , ,
Work Description: Construction inspection ner addendum to Attachment "A".
Location of Work- Riverwalk 6th Addition
Cl;ent Will Provide: Approved plans and a11 applicable -consrruction pezm9_ts. DETAILED DESCRIPTIUN OF WORK- SEE ATTACHMENT "A" Z1
GENERAL CONDITIONS: . SEE ATTACHMENT "B" ❑
SPECIAL PRQVISIONS: SEE ATTACHhfENT "C" ❑
FEES AND BILLiNG PROCEUURES: SEE ATTACHMENT "D" gJ
BASIC SCRV;CES FEE: N/A '
SPECIAL SERVICE5 Recommended Budget: $8,035.00 . '
PROCESSMG FEES Recommended Budget: •
Invoices are due and payable on presentation. Invoices are past due 30 days after the invoice date. Interest at the
, rate of 1-1/4% per mont}: computed from the invoice date and compounded monthly will be charged on past due
accounts. 'I'he CLIENT agrees to pay all reasonabie attorney's fees and/or collection costs incurred to collect past
due accounts. The CLIF.NT confirms that he has received copies of all applicable attachments as indicated above
and that ali information included in this Work AuthoriTation is true artd correct.
CLIENT: ~ /I ` •
BY: " Date:
i
BY: nate:
ENGINEER: M D PA Fjj~ff INEER[NG COMPANY, 1NC.
~ ~+`?7'
BY' ~ Date:
Title•
Date W A. Received from CLIENT:
Job Name: Riverwalk 6th Addition Job No.. 96083- (
WORK AUTHORIZATION AMENDMENT TO ATTACHMENT "A"
DETAILED DESCRIPTION OF WORK
Riverwalk 6th Addition (18 Residential Lots)
Construction Inspection
IPE W.O. # 96083-1
Inland Pacific Engineering will perForm Construction Inspection services as outlined below and
charge for said services on the basis of time and expense.
A. ROAD CONSTRUCTION INSPECTION OF: ,
1. Earthwork and Subgrade Preparation.
2. Placement and compaction of all base material.
3. Placement and compaction of pavement.
4. Curb and sidewalk installation.
5. Drywells, inlets, and general facilities.
6. Temporary drainage facilities.
7. Erosion control.
8. Coordination with Spokane County.
9. Preparation and submittal of °Record Drawings".
B. Direct Expense
1. Mileage at $0.30 per mile.
~
Inspection
page 2
2. DESCRIPTION OF WORK
Inspection by IPE personnel or other agency personnel shall not relieve the contractor of his
responsibility to construct the facilities covered by this agreement to the line and grade shown
on the approved plans or as staked by the engineer.
1. The scope of these construction engineering services includes:
A) Periodic observation and reporting of specific construction activities on this
project which include; Bases, Subgrade, Pavement, Concrete Curb and Gutter,
Sidewalks, and Storm Drainage;
B) Maintenance of all construction records related to construction activities outlined '
in paragraph °A" above, which may include; daily inspection reports,
manufacturers' certifications, material test reports, and correspondence;
C) Assurance that the construction of the roads is according to the approved plans
accepted by the Spokane County Engineer, Spokane County General
Provisions, the Standard Specifications, and applicable portions of the WSDOT
Construction Manual;
D) Development of Post Construction Record Drawings for Street and Storm
Drainage Facilities; it is understood the facilities inspected by firms other than
IPE will be certified by those firms in a form acceptable to Spokane County;
E) Coordination of the testing of construction materials for compliance to the
plans accepted by the Spokane County Engineer, Spokane County
General Provisions, the Standard Specifications, and applicable portions
of the WSDOT Construction Manual. Actual materials testing to be
performed by others and billed separately from Inland Pacific Engineering
billing.
2. Prior to acceptance of the roads and drainage facilities by Spokane County, the
Engineer shall submit all construction records and the Record Drawing to the Spokane
County Engineer.
4
a • '
~ ' .
Inspection
page 3
The services described herein will be performed as needed and billed on the basis of time and
expense as outlined in the maximum hourly billing rates by job classifrcation included in the
Work Authorization. You shou(d budget $8,035.00 for the scope of services outlined above
on a one time basis. Brian Walker agrees to provide to IPE or arrange for appropriate
certifications from other firms and to include provisions in their construction contracts to back
charge their contractor for the cost of IPE services which may be required for re-inspection or .
re-testing of facilities which failed to meet the required standards. Billings for said re-
inspections will be carefully identified on IPE's billing to Brian Walker. Brian Walker will be
. responsible to back charge their contractor.
It is also understood that no work shall commence within any portion of the propased Spokane County Right of Way without first obtaining a written permit and approved plans from the
County Engineer. It is also understood that any project facilities constructed without adequate
inspection and documentation by IPE will be removed and reconstructed in accordance with
approved project plans and Spokane County Specifications, or IPE will not be responsible for
project certification or submission of record drawings to the County Engineer.
WORK AUTHORIZATION
ATTACHMENT "D"
BASIC SERVICES AND SPECIAL SERVICES BILLING PROCEDURE
I. GENERAL
Engineering BASIC SERVICES shali be those services which are well defined at
the time of execution of this WORK AUTHORlZATION and for which Inland
Pacific Engineering Company, hereinafter referred to as the ENGtNEER, can
establish a firm BASIC FEE to perform BASIC SERVICES. Unless otherwise
noted, the BASIC FEE shall represent fuU compensation for performance of the
BASIC SERVICES on a one time only basis. The ENGINEER may perform other
services in addition to BASIC SERVICES where the scope of work required is not
well defined at the time of execution of this WORK AUTHORIZATION. These '
additional services shall be referred to as SPECIAL SERVICES and shall be
performed as needed and requested by the CLIENT or his agent on a time and
expense basis. SPECIAL SERVICES FEES based on time and expense shall
mean that the fee charged is computed based on the total number of hours
required by each employee to accomplish the required work plus the cost of non-
wage expenses directly attributed to the project in question, plus 15°/a surcharge
on the invoice cost materials. Fees charged for SPECfAL SERVICES shall be in
addition to the BASIC FEE.
II. FEES FOR BASIC SERVICES
The ENGINEER will present the CLIENT with an itemized invoice each month for
BASIC SERVICES performed the previous month. The amount of the BASIC FEE
charged each month shall be based on amount of time and expense expended
*each month but the aggregate of all BASIC FEES charged on monthly invoices
shall not exceed the TOTAL BASIC FEE. III. COMPUTATION OF FEES FOR SPECIAL SERVICES
SPECIAL SERVICES shall be bil{ed on the basis of time and expense as follows:
A. To compute the time portion of the fee, the total number of hours required
by each employee to accomplish the required work shall be multiplied by
each employee's job classification hourly billing rate. The hourly billing
rate shall include the cost of wages, payroll taxes, personal property taxes,
employee benefrts, office rent, local telephone charges, routine postage
expenses, blueline check prints and documents size copies used internally
to produce the work, depreciation of equipment, miscellaneous office and
Page 1 of 3
~ drafting supplies, vehicular expenses incurred within metropolitan Spokane
area, administrative overhead, and profit.
The maximum houriy billing rates by job classification are as follows:
Job Classification Hourlv Bi{lina Rate
Principal Engineer $95.00
Project Engineer 90.00
Design Engineer 70.00
Junior Engineer/Inspector 60.00
Licensed Land Surveyor 90.00
Survey Coordinator/Designer 64.00
Draftsman 50.00
2 Man Survey Crew with Equipment 91.00
Clerical 32.00
B. The EXPENSE portion of the fee will be for out of pocket EXPENSES
directly chargeable to the project. Examples of EXPENSES which will be
'charged in addition to charges for time are as follows:
1. Use of equipment rented especially for project in question will be
charged at invoice cost plus 15°l0.
2. Travel related to project outside the metropolitan Spokane area .
charged at $0.50 per mile.
3. Per diem EXPENSES for travel, lodging or meals for Inland Pacific
Engineering employees when presence of employee +s required
outside the metropolitan Spokane area will be charged at cost plus
15%.
4. Prints or document size copies produced for the use of CLIENT or
his agents will be charged at the following rates:
a} B{ueline Prints (24 x 36) $ 4.00/sheet
b) Sepia 2nd Originals (24 x 36) $10.00/sheet
c) Document Size copy (8.5 x 11 or
8.5 x 14) $ .25/sheet
5. Materials directly attributed to the project such as maps, survey
stakes, survey monuments, monument cases, etc., will be charged
at cost plus 15%.
Page 2 of 3
. ~
. 6. Fees or EXPENSES paid by Inland Pacific Engineering on behalf of
the CLIENT will be charged at cost plus 15°to.
IV. MONTHLY BILLING PROCEDURE AND FORMAT
The ENGINEER will present the CLIENT with an invoice each month with BASIC
FEES itemized separately from SPECIAL SERVICES FEES and EXPENSES.
Charges will be itemized by category of work performed by all employees
collectively, but will NOT be itemized showing each employee's billing rate and
number of hours worked on the project. Information detailing employee bifling
rates and the exact number of hours worked on the CLIENT'S project wi{I be
made available to the CLIENT if requested. Charges for EXPENSES will be
itemized on each invoice.
Monthly invoices are due and payable upon presentation and are past due 30
days following the invoice date. Interest at the rate of 1'/a°lo per month will be
charged on all past due accounts with interest being calcuiated from the invoice
date. Interest will be compounded monthly. The CLIENT agrees to pay all
reasonable attorney's fees and/or co{lection costs incurred to collect due amounts.
Within 15 days after the invoice date of any invoice sent by the ENGINEER to the
CLIENT pursuant to this project, the CLIENT shall give written notice for any
claimed deficiencies, defects, or lack of performance with respect to services
covered by said invoice; otherwise, said services shall be due according to its
terms as an account stated. The purpose of this provision is to provide a means
of prompt notice so that the ENGINEER will not be prejudiced and can act
expeditiously to resofve any claimed defects, deficiencies, or lack of performance.
Page 3 of 3
. •fOIdLINSON NOl '
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186 09:29
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havc satisfact~ said P~on e~° .
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4pored : .
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INLAND PACIFIC ENGINEERING CO., INC.
a Washington corporation
By: '4 /2~71
Richard L. Mason
President
STATE OF WASHINGTON
COUNTY OF SPOKANE
I certify that I know or have satisfactory evidence that Richard L. Mason is the
person who appeared before me, and that said person acknowledged that he signed this
instrument, on oath stated that he was authorized to execute this instrument, and
acknowledged it as the President of INLAND PACIFIC ENGINEERING CO., INC., a
Washington corporation, to be the free and voluntary act of said corporation, for the uses
and purposes therein mentioned in the instrument.
Dated this _ `t ~day of 199 ~ .
v
,
sTnreo OFFICIAL SEAL
o JUDITH LEO ; (~OTA~ PULIC in and for the State of Washington,
Notary Public - Washington ~ Residing at ~Y
My Commission Expires ~oy October 27, 1997 , My appointment axpires /,o -.=l7-71
vvvvvvvvvvvvvvvvvva
96083 RIVER1yALK 6TH
' ~ • ' r
s.89'48'04'w , -IROPOSED KEYSTONE ~
82.04' TYPE WALL
. 6- A
2~--~
r I BOUNDARY OF LEVEL
FLAT BOTTOM AREA '
PROPOSED 8' WIDE EXISTING SPOKANE COUNTY
SIDEWALK EASEMENT N 3 STANDARD B-1 TYPE °B" DRYWELL
. ~ WITH TYPE 4 METAL FRAME &
~ d SOLID LID. STA. 11+00, 23.5' LT.
GRATE ELEV. = 2028.39
EXISTING 17' WIDE , o
DRAINAGE AND ~ o • z
UTILITY EASEMENT EXISTING CURB INLET TYPE 2
' - STA. 10+80 LT.
!lD T.C.=2028.33
EXISTiNG 38 L.F. OF 12" C.P.E.,
S=0.0182, IE(N)=2023.72
IE(S)=2024.43
c>
EXISTING SPOKANE COUNTY
15' B.s. ~ CONCRETE INLET TYPE 2 WITH
" W & GRATE STANDARD TYPE 2 METAL
Z STA 10+63, 28.5' LT.
• Q fRAME GRATE ELEV. = 2027.43
. ~
~ • EXISTING 17' DRAINAGE &
20' B.S. UTILITY EASEMENT
, ADDING 8' WIDE SIDEWALK
• 6' ~ (n EASEMENT
/ W
. . . . . . . . . -ES((SY1NG . . . . . . . . . . . . . L. - Q _
10 ASEMENTr ~ I
E
- 00ti EXISTING CURB INLET
- `'TYPE 2 STA 10+55.10 LT.
T.G=2028.70
sa.12•
EXISTING
SIDEWALK EASEMENT ~ i ~ . .
SCALE: 1"=20'
Vy, :L tv~PL1JG EXISTING CURB INLET > E•~AND FILL WITH CONCRETE - w y/
STA 25+25 LT. 0VIIA Hi
T.C.=2029.27 25 - - - - ' ,
INDIANA AVENUE
- 0 25462 POND BOTTOM ELEV = 2026.93 . . ~FSS~~ S1`
MIN. TOP OF BERM WALL = 2028.53 NA
4
~ ' , , • . , . . IIXPIRES 9 24
~
INLAND LOT 8. BLOCK:'1 '
PACIFIC RIVERWALK 6TH ADDITION
~ ENGINEERING WMV SEDZ+1~i P011~&
707 West 7th • Suite 200 (509) `~-6840 ~990M_iow%m p„o DATE: 06/11 /99
\ Spokane, WA 99204 FAX: (3QU58-6844' ,
.
10.
SPOKANE COUNTY L .;\1E_ERS OFFICE ;
OFFICIAL PUBLIC DOCUMENT ORIGINAL
CONSTRUCTION PLANS a
PROJECT #: l'ArNE
r
CI a
o DATE ACCEPTED.
ACCEPTANCE EXPIRES: _e29-425- -0Z
PROJECT LANE MILES PUBLIC:
PROJECT LANE MI c'S PRIVATE. _
CONSTRUCTION DOC U T•P T ION AND CERTIFIED
RECORD DRAWINGS AS r",' ARE REQUIRED PRIOR
TO COUNTY ACCEPTANC.E . --; ABLISH OF THE
ROADS AND DRAINAGE FAC;Li iF.S FOR M .
PERMIT REQUIRED! (9) • _:00
NOTIFY PERMIT ENGNL 2 fL.q.. DAYS
PRIOR TO CONSTRUCTiON
. o ~ W H/ .
~ F`' ' • z
• ` -=~t . . - PROPOSED 8' SIDEWALK
EASEMENT
_ _ _ ~ * . O.~` ,pF 25462
^ F
t~• _ _ . , _ . , ss/ONAI
` ' • 'EXISTING 17' DRAINAGE
'-AND• UTILITY EASEMENT ~EXPIRES 9/24
tS s 2, ~ k .1
KEYSTONE TYPE RETAINING - '
WALLy APPROX. 1.5' HIGH • ~ EXISTING
60 • ,y'~ 6' SIDEWALK ,
EXISTING ~ RECONSTRUCTED IRRIGATION
POND BOTTOM SYSTEM, TYPICAL
ELEV = 2026.93
SECTIONAL VIEW
P ON D SECTI ON A
NOT TO SCALE
r
INLAND ~
~LOT 8, BLOCK 1 IPEENGINEERING
RIVERWALK 6TH ADDITION PACiFtc
, Y9009-101P1ANAw0 DATE: 06 11/99 707 weat 7th 9 Sulte 200 (509) 458-8840
\ ~ / ` Spokcn0. WA 99204 FAX: (509) 488-8844/
SPOKANE COUNTY ! fit: T.;;_. S OFFICE
OFFICIAL PUBLIC DOCUMLNT ORIGINAL
CONSTR • * LANS
PROJECT #:
DATE ACCEPTED:
ACCEPTANCE EXPIRES:
PROJECT LANE MILES PUBLIC: •� �f
PROJECT LANE MILES PRIVATE: Ae76CSCO•
CONSTRUCTION DOCUMENTATION AND CERTIFIED
RECORD DRAWINGS, •AS—BUILTS• ARE REQUIRED PRIOR
TO COUNTY ACCEPTANCE AND ESTABLISHMENT OF THE
ROADS AND DRAINAGE FACILITIES FOR MAINTENANCE.
PERMIT REQUIRED! (509) 477 ;/r 00
NOTIFY PERMIT ENGINEER 2 BUSI"dE,, DAYS
, PRIOR TO CONSTRUCTION
50-year STORM BOWSTRING METHOD PROJECT: Riverwalk 8th Addition
PEAK FLOW CALCULATION PROJECT Riverwalk 8th Addition DETENTION BASIN DESIGN BASIN: H ~
BASIN: H( Rw(o-G~ DESIGNER: S. Murphy
Tot. Area 0 61 Acres DATE: 04120 "
Imp. Area 5373 SF
C = 0.46
Time Increment (min) 5
CASE 1 Time of Conc. (min) 6.78
Outflow (cfs) 1
75 ft. Overland Flow Design Year Fiow 50
Area (acres) 0.61
Ct = 0.15 Impervious Area (sq ft) 5373
L= 75 ft. 'C' Factor 0 46
n= 0.40 50-year Volume Provided 387
S= 0.010 Area•C 0281
Tc = 4.60 min., by Equation 3-2 of Guidelines
Time Time Inc. Intens Q Devel. Vol.ln Vol Out Storage
225 ft. Gutter flow (min) (sec) (inRv) (cfs) (cu ft) (cu ft) (cu ft)
Z1 = 50.0 6 78 407 3.97 1.11 607 407 200
Z2 = 1
n= 0.016 5 300 4.58 1.29 517 300 217
S= 0.010 10 600 3.20 0.90 663 600 63
15 900 2.45 0.69 714 900 -186
d= 0.160 ft. 20 1200 1.95 0.55 732 1200 -468
25 1500 1 62 0 45 745 1500 -755
A R Q Tc Tc total I Qc 30 1800 1.56 0.44 848 1800 -952
35 2100 1.28 0.36 804 2100 -1296
0.65 0.08 1.11 219 6.78 3.97 111 40 2400 119 0.33 844 2400 -1556
45 2700 108 0.30 860 2700 -1840
Qpeak for Case 1= 1.11 cfs 50 3000 0 99 0.28 872 3000 -2128 .
55 3300 0.92 0.26 888 3300 -2412
60 3600 0.87 0.24 913 3600 -2687
CASE 2 65 3900 0.82 0.23 929 3900 -2971
70 4200 0.80 0.22 974 4200 -3226
Case 2 assumes a Time of Concentration less than 5 minutes so that the 75 4500 0.77 0 22 1002 4500 -3498
peak flow =.90(4 58)(Imp. Area) = 0 51 cfs 80 4800 0.75 0.21 1039 4800 -3761
85 5100 0 72 0.20 1058 5100 4042
90 5400 0.71 0 20 1103 5400 -4297
So, the Peak flow for the Basin is the greater of the two flows, 95 5700 0.69 0.19 1130 5700 -4570
1.11 cfs 100 6000 0 67 0.19 1154 6000 4846
208' DRAINAGE POND CALCULATIONS
Required '208' Storage Volume
= Impervious Area x 5 in / 12 in/ft ~ 224 cu ft
50 year Volume Provided 387 cu ft
DRYWELL REQUIREMENTS - 10 YEAR DESIGN STORM
Maximum Storage Required by Bowstring 217 cu ft
Number and Type of Drywells Reqwred 0 Single
1 Double
INLAND PACIFIC ENGINEERING
. ,
Weighted Runoff Coefficient Calgulation
Project: Riverwalk 8th Addition
~ Basin: H(RwloC.) IPE Job 96087
Total Area (acres): 0.61 Designer: SKM ,
Imp. Area (acres): 0.25 Date: 05/07
Grass Area (acres): 0.36
Imp. Area "C": 0.90 ~
Grass Area "C": 0.15
(Imp. Area)(Imp. "C")= 0.2250
(Grass Area)(Grass "C")= 0.0540
0.6100 0.2790
Weighted "C"= 0.2790
0.46
0.6100
~
` ~ .
. ` t
.
CLC -
Associates Inc. ~
FORMERLY
r.~ <<
707 West 7th Suite 200 March 29, 2000 •y
RECEIVED
Spokane, WA 99204 .
509-458-6840 W.O. No. 99009 MAR 2 9 2000
509-458-6844 Fax
Spokane, wA - Denver, CO Bill Hemmings SPOKANE COUN7Y ENGINEER
Spokane County Engineering
1026 W. Broadway
Spokane, WA 99260
RE: Riverwalk 6th / 8th
"208" Pond on the Northwest Corner of Indiana and Hodges
Dear Bill:
The storm drainage pond which was constructed on the northwest corner of
Indiana and Hodges was constructed in a configuration very similar to what was
shown on the Riverwalk 6th plans. However, to accommodate the sidewalk
required as a part of the Riverwalk 8th submittal, a keystone wall had to be
added to the western side of the pond to keep all facilities within the easement.
Enclosed please find a plan and a profile for this pond along with selected
portions of the drainage report submitted for Riverwalk 8th which verifies that this
pond is big enough to meet the "208" requirements of this drainage basin. The
calculations show that 224 cu. ft. of storage is required, and the plans show that
270 cu. ft. is provided. Therefore this pond meets all County standards for
stormwater, and we ask that you accept this pond as constructed.
Sincerely,
CLC Associates, Inc.
1.
~~•dl.v. .3\4
Ann L. Winkler, P.E.
ALW/alw
encl.
cc: file
Planning
Engineering
Architecture
Landscape Architecture
Land Surveying :
Formerly IPE _
OFFICE OF THE COUNTY ENGINEER
SPOKANE COUNTY, WASHINGTON
TO: Jeff Forry, Department of Buildings
FROM: Bill Hemmings
DATE: Monday, April 28, 1997
SUBJECT: B.C.C resolution #91-0882 Implementation (July 2, 1991)
Attached are the individual lot plans for each lot containing a swale in RIVERWALK 6TH ADD, plat #
PE-1414E. Please give the appropriate lot plan to the individual applying for a building permit on the
lot, so they can draw their house and approach to scale on the lot. We will need this plan, and the
conesponding $1,000.00 cash surety, in the form of cash, letter of credit, or savings assignment, before
we can issue the approach permit. Also attached are the letter of credit and savings assignment forms.
"SAMPLE LETTER OF CREDiT"
"(USE BANK LETTERHEAD)" (BANK NAME
ADDRESS ZIP CODE
PHONE # AND OTHER INFORMATION
IRREVOCABLE LETTER OF CREDIT
AMOUNT: $ 1.000.00
NO.
BENEFICIARY:
SPOKANE COUNTY ENGMEERS
1026 W BROADWAY
SPOKANE, WA 99260-0170
SUBJECT: LOT BLOCK RIVERWALK 6TH ADD (Plat)
PLAT# PE-1414E. (Development)
Gentlemen:
We hereby authorize our irrevocable Letter of Credit in your favor, and authorize you to draw on the
(bank), a draft up to one thousand (Dollazs) ($1,000.00) , for the account of
(developer).
The draft, drawn under this Letter of Credit, covers the assurance of completion of installation of storm drainage, drainage
swales, sod and other work as is incidental and related thereto in accordance with the drawings and specifications as submitted to and
approved by the Spokane County Engineer's Office on (date), and is to be accompanied by the following
documents: written request by Spokane County Engineer's Office to (bank), at
the above address indicating non-completion of all or any of the above improvements and that amount of money required to complete
such improvements.
We hereby agree with the drawer, endorser and bona fide holder of this draft, negotiated under and in compliance with the terms
of this credit, that said draft shall be duly honored upon presentation at the (bank),
at any time before completion of the above-described improvements or performance, in which event written notice shall be given by
Spokane Counry to the bank. (developer) shall be responsible for any cost
incurred by the county in excess of the amount of security.
Drafts, drawn under this Letter of Credit, shall beaz on their face the words
Drawn under (bank)
(bank address)
Credit No. Dated
Bank Name:
ay:
(authorized signor)
"AGREEMENT"
In consideration of the issuance of a building permit for Lot , Block ,
RIVERWALK 6TH ADD (plat) plat # PE-1414E
(Developer)
has deposited $1,000.00 with Spokane County as security for full and faithful performance by Developer respecting certain drainage
facilities and sod in accordance with the drawings and specifications as submitted to and approved by the Spokane County Engineers
Office on
(date) 199 .
Developer hereby agrees that should such drainage facilities and sod not be constructed in accordance with the approved
drawing within six months of occupancy, Spokane County may then use the security to bring these facilites and sod into conformance
therewith. Developer shall be responsible for any costs incurred bu the county in excess of the amount of security.
Spokane County agrees to return to Developer any unused funds upon satisfactory completion of these facilities and sod.
NAME & ADDRESS TO BE RETURNED TO:
(Developer Signature)
DATE
ASSIGNMENT
For security purposes only, (developer)
hereby assigns to SPOKANE COLJNTY, a political subdivision of the State of Washington, the following:
Savings Certificate Number
in the face amount of $1.000.00
and held in and bv
Bank of
Branch
(bank address)
This assignment is made as security for full and faithful performance by
(developer) of certain drainage facilities and sod for LOT BLOCK , RIVERWALK 6TH ADD (Plat) Plat # PE-
1414E in accordance with the drawings: and specifications as submitted to and approved by the Spokane County Engineers office on
(date) , 199 .
Any interest benefits accruing under said savings certificate shall remain the property of
(developer). Said savings certificate to be released to (developer)
any other party only with the prior written consent and agreement of Spokane County.
PROVIDED, FURTHER, the undersigned does hereby authorize
(bank) to pay over to Spokane County all or a sufficient portion of the monies in the savings certificate referenced hereinabove upon
written documentation being received from the Spokane County Engineer indicating that the purposes for which the savings
certificate was assigned have not been fully and faithfully performed as required and a statement of that amount of money which the
County Engineer as required and a statement of that amount of money which the County Engineer deems necessary to complete such
obligation. Upon receipt of such written documentation, (developer)
hereby authorizes (bank) to release to Spokane County that
amount of money requested up to the maximum amount in the savings certificate.
(developer) shall be responsible for any costs incurred by the county excess of the amount of security.
DATED this day of , 199_
BANK OF
President
Secretary
DATED this day of , 199 .
DEVELOPER
STATE OF WASHINGTON )
:ss
County of Spokane )
On this day personally appeared before me , to me known to be
the individual described in and who executed the within and foregoing instrument, and acknowledged that signed the same as
free and voluntary act and deed, for the uses and purposes therein mentioned.
G1VEN UNDER MY HAND AND OFFICIAL SEAL this day of , 199 .
Notary Public in and for the State of Washington, residing at Spokane
~ _ ~ . v~ - . •
oo~t
- ' . - 72.50'
: . o
~ .
i
SCALE: i" =20' rn ' rn
POND BOTTOM ELEV. = 2027.25
POND BOTTOM AREA = 210 • SQ.FT. •
'208' VOL. REQUIRED = 122 CU.FT. ,'208' VOL. PROVIDED = 127 CU.FT. - •
BOUNDARY OF LEVEL • •
FLAT BOTfOM AREA
: \112. 5' DRAINAGE EAS EMENT 010' UTILITY AND _ - - - - DRAINAGE EASEMENT 5. , '
T-~-4 '
RIGHT OF WAY c
72.50' 4'
~
a ~
,
W I
CURB INL•ET TYPE 2
STA. 20+38 LT.
t*+ T.C. = 2028.52
20 '
INDIANA AVENUE
~ss~oNAl
- MEMREs . 9 z4 1
+ I NLAND LOT 1, B LO C K 1 \
PACIFIC RIVERWALK 6TH. ADDITION
~ ENGiINEERINQ
707 w•st nn • suic• 200 (509) 45e-6840 DATE: 03/20/97
` Spokone. WA 99204 FAX: (309) 438-6844/ \ 000,
SPOKANE COUNTY ENGINEER'S OFFICE
-CONSTRUCTION PLANS_
PROJECT #: p(4 t4
DATE ACCEPTED: 2s/4040p
ACCEPTANCE EXPIRES:
CONSTRUCTION DOCUMENTATION AND CERTIFIED
RECORD DRAWINGS ARE REQUIRED PRIOR TO COUNTY
ACCEPTANCE- AND ESTA.D' r _, f-,
NOTE: ORGANIC CARBON TESTING IS REQUIRED FOR THE TOPSOIL
IF GUTTER FLOWLINE IS GREATER THAN 0.5' ABOVE SOD
R.O.W.
~ DRAINAGE EASEMENT AS SPECIFIED ON PLAN
I
i TOP OF BERM ELEV.= GUTTER
~ TOP OF CURB ELEV. FLOWLINE @
I+•20 FT• 1.5" SOD ON TOPSOIL, SOD CURB DROP
INSTALLED CONCURRENT WITH
~ OCCUPANCY OF ADJACENT HOUSE TYPE °B" CURB
AND GUTTER
3 MAX.
~ 1 ' NORMAL GUTTER LINE
3:1 (lYP) • •
.~/:~/:%i
CONCREfE APRON
.r..~w......_ ..n « 4!, THICK P.C.C.
~ IF TWO OR MORE CURB INLETS ARE USED, SET POND BOTTOM WITH 1"-3" TOPSOIL ON
RESPECT TO THE LOWEST CURB INLET GUTTER FLOWLINE ELEVATION
GRADED POND BOTTOM
GRADED POND BOTTOM
SECTIONAL VIEW .7l'-.88' BELOW
GUTTER FLOWLINE
A j~
TYPICAL 208 POND WITH DRAINAGE STRUCTURE `;~;'r~
,
. 25462~ ~
SI~NAL~G
NOT TO SCALE
INLAND
PACIFIC RIVERWALK 6TH ADDITION
~ ENGINEERING '208' TYPICAL C
ROSS SECTION
707 West 7th • Suite 200 (509) 458-6840
+ Sp,kane, WA 99204 FAX: (509) 458-6844ol \ DATE:4/22/97 ~
! . .
SPOKANE COUNTY ENGINEEITS OFFICE
-CONSTRUCTION PLANS -
PROJECT #: 6(4-46
DATE ACCEPTED: 'Z% 7 Lrl%
ACCEPTANCE EXPIRES:
CONSTRUCTION DOCUMENTATION AND CERTIFIED
RECORD DRAWINGS ARE REQUIRED PRIOR TO COUNTY
Y
ACCEPTANCE AND ESTAE3LISHMENT OF THE ROADS AND
DRAINAGE FACILITIES FOR MAINTENANCE
• ~ ' ~
' - 72.00' o - .
i
SCALE: 1 ° =20'
rn . ~ ~ - • .
POND BOTTOM ELEV. = 2027.25
' POND BOTTOM AREA = 210 SQ.FT.
'208' VOL. REQUIRED = 122 CU.FT.
'208' VOL. PROVIDED = 127 CU.FT.
BOUNDARY OF LEVEI ' .
FLAT BOTTOM AREA
5' DRAINAGE
EASEMENT
12. 00'
10' UTILITY AND
-j~ DRAINAGE EASEMENT -
--~-1 -
/-RIGHT OF WAY
72.00'
-
4'
. ~
r 3
WN,o
, 00
21
I N DIANA AVEN U E 2W2
. NAI
JEORES 9 24 1
INLAND + LOT 2, BLOCK 1 ~
P~c~ic
ENGIINEERWQ RIVERWALK 6TH. ADDITION
~
707 w.mc 7cn • suic. 200 (so9) 45e-6e40 DATE: 03/20/97
\ Spokonw. WA 99204 FAX: (509) 438-6844/ \
SPOKANE COUNTY ENGINEER'S OFFICE
-CONSTRUCTION PLANS -
PROJECT #:
DATE ACCEPTED: 9-C4124/VP
ACCEPTANCE EXPIRES:
CONSTRUCTION DOCUMENTATION AND CERTIFEr
RECORD DRAWINGS ARE REQUIRED FRIOR TO COUk
ACCEPTANCE AND ESTABLISHMENT OF THE ROADS AND
DRAINAGE FACILITIES FOR MAINTENANCE
N OTE:
ORGANIC CARBON TESTING IS REQUIRED FOR THE TOPSOIL '
IF GUTTER FLOWLINE IS GREATER THAN 0.5' ABOVE SOD
R.O.W.
~ DRAINAGE EASEMENT AS SPECIFIED ON PLAN
~
i TOP OF BERM ELEV.= GUTTER -
~ TOP OF CURB ELEV. FLOWLINE @
~+•20 FT• 1.5" SOD ON TOPSOIL, SOD CURB DROP
INSTALLED CONCURRENT WITH
~ OCCUPANCY OF ADJACENT HOUSE TYPE "B" CURB
AND GUTTER
3 MAX.
NORMAL GUTTER LINE
3:1 (TYP) , . t :
.5'-.67' L~ t • ' : .
i ar c: ~/~~i
CONCREfE APRON
....~...w..... _ 4.. THICK P.C.C.
IF TWO OR MORE CURB INLETS ARE USED, SET POND BOTTOM WITH
~ RESPECT TO THE LOWEST CURB INLET GUTTER FLOWLINE ELEVATION 1"-3" TOPSOIL ON
GRADED POND BOTTOM
GRADED POND BOTTOM
SECTIONAL VIEW •7l'-.88' BELOW
GUTTER FLOWLINE
R•
. ~ t.A
~ oF A
1YPICAL "208" POND WITH DRAINAGE STRUCTURE
h z
• , ~
.
25462~ ~
S7ER
s~~NAL~G
NOT TO SCALE
,
I NLAND
PACIFIC RIVERWALK 6TH ADDITION
ENGINEERING '208' TYPICAL CROSS SECTION
707 west 7tn • suite 200 (sos) ass-ssao
` Spokane, WA 99204 FAX: (509) 458-6844ol ` DATE:4/22/97 /
/
SPOKANE COUNTY ENGINEER'S OFFICE
-CONSTRUCTION PLANS -
PROJECT #: PIq-t4
DATE ACCEPTED: -2l
ACCEPTANCE EXPIRES:
CONSTRUCTION DOCUMENTATION AND CERTIFIED
RECORD DRAWINGS ARE REQUIRED PRIOR TO COUNTY
ACCEPTANCE AND ESTABLISHMENT OF THE ROADS AND
DRAINAGE FACILITIES FOR MAINTENANCE
• "-£~~lJS~° ll 'J-'1:"P~u'r."_... .u .Y..c~-:• • . ~y"y` •~,n 4;~ t. . . .
. . - ^ . . , . . , _ . y~.~ha ~ i~ ~ . . , • • •
! i ~J
~ , - . . ~
' • ~ .
~ . ,
72.58' .
~ • . -
~
a
~
.
co
~
~
i 3
~
SCALE: 1" =20'
o~
~
POND BOTTOM ELEV. = 2029.50 ~
POND BOTTOM AREA = 225 SQ.FT.
'208' VOL. REQUIRED = 134 CU.FT.
'208' VOL. PROVIDED = 135 CU.FT.
. , _.80UNDARY OF 1.EVEL
! FLAT BOTfOM AREA
' i
r 5' DRAINAGE
r EASEMENT 12.50'
i
~
~ 10' UTIUTY AND -
: DRAINAGE EASEMENT ~ i.s•
' ~ -1- -i:-
-j RIGHT -
OF WAY - '
0
fr 72.58' 7.5'
~ . 4-
W '
p R wAS~ SPOKANE COUNN STANDARD B-9
O~• r OURB INLET TYPE 2
~ STA. 21 +84 LT.
• T.C. = 2029.69
-0 21
~
Ao,~ 0 INDIANA` AVENUE
/sT
~SS~4N
Al
\ IEVIRES 9/24/'~ ~ 96M ~
4 ~ INLAND + LOT 3, BLOCK 1 ~
PACIFIC
ENGIINEERINQ RIVERWALK 6TH. ADDITION
~
707 west 7tn • suite 200 (sos) 458-6840 DATE: 03/20/97
\ Spokane, WA 99204 FAX: (509) 458-6844, \ J
SPOIc‘NE COUNTY ENGII\H---LER'S OFFICE
-CONSTRUCTION PLANS-
PROjECT #: set4-icir
DATE ACCE7.TED: Z-r-11.XV 14,0
ACCEPTANCE EXP;RES:
CON3TRUCTI0N DOCUMENTATION AND CEnTkciEr
RECORD DRAVINGS ARE REQUIRED PRCR TO COUNTY
ACCEPTANCE AND ESTABLISHMENT OF THE ROADS AND
DRAINAGE FACILITIES FOR MAINTENANCE
i
NOTE:
ORGANIC CARBON TESTING IS REQUIRED FOR THE TOPSOIL
IF GUTTER FLOWLINE IS GREATER THAN 0.5' ABOVE SOD
R.O.W.
~ DRAINAGE EASEMENT AS SPECIFIED ON PLAN
~
i TOP OF BERM ELEV.= GUTTER -
~ TOP OF CURB ELEV. FLOWLINE @
I+.20 FT• 1.5° SOD ON TOPSOIL, SOD CURB DROP
INSTALLED CONCURRENT WITH
~ OCCUPANCY OF ADJACENT HOUSE NPE "B" CURB
AND GUTTER
3 MAX.
NORMAL GUTTER LINE '
3:1 (TYP) • , :
.5'-.67' l~~ •s' . .
CONCREfE APRON
..,w.,.....,.._,._._, . 4" THICK P.C.C.
IF TWO OR MORE CURB INLETS ARE USED, SET POND BOTTOM WITH
~ RESPECT TO THE LOWEST CURB INLET GUTTER FLOWLINE ELEVATION 1"_3" TOPSOIL ON
GRADED POND BOTTOM
GRADED POND BOTTOM
SECTIONAL VIEW .7l'-.88' BELOW
GUTTER FLOWLINE
TYPICAL 11208" POND WITH DRAINAGE STRUCTURE
25462
y0~'PFCISfER~ S~
. ~G
NOT TO SCALE SfONA].
~ INLAND ~ .
PACIFIC RIVERWALK 6TH ADDITION
-,m ENGINEERING '208' TYPICAL CROSS SECTION
707 West 7th • Suite 200 1 (509) 458-8840
+ Spokane,. WA 99204 FAX: (509) 458-6844,w ` DATE:4/22/97
/
00O E COUNTYElSlEEERS OE7CE
-CONSTRUCTION PI S
o 7 CT 2 /
»W�
C \ K3 :
CONSTRUCTION DOCUMENTATION AND CEO PED
RECORD DRAWINGS ARE REQUIRED
PROR TO COUNTY
ACCEPTANCE. STA- NO THE ROADS AN
; EF FACILITIES FOR INTE NCE
i ' .
. .
72.25'
o -
- BD _ - ~ scaLE: 1°=2o'
~ ~ -
~ . _
~ .
' • PONO BOTTOM ELEV. = 2029.50
. POND BOTTOM AREA = 225 SQ.FT•
'208' VOL. REQUIRED = 134 CU.FT.
. '208' VOL. PROVfDED = 135 CU.FT.
BOUNDARY OF LEVEL
FIAT BOTfOM AREA 5' DRAINAGE '
12.so' EASEMENT
, 0 0' UTILITY AND
7.5' [~RAJNAGE - EASEMENT
- _
rRIGHT OF WAY
~Ij ° / -
72.25'
aLa7Lit
4'
W !
p wA
INDIANA AVENUE
.
~
2,2 25M2
~SS~ONAL
JEORES 9 24 ~
~ 9E083 ~
I NLAND ~LOT 4, B LO C K 1
PACIFIc RIVERWALK 6TH. ADDITION
~ ENGINEERtNQ
707 wtst 7th • Suite 200 (509) 458-6840 DATE: 03/20`97
$pokcne, WA 99204 FAX: (509) 4S8-6B44/
f
S .1 COUNTY E° r;i•NE_R'S OFFICE
p OJECT ?:4 4i4
ACn'aPTED.y:-/tii�C�
ACCEPTANCE E P ESS:
CONSTRUCTION DOCUMENTATION AND CERTIFIED
RECORD DRAW NGS ARE REQUIRED PRIOR TO COUNTY
ACCEPTANCE AND ESTABLISHMENT OF THE ROADS AND
C,f NP.GE FACILITIES FOR MAINTENANCE
\NOTE:
ORGANIC CARBON TESTING IS REQUIRED FOR THE TOPSOIL F' .
IF GUTTER FLOWLINE IS GREATER THAN 0.5' ABOVE SOD R.O.W.
~ -DRAINAGE EASEMENT AS SPECIFIED ON PLAN
I
i TOP OF BERM ELEV.= GUTTER ~ TOP OF CURB ELEV. FLOWLINE @
I+ •20 Ff• 1.5" SOD ON TOPSOIL, SOD CURB DROP
INSTALLED CONCURRENT WITH
~ OCCUPANCY OF ADJACENT HOUSE TYPE "B" CURB
3 MAX AND GUTTER
.
NORMAL GUTTER LINE
3:1 (lYP)
-71- 51
.5'-.67' L~ •
~ CONCRETE APRON
_....,,._..a.~...._.,.,..,.......~....... 4" THICK P.C.C.
~ IF TWO OR MORE CURB INLETS ARE USED, SET POND BOTTOM WITH ~"_3" TOPSOIL ON
RESPECT TO THE LOWEST CURB INLET GUTTER FLOWLINE ELEVATION GRADED POND BOTTOM
GRADED POND BOTTOM
SECTIONAL VIEW .7l'-.$8' BELOW ,
GUTTER FLOWLINE
. R• A jA
0
1YPICAL 208 POND WITH DRAINAGE STRUCTURE
y ~ 2
~,~~L•%,
7
25462~ ~
15~ER
c`S'Sr~NAL~G
. NOT TO SCALE
+ ~ I NLAND
PACIFIC RIVERWALK 6TH ADDITION
~ ENGINEERING 1208' TYPICAL CROSS SECTION
707 west 7tn • suite soo (sos) ass-seao
+ Spokane, WA 99204 FAX: (509) 458-6844~ ` OATE:4/22/97 /
SPOKANE. COUNTY' L-T!'aiNEIL----Ft'S OFFiCP
-CONITRUCT1,01'.1-LJ
PROJECT p (of- 6
D ATE PC,CEPTED: '-YeAl Vid
ACCEPTICE
CONSTRUCTION DOCUMENTATION AND CERTI.FiED
RECORD DRNOINGS ARE REQUIRED PRIOR TO COUNTY
ACCEPTANCE AND ESTABLISHMENT OF THE ROADS AND
DRAINAGE FACILMES F02 MAINTENANCE
82.04' I ~
:~5'1 - 17' SIDEWALK &
4 _4- -------tJTIEITY EASEMENT
_tJr BOUND
ARY OF LEVEL
FLAT 80TTOM AREA
• ~ ~ SPOKANE COUNTY STANDARO 6-1
. . ~ . ~ TYPE E" DRYWELL WITH
~ • ~ IX STA 1+00 23.FR5'AMLT, & SOLID UD
GRATE ELEV. a 2028.39
1 '
38 L.F. OF 12" C.P.E.,
~ oo t S=0.0182. IE(N)=2023.72
IE(S)=2024.43 '
SPOKANE COUNTY STANDARD
8 CONCRETE INLET TYPE 2 WITH
W TYPE 2 METAL FRAME & GRATE
Z STA 10+63, 28.5' LT.
GRATE ELEV. = 2027.43
~ I
il l
.......20.... e:s :
- 10' UTILITY ~•/6 CURB INLET 'fYPE 2 ~
EASEMENT STA, 10+55.10 LT.
~ ~ / T.C.=2028.70
37.01'
•,aio~" k2• ' .
.y, a
54.12'
- SCALE. 1" -ZO'
I
W ~
cuRe iNLEr nreE-2
-----$T,6L 25+25-'L`f. ~O
~ 18 T.C.=20-2 -9.27 . ~ ~
' - -
INDIANA AVENUE
POND BOTTOM ELEV = 2027.97. - fs~ONA~
TOP OF BERM = 2028.37
` 86083 IEM 9/24 ~
~
I NLAND LOT ~ B LO C K~ ~
PACIFic RIVERWALK 6TH ADDITION
~ ENOINEERINO
707 w..c 7tn • suit. zoo (so9) 458-6e4o DATE: 03/ 19/9~
\ Spokone. WA 99204 FNC: ~(309) 456-6844' `
a
SPOKANE COUNTY ENGINEER'S OFFICE
PROJECT -§:
„ATE
CON3TRUCTION DOCUMENTATION is,NID O7.ITI-!-P-IST,';
RECORD DiriAWINCS ARE REQUIRED PRIOR TO COUN-:)/
,77c>":1PTANCE AND ESTABLI3KIVIENT OF THE: ROADS AND
DRAINA:11::: FACILITIE.-3 FOR MAINTENANCE
.w~I~ \
p ~o , •ti ,
NOTE: ti •
ORGANIC CARBON TESTING IS REQUIRED FOR THE TOPSOIL
IF THE DRYWELL GRATE IS GREATER THAN 0.5' ABOVE SOD
R.O.W. ~O ~2I
` DRAINAGE EASEMENT AS SPECIFIED ON PLAN
I ~ EXPIRES 9/24/5- ~
i TOP OF BERM ELEV.= GUTTER
~ TOP OF CURB ELEV. FLOWLINE @
I+•20 FT• 1.5" SOD ON TOPSOIL, SOD CURB DROP
INSTALLED CONCURRENT WITH
~ OCCUPANCY OF ADJACENT HOUSE TYPE "Y' CURB
AND GUTTER
3 MAX.
NORMAL GUTTER LINE
GRATE ELEVATION ~ •4' 3:1 (NP) , • ~
~ a: s` ,~,,':t-.
.5'-.67'
DRAINAGE 3: ~ M~ y
CONCRETE APRON
STRU~TURE 4" THICK P.C.C.
NOTE: ~
PROVIDE FILTER FABRIC (AMOCO 4545 OR EQUAL) BETWEEN 1" -3" TOPSOIL ON
THE NATIVE 'SOIL AND THE WASHED DRAIN ROCK AND BETWEEN GRADED POND BOTTOM
THE WASHED DRAIN ROCK AND THE DRYWELL BARREL.
GRADED POND BOTTOM
~ IF TWO OR MORE CURB INLETS ARE USED, SET. POND BOTTOM WITH 1.11'-1.28' BELOW
RESPECT TO THE LOWEST CURB INLET GUTTER FLOWLINE ELEVATION EDGE OF ASPHALT
S ECTI O NAL VI EW
TYPICAL » 2Q8" POND WITH DRAINAGE STRUCTURE
NOT TO SCALE
INLAND
PACiFic RIVERWALK 6TH ADDITION
~ ENGINEERING '208' TYPICAL CROSS SECTION
707 West 7th • Suite 200 (509) 458-6840
+ Spokane, WA 99204 FAX: (509) 458-684401F \ ' ' DATE:4/22/97 ~
vi OK NE- COUNT? aENGINEER'S
-CON TRUCTIOt FLANS -
PROJECT #:DANE
rCEP T ED: LS:
`ET ODOCUMENTATION AND CERTIFIED
RECORD GWINQ_ARE REQUIRED PRIOR TO COUNTY
I ACCEPTANCE AND C TABL1„ HY,IF.y
T OF THE
HE RCAvS AND
DRAINAGE FACILITIES FOR ?.?AINILn7 E �
v...
1NDIANA AVENUE 23
c _ - f~~~ .
54.32'
~ .
~ r--^-----~
G - - - -
~
Z
v /
/ 9POKANE COIAM STANPARD B-8
lYPE " 1" CURB INLET
~ ~ ,
- .oo• ~ STA. 29+56 00 . RT.
~ T.C. - 2026.86 ~ Q
SCALE: 1°=20' 0
I I 11~ O
0 I I ~
SPOKANE COUMY STANDARD B-1 ~
~ ~ad I TYPE '"A" DRYWELL WITki a~
TYPE ",T METAL FRAMDAND GRATE
' ~ STA. 29+38.25, 26.50' ~RT.
GRATE ELEV. = 2030.00
I coo,
j Po1GHT OF MIAY 10' UTIUTY AND DRAINAGE EASEMENT -
4' BOUNDARY OF LEVEL
FLAT BOTTOM ARE4
Z r^ 1o''i
87.09'
- 1 -
~
25462 p w POND BOTTOM ELEV. = 2029.50 FsS"ONAI 208D VOL REQUI D= 5240 S U.F'T.
'208' VOL PROVdDED = 323 CU.FT.
\ EXPIRES 9 24 ~ J
9SKf83
INLAND
LOT 1, BLOCK 2
PACIFIC
ENQINEERING RIVERWALK 6TH. ADDiTION
~ -
\ DATE: 03/20/9~
707 west 7tn • suite 200 (509) 458-6840
\ SpQkone, WA 99204 FAX: (509) 458-6844~
SPOKANE. COUNTY !lGINEER'S OFFICE -CONSTRUCTION PLAN3
PROJECT /:f (4
E� Siff
� p }g\\� ES..
\ .f _ /P & e2,
c� �
CONSTRUCTION DOCUMENTATION AND TO p; \'
e P q Po3R D F\'
RECORDprvre�I OF THE R� � �
D� � NGS ARE �2^ AND
ACCEPTANCE AND Tzs_a J r,�
D N E FACILITIES FOR 76gTG
~
.'q
N OTE. ~o 25462~
ORGANIC CARBON TESTING IS REQUIRED FOR THE TOPSOIL
IF THE DRYWELL GRATE IS GREATER THAN 0.5' ABOVE SOD ~S/pNq~,EtyG R.O.W.
IE~XPIRES 9/24f'~l~ 7
~ DRAINAGE EASEMENT AS SPECIFIED ON PL; 1 -GUTTER
r7 TOP OF CURB ELEV. C RBLI NLET
~+.20 FT. 1.5" SOD ON TOPSOIL, SOD ROLLED
I INSTALLED CONCURRENT WITH CURB
i OCCUPANCY OF ADJACENT HOUSE
3:1 MAX ~
4-1
~ NORMAL GUTTER LINE
GRATE ELEVATION ! •41 3
I 1 -
ISTDFRAINAGE 3: 1 .5'-.67'
RUfTURE E
CONCRETE APRON
4" THICK P.C.C.
NOTE: 1"-3" TOPSOIL ON
PROVIDE FILTER FABRIC (AMOCO 4545 OR EQUAL) BETWEEN GRADED POND BOTTOM
THE NATIVE SOIL AND THE WASHED DRAIN ROCK AND BETWEEN
THE WASHED DRAIN ROCK AND THE DRYWEI.L BARREL. GRADED POND BOTTOM
~ IF TWO OR MORE CURB INLETS ARE USED, SET POND BOTTOM WITH 1•1 >'-1 •28' BELOW
. RESPECT TO THE LOWEST CURB INLET GUTTER FLOWLINE ELEVATION EDGE OF ASPHALT
SECTIONAL VIEW TYPICAL '208' POND WITH DRAINAGE STRUCTURE
NOT TO SCALE
I NLAND
> PACIFIC RIVERWALK 6TH ADDITION
• ~ ENOINEERINQ '208' TYPICAL CROSS SECTION
707 Oest 7th • Suite 200 (509) 458-6840
~ Spokane. WA 99204 FAX: (509) 458-6844or ~ , DATE:4/22/97 ~
COUNTENG NE_E":'S OFFICE
5PO4�NE«rivb�.le -CONSTRUCTION PLANS —
PROJECT #:
Ptl4
DATE ;CC; -D. 2c-A001
COCOCUMENTFT ON AND
D
RECORD DPAN."GS ARE REQUIRED
PROP TO COUNTY \
ACCEPTANCE MEN - OF THE
ROADS AND
DFAfNAFACILITIES FOR MAINTENANCE
~ 12" C.M.P.
. S = 0.0272
• ' I.E. (N) = 2025.30
' . 25 I.E. (s) = 2023.75 INDIANA AVENUE
' SPOKANE COUMY STANDARD B-9
CURB INLET TYPE 2 '
• , STA. 25+80.56
T.C. = 2028.98 4'
SCALE: 1"=20' RIGHT OF WAY 65.02'~~ ~t6. '
10' UTI~ITY AN~ - - ( - - - ~
I ~ g
• SPOKANE COUNTY STANDARD B-t DRAINAGE EASEMENT
. .TYPE "B" DRYWELL WITH
. TYPE "3" METAL FRAME AND GRATE L5';~ N
STA. 25+75.04, 31.50' RT. t s.oo'
GRATE ELEV. = 2027.75
. L "
- - 2, .oo'
BOUNDARY OF LEVEL
FLAT BOTfOM AREA
DRAINAGE EASEMENT
POND BOTTOM AREA = 736 SQ.FT. t
'208' VOL. REQUIRED = 344 CU.FT. '208' VOL. PROVIDED = 409 CU.FT. '
POND BOTTOM ELEV. = 2027.25
. • „ ~
- - ,
. W O
- O A
00
~
2s4a2 ss/pNAI. E'~G . - - ss.or ,
IEVIRES 9 24
/
~ I NLAND ~ LOT 5, B LO C K 2 \
P C i F i c
ENGIINEERINGI RIVERWALK 6TH. AD D ITI ON
~ ~
707 w.st 7tn • suit• 200 (509) 458-6840 DATE: 03/20/97
` Spokane, WA 99204 FAX: (309) 438-6844/ ` /
N COUNTY TY Ff dNE,FI•�'S OFFICE
.�srC4.r?t��. Gib'
-coNSTRUC T jO
PROJECT #: Pig-4 6—
L A
n CCt PTN:XE E, pj E : n - _1
ft CONSTRUCTION DOCUME`vTATiO {d AND RECORD H `1J1vGS ARE RFxi,R_ F,
TO , -'
ME ROADS AND
ACC,'TlGE AND ESTABLISHMENT O1
P,l�+':i�TE``,�,;.;E.
S=„�.INAGE FACILITIES FOR
w~I~ o
NOTE: ORGANIC CARBON TESTING IS REQUIRED FOR THE TOPSOIL
IF THE DRYWELL GRATE IS GREATER THAN 0.5' ABOVE SOD •
25462-
R.O.W. ~ ~ISTER~C~
~ DRAINAGE EASEMENT AS SPECIFIED ON PLAN ~ ~Sf~NALE~
I I
EXPIRES 9/24/,~j ~
i TOP OF BERM ELEV.= GUTTER
~ TOP OF CURB ELEV. FLOWLINE @
I+•20 FT• 1.5" SOD ON TOPSOIL, SOD CURB DROP
INSTALLED CONCURRENT WITH
~ OCCUPANCY OF ADJACENT HOUSE TYPE "B" CURB
3 MAX AND GUTTER
.
~ 1
NORMAL GUTTER LINE
.
GRATE ELEVATION ~ •4' 3:1 (TYP)
r ' • ,
DRAINAGE 3: ~ 1'
STRUCTURE M~• . . , CONCRETE APRON
~ 4" THICK P.C.C.
N OTE: ~
PROVIDE FILTER FABRIC (AMOCO 4545 OR EQUAL) BETWEEN 1" -3" TOPSOIL ON
THE NATIVE SOIL AND THE WASHED DRAIN ROCK AND BETWEEN GRADED POND BOTTOM THE WASHED DRAIN ROCK AND THE DRYWELL BARREL.
GRADED POND BOTTOM
~ IF TWO OR MORE CURB INLETS ARE USED, SET. POND BOTTOM WITH 1.11'-1.28' BELOW
RESPECT TO THE LOWEST CURB INLET GUTTER FLOWLINE ELEVATION EDGE OF ASPHALT
SECTIONAL VIEW
TYPICAL "209' POND WITH DRAINAGE STRUCTURE
NOT TO SCALE
INLAND
PACiFic RIVERWALK 6TH ADDITION
~ ENCINEERING '208' TYPICAL CROSS SECTION
707 West 7th • Suite 200 (509) 458-6840
` Spokane, WA 99204 FAX: (509) 458-6844~ \ DATE:4/22/97 /
SPOKANE COUNTY ENGINEER'S OFFICE
CONSTRUCTION PLANS -
PROJECT •§-: Pt4-tq-4
TE ACCEPTED: 7f-A-02-`11
ACCEPTANCE EXPIRES:
CONSTRUCTION DOCUMENTATION AND
RECORD DRAWINGS ARE REQUIRED PROF. TO (1;',-)7*-1:
ACCEPTANCE AND ESTABLISHMENT OF THE ROADS AND
DRAINAGE- FACILITIES FOR MAINTENANCE
, .
INDIaNA 26 AVENUE
, - .
3 ' SPOKANE COUNTY STANDARD 8-9 CURB INLET NPE 2
STA. 25+80.56
T.C. = 2028.98
. 4•
+ 16.00' 65A2"*,~ , y
RIGHT OF WAY . . ~ SCALE: 1"=20'
g =-gi-I-- - - - - - - - - -
-
N 10' ,l•lTIIITY AND
5' 0~2p.3 }~f~NAGE IEASEMENT "
21.00'
,BOUNDANY OF LEVEL
FtAT_ BO1rTOM AREA .
DRAINAGE EASEMENT
POND BOTTOM ELEV. = 2027.25
` POND BOTTOM AREA = 736 SQ.FT. '
'208' VOL. REQUIRED = • 344 CU.FT.
'208' VOL. PROVIDED = 409 CU.FT.
_ ~ - W~
Q A A
00
65.02' 25482
Ss~ONAI -
. ~ E)PRES 9/24/411 ~
\ y~.7t3,i /
INLAND ~ LOT 6, BLOCK 2
A C i F i c
ENQINEERINQ R IVERWALK 6TH. AD D ITI 0 N
~
~07 w.st 7tn • suic. 200 (509) 458-6840 DATE: 03/20/97
` Spokons. WA 99204 FAX: (309) 458-6844/ ` /
SPOONE COUNTY ENGINEER'S OFFICE
-CONSTRUCTION PLANS -
PROJECT #: pic1-46
DATE ACCEPTED: -21ek-ci7 09
ArZEPFANCE EXPIPiES:
CONSTRUCTION DOCUMENTATION AND CERIVIED
RECORD DRAWINGS ARE REQUIR'7:-7 FP.!OR TO COUNTY
ACCEPTANCE AND ESTABLISHML'::" O.': THE ROADS AND
DRAINAGE FACILITIES FOR f411-V:711',,':f7.
NOTE:
ORGANIC CARBON TESTING IS REQUIRED FOR THE TOPSOIL
IF GUTTER FLOWLINE IS GREATER THAN 0.5' ABOVE SOD
R.O.W.
~ DRAINAGE EASEMENT AS SPECIFIED ON PLAN
-
~
i TOP OF BERM ELEV.= GUTTER ~ TOP OF CURB ELEV. FLOWLINE 0
I+•20 FT• 1.5" SOD ON TOPSOIL, SOD CURB DROP
INSTALLED CONCURRENT WITH
~ OCCUPANCY OF ADJACENT HOUSE NPE "B° CURB
AND GUTTER
3 MAX.
NORMAL GUTTER LINE
~ 3:1 (lYP)
, . '
.5'- 67'
~ ~ ..,:f~>• ` ~i;%i;%
CONCRETE APRON
. _ti..
4" THICK P.C.C.
~ IF TWO OR MORE CURB INLEfS ARE USED, SET POND BOTTOM WITH TOPSOIL ON
RESPECT TO THE LOWEST CURB INLET GUTTER FLOWLINE ELEVATION
GRADED POND BOTTOM
GRADED POND BOTTOM
SECTIONAL VIEW .7l'-.88' BELOW
GUTTER FLOWLINE
A jA
TYPICAL 91208" POND WITH DRAINAGE STRUCTURE 46°~~~"
x
is,F
557ER~9 ~
~fS~ONALE~G
NOT TO SCALE
4 ~ INLAND
PACIFIC RIVERWALK 6TH ADDITION
ENGINEERING "208' TYPICAL CROSS SECTION
707 west 7cn • sutce Zoo (sos) asa-seao
'`SpoPune, WA 99204 FAX: (509) 458-68440, ~ DATE:4/22/97 ~
SPOVANE COUNTY Et-4GINEER'S OFFICE
-CONSTRUCTION PLANS -
PROJECT #:
DATE ACCEPTED: Z.S4Pefi7i
ACCEPTANCE EXPiRES:
CONSTRUCTION DOCUMENTATION AND CERTI,FIED
RECORD DRAWINGS ARE REQUIRED PRIOR TO COUNTY
ACCEPTANCE AND ESTABLISHMENT OF THE ROADS AND
DRAINAGE FACILITIES FOR MAINTENANCE
~ ~ • ~ f - ~
S P C) i--- r^i 1•1' E _ _ ~ C] U N T Y
DIVISIoN C]F ENGFNEERINC AND RdRI35 + A IJIVISIDV OFTFiE PUBLIC WOAF:5 DEPARTt+rIEIVT
WilIiam A Johns, P E, County Engutieer L7ennis 3vi 5catt, P E, C7irectar
Aprtl 1997
Tadd Whippie, P.E.
Inland Pacific Engineering
707 West 7th Avenue, Suite 2(]0
Spokane, WA 99204
SUBJECT: P1414E - Riverwalk Gth Addition
Flan Change: Drainage Revisivn at Indiana Ave.lIiadges Lane
Subrnittal Not Accepted at This Time
vp
Gentlernen:
We have c.onducted acursory review of yaur recent submitml fvr this projeGt, and we haVe found
items which do not appear ta rneet the minimum standazds vf the Snokane Cranty Standards for
Raad imd sewer Canstruction. We are, therefore, unable to accept yaur submittal at this time.
The attached c.amment list contains items of concern which we discQvered during acursory review
this subrnittai. You should be certain, before you resubmit the plans and calculations for this
praject, that your submittal rneets the requirements of all applicable agencies. VV`hen the 121ans are
resubmitted_ nlease ma_[~-_all chan~~s on th-, rv.vised 12rint in calar.
If you have anv questions abaut t'his review, please cvnt.act Ed Parry at 456-3600. Thanlc you.
Very truly yours,
William A. Johns, P. E.
Spvkane County Engineer
r
Edward P. E.
Plan Review Engineer
encls: F1ans (I set)
cc: project fiie
reViewer (commerscs only)
I]eveloper: Mske Hurne, Tamlinsan Blaclt Nnrrh, 8205 North I?ivssian, Spakane WA 99208
1026 W Brvadveay Ave. • Spakane, WA 99260-0170 1 (5d4) 456,3540 FA?C. (509) 324-3478 'tDL3. (509} 324-3156
SPOKANE COUNTY INTERIM ROAD & DRAINAGE
SUBMI7CTAL CHECKLIST RECE11lEp
PRQJECT ti IA 19 DATE: M&224ag]
PROJECT NAME: ~]~LG~►~~~_ V(A' _ SPOKANF: CQUA14 f{V&MtEEF~-
'j'FT ~
PROJECT SPONSOR: tAtKrz 9u'AXGT
PR03ECT ENGINEER: TEI
(Road & Draznage Plans) '
PROJECT SURVEYOR: ~~'T ~ , L . S. TEL(t
(P1at)
PLEASE PROVIDE A RESPONSE TO EACH OF THE FOLLOWING TTEMS'-
GENERAL ITEMS
Ya2 Jr,a❑N/A❑ 1. A signed "AGREEMENf TO PAY FEFS" form has been submitted to Spokane Counry along with any
applicable plat fees, pnor to any pre-design/presubmittal meeting
va~~,OOw,►❑ 2. I have a copy of, and have reviewed the mos[ recent conditions of approval and any EIS/MDNS requirements
and conditions of approval have been incorporated in this plan submittal.
PROJECT DESIGN
vavr,o0N/A❑ 1. I have completed a minimum of one pre-design meeting with Spokane Co~~r~~}~sg~neering
Services Engineers where• agreement was reached on drainage design approach. 1J
Ya3,vO0N/A❑ 2. I have included the resulcs of any geotechnical testing that is required by the desigrWoa1h4to1%ty design
parameters.
SPQKANE COUNT'f EfVGINEER
Yd~rro13N/A❑ 3. I have included any required pavement design calculations on new Public roadways as required by the
"SPOKANE COUNTY STANDARDS FOR ROAD AND SEWER CONSTRUCTION", latest edition.
Ya►JNoON/A❑ 4. The road and dramage plans comply with the"STANDARD ROAD PLAN" requirements for plan, profile, and
typical cross secuon elements contained in"SPOKANE COLJNTY STANDARDS FOR ROAD AND SEWER
CONSTRUCTION" latest edition except as allowed through approved design deviauons.
ve~rro0r,1e❑ 5. The drainage repon incorporates the minimum requirements for a storm drainage analysis as noted in the GSM
and other items which are appropriate to demonstrate that the design meeu all requiremenu of the Spokane
County Guidelines for Stormwater Management ezcept as allowed through approved design deviations.
roRrro0xI,►E] 6. A complete drainage basin map with time of concentration paths shown has been included with the detailed
hydrology calculanons. Drainage basin map shows topograph, proposed drainage features, and correlates with
hydrology calculations. .
vo2rN.EIN/A❑ 7. All applicable traffic signing requirements are met and have been incorporated'in the plan submittal.
vesOr,o❑N/Ae8. I have included copies of all approved DESIGN DEVIATI(JNS which are required for this project.
YeSEIHo~rv~~ll 9. The plans and drainage report are stamped, signed, and dated, and contains, the applicable certification
statement.
YeSOno❑N/X 10. I have included an adequate erosion control plan and applicable standard plan notes.
vd r+a❑NJA❑ 11. I have secured approvals from all applicable outside agencies such as fire districts where applicable and have
'
included proof of their approvals..
vdurvoON/A❑ 12. I have provided an acceptable means for perperual maintenance of street and drainage facilides that is acceptable
to Spokane County and have secured and included copies of any required easemenu.
va2NZIr,rA❑ 13. I have reviewed the plans, calculations and other submittal data for completeness, accuracy and consistency and
have submitted two copies of plans and (1) bound drainage report.
`•A-
/ ~ /Rf.~.~M~ur r'~
` I unaerstand that the requuements noted above are the minimum requirements necessary to perform a cursory review of the project
plans,-and that additional informa[ion should be included with this submittal as necessary.
I understa$d that tiis submittal will be checked for compleseness prior to review, and that it will be returned for further information
if it is found to be incomplete.
I understand that this submittal will not be accepted for review (and placed on the review list) until all required information has
been submitted.
Form completed hy the responsible Engineer: a?e
.
company: ~IJ LAV1J C~ 1~t4- C-L) E-t t 1J C- OWLL1J61
Address: U~.'101 S TG 7cG) t.1)A 9°12.C4
Zip code
Date: 3`
FOR SPOKANE COiJNTY USE ONLY
SUBMITTAL: Accep[ed for review. aS ` rED
~
~ Retumed for submittal of the following: ~~v ~ v
iMAR 2 4 1997
GENERAL ITEM : SPOKANE COUN I r
PR03ECT DESIGN # RESUBMITTAL ITEM {t: "
Form retutned to:
Company:
Address:
Date:
By:
Spokane Counry bli Works Development Services
Uckplatv 1.0/May95 2
REvEEw CoMvENTs
SPOKANE COUNTY
DNISION OF ENGINEERING & ROADS
1026 W BROADWAY, SPOKANE WA 99260-0710
PHONE (509)456-3600 FAX (509)324-3478
SUBMITTAL i REVIEWER: Ed Parrv
PROJECT _Fat 4F DATE: 2 April 97
PROJECT NAME: Riverwalk 7th Addition
N.B.: Since this project is governed by the edition of the Spokane County Standards for Road and Sewer
Construction (the Standards , adopted 2 May 95, with an effective date of 15 ly,lay 95), these comments
are general in nature, and do not represent a listing of all items which noybe in compliance with the
Standards. The responsibility for ensuring compliance with the Stan d lfies solely with the Sponsor's
Design Engineer. ALL DISCREPANCIES MUST BE ADDRESSE RESOLVED PRIOR TO
PLAN ACCEPTANCE
PRO.TECT DESIGN ~
3. Calcs for Mission Avenue section were not includ in t is submittal
4. Plan Elements
a. Pipe profiles were not included in this submit 1
b. Pipes were not indicated in the road profiles
c. Curb inlet length at Indiana sta. 25+80.5 , T was not indicated
d. To what point will the sidewalk be install as part of Riverwalk 6th? As part of Riverwalk 8th?
e. Pond floor dimensions for temporary p~ nd "H" were not indicated
f. Pond section: typically nee/1& oor of pond to gurter flowline for adequate head over
the drywell rim to develop drywell flthrough the grate
g. Pond floor elevation for tue coordinated with hydroseed callout.
h. A concrete back apron is uded for curb inlets
5. Drainage Report Elements
a. Pipe sizing calcs (open chrgy gradeline/backwater) were not included with thi s
submittal
b. Sizing calcs for the tempor ts were not received with this submittal
11. Approvals: Developers signature is still needed
y
REVIIEW CONIlVENTS
SPOKANE COUNTY
DNISION OF ENGINEERING & ROADS
1026 W BROADWAY, SPOKANE WA 99260-0710
PHONE (509)456-3600 FAX (509)324-3478
SUBMITTAL 2 . REVIEWER: Ed Parri y-
PROJECT P1414E DATE: _a_April 97
PROJECT NAME: Riverwatk 6th Addition
Drain ge Revisions: Indiana/Hodges Lane
N.B.: Since this project is governeri by the edition of the Spokane County Standards for Road and Sewer
Construction (the "Standards", adopted 2 May 95, with an effective date of 15 May 95), these comments
are general in nature, and do not represent a listing of all items which may not be in compliance with the
Standards. The responsibility for ensuring compliance with the Standards lies solely with the Sponsor's
Design Engineer. ALL DISCREPANCIES MUST BE ADDRESSED AND RESOLVED PRIOR TO
PLAN ACCEPTANCE
E$Q,TECT DESIGN
4. Plan Elements
a. Pipe profiles were not included in this submittal
b. Pipes were not indicated in the road profiles
c. Curb inlet length at Indiana sta. 25+80.56LT was not indicated
d. To what point will the sidewalk be installed as part of Riverwalk 6th? As part of Riverwalk 8th?
e. Pond section: typically need .9' from floor of pond to gutter flowline for adequate head over
the drywell rim to develop drywell flow capacity through the grate
f. Pond floor elevation for turf needs to be coordinated with hydroseed callout.
g. A concrete back apron is usually provided for curb inlets
5. Drainage Report Elements
a. Pipe sizing calcs (open channel & energy gradeline/backwater) were not included with this
submittal
b. Sizing calcs for the temporazy curb inlets were not received with this submittal
11. Approvals: Developer's signature is still needed
Other: An Easement will be need for the Type III barricade shown north of the Indiana Avenue right-of-
way
FAX COVER SHEET
, . - SPOKANE COUNTY ENGINEER'S OFFICE
1026 W. Broadway Avenue, Spokane, WA 99260 Phone: (509) 456-3600
Second Floor Fax # (509) 324-7655
DATE: 3AP947 FAX #
To: 5at-'Ad Aoerftr /~~o ~191-'r,
G '
CONII'ANY: ~G
CITY/STATE:
Z
Number of Pages (including cover sheet):
FROM: ~ ~•IE'~I , ~ .
MESSAGE: aCJ'e D'c~~PA& T~~ Nl~
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S P O K A N E C O U N T Y
;
DIVISION OF ENGINEERING AND ROADS • A DIVISION OF THE PUBLIC WORKS DEPARTMENT
Wilham A. Johns, P.E., County Engineer Dennis M Scott, P.E., Director
April 3, 1997
Todd Whipple, P.E.
Inland Pacific Engineering
707 West 7th Avenue, Suite 200
Spokane, WA 99204
VIA FAX
SUBJECT: P1414E - Riverwalk 6th Addition
Plan Change: Drainage Revision at Indiana Ave./Hodges Lane
Gendemen:
We visited the project site on Apri12, 1997. We observed that the base course for the roadway has been placed
and appears to be nearly ready for asphalt paving. We are concerned that the piping proposed for this plan
change has been properly coordinated with the construction operation.
The plan change has not yet been accepted by the County Engineer's Office. The plan change was presented
as being necessary, since an easement for a temporary drainage swale could not be obtained from the properry
owner north of the Indiana Avenue right-of-way, at the proposed access for Hodges Lane.
We are providing nodce to you that if the paving has to be cut to install the proposed pipe, then the Counry
Engineer's Office will not accept Indiana Avenue through this plat for maintenance. We expect that the new
paving wiil have no cut-outs or patches when acceptance and establishment is requested.
Please let us lmow in wri[ing when the road will be paved, or whether this plan change is even necessary at
this point in time. If you have any questions in this matter, please contact Ed Parry at 456-3600. Thank you.
Very truly yours,
William A. Johns, P. E.
Spokane County Engineer
~
Edward J. P , Jr., P.E.
Plan Review Engineer
cc project Cile
Spokane County Engineer's Office• Bill Johns, P E.
Developer Mike Hume, Tomlinson Black North, 8205 North Division, Spokane WA 94208 (via fax)
1026 W. Broadway Ave. • Spokane, WA 99260-0170 1 (509) 456-3600 FAX: (509) 324-3478 TDD. (569) 324-3166
FAX COVER SHEET ~loqlw97
SPOKANE COUNTY ENGINEER'S OFFICE
1026 W. Broadway Avenue, Spokane, WA 99260 Phone: (509) 456-3600
Second Floor Fax # (509) 324-7655
DATE: ~ APP7 FAX # 47477 I
TO: Ata Xa~
COMPANY: 76M.ln/SrsaJ ktck- aO
CITY/STATE:
Number of Pages (including cover sheet): 2
FROM: ~ WN
MESSAGE: GiWA'SQ-flA
(~t~~
d~rA
r
rAX COVER SHEET
SPOKANE COUN"1'Y ENGINEER'S OFFICE
1026 W. Broadway Aveniie, Spokane, WA 99260 Phone: (509) 456-3600
Second Floor Fax # (509) 324-7655
DATE: ~ AOM7 FAX # 4~5b "69CW
TO: T&w wum, ~ Ir_ .
COMPANY:
CITY/STATE:
Number of Pages (including cover sheet): 21
I'ROM: 6D
MESSAGE: ~k = R1612.wkw- 1E)u~ 14-1D PGAW "J4,F
.W.
.
ir
~ REQi7EST F(]lt DESIGN DEVIATI(3N
$30.00
r,r DATE MARCH ~,1. 1997
I2OA~Il NAME I[V UAMA. WIHOW46 Li~ CRPIItiI3 #
N►+1IVIE OF PI.AT RIVERWALK 6TH ADDIT10N p1ar # P14P~~-!~°1G1G-E
ADDRESS [3F HLDC'r
AiA,ME OF BGT}Gr PR[].TEECf $LDG#$9 S8 7' 2°5 R 45
FEDERIILJSTATE PRd]ECT # ~ FR{3TECT LIMITS
EMS'TIING CDNDTTIC3AF5: PROFaSED TMPROVEMENTS:
RQAD WII]'I'H
ROA.D 5T]RFACE
AVG. DAILY TRAFFIC
L`tirrent Traffic Caunt I?esign Year Traffic Count
pRO,IECT DFSCRWT'TQN RIVERWALK 6TH ADDCTION I5 A 4.71 ACRE. 1$ LDT SUBDIVISION EAST OF BARKER
RflAU, EXTENDTNG INI]IANA AVENUE Tf} THE RIVERWALK PLAT EAST BOiFNDARY. '
PRaPC)SBD DFSIGN IIEVTATIQN PKflVIT?E A TEMPLIRARY TYPE A CURS ACRaSS Fi1T[]RE HODGES LA.NE, WITH A
TEMP4lRAR"Y PQNI] AIYD STRLiCTiJRE 4k'k' THE PAVEI3 WIDTH BUT WTTHTN COUNTY ROW OF INDIANA AVENi3E, THIS
DEVIATES FROM 'fHE SPDKANE COUNTY STANDARD LOCATIQN FOR DRAINAGE PDNI]S ANI] STRUCTT3RES.
JLISTIFICATION: - 1] DUE Ta AN TNABILTTY T[} aBTAIN AN OFFSITE EASEME[VT FRC]1WI THE WELCD GRO[SP, DRAINAGE Fi3R THE EAST END OF INDIANA NORTH OF CENTERLINE HAI] T❑ BE REVISEI3.
2] CURBS ARE ALREADY FOiIRED, LTMTTING C3PTIONS Ta RUN STaRMWATER TO POND C VLA A CROSS. GUTTER
A5 WA5 SUGGESTED.
3) WITH* THE IMMINENT FTNALZZATIQN OF THE RIVERWALR 6TH PLAT. RYVERWALK 8TIi IlRAINAGE PLANS
WrLL NEGATE THE NECESSITY FOR THE TEMPOR.ARY SC]ZUTION PRClpOSED HEBEIN. THOi3GH THESE
TEMPORARY MEASUHES Da PRDVI➢E FOR STORAGE AND TREATMENT OF STDRMWAT'ER A5 REDUIRED.
4) TEMP(]RARY TYPE A CURB IS PRdPOSED FRC1M THE WEST CURB RETURN TD THE EAST CURB RETURN OIV
XNDIANA @ Hf}➢GES LANE. T❑ ENSIIRE TRAFFIC SAFETY.
SL]BMITZ'ED BY SCISAN Mi7RPHY11NLANI] PACIFIC ENGINEERING, TNC. ❑ATE MARCH 21. 1997
A,flI)RE55 7[]7 WEST TTH AVENUE. SUITE 200. SPOKANE. WASHINGT{3N Z'LP CODE 99204
pHorrE# (509) 45$-6840 (509)458-6844 (FAx)
*s***** ppMNISTItATiVC VARIANCE FEE OF $30.00 PAIID TZ] SP€)KANE G[3i]N3'Y
'J[126 WBRDADVVAY, SPUKA.NE ►JVA 942 tTQ {]NE (S(f4)45+6-36IX} FAX (5(39)37.4-3478
M9 y ~~ENED BY ~QuE5r wua~ T s wr~vUr ~5a
CASHICHECK # e~DATE
kk;wdmgiLatv aM
DESIGN DEVIATION
STAFF RECOMMENDATIONS
Approved Approved w/conditions Not Approved
( ) ( ) ( )
Project Manager Date
Approved Approved w/conditions
( ) ( )
Not Approved
( )
Project Management Engineer Date
Approved Approved w/conditions Not Approved
( ) ( ) ( )
SPOKANE COUNTY ENGINEER'S
DETERMINATION:
Operations Engineer Date
Approved w/no conditions Approved as recommended above Not Approved
Spokane County Engineer
Date
9/95
U t`4 B E R
RE P
ATF ~ ~
_ \ y o q /4J ~ _ ~ -
" INLAND PACIFI ~ • . 1 ~ . . .
RECEIVED FRON
OUR REF. NO YOUR IM 3 ~ - • d~~ ~ 30
Addre _ Ve~ " „ . . , . • - - DOLLARS. ~ . j ~ . _ . . . ~
- ~Gi _ ' , _ ~ ' ` ' l = ~ _ - . ' . ' _ ' • • r~ .
9 : FOR . : • ~ ' ~ ~ I ~/-,T ~ • ~J •
n ACC.OUNT - HOW PAID
BEGINNING I . I CASH
m ' BAIANCE CHECK
d ~ - f ~ ~ , " • _ .
c Ah10UNT ~ • /l
PAID ~ I NtONEY . ~ gY . "
p " BALANCE I . OROER
o~,~ge9 DUE ~ - •
3 - ' , •
_ Ven_dor c SPOi_rc?k3 _ SPOKAiVE_COIJNTY _ENGINEtRS Che ck:: 12284
INLAND PACIFIC ENGINEERING CO., INC. 12284
' . 707 W 7TH AVE., SUITE 200 WASHINGTON TRUST 9ANK
~ SPOKANE, WA 99204 SPOKANE, WA 99210-2127
(509) 458-6840 . 28-B1251 .
0582701
DATE CONTROLNO AMOUNT
_ 03/18/97 12254 ~i),i)i~
PAY- ***THIRTY AND NO/10() DOLLARS**# a
TO THE '
' ORDER OF S"'OKANE COUNTY ENG I NEERS INLAND PACIFlC ENOINEERINO CO., QiC. ~
. GENERAL ACCOUNT ~
~ •
AUTHORIZED SIGNATURE ,
~ 1190 12 284ii' '1: 12 5 1000891: 1009764 L4311'
~ _ D SeCUAiTY FtAPJPES 'NCLUOED. QETAILS CN EACK. C.
~
April 2, 1997
Todd Wlupple, P.E.
liilaiid Pacific Engmeering
707 West 7th Avenue, Swte 200
Spokane, WA 99204
SUBJECT: P1414E - Riverwalk P.U.D. 6th Addition
Plan Change Submittal - Drainage Revision at Indiana Ave/Grady Lane
Centlemen:
We liave conducted a brief overview of your recent submittal of these plans. We uote that several items need to be
addressed before we are able to accept ttus su uuttal:
• The cal~culad~will n
ons eed a s gned, dated P.E. stamp.lDe~culations for all dramage system components should
beincluded.
• completed "Plan Revision Request" foim indicated m IPE's cover letter was not received widi dvs submittal
package. A"Design Deviation RequesY' fotm may be used for this pwpose.
• (~7,)I'he plans will need to be signed by the Developer.
• Traffic safery will need to be addressed. The County Traffic Engineer has mdicated that a Type "A" curb with
ydramage drops would be acceptable. If a different configuration is desired, please coordinate with the Counry
Traffic Eugmeer (Bob Bruggeman, P.E.) pnor to resubmittal.
• VoNlaui[enance of the swale will need to be acidressed.
• Responsibility for removal of the curb and temporary drainage facilities aud restoration of the pav ent will 1~~
ueed to be addresseci, and coordinated between these plans and the plans for Riverwalk 8th. O~J p~~1~N~Y"`
• ~ submittals should conform to the edition of the Counry Standards governing this project (e.g : copies
of plans, submittal checklist, etc.,).
We are also retuming IPE clieck #12284 in the anouni of $30.00 (clated March 18, 1997), which was iucluded widi this .
submiual. Tliis should be included with the next submittal. If you have any questions, please contact Ecl Parry, either by
letter, or by telephone at 456-3600.
Siucerely,
William A. Johas, P.E.
Spokane County Engineer
Edward J. Parry, Jr., P.E. •
Plan Review Engiueer
cc: Project file
Spokane County Enginocr's Office: Ed Parry, P.E., Dean Franz, P.E.
Developer: Mike Hume, Tomlinson Black NoAh, 8205 North Drvision, Spokane, WA 99208
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~ SPOKANE COUNTY INTERIM ROAD & DRAINAGE
SUBMITTAL CHECKLIST
PROJECT # FQ14 C~ DATE:
PROJECT NAME: ~ W VV- .
PROJECT SPONSOR: tA%KG 9u'A9 TFT a
PROJECT ENGINEER: ~ w 4 ~ ~ L C ~ • TEr
(Road & Dcaioage Plans) ~
PROJECT SURVEYOR: ~~'T m~eH: L •S. TFL.~
(Plat)
PLEASE PROVIDE A RESPONSE TO EACH OF THE FOLLOWING ITEMS: _
GENERAL ITEMS
YatJr,o❑N/A❑ 1. t1 stgned "AGREEMENT TO PAY FEES" form has been subautted to Spokane County along with any
applicable pla[ fees, prior to any pre-design/presubmittal meeung
vesZ0NO11wA❑ 2. I have a copy of, and have reviewed the most recent conditions of approval and any EISIMDNS requiremenu
and conditions of approval have been incorporated in this plan submittal.
PR03ECT DESIGN
vtlur,o13N/Afl 1. I have completed a minimum of one pre-design meeting with Spokane County Development Engineenng
Services Engineers where agreement was reached on drainage design approach.
Y,,Exa0Hr,►0 ~ I have included the results of any geotechnical testing that is required by the desiR~e~~~EDesign
parameters. MAR 2 4 1997
YauNaON/A❑ k I have included any required pavement design calculations on new Public roadways as required by che
"SPOKANE COUNTY STANDARDS FOR ROAD AND SEWER CONSTSRAUWbY3UAgtp"k"
,re U.13 ❑ 4. The road and drainage plans comply with the"STANDARD ROAD PLAN" reqwrements for pian, profile, and
typical cross secdon elements contained in"SPOKANE COiJiV'I"i' STANDARDS FOR ROAD AND SE
CONS ~~U TIO " lacest edi i ezcept as allowid thro ppro~w v d sign ev ations.,~ ~
P~.z. • ~s ~n~s s
❑
Ye No N 5. The dramage re~iort inco rates the minimum requirements for a sto drainage analyis as noted in the GSM
and other items which are appropriate to demonstrate that the design meeu all requirements of the Spol:ane
Co~ Guidelines or Stormw ter Mana ment ezce t as all w,ed thr ugh app oved design deviations.
00, p - - a.-s wN ~.2. Cs -C-- °
Y. N6. A complete dainage basin map with time of concentration Oaths §hown has been included with che decailed
hydrology calculauons. Drainage basin map shows topograph, proposed drainage features, and correlates with
hydrology calculations.
YaL7,vo0H/A❑ 7. All applicable traffic signing requirements are met and have been incorporated'in the plan submittal.
YaONoD N,,►E5r 8. I have included copies of all approved DESIGN DEVIATIONS which aze required for this project.
raONo~N~~E] 9. The plans d draina e report are stam , signed, and ted, and co_ applicable cerdfication
'
statement. 4 ~ ~~S~S q T~ - 1~"'~ NA,v~K~*v~
Yes[1no13N/Ae 10. I have included an adequate erosion control plan and applicable standard plan noces.
i
Y.NoE1N/A❑ 11. I have secured approvals from all applicable ouuid agencies such as fire districts where applicable and have
included proof of their approvals..~ ~fti~r .e~•
000 vd NoCN/A❑ 12. I have provided an acceptable means for perpetual maintenance of street and drainage facilities that zs acce table
to Spokane County and have secured and included copies of any required easements. ~to " w
v~ r,o0LA❑ 13. I have reviewed the plans, caleulauons and other submittal data for completeness, accuracy and consistency and
have submitted nuo copies of plans and (1) bound dr ' ge report. dk~'~'~~
- 1 an3erstand tha[ the requirements noted above are the miuunum requirements necessary to perform a cursory review of the project
plans-and that additional information should be included wi[h this submittal as necessary.
~ ' .
I understand that this submittal will be checked for completeness prior to review, and that it will be returned for further information
if it is found to be incomplete.
I understand that this submittal will not be accepted for review (and placed on the review list) until all required information has
been submitted.
--R~rbt>
Form completed by the responsible Engineer:
compaay: ~E70 LA4J D -TA~vf rV eIJE~ % L) Ec-~2-L►J h
Address: U ~.-101 ~~r_7 SI.U.TE 7190 `:-`KAJ1G~ c.v~l q9 204
Zip code
Date: 3` 2i -e ~
FOR SPOKANE COUNTY USE ONLY
RECEIVED
SUBMITTAL: Accepted for review. MAR 2 4 097
Returned for submittal of the following:
gppKpNE CpUtJTY ENGINEER
GENERAL ITEM ft :
PROJECT DESIGN # : RESUBMITTAL ITEM i/: " •
s
Form returned to: Company:
Address:
Date: By: Spokane Counry Public Works Development Services
Uckplatv 1.0/May95 2
t
-
S P O K A N E O U N T Y
DIVISION OF ENGINEERING AND ROADS • A DIVIS[ON OF THE PUBLIC WORKS DEPARTMEVT
William A. Johns, P.E., County Enguteer Dennis M. Scott, P E, Director
April 2, 1997
Todd Whipple, P.E.
Inland Pacific Engineering
707 West 7th Avenue, Suite 200
Spokane, WA 99204
SUBJECT: P1414E - Riverwalk 6th Addition
Plan Change: Drainage Revision at Indiana Ave./Hodges Lane
Submittal Not Accepted at This Time
Gendemen:
We have conducted a cursory review of your recent submittal for this project, and we have found
items which do not appear to meet the minimum standards of the Spokaue County_ Standards fQr
Road aild Sewer Construction. We are, therefore, unable to accept your submittal at this time.
The attached comment list contains items of concern which we discovered during a cursory review
of this submittal. You should be certain, before you resubmit the plans and calculations for this
project, that your submittal meets the requirements of all applicable agencies. When the nlans are
resubmitted_ nlease mark all changes on the revised print in coLQr.
If you have any questions about this review, please contact Ed Parry at 456-3600. Thank you.
Very [ruly yours,
William A. Johns, P. E.
_ Spokane Counry Engineer
~Glu/ G.
Edward P.E.
Plan Review Engineer
encls: Plans (1 se[)
cc: project file
reviewer (comments only)
Developer: Mike Hume, Tomlinson Black North, 8205 North Division, Spokane WA 99208
1026 W. Broadway Ave. • Spokane, WA 99260-0170 •(509) 456-3600 FAX: (509) 324-3478 TDD. (509) 324-3166
5POK:ANE COUNTI'Y INTERIM ROAD & DRAINAGE
~ SUBMIT7['AL CHECKLIST RECEIVED
PROJECTlt T AIA19 DATE: _M&224PIW
PROJECT NAME: lwUeeujm-K- u4A'. S
PROJECT SPONSOR: tAlKe 'Au'M'g TFT #
PR03ECT ENGINEER: T&1D W~'t PP L G. P. TET #4~t'60040
(Road & Dcamage P{ans) -PAT MA!96IGL. L • S•,
PROJECT SURVEYOR: 'j'FT # ASv'(,Z40
.
(Plac)
PLEASE PROVIDE A RESPONSE TO EACH OF THE FOLLOWING TTEMS:
GENERAI, ITEMS 4 YaZ.❑N/A❑ 1. A signed "AGREEMENT TO PAY FEFS" form has been submitted to Spokane Counry along with any
applicable plat fees, prior to any pre-design/presubmittal meeting
oo/ vesur,oCIr,/A❑ 2. I have a copy of, and have reviewed the most recent conditions of approval and any EIS/MDNS requirements
and conditions of approval have been incorporated in this plan subauttal.
PROJECT DESIGN
YesUr,ZIN/A❑ 1. I have comple[ed a minimum of one pre-design meeting wich Spokane Co~~~r}~~}tt~g~neenng
Sezvices Engineers where• agreement was reached on drainage design approac~ 1J
YmI~r~OOr„A❑ 2. I have included the resulu of any geotechnical testing that is required by the desigr~Woa~h4totcbify design
pazameters.
SP4KANE COUNT'I ENGINEE9
vn~rraON/AE) 3. I have included any required pavement design calcularions on new Public roadways as required by [he
"SPOKANE COITN'I'Y STANDAILDS FOR ROAD AND SEWER CONSTRUCTION", latest edidon.
YQL~H,ONrA❑ 4. The road and drainage plans comply with the"STANDARD ROAD PLAN" requiremenu for plan, profile, and
typical cross secuon elements contained in"SPOKANE COUNTY STANDARDS FOR ROAD AND SEWER
CONSTRUCTION" latest edition ezcept as allowed through approved design deviations.
va~c~OON/A❑ 5. The drainage repon incorporates the minimum requirements for a storm drainage analysis as noted in the GSM
and other items which are appzopriate to demonstrate that the design mee[s all requiremenu of the Spokane
Counry Guidelines for Stormwater Management ezcept as allow,ed through approved design deviations.
0000,
YaRrroOx/e❑ 6. A complete drainage basin map with time of concentraaon paths shown has been included~wirh the detailed
hydrology calculations. Drainage basin map shows topograph, proposed drainage features, and conelates with
hydrology calculations.
Ya~ N/A1:1 7. All applicable traffic signing requirements are met and have been incorporated'in the plan submitcal.
Y6ONo❑N/Ae 8. I have included copies of all approved DFSIGN DEVLATIONS which aze required for this project.
Ye11r4o~tx,~E3 9. The plans and drainage report aze stamped, signed, and dated, and contains, the applicable certificadon
statement.
vesOrvZIN/Ae 10. I have included an adequate erosion control plan and applicable standard plan notes.
~
va No❑N/AD 11. I have secured approvals from all applicable oucside agencies such as fire districts where applicable and have
00.
included proof of their approvals..
v.surroEIN/A❑ 12. I have provided an acceptable means for perpetual maintenance of street and drainage facilities that ts acceptable
to Spokane County and have secured and iacluded copies of any required easemencs.
oooe vftENoON,A❑ 13. I have reviewed the plans, calculations and other submittal data for completeness, accuracy and consistency and
have submitted two copies of plans and (1) bound drainage report.
~•A-
/ 14• Att.~b~t~M~1.Tf rt
I ua~erscand that the requirements noted above are the minimum requirements necessary to perform a cursory review of the project
plans,,and that additional information should be included with this submittal as necessary.
I understand that this submittal will be checked for completeness pnor ta review, and that it will be returned for further information
if it is found to be incomplete.
I undecstand that this submittal will not be accepted for review (and placed on the review list) until all required information has
been submitted.
.4~~ pP~~
Form completed hy the responsible Engineer: w .
comPany: ZL) LA-iJ D --PAz-V;= V-- eIJC--t I L3 Ec-V)-L 1J E-1
Address: U) .''101 -rk A)E S' TE 71:x--) ":-~KNJq 1.l-)A
Zip code
Date: 3- 2i-~~ .
FOR SPOKANE COUNTY USE ONLY
SUBMITTAL: Accepted for review. r`n
/ ~ ` ~ V
Returned for submittal of the following: RE~
,7t 14AR 2 4 1997
GENERAL ITEM # :
SPOKANECOUN►r uPR03ECT DESIGN #
RESUBMITTAL ITEM /1: Form returned to:
Company:
Address: Date:
By;
5pokane Counry bli Works Developmenc Services
I/ckplatv 1.0/May95 2
.
REVIEw COMAMWS
SPOKANE COUNTY
DNISION OF ENGINEERING & ROADS
1026 W BROADWAY, SPOKANE WA 99260-0710
PHONE (509)456-3600 FAX (509)324-3478
SUBMITTAL i REVIEWER: Ed Parrv
PROJECT P1414F DATE: 2 Aprii 97
PROJECT NAME: Riverwalk 7th Addition
N.B.: Since this project is governed by the edition of the Spokane County Standards for Road and Sewer
Consm.iction (the "Standards", adopted 2 May 95, with an effective date of 15 May 95), these comments
are general in nature, and do not represent a listing of all items which may not be in compliance with the
Standards. The responsibility for ensuring compliance with the Standards lies solely with the Sponsor's
Design Engineer. ALL DISCREPANCIES MUST BE ADDRESSED AND RESOLVED PRIOR TO
PLr-1N ACCEPTANCE
PRn&CT DESIGN
3. Calcs for Mission Avenue section were not included in this submittal
4. Plan Elements
a. Pipe profiles were not included in this submittal
b. Pipes were not indicated in the road profiles
c. Curb inlet length at Indiana sta. 25+80.56LT was not indicated
d. To what point will the sidewalk be installed as part of Riverwalk 6th? As part of Riverwalk 8th?
e. Pond floor dimensions for temporary pond "H" were not indicated
f. Pond section: typically need .9' from floor of pond to gutter flowline for adequate head over
the drywell rim to develop drywell flow capacity through the grate
g. Pond floor elevation for turf needs to be coordinated with hydroseed callout.
h. A concrete back apron is usually provided for curb inlets
5. Drainage Report Elements
a. Pipe sizing calcs (open channel & energy gradeline/backwater) were not included with this
submittal
b. Sizing calcs for the temporary curb inlets were not received with this submittal
11. Approvals: Developers signature is still needed
7
~
INLAND PACIFIC ENGINEERING, INC.
_ March 24, 1997 i
W.O. 96083 MR 2 41997
Spokane County Engineers 'g~(;i:•.sc ti ENfINEER
Engineering Development Services " 1026 W. Broadway Ave.
Spokane, WA 99260-0170
Attn: Ed Parry, P.E.
Re: Riverwalk (PE-1414-81/95)
Riverwalk 6th Addition Plan Change
Dear Ed:
.
We are submitting for your review the following documents and plans:
1.) A drawing of the proposed temporary pond for the drainage near the east end of
Indiana Avenue along the Hodges Lane alignment, in place of the drainage and offsite easement
proposed with the original submittal. The street impervious area will drain to the proposed pond
off the edge of asphalt, and will pond to a depth of .5' before overflowing to the proposed inlet.
Water will then be piped to the drywall on the south side of Indiana, located in Pond "D".
Calculations for both the revised `208' requirements and the 10 year Bowstring requirements are
included in this submittal. A basin map outlining the temporary Basin "H" and a Tc route are
also included.
2.) A plan and profile sheet and pond detail sheet of the ponds designed for Riverbank 8'
Addition, to verify that when 8`h Addition is built, the `208' and storm volumes temporarily
directed to Pond "H" will be directed instead to the permanent ponds "C" and "E". (See enclosed
drawings. )
3.) A completed Plan Change request and a check in the amount of $30.00.
4.) In response to comments received by our office in your letter dated March 19`h, 1997
■ A Type A curb has been added to the design for this temporary pond, with
a curb inlet at the low point.
■ Notes have been added to both Riverwalk 6`h Addition and Riverwalk 8`h
Addition specifying responsibility for both the construction and removal/restoration of these
temporary facilities.
J IDocuments1960831revsub2
-
March 24, 1997
Spokane County
Page 2
■ Because this is a Plan Change request, a submittal checklist was not
originally submitted. At your request, a completed checklist and 2 sets of plans and reports are
included. The plans and calculations are not stamped or signed by the Engineer, Todd Whipple.
Due to a scheduling conflict, he is out of town and cleared resubmitting this package for review
without signatures with Bill Johns. Please check with Bill if you have any questions.
■ Maintenance of the pond will be the responsibility of Spokane County, as
the pond is within County right-of-way and contains water from public
streets (Indiana Avenue).
Please give me a call if you have any questions or concerns regarding this change. Your prompt
attention to this matter would be greatly appreciated. Thank you.
Sincerely,
INLAND PACIFIC ENGINEERING COMPANY
Susan Murphy, E.I.T.
sm
enc.
cc: file
J. I Documenls 1960831 revsub2
. _ - ~ ~
~
May 21, 1996 INLAND PACIFIC ENGINEERING, INC.
W.O. rvo. #96083 RECEIVED
MaR 2 4 Wr
Spokane County Engineers SPOKANE COUNTY ENGfNEER
West 1026 Broadway
Spokane, Washington 99260
ATTN: Mr. Ed Parry, P.E.
RE: Results of Soil Classification Testing
Riverwalk 6th Addition
Liberty Lake, Washington
Mr. Parry:
Please find enclosed the results Qf soils classification testing by our subcontractor, .
Gifford Consultants, Inc. on a soil sample obtained from the above referenced
residential development.
The soil sample was obtained from Grady Lane, Indiana Avenue Sta. 22 + 10, 55 ft
right of centerline, 1.5 feet below existing adjacent grades by members of our staff.
We certify herein that the sample tested was obtained from the location stated above,
and that based on the data enclosed, the USCS soil classification of GW/GM is
correct for the sample tested.
Please do not hesitate to call if you have any questions regarding this letter or other
aspects of the project. PET~
Respectfully, 0' WASN~~sO
~o~
INLAND PACIFIC EN INEE N
R~;,15~ -
ssionrnL
Jerr6. Pet son, P.E.
Project Engineer ~ ExPiaes 1112711-7 ~ -
J EP/ell
Enc.
8 \960aMsoilt05t V/p,
. 707 West 7th • Sw[e 200 2020 Lakewood Dnve •$uite 205
Spokane, WA 99204 Cceur d'Alene, ID 83814
509-458-6840 • FAX• 509-458-6844 208-765-7784 • FAX. 208-769-7277
INLAND PACIFIC ENGINEERING, INC.
July 9, 1996 •
W.O. 96083
Office of the County Engineer
Engineering Development Services
1026 W. Broadway Ave.
Spokane, WA 99260-0170
Attn: Ed Parry, P.E. -
Re: Riverwalk (PE-1414-81/95) Riverwalk 6th Addition
We would like to request that the design deviation for Riverwalk 2nd and 3rd be extended to
Riverwalk 6th. Thank You.
Sincerely,
IN AND PACiFIC ENGINEERING COMPANY
~
Todd R. Whipple, P.E.
TRW/jdg
enclosures
707 West 7th • Suite 200 2020 Lakewood Dnve • Suite 205
Spokane, WA 99204 Cceur d'Alene, ID 83814
509-4SA-6R40 . FAX Sn9-4SR_6A44 7(1A_7F,5_77R4 • FAX• 70R_7h9J777
. i
JUL 2 41995 REQUEST FOR DESIGN DEVIA.TION
$3aoo
. ...__.~.~.E..-C~-'-=~- - _ . -__:.._._'_.-D~TE luae'281995-__ - _ - -
ROAD NAME See Attachment A6 B ~RPIRII~ # N1A
NAME OF PIAT- Riverwalk PUD - - ` " Plat # ZE-92--S1
ADDRESS OP BLDG N!A NAME OF BLDG PROJECI' N/A . • - -BLDG# B9 S 8 T 25 R 45
FIDERAIJSI'ATE PROJECT # N/A - -•PROJECT LIIvIITS R/A
EXISTING CONDITTONS: PROPOSED IlvIPROVEMENTS:
ROAD WIDTH ti/A See Attachment A. B. C. & D
ROAD SURFACE N/A See Attacbment A, B, C, & D
AVG. DAII.Y TRAFFIC RlA F/A
Current Traffic Count Design Year Traffiic Count
PROJEGT DESCRIPTTON Rivervalk Phase 2 and 3 is a 90 lot PIID with private interior streets
aad•access to the project from Indiana Avenue. Improvements include public sewer, water,
street, and drainage impravements.
PROPOSED DESIGN DEVIATTON please see Attachment "A" 7USTIFICATION: .
Please see Attachment "A" and nB°
-SUgMTI'jED gy Inland Pacific Engineering Co. DATE June 28, 1995
11DDRESS 707 Aest 7th Avenue, Suite 200, Spokane, AA - ZIP-CODE 99204 -
-m-HONE # (509) 458-6840
•s"•"' ADNIIIVISTRATIVE VARIANCE FEE OF $30.00 PA,ID TO SPOKANE COUNIY
1026 W BROADWAY, SPOKANE WA 99260-0170 PHONE (509)456-3600 FAX (509)324-3478
• ' -REQUEST WILL NOT BE REVIEWED V;MOUT FtJNDS- ~
:ASH/QHECK # RECENED BY d" DATE
-MAM'iPAW &93
' ~ ' `
~ • ~ ,1 . -
- • ' . ~ DFSIGN DEVIATTON ~
3TAF°F RECOMIVIENDATIONS . , . . . •
1'i ! i f017lki l~tt /Ti TffE amD0c571*D wY,r, T*7f-T 'S~n t
` . . . . . . . . -
Approved Approved w/condidons Not Approved
.
~ Project Manager Date
409"P&c c► 7E &.ri TO rq-dav6 G'e.vo~ Tro•~l-
A.pproved Appmved w/condirions Not Approved
. " V
' ~ Planning 8t Traffic Engineer . Date
~
~
Approved App 'ed w/conditions Not Approved .
~
Project Management Engineer Date
A,pproved A.pproved w/conditions Not Approved
. > ( ) /atliOpeons Engineer _ Date
SPOKANE COUNTY_ ENGINEER'S- '
DErERNI3NATI0N: .
.
- , .
roved w/no oonditions ~°~PPraved as reoommended above Not
APP '°►PP. - - - .
. ) . _ . ` - , - • . • • /
~ . • . • . ~
• L~,l-/i--. ~ ~ ` l /
Sgokane County En&eer
. ~ _L. ~'i '~i .~Wt.s ir••:_ ~ . • <i .1~~'. , _ . • • -
W3
' ' .
3.19 NOT USED
~
3.20 CURB RAMPS
~ The Sponsor shall construct ramps to provide passage of disabled persons. The ramp ,
shall be oonstructed in curb and sidewalk at all comers of intersections. Ramp$ shall be
; constructed at other crosswalk locations. Ramps shall be constructed as shown on the
Standard Plan entitled Curb Ramp.
' -
, 3.21 NOT USED .
3.22 PRIVATE ROADS
A private road is a privately-owned vehicular access route serving more than three lots,
parcels or tracts which do not have frontage on a public road righf of way. Private roads
within mandated non,attainment areas for suspended particulates shall be paved. Private
roads in all other areas shall provide an all-weather driving surface. The traveled way is
the designated fir.e lane. Spokane County will not review the plans of private roads,
inspect the construction of private roads or maintain private roads.
Private roads will be ermitted when provided for in appropriate ordinances or at the
discretion of the Coun~jr Engineer when:
1. At least one of the following conditions exists:
A. Existing abutting development precludes the construction of a public road,
or
B. Development of a public road is undesirable because of topographic,
geological or soil conditions, or
C. The roads are within a private development with a corporate identity, such
as a P.U.D., or industrtal par{c.
- D. Neighbofiood traffic circulation and* lot access can be met more logically by
private roads than by public roads.
2. Title notice have been approved and recorded with the County that provide for
maintenance of the private roads and associated parking areas by owners in the
development, and
A. A ten (10) foot easement shall be provided for on each side of the roadway
for roadway maintenance and utilities, and
B. Provision is made for the rdads to be open for emergency and public service
vehicle use, and
C. The title notice shall include langua.ge indicating that the county is not
responsible for maintenance of the private road, and
D. The private roads will not obstruct public road circulation.
Spokane County Standards Page 25
January 1995
~ Private road design Plans, drainage studies, drainage plans and appropriate calculations
shall be submitted by the sponsor to the County Engineer. All submittals shall bear a
certification by the spon3or s Design Engineer that they were prepared in conformance
~ with and meet the requirements of these Design Standards and the Guidelines for
Stormwater Management. Prior to private road construction, the Sponsor must acquire
acceptance for any private development drainage plan that. impacts the public road
rights-of-way in accordance with Section 5.01. Submittal reqwrements-and procedures
~ shall be as prescribed by the County Engineer.
Record drawings of private road and drainage improvement construction shall be
~ submitted by the sponsor to the County Engineer. All record drawing submittals shall
bear a certification by the sponsor's Construction Engineer that construction was
rformed in conformance with these standards, the provisions of section 9.10, and the
uidelines for Stormwater Management.
~
3.23 NOT USED
~ 3.24 DRIVEWAY APPROACHES
~ 1. GENERAL
A. Private driveways provide primary vehicular access from a roadway to up
to three lots. Private driveways shall comply with Section 3.0-5.050 of Title
~ 3 of the Spokane County Code as amended.
B. Every driveway approach must provide access to an off road parking area
~ located on private property. The driveway shall be of sufficient length so a
vehicle in the driveway does not project into the road right of way, sidewalk,
~ or pathway.
C. Public or private driveways in industrial, commercial, multiple family,
~ church, or any like use shall be constructed to allow vehicles to exit without
~ backing out onto an arterial road.
~ D. Driveway approaches shall be constructed to avoid interference with
existing drainage inlets, culverts, road lighting standards, utility poles, traffic
regulating devices, fire hydrants or other public facilities. The applicant
~ shall bear the cost of relocating any such public facility. The agency
holding authority for the particular structure shall decide how the facility will
be relocated.
~
E. The total width of all driveway approaches on a road for any ownership
shall not exceed 50% of the frontage of that ownership along the road and
shall not be more than two in number except as allowed under Section 3.24
1 G1. Refer to the Standard Plan entitled "Cement Concrete Approaches°
~ for approach dimensions.
,
Spokane County Standards Page 26
January 1995
~
EXHIBIT "A"
Pmposed Design Deviation #1
This request is to allow the final plat known as Riverwalk P.U.D. to be reviewed and
approved under the recently adopted. "Application Procedure" as described in-the 1995 _
Snokane Countv Standards for Road and Sewer Construction. The project will be
designed in conformance with the road sections contained in the EX'I'ENSION OF
'ITME and the preliminary plat (PE-1414-81/ PUDE-1-82/ ZE-92-81).
Justification
'Tbe recent adoption of the 1995 Snokane Countv Standards for Road and Sewer
Construction has left some preliminary plats in a crossover status from the old standards
to the new standards. Therefore, to maintain continuity in the project, we propose the
entire north half, including Indiana Avenue, to be reviewed under the same review
process.
Proposed Design Deviation #2
This request is for the approval to construct the private streets and Indiana Avenue as
shown on Attachment B. (Please See Attachments)
Justification
Due to the development of the north half into two separate communities we would like
to get 2 private roadway sections approved. The first section includes the 6' walkway .
delineated in the roadway area, while the second includes an integral sidewalk behind
the curb, with an alternate section for a planting strip. These are described below.
J
A) Interior private streets: For the empty nester community, the paved walkway will be
delineated by a paint stripe to separate the driving lane from the paved pathway. Tlus
will give the empty nester community a different look than the other areas of the project.
B) Interior private streets: For the non-empty nester community (general family
_ community), a sidewalk will be placed on one side of the roadway adjacent to the curb,
with an alternate planting strip section available.
C) Indiana Avenue: The existing cross section is constructed with Type "B" curb and
gutter as shown on the North Idaho Engineering plans, with 40' face of curb to face of
curb. We want to keep continuity with this cross section for the entire project.
, , ~ . . . ; t • , , . ' . ,
. l
E inland
Pacifc. - ' •w ' . -Engineering . " Wor.-
707 k~~Auth.a:rizatlon W. 7th Ave., Suite 200, Spokane, WA 99204. , • . , ' , ' ' • ' ' . + ' , ' ; _ '
. • (509)458-6840 Fax: (509)458-6844 , , . , . _ • . ; ' ` • • • • ` - _ ' • .
. , , • , - . • , . ° • . - , , . . . . ~ .
' Please review this.information carefully to verify-the mutual understanding,and terms of this V►'ork.Authorization., _
- Attachmenu aFplicable to this ~Vork Authorization are checked. Attachments which do not appty:aze crossed. out.•
- Provisions of applicable atttichments-are hereby made a part of this Work Aut}ioriiation:-please retprri a,sigqed
original Work Authorization to Inland Pacific Engineering to suthorize the wo:k to begin. - •
• , Client Name: ~-ke ~e c/o Tom.tinson',North -Realty . . ' , ; • • Fhone: ; `44~67-7400
, Billing Address: 8205 N. Division, Spokane, Washington 99208 - ' . ; • , = _
' Client's Representative: ' Brian Walker ' . • ' ' • , Phone: 467=7400 -
• Representative's Address: Same . • -
Name of Land Owner: . ~ Phone: • , - '
Address of Land Owner: ' ' ' " • '
Work Aescription: Construction insvection nei addendim': to Attachment "A". "
` Locatiun of Wurk: Riverwalk 6th Addition • ' ` Client Will Provide: Approved plans and alI applicable ,construct3on pezmits.
~ . • - . ,
UETAII.ED DESCRIPTION OF WORK: - SEE ATTACHMENT "A" 27 GENERAL CONDITIONS: ' SEE-ATTACHMENT "B" 'D •
SPECIAL PROVISIONS: - SEE AT'fACHhtENT "C" Q- FEES AND RILLING PROCEUURES: • SEE ATTACHMENT "D" '
BASIC. SCRV;CES FEE: N/A
. •
. . SPECIAL SERVICES Recommended Budget: $8•035.00
PROCESSING FEES Recommended Budger. ' - Invoices are due and payable on Qresentation. Invoices aze past due 30 days'aRer the invoice date, lnterest at the
, rate of 1-I/4% per montli~computed fsom the invoice date and compounded morithly will be charged on past due
accounts. The CL[ENT agrees to pay all reasonable attorney's fees and/or collection costs incurred to cotlect Qast
due accoants. The CL[ENT confirms that he has received copies of all applicable attachments as indicated above
- and that ali information included in this Work Authorization is true ar:d correct. '
. -
CLIENT: -OZA1-19
gy. ' Date:
i . •
By. Date: •
•ENGMEER: M D PA F COMPANY, INC.
By: ~ Date: ~ y 77 ' ~
Tide:
Date W.A. Received from CLIENT: .
lob Name: Riverwalk 6th Addition ]ob No.• 96083- (
WORK AUTHORIZATION AMENDMENT TO ATTACHMENT °A°
DETAILED DESCRIPTION OF WORK
Riverwalk 6th Addition (18 Residential Lots)
Construction Inspection
- - - - - IPE- W.O. # 96083-1-. - - Inland Pacific Engineering will perform Construction Inspection services-as outlined below and
charge for said services on the basis of time and expense.
A. ROAD CONSTRUCTION INSPECTION OF:
1. Earthwork and Subgrade Preparation.
2. Placement and compaction of all base material.
3. Placement and compaction of pavement. 4. Curb and sidewalk installation.
5. Drywells, inlets, and general facilities.
6. Temporary drainage facilities.
7. Erosion control.
8. Coordination with Spokane County.
9. Preparation and submittal of "Record DrawingsA.
B. Direct Expense
1. Mileage at $0.30 per mile.
• . ~ t ~
a inspection
page 2
2. DESCRIPTION OF WORK
Inspection by IPE personnel or other agency personnel shall not relieve the contractor of his
- responsibility to construct.the facilities.covered by this.agreement to the_line and grade shown
on the approved plans or as staked by the engineer.
1. The scope of these construction engineering services includes:
A) Periodic observation and reporting of specific construction activities on this
project which include; Bases, Subgrade, Pavement, Concrete Curb and Gutter,
Sidewalks, and Storm Drainage;
B) Maintenance of all construction records related to construction activities outlined
in paragraph "A" above, which may include; daily inspection reports,
manufacturers' certifications, material test reports, and correspondence;
C) Assurance that the construction of the roads is according to the approved plans
accepted by the Spokane County Engineer, Spokane County General
Provisions, the Standard Specifications, and applicable portions of the WSDOT
Construction Manual;
D) Development of Post Construction Record Drawings for Street and Storm
Drainage Facilities; it is understood the facilities inspected by firms other than
IPE will be certified by those firms in a form acceptable to Spokane County;
E) Coordination of the testing of construction materials for compliance to the
• plans accepted by the Spokane County Engineer, Spokane County
General Provisions, the Standard Specifications, and applicable portions
of the WSDOT Construction Manual. Actual materials testing to be
performed by others and billed separately from Inland Pacific Engineering
billing.
2. Prior to acceptance of the roads and drainage facilities by Spokane County, the
Engineer shall submit all construction records and the Record Drawing to the Spokane
County Engineer.
, ; .
Inspection page 3
The services described herein will be performed as needed and billed on the basis of time and
- expense as outlined in the maximum hourly billing rates by job classification included in the
Work Authorization. You should budget $8,035.00 for the scope of services outlined above
on a one time basis. Brian Walker agrees to provide to IPE or arrange for appropriate
certifications from other firms and to include provisions in their construction contracts to back
charge their contractor for the cost of IPE services which may be required for re-inspection or
re-testing of facilities which failed to meet the required standards. Billings for said re-
inspections will be carefully identified on IPE's billing to Brian Walker. Brian Walker will be
responsible to back charge their contractor.
It is also understood that no work shall commence within any portion of the proposed Spokane
County Right of Way without first obtaining a written permit and approved plans from the
County Engineer. It is also understood that any project facilities constructed without adequate
inspection and documentation by IPE will be removed and reconstructed in accordance with
approved project plans and Spokane County Specifications, or IPE will not be responsible for
project certification or submission of record drawings to the County Engineer.
96 49:29 467 9771 'IYlffiLIN50N NOR' ~ Q005
" • 3
~ ~~RTH ~..l~lLTY •
• a W&*Iug= CDTFk7radon
~ c
By: -
• STATE £]P WASHWGT'ON
CUUN'X DF
I te&Y that I knaw ar have satisfattory evidem tbat
sis the Pcr= Wha aggcarad befare me, and sha sajd person acmowkdpd that he sig=d rhis
i=ument. vn oath smad he was audiotiwd ta ,ecube thia inmmeai„ a.nd
acknowledged it as the ~ vf
~ ti , ~
aWashinZvn cazpnration, to be the free aad rrolanuily aa af r.M coqatadoox, fvr the e=
aad purpases th,eFCin txxMUOned in rhe iM~M
Dated this _q rday of ~ , 194~. _ ~ . • . _ _ ` _ ^ Y
~ r -
N PCTBUC 3n and forbc Sm Of P~~i9i~- _
RuicUng at -ia-x -
1'viy appoint=nt qim
~
9SM VnExwAj.X erm
TC,:qI c*;r-r_cxx-°inr
INLAND PACIFIC ENGINEERING CO., INC.
a Washington corporation
By:
Richard L. Mason
President
STATE OF WASHINGTON
COUNTY OF SPOKANE
I certify that I know or have satisfactory evidence that Richard L. Mason is the
person who appeared before me, and that said person acknowledged that he signed this
instrument, on oath stated that he was authorized to execute this instrument, and
acknowledged it as the President of INLAND PACIFIC ENGINEERING CO., INC., a
Washington corporation, to be the free and voluntary act of said corporation, for the uses
and purposes therein mentioned in the instrument.
Dated this ~qv;~-
day of 199 ~ .
U
,
~ • ^~.r~.~'~ .
STAT~O OFFlCIALSEAL JUDITH LEO , (NOTA PULIC in and for the State of Washington,
Notary Public - Washington', ReSiding at
My~C~ommission Expires ' My appointment xpires //5
y'~ 1889 a~ tober 27, 1997 '
'1 V vv vv v-v wyvV v~/'ryyW~
96083 RIVERWALK 6TH
,
; Vo/!t/t+o t1CL lO:LU CAA 5U2! M'L! 'L'L'L'/ JYV11A1VC YALL.hY Y11Cb LtYI IPJUUl
PM JOB #
. *03
INLAND PACIFIC ENGINEERING, INC.
~ CC: Ust Initials
~
I ,
June 11, 1996 - -
W.O. 96083
Mr. Pau1 Chase
Fue District No. t
E. 10319 Sprague Avenue
Spokane, WA 99206
RE: RIVERWALK 6TH ADDITION
Enclosed please find a copy of the road plans for.the above referenced pTOject. We request
approval from Fire District No. 1 for this project. Approval wfll be aclmowlodged by signing
below. Please mail and/or fax this ietter back to us.
The road plans for Riverwalk 6th Addirion meet the requircma1ts of Fire nistrict No. 1.
OQ' ~f/" ~V " ~ • ~i ~ /t~trs~..~L 6' /G - `6
FME nLSMcr. A"xovAL DATE
lf you have any questions or concerns, please call Todd Whipple at 458-6840. Thank You.
Sincerely, INLAND PACIFlC ENGINEERIIVG COMPANY
s~ !/.e:941-_
45~1~ )anelle Gonzale9, E.I.T.
]DGrjdg
Enc. 707 West 71l+ . Suite 200 2020 Lakewood Onve • Sui[e 205
Spokane, WA 99I01 Caeur d'IUerm, ID 83814
5094566040 • FN(: 509-458-6844 208-765•77E4 • fn7(:208•769-7277
. ~
a . . . r ~ . e v..... . . } .
~ . .
5POKAfVE VALLEY FIRE DEPARTMENT
~ SAokane County Fire Qrotectlon Drsttrcf No. l
10319 FAST SPRRGtJE RYE, • SPOKAME.WA 99206-3576 . (5?9) 92a-170] . FWC(5M) 921-2227 ~
R. Fa11 jiumptnte:
cr„wr
May 30, 1996
Department af Huilding & planning
Lvuis Webster
1026 w. Braadway
5pvkane, W'A 99260
RL: Pvae`rwa.1kG -1414-81
and ath Addi.tian
Qear 1Kr. Hebster,
Ok ta r,alaase. Water and access plans have been revieWed.
sincerelY,
3~a~
Paul Chase
Fixe Marshal
PC/md
cc : eruce HvWard
Inland Pacifxa Engineerfng
~ - _ . ~
t December 14, 1995
TEMPORARY TIIRNAROIIND AND DRAINAGE EABEMENT
FOR
INLAND PAPER PROPERTY
That portion of the Southeast Quarter of Section 8, T.25 N., R.45
E., W.M., County of Spokane, State of Washington described as
follows:
Beginning at the Southwest Corner of the Northwest Quarter
of the Southeast Quarter of said Section 8; thence
N.0103114611W. along the west line of said Northwest Quarter
of the Southeast Quarter a distance of 74.41 feet to the
TRUE POINT OF BEGINNING; thence N.89048104"E. a distance of
125.03 feet; thence N.01°31'46"W. a distance of 150.04 feet;
thence S.8904810411W. a distance of 125.03 feet to said west
line; thence S.01031146"E. along said west line a distance
of 150.04 feet to the True Point of Beginning.
' + -
RECE~~
MA R FD
S~~ 2 4 199I
N'e COU47.
y FNGNIFfR
DRAINAGE REPORT
for
RIVERWALK 6TH ADDITION
Spokane County, Washington
REVISED MARCH 1997
Prepared by:
Inland Pacific Engineering Company
707 W. 7th Avenue, Suite 200, S~pokane, WA 99204
(509)458-684U
This report has been prepared by Susan Murphy of Inland Pacific Engineering Company under the direction of the
undersigned professional engineer whose seal and signature appear hereon.
The;des,ign improvements shown in this set of plans and calculations conform to t6e a'pplicable
editions of the Spokane County Standards for Road and Sewer Construction and the Spokan'e
County Guidelines for Stormwater Management. All design deviations have been approved by the
Spokane County Eogineer. I approve these plans (calculations) for construction.
Todd R. Whipple, P.E.
r , .
PURPOSE
The purpose of this drainage report is provide information and calculations for the changes that are
being proposed to storm drainage facilities designed as part of the Riverwalk 6`h Addition plat. This
development is within the Aquifer Sensitive Area (ASA) and is therefore subject to `208'
requirements. Due to an inability to obtain an easement necessary for previously designed offsite
drainage storage, revisions have been made to accomaodate drainage facilities onsite to dispose of
runoff from the ten year design storm.
The change to the previouly designed drainage plan is limited to previously designated Basin "F".
The calculated `208' volume for temporary Basin "H" will be stored in a temporary pond "H" located
off the paved width on the north side of Indiana Avenue. (See enclosed Basin Map.) A temporary
Type "A" curb will direct runoff to a curb inlet at the low point, where the temporary pond will
collect and treat the `208' volume. Stormwater will be piped to Pond "D" on the south side of
Indiana Avenue via pipe, and be dispersed via the Type B drywell designed for Basin D. New
calculations for both the `208' volume required and the storm volume requirement for the temporary
Basin "DH" are included in this report, and are summarized below.
Table 1: IO-Year Design Storm Analysis Summary
Basin Area `2081 '208' Total Vol. Total Vol. Peak
(Acres) Required Provided Required Provided Flow Dtywells
(Cu.Ft.) (Cu.Ft.) (Cu.Ft.) (Cu.Ft.) (cfs)
H 0.13 158 176 - - 0.25 -
DH 1.39 457 585* 419 1116* 1.41 1"B"
* 585 cf = 176 cf (Pond H) + 409 cf (Pond D).
* 1116 cf = 322 cf (Pond H@.8' depth ) + 794 cf (Pond D@.9' depth)
Inland Pacific Engineering Co. 1 Rivenvalk 6th Addition Revised Drainage Repon
' ZoC6' T
9w6 ~
BOWSTRING METHOD PROJECT Rrverwalk 6th Addition •
PEAK FLOW CALCULATION PROJECT Rrverwalk 6th Addition DETENTION BASIN DESIGN BASIN Temporary Basin H ~
BASIN. Temporary Basin H 10-Year Design Storm DESIGNER SKM 'Tot Area 0.13 Acres DATE- 03/23197
Imp. Area 3800 SF
C= 090
Time Increment (min) 5
CASE 1 Time of Conc. (min) 12 32
OuMow (cfs) 0
20 ft Overland Flow Design Year Flow 10
Area (acres) 013
Ct = 0 90 Impervious Area (sq ft) 3800
L= 20 ft 'C' Factor 09
n= 0 40 '208' Volume Provided 176 -
S= 0 020 Area ` C 0.117
Tc = 10 13 min., by Equation 3-2 of Guidelines
Time Time Inc. Intens Q Devel. Vol In Vol Out Storage -
190 ft Gutter flow (mm) (sec) (iNhr) (cfs) (cu ft) (cu ft) (cu R)
Zt = 50.0 For Z2 12 32 739 1.99 0 23 231 0 231
7-2 = 1 Type B= 10
n= 0 016 Rolled = 3.5 5 300 3.18 0 37 150 0 150
S= 0.008 10 600 2 24 0 26 211 0 211
15 900 1 77 021 238 0 238
d= 0.147 ft 20 1200 1.45 0 17 246 0 246
25 1500 121 0 14 248 0 248
A R Q Tc Tc total I Qc 30 1800 1 04 0 12 250 0 250
35 2100 0 91 0 11 250 0 250
0 55 0 07 0.79 2.18 12 32 1 99 0 23 40 2400 0 82 0 10 254 0 254
45 2700 0.74 0.09 256 0 256
Qpeak for Case 1= 0 23 cfs 50 3000 0.68 0.08 259 0 259
55 3300 0.64 0.07 266 0 266
60 3600 0 61 0.07 275 0 275
CASE 2 65 3900 0 60 0.07 291 0 291
70 4200 0.58 0.07 302 0 302
Case 2 assumes a Time of Concentration less than 5 minutes so that the 75 4500 0.56 0 07 311 0 311
peak flow =.90(3.18)(Imp. Area) = 0 25 cfs 80 4800 0.53 006 313 0 313
85 5100 0 52 0 06 326 0 326
90 5400 0.50 0 06 331 0 331
So, the Peak flow for the Basin is the greater of the two flows, 95 5700 0 49 0 06 341 0 341
0.25 cfs 100 6000 0.48 0.06 351 0 351
208' DRAINAGE I?OND CALCULATIONS
Reqwred '208' Storage Volume
= Impervious Area x 5 in / 12 iNft 158 cu ft
208' Storage Volume Provided 176 cu ft
DRYWELL REQUIREMENTS - 10 YEAR DESIGN STORM
Maximum Storage Required by Bowstnng 326 cu ft
Number and Type of Drywells Required 0 Single
ERR Double
~R~ ~ T •
BOWSTRING METHOD PROJECT Riverwalk 6th Addition
PEAK FLOW CALCULATION PROJECT Rivervvalk 6th Addihon DETENTION BASIN DESIGN BASIN Temporary Basm H BASIN Temporary Basin H 10-Year Design Storm DESIGNER: SKM
Tot Area 1.39 Acres DATE 03/23197
Imp Area 10970 SF
C = 0.40
Time Increment (min) 5
CASE 1 Time of Conc. (mm) 7.86
Outflow (cfs) 1
130 ft Overland Flow Design Year Flow 10
Area (acres) 1 39
Ct = 015 Impervious Area (sq fl) 10970
L= 130 ft 'C' Factor 04
n= 0 40 '208' Volume Prowded -
S= 0.020 Area ' C 0 556
Tc = 519 mm., by Equation 3-2 of Guidelines
Time Time Inc. Intens. Q Devel. Vol In Vol Out Storage '
225 ft Gutter flow (mm) (sec) (iNhr) (cfs) (cu fl) (cu ft) (cu ft)
Z1 = 50.0 For Z2 7 86 472 2.53 1.41 891 472 419
Z2 = 1 Type B= 10
n= 0 016 Rolled = 3.5 5 300 3.18 1 77 711 300 411
S= 0.005 10 600 2.24 1 25 947 600 347
15 900 1.77 0 98 1044 900 144
d= 0.199 ft 20 1200 1.45 0.81 1097 1200 -103
25 1500 1.21 0 67 1117 1500 -383
A R Q Tc Tc total I Qc 30 1800 1 04 0 58 1134 1800 -666
35 2100 0.91 0 51 1144 2100 -956
1 00 0 10 1.41 2 67 7 86 2.53 1 41 40 2400 0 82 0 46 1167 2400 -1233
45 2700 0.74 041 1177 2700 -1523
Qpeak for Case 1= 1.41 cfs 50 3000 0 68 0.38 1195 3000 -1805
55 3300 0 64 0.36 1231 3300 -2069
60 3600 061 0 34 1275 3600 -2325
CASE 2 65 3900 0.60 0 33 1355 3900 -2545
70 4200 0 58 0 32 1406 4200 -2794
Case 2 assumes a Time of Concentration less than 5 minutes so that the 75 4500 0 56 0.31 1451 4500 -3049
peak flow = 90(3 18)(Imp Area) = 0 72 cfs 80 4800 0.53 0 29 1462 4800 -3338
85 5100 0 52 0 29 1521 5100 -3579
90 5400 0 50 0.28 1546 5400 -3854
So, the Peak flow for the Basin is the greater of the two flows, 95 5700 0 49 0 27 1597 5700 -4103
1.41 cfs 100 6000 0 48 0.27 1644 6000 -4356
208' DRAINAGE POND CALCULATIONS
Required '208' Storage Votume
= Impervious Area x.5 in / 12 in/ft 457 cu ft
208' Storage Volume Provided cu ft
DRYWELL REQUIREMENTS - 10 YEAR DESIGN STORM
Maximum Storage Reqwred by Bowstnng 419 cu ft
Number and Type of Drywells Required 0 Single
1 Double
QO8' -t~T~NI
REO,r
BOWSTRING METHOD PROJECT: Riverwalk 8th Addition 'Rw g
PEAK FLOW CALCULATION PROJECT Riverwalk 8th Adddion OETENTION BASIN DESIGN BASIN: H
BASIN. H 10-Year Design Storm DESIGNER S Murphy Tot Area 0.61 Acres DATE. 03/20
Imp Area 5373 SF
C= 040
Time Increment (min) 5
CASE 1 Time of Conc. (min) 7 10
Outflow (cfs) 1
75 ft Overland Flow Design Year Flow 10
Area (acres) 0 61 ,
Ct = 0.15 Impervious Area (sq ft) 5373
L= 75 ft 'C' Factor 0 4
n= 0 40 '208' Volume Provided 387 -
S= 0.010 Area • C 0244
-
Tc = 4 60 min, by Equation 3-2 of Guidelines
Time Time Inc Intens Q Devel. Vol.ln Vol.Out Storage '
225 ft Gutter flow (min) (sec) (iNhr) (cfs) (cu ft) (cu ft) (cu ft)
Z1 = 50 0 For Z2 7 10 426 2 66 0 65 371 426 -55
Z2 = 1 Type B= 1.0
n= 0 016 Rolled = 3.5 5 300 3.18 0.78 312 300 12
S= 0.010 10 600 2.24 0 55 407 600 -193
15 900 1.77 0 43 451 900 -449
d= 0 130 ft. 20 1200 1.45 0 35 476 1200 -724
25 1500 1.21 0 30 486 1500 -1014
A R Q Tc Tc total I Qc 30 1800 1.04 0.25 494 1800 -1306
35 2100 0.91 0 22 498 2100 -1602
0.43 0.06 0 65 2 50 7.10 2.66 0.65 40 2400 0.82 0.20 509 2400 -1891
45 2700 0.74 0.18 514 2700 -2186
Qpeak for Case 1= 0.65 cfs 50 3000 0.68 0.17 522 3000 -2478
55 3300 0.64 0.16 538 3300 -2762
60 3600 0.61 0.15 557 3600 -3043
CASE 2 65 3900 0 60 0.15 592 3900 -3308
70 4200 0 58 0.14 615 4200 -3585
Case 2 assumes a Time of Concentration less than 5 minutes so that the 75 4500 0.56 0 14 635 4500 -3865
peak flow =.90(3 18)(Imp. Area) = 0.35 cfs 80 4800 0 53 0 13 639 4800 -4161
85 5100 0 52 0.13 665 5100 -4435
90 5400 0.50 0.12 676 5400 -4724
So, the Peak flow for the Basin is the greater of the two flows, 95 5700 0 49 0.12 699 5700 -5001
0 65 cfs 100 6000 0.48 0.12 720 6000 -5280
208' DRAINAGE POND CALCULATIONS
Required '208' Storage Volume
= Impervious Area x.5 in / 12 iNft 224 cu ft
208' Storage Volume Provided 387 cu ft
DRYWELL REQUIREMENTS - 10 YEAR DESIGN STORM
Maximum Storage Reqwred by Bowstring 12 cu ft
Number and Type of Drywells Required 0 Single
t Double
BOWSTRING METHOD PROJECT. Rrverwalk 8th Addition
PEAK FLOW CALCULATION PROJECT Rrverwalk 8th Addition DETENTION BASIN DESIGN BASIN E BASIN• E 10-Year Design Storm DESIGNER: S. Murphy Tot. Area 0 17 DATE: 03/24
Imp Area 3306 SF
C= 025
Time Increment (mm) 5
CASE 1 Time of Conc. (min) 5 04
Outflow (cfs) 03
40 ft. Overiand Flow Design Year Flow 10
Area (acres) 0.17
Ct = 0.15 Impervious Area (sq ft) 3306
L= 40 ft 'C' Factor 0.25
n= 0.40 '208' Volume Provided 165 •
S= 0.020 Area " C 0.043
Tc = 2.56 min., by EquaUon 3-2 of Guidelines
Time Time Inc. Intens Q Devel. Vol.ln Vol.Out Storage '
138 ft Gutter flow (min) (sec) (in/hr) (cfs) (cu ft) (cu ft) (cu ft)
Z1 = 500 ' For Z2 5.04 302 3 17 0 13 55 91 -36
Z2 = 1 Type B= 1.0
n= 0.016 Rolled = 3 5 5 300 3.18 0 14 54 90 -36
S= 0.008 10 600 2.24 0.10 67 180 -113
15 900 1.77 0 08 75 270 -195
d= 0.075 ft 20 1200 1.45 0 06 80 360 -280
25 1500 121 0.05 82 450 -368
A R Q Tc Tc total I Qc 30 1800 1 04 0.04 84 540 -456
35 2100 0.91 0.04 85 630 -545
0.14 0 04 0.13 2.48 5.04 3.17 013 40 2400 0 82 0.03 87 720 -633
45 2700 0 74 0.03 88 810 -722
Qpeak for Case 1= 0 13 cfs 50 3000 0 68 0.03 90 900 -810
55 3300 0 64 0.03 93 990 -897
60 3600 0 61 0 03 96 1080 -984
CASE 2 65 3900 0.60 0.03 102 1170 -1068
70 4200 0 58 0.02 106 1260 -1154
Case 2 assumes a Time of Concentration less than 5 minutes so lhat the 75 4500 0.56 0.02 110 1350 -1240
peak flow = 90(3.18)(Imp Area) = 0 22 cfs 80 4800 0.53 0.02 110 1440 -1330
85 5100 0.52 0 02 115 1530 -1415
90 5400 0.50 0 02 117 1620 -1503
So, the Peak flow for the Basin is the greater of the two flows, 95 5700 0 49 0 02 121 1710 -1589
0 22 cfs 100 6000 0 48 0.02 124 1800 -1676
208' DRAINAGE POND CALCULATIONS
Required '208' Storage Volume
= Impervious Area x.5 in ! 12 in/ft 138 cu ft
208' Storage Volume Prowded 165 cu ft
DRYWELL REQUIREMENTS - 10 YEAR DESIGN STOR
Maximum Storage Reqwred by Bowstnng -36 cu ft
Number and Type of Orywells Required 1 Single
0 Double
CURB INLET CALCULATIONS •
Curb Inlet Depression = 2 in.
Standard Curb Inlet Length = 4 ft.
Upstream Gutter Roughnes Reciprocal Depth Length
'208' Curb Drop Impervious Peak Slope Coeff Cross slope of Flow Required
Sub-Basin Station R/L Area Flow S n Z Z/n d* Qa/La*` Q!(Qa/La) Remarks
-
C 25+25 L 3611 0.24 0.0100 0.0160 50 3125 0.08 0.058 4.09 Need 1- 4' curb inlet
_~t UMcJAu<, (A
INLAND PACIFIC ENGINEERING
RIVERWALK STH ADDITION
CURB INLET CALCULATIONS
Curb Inlet Depression = 2 in
Standard Curb Inlet Length = 4 ft.
Upstream Gutter Roughnes Reciprocal Depth Length
Curb Drop Impervious Peak Flow Slope Coeff Cross siope of Flow Required
Basin Station R/L Area c f.s S n Z Z/n d' Qa/La" Q/(Qa/La) Remarks
H 10+55 L 5373 0.65 0.0100 0.0160 50 3125 012 0.085 7.68 Need 2- 4' curb inlets -
E 10+53 R 3306 0.22 0.0080 00160 50 3125 0 09 0 059 3.74 Need 1- 4' curb inlets ,
Calculated per Figure 18 of Guidelines
" Calculated per Figure 16 of Guidelines
A 4 foot curb drop with a 6" gutter has a
capacity of 4.0 ds in sump condition
to
INLAND PACIFIC ENGINEERING, INC.
October 14, 1998
Il'E W.O. # 96083-1
Spokane County Engineer's Office
W.1026 Broadway
Spokane, Wa. 99260
Attn: Bill Hemmings, P.E.
RE: Riverwalk 6' Addition, PE-1414
Dear Bill:
The construction of this project is substantially complete and conforms to the plans specifications
approved by Spokane County except as noted on the "Record Drawings". At the request of our
client, Mike Hume, Tomlinson Black North, we would like to request the reduction of any bonds
associated with the construction of this project. All punchlist items associated with the public
portion of this project have been completed
Please find the following information which is intended to be reviewed by you and used in the
certification and acceptance process for Riverwalk 6' Addition.
1. A bound set of inspection and testing reports for the constructed work. Included within
the binder are the following sections which document the scope and nature of the
inspected work.
A. Conespondence
B. Lab Test Reports
C. Daily Field Inspection Reports
2. One set of sepia mylar and two sets of bond copies have been included.
It should be understood that this submittal provides certification for the initially constructed and
approved construction items associated with this project. This certification only implies that the
items shown were substantially built as designed, and only valid the day the as-built survey and
visual inspection were performed by this engineer. This certification makes no guarantee that
other construction activities associated with overall plat build out, such as home builders, or new
home owners have not in fact dislodged, destroyed, filled in or in any manner affected any of the
items certified. It should also be noted that this letter does not relieve the contractor or the
developer from warranties implied within their bond documents.
~
Riverwalk 6"'
page 2
If you have any questions concerning this certification package, please call.
Sincerely,
Inland Pacific Engineering, Inc. N
w
~
R. Dean Franz, P.E.
President 663~
,
~ON~►t..`~' ,
bh/RDF ~ l%PIRHS ~j '9L-/999
enc. Street Sheets 1, 2, and 3
cc: Mike Hume
Dick Materne
~
Ito
INLAND PACIFIC ENGINEERING, INC.
707 W. 7th Ave., Suite 200, Spokane, WA 99204 (509) 458-6840 Fax: (509) 458-6844
TO: 5Pov-A-+JE .•-t;~~ ; : ~ ° i' .
,~~y+H,~
-*~R~x.~~~~
:DA6 f , #~9~9s1~
~ PRO~ ' o~;T9foO~F.~~~-.,,~,'"',,,','~;,
1r ' ~Ili; "i' iili "..:i:~':'~•~iz~4;R~ ' i'~I~I~;~j;;~ii~i Hf~y~{III y~
~E►'►'1 vVl i nl !~S ; ' ~ , ; , , „ ; , ~,~a~la'U~ ~IL ~
ATTENTION: ~4t
~~P;~ r• ~'~i~ jjl!~~iil~,i, i~ ip,, ii 4 i; o~;;! i~~7 ii!I~;liptlll!plq9p~!~!~~~~p, g,; h
' .,~,.~~I''~1'!.', ,I~b~d•V6~"iua~lit'iili~;',;~„~r,', ~ S~ „ ,_,.$~g $ ~ ,
Description
Xerox Prints ~ Copy of Letter ~
~ Original Drawing 0 Contract Documents ~
0 Work Authorization ~ Report
0
No. Copies Descrrptron
I t16 Y L- A. J-~,- 4::,- ,,j , L-r~ s r+r~1
PUI'pOSe
0 Information 0 Review & Comments ~ Per Your Request
~ Written Approval ~ Signature & Return 0
Remarks
L" o P~ oc
o G iZ v.> rPT-,+ 4-s 1 (--r-s Yuu e-
IZrct~ J ~T .
Signed:
cc:
D\7RNSMTPM3
~
= • SPOK:ANE COUNTY INTERIM ROA►D & DRA,INAGE SUBMITTAL CHECKLIS-T
PROIECT # DAT'E:
PROJECT NAME:
PROJECTSPONSOR: 'I'FT v 4b~ 74do
PROJECT ENGINEER: T~ Dt> U' [4'LPoLC-, C-. TFT it
(Raad & Drainage Plans)
PROJECT SURVEYOR: p~r ~d ~ L. S. ~r ~
(Piac)
PLEASE PROVIDE A RESPONSE TO EACH OF TSE FOLLOWING ITEMS.
GENERAL TTEMS
Y.Or,o13rru❑ 1. A signed "AGREEMENT TO PAY FEFS" form has been submitted to Spokane Counry along with any
applicable plat fees, prior to any pre-design/presubmittal meeting
v-10HoONie❑ 2. I have a copy of, and have reviewed the most recent condidons of approval and any EIS/MDNS requuements
and conditions of approval have been incorporated in this plan submittal.
PROJECT DESIGN
v.urv,❑N/A❑ 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 approach.
YesEN,LINrx❑ 2. I have included the results of any geotechnical testing that is required by the design approach to verify design
parameters.
rouNo13wA❑ 3. I have included any required pavement design calculadons on new Public roadways as required by the
"SPOKANE COUNTY STANDARDS FOR ROAD AND SEWER CONSTRUCTION°, latest edition.
Ye, lJr, aUNi,.❑ 4. The road and drainage plans compty with the"STANDARD ROAD PLAN" requirements for plan, profile, and
typical cross sectian elements contained in"SPOKANE COLJNTY S'TANDARDS FOR ROAD AND SEWER
CONSTRUCTTON" la[est edition except as allowed through approved design deviations.
Yes...Nol+N/A❑ 5. The drainage report incorporates the minimum 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
Counry Guidelines for Stormwater Management eacept as allowed through approved desip deviations.
YaNU ouNtA❑ 6. A complete drainage basin map with time of concentration paths shown has been included with the detailed
hydrology calcularions. Drainage basin map shows topograph, proposed drainage features, and correlates with
hydrology calculations. .
1.13 No❑NIA 2 7. All applicable traffic sigiung requirements ate met and have been incorporated'in the plan submittal.
v.E]r,o WAD 8. I have included copies of all approved DFSIGN DEVYATIONS which are required for this project.
Ya HoEIKre❑ 9. The plans and drainage report are stamped, signed, and dated, and contains, the applicable certificadon
statement.
,ra0r,o❑N/A0 10. I have included an adequate erosion control plan and applicable standard plan notes.
Yavr+oavA❑ 11. I have secured approvais from all applicable ouuide agencies such as fire districts where applicable and have
included proof of their approvals..
vn N~ ouxie❑ 12. I have provided an acceptable means for peipetuat mainft+anrp Of Street and drainage facili[ies tha[ is acc.eptable
to Spokane County and have secured and included copies of any required easemencs.
Ya3- •NovN/A❑ 13. I have reviewed the plans, calculations and other submittal data for completeness, accuracy and consistency and
have submitted two copies of plans and (1) bound drainage report.
•-I i;a3erscand tha[ the requirements noted above are the minimum requirements necessary to perform a cursory review of the project
plans,and tttat additional information should be included with this submittal as necessary. I understand that this submittal will be checked for completeness prior to review, and that it will be retuined for fiuYher informauon
if it is found to be incomplete.
I understand that this submittal will not be accepted for review (and placed on the review list) until all required information has
been submitted.
Form completed by the responsible Engineer: Wt+1 PP L-a "VP E•
Company: (~;Tete.i 0 h
Address: W .1 D-j '1*K AIJE 'Sc.U7c= ZEaO 5ROKA015;, (.lJjk ''I-I 2,04
Zip code
Date: ~RiL- ~ i °r a~
FOR SPOKANE COUNTY USE ONLY
SUBMITTAL: Accepted for review.
~ Retumed for submittal of the following:
GENERAL ITEM # :
PROJECT DESIGN # :
RESUBMITTAL ITEM - ~
Form retumed ro: ~Company:
Address:
Date:
4---t~ BY:
Spokane Counry Public NVor&Ddvelopment Services
~
► 'Ay
Parry, Ed
From: Parry, Ed
Sent: Monday, April 28, 1997 9:32 AM
To: 'Todd Whipple, P E.'
Cc: Franz, Dean
Subject: P1414E Plan Change, 2nd submittal
importance: High
Ref: County letter dated 19 March 97; IPE submittal dated 7 Apr 97
1. Cover sheet for calcs with signed, dated P.E. stamp was received on 25 Apr 97
2. The following are still needed:
a. "Plan Revision RequesY" form &$30.00 fee
b. Riverwalk 8th plans have not yet been signed by that Developer
c. Riverwalk 8th plans need to include the note for sidewalk constnuction on Lot 8, Block 1 of Riverwalk
6th.
d. Who budds the sidewalk in Lot 1, Block 1 of Riverwalk 8th? This is shown as being constructed in
Riverwalk 6th
3. 1 copy of the plan prints and 1 copy of the calcs are ready for pick-up. Please include all items in the ne)Q
submittal.
Page 1
-APR-25-1997 15:13 INLAND PACIFIC ENG P.02
ADDENDUM TO
DRAINAGE REPORT
for
RIV]ERWALK 6TU ADDITI4N
Spokane County, Washington
APRIL., 1997
Prepared by:
y
Inlmui Pacific EnRineering Compan
707 W. 7th Avenue Sufte 200, Sp okane, WA 99204
7509)458-684U
• = , RECEIVED
~•-1~
~ 4tb4C-i~ APR 2 5 1997
SPOKANE COUNTY ENGINEER
~N~►l.
~'==!C►<~L PUBL!C OOCUMENT
`EXPIRES 9/24/ ~ •t:.:E CQUNTY ENGINEER'S OFFICE
T~odd R. Whipple, P.E.
n 'L~'r-~N TO Ci0UNT-y.ENr (N,F ' H
BOWSTRING METHOD PROJECT Rivervvalk 6th Addition
PEAK FLOW CALCULATION PROJECT Rwervvalk 6th Adddion DETENTION BASIN DESIGN BASIN: Temporary Basin H
BASIN. Temporary Basin H 10-Year Design Slorm DESIGNER SKM .
Tot. Area 0.13 Acres DATE, 04/07197 .
Imp. Area 3800 SF
C= 090 .
Time Increment (min) 5
CASE 1 Time of Conc (min) 12•32
Oulflow (cis) 0
^ 20 ft. Overland Flow Design Year Flow 10
Area (acres) 0.13
Ct = 0.90 Impervious Area (sq ft) 3800
'
L= 20 ft 'C' Factor 09
n= 0.40 '208' Volume Provided 176
S= 0 020 Area ' C 0.117
Tc = 10.13 min , by Equation 3-2 of Guidelines
Time Time Inc Intens Q Devel. Vol.ln Vol Out Storage
190 ft. Gutter flow (min) (sec) (iNhr) (cfs) (cu ft) (cu ft) (cu ft)
Z1 = 500 For Z2 12.32 739 1 99 0 23 231 0 231
Z2 = 1 7ype B= 10
n= 0 016 Rolled = 3 5 5 300 318 0 37 150 0 150
S= 0 008 10 600 2.24 0 26 211 0 211
15 900 177 0.21 238 0 238
d= 0 147 ft 20 1200 1 45 0.17 246 0 246
25 1500 1.21 014 248 0 248
A R Q Tc Tc total I Qc 30 1800 1 04 0.12 250 0 250
35 2100 0 91 0 11 250 0 250
0 55 0.07 0.79 218 12 32 1 99 0 23 40 2400 0.82 0.10 254 0 254
45 2700 0.74 0 09 256 0 256
Qpeak for Case 1= 0.23 cfs 50 3000 0 68 0.08 259 0 259
55 3300 0 64 0 07 266 0 266
60 3600 0 61 0.07 275 0 275
CASE 2 65 3900 0.60 0 07 291 0 291
70 4200 0 58 0 07 302 0 302
Case 2 assumes a Time of ConcentraUon less than 5 minutes so that the 75 4500 0 56 0 07 311 0 311
peak flow =.90(3 18)(Imp. Area) = 0.25 cfs 80 4800 0.53 006 313 0 313
85 5100 0 52 006 326 0 326
90 5400 0.50 006 331 0 331
So, ihe Peak flow for the Basin is the greater of the two flows, , 95 5700 0.49 0.06 341 0 341
0 25 cfs 100 6000 0.48 0.06 351 0 351 ,
208' DRAINAGE POND CALCULATIONS .
Required '208' Storage Volume
= Impervious Area x.5 in / 12 in/fl 158 cu ft
208' Storage Volume Provided 176 cu ft
DRYWELL REQUIREMENTS - 10 YEAR DESIGN STOR
Maximum Storage Required by Bowstnng 326 cu ft
Number and Type of Drywelis Required 0 Single
ERR Dauble
BOWSTRING METHOD PROJECT Riverwalk 6th Addition
PEAK FLOW CALCULATION PROJECT Riverwalk 6lh Adddion DETENTION BASIN DESIGN BASIN• Temporary Basin H
BASIN Temporary Basin H 10-Year Design Storm DESIGNER SKM
Tot. Area 1.39 Acres DATE 04/07197 .
Imp Area 10970 SF
C= 040
Time Increment (min) 5
CASE 1 Time of Conc (min) 7 86
Outflow (cfs) 1
130 ft. Overland Flow Design Year Flow 10
Area (acres) 1.39
Ct = 015 Impervious Area (sq ft) 10970
L= 130 ft. 'C' Factor 04
n = 0.40 '208' Volume Provided
S= 0 020 Area ` C 0.556
Tc = 5.19 min., by Equation 3-2 of Gwdelines
Time Time Inc. Intens. 0 Devel. Vol In Vol.Out Storage
225 ft Gutter flow (min) (sec) (in/hr) (cfs) (cu ft) (cu ft) (cu ft)
-
Z1 = 50.0 For Z2 7.86 472 2 53 1 41 891 472 419
Z2 = 1 Type B = 1.0 - -
n= 0 016 Rolled = 3.5 5 300 3.18 1.77 711 300 411
S= 0 005 10 600 2 24 1.25 947 600 347
15 900 1.77 0.98 1044 900 144
d= 0 199 ft 20 1200 1.45 0.81 1097 1200 -103
25 1500 1.21 0.67 1117 1500 -383
A R Q Tc Tc total I Qc 30 1800 1.04 0 58 1134 1800 -666
35 2100 0.91 0.51 1144 2100 -956
1 00 010 1 41 2 67 7 86 2 5;3 1 41 40 2400 0 82 0 46 1167 2400 -1233
45 2700 0.74 0 41 1177 2700 -1523
Qpeak for Case 1= 1 41 cfs 50 3000 0 68 0 38 1195 3000 -1805
55 3300 0 64 0 36 1231 3300 -2069
60 3600 0.61 0 34 1275 3600 -2325
CASE 2 65 3900 0 60 0.33 1355 3900 -2545
70 4200 0.58 0.32 1406 4200 -2794
Case 2 assumes a Time of Concentration less than 5 minutes so that the 75 4500 0 56 0 31 1451 4500 -3049
peak flow = 90(3.18)(Imp. Area) = 0 72 cfs 80 4800 0.53 0.29 1462 4800 -3338
85 5100 0.52 0 29 1521 5100 -3579
90 5400 0 50 0.28 1546 5400 -3854
So, the Peak flow for the Basin is the greater of the two flows, 95 5700 0 49 0 27 1597 5700 -4103
1 41 cfs 100 6000 0 48 0.27 1644 6000 4356
208' DRAINAGE POND CALCULATIONS
Reqwred '208' Storage Volume
= Impervious Area x.5 in / 12 in/ft 457 cu ft
208' Storage Volume Provided cu ft
DRYWELL REQUIREMENTS - 10 YEAR DESIGN STORM
Maximum Storage Reqwred by Bowstring 419 cu fl
Number and Type of Drywells Required 0 Single
1 Double
208' Pond Calculations
Project: Riverwalk 6th Addition
Date: 04-Apr-97
Designer: S. Murphy
Upstream Carryover Accumul. Pond '208'
'208' Curb Drop Imper. Storage Storage Storage Type/ Storage Carryover
Sub-Basin Station R/L Area Req't Req't Req't Size Provided Downstream H 25+80 L 3800 158.3 158.3 Irregular 176.0
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6u1DEL-1ajc.1 -ME 6,4-Pae-AT~ eF A cu.Pz bP~~ ~►J
S u,M. ~ CL~ ~J ~ c T1 o1J ts :
L = 4'
~
08-7 (45)3'7-
_ -1. 37 GF s FO e- ~:l' L oOG CU-2B 10 LC-,7- 10 Su.nn.P
eol~~111mJ
-Nef?-C-FoQ.E, A'S Lo~-~ AS TtkG -bE-St&tl.) QP 7-D BEr
D( SPOSEb dF Lt- F FGu.P-)
R-SOr Lc.~ OC-1 CUP-~ I1,JLP-7 IrJ Su, rn P coUNrn00 IS,40eQLcA~
I n i a n d 1 / MEMO ❑ PROJECT ~~Le-)~-UJAUL U~ ~ 0 13 1
P a C I f I C CALC. ❑ JOB N0. 11~3 SHEET-L-OF
~ Engineering MEETING ❑ BY G~XJ DATE q^3--97 '
West 707 7th, Suite 200 Spokane, Washington 99204 OTHER ❑ CHK'D BY DATE ~
_ ~
RIVERWALK 6TH ADDITION
CURB INLET CALCULATIONS .
,
Curb Inlet Depression = 2 in. "
Standard Curb Inlet Length = 4 ft.
Upstream Gutter Roughnes Reciprocal Depth Length
.Curb Drop Impervious Peak Flow Slope Coeff. Cross slope of Flow Required Basin Station R/L Area c.f.s. S n Z Z/n d* Qa/La" Q/(Qa/La) Remarks
H 25+80 L 3800 0 25 0.0080 Sump condition
Pipe Flow Calculation PondOHpto Pond'VDW
Flow 0.250 cfs Out IE 2023.75
Diameter 1.00 ft In IE 2024.75
Slope 0.0175 ft/ft
n 0.0240
L 57 ft d/dia A R Q V
Depth of flow,d 0.9 ft 0.90 0.7445 0.2980 2.73 3.67
Flowing Full 1.00 ft 1.00 0.7854 0.2500 2.56 3.26
Critical Depth 0.200 ft 0.20 0.1118 0.1206 0.25 2.24
Normal Depth 0.210 ft 0.21 0.12 0.13 0.25 2.09
HWc 0.316 ft
HWn 0.311 ft OUTLET CONTROL
HWp ft
Backwater calculation sheet - Pond H to DW ;
PondH-DW
1 Q 0.25
2 Length 57.00
3 Pipe Size 1
4 n 0.024
5 Outlet EI. 2023.75 .
6 Inlet EI. 2024.75
Slope 0.0175
7 Barrel Area 0.79
8 Barrel Vel. 0.32
9 Vel. Head 0.00
10 TW EI. 2024.35
11 Frict.loss 0.01
12 Entr. HGL EI. 2024.36
13 Entr. Head loss 0.00
14 Exit Head Loss 0.00
15 Outlet Ctrl. EI. 2024.36
Inlet Ctrl. HW 0.999
16 Inlet Ctrl. EI. 2025.75
17 Appr. Vel. Hea 0
18 Bend Head Los 0 Junct. HL Coeff 0.00
19 Junct. Head Lo 0.00
20 HW Elev. 2025.75 .
Grate EI. 2028.07
Freeboard 2.32
~
S P O K A N E. •~i_~`~~. . C O U N T Y
DIVISION OF ENGiNEERING AND ROADS • A DIVISION OF THE PUUtIC WORKS DEPART`dEVT
WiIliam A. Johns, P E., County Engineer Dennis Nt. Scott, P E., Director
March 19, 1997
Todd Wtupple, P.E.
Iiiland Pacilic Enemeenug
707 West 7th Avenue, Suite 200
Spokwe, WA 99204
SUBJECT: P1414E - Rivenvalk P.U.D. 6th Addition
Plan Change Submittai - Drainage Revision at Indiana Ave/Grady Lane
GCndemen:
VVe have konduc[ed a bnef overview of your recent subcnittal of these pians. We note chat several items need ro be
addressed bcrore we are able to accept this subun[tal:
%d zy~e4l
• The calculatious will need a signed, d0//aced~ E. stamp. Calculanons for all clramage system cumponen[s sliould
be wcluded.
Q 'I'he coupleced "Plan Revision Requesc" form mciicaced in IPE's cover letter was no[ received wiih clus submittal
~ packaee. A'Desigu Devianon Request" form may be used for chis purpose.
OCiie plans will need co be si,ned by che Developer. 6ft, S~~r( - 6°fti. 'Ki"S,ywcP
• raffic safery will aeed to be addressed. The Counry Traffic Engineer has mclicaced that a Type "A" curb wich
dninage drops would be accep[able. If a differen[ coniieuration is desued, please coordinace wub die Cuunry
Tralfic Engmeer (Bob Bruggeman, P.E.) pnor to resubmiccal.
• Maintenauce of the swale will need to be addressed. ' A, R16i; Ha~.~• ~6.
• Responsibilicy for removal ot che curb and temporary clrainaee faciluies and res[oranon ot th emenc wi
need to be addre ssed, and coordmated becween chese plans a~id rhe pians for Rivenvalk 8th.
A'`~S
~ecr uG.tla ~~4 fi 6 w-
• Fumre subrruttals should conform ro[he ediaon of the Councy Stanclards govemme [1us projecc (e.g.: 3 conIes' C~
ty1f plans,odbnvtcal checlclisc. ecc..).
We pre also retuming IPE check /t12284 m the amount of $30.00 (daced Mazch 18, 1997), which was mcluded winc dus
~etter., . This should be mcluded wich che nesc submiaal. If you liave any quesnons. please contacc Ed Parry, etther by
or by telephone a[ 456-3600.
Smcerelv,
William A. Johns, P.E.
Spokane Counry Engmeer
,
Edwar , Jr.. P.E.
Plan Review Engineer
cc: Project file /
Spokane Counry Engineer's Officev$d Pazry. P.E.. Dean Fcacu, P.E.
Developer: MJce Hume, Tomlinson Black Nonh. 8205 North Diviswn. Spokane. WA 99208
1026 IV. Broadway Ave. • Spokane, WA 99260-0170 •(509) 456-3600 FAX: (509) 324-3473 1`DD: (509) 324-3166
7
r. • " ~
INLAND PACIFIC ENGINEERING, INC.
April 7, 1997
W.O. 96083 Spokane County Engineers
, EIVFp ~
Engineering Development Services APR p 7 1997
1026 W. Broadway Ave.
Spokane, WA 99260-0170 SPDKAME COUNIY EN61NEpR
Attn: Ed Parry, P.E.
Re: Riverwalk (PE-1414-81/95)
Riverwalk 6th Addition Plan Change
Deaz Ed:
We are resubmitting for your acceptance the following documents and plans:
1.) A drawing of the proposed temporary pond for the drainage near the east end of
Indiana Avenue adjacent to the Hodges Lane alignment.
2.) A basin map outlining the temporary Basin "H" and a Tc route.
3.) A plan and profile sheet and pond detail sheet of the ponds designed for Riverbank 8`h
Addition, to verify that when 8' Addition is built, the `208' and storm volumes
temporarily directed to Pond "H" will be directed instead to the permanent ponds "C" in
Riverwalk 6'h Addition and and "E"in Riverwalk 8`h Addition. (See enclosed drawings.)
4.) Pertinent drainage calculations, including `208' and Bowstring requirements, curb
inlet, pipeflow and backwater calculations.
5.) In response to comments received by our office in your letter dated Apri12, 1997
■ A pipe profile has been added to the detail sheet.
■ Pipe locations are indicated on the profiles.
■ A 4' curb length is now indicated on the plans.
J lDocumen1s1960831revsub2
707 West 7th • Suite 200 2020 Lakewood Dnve • Suite 205
Spokane, WA 99204 Coeur d'Alene, ID 83814
• 509-458-6840 • FAX 509-458-6844 208-765-7784 • FAX 208-769-7277
-
~ .
April 7, 1997
Spokane County
Page 2
■ The sidewalk in along the east end of Lot 8, Block 4 of Riverwalk 6'
Addition will be built by Riverwalk 8`h Addition, at the time that plat is
constructed. A note indicating such has been added to the plans. Sidewalk
is not shown in that location on the Riverwalk 6`'' plans, and is shown as
proposed on the Riverwalk 8`h plans.
■ Pond dimensions are called out in a table on Sheet 3A for temporary Pond
H.
■ The pond bottom elevation has been lowered to reflect a.9' difference in
elevation from flow line to pond bottom. The grate elevation has been
adjusted accordingly.
■ A concrete apron has been added to the temporary curb inlet as requested.
■ A pipe flow and backwater calculation sheet has been provided.
■ The temporary curb inlet is in sump condition. Calculations verifying that
a 4' curb inlet in sump condition is capable of handling a maximum of
4.37 cfs is also included. The maximum flow to the temporazy curb inlet is
0.25 cfs.
■ The plans have been signed by the developer, and signed, stamped and
dated by the project engineer, Todd Whipple, P.E..
If you have any further comments, please give us a call so that this temporary plan change can be
accepted. Thank you for your cooperation.
Sincerely,
INLAND PACIFIC ENGINEERING COMPANY ' - Y~6 I
iole
Susan Murphy, E.I.T.
sm
enc.
cc: file
J IDocumen1s196083Uevsub2
APR-25-1997 15:13 INLAND PRCIFIC ENG P.01
~ DATE:
i To:
~ COMPANY:
INLAND PACIFIC ENG[NEERING CO.
707 West 7th Ave., Suite 200 ~o.
Spokane, WA 95204 ~ FAX NUMBER:
Telephane - (509) 458-6840 3~- 34'18
FAX - (509) 458-6844 i FROM: S. Nw.rpq
i NUMSER OF PAGE3: JOB NUMBER
• 1NCL COVER PAGE 2 q(ao83
' i NOTES:
.
FAX TRANSMISSION ~
' • / "
1
S P O K A N E O U N T Y
DIViSION OF ENGINEERING AND ROADS • A DIVISION OF THE PUBLIC WORKS DEPARTMEN'C
William A. Johns, P.E., County Engineer Dennis M. Scott, P E., Director
March 19, 1997
Todd Wlupple, P.E.
Inlajid Pacific Engmeerwg
707 West 7th Avenue, Swte 200
Spokane, WA 99204
SUBJECT: P1414E - Rivenvalk P.U.D. 6th Addition
Plan Change Submittal - Drainage Revision at Indiana Ave/Grady Lane
Gendemen:
We liave conducted a brief overview of your recent subnuttal of chese plans. We note [hac several icems need co be
addressed before we aze able to accept this submittal:
• The calculaaons will need a siened, dated P.E. stamp. Calculations for all clrainage syscem componen[s should
be includecl.
• The completed "Plan Revision Request" form uuiicatecl m IPE's cover letter was not received with dus submittal
package. A"Design Deviaaon Request" form may be used for tlus puipose.
• The plans will need to be signed by the Developer.
• Tr-affic safety will need to be addressed. The Counry TrafFc Engineer has indica[ed tha[ a Type "A" curb with
clrawage drops would be accep[able. If a different confieuration is desired, please coordmate with the Counry
Traffic Engineer (Bob Bruegeman. P.E.) prior ro resubmittal.
• Mauitenunce of the swale will ueed to be addressed.
• Responsibility for removal uf the curb and tempurary cirauiage facilicies and restoraaou of the pavemenc wiil
need to be adciressed, and coordinaceei becweea these piaus and the plans for Rivetwalk 8th.
• Future submittals should conform ro the edinon of the County Stanclards bovemiug this project (e.g.: 2 copies
uf plans; submittal checl:lis[, ecc.,).
We are also retuming IPE check #12284 in the amount of $30.00 (dated March 18, 1997), which was mcluded with ttvs
submiital. This sliould be included wirh the nex[ submittal. If you have any questioas, please contact Ed Parry, either by
letter, or by telephone at a56 -33600.
Sincerely,
William A. Johns, P.E.
Spokane Counry Eugineer
karV,r., P.E.
Plan Review Engineer
cc: Project file
Spokane County Engineer's Office: Ed Parry, P.E.. Dean Franz. P E.
Developer: Md:e Hume, Tortilinson Black North, 8205 North Division. Spokane. WA 94208
1026 W. Broadway Ave. • Spokane, WA 99260-0170 1 (549) 456-3600 FAX• (509) 324-3478 TDD: (509) 324-3166
i~
BOWS fRING METHOD PROJECT: Riverwalk 6th Addition
PEAK FLOW CALCULATION PROJECT Riverv+alk 6th Addition DETENTION BASIN DESIGN BASIN• Temporary Basin DH ,
BASIN: Temporary Basin DH 10-Year Design Storm DESIGNER- SKM
Tot. Area 1 39 Acres DATE: 03/17/97 ,
Imp. Area 10970 SF C= 040
Time Increment (min) 5
CASE 1 Time of Conc (min) 7 86
Outflow (cfs) 1
130 R. Overland Flow Design Year Flow 10
Area (acres) 1 39
Ct = 015 Impervious Area (sq ft) 10970
L= 130 ft. 'C' Factor 0.4
n= 0.40 '208' Volume Provided 0
S= 0.020 Area ' C 0.556
Tc = 519 mm., by Equation 3-2 of Guidelines
Time Time Inc. Intens Q Devel. Vol.ln Vol.Out Storage
225 ft. Gutter Oow (min) (sec) (m/hr) (cfs) (cu ft) (cu fl) (cu ft)
Z1 = 50.0 For Z2 7.86 472 2 53 1.41 891 472 419
Z2 = 1 Type B= 1 0 °
n= 0 016 Rolled = 3 5 5 300 318 1.77 711 300 411
~i/_t
S= 0 005 10 600 2 24 - 1.25 947 600 347 Tvk ~C
15 900 1.77 0.98 1044 900 144
d= 0 199 ft. 220 1200 145 0.81 17 1200 -103
5 1500 1.21 0.67 1097 1500 -383 13EV EfVED
A R Q Tc Tc total I Qc 30 1800 1.04 0.58 1134 1800 -666
35 2100 0.91 0.51 1144 2100 -956 MAR 18 1997
-
1 00 0.10 1.41 2.67 7 86 2 53 1 41 40 2400 0.82 0.46 1167 2400 -1233 .
45 2700 0.74 041 1177 2700 -1523
Qpeak for Case 1= 1.41 cfs 50 3000 0 68 0.38 1195 3000 -1805 SPOl~y~N iCpUNTY ENGINECA
55 3300 0 64 0.36 1231 3300 -2069
60 3600 0.61 0 34 1275 3600 -2325 47hv c~ ~ L
CASE 2 65 3900 0.60 0 33 1355 3900 -2545
70 4200 0.58 0.32 1406 4200 -2794
Case 2 assumes a Time of Concentration less than 5 minutes so that the 75 4500 0.56 0 31 1451 4500 -3049
peak flow = 90(3.18)(Imp. Area) = 0.72 cfs 80 4800 0.53 0.29 1462 4800 -3338
85 5100 0.52 0 29 1521 5100 -3579
90 5400 0.50 0 28 1546 5400 -3854
So, the Peak flow for the Basin is the greater of the two flows, 95 5700 0.49 0 27 1597 5700 -4103
1.41 cfs 100 6000 0.48 0 27 1644 6000 -4356
208' DRAINAGE POND CALCULATIONS
Required '208' Storage Volume
= Impervious Area x.5 in / 12 m/ft 457 cu ft
208' Storage Volume Provided 0 cu ft
DRYWELL REQUIREMENTS - 10 YEAR DESIGN STOR
Maximum Storage Required by Bowstnng 419 cu ft
Number and Type of Drywelis Reqwred 0 Singte
1 Double
BOWSTRING METHOD PROJECT: Riverwalk 6th AddiGon
PEAK FLOW CALCULATION PROJECT Riverwalk 6th Addition DETENTION BASIN DESIGN BASIN Temporary Basin H ,
BASIN• Temporary Basin H 10-Year Design Stortn DESIGNER: SKM
Tot. Area 0 13 Acres ~ DATE 03N 7l97
Imp. Area 3800 SF •
C= 090
Time Increment (min) 5
CASE 1 Time of Conc. (min) 12 32
Outflow (cfs) 0
20 ft Overland Flow „ Design Year Flow 10
Area (acres) 013
Ct = 0.90 Impervious Area (sq ft) 3800
L= 20 ft 'C' Factor 0.9
n= 0 40 '208' Votume Provided 176
S= 0 020 Area ' C 0.117
Tc = 10 13 min , by Equation 3-2 of Guidelines
Time Time Inc. Intens. Q Devel. Vol.ln Vol Out Stora e
190 ft. Gutter flow (min) _ (sec) (iNhr) (cfs) (cu R) (cu ft) (cu ft)
Z1 = 500 ForZ2 12.32 739 1.99 0.23 231 0 231 RECElVEd
Z2 = 1 Type B= 10
n= 0 016 Rolled = 3.5 5 300 3 18 0 37 150 0 150 MAR ~ 8 ~ggl
S= 0 008 10 600 2 24 0 26 211 0 211
15 900 1 77 0 21 238 0 238
d= 0 147 ft 20 1200 1.45 0.17 246 o 246
25 1500 1 21 014 248 0 248 SppKqNE COUNTY ENGINEEF
A R Q Tc Tc total I Qc 30 1800 1 04 0.12 250 0 250
35 2100 0 91 0.11 250 0 250
0.55 0.07 0.79 2 18 12 32 1 99 0.23 40 2400 0 82 0 10 254 0 254 ~
45 2700 0 74 0 09 256 0 256 tt'1'/N
Qpeak for Case 1= 0 23 cfs 50 3000 0.68 0.08 259 0 259
55 3300 0 64 0 07 266 0 266
60 3600 0.61 0.07 275 0 275
CASE 2 65 3900 0 60 0.07 291 0 291
70 4200 0 58 0 07 302 0 302
Case 2 assumes a Time of Concentration less than 5 minutes so that the 75 4500 0 56 0 07 311 0 311
peak flow =.90(3 18)(Imp Area) = 0 25 cfs 80 4800 0 53 0.06 313 0 313
85 5100 0.52 006 326 0 326
90 5400 0.50 0.06 331 0 331
So, the Peak flow for the Basm is the greater of the two flows, 95 5700 0.49 0.06 341 0 341
0.25 cfs 100 6000 0.48 0 06 351 0 351
208' DRAINAGE POND CALCULATIONS
Required '208' Storage Votume
= Impervious Area x 5 in / 12 in/ft 158 cu ft
208' Storage Volume Provided 176 cu fl
DRYWELL REQUIREMENI"S - 10 YEAR DESIGN STOR
Maximum Storage Required by Bowstring 326 cu ft
Number and Type of Drywells Reqwred 0 Single
ERR Double
• . ( . . .
. r • _ ' , ~
. . . ~ ' •
12284 ~ -
INLAND PACIFIC ENGINEERING CO., INC. ,
OUR REF NO. YOUR INVOICE NO ItdVOlCE DATE INVOICE AMOUNT AMOUNT PAID DISCOUNT TAKEN NET CHECK AMOUNT •
~ 9 ~ ~ry... :7(,; u(~,Of)
f'~ • . t..
_Ve ritjo r:a)"C7iy00 13"P(:?I-:AWF f;rlL!hdTr FtafaINk=ERS Check.ol~'_234
INLAND PACIFIC ENGINEERING CO., INC. 12284
707 W 7TH AVE, SUITE 200 WASHING70N TRUST BANK
SPOKANE. WA 99204 SPOKANE, wA 99210-2127
. (509) 458-6840 28-8/1251
0582701
~
• UATE CONTROI NO. AMOUNT
i 1E31S7 -1 `284 710.(=1
'
PAY ***TH I RTN' RI•dU NO /:l cj0 GOL_ LARS t`
'
'
TO THE ~
ORDER OF FQE:;ANF' f"OI_}N"( '•r' ~1,1C 7' hdEEF?S INLAND PACIFIC ENGINEERING CO., INC.
OENERAL ACCOUNT •
AUTHORIZED SIGNATURE ~
n's O 12 28 4 u' 1:125L0008 9I: b0097641,431l' ' .
. . . • k . ~ • _ ~ . . ~ SECURITY fFAIIIRE.^.II"1.UL'FD. CFTAILS ON 6ACK. R . . - ' - . . -
7
. ~ _
INLAND PACIFIC ENGINEERING, INC.
March 18, 1997 4 ~
W.O. 96083 - - - R FE P V E D ,
Spokane County Engineers
Engineering Development Services MR I $ 1997 1026 W. Broadway Ave.
Spokane, WA 99260-0170 ' SPaKI'ihE CU;fNr1 f{VGINEER '
Attn: Dean Franz, P.E.
Re: Riverwalk (PE-1414-81/95)
Riverwalk 6th Addition Plan Change
Dear Dean:
Due to the inability to obtain an easement from the Welco Group for improvements on Hodges
Lane, we were forced to revise the drainage in the vicinity of Indiana Avenue and Hodges Lane
on the above referenced project. We are submitting for your acceptance the following documents
and plans:
1.) A drawing of the proposed temporary pond for the drainage neaz the east end of
Indiana Avenue along the Hodges Lane alignment, in place of the drainage and offsite easement
proposed with the original submittal. The street impervious area will drain to the proposed pond
off the edge of asphalt, and will pond to a depth of .5' before overflowing to the proposed inlet.
Water will then be piped to the drywall on the south side of Indiana, located in Pond "D".
Calculations for both the revised `208' requirements and the 10 year Bowstring requirements are
included in this submittal. A basin map outlining the temporary Basin "H" and a Tc route are
also included. These temporary improvements will be removed when Riverbank 8`h proceeds.
2.) A plan and profile sheet and pond detail sheet of the ponds designed for Riverbank g`h
Addition, to verify that when 81 Addition is built, the `208' and storm volumes temporarily
directed to Pond "H" will be directed instead to the permanent ponds "C" and "E". (See enclosed
drawings.)
3.) A completed Plan Revision request and a check in the amount of $30.00.
Please note that due to the rapid development pace within the Riverwalk Plat, the likelihood of
these improvements actually being constructed prior to construction activities beginning on
Riverwalk 8`h Addition is unclear. In the event that 8`h begins forthwith, all ponds on Indiana
Avenue and Hodges lane will be in place prior to removal of these temporary facilities.
J IDocumen1s1960831revsub
-
M
March 18, 1997
Spokane County
Page 2
Please give me a call if you have any questions or concerns regarding this change. Your prompt
attention to this matter would be greatly appreciated. Thank you.
Sincerely,
INL D PACIFIC ENGINEERING COMPANY Jiff
Todd R. Whipple, P.E.
TRW/sm
enc.
cc: file
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S P O K A N E C O LT N T Y
DIVISION OF ENGINEERING AND ROADS • A DIVISION OF THE PUBLIC WORKS DEPARTMENT
William A. Johns, P.E., County Engineer ~ Dennis M. Scott, P.E., Director
~
August 12, 1996
~
I ,
RECE
- i.
Todd Whipple, P. E. 3~ Sleli!ul ~ I p :6J--~;
Inland Pacific Engineering - 'AUG 13 1996
~eor wd
Mike Hume ' ~
LRE•
Tomlinson Black North Realty
8205 North Division
Spokane, WA 99208
SUBJECT: P1414E - Riverwalk 6th Addition
Submittal Not Accepted at This Time
Gentlemen:
We have conducted a cursory review of your recent submittal for this project, and we have
found items which do not appear to meet the minimum standards of the Snokane Countv
Standards for Road and Sewer Construction. We are, therefore, unable to accept your submittal
at this time.
The attached comment list contains items of concern which we discovered during a cursory
review of this submittal. You should be certain, before you resubmit the plans and calculations
for this project, that your submittal meets the requirements of all applicable agencies. When the
plans are resubmitted. nlease mark all chane7es on the revised nrint in color.
If you have any questions about this review, please contact Ed Parry at 456-3600. Thank you.
Very truly yours,
William A. Johns, P. E.
Spokane County Engineer .
Edward . Parry, Jr. , P. E.
Plan Review Engineer
encls: Plans (1 set)
cc: projec[ file
reviewer (comments orily)
1026 W Broadway Ave. • Spokane, WA 99260-0170 •(509) 456-3600 FAX: (509) 324-3478 TDD• (509) 324-3166
\
J
SJ. Y. CUV ~OAD DRJINAV ~
~~CKLIST
PROJECT # 96083 DATE: Julv 8, 1995
PROJECT NAIVEE' RivFeswalk 6th Additivn. R E C oo v •s' a
PROJECT SPVNSOR: . TEI ~
PRo~C~r EvGr~ER: 2Qaa R. whipp~.e ~~,(5n7)458-6sao
(Road & 17rainage P1ans)
-
PROJECT SCTRVEYUR: patrick Mnore 1EI5a1a -6544
(p1at)
_
P'i.F.ASF IPRUVEDE A RFSP@NSE TU EAE'.$ OF THE PY]LL@VaNi~i PTE14S .
GEAiERAI1 ITIIVI5
raZNa❑rutiE1 I. A signed "AGRFENEENT TO PAY FEE5" form has been subznitted ta Spokane Coeinty alnng with any
applicable glat fees, prior ta any pre-designlpresnhmitW meetin,g .
xc310xflE1Nra❑ 2. T have a coW af, and have reviewed the most recent conditions of approv#MMM requPrements
and conditilons oF agproval have been ineorporated in thfs plan subraitttal.
PROJECT mIEsIcN .l UL 1996
r-.Qx.Dxa❑ 1. I hsVe Camgleted a minimum of one pTe-deslgn meeting with Spokasie~~ FffRgineeryng
5ervices Enginecrs where agreement was reached an drainage design appraach.
resOxeDruA❑ 2. IhaVe imcluded the resvits of any gcotechnical testing that is required by the desigu agproach to verify design
parameten.
We matched e$i ti.ng
r~0,q~~x,AC1 3. I Yiave ancluded a~' r~uired Pa~vement design r.alcviations on z~ew blic roadways as required by the
"5'POSANE CUiJ1VTY 5TANDARIlS FUR RflAD AND SEWER CONSTRUCTION", latest editian.
rd0Na❑x/nE1 4. Tb.e road and drainage glans comgly with t3ie"STANDA,RA RUAIJ► F'I.AN" requiremeats far plau, profile, and
typical cross smuvn elements cantaaned in°5YOKANE CDUNTY SI'ANDARDS FUR RC7AD ANU SEWER
CUNSTRL1CTiUN" latest edition exccpt as allawed thraugh approved design deriations.
xes&flOwA0 S. The draimge report inc.orporates the minimvm requiraments far a swrm drainage analysis as noted in the GSM
and nther items wlueh are agprapriate to demanstrate That she ~ meets all reqaireaz~ents pf tkie Spokane
Cnunt~+ GuideLines fnr Stormwater Managernent eacegt as a]1m~t~raugh agpror+ed desip deViations.
reSIEr,SIMA❑ 6. A camplete ctrainage basin map with time of concentrarion paths &hovm has been included with the deta3led
hydraTogy calculaii[rns. Dminage basin map shows tcigograph, popnsed drainage featvres, and carreiat.es with
hydnology ca.fcWaticros.
Yes❑xoOrue111 7. All appiicable traf6c signing requiresrcents are met and have been incorpcrrated'in the plan submittal.
Yes19x*13wAQ 8. I have included oapies of a11 apprave.d IIESIGN I]EVIA'19IUNS which are required Par th.is project.
y.sOrrs11ruall 9. The plans and drainage z"rt are stsmped, signed, and dated, and eontains, the applicable cer'rif'ication
statement. Y,-&o❑ruA❑ 10. I have included an adequate erosicrn contral ptan annd applicable siandard plan notes.
v,mdxoQxre❑ 11. T 1oave secured approvals from aIl apgliea6le outside age~ncies such as fire districts where applicable and have
included proof flf their approvals..
YesEJNa11N1A13 12. Ih3VB gT(v1[I@d an aCCept3t]lC I11eaA5 FOP pCTp6tual makunance pf Stiw aIId dmiWC fACiYISifS th7I 1S &cCpL3b1e
to Spokaae Gounty and have secured artd included capies of any required easements.
r~~~ollrria❑ 13. I have reviewed the plans, calculations and ather submittal data for campleteness, accuracy and canszstency and
have suBmitted two capies nf plans and (1) haund drasaage repart.
14. Na,-kw-L4t "A k
Ilckvlarv E.4lMaV95 ~
~
I trnderstand that the requiremenu noted above are the minimum requirements necessary to perform a cursory review of the project
plans, and that additional information should be included with this submiual as necessary.
I underst.and that this submittal will be checked for completeness prior to review, and that it will be retuined for further information
if it is found to be incomplete.
I tmderstand that this submittal will not be accepted for review (and placed on the review list) unM all required information has
been submitted.
I'1ECE1VGD
Form completed by the responsible Engineer: Todd R. Whipple, P.E. W6
Company: Inland Pacific Engineering, Inc.
SPOKANE COUNTY ENGINEER
Address: 707 West 7th Avenue, Suite 200 Spokane, WA 99204
Zip code
Date: July 8, 1996
FOR SPOKANE COUNTY USE ONLY
SUBMITTAL: Accepted for review.
1C1 Retumed for submittal of the following: `
1
GENERAL ITEM !f
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PROJECT DESIGN #
c6- Wd. fD 614~ "ico q k•110 - (ulk-4 "`cal
( ~ fa +~1~ia~ /~e~^~ ~ " P.-
-b V~p~.R.~.~ ta
564A c~,.~--s,~ ~ lLl w►G
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RESUBMITTAL ITEM
Form retumed to:
Company:
Address:
Date: By: -
Spokane County Public Works Development Services T4 7'v
fio T P4~✓"`
t4
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a)~, ~-~6fF em V" 0(4'6t~~M MA;N kk
,e vK,- 4w--4q'V00'*
4
~ r ~
\
Y 2
Uckplatv 1.0/May95
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INLAND PACIFIC ENGINEERING, INC.
July 9, 1996
W.0.96083
Office of the County Engineer
Engineering Development Services
1026 W. Broadway Ave.
Spokane, WA 99260-0170
Attn: Ed Parry, P.E.
Re: Riverwalk (PE-1414-81/95)
Riverwalk 6th Addition
We would like to reyuest that the design deviation for Riverwalk 2nd and 3rd be extended to
Riverwalk 6th. Thank You.
Sincerely, .
IN ND PACIFIC ENGiNEERING COMPANY
A
Jv ~
_ • Aff "+04C
Todd R. Whipple, P.E.
TRW/jdg f`
enclosures
707 West 7th . Surte 200 2020 Lakewood Drive • Suite 205
Spokane, WA 99204 Coeur d'Alene, ID 83814
509-458-6840 • FAX: 509-458-6844 208-765-7784 • FAX• 208-769-7277
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~ DRAINAGE REPORT
' for
RIVERWALK 6TH ADDITION
' Spokane County, Washington
' JiJNE 1996
'
'
RECEIVED
~ JU! 0 9 1996
' SPOKANE COUNTI' ENbINE€A
' Prepared by:
' Indand Pacific Engineering Company
707 W. 71h Avenue, Suite 200
Spokane, WA 99204
' (509)458-6840
'
'
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DRAINAGE REPORT
1
for
~ RIVERW,ALK 6TH ADDITION
~ -
NNE 10, 1996
~ RECEIVED
' Prepared by: JU L 0 gM
Inland Pacific Engineering Company gppKANE COUNTY ENGINEER
' 707 West 7th Suite 200 Spokarie, WA 99204 OFFICIAL PUBUC DOCUMENT
SPQKANE COUNTY ENGINEER'S OFFICE
' (509)458-6840 V
PROJECT #
Sl1BMITTAL k ~
_ EER
- .<»r> •
;;J"Tli.e{desigri;;idiprovemeatsr~sfiown•=ia-"ttu~~.~~t ns~co
}ac~~<~iS~<:ES3~3:S;;#~~{.. ~i ,~.SF.~£E. S 15 f<•ts t•' ; ` :-"'>#itiit~f~>~`•`r • . »~~iii ~~lf'~1':~ - -`:'•:'~SS:~~'t?3' ` ~ - - - - ::S,ii y
•appt~cabie•editions~of't~e'Spa~e s fbr Roadand Sewer':
' #•f;i < K.l::;:c;, ' ~istctf.~t jr t~r,,,.: ' . ' , . - ' - <,,ct '
~far.,Sttnniw,a~er~Y~~gemenC'
..f~`l;t.. •`%,%'f':~--,j f.-
~•desig~i~~~vi~tioi~s have been;:a~pi~ved:tiy.~ttit~~Spvl~e}~Cauitty' E.
'f'a yi£~ ~ i i ~ , : t£ff3tt.2-. . ,a;~r~ ai k ' •:{:53~1:?'s'i: .~::~.i~~3~3'3,.~
>>f-ft ~
' . . _ ~ ~ ` '
.=thes~ ulations}~,f6i~caastructitin.
' K~ v. S+ Sfl.tt'^^ t~'~vA~
' T'his report has been prepared by Janelle Gonzales of Inland Pacific Engineering Company under
the direction of the undersigned professional engineer whose seal and signature appear hereon. -
' This report conforms to the applicable editions of the Spokane County Standards for Road and
Sewer Construcdon and the Spokane County Guidelines for Stormwater Management.
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' C :ES 9/24/ 4 +
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- Todd R. Whipple, P.E.
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' PURPOSE
The purpose of this drainage report is to determine the extent of storm drainage facilities which will
, be required to disposs of stonnwater runoff created by the development of the proposed Riverwalk
6th Addition. The storm drainage facilities on this project will be designed to dispose of onsite
runoff from the ten year design storm- This development-is located-within the-Aquifer Sensitive Area (ASA) and, therefore is subject to `208' requirements.
ANAL YSIS METHODOLOGY
' Because all onsite basins are smaller than 10 acres, the Rational Method, which is recommended for
basins less than ten acres in size, will be used to determine the peak discharges and runoff volumes.
' The drainage analysis for this project will follow the Spokane County Sn.iidelines for Starmwater
Manaeement.
' PROJECT DESCRIPTION
' The Riverwallc 6th Addition is approximately a 4.8 acre, 18 lot subdivision for single family homes,
located in the Section 8, T. 25 N, R. 45 E.W.M., in Spokane County, Washington. The area has been
divided into 6 basins, (Basin A- Basin F), determined by the surrounding topography and the high
' and low points of the designed roadways. The topography is relatively flat, with an average slope
of less than 1%.
' SOILS
Sheet 67 of the Soil Survgv of Snokane Coup,V_ Washinaton shows that the project location consists
' of Garrison Gravelly loam, 0 to 5% slopes (GgA). GgA is a gravelly, medium-textured, somewhat
excessively drained soil with a moderately rapid petmeability rate ranging from 0.8" to greater than
10" per hour. These soils are preapproved by Spokane County for drywell infiltration. Therefore,
' all runoffwill be disposed of via Type "A" and Type "B" drywells. The soil survey map can be seen
in the appendix.
' OFFSITE ANAL YSIS
No offsite runoff is expected to enter the proposed project, as determined from the surveyed
' topography. However, there is some runoff expected to leave the property from the north, from the
back of Lots 1-8, Block 1, in Basins A and C. The amount of runoff leaving the site after
' development will be less than the predeveloped runoff rate. The predeveloped runoff rate leaving the
site is 3.85 cfs. The developed runoff rate is expected to be only 1.67 cfs.
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Inland Pacific Fngineering Co. 1 Rivenvalk 6th Additian Drainage Report
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UEVEL()PE13 CONDITIDN
1 10-'Year Design Storm
~ As required by Spvkanie County ~,iadelines for Starmwater Manageinent, the developed condition
has been analyzed using th.e 10-year design storm event ta eValuate the an-site runcaff and deterrnine
peak flows. Bowstrimg calculations were perfarmed tv determine-the-type-andr num'ber-a€ drywclls
~ needed fvr each basin, $ased on the anaount of total storm Valwme provided. Type "B" drywells can
be expected to handle a runvff of 1.0 cfs of nnoff, and Type "N„ drywells can be expected tv handle
a 3 cfs of nunvff.
~ The runoff fram the deVelopment of lvts within Bas'rn A and Basin 8 was taken intv cvnsideration
during the des%gn of drainage facilities fpr tlae develvprnent of Riverwalk 2md Addition (Tnlwul Pucifrc
' Lngineering, Qctaber, 1995). There are two existing ponds in 1tiVerwalc 2nd Addition that have been sized to accomodate the runcafF far the proposed deVelopment of Raverwalk 6th Addtuon .
CalcWafians and basin descriptivns from the dratnage report fvr Riverwaik 2nd Additiara have been
~ included in the appendix. Table 1 is a summary of the Qn-site drainage analysis fvr the 10-year
design stQrcn event Provided valumes were calculated using the fvllowing formula:
' Volume=-- Pond Sattom Area (T]epth) + Perimeter (Sideslope Area) 1
~ `208' volutnes were caTculated at 0 5" above pand battorn, total vvlume was calculated at 0.9' abave
pand bvttam (except the two pvnds on the end of the cul-de-sac which vvere calculatcd at a depth
of 0.8')-
' Table 1: TOL'YearJDesign S#orm.4rralysis Summary
8asirt Area 124$' 1208' T'atal Vol. Trrtal Val. Peak
~ (Acres) Required Provided Required Provided Finw Drywells
(Gu.Ft.) iCuXt.] (CuYt,) (Cu.Ft) (Cffs)
~ *A 1 31 579 759 441 985 1.42 1 `B"
*B 0.94 1508 15 14 ~ 675 ~ 8850 2.17 ~ 2"B"
~ C&F 4.99 367 442 259 900 0.82 1"A„
D 1 26 299 409 344 794 1.18 1 "W5
~ F, 0.47 240 323 90 677 ~ 4 38 ~ 1"A"
SAC 0.19 353 433 34 772 0.31 2"A"
* These basins are part of larger existing basins analyzed in Rivcrweik 2nd lidditian The runofr is handled by exis4ing
drauiage fae}ities m Pavativalk 2nd Ackiitinn. Calculations from Riverwalk 2nd are included in dhe appendix of t3us reaoat
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Inlarzd Paeifrc Engineerrng Ca. 2 Hrverwralk Gth a4ddition Drainage Repart
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50-Year Design Storm
' The 50 year design storm was also analyzed to see what volumes were required. Table 2 summarizes
what is needed to handle the 50 year design storm. The proposed facilities in Riverwalk 6th Addition
' provide enough volume and outflow to handle the storm.
Table 2: 50-Year Design Storm Anafvsis-Summa _ry - - - - -
' Basin Area 6208' 4208' Total Vol. Total Vol. Peak _
(Acres) Required Provided Required Provided Fiow Drywells
(Cu,Ft.) (Cu.Ft.) (Cu.Ft.) (Cu.Ft.) (cfs)
' kA 1.31 679 759 824 985 1.85 1"B"
, *B 0.84 1508 1514 1366 8850 2.91 2"B"
C& F 0.99 367 442 423 900 1.21 1"A"
' D 1.26 299 409 658 794 1.73 1`B"
E 0.47 240 323 173 677 0.55 164A"
' SAC 0 19 353 433 85 772 .044 2"A"
These basuis are part of lazger existing basins analyzed in Riverwalk 2nd Addihon. The runoff is handled by existing
drainage facilities in Riverwalk 2nd Addition Calculations from Riverwalk 2nd are included in the appendix of this report.
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biland Pacific Engineering Co. 3 Riverwalk 6th Addition llrainage Report
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Basin Summary
' Basin A and Basin B were taken into consideration during the design of drainage facilities for the
development of Riverwalk 2nd Addition (Inland Pacific Engineering, October, 1995). The runoff
' from Indiana Avenue in Basin A will be treated in the `208' ponds within Riverwalk 6th, then
overflow downstream to an existing detention pond located in Lot 1, Block 4 of Riverwalk 2nd
Addition that has been sized to accomodate the runoff from Basin A(this pond is described in-the description of "Basin F" in the Riverwalk 2nd drainage report).
Another existing pond located in Tract D north of Lot 1, Block 2 of Riverwalk 2nd Addition has been
' sized to accomodate the nuioff from Basin B(this pond is described in the description of "Basin D"
in the Riverwalk 2nd drainage report). This pond will also provide the necessary `208' treatment for
' the runoff from Basin B.
Basm C and Basin F are combined and treated as a single basm m this analysis. Together, they have
' a peak flow of 0.82 cfs during the 10-year storm, and 1.21 cfs during the 50-year storm. The runoff
from these two basins will be treated in a pond located in Lot 8, Block 1. Runoff will be disposed
of through a Spokane County Type A single depth drywell.
' Basin D has a peak flow of 1.18 cfs during the 10-year storm, and 1.73 cfs during the 50-year storm.
The runoff will be treated in a pond located in Lots 5 and 6, Block 2, and disposed of through a
' Spokane County Type B double depth drywell.
Basin E has a peak flow of 0.38 cfs during the 10.year storm, and 0.55 cfs during the 50-year storm,
' to be treated in a pond located in Lot 1, Block 2. Runoff will be disposed of through a Spokane
County Type A single depth drywell.
' The temporary turnaround has two `208' ponds, one on each side of it, to capture and treat the
stormwater runoff from the cul-de-sac. Each pond will contain a Spokane County Type A single
depth drywell.
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Inland Pacifrc Errgineering Co. 4 Riverwalk Gth Addition Drarnage Report
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CURB INLET CALCULATIONS
' Curb inlet calculations are required to demonstrate that runoff from the impervious road surface flows
into the drainage ponds.
' Curb inlet calculations for the `208' ponds in Basin A(Pond A and Pond B) are included in the
appendix. A single 4' curb-inlet is enough-to handle the flow-for each of these ponds.-
' The cuifi inlet for Basin D(Pond D), and Basin E(Pond E) are located in sumps, and therefore can
handle up to 4.0 cfs of flow. There is expected to be 1.18 cfs of flow during the 10 year storni, and
' 1.73 cfs during the 50 year storm. The existing ponds in Riverwalk 2nd also have inlets located in
sumps which will provide the capacity to handle the flow from Basin A and Basin B.
' There is no curb inlet needed at this time for the runoff from Basins C and F. Runoff from Basin C
and Basin F will flow into a ditch at the end of Holmes Lane, then into Pond C.
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Inland Pacific Engineering Co. $ Riverwalk 6th Additron Urainage Report'
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~ APPENDIX
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Inland Pacific Engineering Ca. Riverwalk 6th Acldition Drainage Report
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' SOILS MAP
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Inland Pacific Engineering Co. Riverivalk 6th Addition Drainage Report,
67 61
SHEE7 NUMBER
WASHI(IGTON (Joins sheet 58) _
U(vTY, , s °3
29 PsRaNAL
- ~..~~rpsA4~
E r~'•'
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r y.,
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~ , ~ Gn6~:. ' ~ 1
- tt«S' ~ a+'-. - - ~ e~ ~ ^,'~y,'~y 4 .•.'~,~s.' " ' 't
, „iL`t ~`s~` ` e •?k ° _ ,'~s,~' ~ - ~ ~3 s.y'`~. • ` . .:2,~.,X
.K ~y • ~E ~t~t' . ~ . _ `,c~'= - ~s~~~~ „~t,.~~•, ~
~•"P~ ~''k. . ~ . ~ . .
gA'
~,C~ - . . • 1 r' ` ' C 'Sl~,~'~ +'~`I
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t • •~f~i •~1+ ~ ~ ^ ' ~ . F b`. ~ b1 1
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^ ~ Zv~ "'F`f:•.. Y ~ 3 ` '1~> ~ 'L F ~ . ~ ~ , a ^3,~' ' ~
- , ~ `'~.!N'
Grn8.,tK:.~- ~ .r i ~ '2~ • ~u ~ ' ~
- ►St'~,.~.t''1'T~;% ,y .rt+~-*"~°' ="`^,.'+t ~~r'„`. ~ ,1~-.' r. ~ 1Ya6 ~ A,
w n ~ ` - . ~ ' ~ " ~t • ~i,-. GP~`
~~*5~,~.j~'''~ A i"~~•4. -t~~~, _ * 2,~'S.'`` r~ ~5+~
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GO
~ i ~ r.~ ~"~a~, ~ I c 3 , ,j•'Y~.=,:r^__
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` ,'i• rf1g ~ h ~ . 1 \ tl3 ~ . ~ d
~ , R{t E - a~; * i7~^
+ tiiir Y'( ty Y~' t° ' ~S~ • ~ ~{?l~~ ~~s ~ .~h°``t,'," C C
V,iyS Y b, ' i S SP ~'(y.~! P~ \ , *;r't..' ft:r v
M
~ w~
i z ~ i:~• t~~ ^,y:•~' .3~y;ij
~ 44 ~ ' ap } • 'r';T : ~ : ~ ; , t E
A ik . S
fR , .y y~ `•.y ~ a~~"~~~,n~ 'C?w:.i~~ ~ :£~~i G-~- .i,
r~~ 9 t ~,~,1 ~ ~ ..,i♦` a ~ ! :i%~ hj` ~ _ S'`1~' `i ~~ii • • ~',~}1,..(~y~'f
C l~+~1i8~y,1~~~'~3+T~•~yy~ ~ti ~ ; ti~~ ~=~,t~ rl' ~y~ ~q~,~i~~ y~~`~ ~~?~~~~1' Ti ~ ~
.
~ ~s ~ Ii`,,.a. ~,i~•;;7~ j'. ~ ~ .`i , r` :}~z_- , li . '~.~.,l:~~:
t ~ ~~~`L!f''xr,4~ ~,~~1•,~ ~ _ ~ 'w r . . ]ri°'<'s:3u r
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. a ' . ~ n.. t,." .
♦ M1 - - - `s 1y'-r' ~
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i ~
t :i;* .F°^'r` 3" { ~ . C'ArJAl'
~ ~y r , , 4~, ~7 ~ _ ~ ~ 's ;
I f . ~ _ _ ~ •'i~ ~ ' k~o„ ` ' ~ , ` `.~.'1,r ,.y} .S~ ' . • . . - , ~ ~
"s ' a~?~ s~ ~R 9S .pf,C~•i,~ F GgA
4 ~ P c' ^ -+s.;~ .
. r~
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'~.e~?~* ° r~ ~ , J`4 .r 1 ~ T ;~;~i" ,
R4~~i Y ~ F h ~ f~~.7', ~`^il _
+ 1 1~ •~Y + . 'k ":y .
t dA~`_ , .
Z ~YI~K ~ ~ 9 JL~ Y `.y. ~ f fi~;~
tjOins sheet 76,
y ~•R~ l ~4 l~ J L~ i.~
5000 Feet
~
• ~ty'~....:-~-_~-~- ~ ~ ,
"
i Mde c .,,,to 1.20000
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Inland Pac Kiverwalk 6th Addition ,Urairiage Report
'
rfic Errgineering Co.
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50-year STORM
PEAK FLOW CALCULATION PROJECT: Riverwalk 6th
BASIN: Predeveloped Basin
Tot. Area 5.13 Acres
Imp. Area 0 SF
C = 0.25
CASE 1
300 ft. Overland Flow
Ct = 0.15
L = 300 ft.
n = 0.40
S = 0.008
Tc = 11.29 min., by Equation 3-2 of Guidelines '
0 ft. Gutter flow
Z1 = 50.0
Z2 = 3.5
n = 0.016
S = 0.008
d = 0.260 ft.
A R Q Tc Tc total I Qc
1.81 0.13 3.86 0.00 11.29 3.00 3.85
Qpeak for Case 1= 3.85 cfs
INLAND PACIFIC ENGINEERING
50-year STORM
PEAK FLOW CALCULATION PROJECT; Riverwalk 6th
BASIN: Developed Tot. Area 1.26 Acres (portion of Basin A and C that does
Imp. Area 0 SF not flow to the street) L.EAvOS
C = 0.30
CASE 1
90 ft. Overland Flow
Ct = 0.15
L = 90 ft.
n = 0.40
S = 0.008
Tc = 5.48 min., by Equation 3-2 of Guidelines
0 ft. Gutter flow
Z1 = 50.0
Z2 = 3.5
n = 0.016
S = 0.008
d = 0.190 ft.
A R Q Tc Tc total I Qc
0.97 0.09 1.67 0.00 5.48 4.41 1.67
Qpeak for Case 1= 1.67 cfs
INLAND PACIFIC ENGINEERING
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' 10 YEAR DESIGN STORM
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' Inland Pac.~i c En8irreering Co. Riverwalk 6th Additiori Drainage RePorl
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BOWSTRING METHOD PROJECT: Rivervvalk 6th Addition
PEAK FLOW CALCULATION PROJECT Riverwalk 6th AddiUon DETENTION BASIN DESIGN BASIN: A
BASIN: A this proJect, is part 10-Year Design Storm DESIGNER: JDG
Tot. Area 1.90 Acres o~Basin F,of RW 2nd ~ DATE: 06/08196
Imp. Area 16301 SF - . "
C = 0.30
`"'.x"...... Time Increment (min) 5
CASE 1 Time of Conc. (min) 8.14
Outfiow (cfs) 1
. 60 ft. Overland Flow Design Year Flow 10
Area (acres) 1.9
Ct = 0.15 ~ Impervious Area (sq ft) 16301
L= 60 ft. 'C Factor 0.3 '
• n= 0.40 ~'208' Volume Provided 0
S= 0.020 , ; Area ' C 0.570
Tc = 3.27 min , by Equation 3-2 of Gwdelines
" Time Time Inc. Intens. Q Devel. Vol.ln Vol.Out Storage
min sec iNhr cfs cu ft cu ft cu ft
490 ft. Gutter flow ( ) ~ ) C ) ( ) ( ) ~ ) ( )
Z1 = 50.0 For Z2 8.14 488 2.49 1.42 929 488 441
Z2 = 1 Type B= 10 n= 0.016 Rolled = 3.5 S 300 318 1.81 729 300 429
S= 0.008 10 600 2.24' 1.28 978 600 378
~ 15 900 1.77 1.01 1076 900 176
d= 0.182 ft. ' Za 1200 1.45 0.83 1129 1200 -71
~ 25 1500 1.21 0.69 1149 1500 -351
A R Q Tc Tc total I Qc ~ • 30 1800 1.04 0.59 1165 1800 ' -635
35 2100 0.91 0 52 1175 2100 -925
0 84 0.09 1.42 4 87 8.14 2.49 1.42.... 40 2400 0.82 0 47 11199 2400 -1201
45 2700 0.74 0.42 1209 2700 -1491
Qpeak for Case 1= 1 42 cfs ~ NN~M 50 3000 0.68 0.39 1227 3000 -1773
55 3300 0.64 0.36 1264 3300 -2036
60 3600 0.61 0 35 1309 3600 -2291
CASE 2 65 3300 0.60 0.34 1391 3900 -2509
70 4200 0.58 0.33 1443 4200 -2757
Case 2 assumes a Time of Cancentration less than 5 minutes so that the 75 4500 0.56 0.32 1489 4500 -3011
peak flow =.90(3.18)(Imp. Area) = 1.07 cfs 80 4800 0.53 0.30 1500 4800 3300
85 5100 0.52 0 30 1561 5700 -3539
90 5400 0.50 0.29 1586 5400 -3814
So, the Peak flow for the Basin is the greater of the two flows, 95 5700 0.49 0.28 1638 5700 4062
1 42 cfs 100 6000 0.48 0.27 1687 6000 ~13
I
208' DRAINAGE POND CALCULATIONS
Requlred'208' Storage Volume ,
v~,,,~~~~ = Impervious Area x.5 in / 12 in/R 679 cu ft'
, K~s w.:..;s.;,~.r •
~ .
208' Storage Volume Provided 0 cu ft
„ DRYWELL REQUIREMENTS -10 YEAR DESIGN STORI ,
Maximum Storage Required by Bovustring 441 cu ft
= Number and Type of Dryweils Required 0 Single
1 Double
" BOWSTRING METHOD PROJECT: Riverwalk 6th Addftlon
PEAK FLOW CALCULATION PROJECT Riverwalk 6th Adddion „ DETENTION BASIN DESIGN BASIN: B
BASIN. B this project, is part ~ 10-Year Design Storm DESIGNER: JDG
Tat Area 2.85 Acres of Basin D of RW 2nd DATE: 06/08/96
Imp Area 25436 SF
C = 0 35 ....V...,
Time Increment (min) 5 '
CASE 1 Time of Conc. (min) 10.50
oucnow (ors)
2
130 ft. Overland Flow Design Year Ftow 10
Area (acres) 2.85
Ct = 0.15 Impervious Area (sq ft) 25436
L= 130 ft .~~•°A ;;'C Factor 0 35
n= 0.40 208' Volume Provided 1514
S= 0020 ~ Area • C 0 998
Tc = 5.19 min., by Equation 3-2 of Gwdehnes "w"""
„ Time Time Inc. Intens Q Devel. Vol.ln Vol Out Storage
595 ft. Gutter flow (mIn) (sec) (iNhr) (cfs) (cu ft) (cu ft) (cu ft)
Z1 = 50.0 For Z2 10.50 630 2.18 2.17 1836 1261 576
Z2 = 1 Type B=1.0
n= 0.016 Rolled = 3 5 ~A 5 300 3.18 3.17 1275 600 675
S= 0.008 10 600 2.24 2.23 1795 1200 596
15 soo 1.77 1 n 1967 leoo 167
d= 0.214 ft. 20 1200 1.45 1.45 2046 2400 -354
' 25 1500 1.27 1.21 2069 3000 -931
A R Q Tc Tc total I Qc 30 1800 1.04 1.04 2090 3600 -1510
35 2100 0.91 0.91 2101 4200 c2099
1.17 0 11 2.18 5.31 10.50 218 2.17 40 2400 0 82 0.82 2138 4800 -2662
45 27~ 0.74 0.74 2151 5400 -3249
opeak for Case 1= 217 cfs 50 3000 0 68 0.68 2180 6000 '3820
55 33U0 0.64 0.64 2244 6600 -4356
60 3600 0.61 0.61 2321 7200 -4879
CASE 2 65 3900 0.60 0.60 2462 7800 -5338
70 4200 0.58 0.58 2554 8400 -5846
Case 2 assumes a Time of Concentration less than 5 minutes so that the 75 4500 0.56 0.56 2633 9000 -6367
peak flow = 90(318)(Imp. Area) = 1.67 cfs 80 4800 0.53 0 53 2651 9600 -6949
85 5100 0.52 0.52 2757 10200 ,7443
90 5400 0.50 0.50 2800 10800 -8000
So, the Peak flow for the Basin is the greater of the two flovus, ~ 95 5700 0 49 0.49 2891 11400 4509
217 cfs ' 100 6000 0.48 0.48 2975 12000 -9025
w-.~...~w208' DRAINAGE POND CALCULATIONS
; Required'208' Storage Volume
Impetvious Area x.5 in / 12 in/ft 1060 cu ft,
~ 208' Storage Volume Provided 1514 cu ft,
DRYWELL REQUIREMENTS - 10 YEAR DESIGN STORI .
Maximum Storage Required by Bowstring 675 cu ft.
Number and Type of Drywells Required 0 Single
w.~ w 2 Double
~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ r ~ ~ ~ ~ ~ ~ ~
.w:....
BOWSTRING METHOD PROJECT: Riverwalk 6th Addftion
PEAK FLOW CALCULATION PROJECT Riverwalk 6th Addition DETENTION BASIN DESIGN BASIN: C and F
BASIN: C and F 10-Year Design Storm DESIGNER: JDG
Tot Area 0.89 Acres DATE. 05/30/96
Imp. Area 8803 SF
C = 0.30
si~::;"'~..M.M•
~Time Increment (min) 5
CASE 1 ....,.w. -Time of Conc (min) 5.39
„Outffow (cfs) 03
35 ft. Overland Flow Deslgn Year Flow 10
„ Area (acres) 0 89
Ct = 0.15 Impervlous Area (sq ft) 8803
' L= 35 ft -M'C' Factor 03
n= 0.40 ~~~~~~;'2Q8' Volume Provfded 0
S= 0010 Area'C 0.267
Tc = 2.91 min , by Equatfon 3-2 of Guidelmes „
' Time Time Inc. Intens. Q Devel. Vol.ln Vol.Out Storage
230 ft. Gutter flow (min) (sec) (in/hr) (cfs) (cu ft) (cu ft) (cu ft)
;
Z1 = 500 For Z2 5 39 323 3.08 0.82 356 97 259
Z2 = 3.5 Type B=1 0
n= 0 016 Rolled = 3 5 5 300 3.18 0 85 341 90 251
S= 0009 .M,,. 10 600 2.24 0 60 425 180 245
15 900 177 0.47 477 270 207
d= 0 142 ft ~ 20 1200 1.45 0 39 507 360 147
25 1500 1.21 0.32 520 450 70
A R Q Tc Tc totai I Qc , 30 1800 1 04 0.28 530 540 -10
35 2100 0 91 0 24 537 630 93
054 0.07 0 83 2.48 5.39 308 0 82 40 2400 0.82 0.22 550 720 ~-170
45 2700 0.74 0.20 555 810 '-255
Qpeak for Case 1= 0 82 cfs WN'~ 50 3000 0.68 0.18 565 900 -335
„ 55 3300 0.64 0.17 583 990 -407
60 3600 0.67 0.16 604 1080 -476
CASE 2 65 3900 0.60 0.16 642 1170 -528
70 4200 0.58 0.15 667 1260 -593
Case 2 assumes a Time of Concentration less than 5 minutes so that the ' 75 4500 0.56 0.15 689 1350 -661
peak flow =.90(318)(Imp. Area) = 0.58 cis ~ 80 4800 0.53 0.14 695 1440 -745
85 5100 0.52 0.14 723 1530 -807
90 5400 0.50 0.13 736 1620 -884
So, the Peak flow for the Basm is the greater of the two flows, ~ 95 5700 0.49 013 760 1710 -950
0 82 cfs 100 6000 0.48 0.13 783 1800 -1017
;208' DRAINAGE POND CALCULATIONS
Required'208' Storage Volume
;t,,.,-MMM = Impervious Area x.5 in / 12 iNft 367 cu ft
208' Storege Volume Provided 0 cu ft
DRYWELL REQUIREMENTS - 10 YEAR DESIGN STORf
Maximum Storage Required by Bowstring 259 cu ft
~ Number and Type of Drywells Required 1 Single
0 Double
r ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ i
BOWSTRING METHOD PROJECT: Riverwalk 6th Addition
PEAK FLOW CALCULATION PROJECT Rroenvalk 6th Addition `---DETENTION BASIN DESIGN BASIN: D
BASIN* D 10-Year Design Storm DESIGNER: JDG
Tot Area 1.26 Acres DATE: 05/30/96
Imp. Area 7170 SF
C = 0.40 -
-Time Increment (min) 5
CASE 1 ~ Time of Conc. (min) 9.18
Outflow (cfs) 1
130 ft. Overland Flow Design Year Flow 10
~Area (acres) 1.26
Ct = 0.15 Impervious Area (sq ft) 7170
L= 130 ft. -'C' Factor 04
n= 0.40 '208' Volume Provided 0
S= 0.010 Area ' C 0.504
Tc = 6.39 min., by Equation 3-2 of Guidelines
Time Time Inc. Intens. Q Devel Vol.ln Vol.Out Storage
• 225 ft. Gutter flow :`::.';:ci ~ (min) (sec) (in/hr) (cfs) (cu ft) (cu ft) (cu ft)
Z1 = 50.0 For Z2 9.18 551 2 34 1.18 872 551 321
Z2 = 1 Type B =1.0 ~
" n= 0.016 Rolled = 3.5 ~ 5 300 318 1.60 644 300 344
S= 0005 , 10 600 2.24 1.13 889 600 289
~ 15 900 177 0.89 970 900 70
d= 0 186 ft. ZO 1200 1 45 0.73 1014 1200 -186
~ 25 1500 1.21 0.61 1029 1500 471
A R Q Tc Tc total I Qc ' 30 1800 1 04 0.52 1042 1800 -758
35 2100 0.91 0.46 1049 2100 -1051
0.88 0.09 1.19 2.79 9.18 2 34 1.18" 40 2400 0 82 0 41 1069 2400 1331
45 2700 0.74 0.37 1077 2700 -1623
Qpeak for Case 1= 1.18 cfs 50 ' 3000 060 0 34 1092 3000 -1908
~ 55 3300 0.64 0.32 1125 3300 -2175
60 3600 0.61 0.31 1164 3600 -2436
CASE 2 65 3900 0 60 0.30 1236 3900 -2664
70 4200 0.58 0 29 1283 4200 -2917
Case 2 assumes a Time of ConceMration less than 5 minutes so that the 75 4500 0.58 0.28 1323 4500 -3177
peak flow = 90(3.18)(Imp Area) = 0.47 cFs 80 4800 0.53 0.27 1332 4800 -3468
85 5100 0.52 0.26 1386 5100 -3714
90 5400 0.50 0.25 1408 5400 -3992
So, the Peak flow for the Basm is the greater of the iwo flows, • 95 5700 0 49 0.25 1454 5700 4246
1 18 cfs 100 6000 0 48 0.24 1497 6000 -4503
208' DRAINAGE POND CALCUTATiONS
Requlred'208' Storage Volume
= Impervious Area x.5 in / 12 INft 299 cu ft.
208' Storage Volume Provided 0 cu ft
DRYWELL REQUIREMENTS - 10 YEAR DESIGN STORI
Maximum Storage Reqwred by Bowstnng 344 cu ft,
Number and Type of Drywells Required 0 Single
~ 1 Double
r BOWSTRING METHOD PROJECT: Rivervvalk 6th Addition
PEAK FLOW CALCULATION PROJECT Riverwalk 6th Addition DETENTION BASIN DESIGN BASIN: E
BASIN. E w~ 10-Year Design Storm DESIGNER JDG
Tot. Area 0.47 Acres DATE: 05/30/96
Imp. Area 5769 SF
C = 0 30
" "-Time Increment (min) ~ 5
CASE 1 Time of Conc (min) 8.43
Outflow (cfs) 0.3
137 ft Overland Flow ~ Design Year Flow 10
--;Area (acres) 0.47
Ct = 015 ~ Impervious Area (sq ft) 5769 ~
L= 137 ft •w~ 'C' Factor 03
n= 0 40 h„'208' Volume Provided • 0 S= 0008 Area ' C 0.141
Tc = 705 min., by Equation 3-2 of Guidelines
Time Time Inc. Intens. Q Devel. Vol In Vol.Out Storage
105 ft. Gutter flow ~x (min) (sec) (in/hr) (cfs) (cu ft) (cu ft) (cu ft)
Z1 = 500 For Z2 8.43 506 2.45 0.35 234 152 82
Z2 = 3.5 Type B =1.0
n= 0.016 Rolled = 3.5 5 300 3.18 0.45 180 90 90
S= 0010 10 600 2.24 0 32 244 180 64
15 900 1.77 0.25 268 270 -2
d= 0.101 ft ~ 20 1200 1.45 0.20 281 360 -79
25 1500 1.21 0.17 285 450 -165
A R Q Tc Tc total I Qc 30 1800 1 04 015 289 540 -251
35 2100 0.91 0.13 292 630 -338
0.27 0.05 0 35 1.38 8.43 2 45 0 35 40 2400 0.82 0.12 297 720 -423
45 2700 0.74 010 300 810 -510
Qpeak for Case 1= 0.35 cfs 50 3000 0.68 0.10 304 900 -596
55 3300 0.64 0.09 313 990 -677
60 3600 0 61 0.09 324 1080 -756
CASE 2 65 3900 0.60 0.08 344 1170 -826
70 4200 0.58 0.08 358 1260 -902
Case 2 assumes a Time of Concentration less than 5 minutes so that the 75 4500 0 56 008 369 1350 -981
peak flow = 90(3 18)(Imp Area) = 0 38 cfs 80 4800 0.53 0.07 372 1440 -1068
85 5100 0.52 0 07 387 1530 -1143
90 5400 0.50 0 07 393 1620 -1227
So, the Peak flow for the Basin is the greater of the two flovus, 95 5700 0.49 0 07 406 1710 -1304
0.38 cfs 100 6000 0.48 0.07 418 1800 -1382
,...~..y;208' DRAINAGE POND CALCULATIONS
Required'208' Storage Volume
N^ = Impervious Area x.5 In ! 12 In/ft 240 cu ft
208' Storage Volume Provlded 0 cu ft
„DRYWELL REQUIREMENTS -10 YEAR DESIGN STORI •
~ Maximum Storage Required by Bowstnng 90 cu ft-
" ~ Number and Type of Drywells Required 1 Single
0 Double
~ BOWSTRING METHOD PROJECT: Riverwalk 6th Addftion
PEAK FLOW CALCULATION PROJECT Riverwalk 6th Addition ~ DETENTION BASIN DESIGN BASIN. TEMP. SAC
BASIN: TEMP. SAC 10-Year Design Storm DESIGNER: JDG
Tot Area 0.19 Acres DATE: 06l10/96
, Imp. Area 8483 SF
C = 0.50 w>3"^i,;;v;a
...,....Time Increment (min) 5
CASE t Time of Conc (min) 5 00
Outflow (cfs) 0.3
0 ft Overland Flow Design Year Flow 10
`s : Mw ' Area 0.194743
Ct = 015 Impervious Area (sq ft) 8483 ,
L= 0 ft Fw' w"ZM'C Factor 0.5
n= 0 40 ~ ~'208' Volume Provided 40+433 ~
S= 0020 " „Area • C 0.097
Tc = 0 00 min , by Equation 3-2 of Guidelines Time Time Inc. Intens. Q Devel. Voi.ln Vol Out Storage
70' ft. Gutter flow (mm) (sec) (iNhr) (cfs) (cu ft) (cu ft) (cu ft)
Zt = 50.0 For Z2 5 00 300 3.18 0.31 124 90 . 34
Z2 = 1 Type B= 1.0
n= 0.016 Rolled = 3.5 5 300 3.18 0.31 124 90 34
S= 0.018 10 600 2.24 0.22 153 180 -27
15 900 177 017 173 270 -97
d= 0 090 ft. 20 1200 1.45 014 184 360 -176
25 1500 1.21 0.12 189 450 -261
A R Q Tc Tc total I Qc w 30 1800 1.04 0.10 193 540 -347
35 2100 0.91 0.09 195 630 -435
021 0 04 0.32 0.00 5 00 3.18 0 31 40 2400 0 82 0 08 200 720 ~-520
45 2700 0.74 0.07 202 810 -608
Qpeak for Case 1= 0 31 cfs 50 3000 0.68 0.07 205 900 -695
55 3300 0.64 0.06 212 990 -778
60 3600 0.61 0.06 220 1080 -86D
CASE 2 65 3900 0.60 0.06 234 1170 -936
70 4200 0.58 0.06 243 1260 -1017
Case 2 assumes a Time of Concentration less than 5 minutes so that the 75 4500 0.58 0.05 251 1350 -1099
peak flow =.90(3.18)(Imp. Area) = 0 56 cfs " 80 4800 0.53 0.05 253 1440 -1187
85 5100 0.52 0.05 283 1530 -1267
90 5400 0.50 005 268 1620 -1352
So, the Peak flow for the Basin is the greater of the two flows, 95 5700 0.49 005 277 1710 -1433
0 56 cfs " 100 6000 0.48 005 285 1800 -1515
~?~9208' DRAINAGE POND CALCULATIONS
Required '208' Storage Volume
<a:xt"~ = Impervious Area x.5 in / 12 m/ft 353 cu ft
s.:.w;~"^^~ .
H 43u
208' Storage Volume Provided 1la4 cu ft-M A-DRYWELL REQUIREMENTS -10 YEAR DESIGN STORI
Maximum Storage Required by Bowstring 34 cu ft
Number and Type of Drywells Required 1 Single
0 Double
'
1
' . 50 YEAR DESIGN STORM
~
~
~
~
~
~
~
~
~
~ .
~
~
~
~
' Inland Paci c En8~' neerin8 Co. Riverwalk 6tli Addition Drainage RePort
'
~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ i
50-year STORM ~"""'"'BOWSTRING METHOD PROJECT: Riverwalk 6th
PEAK FLOW CALCULATION PROJECT Rivenvalk 6th ; DETENTION BASIN DESIGN BASIN: Basin A
BASIN: Basin A MDESIGNER: JDG
Tot. Area 1 90 Acres DATE. 06/08l96
Imp Area 16301 SF „
C = 0.30
~ Time Increment (min) 5
CASE 1 Time of Conc. (min) 8 86
Outftow (cfs) 1
60 ft Overland Flow Design Year Flow 50
, Area (acres) 1.9
Ct = 0.15 ~,,,•v Impernous Area (sq ft) 16301
L= 60 ft. 'C Factor 0.3
n= 0.40 50-year Volume Provided 985
S= 0.008 Area ' C 0 570
Tc = 4.30 min, by Equation 3-2 of Guidelines
Time Time Inc. Intens. Q Devel Vol In Vol.Out Storage
490 ft Gutter flow (min) (sec) (iNhr) (cfs) (cu ft) (cu ft) (cu ft)
Z1 = 50.0 8.86 531 3.25 1.85 1319 531 787
Z2 = 3.5
n= 0.016 5 300 4.58 2.61 1049 300 749
S= 0008 ^^~^10 600 3.20 1.82 1424 600 824 r-=
15 900 2.45 1.40 1509 900 609
d= 0 200 ft ' 20 1200 1.95 1 11 1535 1200 335
25 1500 1.62 0.92 1552 1500 52
A R Q Tc Tc total I Qc ~w 30 1800 1.56 0.89 1761 1800 -39
35 2100 128 0.73 1664 2100 -436
1 07 010 1 92 4 56 8.86 3.25 1.85 40 2400 1.19 0.68 1743 2400 -657
• 45 2700 1.08 0.62 1773 2700 -927
Qpeak for Case 1= 1.85 cfs 50 3000 0 99 0.56 1795 3000 -1205
" 55 3300 0.92 0.52 1825 3300 -1475
60 3600 0.87 0 50 1875 3600 -1725
CASE 2 65 3900 0.82 0.47 1907 3900 -1993
70 4200 0.80 0.46 1998 4200 -2202
Case 2 assumes a Time of Concentration less than 5 minutes so that the 75 4500 0 77 0.44 2054 4500 -2446
peak flow = 90(4.58)(Imp Area) = 1.54 cfs 80 4800 0 75 0.43 2129 4800 -2671
85 5100 0.72 0 41 2167 5100 -2933
. 90 5400 0.71 0.40 2259 5400 -3141
So, the Peak flow for the Basin is the greater of the two flows, ~ 95 5700 0.69 0.39 2313 5700 -3387
1 85 cfs : 100 6000 0.67 0.38 2360 6000 -3640
w<208' DRAINAGE POND CALCULATIONS
Required '208' Storage Volume ~
w ; = Impervious Area x.5 in / 12 iNft 679 cu ft;
<N ,
50 year Volume Prowded 985 cu ft;
H~ DRYWELL REQUIREMENTS - 50 YEAR DESIGN STORI ~
Mauimum Storage Required by Bowstring 824 cu ft~
- Number and Type of Drywells Required 0 Single 1 Double,
INLAND PACIFIC ENGINEERING
~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ i
50-year STORM „w.... BOWSTRING METHOD PROJECT• Riverwralk 6th
PEAK FLOW CALCULATION PROJECT Riverwalk 6th DETENTION BASIN DESIGN BASIN: Basin B
BASIN: Basin B ~ DESIGNER: JDG
Tot Area 2.85 Acres DATE: 06/08/96
Imp Area 25436 SF
C = 0.35
-Time Incremerrt (min) 5
CASE 1 „ =,2 Time of Conc. (min) 11.81
Outflow (cfs) 2
130 ft. Overland Flow "Desfgn Year Fiow 50
Area (acres) 2.85
Ct = 0.15 „M Impernous Area (sq ft) 25436
L= 130 ft. """'C Factor 0 35
n= 0.40 50-year Volume Provided 8850
S= 0.008 Area ' C 0.998
Tc = 6.84 min, by Equation 3-2 oi Guidelines
Time Time Inc. intens. Q Devel. Vol.ln Vol.Out Storage
595 ft. Gutter flow ~ (min) (sec) (iNhr) (cfs) (cu ft) (cu ft) (cu ft)
w..v..,......w...,
Z1 = 500 11 81 708 2.92 2.91 2763 1417 1346
Z2 = 35 n= 0.016 S 300 4 58 4 57 1837 800 1237
S= 0008 10 600 3.20 3.19 2566 1200 1366
15 900 2.45 2 44 2788 1800 988
d= 0 235 ft 20 1200 1.95 1 95 2803 2400 403
25 1500 1.62 1 62 2813 3000 -187
A R Q Tc Tc total I Qc 30 1800 1.56 1.56 3176 3600 -424
35 2100 128 1.28 2989 4200 -1211
1 48 . 012 2.95 4 97 11 81 2 92 2 91 40 2400 1.19 1 18 3122 4800 -1678
45 2700 1.08 1.08 3168 5400 -2232
Qpeak for Case 1= 2 91 cfs 50 3000 0 99 0.99 3200 6000 -2800
55 3300 0 92 0.92 3249 6600 -3351
60 3600 0.87 0.87 3333 7200 -3867
CASE 2 65 3900 0.82 0.82 3387 7800 -4413
70 4200 0.80 0.80 3544 8400 -4856
Case 2 assumes a Time of Concentration less than 5 minutes so that the 75 4500 0.77 077 3641 9000 -5359
peak flow = 90(4.58)(Imp. Area) = 2.41 cfs • 80 4800 0.75 0.75 3771 9600 -5829
~ 85 5100 0.72 0.72 3836 10200 -6364
90 5400 0.71 0.71 3995 10800 -6805
So, the Peak flow for the Basin is the greffier of the two flows, 95 5700 0.69 0.69 4089 11400 -7311
2.91 cfs ~ 100 6000 0.67 0.67 4171 12000 -7829
I
~ 208' DRAINAGE POND CALCULATIONS ~
Requlred '208' Storage Volume ~
Impervious Area x.5 in / 12 iNft 1060 cu ft ;
50 year Votume Provided 8850 cu ft ~
~
x, ~,.~Yw DRYWELL REQUIREMENTS - 50 YEAR DESIGN STORf `
µ Maximum Storage Required by Bowstr(ng 1366 cu R
Number and Type of Drywells Reqwred 0 Single
2 Double
INIAND PACIFIC ENGINEERING
~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~t ~ ~ ~ ~ ~ ~ i
50-year STORM BOWSTRING METHOD PROJECT: Rfverwalk 6th
PEAK FLOW CALCULATION PROJECT Riverwalk 6th DETENTION BASIN DESIGN BASIN: Basin C and F
BASIN, Basin C and F DESIGNER: TRW
Tot Area 0 89 Acres DATE- 06/04/96
Imp Area 8803 SF
C = 0 30 . w.~.,
Time Increment (min) 5
CASE 1 Time of Conc. (min) 5.18
Outflow (cfs) 03
35 ft. Overland Flow Design Year Flow 50
mz Area (acres) 0.89
Ct = 0.15 Impervious Area (sq ft) 8803
L= 35 ft ,w 'C' Factor 03
n= 0.40 50-year Volume Provided 832
S= 0.010 - ~'Area ' C 0.267
Tc = 2 91 min, by Equation 3-2 of Guidelines
x~;•,M,;;.~~„"~' Time Time Inc. Intens. Q Devel. Voi.ln Vol Out Storege
230 ft. Gutter flow (min) (sec) (iNhr) (cfs) (cu ft) (cu ft) (cu ft)
.................w,
Z1 = 50.0 5.18 311 4.52 1 21 502 93 409
Z2 = 35 n= 0016 5 300 4.58 1 22 492 90 402
S= 0.009 10 600 3.20 0.85 603 180 423
15 900 2.45 0.65 658 270 388
d= 0.168 ft. ~ 20 1200 1.95 0.52 680 360 320
° 25 1500 1.62 0.43 694 450 244
A R Q Tc Tc total I Qc 30 1800 1.56 0.42 794 540 254
35 2100 1.28 0 34 754 630 124
0.75 0.08 1 28 2.27 5.18 4.52 1.21 .-w ~ 40 2400 1.19 0 32 793 720 73
- ~ 45 2700 1.08 0.29 809 810 -1
Qpeak for Case 1= 1.21 cfs .,w.,,..,. 50 3000 0.99 0.26 821 900 -79
55 3300 0.92 0 25 837 990 -153
60 3600 0.87 0 23 861 1080 -219
CASE 2 65 3900 0.82 0 22 877 1170 -293
70 4200 0.80 0.21 920 1260 -340
Case 2 assumes a Time ot Concentration less than 5 minutes so that the 75 4500 0.77 0.21 947 1350 -403
peak flow = 90(4 58)(Imp. Area) = 0 83 cfs . . 80 4800 0.75 0.20 982 1440 -458
85 5100 0.72 0.19 1001 1530 -529
~ 90 5400 0.71 0.19 1044 1620 -576
So, the Peak (low for the Basin is the greater of the two flows, 95 5700 0.69 0.18 1070 1710 -640
1 21 cfs 100 6000 0.67 0.18 1092 1800 -708
208' DRAINAGE POND CALCULATIONS
Required'208' Storage Volume Impenrious Area x 5 in / 12 in/R 367 cu R ;
50 year Volume Provided 832 cu ft ~
,
DRYWELI REQUIREMENTS - 50 YEAR DESIGN STORI '
• Maximum Storage Required by Bovvstring 423 cu ft !
wM • Number and Type of Drywells Required 1 Single
0 Double
INLAND PACIFIC ENGINEERING
50.year STORM BOWSTRING METHOD PROJECT: Riverwalk 6th
PEAK FLOW CALCULATION PROJECT Rrverwalk 6th DETENTION BASIN DESIGN BASIN, Basin D
BASIN, Basin D ° DESIGNER: JDG
Tot. Area 1.26 Acres ~ DATE: 06/10/96
Imp Area 7170 SF
C = 0 40 •.w.
Time IncremeM (min) 5
CASE 1 Time of Conc. (min) 8.34
outnow (ors) 1
130 ft. Overiartd Flow ;"-wo Design Year Flow 50
m Area (acres) 1.26
Ct = 0.15 Impervious Area (sq ft) 7170
L= 130 ft. Factor 0.4 ,
n= 0.40 ~ 50-year Volume Provided 794
_ S= 0.010 Area ' C 0 504
Tc = 6.39 min, by Equation 3-2 of Guidelines
Time Time Inc. Intens. Q Devel. Vol.ln Vol Out Storage
225 ft Gutter flow •~i (min) (sec) (iNhr) (cfs) (cu ft) (cu ft) (cu ft)
Z1 = 50.0 8.34 500 3 43 1 73 1158 500 658
Z2 = 1 °
n= 0016 5 300 4.58 2.31 928 300 628
S= 0.010 wM..w 10 6W 3.20 1.61 1242 600 642
15 900 2.45 1.23 1321 900 421
d= 0130 ft. 20 1200 1.95 0.98 1347 1200 147
25 1500 1.62 0.82 1364 1500 -136
A R Q Tc Tc total I Qc 30 1800 1.56 0.79 1549 1800 -251
- 35 2100 1.28 0.65 1464 2100 -636
0.92 0 09 1.77 1 94 8 34 3.43 1.73 40 2400 1.19 0 60 1535 2400 -885
45 2700 1.08 0.54 1562 2700 -1138
Qpeak for Case 1= 1.73 cfs 50 3000 0.99 0.50 1582 3000 -1418
~ 55 3300 0.92 0.46 1609 3300 -1691
60 3600 0 87 0.44 1653 3600 -1947
CASE 2 ~ 65 3900 0 62 0.41 1682 3900 -2218
70 4200 0 80 0.40 1762 4200 -2438
Case 2 assumes a Time of Concentration less than 5 minutes so that the ~ 75 4500 077 0.39 1812 4500 -2688
peak flow = 90(4.58)(Imp. Area) = 0.68 cfs 80 4800 0 75 0.38 1879 4800 -2921
85 5100 0 72 0 36 1912 5100 -3188
90 5400 0.71 0.36 1993 5400 -3407
Sn; the Peak Flow for the Basin Is the greater of the two flows, 95 5700 0169 0.35 2041 5700 -M9
1 73 cfs 100 6000 0.67 0.34 2084 6000 -3916
';208' DRAINAGE POND CALCULATIONS ~
Required'208' Storage Volume .
Impervfous Area x.5 in / 12 iNft 299 cu ft ~
50 year Volume Provided 794 cu ft
DRYWELL REQUIREMENTS - 50 YEAR DESIGN STORI ~
Maximum Storage Required by Bowstring 658 cu ft;
~ Number and Type of Drywells Required 0 Single 1 Double
INLAND PACIFIC ENGINEERING
50-year STORM
BOWSTRING METHOD PROJECT: Rivervvalk 6th
PEAK FLOW CALCULATION PROJECT Riverwalk 6th =--DETENTION BASIN DESIGN BASIN: Basin E
BASIN• Basin E DESIGNER: JDG
Tot. Area 0.47 Acres DATE. 06/04196
Imp Area 5769 SF
C = 0 30
~ Time increment (min) 5
CASE 1 Time of Conc. (min) 8.43
Outflow (cfs) 0.3
xx~".,..zw,µK ~
137 ft Overland Flow Design Year Flow 50
Area (acres) 0.47
Ct = 015 Impervious Area (sq R) 5769
L= 137 ft. ~=,'C' Factor 03
n= 0.40 50-year Volume Provided 438
S= 0.008 Area • C 0.141
Tc = 705 min, by Equation 3-2 of Guidelines
w Time Time Inc. Intens. Q Devel. Vol.ln Vol.Out Storage
105 ft. Gutter flow (min) (sec) (iNhr) (cfs) (cu ft) (cu ft) (cu ft)
,.M ...w.;...:--------
Z1 = 50.0 8.43 506 3.40 0.48 325 152 173
Z2= 35
n= 0.016 5 300 4 58 0.65 260 90 170
S= 0.008 10 600 3.20 0.45 348 180 168
15 300 2 45 0.35 370 270 100
d= 0.120 ft. 20 1200 1.95 0.27 377 360 17
; 25 1500 1 62 0 23 382 450 -68
A R Q Tc Tc total I Qc 30 1800 1.56 0.22 434 540 -106
35 2100 1.28 018 410 630 -220
0 39 0 06 0 49 1.37 8 43 3 40 0.48 40 2400 1.19 017 430 720 -290
45 2700 1.08 0.15 437 810 -373
Qpeak for Case 1= 0 48 cfs ' 50 3000 0.99 0.14 443 900 -457
55 3300 0.92 013 450 990 -540
rwµ'~~ 60 3600 0.87 0.12 463 1080 -617
CASE 2 65 3900 0 82 012 471 1170 -699
70 4200 0 80 0.11 493 1260 -767
Case 2 assumes a Time of Concentration less than 5 minutes so that the 75 4500 0.77 0.11 507 1350 -843
peak flow =.90(4 58)(Imp. Area) = 0.55 cfs 80 4800 0.75 0.11 526 1440 -914
85 5100 0.72 0.10 535 1530 -995
90 5400 0.71 0.10 558 1620 -1062
So, the Peak flow for the Basin is the greater of the two flows, 95 5700 0 69 0.10 571 1710 -1139
0 55 cfs ° 100 6000 0.67 0.09 583 1800 -1217
208' DRAINAGE POND CALCULATIONS
Required '208' Storage Volume
Imperv(ous Area x 5 in / 12 Wft 240 cu ft
" 50 year Votume Provided 438 cu ft
~DRYWELL REQUIREMENTS - 50 YEAR DESIGN STORr
Ma)dmum Storage Required by Bowstring 173 cu ft
Number and Type of Drywells Required 1 Single
~ 0 Double
INLAND PACIFIC ENGINEERING
. .....A
SQyear STORM • BOWSTRING METHOD PROJECT: Riverwalk 6th
PEAK FLOW CALCULATION PROJECT Riverwalk 6th DETENTION BASIN pESIGN BASIN: TEMP SAC
BASIhI' TEMP SAC DESIGNER: JDG
Tot. Area 0.19 Acres DATE: 06/10/96
Imp. Area 8483 SF ~ C = 0.50
Time Increment (min) 5
CASE 1 ~ Time of Conc. (min) 5.00
Outflow (cfs) 0.3
0 ft. Overland Flow Design Year Flow 50
Area (acres) 0.19
Ct = 0.15 Impervious Area (sq ft) 8483
L= 0 ft. ~ 'C' Factor 0.5
n= 0.40 50-year Volume Provided
S= 0 008 a Area ' C 0.095
Tc = 0.00 min , by Equation 3-2 of Gwdelmes
Time Time Inc IMens Q Devel. Vol.ln Vol Out Storage
.M... . i
70 ft. Gutter flow (min) (sec) QNhr) (cfs) (cu ft) (cu ft) (cu ft)
V..•^ _
Z1 = 50.0 5.00 300 4.58 0.44 175 90 85
~^~'~w ~
Z2 = 1 ~
' n= 0.016 . 5 300 4.58 0.44 175 90 85
S= 0018 10 600 3.20 0.30 213 180 33
15 900 2.45 0 23 233 270 -37
d= 0 101 ft 20 1200 1.95 0.19 241 360 -119
~ 25 1500 1.62 0.15 247 450 -203
A R Q Tc Tc total I Qc 30 1800 1.56 0.15 282 540 -258
35 2100 1.28 0.12 268 630 -362
0 26 0.05 0 44 0.69 5.00 4.58 0.44 40 2400 1 19 0.11 282 720 -438
45 2700 1.08 0.10 287 810 -523
Qpeak for Case 1= 0 44 cfs ~~~~^~~•50 3000 0.99 0.09 292 900 ' -608
55 3300 0.92 0.09 297 990 -693
60 3000 0.87 0.08 306 1080 -774
CASE 2 65 3900 0.82 0.08 312 1170 -858
70 4200 0.80• 0.08 327 1260 -933
Case 2 assumes a Time of Concentration less than 5 minutes so that the 75 4500 077 0.07 337 1350 -1013
peak flow =.90(4.58)(Imp. Area) = 0 80 cfs 80 4800 0.75 0.07 349 1440 -1091
85 5100 0.72 0.07 356 1530 -1174
90 5400 0.71 0.07 371 1620 -1249
So, the Peak flow for the Basin is the greater of the two flows, 95 5700 0.69 0.07 380 1710 -1330
0.80 cfs 100 6000 0.67 0.06 388 1800 -1412
m8' DRAINAGE POND CALCULATIONS
Required'208' Storage Volume '
Impervious Area x.5 in / 12 iNft 353 cu ft
~"N; w•or?;
5°^•'v' 50 year Volume Provided 0 cu ft'
s^s.: :
w; DRYWELL REQUIREMENTS - 50 YEAR DESIGN STORI
~~M • Maximum Storage Required by Bowstring 85 cu ft'
Number and Type of Drywells Required 1 Single 0 Double
INLAND PACIFIC ENGINEERING
1
'
INFORMATION REFERENCED FROM
~ RIVERWALKS 2ND ADDITION
DRAINAGE REPORT
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~ Inlarrd Pacific Engineering Co. Riverwalk 6th Adtlrtiox Drainage Report
' -
STORMWATER DISPOSAL AND BASIN SUNIlVIARY
The- Peak Flow, Bowstring, and SCS calculations on the following pages show the
required retention volumes for each basin. Listed below aze the basin summaries and
retention volumes provided.
BASIN A
The peak flow for the 10-year design 'stoiin from Basin "A" af 0.81 c.f.s:, will-be- disposed of in Pond A which has a'208' volume of 498.4 cubic feet, and one existing Type "B"
drywell in sump condition.
BASIN B •The peak flow for the 10-year design storm from Basin "B" of 0.88 c.f.s., will be disposed
of in Pond B which has a'208' volume of 1514 cubic feet, and two Type "B" drywells in
sump condition. (Note: Pond B and the included drywells are the combined requirements
' of basins B and D.)
BASIN C
The peak flow for the 10-year design storm from Basin "C', of 0.46 c.f.s., will be disposed
of in Pond C which has a'208' volume of 291 cubic feet, and one existing Type "B"
drywell in sump condition.
"ASIN D
The peak flow for the 10-year desiga storm from Basin "D" of 2.17 c.f.s., will be disposed
of in Pond "B" which has a combined '208' volume of 1514 cubic feet, and two T~pe "B"
drywell in sump condition. Note: Basins B and D share the same pond and drywells to
take advantage of the common area an Tract B.
BASIN E
The peak flow for the 10-year design storm from Basin "E" of 0.51 c.f.s., will be disposed
of in Pond E which has a'208' volume of 326.7 cubic feet, and one Type "A" drywell in
sump condition.
IVBASIN F
The peak flow for the 10-year design storm from Basin "F" of 1.42 cts., will be disposed
of in Ponds Fl, F2, and F3 which have a combined '208' volume of 762.9 cubic feet, and
one 'Iype "B" drywell in sump condition _
- Offsite
The peak flow for the 50-year design storm from the Offsite basin is 03 c.f.s., as
calculated by the TR-55 Method. The total storage volume from the 50-yeaz design
storm of 5,148 cubic feet will be stored in a cut-off swale along the south plat boundary.
The total starage volume provide is 5400 cubic feet. The cut-off swale is 0.6' deep with a
0.5' of freeboard (See calculations, copy attached.)
_ Inland Pacifu Engiruering Inc. 5 Xnawalk 2nd Addition - Drainage
;
~
~ Basin B consists of the impervious azea on the north side of Indiana from Sta. 13+15 to
18 + 07. It also includes a portion of Tract "B", lots 1 through 3, and half of lot 4, block 3.
~ Basin C consists of the road impervious area on the south half of Indiana, from station
10+36 to 12+63, and the west half of Salmon River Lane from station 28+83 to 30+00.
~ This basin also includes lot 1, block 1, and Tract "C".
~asin D consists of the impervious -area on Salmon RiveF Lane-from -station- 28 + 83- to
~ 29+60, and the south side of Indiana from 13+38 to the easterly plat boundary at station
19+67. It also includes Tract "D", and lots 1 through 8, block 2. Basin D calculations also
include 3 future lots, and approximately 370 lineal feet of future roadway.
~ Basin E consists of half of lot 4, block 3, and Tract "E", as well as the street impervious
area on the west side of Snake River Lane from station 10+40 to 11+50, and
~ approximately 1501ineal feet of future street impervious area and one future lot.
asin F consists of Tract "F", lot 1, block 4,-the street impervious area flanldng both
~ sides of lot 1. It also includes the street impervious area on the north side of Indiana
Avenue for approximately 480 lineal feet of future roadway and approximately 6 future
lots.
~
The Offsite basin will be calculated using the TR-55 method due to the size of the basin.
~ 1'his basin consists of the area south of the plat boundary toward Mission Avenue. This
area slopes gradually towazd the site at approximately 1%. At this time this property will
stay agricultural for the neaz future. (See Basin Map, copy included.)
~ STORMWATER C:AI.CULATIONS • ONSITE
~ The stormwater from the 6 onsite basins will be disposed of in '208' retendon ponds, and
Spokane County drywells as shown on the plans and in the attached Bowstring
Calculation Sheets. '
~ Table 1 lists the total, and impervious areas for the Time of Concentration and Peak
Flow calculations. .
~ Table 2 summarizes the retention volumes required for each basin as calculated by the
Bowstring Calculations, as well as the depth, perimeter, area and volume provided for
~ each pond. -
~
~
~
Inland Pacifu Engineering, lnc. . Riverwalk hid Addidon - Drainage
~ 2
~
~ 1208' RETENTION VOLUME CALCULATIONS
~ '208' retention volumes were calculated using the followi.ng formula:
Volume (cu. ft.) _ (depth)(area) + (slope area) (perimeter)
, TABLE 2-1208' RETENTION POND VOLUME CAI.CULATIONS
, Rivenvalk Second Addition
POND I DEPTH AREA PERIMETER REQ'D VOL. VOL. PROV.
,
A 0.5 870 169 494.4 498.4
B 0.5 2855 231 1507.6 1514
C 0.5 1030 175 549.6 580.6
~ E 0.5 582 96 320.7 326.7
Fl 0.5 238 62 137.8 142.3
~ FZ 0.5 204 58 120.5 123.8
~ F3 0.5 864 173 420.9 496.8
~
Note: 'I~pical sideslopes are 3:1 maximum.
~
Basins B and D share a'208' pond located in the common area on the north side
~ of Indiana Avenue.
Ponds Fl, and F2 are intermed.iate '208' ponds designed to handle the upstream
~ impeivious area only. These ponds will be built as part of future phases, but
needed to be designed as part of this project.
~
~ .
~
Inland Paci fu Engineerin$ !nc- Rivenva/k brd Addition - Drainage
~ 4 .
~ ~ ~ ~ ~ ~ r ~ ~ ~ ~ ~ : ~ ~ ~ s
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BAS I N " F"
i~v Q SUB-BASIN SUB-BA$IN F1
4 Z .F.3. ~ SUB-BI~SIN 'F7' ~ "
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~ . , • 280~ G 595' GUITER 0 .0080 FT./fT • - - ...::u:~:.~m . i~:}~ - i
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-\-:-°---J" Y .
1 1! . ~ ~ . ~ 41 BASiN
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3
2-- . R.IVERWALK 2 N D. - ADD TI O N
~ ~ - - - - - ~ ~ s- • - - - - ~
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• - - - - _ . . , ~ ~
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.
'C H-- -SECTTO Nf
_ FLOW ROUTED TO POND o
SE CORNER Or--McMILLAN LN. '0
D I N D IANA AVE.
~
i
PEAK FLOW CALCULATIONS PROJECT: Riverwalk P.U.D. 2nd Addn.
BASIN: BD
Tot. Area 4.11 Acres
Imp. Area 36184 SF
C = 0.30
CASE 1
130 ft. Overland Flow Ct = 0.15
L = 130 ft. -
n = 0.40
S = 0.020
Tc = 5.19 min., by Equation 3-2 of Guidelines
595 ft. Gutter flow
' Z1 = 1.0
; Z2 = 50.00
n = 0.016
. S = 0.0080
~ d = 0.233 ft. * A R Q Tc Tc total I Qc
1.38 0.12 2.74 5.02 10.21 2.21 2.74
'Qpeak for Case 1= 2.74 cfs
CASE 2
Case 2 assumes a Time of Concentration less than 5 minutes so that the
peak flow =.90(3.18)(Imp. Area) = 2.38 cFs
So, the Peak flow for the Basin is the greater of the two flows,
2.74 cfs
,
i:
Y
f.
7 Z
BOWSTRING METHOD PROJECT: Riverwalk P.U.D. 2nd Addn.
DETENTION BASIN DESIGN BASIN: BD
DESIGNER: SKM
DATE: 10/27
I
~ Time increment (min) 5
~ Time of Conc. (min) 1021
Outffow (cfs) 2
Design Year Flow ---10
~ Area (acres) _ 4.11
Impervious Area (sq ft) 36184
'C' Factor 0.3015
~ '208' Volume Provided
Area * C 1.239
~ Time Time Inc. Intens. Q Devel. Vol.ln Vol.Out Storage
(min) (sec) (in/hr) (cfs) (cu ft) (cu ft) (cu ft)
~ 10.21 ====613 ^ 2.21==== 2.74 2247 :===1225 ===1022
~ 5 300 3.18 3.94 1584 600 984
. 10 600 2.24 2.78 2232 1200 1032
15 900 - 1.77 2.19 2431 1800 631
20 1200 1.45 1.80 2530 2400 130
25 1500 1.21 1.50 2561 3000 -439
30 1800 1.04 1.29 2588 3600 -1012
35 2100 0.91 1.13 2603 4200 -1597
40 2400 0.82 1.02 2650 4800 - 2150
45 2700 0.74 0.92 2667 5400 - 2733
50 3000 0.68 0.84 2703 6000 - 3297
208' DRAINAGE POND CALCULATIONS
Required '208' Storage Volume '
Impervious Area x.5 in / 12 in/ft 1507.7 cu ft
208' Storage Volume Provided cu ft
,
DRYWELL REQUIREMENT - 10 YEAR DESIGN STORM
Maximum Storage Required by Bowstring 1032 cu ft
Number and Type of Drywells Required 0 Single
2 Double
1.
h /
PEAK FLOW CALCULATION PROJECT: Riven+valk 2nd Addition
10-YEAR STORM INTERVAI BASIN: F
~ Tot. Area 1.90 Acres
tmp. Area 16301 SF
CASE 1 C = 0.30
~
60 ft. Overland Flow
Ct = 0:15
~ L = 60 ft. -
n = 0.40 -
- • S = 0.020
R.
Tc = 327 min., by Equation 3-2 of Guidelines
~ 490 ft. Gutter flow
Zi = 50.0
Z2 = 1.00
n = 0.016
S = 0.0080
d = 0.182 ft.
~
a-J A R Q Tc Tc total I Qc
0.84 0.09 1.42 4.87 8.14 2.49 1.42
Qpeak for Case 1= 1.42 cfs
CASE 2
~
Case 2 assumes a Time of Concentration less than 5 minutes so that the _
: peak flow =.90(3.18)(Imp. Area) = 1.07 cfs
r So, the Peak flow for the Basin is the greater of the two flows,
1.42 cfis .
, -
r'
BOWSTRING METHOD PROJECT: Riverwalk 2nd Addition
DETENTION BASIN DESIGN BASIN: F
10-YEAR DESIGN STORM DESIGNER: B. Howard
~ DATE: 09/29
Time Increment (min) 5
Time of Conc. (min) 8.14
Outflow (cfs) 1
Design Year_Flow 10 .
Area (acres) 1.9
Impervious-Area (sq ft) 16301
~'C Factor 0.3
'208' Volume Provided
Area * C 0.570
~
Time Time Inc. Intens. Q Devel. Vol.ln Vol.Out Storage
; (min) (sec) (in/hr) (cfs) (cu ft) (cu ft) (cu ft)
8.14 488 2.49 1.42 929 488 441
'
s
5 300 3.18 1.81 729 300 429
10 600 2.24 1.28 978 600 378
15 900 1.77 1.01 1076 900 176
20 1200 1.45 0.83 1129 1200 -71
25 1500 1.21 0.69 1149 1500 - 351
30 1800 1.04 0.59 1165 1800 - 635
35 2100 0.91 0.52 1175 2100 -925
40 2400 0.82 0.47 1199 2400 -1201
~ 45 2700 0.74 0.42 1209 2700 -1491
50 3000 0.68 0.39 1227 3000 -1773
j' 208' DRAINAGE POND CALCUlATIONS
Required '208' Storage Volume
= Impervious Area x.5 in / 12 in/ft 679.2 cu ft
208' Storage Volume Provided -7&Z.9 cu ft
r..
DRYWELL REQUIREMENT - 10 YEAR DESIGN STORM
Mauimum Storage Required by Bowstring 441 cu ft
, Number and Type of Drywells Required 0 Single
1 Double
~
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CURB INLET CALCULATIONS
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Inland Pacific Engineering Co. Riverwalk 6tli Addition Drainage Report
' -
208' POND CALCULATIONS
Project: Blackhawk Northwest
Date: 08-Jun-96
Designer: JDG
Upstream Carryover Accumul. Pond '208'
'208' Curb Drop Imper. Storage Storage Storage Type/ Storage Carryover
Sub-Basin Station R/L Area Req't Req't Req't Size Provided Downstream
Pond B,W& 21+84 L 3209 133.7 133.7 15X15 135.0
Pond AAA 20+38 L 2916 121.5 121.5 14X15 126.8
Pond F3 10+56 R 10101 420.9 420.9 11.5x70 496.8
INLAND PACIFIC ENGINEERING
m m m m m m m m m m m m m m m m m m m i
CURB DROP CALCULATIONS
Curb Drop Depression = 2 in.
Standard Curb Drop Length = 4 ft.
Upstream Gutter Roughness Reciprocal Depth Length
'208' Curb Drop Impervious Peak Slope Coeff. Cross slope of Flow Required
Sub-Basin Station R/L Area Flow S n Z ZJn d" Qa/La"' Q/(Qa/La) Remarks
~~DB 21 +84 L 3209 0.21 0.0080 0.0160 50 3125 0.08 0.058 3.64
:PoND A 20+38 L 2916 0.19 0.0080 0.0160 50 3125 0.08 0.056 3.43
F3 10+56 R 10101 0.66 A 4' inlet MMUMM has
capacity to handle 4.0 4
when located ina sump
i
INLAND PACIFIC ENGINEERING
SPOKANE COUNTY INTERIM ROAD & DRAINAGE
SUBMITTAL CHECKLIST
PROJECT # 96083 DATE: AuQust 14, 1996
PROJECT NAME: Riverwalk 6th Addition
PROJECT SPONSOR: TFi iv
PROJECT ENGINEER: Todd R. Whipple TgL_#_(509)458-6840
(Road & Drainage Plans)
PROJECT SURVEYOR: Patrick Moore TFL_.# (509)458-6840
(Ptat)
PLEASE PROVIDE A RESPONSE TO EACH OF THE FOLLOWING TTEMS.
GENIItAL I'I'EMS
voOJIN/A❑ 1. A signed "AGREEMENT TO PAY FEES" form has been submitted to Spokane Counry along with any
applicable plat fees, prior to any pre-design/presubmittal meeting
,r.19xo❑N/A❑ 2. I have a copy of, and have reviewed the most recent conditions of approval and any EISlMDNS requirements
and conditians of approval have been mcorporated in this plan submittal.
PROJECT DESIGN
vJANoON/A❑ 1. I have completed a minimum of one pre-design meeting with Spokane County Development Eugineering
Services Engineers where agreement was reached on drainage design approach.
YesIRr,o❑N/A❑ 2. I have included the results of any geotechnical testing that is required by the design approach to verify design
pazameters.
-We matched egisting
vtl0rroEIN/A❑ 3. I have included any required pavement design calculations on new Public roadways as required by the
"SPOKANE COiJNTY STANDARDS FOR ROAD AND SEWER CONSTRUCTION", latest ediuon.
ve,21No❑N!A❑ 4. The road and drainage plans comply with the°STANDARD ROAD PLAN" requiremenu for plan, profile, and
rypical cross section elements contained in"SPOKANE COUNTY STANDARDS FOR ROAD AND SEWER
CONSTRUCTION" latest edivon ezcept as allowed through approved design deviations.
YeEr,o❑N/AE] 5. The drainage report incorporates the minimum requirements for a storm drainage analysis as noted in the GSM
and other items wluch are appropriate to demonstrate that ihe design meets all requirements of the Spokane
Counry Guidelines for Stormwater Management except as allowed through approved design deviations.
WsOr,o❑N/A❑ 6. A complete drainage basin map with time of concentration paths shown has been included with the detailed
hydrology calculations. Drainage basin map shows topograph, proposed drainage features, and conelates wi[h
hydrology calculations. ,
vaOxXIN,,►IE 7. All applicable uaffic signing requirements are met and have been incorporated'in the plan submittal.
v6E]no❑N/A0 8. I have included copies of all approved DESIGN DEVIATIONS which aze required for this project.
r
YaOrvo❑N/A13 9. The plans and drainage report are stamped, signed, and dated, and contains, the applicable certification
statement.
Ya@No❑N/A❑ 10. I have included an adequate erosion control plan and applicable standard plan notes.
YaENo❑N/A❑ 11. I have secured approvals from all applicable outside, agencies such as fire districts where applicable and have
included proof of their approvals..
v6ONo❑N/A❑ 12. I have provided an acceptable means for perpetual maintenance of sueet and drainage facilities that is acceptable
to Spokane County and have secured and included copies of any required easements.
vesONoON/A❑ 13. I have reviewed the plans, calculations and other submittal data for completeness, accuracy and consistency and
have submitted two copies of plans and (1) bound drainage report.
14. Attacbment "A"
Uckplatv 1.0/May95 1
I t;~derscand that the requiremenu noted above are the mmimum requiremenu necessary to perform a cursory review of the project
plmis, and that addidonal information should be included with this submittal as necessary.
~
I understand that this submittal will be checked for completeness prior to review, and that it will be renuned for further informadon
if it is found to be incomplete.
I understand that this submittal will not be accepted t'or review (and placed on the review list) until all required information has
been submitted.
Form completed by the responsible Engineer: Todd R. Whipvle, P.E.
Company: Inland Pacific EnaineerinQ, Inc.
Address: 707 West 7th Avenue, Suite 200 Suokane, WA 99204
Zip code
Date: July 8. 1996
FOR SPOKANE COUNTY USE ONLY
SUBMITTAL: Accepted for review.
Retumed for submittal of the following:
GENERAL ITEM # :
PROJECT DESIGN # : RESUBMITTAL ITEM N: "
Form retumed to: Company:
Address: Date: By: Spokane County Public Works Development Services
Ilckplatv 1.0lMay95 2
' ' ~ • .
INLAND PACIFIC ENGINEERING, INC. July 9, 1996
W.O. 96083
Ofiice of the County Engineer
Engineering Development Services
1026 W. Broadway Ave.
Spokane, WA 99260-0170
Attn: Ed Parry, P.E.
Re: Riverwalk (PE-1414-81/95) -
Riverwalk 6th Addition
We would like to request that the design deviation for Riverwalk 2nd and 3rd be extended to
Riverwalk 6th. Thank You.
Sincerely, .
INI AND PACIFIC ENGINEERING COMPANY
, k, ~ ,
j"U'
e N ~`~f"'~''~'"~`•t
Todd R. Whipple, P.E.
TRW/jdg 4v~ f`
enclosures
707 West 7th . Surte 200 2020 Lakewood Drivc • Suite 205
Spokane, WA 99204 Coeur d'Alene, ID 83814
509-458-6840 • FAX- 509-458-6844 208-765-7784 • FAX• 208-769•7277
VoIL41vo nnu lo:Zo rne auv azi zzcr brUR"h VALLtY riXt ur,ri tej uui
_ a PM JOB #
.
INLAND PACIFfC ENGINEERING, INC. ~ qlvo
CC: List Initials
June 11, 1996 - - ~
. W.O. 96083 Mr_ Paul Chase
F'ue District No. 1
E. 10319 Sprasue Averrue
Spokane, WA 99206
RE: RIVERWALK 6TH ADDTTION
Enclosed please find a copy of the road plans for.the above referenced project. We request
approval from Fire District No. 1 for this project. Approval will be acknowledged by signing
below. Please mail aad/or fax this letter back to us.
The road plans for Riverwalk 6th Addirion meet the requircments of Fire District No. 1.
L/ FIRE DLSTWC7' Ap'PRQVAL DATE
If you have any questions or concerns, please caU Todd Whipple at 458-6840. Thanlc You.
Sincerely,
IlNLAND PAC1FlC ENGIlVEERING COMPANY •
]anelle Gonzales, E.I.T.
]DGrjdg .
Enc. 707 w~t 7,n . s„ite Zo0 1020 Lakewood Drive • su;te ios
Spokane, WA 99201 C,veur d'Alene, ID 63814
309456-6040 • FNC: 509-458-6844 208-765-77E4 • FN(: 208-769-7277
~
May 21, 1996 INLAND PACIFIC ENGINEERING, INC.
W.O. No. #96083
Spokane County Engineers
West 1026- Broadway
Spokane, Washington 99260 --ATTN: Mr. Ed Parry, P.E.
RE: Results of Soil Classification Testing
Riverwalk 6th Addition
Liberty Lake, Washington
Mr. Parry:
Please find enclosed the results of soils classification testing by our subcontractor,
Gifford Consultants, Inc. on a soil sample obtained from the above referenced
residential development. The soil sample was obtained from Grady Lane, Indiana Avenue Sta. 22 + 10, 55 ft
right of centerline, 1.5 feet below existing adjacent grades by members of our staff.
We certify herein that the sample tested was obtained from the location stated above,
and that based on the data enclosed, the USCS soil classification of GW/GM is
correct for the sample tested.
Please do not hesitate to call if you have any questions regarding this letter or other
aspects of the project.
Respectfully, ~0 wAS
INLAND PACIFIC EN INEE N
I I
`~31 59
~:sRI
'S~4NAL~
JerPet son, P.E.
Project Engineer ~ EXPIFIES 11127117 ~
J EP/ell
Enc.
a \960831s011tost wpf
707 West 7th • Surte 200 2020 Lakewood Drive • Suite 205
Spokane, WA 99204 Coeur d'nlene, ID 83814
509-458-6840 • FAX• 509-458-6844 208-765-7784 • FAX• 208-769-7277
. ~
INLAND PACIFIC ENGINEERING, INC.
July 9, 1996
W.O. 96083
Office of the County Engineer
Engineering Development Services
1026 W. Broadway Ave.
Spokane, WA 99260-0170
Attn: Ed Parry, P.E.
Re: Riverwatk (PE-1414-81/95)
Riverwalk 6th Addition
We would like to request that the design deviation for Riverwalk 2nd and 3rd be extended to
Riverwalk 6th. Thank You.
Sincerely, _
llvI AND PACIFIC ENGINEERING COMPANY
10, N A
~J •
Todd R. Whipple, P.E.
TRW/jdg
enclosures
707 West 7th • Suite 200 2020 Lakewood Drive • Suite 205
Spokane, WA 99204 Coeur d'Alene, ID 83814
Sf1Q_dCR_L.Rd/1 . GAY• C00_ACR.rRAA lna 7GC 7704 • CAY Inp ~co 1177
r •~+~~IV =D
JUL 2 41995 REQUEST FOR DE~IGN DE~A~'ION
- - ---~.~.~.C'- = - - - ---=--D7~TE Juae'28;`1995-._ - _ -
ROAD NAME See Attachment A.6 $ CRP/RIID # 'MrA '
NAME OF PI.4T ~ Riverwalk PM - - " ' Plat # ZE-'92-$1
FL--- ,
ADDRESS OP BLDG N/A •
NAME OF BLDG PROJECT N/A BLDG# B9 S 8 T 25 R 45
FEDERAUS"I'ATE PROJECT # A/A - -PROJECT LIIvIITS N!A
EXISTING CONDITTONS: PROPOSED IlvOROVEMENTS:
ROAD WIDTH N/A " See Attachment A, B. C. 6 D
ROAD SURFACE 'NlA " See Attacbment A, B. C. & D
AVG. DAII,Y TRAFFIC N/A N/A
Current Traffic Count Design Year Traffic Count
PROJECI' DESCRIP'ITON Rive~alk Phase 2 and 3 is a 90 lot PIID vith private interior streets
and•access to the project from Indiana Avenue. Improvements include public sever, vater, _
street, and drainage improvements.
PROPOSED DESIGN DEVIATlON Please see sA.ttac.hment "A"
7USTTFICATiON:
Please see Attachment "A° 8nd "B"
~U$M=D gy Inland Pacific Engineering Co. DATE June 28, 1995
-ADDRESS 707 Aest 7th Avenue, Suite 200, Spokane, AA _ ZIP-CODE 99204 •
-pHONE # (509) 458-6840 4*"""'*• ADMIlVISTRATIVE VARIANCE FEE OF $30.00 PAID TO SPOKANE COUNTY sasswa
1026 ~N BROADWAY, SPOKANE WA 99260-0170 RHONE (509)456-3600 FAX (509)324-3478
• -REQUEST WILL NOT BB REVIb'WF.D d,OUT FUNDS- ~
;ASH/CHECK # RECENED SY DATE .
-..A ~
Aev am - r -
' DFSIGN DEVIATION -
=AF'F RECONIIVIENDAZTONS RFa ,ytMvo fifffe0k, 14 rri q#c- Tzf,*-T"
~ . - . , . -
- - -
.lpproved Approved w/conditions Not ApProved
~ ) ~ ) ` ' ~'V , 7 ~
Project Manager ~ Date
Aaaa,o Pn.c 47E t,.rl TA-J ,a-Rou~6r ce.•~o~ Tra•f-
Approved Approved w/conditions Not Approved
c ) - ( ) ~d.~-,L c,A.f.
V c `
v
' Planning & Traffic Engineer Date
Approved Appr ed w/conditions Not Approved .
Project Management Engineer Daze
Approved Approved w/condidons Not Approved
Ope ations Engineer _ Date
SPOBANE COUNTY_ ENGINEER'S. -
-DETERMNATION:
4Z20 3f
~ .
- . -
Approved w/no conditions Appraved as recommended above Not Approved
, . i. ,s _ t!-.• . , ~ ~
, ~ - Spokane County En~eer • ~`i. . _ ~ _ Date
zzo . ~ \ 1'; 4.i
,
3.19 NOT USED
3.20 CURB RAMPS
The Sponsor shall construct ramps to provide passage of disabled persons. The ramp
. shall be constructed in curb and sidewalk at all comers of intersections. RampS shall be
constructed at other crosswalk locations. Ramps shall be constructed as shoi+vn on the
Standard Plan entitled Curb Ramp.-
3.21 NOT USED
3.22 PRIVATE ROADS
A private road is a Privately-owned vehicular access route serving more than three lots,
parcels or tracts which do not have frontage on a public road right of way. Private roads
within mandated non-attainment areas for suspended particulates shall be paved. Private .
roads in all other areas shall provide an all-weather driving surface. The traveled way is
the designated fir.e lane. Spokane County will not review the plans of private roads,
inspect the construction of private roads or maintam private roads.
Private roads will be peRnitted when provided for in appropriate ordinances or at the
discretion of the County Engineer when:
1. At least one of the following conditions exists:
A. Existing abutting development precludes the construction of a public road,
or
6. Development of a public road is undesirable because of topographic,
geological or soil conditions, or
C. The roads are within a private development with a corporate identity, such
as a P.U.D., or industrial park
D. Neighbofiood traffic circulation and lot access can be met more logically by
private roads than by public roads.
2. Title notice have been approved and recorded with the County that provide for
_ maintenance of the private roads and associated parking areas by owners in the
development, and A. A ten (10) foot easement shall be provided for on each side of the roadway
for roadway maintenance and utilities, and
B. Provision is made for the rcSads to be open for emergency and public service
vehicle use, and C. The title notice shall include language indicating that the county is not
responsible for maintenance of the private road, and
D. The private roads will not obstruct public road circulation.
Spokane County Standards Page 25
January 1995
Private road design Plans, drainage studies, draina e plans and appropriate calculations
shall be submitted by the sponsor to the County ~ngineer. All submittals shall bear a
certification by the spon3or s Design Engineer that they were prepared in conformance
~ with and meet the requirements of these Design Standards and the Guidelines for
Stormwater Management. Prior to private road construction, the Sponsor must acquire
acceptance for any private development drainage plan that impacts the public road
rights-of-way in accordance with Section 5.01. Submittal requirements -and procedures
~ shall be as prescribed by-the County Engineer.
Record drawings of private road and drainage improvement constn.iction shall be
~ submitted by the sponsor to the County Engineer. All record drawing submittals shall
bear a certification by the sponsor's Construction Engineer that construction was
rformed in conformance with these standards, the provisions of section 9.10, and the
uidelines for Stormwater Management.
~
3.23 NOT USED
~ 3.24 DRIVEWAY APPROACHES
~ 1. GENERAL
A. Private driveways provide primary vehicular access from a roadway to up
to three lots. Private driveways shall comply with Section 3.0-5.050 of Title
~ 3 of the Spokane County Code as amended.
B. Every driveway approach must provide access to an off road parking area
~ located on private property. The driveway shall be of sufficient length so a
- vehicle in the driveway does not project into the road right of way, sidewalk,
~ or pathway.
C. Public or private driveways m industnal, commercial, multiple family,
~ church, or any like use shall be constructed to allow vehicles to exit without
backing out onto an arterial road.
~ D. - Driveway approaches shall be constructed to avoid interterence with
existing drainage inlets, culverts, road lighting standards, utility poles, traffic
regulating devices, fire hydrants or other public facilities. The applicant
~ shall bear the cost of relocating any such public facility. The agency
holding authority for the particular structure shall decide how the facility will
be relocated.
~ E. The total width of all driveway approaches on a road for any ownership
shall not exceed 50% of the frontage of that ownership along the road and
~ shall not be more than two in number except as allowed under Section 3.24
1 G1. Refer to the Staridard Plan entitled "Cement Concrete Approaches"
~ for approach dimensions.
Spokane County Standards Page 26
~ January 1995
~
EXHIBIT "A"
Pmposed Design Deviation #1
This request is to allow the final plat known as Riverwalk P.U.D. to be reviewed and
approved under the recently adopted_"Application Procedure" as described in.the 1995 .
Snokane Countv Standards for Road and Sewer Construction.. The project will be
designed in conformance with the road sections contained in the EXTENSION OF
TIME and the preliminary plat (PE-1414-81/ PUDE-1-82/ ZE-92-81).
Justification
The recent adoption of the 1995 Snokane Countv Standards for Road and Sewer
Construction has left some preliminary plats in a crossover status from the old standards
to the new standards. Therefore, to maintain continuity in the project, we propose the
entire north half, including Indiana Avenue, to be reviewed under the same review
process.
Pmposed Design Deviation #2
This request is for the approval to construct the private streets and Indiana Avenue as
shown on Attachment B. (Please See Attachments)
Justification
_ Due to the development of the north half into two separate communities we would like
to get 2 private roadway sections approved. The first section includes the 6' walkway
delineated in the roadway area, while the second includes an integral sidewalk behind
the curb, with an altemate section for a planting strip. These are described below.
~ A) Interior private streets: For the empty nester community, the paved walkway will be delineated by a paint stripe to separate the driving lane from the paved pathway. Ttus
will give the empty nester community a different look than the other areas of the project.
B) Interior private streets: For the non-empty nester community (general family
community), a sidewalk will be placed on one side of the roadway adjacent to the curb,
with an alternate planting strip section available. ,
C) Indiana Avenue: The existing cross section is constructed with Type "B" curb and
gutter as shown on the North Idaho Engineering plans, with 40' face of curb to face of
curb. We want to keep continuity with this cross section for the entire project.
Inland . . . . . ,
Pacific . W -y~ Autho
- Tiza y~
Engineering ~1ko11
707 W. 7th Ave., Sdite 200, Spokane, WA 99204
• .(509)458-6840 • F,ax: (509)458-6844 ` . . - . • .
Please review this information carefully to verify the mutual understanding,and terms of this Vt'ork Authorizatifln. •
' . Attachments applicable to this Work Authorization'are checked. Attachmerits which do not apply ate crossed out. .
• Provisions of applicable atttichmenu'are hereby made a part of this Work Authorization. -Please return a'signed
. original Work Authorization to Inland Pacific Engineering to authorize the wozk to begin. ' , " .
MiClient Name: ke HIIme c/o Tom.tinson.North -Realty . • phone:, "467-7400 : . -
8205 N. Division, Spokane, Washington.99208
Billing Address:
Client's Representative: Btian Walker ' Phone: 467-7400 - . '
• Representative's Address: Same - -
Name of Land Owner: Phone: "
Address of Land Owner: Work Descriplion: Construction iasvection ver addendum' to Attachment "A"." "
Location of Work: Riverwalk 6th Addition - ' C:lient Will Provide: APPxoved plans and a11 applicable.constructian pezmits. '
DETAII,ED DESCRIPTION OF WORK: SEE ATTACHMENT "A" Z)
GENERAL CONDITIONS: , SEE •ATTACHMENT "B" •
SPECIAL PROVISIONS: SEE ATTACHhtENT "C" p- '
FEES AND BILLING PROCEUURES: SEE ATTACHMENT "D", $J
BASIC SCRV:CES FEE: N/A
. . SPECIAL SERVICBS Recommended Budget: $8.035 .00 . PROCESSMG FEES Recommended Budget: -
Invoices are due and payable on presencation. Invoices are past due 30 days'after the invoice date. Interest at the
, rate of I-1/4% per month,computed from the invoice date and compounded monthly will be charged on past due
accounu. 'The CLIENT agrees to pay all reasonable attorney's fees and/or collection costs incurred to collect past
due accounts. Tlie CLIENT confi;ms that he ha.t received copies of all applicable attachments as indicated above
and that alf information included in this Work Authorization is true ar:d correct '
CLIENT:
~ -
gy. Date:
i • gy. Date:
ENGMEER: IN D PA !~74 iNEERRJG COMPANY, INC.
gy:Date: V
Title Date W.A. Received from CLIENT:
Job Namc Rivexwalk 6th Addition Job No.: 96083-1
WORK AUTHORIZATION AMENDMENT TO ATTACHMENT "A°
DETAILED DESCRIPTION OF WORK
Riverwalk 6th Addition (18 Residential Lots)
- Construction Inspection
- - IPE W.O.-# 96083-1- Inland Pacific Engineering will perform Construction Inspection services-as outlined below and
charge for said services on the basis of time and expense.
A. ROAD CONSTRUCTION INSPECTION OF:
9. Earthwork and Subgrade Preparation.
2. Placement and compaction of all base material.
3. Placement and compaction of pavement. 4. Curb and sidewalk installation.
5. Drywells, inlets, and general facilities.
6. Temporary drainage facilities.
7. Erosion control.
8. Coordination with Spokane County.
9. Preparation and submittal of °Record Drawings".
B. Direct Expense
1. Mileage at $0.30 per mile.
Inspection
page 2
2. DESCRIPTION OF WORK
Inspection by IPE personnel or other agency personnel shall not relieve the contractor of his
- responsibility to construct the facilities_covered by this agreement to the_line and grade shown
on the approved plans or as staked by the engineer.
1. The scope of these construction engineering services includes:
A) Periodic observation and reporting of specific construction activities on this
project which include; Bases, Subgrade, Pavement, Concrete Curb and Gutter,
Sidewalks, and Storm Drainage;
B) Maintenance of all construction records related to construction activities outlined
in paragraph °A° above, which may include; daily inspection reports,
manufacturers' certifications, material test reports, and correspondence;
C) Assurance that the construction of the roads is according to the approved plans
accepted by the Spokane County Engineer, Spakane County General
Provisions, the Standard Specifications, and applicable portions of the WSDOT
Construction Manual;
D) Development of Post Construction Record Drawings for Street and Storm
Drainage Facilities; it is understood the facilities inspected by firms other than
IPE will be certified by those firms in a form acceptable to Spokane County;
E) Coordination of the testing of construction materials for compliance to the
plans accepted by the Spokane County Engineer, Spokane County
General Provisions, the Standard Specifications, and applicable portions
of the WSDOT Construction Manual. Actual materials testing to be
performed by others and billed separately from Inland Pacific Engineering
billing.
2. Prior to acceptance of the roads and drainage facilities by Spokane County, the
Engineer shall submit all construction recards and the Record Drawing to the Spokane
County Engineer. -
Inspection
page 3
The services described herein will be performed as needed and billed on the basis of time and
expense as outlined in the maximum hourly billing rates by job classification included in the
Work Authorization. You should budget $8,035.00 for the scope of services outlined above
on a one time basis. Brian Walker agrees to provide to IPE or arrange for appropriate
certifications from other firms and to include provisions in their construction contracts to back
charge their contractor for the cost of IPE services which may be required for re-inspection or
re-testing of facilities which failed to meet the required standards. Billings for said re-
inspections will be carefully identified on IPE's billing to Brian Walker. Brian Walker will be
responsible to back charge their contractor.
It is also understood that no work shall commence within any portion of the proposed Spokane
County Right of Way without first obtaining a written permit and approved plans from the
County Engineer. It is also understood that any project facilities constructed without adequate
inspection and documentation by IPE will be removed and reconstructed in accordance with
approved project plans and Spokane County Specifications, or IPE will not be responsible for
project certification or submission of record drawings to the County Engineer.
WORK AUTHORIZATION
ATTACHMENT "D"
BASIC SERVICES AND SPECIAL SERVICES 6(LLING PROCEDURE
I. GENERAL
Engineering BASIC SERVICES shall be those services which are well defined at
Ihe time of execution of this WORK AUTHORIZATION and for which Iniand
Pacific Engineering Company, hereinafter referred to as the ENGINEER, can
establish a firm BASIC FEE to perform BASIC SERVICES. Unless otherwise
noted, the BASIC FEE shall represent fu{I compensation for performance of the
BASIC SERVICES on a one time only basis. The ENGINEER may perform other
services in addition to BASIC SERVICES where the scope of work required is not
well defined at the time of execution of this WORK AUTHORIZATION. These
additional services shall be referred to as SPECIAL SERVICES and shall be
performed as needed and requested by the CLIENT or his agent on a time and
expense basis. SPECIAL SERV{CES FEES based on time and expense shall mean that the fee charged is computed based on the total number of hours
required by each employee to accomplish the required work plus the cost of non-
wage expenses directly attributed to the project in question, plus 15% surcharge
on the invoice cost materials. Fees charged for SPECIAL SERVICES shall be in
addition to the BASIC FEE.
II. FEES FOR BASIC SERVICES
The ENGINEER will present the CLIENT with an itemized invoice each month for
BASIC SERVICES performed the previous month. The amount of the BASIC FEE
charged each month shall be based on amount of time and expense expended
'each month but the aggregate of all BASiC FEES charged on monthly invoices
- shall not exceed the TOTAL BASIC FEE.
III. COMPUTATlON OF FEES FOR SPECIAL SERVICES
SPECIAL SERVICES shalf be billed on the basis of time and expense as follows:
A. To compute the time portion of the fee, the total number of hours required
by each employee to accomplish the required work shall be multiplied by
each employee's job classification hourly billing rate. The hourly billing
rate shall inc{ude the cost of wages, payroll taxes, personal property taxes,
employee benefits, office rent, local telephone charges, routine postage expenses, blueline check prints and documents size copies used internally
to produce the work, depreciation of equipment, miscellaneous office and
Page 1 of 3
Y
drafting supplies, vehicular expenses incurred within metropolitan Spokane
area, administrative overhead, and profit.
The maximum hourly billing rates by job classification are as follows:
Job Classification Hourlv Billinq Rate
Principal Engineer $95.00
Project Engineer 90.00
Design Engineer 70.00
Junior Engineer/Inspector 60.00
Licensed Land Surveyor 90.00
Survey Coordinator/Designer 64.00
Draftsman 50.00
2 Man Survey Crew with Equipment 91.00
Clerical 32.00
B. The EXPENSE portion of the fee- will be for out of pocket EXPENSES
directly chargeable to the project. Examples of EXPENSES which will be
charged in addition to charges for time are as follows:
1. Use of equipment rented especially for project in question will be
charged at invoice cost plus 15%.
2. Travel related to project outside the metropolitan Spokane area .
charged at $0.50 per mile.
3. Per diem EXPENSES for travel, lodging or meals for 1nland Pacific
Engineering employees when presence of employee is required
outside the metropolitan Spokane area will be charged at cost plus
15%.
4. Prints or document size copies produced for the use of CLfENT or
his agents will be charged at the following rates:
a) Blueline Prints (24 x 36) $ 4.00/sheet
b) Sepia 2nd Originals (24 x 36) $10.00/sheet
c) Document Size copy (8.5 x 11 or
8.5 x 14) " $ .25/sheet
5. Materials directly attributed to the project such as maps, survey
stakes, survey monuments, monument cases, etc., wiil be charged
at cost plus 15%.
Page 2 of 3
. . '
6. Fees or EXPENSES paid by Inland Pacific Engineering on behalf of
the CLIENT will be charged at cost plus 15°to.
IV. MONTHLY BILLING PROCEDURE AND FORMAT
The ENGINEER will present the CLIENT with an invoice each month with BASIC
FEES itemized separately from SPECIAL SERVICES FEES and EXPENSES._
Charges will be itemized by category of work performed by all employees
collectively, but will NOT be itemized showing each employee's billing rate and
number of hours worked on the project. Information detailing employee billing
rates and the exact number of hours worked on the CLIENT'S project will be
made available to the CLIENT if requested. Charges for EXPENSES will be
itemized on each invoice.
Monthly invoices are due and payable upon presentation and are past due 30
days following the invoice date. Interest at the rate of 1'/4% per month will be
charged on all past due accounts with interest being calculated from the invoice
date. Interest will be compounded monthly. The CLIENT agrees to pay all
reasonable attorney's fees andlor coHection costs incurred to collect due amounts.
Within 15 days after the invoice date of any invoice sent by the ENGINEER to the
CLIENT pursuant to this project, the CLIENT shall give written notice for any
claimed deficiencies, defects, or lack of performance with respect to services
covered by said invoice; otherwise, said services shall be due according to its
terms as an account stated. The purpose of this provision is to provide a means
of prompt notice so that the ENGINEER will not be prejudiced and can act
expeditiously to resofve any claimed defects, deficiencies, or lack of performance.
Page 3 of 3
" /96 09:29 Q 1 467 9771 TOffiLINSON NOR7 f~005
' j ,
. r
TOMY.WSON NORTH RF.ALTY / a Vf/ashiugtnn Corporatian
Bn .
. STATE OF WASGTON
COUNTX OF d%a,-e
i
I certify tbat I kaow or have satisfactory evidenx that ~
is the person who appcared befone me. and rhai said person ackaowlcdged that he sigaed this
instrument. on oatb statcd he was authorizedto gxecute ttis instru+~+t„ and
.
aclnowledged it as the , of
a Washin,gtvn corporation, t,o be the fra and voluatm act ef said ooeQaeadoa, fvr the uses
and pu.cposes therciu mentioned in the instrun=f-
Dated this ~ day of
~
N PUBL[C ia aad ir,rhc Sm of Was~gtnn,
Residi,n,g at e(~~.6~-" . ,.,r-r.. . .
My apgointment xpues f~~?~'/5'~ .
9&M Vr,IMWALX M
£0'd .l(3 JI~IJk'!d QNt~~NI TC:9i o~~T-ac~-~r+r
INLAND PACIFIC ENGINEERING CO., INC.
a Washington corporation
By:
Richard L. Mason . .
President
STATE OF WASHINGTON
COUNTY OF SPOKANE
I certify that I know or have satisfactory evidence that Richard L. Mason is the
person who appeared before me, and that said person acknowledged that he signed this
instrument, on oath stated that he was authorized to execute this instrument, and
acknowledged it as the President of INLAND PACIFIC ENGINEERING CO., INC., a
Washington corporation, to be the free and voluntary act of said corporation, for the uses
and pucposes therein mentioned in the instrument.
Dated this qt'~-day of 199 ln .
v
,
srereo OFFICIAL SEAL ~
(IVOT PU LIC in and for the State of Washington,
JUDiTH LEO , i
~ Notary Public - Washington ► Residing at
J, yj~ MyCommission Expires ' My appointment xpires
y~ ~es9 CtObef 27,1997 ,
O
4 -......................v....v........~
96083 RIVERWALK 6TH
• SPOKAWE VAl.LEY FiRE DEPARTMENT
~ Spokane County Fire Protectlon District No. 1
10314 EAST SPRAGt1E AvE. • SPOKANE, wa 9920&3676 •(509) 928-1700 • FAX (509) 927-2227 ~
R. Pet Humphrles
cnar
May 30, 1996
Departmeht of Building & Planning
Louis Webster
1026 W. Broadway
` Spokane, WA 99260
RE: rvervalk -1414-81
6 and 7th Addition
Dear Mr. Webster,
Ok to release. Water and access plans have been reviewed.
Sincere2y,
6~~ 34--4'-
Paul Chase
Fire Marshal
PC/md
cc: 8ruce Howard
Inland Pacif ic Engineering
~ ~
~
7
~
INLAND PACIFIC ENGINEERING COMPANY
707 W. 7th Avenue, Suite 200 Spokane, WA 99204 (509)458-6840 Fax: (509)458-6844
To:
DATE: s G~• I~, ( g~O
I.P.E. PROJECT
ATTENTION: Lw4-~RAo PROJECT NAME: l
Description
0 Xerox Prints ~ Copy of Letter ~
~ Original Drawing ~ Contract Documents 0
0 Work Authorization 0 Report
0
No. Copies Description j RECF
a ~
S_ .R
PurpOSe
0 Information 0 Review & Comments 0 Per Your Request
0 Written Approval ~ Signature & Return ~
Remarks
~ IJc,& ve.: ~.~♦e., ~ s ae- op QorvcJc~ fl-ed ,1-ei,
~ u c~.r c.°w~ w+$v~7~"s • AL~cs N c_v ~ s.~.C~ t^'(G,7" C~cJ^~"•
t,.Q Pl et..f C~ev4 is bu n Md. s w~.~~.
~
n
l.t.NS . J~ Q. v~ Lt90 P I I n p
~ ►~1.~
L/
alf~.. ~ -f-~► ~ s .e ~o.,a`.~.~1.
w o k.~~ ~r~e~~ (yb-"C~ 9~u-)
, (I
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Signed: ~ ~ ! y"y'`'`•
cc:
D\7RNSMTPMS
iK
\ • 1
TRANSNATION TITLE INSUR.ANCE COMPANY
NORTH 720 ARGONNE
SPOKANE, WASHINGTON 99212
Prepared for:
MIRE HUME Order No.: CD201721
C/O TOMLINSON NORTH REALTY
N. 8205 DIVISION
cc: Inland Pacific/B.J.
S£COND REPORT
P L A T C L R T I F I C A T E
Certificate for filing Plat of:
RIVERWALK SIXTH - JOB N0. 96083
In the matter of the subdivision to be submitted to Spokane County for
approval, this company has examined the records of Spokane County Auditor's
and Clerk's offices, and the records of the Clerk of the United States
District Court holding terms in said county. This certificate is made for
the purpose herein specified, and is not to be used as a basis for closing
any transaction. Liability is limited to the amount, if any, paid for this
certificate. From such examination, the company hereby certifies the title
to the following described land, in said Spokane County, to-wit:
See "LEGAL DESCRIPTION:"
Page 1 of 4
, .
Order No.CD201721
LEGAL DESCRIPTION
That portion of the South half of the Southwest quarter and Government Lots
5 and 6 of Section 8, Township 25 North, Range 45 East, W.M., more
particularly described as follows:
BEGINNI-Nr_ ~ ~ ~~~--ff►es~ L ~ ~1^1 ^Pllqf- ^f FIRST
ADD4T'-16N a s p-er-piat--t-he-ic uL-re~cor&e-d i n v ol-in+e 23-of--Pi at-s ,Page s 37
through 40; thenc_P '-au.th-2-9-°5-9-'58'! Eaa-ezrg-=i ~-r-1i-~ot~-ada~y-e€ said
RIVERWALK FIRST ADDITION{ a distal~~C-e-ot'r5"~8 fea"- thPn~e~~th 60°00' 02"
East, or . feet; thence South 2905915811 East, a distance of
2 7. a&'2i. T~e~ ; ft3e. e -,Tort-h-6~48 '-5-8'! -Eas_t-. a di s t ance of
61.93 feet; thence North 75040158" East, a distance of 63.00 feet C`R!~c.
63.-34-=CCL;; ;.:~ehce tiorcn 89048'00" East, a aistance ot 331.53 teet to the
True Point of Beginning of this parcel description; thence North 00012100"
West, a distance of 119.41 feet (Rec. 119.34 feet); thence North 02041103"
East, a distance of 60.08 feet; thence North 00012100" West, a distance of
119.94 feet (Rec. 120.00 feet); thence North 890481001' East, a distance of
144.50 feet; thence North 89048'04" East, a distance of 443.62 feet; thence
South 01031146" East, a distance of 89.27 feet to the beginning of a curve
concave to the Northwest having a radius of 30.00 feet; thence Southwesterly
along said curve through a central angle of 91019150" an arc distance of
47.82 feet; thence North 89048'04" East, a distance of 185.75 feet to the
East line of said Southwest quarter; thence South 01031'46" East, along said
East line, a distance of 179.44 feet to the South line of Government Lot 6;
thence South 89048104" West, along said South line a distance of 648.38
feet; thence South 8904713I" West, a distance of 104.75
feet to the True Point of Beginning;
Situate in the County of Spokane, State ot Washington.
VESTED IN:
~A~- DEVELOPMENT,~ L.L.C., a Limited Liability Corporation.
C -
EXCEPTIONS:
1. Taxes and assessments, if any, no search having been made thereof, as
to Parcel No. 55083.9059.
Parcel numbers are provided from the latest Assessor's Maps available
to the company. Said parcel numbers are not a matter of the public
record therefor, the company makes no assurance as to validity or
accuracy relating thereto.
2. Liability to future assessments by Consolidated Irrigation District No.
19.
3. Liability to future charges by Spokane County for Storm Water service.
4. Declaration of Covenant and Easement imposed by instrument recorded on
May 15, 1995, under Recording No. 9505150112.
Page 2 of 4
Q Order No.CD201721
5. VOLUNTARY MITIGATION AGREEMENT AND THE TERMS AND CONDITIONS THEREOF:
RECORDED: July 24, 1995
RECORDING NO.: 9507240089
FOR MITIGATING SCHOOL IMPACT, INCLUDING, BUT NOT LIMITED TO LIABILITY
FOR SAID MITIGATION IN THE AMOUNT OF $750.00 FOR EACH NEW SINGLE FAMILY
RESIDENTIAL UNIT.
6. SEWER ACCESS AND CAPACITY AGREEMENT AND THE TERMS AND CONDITIONS
THEREOF:
RECORDED: June 6, 1996-
RECORDING NO.: 4001520
7. EASEMENT AND THE TERMS AND CONDITIONS THEREOF:
GRANTEE: Emmett W. Colyar and Hazel M. Colyar,
husband and wife and William Dean Colyar
and Arlene E. Colyar, husband and wife
PURPOSE: Construction, installation, repair and
maintenance of a sanitary sewer line
AREA AFFECTED: Proposed Rogue River Lane
RECORDED: June 6, 1996 . ,
RECORDING NO.: 4001520 .
8. DEED OF TRIIST AND THE TERMS AND CONDITIONS THEREOF:
GRANTOR: WTH Development, L.L.C., a Washington
Limited Liability Company
TRUSTEE: Transnation Title Com any
BENEFICIARY: ited Securitu Bank
ORIGINAL AMOUNT: ~205,923.90
DATED: June 5, 1996
RECORDED: June 13, 1996
RECORDING NO.: 4004350
Investigation should be made to determine the present balance owed by
contacting the appropriate lender/agency/individual.
9. UNRECORDED REAL ESTATF CONTRACT AND THE TERMS AND CONDITIONS THEREOF:
SELLER: Welco Co., Inc.
PURCHASER: Parkland Homes, Inc.
AS DISCLOSED BY: Memorandum of Purchase and Sale Agreement
RECORDED: June 19, 1996
RECORDING NO.: 4006215
AFFECTS: Said premises and other property
1
Page 3 of 4
Order No.CD201721
10. Covenants, conditions and restrictions imposed by instrument recorded on
July 24, 1996, under Recording No. 4018241, including but not limited to
rights or benefits which may be disclosed affecting land outside the
boundary described in Schedule A.
11. Potential liability for assessments levied by Spokane County Utility
Department for the Aquifer Protection Area. To verify, call 458-2538.
In order to make payment, account number is necessary.
END OF EXCEPTIONS
Dated: August 27, 1996 at 5:00 A.M.
TRANSNATION TITLE INSURANCE COMPANY
BY ~,&„~A C,
For service on this order call:~
(509) 922-2222 (FAX) 926-1519
Connie Dodge, Title Officer
sc
Page 4 of 4
I .
x!3 70
.~..ii;~~~:,u jU ~
I
WHEN RECORDED RETURN TO' THIS SPACE PROVIDED FOR
RECORDER'S USE That portion of the South Halt of the southvest Quarter and
CamdleTaytorRalston Government Lots 5 and 6, of Section S. T.25 N., R.45 E., w.M.,
Monlgomery,Purdue, County o! Spokane, State of Washinqton, more pazticuiarly
Blankinship8,Austin 4018238 deacribRd ae tollowe: ,
5800 Columbia Center v,9~' ~of I8eginning at the most northerly corner of Tzact "H" o!
701 Fifth Avenue hi... pcp 01~~~~~~ a~~ SIt.N RSVERNALK FIRST 11DDITION nccording to tha plat recorded
Seatqe. WA 98104 ~ SpotNe Co, p1
a • under Baok 23 of Plate, Paqes 37 though 40; thence
-b?• Q-1 5.29159158"E. elonq the Eaeterly boundary of Baid RIV£RNALK
~ OUITCLAIMOEED FIRST ADOITION a diatance of 159.08; thence N.60100102^E. a
~ distance of 269.96 leet; thence S.29159158"E. a distance of
The Granlor, WEl CO GROUP, INC., a Washington corporaUon, canveys 27 . 01 leet (Rec. 27.00 teet) ; thence N. 6s •00' S8"E, a
/C/--f;7,7/(1-and quit claims to STANTON OEVELOPMENT COMPANY, a Washinglon general distance of 61.93 leet; thenca H.75140158"E, a distance
paMership, lhe toilowing described real estate, situated in the County of Spokane, 63.00 leet (Rec. 63.30 Leet); thence x.e904e100"E, a
Slate of Washington, logether with all after ecquired 6Ue of the grantor therein: i distance o[ 331. b] feet to the TRUE POIHT OF BEGINNINC of '
~ this parcal description; Lhence N.00012100"H. a dietance o[
, SeeExhibilAatleChedhereto. 119.41 feet (Rec. 119.34 feet)l thence H.02162103"E. a
d1e'tance o! 60.0e feet= thnnce H.00012100"N, a distanca o!
Daled-~0 119.94 Leet (Rec. 120.00 feet)= thence N.99•680000E. a
diatance o! 144.50 feet; thence N.89948104"E. a distance of
WEL CO GROUP, INC., a Washington 443.62 leet; thence S.01031146"E. a dietance of 89.27 leet
cotparaUon to the beqlnninq of a curve conceve to the northvest havinq
a rndiue o! 30.00 Leet; thence eouthwesterly alonq said
l~~1 curve thrcugh a central ang2e of 91019150" an arc distance
gy o! 47.82 leet; thence N.89048104"E. a dietance o! 185.75 ,
feet to the eeet line of eaid Southvest Quarter; thence
DeraldMartin,President ~ • 5.01091146"E. nlonq eaiQ eaet line a distanoe o! 179.44 feat
STATE OF WASHINGTON : to Uie south lina of Covernment Lot 6= thence 5.89148104"W.
~ alonq said sovth line a dietance of 64e.38 feet; thence
COUNTY OF KING ,SS : S.89•471]1"N, n dietance of 104.75 feet to the True Point of
) Beqinning;
1 certiy thaf I know or have selisfaclory evidence lhat Oeratd MaAin is the ' Containing 4.71 l~cree, more or lees
person who eppeared before me, end sald parson acknowledged that he signed lhis
instrument, on oath stated lhal he was aulhorized to execute the insWment and
acknowledged it as Ihe President of Wel Co Group, Inc., to be lhe free and votuntary
~ '
act o/ such party lor the uses and purposes stated lhere3n.
Dated.
9600010059 / / ~ • ,
~c Tax Paid on Name
~ : a G ' I. 408238
. Pd NOTA P BIIC, State of shington :1
Sa1e e Co„~ U Trto My appoinUnent expires % 7 g~... ~ 01111l1996~q:5gp
~ ~ Sl .tp Spdtne W, Q
-
.
QU1T CIAIM DEED PAGE 1
a e3nst-welco . January 15, 1958
~ 0 .
PAACEL 41
dietancs of 421.96 teet to the beqinninq of e curve coneave to
A portion of the Neat Half of the 5outhwest puazter and Government the nortAveet hevinq a radius of 672.00 feetl thenc•
Lote S, of Section B. T.25 N. R.45 L., N.?1., County o! Spokane, State eouthvesterly alonq enid curve th[ouqh a central anqle of
of Waehinqton, mor• par cu er y deecribed ne follovss 2010155" an aza dletance o! 2]5.7] to the True Point of
Beginningt
Beqinning at the Southveat Corner of eeid Section 8; thence Conteininq 10.71 acres, more or laes
N.00•]5'0]"N. alonq the veat line of eaid Section a diatance of
,
958.93 feet; thenCe N.89•24167"E. a dietnnee o! 30.00 Leet to the
Southveet corner of Pareel "B" ae described in Statutory Siarrenty
Deed xecbrded unde= Auditox's Document No. 9405120394; thence
N.99•27'06"E. alonq the eouth line of eaid Parcel "B" a dlstance
of 769.88 Leet (Record 370.00 Leet) to tha Southeeet Corner of
said Pareel "B"; thence N.00•34105"W. elonq the east llne of said ,
Parcel "B" a diatance of 16.81 Leet to the TRUE POINT OF .
BECINNZNC; thence continuinq H.00•74105"N, along eaid eaat line a i
dietance of 677.76 Leat to the Northeaet corner o[ eaid Fercel
"H"; thence 5.891]]1241W. alonq th* north line of said Percel "8"
a dietence of 170.17 teet to the eeat lin• of Parcel "C" of eaid
Statutory Warranty Deed; thence N.0017512I"sJ. alonq aeid eaet •
11ne a dietance o[ 199.97 [eet (Aecord 200.00 teet); thence g
5.69'25119"N. alonq the north line of eaid Percel "C" a dietance ,
of 199.91 (Record 200.00 feet) to the eeet right of vay line of
Berker Aoed= thenee H.00035103"W. alonq eaid right of vay a '
dietence of 193.65 [eet to the eouthezly lins of Pereel "D" of
i ~
eaid Statutory Narrahty Deed= thence S.65135109"E. alonq eaid
eoutherly line o! Parcal 'D• a dietanCe of 300.00 feet; thence
H.34124157"E. along the eaeteily line of aaid Yarcel "D" a
distnnce of 190.00 feet; thence N.66•24157"E. alonq eaid eaeterly •
13ne a dietance of 35.47 Leet; thence 3.28031153"E. n dietance o[ • '
125.46 Leet; thence 3.050361000N, a dietance of 21.70 Leet to a
point hereinn[ter reterred to as POINT "1►"; thence continuing
S.05•36100"W. a dietnnce of 23.31 feet; thence 5.78144121"E. e •
diatanee of 126.17 [eet; thenee S.56•151I1"W. a distnnce of 23.36 .
teet; thence 3.89•32111"R. a distanee of 112.86 Leet to the
beqinning of n non-tanqent curve concave to the eeet hnvinq a , •
radiue of 142.50 feet (Lrom vhich a radial lina beare
N.89032131"E.); thence southerly alonq eaid curve throuqh a .
central enqle 32•25147" en arc diatance o! 80.66 feet to the
beqinning of e reveree curve eonceve to tha veet Ravinq e radius y ~ 4018298
of 742.50 feet; thence eoutherly alonq eaid eurve throuqh a Pige: 4 a14
central anqle of 12133105" an arc dlstence of 75.03 Leet; thenCe 07r14119% 01:58r
N.89125155"E. a dietance of 95.20 feet; thence H.60136101"E. n xi,,, ~ 11,00 ~lim C4 p
diatance of 45.11 Leet; thence N.65109140"E. a dietance of 130.00
feet; thence 5.24150120"E. a dietance o! 110.00 feet; thence
5.28•14119"E. a dietance of 17.53 [eet to n point hereinafter
refarred to as POItiT "B"; thence continuinq 5.28•14149"E. a ~
dietance of 17.57 feet; thence 5.241501200E. n diatance o! 110.00 .
feet; thence 5.65109140"R. a dietance of 120.00 Leet; thence
S.49•55147"E. a dielance of 71.10 teet; thence 5.29059158"E. a .
. diatance o! 110.00 feet; thence 5.74•47f43"E. a dietance of 24.63
feet to a polnt hereinafter referred to ne PoiNT "C"; thence f
continuinq 5.71•491430E. a dietanco of 24.63 feet; thence
5.29•59158"e. a dietanca of 118.00 feat; thence 5.60•00102"N. a
• 7 Immt1n1 MttIIpltlptlmlltlllnlllll~lllll 4018238 ,
. 13 ML ~ . .
4001520 ' 4001520
P+ge: 1 ef 12 hge ! et 12
0610611995 W:56P ' 0610611996 03:56F
IPEC AGR ,I8.03 Sooltne to. R IVEC GI lII.00 Sooline fe. a
SCtVLR ACCGSS AND CAPACTTY ACit~CMGNT ' be a minimum of 12 feet below natursl grade et the 'Colyar Conneetion Point'. It Is funher
undecstood Lhat if Stanton has not exlended 11ie required sewer eoliection main to the •Colyar
TIIIS ACRGI:MT:iVT is entered into ~his Sth Jay of June, 1996, by and between Gmmett W. Connection Point' by the tlme that Colyan vrnnt to make eonnection to the Rivenvalk xwer
Colyar and Hazel M. Colyir, liusband and wife, and William D. Colyar arnl Arlene E. Colynr, system, then Colyars may conttruct the required co~uxction line to the Rlvenvalk uwer system
husband anJ wifc, (IiereinaRer referred to as 'Colyars"), and Stanton Qevelopment Company, artd receive cndit against funds due Starrton from Colyan es described below, for the cost of
aW asliington general p~rtnership (hercinafter 'St~nton'), said connection computed at the rate of $25 per lineal foot multiplied times the length of the
Colynr's constructed connection over Riverwalk propeny. Colyan shal) lx rcspomible for the
cost of all facililia construeted on the Colyar Property, ihe cost of constrvction o[ the sewer line
1. RIiCI'fALS from the Colyar Propecty to ihe 'Colyar Commction Point', end tlu cost of corutection of sucli
sewer line ro the 'Colynr Conrtection Point'. Connection by Colyers to the 'Colyar Connection
\VI fL•RCAS, ihr Cnlynrs oan real propxrty slluateJ in Spokane Counry, Washington and Ingally Point' shall be subJect lo ell requircmenu of the local sewer district and otlier relevant
dcscribeJ on dic :ut;iclieJ fxhihrt A('Colyar Propeny'); nnJ governmemal agencies Including but not limited to payment of normal a~xl customary hookup
charges. In the event that constnution of improvementa is eminent over the Colyar access
W(iGRGAS, ihe ColYar Pro ert is ad ncent to nnd ad'oins rcal easement and the sewer is not construeted to the Colyer Property access point, then Colyer may
P Y j ) property presently being constcuct the rcquired sewer ond receive eredit agairut the emount due Stanton Crom Colyar at
drveloped by Stanton under Uic name of 71u Rivenvalk, (fomurly known as Rivervvay Vill~);
and the rate of $25 per foot for the length of sewet rnntwcted to get to the Colyar connection point.
it is understood that Stanton (s prcsently wortcing with Spokane County to establish the eapacity
Wf IC•RL'nS, Si:mion is installing a sewer main and sewrr system to service said dcvclopment; of the sewecage system. Fsteblishment of the sewerage system capacity will determine the
;,nd • amount of excess capacity which Stanton mar gcant io Colyar. Stanton agrees to grem to Colyar
all exceu capacity available up to the amount needed by Colyar to urve the Jevelopmcnt Colyar
1VIIfRCAS, said sewer sysiem includcs collection mains, sewage pump stntion nnd prcssure may get opproved for the Colyar Property deacn'bed in Cxhibit A. •
main having capacity in excess of the capacity requircd lo serve the entirc Rivenvalk development; anJ
III. CONSIDERATION FOR THS GI2ANT Or THE
WFICRCAS, Smnton desires and intenJs Io grant to Colyars an easemrnt for the benefit of the SCti'YE, R EASCMENC BY STAIVTON
Colyar Property in order ihat the Colyar I'roperty may accrss ihe sewer facilities anJ capacity
o( Ilie Riverwalk development sewer system; and As consideration for Ihe Sewer Easement anJ exeess sewerage capacity Colyars shall:
WIIL'IZLAS, llle CUIY:IIY lIl'SIR :If1lI IIIICfItI (U UCCCp1 II1C brillll UfII1C SCWef C'.'13GIi1Cftt .7I1(I CXCC39 , 1. Make application no later than March 30, 1997, to the appropriate govemmental
sew7gc capacily :ind io pay considcntiun io Stanum for the snme, agencies for prslimimry plat or other IanJ uu approval for the Colyar Property (collec(ively
rcferrcd to ns 'Colyar L-inJ Usc Approvnl');
NU\V, 'fl IIeRI:I'Ultl:, in cunsiJcratiuo uf Uic prumires anJ cuvcnams uiaJe hernin, for ihnir
mwual usc and txnr 2. Promptly notify Stanton of rrceipt of Colyar Land Use Approval and Colyars'
fi~, the portie~ agree as folluws:
acceptance (or rejection) of Colyar Lind Uu Approval;
II. ACRBCMCNT TO CRANT 3. If Colyar accepts the Colyar Land Use Approval, then upon the earlier of eightcrn
months of the date of approval that is obtained after all,appwls have expired, or concurrent with
Stanton shall gnnt to Colyar and Spokane County for the benefit of Ihe Cotyar Propetty, the ' the date that Colynr connects to the Rivenvalk development sewerage system. Colyar shall pay
$ewer rasement in ihe fomi of Exhibit D for the constrvction of sewer facilities to permit, and ' Slanton for the ezcess sewerage capacily available fo~ the Colyar Property u approved by
provide to, tlu Colyars for the benefit of the Colyar Property on tlie conditions ut fonh in this Spokane County and calculated based on the (ollowing Cormula:
Agrcemrnt, access to ttie sewer system being constrveted by 3tanton. It is understood that
Stanton will extend o sewagc cotlection main having a minimum diameter of 8` to Uie 'Colyar ~
Connection Point", which will be wiihin the area of the Sewer E.isement as approximately
.JcpicteJ on Gxliihit C au-icheJ liereto, at Slaimon's expcnse and that saiJ collcction moin will
'I SCWPIt ACCI ~S ANU CAI'ACI'I Y AGNELMIiNT R E• Iga T~ ~omp
~ t19 SGWCR ACCESS AND CAPACITY ACREEMENT page 2
rago ~
~
• ~i .
• i • , ' .
~
~
4001520
~ I P 9t01' }0: ( III ~ P~ye: 1 et tt
0610611496 ~:56P i 0610611996 03:99
Ff6 AfJI $18.00 SDOIuu Ce. A AM 1A.6i Smluq te. a
Ezcuz Sewage Capacity Colyars agree to make peyment to Stanton as outlined above Cor ezcess capaciry as approved by
in Equivalent Residential Units I Spoknne County. In any case, if Colyar has not made paymcnt to Stanton wittiin three years of
' Available to Colyar Property ~ the date of th(s Agreement, Stanton shnll no longer be obligated to reserve excess capaciry for
Comperuation per Spokane Counry Colyar's use.
Due Stanton = x $50,000
from Colyar . VI. DErAULT AND ATTOIWEY'S FEGS
Number of L-quivalent Residential
Units (ERin Approved in ~ If any pnrty to this Agrcement brings any suit to enCorce or deelarc the mcaning of any provision
Colyar land Uu Approval • of lhis Agrcement, the pcevailing party, in adJilion to any otlrcr rclieC, shall be cntitleJ to
• reeover rcasonabte attorney's fees and costs, including on appeal. (n the event o( any breach
of this Agreement by Stanton. Colyars' remedy (exclusive of attomey's fees arul costs) shall be
It is unJcrstuocl iIiat rcgardless of how much excess setiverage capacity is detertnineci to be limited to reimbursement to Colyars of the Cifty 7'housand Dollan (E50,000) paid as
available, or how many units Colyar is able to gel approvcd in the Colyar I.and Use Approval, consideration for the Sewer Easement wiLhout interest (or so mvch thereof as was actually paid
the amount that is due Stanton Crom Colyar shatl not ezceed $50,000. to Slanton) or, in the alternatlve, specific pecfortnance to the extent the cost of such speciGc
perfortnance das not ezceed the Flfry'Riousand Dollars (S50,000) paid as consideration for the
IV. GItANTOR'S REPRrSE-IVTATIONS AND WAIiRAIV'TIFS Sewer Pasement without inlercst (or so much thercof as was actually paid to Stanton).
Stanton repcesems and warrants to Colyan that it has the legal authority, and all naessary ~ Vii. IIINDIIVG NATURE,
pxrmits and approvals from rclevant local government authorities for devefopment of those
ponioru of the Riverwalk sewer system rcquircd to serve the Colyar Property and that the basin This Agrcement shall inurc to the benef t of and be binding upon the hein, personal
urvcd by Uu Rivenvalk sewer system includes the Colyar Property. ttpttsentntives, successon end assigns of the pan3a. Absent and exprcss written assignment
of this Agreement by Stanton, successor ownen of the Rivenvalk developmcnt and/or the
Stanton further rcprcsents and wartants to Colyars that Stanton has installed the graviry lines in property subject to the Sewer Fasement shall not succeed to the right of Swntons under this
Indiana Avenue, has built the pumping station, and has installed the pressurc line connecting to Agreement. Successor owners of the Colyar Properry shall suaecd to the rights and obligations
the trunk line south of the frccway, all of which together fortn a working sewer system with ~ of the Colyars under this Agrcement jointly and severally with each other and the Colyars.
adequate present capacity to service both the Riverwalk development and the Colyar Propcrty. Upon and aRer any sale of Stanton's interest in the itiverwalk. Stanton stuall rcwin all rights
Slanton funher represents and wartnnts that it will charge Colyars no latecomer (ee of line under this agrcement, including without limitation, the right to receive payment of the fvnds
aasessments, d 7whori7ed to do so, if and when ihis Agreement is consummntcd, and that it will deuribed ln scction I1I(7) hcn:inalxwe, and Ilrc right to ngrce to modificatinns of lhis agreement
ns provided for in section 1X, hertinbelow, unless Stanton nssigns its rights and intercst
provide Colyars upon request a copy of any latecomer agrcements witl► any local governmental
nmliarilice and furlhcr ~varnnts lhnl xaiJ ngrccmeMS will not impair Coly7r's righls hercunJrr; I, hereuruler exprcssly nnd fn wriling.
pruvidcil, huwcvcr. Colyar xhall In: rcquircJ to p:iy tlie uxiiil nnd cusiomary charges imposeJ
by (lie utilily Jistrict including but nol IimiteJ to liook-up fees, general fncility clurges and so Vlll. A[ffIIORITY
fortli.
Each person executing this Agreement wnrtants that he is fully authoriud to bind his party to
Slanton agrces lo incluJe Colyar's Property in any agreement it may make with Spoknne County i the tertns o( this Agreement without the necessity of any fURher act or confirtnation.
conceming the Riverwnik development sewerage system and make this executed Agreement
available to Spokane County. IX. GOV~RNING LA~V ,
i; [t is agreed that this Agrcement shall be govemed by, contwed and enfotced in accordance with
V. RGPRGSCNTATIONS AND 1i'AIiRAIV'fiES Or THE GRANTGE the laws of the State of Washington.
i
Colyars warrant to Stanron that they will proceed diligently ro scek Colyar land Use Approval X. EKI'IILG AGItLEMLNT
and will pay and hold Stanton harmless from all general facilities charges associated wilh hookup •
• of individual residential sewer scrvices. , '[liis Agreement shall constitute the entirc agrcement betwcen the parties, artd any prior
~j SEWCR ACCCSS ANO CAPACITY AGR[LMGNT pagc 3 S6WCR ACCCSS ANO CAPACRY AGRGGMHtfT Pege 4
4001520
Po9r 6 a1 12 4001520
` 06iM11996 07:SbP ' t~ge Q of ii
~ Sx urc fa. 61 IFEC ~ 06106I1496 Q~:56P
I C ' ft~c ~ aate of this Agrcement shall not be Spoluu W. a
uodcntandm~oi represenuaon ) aay xina p
bindLug on cithcr patry. ezcept to ihe ezunt incocporsted iII this Agceemcnt.
EXFiIBIT A
~
7Q. MODffICATi0,1 Q r.
~ ~umed qny modificatioo of t"sent ment
an~Y i[ ~Yid ^ ds~ ~t "g sig eed by~ac+ LEQeIL DESCRIPTION OF COLYAft PROPERTI
conatction aith Uds Agteem
Qynyr or an authoriud repRUnmcive of each partY•
KII. NOTICES ~ shau be deemed Parcel "A" (7'az Pareel 66083.9043)
Any notice providod far or concerning this Agt~ment slull be in writinB
su[ficieotly given thru (3) days aher being sent by urtified or tegistered mvl to the tespcetive 7Q~ R'he West Half of the Southenst Quarter of the Southea§t Quarter of
the Souchwest Quarter of ~~tion 8. T_ ~ N_. R_ 45 E.
address of each pazty u{oltows: Spokane, Swte of Washingwn ,
To Colyus: WM. in che County of
To 5taaton: EXCEPT the West 110 00 feet of the Sout6 305.00 Ceet thereof
Envnett W. and Hazel M. Catyu Mr. Brian Housely ~ P. D~n
TOQETHER with the Alorcbease
~yip~sm D. end Atlcne E. Co1Yar S~~on Developmenc ComPaaY the Souchaeat Quarter of SecRon 8, T.25N.RT45 Southeast
beC~ounty of
19210 E. Montgomery 16720 NE 116ch Srreet • Spoknne, State of WxshingT~i.
Otis Of~hards, RIA 99012 ~~ond, WA 98052 i
Parcel "B" (Taz Parccl 66085.9012)
A p3rry maY changc its aotite address Dy written notice to ihe othcr party. : The East Half of the Soucheast Quarter of the 3outheast Quarter of
the Southwest Quarter of Se ' n '~,25 ~f„ It.45 E., W.M in the Couaty
Spokane, State of Washington.
EXECUTED as o( the date ot ch~s Agrecracnt set fonh above: of
0 Parcel "C" (T'az Parcel 65083.9042)
°L~ ~ =-~0 Co[Yar ~ The Wcst 110.00 feat aC che South 303.00 Ceet of s6e West Half of rbn
E,nmLn W. Colyar . - jw•Sautheost Quarter of c6e Souchenec Quarter o[ t6e Soutliwest Quarter of
3 Secaon IL.a5 r W.M. iu thc Coimty of Spokene, Statc of
n ~~1.4._es=-rd 0 ci~I-, h . I . I as ngton.
UAI.-M D. Colyat Atlcne E. Culyar
i
. ~
$tantoa Devclopment Compiny i
n VJashington gcncral parcnership
Building Co~~tion By: Housley Developmeat Corporation , By: Dean z Was1Qton co rationfrtner
a Wazhington eorpontion. Partner
gy:
t ~
By: ~ Drun ouscfy. 7,
p, Fdwnrd Dean, Preside~{ ~
Page S SEWER I.CCESS AVD CAPACM AOREEMEqT E~.Wrc A
.
i. ,
- 4001520
Pa9°' I °l 11 1 injuries and/or damages suffered by any penon or property which may be causecl by Grantee's
06106119% 03:56?
exercise of the riBhts Branted under the tertns of this L•asement, includinS• but not limitcd to,
~ C0. ~ •
IvFt ~g,~ SDO~N! any damages, claims or losses resulting from the use of or disposition of hazardous substances
(as defined under any [ederal, state or local law or onlinance) except to the extcnt such injury
GXIIIDIT I3 and/or damage to persons or property is cauted by negligent, willful or intrntional acts or
omission of Gcantor, in which evcnt Grantee's liabilily under this indcmnity clause shall be
EASCMGNT FOR SGWER LINC• limitcd ro the extent of its negligent, willPol or intentional acts or omissions.
7. Covrnant Runnine With (anJ. This Fasement and ull the covenants arul
Sisnton Dcveltipmcnt Comp;iny, a Washingtnn genrrnl pannership ('Cranlor'), grams nnJ ogreements herein shall run with the IanJ and be binding on and inurc to Ihe benefit of all future
cunvcys lu L•MMGI'1' w. COLYAR atul I(AZGL M. COLYAR, husbaiHl and wife, anJ owners or the Gasement Arca and the [3enefited Propxrty.
WIlL1AM UCAN COLYnIi and ARLGNG G. COLYAR, husbarul anti wife (all of whom are g, Condition of Gasement. Granlee shall have no right to exereise any rights under
collectively re(erreJ (o as 'Grantee'). Ihe perpetual, nontxclusive tasement ('fasement')
Jescribed in tliis instrument, for their mutual uu and benefit. this Easement unlas and until Grantee has paid to Stanion Development Company the principal
as stated in the Sewer Aeeess and Capaciry Agrcement between Stanton Development and Colyar
l. Foscmen ea llhe [asement is upon, over, under and across ihe real , ('Easement Considerntion'). lJpon payment In Cull o[ the Easement Consideration, Stanton
property Jescribed un ilie anached Schedule A('Casement Area'). • Development Company shall exetute a receipt of the Eaument Corssideratlon Cor recording
purposes to provide rccord notice that the Easement Consideretion has been paid. '[he right [o
2. I3enefiicJ I'ropertv. The L•asement is for the benefit of all and every ponion of payment of the [.iument Caruideration is personal to Stanton Deve(opment Campany anc1 shall
the real property dcscribed on ilu attacheJ ScheJule D('Denelited Propcny") including •rll of , not pass, except by explicit wrinen and recorded assignment, to eny suceessor owner of the
ihc tots crcated by fuwre subJivision of the Benefitccl Propeny. ~ Fasement Area. Payment of the Fasement Coroideration by Grantee to Stanton Development
• Company shall be duc in any event at such time as development o[ ell of any ponion of the
3. Pumose snd Scone of G~ssmens, The Easement is granled to Crentee and all of IIenefited Property is eommeneed, (ncluding but nat limited to grading, corutruction of
Crantee's successors in iniercsl in all or any pohion of the Denefitecl Property, for Ihe benefit improvements, and so fonh, whether or not Cramee exercises any of Crantee's rights urnler thiz
or each such grantee, end for the benefit of each portion or the Benefited PropertY (including • Fasement.
.
lots creaied by future subdivision or ihe Benefited Property) owned by each such grrntee, for g, pnvment of r'aument Censideration. Gtantee dxs hereby covenant, arni each
Ihe following purposes; conslruction, installneion, rcpair and maintenance of a sanitary sewer
li nicccscar owncr of all or any Ixrnion of Ilx llencfiial Property by nccrplance or a conveyance
ne lhc sr~vcr line slc~ll Ix inst~IleJ anJ main~nineJ Ixlow ~he grounJ level or surface of ~lu ' oll or any ~sortion of Ilie Denefited 1'roperty, whether or not so exptesstd in any such
I:iumcm Aica rXcLpI I"or minor itenu (such as manholrs) whieh nre reyaircJ w be locmed of , conveyance, sh~ll be Jeemed lo covennnt, lo pay the Euement CortSidetation when due ro
,ihuve grounJ Icvcl by tNr applicablc utility scrvia compaoy or govcntmental resulalions. ' Stnnton Dcvelopment Company. Tlm LTUemmt Corttideralion, togelher with any related eharges
s u«~~~ri6on (,r Ra«oient n.e,, Prompily fullowing insiallntiun of the sewer linc ; for intercst, experues or aitorney's feea os provldeJ In this instrument, alull be a tlurge on Uu
fited Propeny and shall be a continuing lien upon every ponion of ~he Denefted Propeny
in ihe f•,~isement nrc:i or any rrpair or mnintenancc wark, Gr,~nicc tilnll reslurc dic lawmenl Dene , and any improvemenls now or hereaRer mnde thereon. 'ITu obligation to pay the Casement
Are:i iu ihc cundiuun it wns or immeJintrly prior tn such work. Gnntee sUall nnt undenninc ~ ConsiJeration shall also be the personnl, joint end sevetal obllgntions o( the persons or entiliu
or c:It15C tI.1111JbC IU Illl' C:lYC1I1CRl AfCa Of pTUrCfIY a(I)aCCf1I 10 IAG GaStfI1G11I Aft]. ' Wh0 OWII all or any ponion of the Bene6ted Protxtty at the time whtn the Easement
5. Gr.inror's Use of fascment Area• Cnntor rcscrves the right ro use Ihe Gasement ' • Consideration becoma dua If the Easement Consideration is aot paid when due, Swnton
Area for any purposes not iixonsistent with ihc rights granted in this instrvment including but 1 Development Company may file in the office of the apPropriate official o[ Spokane County a
not limitcd to strcet improvcmenls, IsnJscaping and utilit+es, provided, Ihat Gnntor shall not ~ notice of lien stating the amount of the delinqvent Easement Coneideration, together with
construct or maintain iny building or other structute on lhe Caument Area tvliiclt will interQre intettst, ezpenses and attomey's Cecs es provided below, and upon payment in full thercof shatl wnh Ihc exercisr uf Grantee's rights. execute and file n proper release of such lien. Sueh sum, together with arry charga lhercafter
-
accniing, shall constitute a Ifen upon the Denetited Property from lhe date of delinquency until
6. Indcmniiv. l3y accepting end using tlrc bertrfits or the lenns or this Eisement, lhe date the lien is released, and Stanton Development Company may en(orce such lien in lhe
manner provided by law with eespect to a lien on mal property. in addition, Stanton
Grantee agrces ro indemnity, defend and hold Crantor harmless from any and all claims for '
I:XIIIffIT D rncr t CCHIUIT D 1 4001520 PAUC 2
hge: i ot It
0610611996 M:56v
IPfC ACA 1I8.00 Sooltne Co. a
~
!
Developmcnt Company may 'bring an actioo at ]aw to enfoRe paymenc of the Fasement STqTE OF WASFIINGTON ,
Consideration agaiatt any or ali of thosc petaons or eatiries pecsonally obligated ro pay the same, '
thcir heirs, dcvisees, peaooal representatives nnd usigns (collec[ivdy tefctted to u COIJNTY OF S?Bi~IE I~ i n q •
'Obligers'}. Thc Eascmenc Conzideratioa shall beu inttrost from the due date ttntil Qaid at the 1certify, that I Jmow oc have satis(actory evideoce that Brian Housley and P. Edward Dean
ntr of twelve peTCent (129 ) per annum, but tn no event shall such rate ezcecd the highest appearzd before me, aad acknowledged that they siyned this instiument, on oath snced that ihey
(awCu! rate of inccrcst under the laas of the State of WuTciagtort. In the evmt Stanton ire authoriud ro execute the ituorument ud xknowte+dged it as the Pttsidcnt o! Housley
Dcveiopmco[ Company s6a!l bring nny suit or action to entorce payrnent of the fasea:en! pevelo meat Co ondon and Pt+esident of Dean Buil ' Co ontion,
CoasideraUOn or to forettose a lien, the Obligees de[endant shall pay to the plaindfY all coatt • P ~ ~ ~ ~~~~~Y' ~°n
o( Stanton Developatrnt Company, to be the Ree and voluntary nct of suc6 g~ ~br~ uses
and ~<pcases iracurred by it in contxction with such suit or action, including a foteclosure dQe y~L f
re on, and the substanciall revadin in sueh suit or aetion shall recover suth amount as ' ~d puryoses stated tixrcin.
P Y P B P~' : V-1s5roq 9.
the eouR may determine to be reazooable u attocaey's fees at trial and upon aay appca( or dzt~ ° a~ Nor~J~~f.a•r~ %
QaitioQ tor review Lhcreo(. M elecrion by Suncon Deveiopment to puriuc any remedy provided
for in this inscrvment shatl not prevent concurrent or suhsequenc ezeceue o( aaother e=mMy
y
P ~auc , • ;
pecmitted under this insavment, uoder any other agreemeat or at law or in eqviry. The remedia
rovidcd in this iruuument ire no[ ezctusive but shalt ba' in addicioa to all other remedies, ~-?4hin'
1,,~k`
including actions for damages aod suics for injuncuons uM speciGe performance, available under Norary Public io aad for the Snce
My ~ppoin~mt expires -o1S~~n~~~~~~
applicable law to Staaton Developmeat Company.
GRr~NTOR STATE OF wnSH7NGTON
~ COUNTY OF SPO}tANE
STANTON DEvELOPtvtFNT COMPANY.
a Wuhingtnn general parmesship j l eettify tlsat I know or tuive sadsfaetory evidenee that Fmmett W. Colyar and Hazel M. Colyar
appcamd belore me, and aclrnowledged t62t they sigaed this lnstrumept and acknowlodqed it to
~
B 1Vash s1eyDevel op~nC aoc tion, ~ be thtir fTee artd voluntery aet !or the uses and pucposei stated therein. ```PON ~m~
atni
'
D ' -
BY'-- ~
~
uron Fl-ouslcy, Preside~j/
v Notary Public in usd for the Swtc o qon%o°~
D e•-.~po~~•
4.~
' Dean BuildinCo My appoincaunt expire9 _7T~ C
Y S ryocation. S~~Jp 11~~~~•
a Washington eorporrtiun, paruwr ~ STA1'E OF WASHINGTON '
. pY: P <-31 -x ✓T--^--~ ; COUNTY OF SPOKANE
P. F,iward Dean, President / -
. [ artify thit I fnow or have suisfauory evidence tlwc Wiltiam Dean Coly:r ned Arleae E.
ACCEP"ftD BY• Colyar appeared before me, uM acknowledged t}ut tCey signcd this insuvment urd
acknowledged it to be their free and voluntary act /or the uses and purposas state~the
C w4.M~
P':~n,e Dated
f~J/i, e y~t.~ • j~4a~~~~p ~
Emmett W. Colyar HazeYM. Colyar <l ~
, pOiAqy
Notary Public in and for [he Snm o~3fp~~ellC
AMY aPPoinarient expires qJ9 i~a•.°~~ ~a~:
6
Willwm D. Colyar ~ Arlene E. Colyar wA W
~+mn~w•~
EaUaBri e I I 4001520 PAGE 3
~ hqe: 9 at II EmtlBrr B I 4001520 PAGE i
(AIM110* R3•SbP t hqe: 10 0! 12
~ 06106114% 01:56P
. ; • ,
SCIIEDULE A , SCIIEDULE B
OF CXHIBIT B OF EXHIBTT D
EASGMLNT FOR SEWER LINE TO EASEMENT FOR SCWER LIIYL
LGGAL DESCRIPTION rOR SEWLIt GASEMENT '
(Rogve River Lane) LEGAL DESCRIPTION OC 13ENCCiTGD PROPL•RTY
Pareel 'A' (Tnx Parcel 55083.9043)
A (wenty foot (20') strip o( laml in a portion of Governnunt Lot 6, of Section 8, T.25N,.
R.45 • W.M., County of Spokane, State of Washington, Uu cemerline of which is described The West llalf of the Southeut Quarter of Ihe Soutlieast Quarter of the Southwest
as foilows: ~1 Quarter of Section 8, T,25N.. R.45C.,, W.M. in the County af Spokane. Stete of
X I 3~U4'- Wnshingron.
Iieginning at the southeast corner of said Covernment Lot 6; thecrce N. 01°31'46' W.
~0 along the east line of said Government Lot 6 a distance of 149.43 feet; thence EXCGPT the West t10.00 feet of ihe South 303.00 feet thercof.
S.89°48'04' W. a distance of 505.48 feer lhertce N.00•11'56' W. n dislance of 10 00
(eet to the TRUG POINT OP BGGINNING of this centerline description; thence T0C3L7'HL•R with lhe Northeast Quarter oC the Southeast Quarter of the Southwest
S.00°1 1'56' E. a distance of 159.39 feet to tlie south line of saiJ Govemment Lot 6 and Quarter of Section 8 T,25N.._R.¢5E„_W.M. in the County of Spolcane. Stnte of
tertninus of this line description. • Washington.
Parecl 'B' (Taa Patcd 55083.9012)
The Fast Half of the Southeast Quarter of the Southeast Quarter of The Southwest
'~i' ~ • X I~7(~~ Quarter of SectioP~~25N.,.R.45L., W.M. in the County of Spokane, Smte of
Washington.
_ • 4001520 .
1142' JI of 12
0610611g% 03:0 Parccl 'C' ~ (Tnx I'arcd 55083.9042)
~p 19.00 Soo1iM to. TA
IPfC The West 110.00 feet of the South 303.00 feet of lhe West l1aIf of the Southeast Quaner
70~~ of ihe Southeast Quaner of ►he Sowhwat Quaner of SectiojL6-T,2ld.,.R3Z-YV.M.
I~ in the Counry of Spokane. State of Washington.
. . , ; 4001520
iigr. 12 at It
I 0510611996 MW
. y~~ tGA 1I8.00 Sbotun fa. A
~ • ' .:,,......s.qr
.•9emu~~.~or
i . . . . . - ~ . • • - -
/ • ~ 4004350
RECORDATION REOUESTED BY: I I ~9~~ ~~of 0
UNITED SECUAITV BANK ' AlN$NI Q~, I(U Ihf [Q Q l I~ OIC~E=S No. CD2018]4
H. 9506 NEWPORT IIWY. ~ ~.d) SDOINf C0, a
SPOKANF. WA 9971E
LEGAL DESCRIPTION
WHEN RECOAOED MafL T0: 4004350 That portion of the South halE of the Southwesc quarter and Covernment
UNITEDSECURITYBANK I O'ge; ta(8 P a5 East. N.M., more
N.950eNEWPORTHW'/. - ~'I3I1~ Lota 5 and 6 of SecCion S. Township 25 North Rana
svoKU+e,w~+s~u ~A~~• '1 311.17 SeptmtCe,p Particularly deacri6ed ae Eolloaes
BEC3INNINO at the most Northerly corner of Tract 'H• of RIVERWALK FIRST
SEND TAX NOTICES TO: ADDITION as per plat Chereof recorded in Volume 21 of Plats, Pages 37
WT}IDEVO.OPMENT,u.c. through 40; thence South 29059'58• East along the Easterly boundary of
ezosHOiwsioN said RIVERWALK FIRST ADDITION, a distance of 159.08 Eeet; thence North
SFOKANE, wA 992oe
CO,9~ll9y~ 9PAClABOVETi13LINHI9FORRECOR0ER9US80M.y 60000'02• East, a diatance of 269.96 feet; thence South 29459158" ast,
f a distance of 27.01 feet (Rec. 27.00 feet) ; thenca North 68°00159" East,
G3~f a distance of 61.91 Feet; thence North 75040'58" East, a diatance of
DEED OF TRUST 63.00 feet (Rec. 63.30 feet) ; thence North 89048' 00' East, a distance of
331.53 Eeet to the True Point of Beginnin9 of chis parcel description;
THIS OEED OF TRUST IS DATED JUNE 5, 1996, among WTH DEVELOPMENT, LL.C., A WASHINGTON LIMITEO thence North 00°12' 00" West, a distance of 119.41 feet (Rec. 119.34
LIABILfTY COMPANY, whose malling address Is 8205 N DIVISION, SPOKANE, WA 99208 (relerted to below as feet) ; thence North 02°41103" East, a dlstanca of 60.08 feeC; thenCe
'Crantor'); UNITEO SECURITY BANK, whoae malting eddres~ Is N. 9506 NEWPORT HWY., SPOKANE, WA '00• West, a distanee of 119.94 feet (Rec. 120.00 Eeet) ;
99218 (referred lo below somctlmes e~ 'lender' ond somellmee ea 'Bcneflelary']; end TfiANSNATION TfTLE
a[,
COMPANY, whoae malling eddress la N 720 ARGONNE RD, SPOKANE WA 99212 North 00°12
(relerred lo below ee thenee 09048~04' Ea North sC B,9°a48'dis00" tance East, of 443.62 a distafeence C; of 144.thence50 ESoutheet; O1°ll the'46nce • NoEart
"Trustee'~.
distance of 89.2T feet to the beginning of a curve concave to t e
COHVE^fANCEANOGRANT. For valuaAleeonalAeretlon,Gf0IlI0fCOnY0Yf10TN31lt In fN7t W1I11pOw!lOfNlO,nomof enery weooaxaaun a Northweet having a radius of ]0.00 Eeet; thenee Southwesterly along said
aM la llw Oene01 0l lenEet aa eenetlctary, aa ol Gnnia's dpM, anC lnlanl ln an0 to tln Ia0owuq d~wWea nd pop~ny, ioy.t n...nn u curve through a central angle of 911191501 an arc dis eance o E 4 c.92
mfstlrq a suCspuenCy asclo0 aaIftred OWOInOs. Impanmsn6 mnd Mves: a0 w,mertb, rbnn a w.r. and gp0utaurees: SI rnlr, waler
rnnu .r,e akn rqnu p~+cn,mnq siock M u+~no+ wnn dkn or ►rqeoon apntsk .na.t oina rqn+a, rvyenka, ana proRt, retan to m. raI oceny, f eet ; thence North 89e48' 04' East, a distance of 185.75 feet to t e ast
u+aumrq w~mout imi~ana,.i R+na.fs, od, o.+, esou+e~nuf.na sunwr m.tten, toeated In SPOKANE Counry, Slele of Washinglon line of said Southwest quarter; thence South 010311461 East, along said
(lne 'ttesl Property'): East line, a distance of 179.44 feet to the South line of Goveznmenc Lot
tance of
thencee South 89°47' 311 WesG a ad diSouth etanceiof 104.75
SEE EXtiIBR 'A' ATfACHED HERETO ANU MADE A PART HEREOF 648 t38 nEeet South
The Reel Property or Its eddrcss is commonly known es 18 LOT SUBOIVISION - RIVERWALK 6TH ADDITION, Eeet Co the True Point of Beginningl
SPOKANE, WA 99208.
To ba known as River~+alk/SSXGh Addition;L
Cranta Aeraby Aoelpm ae soevdN to lender, d Onnloff rlpAl, Ulfs, and Mtpesl In mA lo sE basef, RaMS, .oo rnonb of m. r.a"ry nm
4ssqnmanl h rxa0ed fn atta0ann wiih iiCW SS OE 070; Ilq IM ouled by tMa asslpnmonl b Inlondod lo ba spoeiM, pafeclod and thala vpon
IMrxaChqdtnhDaMWTnnL LoMaqran4loGrania0 ream" toeoesellneRenhEMp.ontg,wnkn6nmt maycsrowkWalLonaa'sopuon 3ltuate in the County of Spokane, State of Waehington.
sM sMe ps lutomatluM nwkod vpon oceoleratlon dt1 a OEN a lM InOsOtsEnasf.
OEFINITION3. TTa IaEawirq waM fM0 Rwe IM laflowlnp met~nQf wMm ussd In t1+h OaeA ol innL Terms nOl alhaWSS deMsd tn INf DosA N
TIust f1uA hew IM msAnlnpf ala0ulW lo such larma In IM UNIam CommerciN Coda. N nfr*rem le EoCU amountf sNo mwn amound M VwN
moroy W IM UnRsd SLtn a~ Amsk~.
Benenclery. Ths wad'9eneMarY moaM UNRED SECUiiT' BAP+K M suttOsfas ane nsbns. UMIEO SEClJI7f1Y BANK dw h relerteA to ,
as lsnCor In lhb Owd W Tnnl.
OceE ot Trust. Tla wrOf V"d of Trvsr msan IMS Oeed W Trutt smonq 6reMor, LaiMav, On0 Truslss, And tri[Wds+ waMW Imlleeon d
nsfpnmant anC aenxlly Inlwasl prmtslom rs4tlnp lo Or Psrsanel Roperry and Rents. .
CreMOr. TTe wad 'Grmior meam ury and ae pesa» and anGqss mnicutlrp Ihh Ooed of Trusl. Includlrq w11hoN ImNa9on Y/T11
DEVEIOPMENT,LL.C_
Cuaanla. Th* wpA 'Guanntar menns end Inclvdas vn1AON 1mlUtlon eny gnd g0 puanntm, svraliee, and ettommodatlon partbs In ' tonnec6on wilh Ue IndeDlaOnesl
Improvemenls Tho wad Imprwemenls' meam gnd trd~dea wllhaA Am140on al axlspnp and Mvo Improwmentf, puENnQs, sWdures,
moDis homef afPoceE on IM fiul Proporly, laatlUea, ad69an. rep~anmenb enG olha eom6vetion rn Ihe Real Prope~ry.
IndeElMnesa. TM wad 'Inde6ladnass' mesm d prlncipd ln0 IMaresl prysEte undm IAe Note end anY amounls exDendsO a eCvfneed Oy
lender lo OluAarye oEFpnMons ol Grenla a aparaef IncurtaA by Lusta a LenCer lo eMOrta o0lpoUons of Gienla untler INS Oosd of Trvst, •
lopatner w+lh Inlaxt on sucn amovnb gs vroNded tn Ms DNO of TruiL .
( Ilf futtessors end uslpns.
lenAer. TM word Zondar meam UNRED SECURffY BAW
llote. TTe worC "Nole" meens Ihe Nota Oaled June S, issa, In the orlginal prlncipal amounl of $205,929.90 6om Crtnla b
LeMer. tapall+a vAlh ae raneweK, exlensiom, moGlleellont, rebrondnps, an0 suDidlvliwn la It+e Nots.
Perwnel Property. TTe waEs'Pmonal PropMy' mean at oWpmeM, EaMef, antl Mha srtlcl.f ol penonnl properfy now a 1+ae~rter avrod
,W
by Gnnlv, and nor a naro~na uleene0 a aNhed lo IM Had VCoparlr lopslTw wlln ss sCCesslon~, OnN. en0 ~ddltlons lo. replacomonb d, i
on0 a0 suOsUlutlom la, Arry d sueh propM); and topetAa M1h a1 Iss~ ~n0 pMilf R+srson aM proeeeM (mdutl+np w+lhwl Iml,,COn o1 ,
xnur~nes proeesOs ~na refvra~ of preMUm~l from ~ny seM a olner msposlllon ol lns V.operly. • e ,
~
J ~ /370
- \
Recorded at Mquut o[ and ,
aLGr R~eordinq 0.eturn too
xllliam H. Block 4006215
eucx c Coraon I I fl9l: t a( S
i oii wencern, s,ice soz 11 Li 'AS ca st 6611911996 0);2g1
seeccle, xr 9e104 .00 Spotmtp, q
MEMORAt7DUN OP PLJRCFN3B AND SALE AGREEMENT
This M£MORANDUM OF PURCFIASS AND SALE ACRfiEMENT is to provide
public record notice of the fact that there ia an executed
Puzchase and Sale Agreement dated fiebruary 28, 1996, between WELCO
CO., INC., ae Seller, and PMKI.AND HOMES, INC., as Bvyer for the
purchase of a portion of the property deacribed on Exhibit F
hereto.
. PARKLANp HOMES, INC.
sy
George Reece
n 1 Cv.ror, n
ies:
3TATE OF WASHINGTON )
I 9a.
' COUNTY OF
I ceztify ehat I know or have satfefactory evidence that
GEORGS REECE eigned this inatrvment, on oath etated that he aas
authorized to xecute the Snetrument and acknoaledged it in hie
capacity ae of PARKIJ►ND HOME3, INC. [o be the
free and voluntary ace of euch party for Che uaee and purpoaes
mentioned in the inetrumene.
Dated Chis day of , 1996.
U
• ,
(9lgnacure)
~Q~dT~I~ YII. i~,t.~nlaT~'^~.~►.'••R •r•'S
(Print Name)
. Notary Public, in and For Che• St3itr'
• `
, . of Mashington, zesiding at~[,C1
My Commiseion Expirea -9-.~s f` w~,~~• l,;t 1~'~4. ~
+ 1
F.
7< < 1 s.1n\n~~esa~~~~eaeis~.n~
. t~ 6/18/96
' OJ/_S/YO 11:OJ FA2 t06 710 1021 YD / OC [ 2 002si0:S nJ/I5/96 ll'OS fAI :06 »0 1021 YO / 4C L 2 ~021/n;3 _
E~10 0 ~T ~ ~ ► J ~,c ~
l
p,~CEL 4, e ~ 5
That poztion o[ the South t[alf o[ the Sou~haest QunYter and x Portion oL the Heet IIalt of the 8outl~veat Qunzler anC Cevernsent
, Lote S. Ot Seetlon E, T,29 H. A.45 Lp, M.1t., Covnty ot Spoknno, 9tete
inqton, T.25 eorn N. . yure R.AS ieula E. r i y W.M. oL Neahinqton, mdre yazEicuI~y deacrl~isd s• follwei
Coveotent Lots S 3pokans, and 8ta G, te of
o! Haeh!on S.
Counrnty m
describr.d es tallovs:
' Heqinninq et the 3outtfveet Corner of said Seetion et thente
Deqinnlnq at the most noztherly corner of Tract "If" ot N.00•7E103^it, alang thn vast lina ot aeid Seotlon n diatance et
RIVERNALK FIRST ]1DDITIOH aocoiding to the plet rncatdn4 958.93 teetj thenoe 0.8962t'57•E. a distanca ot 70.00 teec to tho
undor Book 23 o[ Plete, Faqeo 37 thouqh do; eAonco 4outhveet cotnar ot Farcol "s" ao eesoribod in Stntutory Wnrranty
s.29•sy17e"E. nlonq thn tastarly boundary of eaid RlVgrtNaLK Deed zecorded under Auditor'a Docuaent No. 94051207941 thence
PIRST HDDITION a dietance of 159.08; thnnee N.60•00'02^E, a N.89•23106'E. along the eoath line ot ■aid Paicel •B• a dletenca
dietanca of 369.96 feet; thonco 3.39139150"E. a dietance oi ot 369.88 [eet (Record 370.00 feet) t0 the Southea6t Corner o!
27.01 Lcot (Ree. 27.00 laet); tbnnce H.68•00150•E. a naid Parcel •B•; thanee H.00174105•li. alonq the east lina et eald
dlstanaa ot 61.93 leet; thenco N.75•400580E, a diatance pareul 'H• a distenea o! 16.81 leet to the iRIIL PoIf7T OP
63.00 leat (Reo. 67.30 Lect)j U►enae N.89•18100^9. a HECINNINOr tAene• eontinuinq N.00•31105^N, elonq eaia ceat line a
dlctenee oL 371.53 fsot to tbe 1RIIE POINT Or BPGIltfiINO e[ dlstancn oi 633.36 teet to the NortTfeaat cotnar ot •aid Pa1eel
thia pareol deaaription; thenee N.00•12'00"N. a diotnnce oi •B`j tTteneo 5.89•23134'X. alonq the norih 1Sne of lald Paccel •H'
119.41 lnet (Rm. 119.34 feet); thence N.02•4I103^E. a e diotance oL 170.13 teat to tLe eaat line of Parcel •C• oZ eaid
distance of 60.09 LeetT thence 11.00•12100"N, a dlatancn ot $tatutory Marcnniy Oeed; taene• N.00435•Z20N. alonq eald eaat
' 119.94 feot (Reo. 120.00 toet)l thanoe N.89•48100^E. a line a dietanCO o! 199.97 feet (Reeord 200.00 l~st)r tAnnee
• diatance of 144.50 Seet7 tbence N.89148, 04^E. e dietanae of 9.89•23119"X. alonq the nortb llne of aaid Parcal •C• • dletanCe
' 443.02 LaoC/ thenoo S.01671•46•8. a distafice of 89.27 feet ot 149.91 (Retord 200.00 !oo!) !o !b• eaet ripht oi vay lina ot
• ta the heqlnninq of e cutvo conenve to the northvoot having earker Roed; thence 0.00133103•v. alonq aalA lSgDt of vay a
• a radiuo of ]O.oo feet) thence eovthvasterly nlonq ealC distanc• ot 3E3.66 faat to the aouthesly line o! PatCal "D" oL
• curvo threuqh a cantral dnqle ot 91•19190' an aio dlalnnca aeid 9tatutorp wnrrenty Ocsdt thetfee 9.831351070E. ftlorfq said
o! 47.82 Iont; thanao N:89148104•E. a diatanca ot 185.75 aonttfnrly line of Falcel •D• a Qis4nee o! 700.00 inetT thenee
• Leot to the anat line ot 'aniQ eoathveat Quartorl thence x.74•14'97'L. nlonq the eealerly Iine o[ eaid Dnrcel •D' s
' 5.01131146"E. nlonq,e0lcL aeet lisfo e diBtancq o[ 179.44 Lcet diatance ot 190.00 faett lhanea H.66•241571L. alonq eaid ea3tezly
' to ttle couth line ot Government Lot 6; thenea 5.99•48104"w. llne a distance of 35.47 teetJ thenee S.78631053•E. a dSatance of
' alonq caid soutD liria a dietenea of 648.78 toetj thence 127.46 feeet tfietrce 9.06•76100"N. • distanen o! 21.70 Laat to s
5.69147131^N. a dletance oE 104.75 lent to the TcvO Point oL point hersinaitnr retetYod to •e 40IH? •11") lhence continulnq
Beqinninq; s.o5•76'oo'N. a dlatanee o! 27.71 looii thenee 9.78•44111"E. a
diatance oL 126.17 [eotr thenca 3.56115141•x. a dietancn ot 77.76
Containing 4.71 Aeres, moto or le qs~1••~ leet; thence S.E9•3211101f. a dlgtanee ot 117.86 Leet to the
' - Q1, • beqinnlnq of e non-tanqene curve cenaave to the eeet havinq a
radiue oL 142.50 teeG (troa veicn a radial llne beass
H.89•12111"L.)) thance sonihnrly elonq •a!d curve throuqb a
~/LO een[ral nnq2e 72•33147■ nn ero dietance of a0.66 [peL to the
beqinninq of n roverse ousve eanaaae to the veet Aavlnq n rndius
ot 312.5o feet; t6enee oouNecly elonq •aid curvs tArouqh a
centYal anqle ot 12•33'05` en ara dintance o!• 75.07 Leet; thence
N.89125155•E, a die[ance ot 95.20 Leet; thence N.60•76101'E. a
. distanao ot 45.11 laetJ ttlence N.6510914008. e diotanee ot 170.00
4006215 Laott thence 8.24150120•E. e d.letenee of 110.00 leett thenee
I I~I ~ ~iqt; t p} S 3.28•14149"a. a aietance o! 17.53 feeE to 8 p0111! ACtEinatin!
1 ~it91~g~ 0;29 reterred to aa POINT •B") tdence eontirminq 9.28114119'L. a
IA-cp,q dietanae o! 17.53 Leet) thenc• 8.=4•SO•IO*Y. a diwtence a! 110.00
µnp ~llWl, i111E IASW ~ LeatJ thonce 3.65•091t0"N. a diatanCe o! 170.00 feet; thencs
- 3.49•5S147"8. s dletance ot 71.10 leet; thence,9.79•19•48"8. a
dlatance ot 110.00 teetl.Lbenes 8.74'13143-9. a dletance ot 24.63
feat to a point hezeineLter ratersed to ae POINi "C^t thence
continvlnq 9.74•17f470E. a dlstaneo ot 34.67 lsot( thtnee
, 5.29•59130•P.. a dletanCe oi 118.00 taet; thence 3.60•00102•11. a
'6 .
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x,re coneavu to
4Zl,g6 lvin9 eet to tl~e be9lnnin4 ot A ~tnenca t• ~
dintance oi a radiue of 6?2•00 foat; la ot
~s noy.t}~veot 6a
lonp said cus"f~ 3outh o thanp said cus"f~ ' cnn~~aal anqYoint ot
a
outhwestarlY 96.
e 20•0S'55- an azt distance of 1 ~ • T~
BeQinnSn9S
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containing 10.71 more or lase _ •
ver+M~ ' ~
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' WHEN RECORllED RL'fUftN'f0: TH1S SPACL PROV1llED
FOR RE, CORDER'S USG
Camille Taylor Rulston
Montgomery, Purdue,
Blankinship & Austin
58th Floor Columbin Center
701 Fitth Avenue
Scattle. WA 98104
~n~ aD~aa/ DECLAItATION OF COVENANTS AND RESTRICTIONS
THIS DECLARA'I'ION OF COVENANTS AND RESTRICTIONS (the
'Deelnradon") is executed this 15c41ay of January, 1996, by WEL CO GROUP. INC.,
~ a Weshington corporation ("Declarnnt'), as oweer of the property legally described
in attached F,xh9bit A("WelCo Praperty') [or the bene6t oC the property legally
described in nttnched Exhibit B("Beaefited Property"). This Declarotion is
executed by Dedarant for valuable consideration and as part oC a plan of
development for the Denefited Property. ,
This Declaration imposes certain covennnts nnd restrictions on the WelCo
Propcrty. The covenants nnd restrictions provided for in this Declnrntion sholl bc
rnvenanfs ninning wilh lhe lnnd and shall be binding upon the WelCo Property
nnd any and all part3 thereof, the partiee in interest thereto and their heus,
assigna, peraonnl repreaentntivea and euxeasora {n intorest. By acceptunce o[ n
conveynnce, contract oC sale, lease, rental agreement, nny form of security
agreement or instrument, or any privilege o[ use or enjoyment respecting the We1Co
. Property or any portion thereof, any peraon accepting such an interest in the WelCo
Property accepts it subject to the covenants and restrictions contained hernin.
Dedarant expressly intends for this Declaration and the restrictions it imposes to
run with the WelCo Property for the benefit of the BeneGted Property.
All improvements constructed on the WelCo Property shall meet the
following minimum requirements: (i) only site built single family residences nnd no
modular factory built housing may be constructed on the WelCo Property, nnd (u)
all residences constructed on the WelCo Property shall include no less than 1,000
, squere feet in living erea plus a two car enclosed garage. The NVelCo Property shall
be used only for single family deteched dwellings.
After a period of tvrenty (20) years after lhe dnte of recorcling of this
Declaration, the restrictions Drovided for in this Declaratiom may be amended and
changed by tlie written consent of the owners o[ the Cee title (in the case tide is
subject to a reul estate contract, the vendees under the renl estate contract shall be
deemed to be owners of the Pee tide) o[ not less than sixty (GO%) of all of the L.ots in
the WelCo Property.
DECWUnoN oF Covet+ntrts ANo RtsMiCnor+s PAce ►
MONI'COMERY, PSJROUE, DLAtJiQNSHiP & AUSTQI JMfUNtY 15, 19M
1 '
4018241
P+ge: 1 of 1
~
a 0112111996 M:58?
' , . .
.,;,~.i;,•'.:~ ~~rI ~ -
L-~LU~i.:J~ U
PARCEL 6i
A portion of the South Halt of the Sovthveet Qvarter of Section e, T.25
Declarant• N.,
• A.45 E., 1t.N., County of Spokene, State of Naehington, more pertlcule'rly
i described as tollows:
WEL CO CROUP, INC., ~ Beginninq a[ the noutheneterly eorner of the final plat of RIVERFIALR
a Washi corporation FIRST ADDITION, recorded in Book 27, Peqea 77 through 40, Spokane
County Auditor'e Otfice; thence northerly and easterly elong the
boundery of eaid RIVERNALK FIRST ADDITION the follovinq tventy-one
Bir ngtof / (21) coureae:
STATE OF WASHINGTON Derald(Gene) Martin,President ' 1. N.00•03110"E. a distance o[ 10.00 feet to the bnqinninq of a non-
)
~ ss tanqent curve concave to the northenst havinq e rndius o! 20.00
COUNTYOF KING feet (from vhich n radial line beers 14.00•03' 10"E.
) 2, northveaterly elonq eaid curve throuqh a central anqle of
52" an arc dietance of 71.40 Leetf
89•561
I certify tltat I knoa or have satis[actory evidence that Dezuld (Gene) Martin 7. H.oo•oo~02"E. a distanee of 95.00 leet to the beqinninq of a
is the person who appeared before me, and said person acknowledged that he cuzve concave to southeast having n radiua o! 20.00 leet;
signed this inatrument, on oath stated that he was authorized to execute the a. northaeeterly alonq said curve throuqh a central anqle of
instrument and acknowledged it as the President of Wel Co Group, Inc. to be the 90•07,'oe^ an nrc dietence of 71.43 teet;
free Dat d d voluntaFy-7~~~,qP~~uCh party for the us nd purposes stated therein. S. H.00•02129"H. alonq n non-tanqent line a diatance of 50.00 leet;
6. 5.99956'51^E. a dietance of 50.02 feetj
7. N.00000102"E. n dietance of 195.00 Leet;
8. 5.89•56151"E. a dietance of 30.00 faet; 'c
9. N.00•00102"E. n dietance of 180.42 feet;
~ ' 10. 5.89056151•E. e dietance of 215.00 teet;
Name: 11. 8.42129121"E. a dietance of 69.99••leet; ,
NOTARYP L1C,StateofWy,,Ain&jon 12. S.59059158"E. a distance of 182.52 teat; ~
My nppointment expires ~ 19. H. ]0•00'02"E. a dietance o! 25.00 feet; (V
' 14. N.59059158"W. a dietance of 102.02 feat;
15. N.26119117"N. a dietence of 53.52 feet= ~y
16. N.49•06128"E. a dietance of 185.43 feet to the beginninq of a ~
, non-tanqent curve concave.to the northeeBt hnvinq e rndius of ~
600.00 leet (from vhlch n cadiel line beare H.49•06*280E)
17. northweeterly nlonq eeid curve through a central anqle of
03090106" an arc distence of 40.16 Lnet;
18. N.32•56134"E. a distance of 150.00 [eetJ
19. N.27041151"M, a dietance of 145.73;
20. N.22•~6'41"N. a diatance of 149.]d (Rec. N.22041"20^W., 149.19 ,
feet);
. N.29•59158"ii. a dietanCe ot 131.90 feet;
21
thence N.60•00102"E. n dietenee ot 269.96 leet; thence 5.29•59158"E. a
~ dietence of 27.01 feeG (Rea. 27.00 Leet)) tAenae N.68•00158^E. a ~
40~82 distnnce of 61.97 feet; thence N.75•40158"E. a dletanee 63.00 Leet
71,
(Rec. 67.30 leet); thence N.89148100"E. a,dLatanee of 371.53 Leat;
i». CO N)I 19~ thence H.89047131"E. a diatance o! 104.75 feet to tha east line of the
/
SP'Q14 co West Half of the Southeast Quarter of the Southveet Quarter of said
Section 8; thence 5.01117100"E. nlong eaid eaet line a distance o!
~ 1310.48 feet (Rec. S.01•17137"E., 1330.31 feet) to the northerly riqht
; of vay line of Mieeion Avenue= thence N.89156150"W. alonq said
northerly right of vay line a distance of 1288.79 Leat to the True
DECLAMT[ONOFCAvEllANT9ANDRESTItICYION9 Peoe2 Point o! Heqinninq;
• MOMOOMQtY, PURDUE, DLAIJIUNSIlIP & AUSTIN JANUARY 15, IOM
M Containinq 28.00 Acres, nore or les6
. - II1i1~I~II~~IiIIIIIII~III~lllll~lllll~llfl~ 4018241
~
~
i~ •~.`1 sl_'•t I
That portion ot the South Half ot tha Southvest Quarter and That portion ot the South Half ot the Southvest Quarter and
Government Lots 5 and 6, o! Section 8, T.25 N., R.45 E., W.H.,
Covernment Lots 5 and 6, o[ Sectlon 8, T.25 N., R.45 E., W.H., County of Spokane, State oC Nashington, more particularly
County o[ Spokane, State ot Washinqton, more pnrticularly
described as follovs: doecribwd ea follovs+
8eginning et the most northerly eorner of Tract "H" of
Beqinninq at the most northerly corner ot Tract "H" oC RIVERHALK FZRST ADDITIOH according to tAe plat recorded
RIVERNALK FIRST ADDITION according to the plat recorded under Book 23 of Plata, PageB 37 thouqh 40; thence
under 8ook 27 of Plats, paqea 37 thought 40; thence 5.29059158"E. alonq the Eaeterly boundary of seid RIVERHALK
3.29•59158"£. alonq the,Easterly boundary oi said RIVERWALK
FIRST 11DDZTIOH n distance ot 159.08; thence N.60000102"E. a
FIRST ADDITION a dlstance of 159.08; thence N.60•00102"E. a distance oL 269.96 feet; thence 5.29659158"E. a distanee ot
distance o! 269.96 feet; thence 5.29•59158"E. a distance ot 27,01 feet (Rec. 27.00 feet)J thanee N.68•00'58"E. a
27.01 feet (Rec. 27.00 feet); thence N.68400058"E. a
distance of 61.93 feet; thencs H.79040158"E. a dlstance
distance of 61.93 Ceet; thence N.75040'58"E, a distance 63.00 feet (Rec. 63.70 feet); thence N.89018100"E. a
67.00 feet (Rec. 63.30 taet); thence N.89•48'0o"E. a distnnce o! 331.53 feet to the TRIIE POINT OF BEGINNIHG o[
dietance ot 7]1.5] feet; thence H.00•12100"W. a diatance oC thie pnrcel deecriptiont thence N.00•12100"N. a dietanca o!
119.41 feet (Rec. 119.34 =eet); thence N.02•I1103"E. a
119.41 feet (Rec. 119.74 feet)t thence N.02•41103"E. a
distance ot 60.08 feet; thence N.00012100^W. a*distance ot distance o! 60.08 feet; thence N.00•12000"K. a distance o!
119.94 feet (Rec. 120.00 leet); thence N.89•481000E. a •
dietance o! 144.50 faet to the TRUE POINT OF BEGINNING o[ 119.9{ feet (Rec. 120.00 feet)t thence H.89•48~00^E. a
dietance ot 144.50 feati thence N.89048#04"E. a dietanea of
the parcel deecriptionj thonce N.00012100"W. a dietance of i • 443.62 leet; thence 5.01971146"E. e dietance of 89.27 feet
110.06 feet (Rec, 110.00 feet)j thence H.00402154"E. (Rec. • to the beqinninq oi a curve conceve to tfle northvest havinq
N.04•02152"E.) a dletance ot 17.55 feet to a point • a rndiue of 30.00 feet; thence eouthveeterly alonq eeid
hereinatter referred to ae POINT "D"; thenca continuinq curve thrcugh e central anqle of 91119150^ an arc distance
N.04•02155"E. (Rec. H.04•02152"8.) a dietance oL 17.54 teet; ~ • ot 47.82 ieet; thence H.69048104"E. n distance ot 185.75
thence H.00112100"N. n diatance ot 109.94 feet (Rec.110.00 feet to tha eeat line of eaid Southveet Qunrter; thence
teet); Lhence N.89•481004E. a dietnnce o[ 321.72 teet; ~ • S.010311466E. along pniQ anst line a diBtance o! 179.44 feet
N.01 71 46 H. a distance of 506.09 teet; thence ~ • to ttie eout.A llne o! Government Lot 6; thence S.89148104"w.
N.21119117"W. a distnnce o! 51.61 feet; thence N.56021118"E. ' • alonq eaid eouth line n distnnce o! 648.78 feat; thanca
a diatance ot 145.02 feet (Red. 111.63 [eet); thence ' • 5.89147171"W. a dietance of 104.75 feet to the True Point o!
N.49•20106"E. a dietance o! 77.40 feet (Rec. N.49•13154"E., ~ • Beqinningj •
77.44 teet); thence H.67•]617]"E. a distance ot 140.18 feet I •
(Rec. 140.14 feet) to the Eaet line of eaid Cavernment Lot
6; thence 5.01•31146"E. elonq eaid enet line a distance ot , Containinq 4.71 aczes, more or leee
1066.49 teet; thence 9.89•48104"it. a dietancs oL 185.75 feet
' to the beginninq on a_non-tanqent curve concave to tha
' northveet hevinq a radius ot 30.00 feet (from vhich a radial
• line benre N.00•11156"S1.) thencs northveeterly alonq said curve throvgh n central anqle o! 91•19180" an aro dletance , •7
o! 47.82 Leetj thence N.01131146"H, a dlatance o! 69.27 '
feet; thenca 3.89048104"H. a dlatanCe o! 443.62 feet to the I . ,
. True Point ot Beqinninqj j
containinq 7.86 Acree, more or less r, . .
4018241
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. - i 0112111996 a:sV '
su.ao "im co. a
~
i 4018241
Ptge: 1 ai 1 .
0112111996 01:5BP
, p... t0Y f11.00 Spokme Co, AI
. ~ ~ •
1
. • ~
. ~ ~ , .
PNtCEL tt distnnce of 421.96 feet to th• Dnqinning of a curve concave to
the northweet havinq e radius of 672.00 Lee!= thenc•
a portion of the Keet Half of the Southvest puerter and Government southvesterly elonq ■eid curve thzouqh a central anqla of
Lote S, of Section 8, T.25 N., R.45 L., N.Ft., County o! Spokane, State ~ 20•OS'550 en arc distanco of 235.73 to the Tzue Point of
of Naehinqton, moz• partlcularly deeeribed ee tollove: Heqinninq;
Beginninq at tha Southveet Corner of eaid Section 8; thence Containinq 10.71 1►cree, more or lees
N.00075103"W. alonq the veet line of eaid Section a dietanee of
948.93 feet; thenee H.89•24157"E. a distance o! 70.00 leeL to the
Southvaet corner of Pnrcel "H" ae deecribed in Statutory Narrnnty
Deed recorded under Jluditor's Document No. 9405120794; ihence
N.89023106"E. alonq the eouth line of enid Parcel "B" a distance •
of 369.88 feet (Record 370.00 Leat) to the Southeaet Corner o! ~
eald Parcel "e"; thence N.00134105"1i. nlonq the eeat line of said
Parcel "B" e distnnce of 16.82 feet to the TRVE POINT OP
BECINftING; thance continuinq R.001741050W. nlonq said east line n
dietance of 673.36 feet to the Horthenat corner of said Pnrcel "H"; thence 3.89•23f24"N. elonq the north line o! ■aid Percel "H"
a dietanee of 170.17 !eet to tRe enst lina of Pareel "C" of eaid .
9tatutory tterrnnty Deed; thence N.00•75122"N. alonq eald eaet I 8
llne a distance of 199.97 leet (Recoid 200.00 feet); thence
S.99•25119"x, along tAe north llns of seid Pnrcel "C" a dietance ~
of 199.91 (Aecord 200.00 Leet) to the eeet right of vey line o!
Barker Roed; thence H.00•35107"N. alonq aaid right of vay a ~
distenc• of 183.65 feat !o the southerly line of Parcel "0" o[
eeid Stntutory Mnr=anty Deed; thence 3.85•35103•E. alonq aaid ~
aoutherly lin• o! Ferc.l "D" a distance of 300.00 faet; thence 1 -
N.34•24157"E. alonq the •nstorly line of seid Parcel "D" n ~
dietance of 190.00 teat; thenee H.66124157`E. elong eaid eeeterly ,
line a distance of 75.47 ieat; thence S.28931153"E. a diatance o!
125.46 Laet; thenc• 3.05036100"fi. a diotance o! 21.70 feet to a
point hereinafter reLerred to es PoINT "A•; thence continuinq .
S.05136100^W, a distence of 23.31 feet; thence 5.78'44121"E. e 40y$Qq~
diatance of 126.17 feet; thence 9.56•15141"N. n dietance of 2].]6
feet; thenc• 5.89•32111"M, e distance of 112.86 teet to the I ~~~~~~°f
beqinninq of a non-tanqent curve concnve to tAe eest hnving a ~ Il.pp ~t~ ~,-Q'
radiue of 142.50 foat (tros vhich n radinl line beare •
N.84•32'li'E.) p thenco sovtherly alonq said curve throuqh a
centrnl nnqle 72•25117' an erc distance of 90.66 feet to the _
beqinninq of e revers• curve concave to th• vest havinq e rediua
of 342.30 feet; thence eouiherly elonq •aid curve throuqh e
central enql• of 12•37105• en nrc dietence of 75.03 feet; thence
N.89•25155"E. e dietanc• of 95.20 ioet; thence H.60•36101•E. a ,
dietenca of 45.11 feet; thenc• Ii.65•09140"E. n distnnce of 130.00 '
teatf thence 5.24150120"E. a dietenca of 110.00 Leet; thence
s.28•14149•E. a dietance of 17.53 Leet to a point hereinaiter -
retarred to ae POINT "B"; thenca continuinq 5.28•14149"E. a • ,
dietance of 17.53 Leet; thenee S.24050120"6. n dintnnca o! 110.00 (
Leet; thence S.65009140"W. n diatnnca of 120.00 teet; thence • .
s 5.49155147"E. 4 distancs o! 71.10 feet; thence S.49059158"E. a
diatance of 110.00 Leel; tllence 5.74043F43"E. a distnnCe o! 24.63
~ feet to a point hereinaftez referred to es POITrT "C"; thenca
~ continuinq 5.740471430E, a dittaace of 24.63 faet; thence
5.29159158"E. a diftence o! 118.00 teet; thence 5.60100102"ii. a
, vftLN RECORIIEO.RtTURN TO: .
rxuxKERSOLZA.cAxLsuri. P.S. ~ - 1002202
11701 Ea.t.No.it A•enve,
3poLiunr WA 90419 I a~roiiis~ a:~► . .
s~.00 k~►uN ce, 1~
r.»ts MM9Vi 14A. (IfIE lKS W ID
lt) an/97,9-
C1) BTATU'fORY WARRwNTY DEED '
,~p I R 3 4 T1tE CRANTOR9, ~7'ANi~OKDEVEi'ATMP.N7PT7DMF~! ~a Wmhlnyton'Cannn,l.Pe.rtttenlJy, ,
iN CONS1DEfGTION of Ten Dotleraend other vntuable conalderetfvir„ ~ 4402202
u,n~,a L~..: Ira Z,pb; Ii'l• Cnrporrrlinn ~ Fx»iatr "a•• 06(O111996 ~Ot:12P
.peFd,.eonrerend rerrmrw M'Fi DL^•v?t9PMP.N17" 4L,C,~e M~.~Alqpf.ow~. '
4_.N 11. 11 t IR W 10 $1. 0 Soollne C0, Ul
tba follo.ingdeecri6ed reo! eeteLe, .tLua«e tn the courttr orspornna scace of wn.hlnffttir. , LEGAL DESCRTPTION
SECnTTnCHED.ExH(RYL'n' • Tha[ pocCion of the 8outh half ot the Southweat querter and OovernmenG
9UB1£GTTO: Lots 5 and 6 ot Seciion 0, Township 25 Nurth, Rnnye 14 Enal•, H.M., inure
, partieularly deecribed as followat
1. LlebWty for eupplememnl,taaee for Improvemsnea whkh tteve reeent(y been eon.tnxteat mi tiie idid_ Land_ •
imp--ua.4 not pre.ently ese'eecd..but emr eppaor on fuiure .olb. BEGINN2N0 at the most Northerly eorner oE TzeeC •H` of RIvERHAGK FIRST
ADDITION as pei pla[ thereot recorded in VolumC 23 uE Plntu, Pngna 77
3. UaEtllty te fuwrc esummenu.try CorooUCeted.trtly,oilendlatrlat No 19 chrouyh 40; thenee South 29159158, Bnee elony the EasCerly UuunJary uC
J. LlebNty to Nture eharge~ by Spekwne.Count~ for Storm-Weter urvke. Sa1d RIVER4IA[.K f IRST ADDITION, a d18l++ttec vL 159.06 Prel' ; LhenCe Hucllo
60•uv'021 £aet, a distance ot 269.96 leet; thenee South 29•59158" East,
I.DalaratlonofCovenantendEexmentImpeaedlry InnrumenL rceotdeden Mer13,1996,widerRceotdlntNo. a d19Cance of 27.01 LttC (ReC. 27.00 EeEt); Ghenee Notth 68'00'58" Eest,
9606160112. t a distance oE 61.93 LeeC; Chenee North 75'10•58• Eeat, e distanca of
S. An Agreemenc lor the Sever Access end Capectty betveen Colyara and Sennron Developmene 63.00 feet (Rec. 63 .30 [eee); thenee North 89•49'00" Eny[, n diatance uC
compsay, which .,ae daced June S. and Reeorded on June 6, 1996 uneer File No. 731.53 PCCt: to tlte Trua Point oE Heginning of this pareel deyeription;
4001520 . thence North 00•12'00" Haat, h(Ii`JllIIILC u[ 119.41 leel (Rec. 119.34
teec) t thence Norch 02•41•07' Easc, a discance oF 60.00 feet; thenre
Deted;JUNE,6,1NozCh 00•12'00" Ne9C, a dietance of 119.91 teet (Rce. 120.00 CneC);
[hence North 99'46'00' EasC, n distnnce uC 144.50 Ctal; Cfieisea, NotCh
BTANTON D6VELOPMENTCOMPnNIf 89198'04• East, a dlstnnCe ot 443.62 teet; thence South 01131196' East,
a diataeice uC e9,27 feet to the beginning ot a eurve concnve to the
' 9E0000756J NorChwest having l yddius o[ 30.00 teet; ehenca Suucln+eytrrly alung aeid
' curve throuqh n central angle ot 91•191501 an arc distance ot 47.82
BY: . &f- a~uv ~s~r..oi.arNr e•.c~. EydseTaxPaidon ~ LeeC; ChepCe NOrth 89•99'04' Eest, e dietanee o[ 185.75 Prct to Ltlr Enyl.
yeR.,i.v ..v..sc ay, ~°.e r s.dr..~r•
r Salgg,,Amt.Pd.~i,2 .~V line oC said Southwesc quar[er; thence South 01•71146" 6assc, alung anlef
UpSk}~neCounyT~~/,' Easc line, a discenee ot 179.49 Cenc [o the Souch line of Governmenc Le~t
~ rl~q , ~ G 6; Chence SoutA 89'48'04• Nest, along safd South lirie n cllnlanen uE
STATE'OP WA6HiNGTON ) ~ r ! 648.79 Leecj [hence South E9147131• Hest, n ctial•artce uL 104.75
feet to the Tzve Poine oC Beginning;
County of 9pokand )
~~C-A Aju~~ Tu Ue known as Riverrelk/9ixth Additionr1
On We ~r per.on,ly eppeereJ before me_[tA(,PH-'iY~FAi4f:i„ to me kne«n te Le the . AWhorlxwJ•
Am"tor ofyTANTONDEYPLQPMCI'7Tf:nMVANIf theeoryornt{orcrAoewecuteCthewltAtnmtdforogoinglmtrumeni;_ S1CU3GC in the County oE Spokane, 3tete oF Naehington.
and ackno..IrJQed the sald lnstrumcnt to Ee tlro frea and rolwtnry eet am1 dee.! of.~f crKroretlmr.Cw tM uees .rtd
purpwertheretn mentloned end on oeM ueied iTet. he wes authorl:ed to axetute the enld Inflrummt:.
GfVEN wder my hend,end.ort1c4lseel.tliln.5tl1 dny of JUNE, 1996
`,~~~.•.~:rr.
• ,~::1F E. ! .
- •o~.`.
% Ne~• pu6Lc in and for tha Stote ef
TiyCortunimlonB:p.iress ~.~t•SC
0~
v►-n ~~i;i~~~itN~•~
i
~ .
•
•
J
4 V
TRAMSNATION TRLE INSURAN ;E COMPANI
Thl~fc~ ts Drovided. without ch: rge, lor you ~f
intor?trefron. It is nnt inlenAed to si ow a!t matters
~ refeted to the property including, bi t not IimiteA to,
area, dfinensiona, easemarts, ercto ichmen►s. or
s ~ tocation ef bourtonrles. It is not per ol, nor does it
modity, the commitment or poltcy t.) which it is
: O s _ atlached. The Camparty assumes NU LIAeILfTY foc any
mallel relateA lo ihis sketch. Reler ~nce shoul0 be
made lo an eccurafe survty for ur er n orma lm.
~
~ 53 4
L OT6
--A/. 30Ac.
t .170 N n~ • , ~
N
0 ~ r ~ 51 '
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a
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960;i02031A
YOI. 1bqlt)~JPhGE1J7
TF.tdYORARY TURNAAOU2ID EI►BEHENT
me-mdla►n
In the matter of 7FV*12ft&i6i Lane, KNOW ALL HEN BY THESE PRESENTS,
that the Grantor, STANTON - SPOKANE L.P.. A Washinaton LiVited
partnerstU,g for and in consideration of Mutual Benefits, the
receipts of which is hereby acknowledged, grants to the Riverwalk
Owners Association, a Nomeowners Association as created by
document recorded July 25, 1995 under State UBI Number 601-645-
799, an Easement over, upon and across the temporary turnaround,
legally described as follows:
A Temporary Turnaround Easement over a portion of the South Half
of the Southwest Quarter, of Section 6' T.25 N., R.45 E., W.M.,
County of Spokane, State oP Washington, more particutarly
described as follows:
Beginning at the southwest corner of Lot 8, Block 6, oP
RIVERWALK FIRST ADDITION according to the plat recorded in
Book 23 of Plats, Paqes 37 thought 40; thence N.52056134"E.
along the southerly line of said Lot e a distance of 69.66
feet; thence S.40053,32"E. a distance of 185.47 feet; thence
S.49006128"W. a distance oP 154.59 feet; thence
N.4005313211W. a distance of 150.00 feet; thence
N.4900612811E. a distance of 83.74 feet to the beginninq of a
non-tanqent curve to the northeast, having a radius of
600.00 feet (from which a radial line bears N.49006026"E.)
thence northwesterly alonq said curve through a central
anqle of 03050106" an arc distance of 40.16 feet to the
Point of Beqinninq
Said Temporary Turnaround Easement is hereby granted to Riverti+alk
OWner's Association, until such time as HcMillan Lane continues
and the areas of the easement has been platted, at which time the
Temporary•Turnaround Easement Will be terminated.
IN WZTNESS WIiEREOF, the undersigned has caused this instrument to
be executed on this /'Ikj- day of ih !-4'L-1 , 199G.
I R.E. Er.cise Tex Exempt
f•810: ~ 19r~ . ' -
ano ~T,
1
~
~ .
. ~
' .
I b`; pit r~cE 1.~ i' 1
STANTON-SPOKANE L.P.,
A Washington Limited Partnership
BY: STANTON DEVELOPMENT COMPA2IY, A Washington General
Partnership
ITS General Partnex
BY: HOUSLEY DEVELOPMENT CORPORATION, A Washington
Corporation,
Partner
8Y:
N
ITS P' S. d v►,~
BY: DEAN BUILDING CORPORATIOtJ, A Washington
Corporation
Partner~
IIY : ~ ~J. . .
ITS
ACKNOWLEDG1dF.NTS
STATE OF WASHINGTON j '
)ss '
County of A"a,
14
on this 1 day of , 19 9 b, before me, the
undersigned, a Notary Pu~b in and for the State oP Washinqton, per$onally
appeared r dt.~ck. i1on.J , to me known to be the __Pf e~iAon-r
oP DEAN HUILDING CORPORATION, a Washington Corporation, and parCner
of STANTON DEVELOPMENT COMPANY, a Washington Ganeral Partnership who is the
General Partner of STANTON-SPOIUhNE L.P., a Washington Limited Partnership r
that executed the within and foregoinq instrument, and acknowledged the
said instrument to be the free and voluntary act and deed of said
partnership, for the uses and purposes therein mentioned, and on oath
stated that he is authorized te execute the said instrument and that the
seal affixed (if any) is the corporation seal of said corporation.
Given under my hand and oPficial seal the day and year last above written.
NOTAFt~Y P BLI~-d Fo[ the State oP
Washington, residfnq
My commission expires ~yssropF' 99'~
. :UO.~Npr,~qy~""S
2 m. -
. s_y. _
°~ouc : .
'.c~' 1'3-00 .•;O':
'i~p~•
VO(. ~ 8.9 rf {'AGF.
STATE OF WASHINGTON )
jss
County of
On this ~ day of , 19 ile, befare me, the
undersigned, a Notary Publ' in and for the State oP Washington, personally
appeared ~x,c~,. , to me known to be the
of HOUSLEY DEVELOP ENT CORPORATION, a Washington Corporation, and
partner of 5TANTON DEVELOPMENT COMPANY, a Wastiington General Partnership
who is the General Partner of STA2iTOK-SPOKANE L.P., a Washingtan Limited
ParCnership that executed the within and foreqoinq instrument, and
acknowZedged the said instrument to be the free and voluntary act and deed
of said partnership, for the uses and purposes therein mentioned, and on
oath stated that he is authorfzed to execute the said instrument and that
the seal affixed (iP any) is the cozporation seal of said corporation.
Given under my hand and official seal the day and year last above written.
Q~~,..~ r Ctaw~.I~
NOTARY PUBLIC in and for the State of
Washington, residing at SnoF,p~,,,w,
My commission expires L.j.no
~
•C, J.-`'.
~ ~1• f'q • i
~ .i NOTAR :
r yn. -
~ e ~n • ~
~OllUI~C «
1.3,W •,;~`.1:",''~~P~~t! 1~ .
3
' . ' , f :t 'r. • . • • . , , . • -
. _ - ' _ . ` , .
MONIGOMERY PURDUE TEL! 625-9534 Sep 22.95 11:53 No.012 P.07 MONTGOMERY PURDUE TEI: 625-9534 ~ Sep 22.95 11:53 No.022 P.06
. l • , t ;•'ls
Y fILE90RAeCnRlE7 JIW1:1JC~: u
y~~• I 779PAGE 721 . aEOUesI o° '
eccePtea ene Barega to by: rn w ~ g4`~07 ' 95
STANTON DEVELOP~AENT COMPANI(, . WHEN RECORQED RETURN T0: THIS CE ROVAD~O FOR a Weshtngton 9enera1 paMership _ RECORp.€R~~~~
Camille Teylor Ralaton SpOXANE COUNtY WASH:
8y Dean Buildirsg Corporalion, Montgomery, Purdue, ' ~oE,UTY
general partner Blsnkinship 8 AusUn YOt. I 71 G PncE "f 2Q
, 5800 Cotumbta Cenler 95092'7025~1
~ J~ , 701 FiRh Avenue ,
By ~ ~ Seatde, WA 98104
P. Edward Dean, Presidonl ~ • ' '
_ QUIT CUUM DEED
STATE OF WASHINGTON
\ ss. The Gran(or, STANTON-SPO_K1NE LP., a Washinfllon Gmited
COUNTY OF KING pertnership, eonvaya and quil d ms tQSTANTON DEVELOPMENT COMPANY,
e Washinplon genoral partnerahlp, elollowinp doscribed rsel astale, situated
I certiy Ihal I know or have satistactory evidence that P. Edwerd Oean Is In the County of Spokane. Slate 6! Washinpton, toqalhor wilh all e(ler acquired
the person who appeared before me, end aatd person ecknowtedped that he tiUe af the prantor thereln:
signed lhis InsWment, on oalh stated that he was suthodzed to execute the
Instrument and ecknowiedped il as Ihe Preetdenl of Dean Buildfnq Coryoration. See Exhibit A attachod hereto.
generel partner of Stanton Devalopmenl Company, peneral parlner of Stanton-
Spokane L.P., to be the free end voluntary ec! 01 such party for the uses end Stanton Development Compeny and Stanton-5pokane LP. (elso reterred
purposes slated iherein, ~ lo es Stanton Spokane Umited Partnenhip), Rereby acJcnowiedga end agree
that the reel property described in Ihls Quit Clatm Daed consGtutes •eU of the
Oated: ~/aa isr , rematnder of the Property ovmed 'by Slanton Development Company In
N~" Syo''•, eccordance wllh Ihe temu of the Staiutory Warranty Oeed recorded under
t AAy Spokane County Audilor'a Numbet 9405120394 (•EtterlHodlund Oeed').
. w~~~ ~c ' O819d: Sapteober 22 199$.
Name: r.,p ! = pue~~~ ~
My -SPOKANE LP., '
NOTARY PUBLIC, Slate of Wes9500012903 S7ANTON
appoinUnonl expires _e - j s- -5~.~,~~~.•' n Washington limited partnership
~.,niu•
BY Stanton Development Campany,
Ecciso Tax Paid on
Sals Amt. Pd. ~Q 9eneral pertner
S e CaunYy 7~ By Dean Buildinq Carporalton,
B ga►era, Parinar
B
y P. Edward Dean, Prasident ~
. ~
~ QUR Cwµ OEEO PAGE2 ` Qurr Cuu►A DEEO Pi►cE 1
Saplomber 22,1995 : , September 22. 1995
• ~ .
central anqls of 120]]1050 an arc distance yo! 7s707 6feeGtj th~ `c3e
N.89•=S1SS"$, a dietanc• of 95.20 feet; thencelt. 60•~6~ 01"E. a
dietance of 45.11 leet; thenes N.63•O9•4p•E. a distanca of 130.00
leat; thence 3,24•30*20"E. a dietanc• of 110.00 teatJ thenc• S•2801414908. a dietancs ot 27.57 teet to a point hereinatter
referred to aa PoINT "H"f thence continuinq 3.18014149"E. a YOI. ~ r~ ~IiFA~E 7~ J
diatance of 17.53 teet• EXfIIBITATO
. thence 3.24-501'200E. a dietanc• of 110.00
Lnet; theace 3.65•09040"W, n distance of 120.00 teet; thence QUIT CI.AIlIZ DEED
9.4945604702, a dlstanc• of 71.10 Leet; thence 3,=9059058•e, a
dietance o! 110.00 leetj thencs 3.746{314]"E. a diatancs of 24,63
feet to a point hersinatter refarzed to aa pOI~ ■C•j thenc• FROM
continuinq 3,740431430E. a dlatanco of 24.63 teett thenc•
5.29•5915e•E, a diatanco nc 11e.00 feetj thence 3.60•00'02"tt. a STANTONSPUKANELP.
diatance o! 421.96 teet to the beqinninq of a curve concave to the nocthMeet havihq a radius of 672,00 feet; thence ~
so~thveeweCly alonq said curve throuqh a contral anqle of
20 OS 55 an arc dlstance o! 235.77 to the True Point ot ; STANTON DEVELOPMENT COMPANY
Beqlnnlnq; p71ACEL {t
Y71ACaL S t
a portion of the Rest Half of the sovthvest Quarter and Covernment
1+ partion of Governmant Lot 6, of Section S. T.25 H. R.45 E.. W, ~ta S, of Section 8~ T,2S N.. R.~S E.. N.IS., County of Spokann, State
County of Spokane, State of Naehlnqton, more partiaularly deecribed'ae of waehinqton. mor• particularly d~seribed as follovst
Lolloves
Beqinninq at the Southveat Corner of said Section 8; thence eeqinninq at tha Soathvgst Corner of aaid 6ection e; thence
N.oo•7S'07"W, alonq th~ w~et lin• of aid Soction a d~atanca o! N.00'75'0]"Si. alonq the wast lins of eaid Section a distance of
958.97 LeetJ thanc~ N.B9•2~~57"t. a distanc• o! 70.00 teet to the 95e.93 Leett thencs N.89•24'S7•E. a diatance of 30.00 feet to the
vay line of Barker Road io th~ Southveet corner of Southveet Cornar of Farcel "B" as deacribnd in statutory Warranty
east O!licsj riqht of
Parcel "8" ae daacribod in Statutory Narranty Deed recordad undor Daed racordad undar Auditor$s Oocument 80. 9403120791j thenca
. 9{OS120~91 la th~ gpokan~ Auditor'a N.89•1~~06"E. alonq th, south lin• o! eaid Parcel •B• a diatancn
1►uditor~s Document No to ths Southaast Cornar of
thenc~ N.89•Z]~06"E. alonq th• aouth line of aaSd Parcel ~69•88 f°at (Rscord 370.00 iaet)
B a diatancs of 369.88 feet (Record 370.00 faet) to the said Parcel "8•1 thenca H.00•74'OS"1i. alonq the eaet line of said
3outheaet Cotnat of said ?arcal •B"; th~nce N.00•~~~OS^W. along pa=cel •B• a dielance o1 16.81 teet to tha TRUE POINT OP BEGI the eaet line of aaid Pnrcal "H" a dietanee of 16.81 leet to the diatanceGol63]c36cfeatntonthe-No•rtheastWeornergofaeaidaParcele a
beqinninq of an non-tanqent curve eoncave to !he northveat havinq 8"; ttsence 5.89'211240K. alonq the north line of said Parcel "B"
"
a rndiue of 672,00 feet (froa vhich a rndial lin* beara
N.09•5~~02"N, ; thence northaaat~rl alon eaid cuzve thrcuyh a statut ly liarranty1Deed=tthen e'H60Q•]5122'Nf nlonqleaid eeataid
cerftral a11ql~)oL 20'OS~SS" an arc diatanci of 235.7] feetr thence
N.60•00~02~E. a diatancs o! 19g,0~ Leatt th~nc• 3.29•59~38•E, a 5189•2Sa19"WnCalonqlttte9nolrthtlin~cofdeaid•Pnrcelt'C" aadietance
diatance of 139.08 feet; thence H.60•0010I*L. a distance o! of i99.9i (Record ~00.00 le~t) to the eeet rlght of vay line of
269.96 feetr thenc• 3,29059058wE. a distance of 17,00 fectt Barker Road? tt►anCo N.00•35103"X. alonq said riqht ot vay a
thonce N.68•00f58"t. a dlstanae of 61.93 faot; thonce diatdnc• o! 183.63 Lost to the eovtherly lin• of Paresl •D• o!
N.75010158"E, n distanc• of 67.30 feet= thanc• N.e9049100•E. a said,Statutory Narrnnty DeedJ thenae 3.85•73'07•E.
alonq said
dietancs of 331.53 Leet to Lh• TRQE ppIHT pp gp,CI~ZNG= ~ence ~ eoutherly lins oL Ya=cel •D• a diatanCe of 300.00 teotj thence
N
.00•11100•ti. a dlatnnea of 119.34 feet; thence Ii.021{11p3"E. a N.34•24157"E. alonq thO eneterly lins of seld Pnccel "D" a
diatance o! 60.08 teet; thence H.00112100"N, a dietance of 120.00 diatance oL 190.00 Last; theACa N.66024'37'E. alonq aaid eeaterly
feet; thenca H.89048100"E. a diatanco o! 144.30 taet; thence
line a diatnne• of 35.47 loetj thonc• 3.18t31133"E. a dletanca of
H.00•12100"W, a diataace o! 110.00 feet• tAenes H.04•02'32"E. a 125.46 taett thance 8.05036100"N. a dietanc• o! 21.70 feet to a
distance of 17.55 fnet to a point hereinaLt~r raLened to aa poiot hereinaLter r~t~rrsd to aa POINT "71•r tAence continuinq
pOIHT "D"J thanc0 contlnuinq N.04002152"E. a dislance o! 17.55 S.05•36'00"W. a dietanCe 01 23.31 feet; thenc• 5.38014121'E. A
taet; tnence N.oO•1Z•0a"Si, a diatanc• of 310.00 ieat; thence distance o! 126.17 teetT thance 3.56•15'41°N. a dietance o! 2].]6
N.89148100"E. a distance of 724,72 feet; N.01131146"fi, a dlstance, leet; thence 5.89•71'll•ti. a dietanc• of 113.86 feet to the
. of 506.09 teet; thenc• N.71•19117•1i. a dlstancs of 51.61 teot; beqiru►ing of a non-tanqant curv~ concav~ to th~ ~ast havinq a
thence H.36121118"E, a diatance of 1A4.63 leetJ thance
' N.49013134•E. a distanc• of 37.44 Loet; thence N.67036133"E. a rndiue of 142.50 LeOt (Lroa which a radial line beara
dletance ot 140.14 feet to tho EasC 21ne of eaid Governmont Lot central'anqls)~1~15~47■san~arcidiatancg sofd80 66~Le t~tohtAe
6; thence 3,010311460E. alonq said east llne a dletance of _ 1265,76 te~t to th~ south 1Sne of eaid Cov~rnm~nt Lot 61 thenee of9] ZiSO fe tj theace souVtherlycalonq said vcurv*~nthrouqh aadius
- 5,89048100•1i, alonq aaid eouth lin• a diatance of 752.75 feet to
• + the TRQg ppINT OP HEGINHZNC;
• ' ~ . . .
~ •
I '
rueca t 1 VOL I 77 GPAGE 7211
7► portion of the South Half of the Southweat Quarter of Seetion B,
_T.25 N. R.4S E. Si.N., County o! Spokane, 9tate o! Raehinqtvn, mora
particular y eacr bed a• tollovet •
Baginninq at the eouthvest corner of said Section 8; thence
s.e9•56150"E. alonq the south line of aald Section e a distnnce
of 672.57 feet; thence H.00003110"8. a distanco of 10.00 Leet to
the northerly right of vay 11no of Kiseion Avenue and TRUE PoTNT
~ i oP HEQINHIHC= thenee conlinuinq N.00•07'10•E. a diatance of 10.00
• Leet to !he beginninq of a non-tanqsnt curve concave to the
. rtortheaet havinq e sndiua of 70.00 teet (from vhich a radial line
beara N.0000711008.)j thence northwesterly alonq eaid curve
throuqh a centrnl anqla of 86956152" an arc diatanc• of 31.40
~t~ Leet; thence N.00000102"S, a distance of 95.00 teot to the
beqinninq of n curve concave to southeaet havinq a radiue of
20.00 teet; thence northeaeterly alonq eaid curve thzaugh a
central anqle of 90003108" an arc distance of 32.47 teetp thence
N.00•02129"x. alonq a non-tanqent line a diatance of 50.00 Leet;
~ thence 3.89•S6'410B. a distance of 50.02 faetJ thenca
N.00•00'03"E. a diatanc• of 195.00 feet; thenc• 9.69056151"E. a
dietance of 30.00 Lestj thenc• N.00000102"E, a,dietanco of 180.42
teetj thence 3.890561310E. a diatanee of 215.00 LeetJ thence
, ;~¢/►Mm e~ ~ g,420290210E. a diatance of 89.99 foot; thenc• 9.596591580E. a
dietance of 182.52 tootj thence N.30000102"L. a dietancs of 25.00
• . ~ fnetp thenca N.59059138•li. a diatance o! 101.02 feet; thenae
~ N.26•49117"i1. a dietanee of 53.52 Zeet= thencs N.49006078"$. a
distanae of 185.43 Leet to the beqinninq of a rion-tanqent curve
; concava to the northeast havinq a zadius of 600.00 teet (from
vhieh a radial line beara N.494060180E) thence notthveeterly
f alonq eaid curve throuqh a esntral angle o! 03•50+060 an arc
, distance o! 40.16 feet= thence N.52056134"E, a dietance of 150.00
! leet; thence H.274411310M, a dietaace o! 145.731 thence
~ N.221410200il. a diatance o! 149.19 leetJ thenc• N.29059158"N. a
- • dietanco of 111.50 Leett theisee N.6000010408. a distanc• of
; 269.96 teet; thence 3.29•59158"E. a dietance of 27.00 feet;
thence N.*68000156't. a'distenci of 61.97 faatj thence
N.75•40'58"S. a dletnnce o! 63.30 fnet) theae• N.89148100"E. a
diatancs of 435.88 Leet to the eaet line o1 the Neat Hali of the
~ Southaest Quartar of tha 3authvest puartar of eaid Section B;
! thertce 9.01•17*37•E, along ■aid east line a distanc• of 1310.31
~ leet to the northerly riqht of vay liae of Niesion )lvenue; thence
~ i H.89056150•N. a2onq eaid northerly right of vey line n diatance
, of 1189.79 Leet to ths True Point o! Beqinninq;
I ►MCa i
. c: aaw- Vr ~
. ~ ~ , .
, ~~•..r
, JJ ~ I u~. a n. ~ ~AVC d V 1
Y01. 1727PAGE 78 . • 0, J505150'111 •
FILCf: . .
indemnify, defend and hold Grantoz harmless from any costs, damages, wliEN RECORDED RETURN TO: THIS SPACE PROVIDED expenses or liability arising from the exerctise of rig6ts uader the Easement FOA RE ER'S [JS~ •
3. ~,rminat,~q of EgAemen~. The Easement shall terminate, ns to Camille Tnylor Ralston ~T ~'g~~ (U ~b i;ri `J~
each Tumaround, at such time as the zoad from Parcel 2 entering into such Montgomery, Purdue,
'lwraaround conaects to an interior road (which may be a private or public ' Blanldnship & Austin : ~
road) of the adjacent Parcel4 ar Parcel 8, as the case may be, and all of the 58th Floor Columhia Center
owners of lots in Parcel2 are legally entided to use such interior road of the 701 Fifth Avenue
- adjacent Parcel 4 or Parcel b, as the case may be, for purposes of ingrem nnd Seattle. WA 98104
egress to Parcel 2.
. TENIPORARY TU1iNAROUND •
4. $jetcjl, ror illustrative purposes onl y, n sketcli of L1ic EASEMENTS AND COVENANTS
Turnnrountis is altached as Exbibl! C. STANTON DEVELOPMENT COMPANY, a Washington general
5. Covenant Runnkne With Land. The Easement and all the , partnership, on its own behnlf and as aominee for Stanton-Spokane Limited
eoveaunts und agreements herein ahall run with the land und be binding on Partaership, a 1Yeshington limited partnership ("Stanton'), is the owner of
s►nd inure to the benefit af a)1 future owners of Parcel 2, Parcel 4, and Parcel the real property legally dexribed on the attachud ExL[bit A("Property'j.
b, induding the Turnazounds, in accordance with the terms of this ~ Tho Property is divided iato three parcels (as described on Gchibit A):
instrument, 1 Parcel2, Parcel 4 and Parcel b. It is anticipated that each of the Parcels will
' conscitute a division of Riverway Y'illa, a preliminary plat witb ylanned unit
Dated: April 1995. development overiay zone. There are four turaaround areas legally described
on the attached Ezhibit II("fumarounds): 'hunaround 'A', 2umaroand
STANTON DEVELOPMENT COMPANY ON ITS OWN BEHALF "B",1urnazound 'C aad 7Lrnaround "D". To accommodate the segregatioa.
AND AS NOMINEE FOR STANTON-SPOI{ANE, L.P., a Washington plnttiag and development of Parcel 2 before Parcel 4 and Parcel 5, Staaton
limited partnership grants, declares and dedicates as follows:
By: DEAN BIJII.DING COIiPORATION, a Washington 1. TemnorQrv Turnaround Easements. Scanton, as the owner of
corporatian and a general paztner of Stanton Parcel 4 and Parcel 5('Grantor'), grants and reserves unto Stanton, as the
Development Company owner of Parcel 2, and all successor owaers of Parcel 2 and any portions of
Parcel 2 inW which Parcel 2 may be platted or otherwise subdivided from
gy; r ! time to dme (collectively 'Grantee7, a temporary non•exclusive construction,
P. Edward Deaa, Presidend and ingress and egress eusement ('Easemeut') upon, over and acress the
Turnarounds for We benefit of Parcel 2 and any portions of Parcel 2 into
By: HOIISi.EY DEVELOPMENT CORPORATION, a which Parcel2 may be platted or otherwise aubdivided from time to time. The
Wasluagton cocporation and a general partner of Stanton Easement is gzanted to Grantee far the purpose of 0 faalitntiag construcdon
Developm int Company on Parcel 2 by use of the 'lurnarouads For turaaround of construcaon
equipment and anq other construction retated activities indudiag storage of
By: ! coustructiou equipment and materials, and (u) cul-de•sac roads servicing
Br an Housley, Presid nt ~ Parcel 2 for pedestrian and vehiculaz ingzess and egress to complete trafiic
circulation in Parcel 2 pending connection of Parcel2 to interiar roads across
Parcel4 and Parcel6 at such ame as interior mads aze connected to Parcel2
through each 'i`urnazound, respechvely. The 'Iurnarounds may be used by
Grantor foz any purposes not inconsistent with this Easement.
2, pedir.ation to I-Iomeowners Association. Gzantor hereby
coasents and agrees, without the necessity of aay further act or deed, to the
dedication of the Easemeat to any homeowners or similar association whose
' members are the owners of lots in Parcel 2 pcovided that such associatian is
; obligated to maintain the Turnarounds and provided, further, that such
assoriation and alt af We owaers of a11 or any porhpn of Parcel 2 shall
F. E. Encise Tax Exompt -
Dalo s !S 19 ~1S
CONST[tUCTION EASEhtENT Page 2 ~ CONSTRUC110N EASEbfENT rOTPage 1
. HXHIBIT "a" voL.1727PACE 784
P7IRCEL 2-71i voL.1727PecE 783
•
A portion of the South Half oL tha Southvest Quarter and Government Lots s , STATE OF WASHIIJGTON )
and 6, o! Section 8. T.ZS N. R.45 R . W.H., County ot Spokana, State of
Washinqtol, more par cu ar y escried as lollowa: CO[JNTY OF KIIJ(i )
Beqinninq at the Southvast Corner ot said Section e; thenca ' On thi.9 ~~-daY of April, 1995, before me personally appeared
N.00135103"W. alonq the weat line oE said Section a distance o! 958.93 P. EDWARD DEAN, to me ]cnown to be the President of DEAN BUILDII`IG
feet; thence N.89024157^E. a distance ot 30.00 feet to the Southveat CORPORATION, a Weshington torporation, and BRIAN HOUSLEY, to me
corner o! Parcel "B", as deacribed in statutory warranty oeed tecozded knawn to be the President of HOUSI.EY DEVELOPMENT CORPORATiON,
under Auditor'e Dacument No. 9405120394; thence N.89•27106°E. along a Wasbingtaa ColpOretion, the COrporatioas thet exeCUted t}10 within and
the eouth line oL eaid Parcel "B" a distance o! 369.68 feet (Record ~ foregoing 1n9trument ae the Geaetel PBrtaere of STANTON
370 . 00 leat) to the Southeaet Corner of said Parcel "s"; thence i DEVEIAPMENT COMPANY, a Washiagton genaral partaershiP, oa its own
N.00074105"a. alonq the east lina of gaid Parcel ^B" a distance of I behalf und as nominee for Stanton-Spokane L.P., a Waslungton limited
16.81 feet to the beqinning of a non-tangent curve concave to the partnership, and acknowledged said instrument to be the free and voluntary
northweat havinq a radius of 672.00 feet (lrom which a radial line I act and deed of their respective corporations and said general and limited
beare N.09054102"w.); thence northeasterly along said curva through a , partnerships,for the uses aad purposes therein mentioned, and on oath
central angle ot 20•05155" an arc distance o! 235.71 Eeet; thence ~ stated thut they were authorized to execute said tustrumeut and thac the
N.60 •00' 02"E. a diatance ot 421.96 feet to the TRUE POINT OP ! seals aL(ixed, if nny, are the corporate aeals of said corporafiona.
BEGINNING; thenca continuing N.60•00102°E. a distanca oP 86.08 Yeet; ;
thence 5.29059 158"E. a distance o! 159.08 teet; thenca N. 60° 00' 02"E. a ; IN WITNESS WHEREOF I have hereunto set my hand and afTued my
distance of 269.96 leet; thence N.29049' S8"W. a distance ot 83.51 ~ official aeal the day aad year first above written.
Leatl thonce t7.31•07119°W. a distance oL 66.19 leetj thence !
N.27•15146"W. 8 diBtnnCe o! 13.00 Leet; therce N.40030115"E. 8
distance o! 172.59 leet; thenca N.18108102"E. a distanca o! 141.63 featp thence N.09•04154"W. a distance oi 477.99 feet; thence
11.34071154"W. a diatance ot 39.57 Leet; thanCe H.06043128"W. a ~~:••'~ON 0 .
diatance of 120.00 leet; thenca N.02•07123"W. a distanca oi 100.28 , y e• CAMILLE7AYLORRALSTON
feet to the southerly line o! Parcel "71", ae described in a Statutory ~ ~AR * Notary Public, State of Wes n~
warranty Deed recorded under ]luditor's Document No. 9405120394; thenca *pt
~ ~ . Myaypointmentezpires
alonq the southerly line oP said Parcel "A" 5.80040157"W. (Record pU9V~p ~ p
5.81•161W.) a distance ot 556.39 feet to the northeastarly corner of
Parcel °D" of sald Statutoly Wairanty Deed; thence 5.66•24157"W. alonq '~lFQFWA~\ '
the eastarly line of snid Parcel "D", n distance ot 345.47 leetj
thence 8.32•18111"E. a 8lstance ot 181.40 leetj thance 5.12•21134"W, a I
distance oi 29.18,feet to a point hereinalter referred to as PoZNT
"A"J thence continuinq S.11121134"W, a diatance of 29.18 leet; thence {
s.50•20123"E. a distance ot 132.50 leet; thence s.01012147"w. a ~
distance ot 71.97 faet; thenee 5.89925155"W, a distance of 110.00 feet
to the beginning of a non-tanqent curve concave to the southweat ~
havinq a radiua o! 342.50 feet (lrom xhich a radial line bears !
5.64013128"W.) thenca aoutharly along said curve through a central ;
anqle of 05126101" an arc distance of 32.48; thenca N.89125155"E. a
distance ot 95.20 Laet; thance N.60•76101"E. a diatanca ot 45.11 leet;
thence N.65009140^E. a distnnce o! 130.00 feet; thance 5.24050120"E. a
dietance oP 110.00 leet; thence 5.28014149"E. a distance oP 17.53 feet
to e point hereinatter reterred to aa POINT "e"; thence continuing
S.18•14149"E. a diatance of 17.53 leet; thence S.24150120°E. a
distance of 110.00 leet; thenca 5.65•09140"N. a distance oP 120.00 .
Eeet; thence S.49055147"E. a diatance oP 71.10 Yeet; thence ~
5.29059158"8. a diatnnce o! 110.00 feat; thence 5.74043143"E. a distance ot 24.63 feet to a point hereinafter referred to a POIHT "C"; i
thence continuing 5.74•43147"E, a distance ot 24.63; thence i
S.29159150"E. a dietance o! 118.00 feet to the True Point oP ,
Beginninq; i
Containinq 15.61 Acree, more or less
CON9TRUCTION EA3EbtENT Page 3
; • , , . . . . . ,
PARCEL 4: YO1.1727PhcE 7SG . PARCEL 2-Bs ruL. 1I ,c r rauc 1 uJ
-
A portion of the west Ha1E of tha Southwest Quarter and Govornment Lots 5, A portion of the South Ha1P of the Southwest Quarter and Government Lots 5
at Section e, T.25 N., R.45 E., W.N., County o! Spokane, State of and 6, of Sactlon 8, T.2p N.. R 4S E, W.H., County of Spokane, State of
wasnington, more particularly describad as lollows: ' Washington, more particularly described as Pollovs:
Seginninq at the Southwest Corner of said Section 8• thence 8eginning at ths Southvest Corner of said Section ei thenea
N.00975t03"N. alonq the west line of said SeCtion a/diatance of 958.97 N.oo•75~0~"W. alo~q the„veat line o! eaid Section a distance of 958.9~
Peet; thence N.89026157^E. a distance of 30.00 Eeet to the Southvest feet; thence N.89^24 S7 E. a distance of ~0.00 leet to the Southwest
corner of Parcel "B" ae described in Statuto Warrant Deed racorded , cornar o! Parcel B, ee deacribed in statutory Warr~nty Dned recordad
under Auditor s Documant No. 9405120394; thence N.89 23 06 E, alonq
under Auditoz's Document No. 9405120394; thence N.89°23106^E. alonq the south lina of said Parcel "8" a diatance of 169.88 leet (Record
the aouth line of said Pazcol "B" a diatance of 369.88 Leet (Record 370.00 feet) to Ehe Southeast Corner of eaid Parcel ^8°j thence
370.00 feet) to the Soatheast Corner of said Parcel "B"; thence N.00074105"W. alonq the eaet line of 9aid Parcel "B^ a distance of
H.00•34104"w, alonq the east line of eaid Parcel "H" a distanca of • 16.81 Peet to the beginninq of a non-tangent curve concava to tha
16.81 leet„to the TRVE P°oINT op BEGINHZNG; thence continuing northaeat havinq a radiua o! 672.00 taet (from whieh a radial line
N.00034 OS W. alonq eaid east li„e~a Qiatance oL6J7.7~ Leat to the beara N.09054102"W.); thence northeaeterly along eaid curve through a
Northeast corner of eaid Pnr„el B, thenca 5.89*22 24 W. alonq the central anqle of 30005155" an arc dlatance of 235.79 leet; thence
north line of said Parcel H a distanee o! 170.13 Leet to the east N.60•00102"E. a distance o! 508.04 Leet; thence 5.29059158"E, a
line o! Parcel ^C" of said Statutory Warranty Deed; thence distanee of 159.08 leet; thence N.60°00102"E. a distance o! 269.96
N.00175122"W, alonq said east lina a distance o! 199.97 feet (Record leet to the TRUE POIHT OF BEGINNINGj thence 5.29•59158°E. a dietance
200.00 Peet); thence 5.89•25119"W. along the north line of said Parcel o! 27.00 Peet; thence N.68000158°S, a dietanca o! 61.93 feet; thence
"C" a distance of 199.91 (Record 200.00 feet) to the east right of way N.75040158"E. a distance of 67.30 Peet; thence N.89048100"E. a
line of Barker Road; thence N.00°35101"W. alonq said riqht of vay a distance o! 771.53 Leet; thence N.00012100^W. a distance of 119.34
diatance of 187.65 feet to the southerly line o[ Parcel pD^ of said Peet; thence N.02•41'030E. a distance of 60.08 feet; thenCe
Statutory Warrantw Deedj thenCe S.851]3'0]"E. alonq seld southerly N.000 12100"W. d dlstence of 120.00 Leet; thenCH N.89°48100"E. a
line of Parcel D a distance of 300.00 feet; thence N.74•24157"E. distance of 144.50 feet; thence N.00012000"W. a distance of 110.00
alonq the easterlw line of said Farcel "D^ a diatance o! 190.00 feet; leet; thenca N.040021520E. a distance of 17.55 feet to a point
thence N.66 34 S7 E. alonq eaid eaeterly line a dietance of 3.77 leet; hereineiter reterrad to a POINT "D"j thence continuing N.04002142"E. a
thence 5.32•18111°w a diatance of 181.40 teet; thence 5.12•2113411W. a diatance of 17.55 featp thance N.00012100"W, a diatance of 110.00
distance of 29.18 leat to epointhereinafter relerred to as POINT leet; thence N.89148100"E. a distance o! 324.72 feat; thence
"A"; thence continuinq 5.12021 34nW. a distance of 29,18 teet; thence NO1•71'46"N. e distance of 506.09 teetT thence N.21•19117"W. a
5.50020123"E. e distance o! 132.50 ~eet; ^hence S.01112147"W. a distance of 51.61 leat= thence N.560211190E. a dietance of 144.63
diatanca o! 71.97 feetj thence 5.89 25 SS W. a distanca of 110.00 feet • feet; thenca N.4901715408. a distance of 37.44 ZeetJ thenee
to the beqinninq of a non-tangent cuzve concnve to the southweat N.67036137"E. a diatance of 140,14 laet to the Eaet line of said
having a radius o! 742.50 Leet (irom vhich a radial line beera Government Lot 6; thenca N.01031146"W, along said east line a distance
5.64•13128^W.)~thence eoutherly alonq said curve through a central of 67.56 leet to the Center Quarter Corner of said Section 8; thence
anqle o! OS 26 O1 an arc dietance of 92.481 thence N.89125155"E. a N.01•32154"W. alonq said east line a diatance of 425.52 leet to the
distance of 95.20 Leatj thence H.60•36101^E. a distance of 45.21 Peet; southerly line of Parcel "A", ea•deacribed in a Statutory Warranty
thence N.65•09140"E. a dietance of 170.00 feet= thence 5.24050120pE. a Deed recorded under Auditor's Document No. 9405120794; thence alonq
diatance of 310.00 feet; thance 5.28•1449 E. a distanee of 17.53 feet the southerly line of said Parcel "A" the lollovinq two (3) coursea:
to a point hezeinafter referred to as POINT "B^; thenca continuing (1) 5.46•21101"W. a distance of 763.75 feet (Record 5.550521W.
&.28•14149"E. 8 di9tance of 17.53 lflet; thanCe 5.24150120"E. a 762.20 leet)j ,
d18t8tiCe of 110.00 t@Bt^ thence S.65009140^W. d dlBtehCe o! 120.00 (Z) 5.63'13104"W. e dlBtenea o! 688.58 leet (ReCOrd S.631491W.,
feet; thence 5.49 55 d7 E. a distanca of 71.10 leet; thence 685.80 feat);
5.29°59158"E. a distance o! 210.00 Peet; thence 5.74043147"E. a thence 5.02007123^N. a distance of 100.28 leet; thence 5.06143128"W, a
distance of 24.63 Peet to a point hereinafter reEarred to as POINT distance of 120.00 feet; thence 5.74031154"E. a diatance of 39.57
"C";othenc„ continuing 5.74043147"E. a distance o! 24.67 feet; thence feet; thence 5.09004156^E. a distartce of 437.99 Peet; thence
5.29 59 58 E. a dlstanCe o! 118.00 leet; thenCe 5.60000102"W. a 5.18008102"W. 8 d18t8nCe of 161.63 leHtj thenCe 5.40030115"W. 8
distance o! 421.96 feet to the beginninq of a curva concave to the distance of 132.49 faet; thenea 5.270I5146"E. a distance of 17.00
northvest havfnq a radius of 672.00 Peet; thence southwesterly alonq leat; thence 3.51•07119"E. a distance of 66,19 faet; thence
said curve through a central anqle of 20•05155" an are dietance of 5.29059158"E. a distance o! 63.51 Peet to the True Point of Beqinninq;
275.73 to the True Point of Seqinninq;
Containinq 26.48 Acres, more or less
Containinq 10.89 Acres, more or less
YOI. 1727PAGE 758 PARCEL s: . YOt. 1727 PAGE 7$7
SzHiBZT B A portion of Government I,ot 6, of Section a, T.25 N, , p.aF F_, W.H., County
of Spokans, State of irashinqton, more parti4cularly desaribed ns tollows:
LEOAL DEBCRIPTI02t Beqinning at the Southwest Corner of said Sectl.on 8; thence
pOR N.00135103"W, along the vest line of said Sectlon a dietanCe of 958.99
TIIR2tAROU2lD SABEMHNTB PaetJ thence N.89•24157•E. a dietance of 70.00 feet to the esst tight
of vny line of Barker Road to the Southvest corner of Parcel "B" as
described in Statutory Warranty Deed recorded under Auditor'a Document
TURNAROUND A , No. 9405120794 in the Spokane Auditol'8 41tiCe) thenCe N.89023106"E.
alonq the south line of said Parcel "8" a distanca of 369.88 feat
A turnaround easament over a portion o! Covernment Lot 5 of (Record ]70~OUfa^t) to the Sotttheast Corner of said Pazcel "8";
section 8, T.25 N.t R.aS E., w.H., County o! spokane, State of ~enca N.OO 34105 W. along the east line of eaid Parcel °B^ a distance
,Was ngton~escr~bed ae fllovst of 16.81 feet to the beginninq of an non-tangant curve concave to the
northweat havinq a radiua of 672.00 leet (Lrom which a radial line
Beqinninq at the a6ove described Point "A"j thence beare N.09054102"W.); thence northeastarly along said curve through a
n central angle of 10005OS5" an ara diatance of 235.73 leet; thence
N.12021134^E. a dietance of 29.18 leet; thence N,72 18 11 W. N.6a•00102"E. a distance of 499.04 teet; thence 3.29059158"E. a
. a dietance of 51.83 feet; thence 5.57041149°W, a diatanca of dlatance of 159.08 leet; thence N.6000V02^E. a diatence of 269.96
150.27 Leet~ thenMe 5.72018111"E. e distance of 150.00 Yeet; feet; thence 5.29059158"S. a distance of 27.00 feetj thence
thence N.57 41 49 E. a dietance of 127.69 Peet; thence N.68000158«E. a distance of 61.93 teet thence N.75040158°E. a
N.50020127^W. a diatance of 59.59 feat; thBnce N.12021174"E. distance of 63.30 leet; thence N.69048100"E. a diatanee of 771.53 Paet
e distance of 29.18 teet to the Point o! Beginninq to the TRUE POINT OP BECINNINGj thence H.00112100^N. a distance of
119.34 leet; thence N.02•41103"E, a distance of 60.08 feet; thence
N.00012100"W. a distance of 120.00 feet; thence N.89048100"E. a
distance of 144.50 Peet1 thenee N.00012800"W. a distanca of 110.00
TURHI~ROUND e Yeet; thence N.06•02152"E. a distance of 17.45 feat to a point
hereinaPtar referred to as POINT "D"; thence continuinq N.0410215211E.
A turnaround easement over a portion o! Govetnment Lots S of a distance of 17.55 Leet; thenee N.00•12100"w. a distance o! 110,00
Section B. T.25 N:_~R.45 E., N.H., County of Spokane, State of feetj thence N.89•48100•E. a distance of 324.72 Peetp N.01171146"W. a
Hashirtqton, deacrYbeq as tbllowss dlstance of 506.09 teet; thence N.21119117"W, a diatance o! 51.61
faet; thenca N.56121118"E. a diatance o! 144.63 feet; thence
Beginning at tha abava described Point "H"j thence N.49•13'S4"E. a distance o! 77.44 feet; thence N.67076133"$. a
N.28014149"W. a distance o! 1'1.53 Leetl thence N.24050120"W. dlatance of 140.11 lent to the Eaet line of eaid Government Lot 6;
a dlstanco o! 57.50 laat= thenee 6.65109140^W. a distance of thence 8.01031146°E. along aaid eaat lina a dietance of 1264.76 leat
150.00 Leet; thence 8.34050130"E. a diatance of 190.00 tset; to tAa gouth line of said Government Lot 6; thance 5.89°48100"W.
thence N.65•09140"E. a distance of 152.08 leet; thence along said south line A distance of 752.75 teet to the TRUE POINT OP
N.24150110"W. 8 dl6tdrtce o! 57.50 lHHt; thHnC6 N.2811614911W. ' B£GINNING; '
a distanca ot 17.57 leet to the Point o! Heginninq
Containinq 12.56 Acres, more or leas
TURt7AROIIND "C"
i
A turnaround easement over a portion of Government Lot 5 of
Section BS T.25 N.. R,45 E., W.H., County of spokana, State of
WasTiington, deecribed ae follovs:
Saginninq at the above described Point "C"; thence
N.74•43143"W. a distanca of 24.63 feet; thence N.29059158°W. a diatance o! 57.50 featj thence 5.60000102"W. a diatance of
150.00 leat; thenca S.29059158"E. a diatanca of 150.00 feet;
thence N.60000102"E. a distance of 184.67 feet; thence
N.24154158"W. a distahce of 57.50 fast; thenca N.74043143"W. a distance of 24.63 feet to the Point of Beqinninq
voL.17 2 7 PaGE 790
, VOI. 1727PAGE 789
TIIRNAROUNO "D" •
' A turnaround easement over a portion of Government Lot 6 of
EXHIBIT C section e, T.as x,_,_Z,4SE, w.x., county of Spokane, state of
as ng on, dascr ba~d as Lbllovss
Beqinninq at the above described Point "D"; thence
• N.04•02152"E. a distaaca o! 17.55 feet; thence N.00013100"W.
a distanca of 47.50 leet; tdence N.89448100"E. a diatance of
/ 150.00 taet; thence 5.00012100"E. a distance of 150.00 leat;
~ thence 5.89•48~00"W. a distance o! 152.60 Leet; thence
~ N.oo•12l0o"w, a dietance of 47.50 feet; thence N.04•02f52°E.
a dietance of 17.55 laet to tha Point o! Heqinninq
~
nURw+RouNO ` PARCEL 2-B i .
EASQIENT A
PARCEL 2-A ' • '
TuwWour+o
TURNAROUND ~ E/~SEMEN? 0
~ ~sw~r s
tuRWouHo PARCEL 5
PAF CEL 4 EASEMENT ~
~
PARCEL 3 FARCEI. 6 (
` l !
PARCEL 1
; •
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- I
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3507240089 . YO1.17 51 PecE -6 4 4
MITIGATION ACREE iVT 4. At the dme of (ssuance oC e buildloe permit by Spokane County or such othet
i 75 municipality acurdng jucisdictton ovu Ne propeny fot conawcdon of a dwelling, Devdopu
. 1 PdGE V 43 or his successors ahall pay in tash to the District the aum of seven hundred fitty dollan and
THIS is an agreement entered into by and between the Central Valley School Disvict No. -00/100 (E750) for each new single family rcsidenQal unit.
356 (hereinaRer refemd to as 'DisWct' and WELCO Qroup, Incorporated hereina(ter re[erred
to as "Developer'). • 3. The County of Spokane or such other municipaltty asserting Jurisdicdon shall not
R G C I T A L S issue a building permit far any raidential unit within the development wtthout proof of payment
of the wrtu rcquired undu thb Aerament. Provided, however, that ahould Spokane Counry
rcfuse to requtre the paymmt pmvidod herein as a condidon of obtnining a building permit, the
1. The Developer has su6mitted to Spokane County a PUD known as RIvenvay partia agrce to negotiate in good faith an allemative coiladon proau.
Vill ~ ~more pazticularly described in Exhibit 'A' attached hereto. This proposed subdtvision
• Is lo~3ted in an area which is served by the District. 6. Mitigation paymrnts shell be uxd es followa:
2. Riverway Viila wfii cantain three hundred and sizty-five (365) new rcsidential A. Payments shall be held in a neserve axount end shall be eapended to fund
units which, upon completion, will gencrate new studenb which will have an impact on the the District's capital needs which are rcawnably neassary in ocder to
District's capital facilidn. mi8gate the impact of the lnctease in student popnlaGon due to the
devdopment of Riverway Villa. .
3. The District Is cuaenUy operadng over its capacity and will continue W do so '
whea Riverway Villa is fully devvoped unlas additional student housing is provided. D. Tlie paymmts shaU be apended in al! cases wilhie five yean of District
• collxGon; and
4. The District dces not have facilities awallable W ac;commodate the addidonai
studenu generated by the Rivenvay Villa development. ' C. Any payment not expended within five years of callection shall be
refunded with tnterat at the rate applied to judgemenu to the pioperty
5. A dispute has arisen between the parties as to the steps which should be taken by owners of ra:ord at the lime of the refund; however, iC the payment is not
the Developer to offset the impact this development will have on the District. In order to expended within five ypn due to a delay solely attributable to the
resolve this dispute, the parties have agrad as follows: Developer or builder, the payment shall be nfunded without interest.
NOW, THEREFORE, for good and valuable oonsideration, the receipt and 7. The parcies aclotuwledge that the proviaions of this Agrxment may be atfated
sufficiently of which is henby acknowledged, the parties agree as tollows: by action of Spokane County in connx6on with the approval of subdivision, ne parties agree
lhat i[ Spokane Counry fails to approve Rivecway Villa, this Agrcement is null and wid.
1. Developer and the District agree that this Mitigation Agrcement fs a volunlary
agreement which ls rr.uonably necessary in ordu to mitigate the direct impaet an the District S. 'I'he mitigation fa per unit shall not be inereased or reduced for a perioQ o( three
of additional students whtch will be generated by the development and for which there Ia no years following approval of Rivenvay Vil1a by Spokane County. Tha final ptat shafl provide
appropriate facilities to house such additional studenq. a covenant on the face of the plat for the payment of the miGgadon for each lot in the final Dlat
as provided by Ihia Agrament. .
2. In exchange for the promixs of the District as contained in this Agrcement,
Developer agrees to make payments to the District as specified below. 9. 'Ihe terms and condiGoru hereundu shall be adopted as a condition of final plat
approval of the development. 3. The Dislrict hereby agrees that the performana of the conditions in this
Agreement by Developer shall constitute midgation and offset of adverse impacu of Riverway 10. The District shall exxute any documents to release the covenant descn'bed in this
Villa developmertt to the District. Notification will be given to Spokane County by the District Agreement, if required by Devdoper or his successors and assigns upon sadsfaction of Qayment
. that impacts to the District from this development have been miGgated as a result o[ this under this Agreement.
4Agrcement.
~ 11. This Agreement is made with nCerence and is intendod to be conswcud ln
. 1 2
' • ' ' .
Y01. 1751PiGf 645
accordance with the laws of the State of Wnshington. The pazties agree that the venue for any
suit brought unda this Agrament shall be exclusive[y in Spokane County, Wazhington. Should
any provjsion ot thls Agrament be dxlared [nvalid or In conflict with any law of the State, the
validity o[ all other provisions shall nmain unaftected and in full force and effecG
12. 'fhis Agreement shall consdtute a covenant running with the property described
• in Fxhibit 'A' hereto and ahall be bfnding upon and enuro to the benetit of Ihe hein, acecuton,
administratora, successon and auigns of both the parties hereto.
13. This Agrament consQtutes the endre agrament betwan Ihe partles end no
modificadon: ar revistont shall be bindinQ unless made in wriUnQ and signed by thn parties
hereto.
- WELCO GROUP, INC. CENTRAL VALLEY SCFi00L DIS"1'RIGT N0.356
P.O. sox 2825 19307 s cnrnLno
Redmond~98073 , C~GREENA A 990 .
By:-ic $y: .
' Dated: 9' ~o Dated:
. , , . ~
. STATE OF WASAINGfON )
: ss
' Counry of Spokane )
I On this day pcnanally appeared before me 1 1L✓r&s rn0A n , to me
known W be the indivtdual described in and who exxuted the forcgoing Insuument, and
' acknowicdged that he signed the same as his fra and volurttary act and dad, for the uses and
- , purposa thenin mentioned.
~~njr.4'. n!FN under my hand and offiaal seal this day of mQ-n~ , 1994.
l, T '~~t~~,,'. t U
~ . J/• ~2+C.~
•~PI,~ ~~1~~~1 . I~.AX~.I~
Notary Public,.~n for the State of WashinBton
_ o ~ residing at FS[ ~
~ ~ e~ya~~~ My Commission Fxpires: I~dh~`'1K
, ~y?~°FZW►.~~ ~n - 3
f ' , . • . .
Da11B'T ^ vot.17 51 PacE 648
•
. YOI. l'7 51 PAGE 647
Order No.t JB-182888 . Order No.t JB-182886
LEGAL DESCRIPTION (LEGAL DESC. CONT.)
1'he West hall of the Southweet quarter snd the Flest half of the rtion o! the Southweat Quarter o! 3ectian 8. Townehip 24
Southeast guarler of the SouGhwest quarter and Covernment Lota S and (D) A po
6 0l Section 8, Tovnahio 25 North. Ranae 45 East, W.M.,t North, Range 44 Eaet of the Willamette Heridian, described as Lollowst
EXCEPT County Aoada on the Weet 30 Leet and South 20 Leet; COMMENCING at the Neat one-quarter corner of Section S. Toxnahip 25
North, Range 45 Eaatithence South 00'35103' Eant, on the West line of
AND EXCEPT the folloaing 4 Tracta : the Southweet quarter o! said Section 8, a diatance of 450.00 Peeti
(A) That Yin9 Northerly of the thence perpandicular to said Neet line North 89'24'57" East a diatance
portion of Government Lote 5 and 6 1 of 30.00 leet to the Eaet right-ol-way line of 8arker Road the TRUE
following deacribed line: POINT OF HEOINNINOi said point also being the South line o1 thaG
ertain parcel of land ae conveynd to Nashington Btate Parka and
BECINNINC at a point on the Weat line of said CovernmenG Lot 5, 450 c Recreation Commisaion, by Statutory Warranty Deed recorded Auguat 25,
teet South of Che weat quarter corner of said Section Bi thence East 1988 under Auditor'■ Piln No. 8809250252, thence along aaid South line
at right anglae with the NeaE line o! esid Section, 330 Leett thence North 69'24'47• EasE p distanee of 300.00 Laet; thence conCinuing along
North 81'16' EaaE, 990.5 teetl thence North 63'A9' Eaet, 685.8 teet; eaid South line North 80'60157" Eset a.diatance of 434.35 feett thnnce
thence Nozth 53'S2' Eaat, 762.2 feet more or leea to a point on the , leaving aaid South line, South 66'24'57' Weat a diatance of 349.24
East line of said Government Lot 6, aaid point being 425.3 feet North feett thence South 34'24'57' West, a distance o! 190.00 teeti thence
of the center of said Section 8t North 85'75103' Weat, a distance o1 300.00 feet to the Eaet right-ot-
• way line of Barker Roadt thence North 00•35'03" West along said right-
(B) ?hat portion of tha Southweat quarter of Section B, Townahip 25 of-way a diatance of 700.00 taet to the TRUE POINT OF BEGINNINCt
North. Ranga 45 Eaat, W.H., deacribed aa tollows:
Situate in the County of Spokane, State o! Washingto~.
COMMENCING at the SouthweaC corner of said Section 8; Ehence North
00'00149" Eaet, along the Weat line of eaid Sectioo 6, a diatance of
959.00 faett thence South 89'59'11 East, a diatance of 30.00 feet to
the True Point of Beginning of thia deacription, aaid point being the
Eaat line of Haker Roadi thence continuing South 89'591111 eaat, a
diatance of 370.00 feett thence North 00100149' Eaat, a diatance of
650.00 feet; thence North 89•59'11" West, a dietance o1 370.00 feet
East line of Barker tioadt thence South 00'00'49" Weat, along the East
line o1 said Barker Road, a diatance of 650.00 feet to the Point of
Beginning;
Situate in the County of Spokane, State of Washinqton. ' •
(C) BEGINNINC at a point on the Weet line of said Covernment Lot 5,
1809 teet Nocth o£ the 9outhwest corner of eaid Sectiort 8; thence East
30 feet to the True Point of BeginningJ thence East 200 feet; thence
South parallel with the West line o1 eaid Lot 5. 200 teet; thence WeaG
200 teet to a point 30 teet East of the Hest line of said Lot 5= thence
North parallel with said West line and 30 feet East thereof 200 feet
to the True Point of Beginning;
Situate in the County of Spokane, State of Waehington. '.LEGAL DESC. CONT.)
' ~ • '
_ y ........-'IIkY.E~1F7
. , . ' / 3 78 • 9407060714 ~4~~~4~o~G,ot~t+~ioccaocn ~u.
REGUEST eF ~,F.RlC4 TiTl[ ~
• FlLCD fOR RECORO AT qEd{/(yT pI • Ja 3 34 • l• f Sq
~
• Wit Li „
WMBN qeCOROEO H[TURN 70 : SPOKAHC. CQUHI'i. wASH.
Pacitic Coast Investment Co. '
315 Norton Building
. seewe, Washington 98104 ; YOI. 1 E),`Z j pdGE 603
:
- :
Ue Ift 21
Assignment of Deed of Trust
For Value Rcceivcd, the undun=ned u Beacfkiary, dereby ¢rana, mnveys, atsiyu aad transfen r^
WEL_CO GRaOE.._.Itl^ a-W8shingran Cn=potp•{„-
~
whou addressis___..P...Q-B- 2B 5~.,,= •,dm•,rdr-WA-9803'
. cll brnefrcisl intaest under thu certain Dad of'ituu, ducd _1(8y-10 , I9_9.A_ , taecvted
' bY ST]INTON DEVLLOPMEM~_CQKQgNy._&_jiaa2yjny,ron r_nneTal p,a,t1APTg~^ Gryqtor,
. ~o TRANSAlIIItTCA TITI.E_P{~S1yMCE._CL)l1PNrv lYuiix.
md recorded oe -'i8Y_.1 a . 19 _92. under Reawdias No. S0512039 S
\ Recnrdsof._Spokan^ 0:0mtY.
Washington, darnbing land t6ercia ac
\ LEGAL ATTACHID NERETO
Togethrr with nole or notn therem described or referred 10, iAe moaey due and eo beeome due iAereon, wit6 intercst, and all
righis accrucd or to accrtrc ualcr Laid lkcd of Truu.
Daied_1SiII" » 19_9.A.
QASU'MEN'P COMPANY
PACIPIC ~ ~ry~
• ~ ~ / .
• • OFFICfqLSEAL
' SHERROD L. MELIUS Br
NOTAAYPUBlIC51ATE0FYJA$H;N~Tpy Robert H. Chesterfield, Sr., President
YYCOYYISSIONEI1PUI112-20-0 BY
(Ncmc•Tnk)
STAT£ OF tVASHINGTON. - STA7E OF WASHINGTON, '
ss. n
County of Cnumy oJ Rlrtg ,
• 1 hsrcbr ttnJy tlut 1 knov ot davr ueulaeeory ! anJy thn ! Ynew a 6ave su6fartoryevideae thr
. . evidenceth• Rnl.nrt A_ r1PQYPrFjPI[]- Cr
n t6e penon w6o i7Prarcd Erlon me. aa0 wd penoa aeknowkd{ed ehat
u ihe pcnon rM appeucd Ecfurs me. aod:aid persoo (-6e_) uyacd tEis uou'umcw. oa ou6 aned " Ae is
_ ,ctnowtcdsed thu (-Le_) uqnd this murrr ureor4ed w sucvu the imuumem am atno.keped 'n u the
' mcm and acknoWkd`e0 uto be (rt PrPaidenr p( bAri f4 c rnaat rnveatmeAt
_ aad voluntary act fw the uus aod purpmsc meniwoed ro.p.- .
1n 174s ms1NlIK04 to bo the Gee and voluosary w of weA pvny (or IEe wes sn0 purposes
. RlC9t100td io 1h1f WriNmtllt,
~ Diica- Dued:
. , Nwa.y RrdlK rn ondjw fAr Smrc/ li'aslentita4 Xanr ANk G modJar dir Sv» M K'axiiihVron,
' irrtdmg m ~p cpwr~~p ,
1~0.......LU~...e~•rmns MICCPO(MRM!IfR±Y_b--
~
~ • •
. ~ i • . Yo~.1G21az IiOri
~ .
YOL 16 21 PAGE 604 ,
, 4 EI Aportion of the SouthvaAt quarttrr of the Southw"c er o[
said Section 0, more particulerly described a• tollow'" '
The west halt of the Southveet quarter and the Nes[ halL of the '
Soueheaec quarter of [ha Sou[hveit quarter and Covernment Lota S and rOMNEMCINC st the Southweat corner of said gectlon dohicm =s -narked
6 0( Saccion B. Tovnehip 25 North, Range 45 East. W.M.,t by a SpoY.ane County braes cap at ehe interseecion oC Mtt sj-c`+ sm'
Rods, aaid point belnq the true point of beginnin-p r'~ =I ;na~and
EXCEP? County Roads on the Weat 30 Leet and South 20 taet; hereinatcer deacribeds
AND EXCEPT Ghe !ollowin S Traets : Thence alon the Wester! line of aaid Sectlon 8 Nortk, CO'=-'i
9 888.91 feet9 thence departing aaid weaterly line Norctc 89'=="Ci, ~Jeat
(A) That portion of Government Lot9 5 and 6 lyfng Northerly o[ the 300.70 Leet; thence South 29'56'26' east 215.95 [era: C"^<< Eaat
following described line: 00'00'01" West 706.49 Leet to a point on the Southet-'7 5oueh
Section 8; thence North 89'56'50' wesc 099.99 Lee[ tm the -v~ said
DECINt7ING at a point on the West 13ne of said Covernment Lot 5. 450 0[ btqinning; ~i~~
feet South of the t+eet quarter corner of said Section 8; ehence ¢ant
at righc anglas with [ha Weat lLne of said Section, ]JO Leet: Chence E%CEPTINC T!lEREFROM the right-ot-vay of Barkar Road and 6=s* riqht-
North 01'16' Eaec. 990.5 Seet; thence North 63'49' ¢aat, 685.8 leee; oL-way of Misaton Roadt
thence North 55'52' Eaat, 762.2 Ceet more or less to a point on the
East lane of sald Covernment Lot 6, aaid poine being 425.3 feet HorCA Situate in the County of Spokane. State of Naahington.
of Chc center of eaid Section 8; -
Satuate !n the Caunty of Spokane. State of Neehingcon.
181 That portion of the Southweet qunrter of Stctton 8. TowncAip ?S "
Nortb, Ranae 45 East, w.M., described as follows:
CONMEttCItIC at Che SouChwest corner o[ •a►d Saction 6: thence North
00'00'49' Eaat, alonp the Weat line of said Section 8, a diatance of
959.00 Ceec; thence South 89'59'11" Eaat, a diatance of 70.00 teet to -
the True Point of Beg►nning o[ this deacription, aaid point being ehe Eaet line of Haker Road; tAence continuing South 89'59'I1' Eaet. a
dintance of 370.00 Ceet; thtrnce North 00'00'49' East, a dietance of
650.00 Ceeti ehence Noreh 89'59'11' west. a distance o( 770.00 feet to
the Easc line of Barker P.oad: thence South 00'00'49' weat, alona the ~
East line of said Barker Road, a distance of 650.00 feeC to the•Point .
o[ Beginning;
Situate in the County of Spokane, SCate of Naeh►ngton.
lCl DECINNINC at a point on Che NesG line of said GovernmenC Lot S.
1009 feet North o[ the Southwest corner of said Seceion Bi thance East
30 tect Co Che True Point of Brainning; thence East 200 feet; thence
South parallel vith the West line of aafd Lot S. :00 LeeCr Chence Nest
200 feet to a poine 10 feet Eaat of the West line of ■aid Lot 5; thence
North parallel with said Weet line and JO [eet Eaet thereol 200 teet .
to tbc 1'rua Point o( Beginningt
Situate in the County of Spokane, State of tlaahington. I
(0) A portion of the SoutAveet Quarter o[ Section B, Township 25 ~
North, Range 45 East of [he Nillametce Herfdian, deecribed ae Lollowa:
COMMENCItIC at Che West one-quarter corner o( SecGion 8, Township 25
North, Range 45 East: thence South 00175103' East, on the West 11ne o( I
the Southveet quarter of said Section 8, a distance of 450.00 teet: I
thence perpendicular Co said Weat line Noreh 89':4'57' Eaet a diatance
~ of 30.00 Ceet to the East riqht-ot-way line of Barker Road the TRUE
• POIt11' OF OECINNIt7G: Said point also being the South line of eha[
~ certain parcel of land as conveyed to washington State Parks and ~
Recreation Commiseion, by Statutory Narranty Deed recorded August :5,
1988 undar Auditor's File No. 8808250252, thence along aaid South lsne
~ North 89'24'57' East a distance of 100.00 Leets thence continuing alonq
' said South line North 60'00157' Eaat a distance of 414.35 Leett thence
~ leavina said South lLne, Souch 66120'47" Nest a distance of 149.21 ,
teet; thence South 34'24157' Neet, a distance of 190.00 [eec; thence
Horth 85'35'03' west, a distaoce of 300.00 teet Co the East right-of-
vav line of 9arker Road; thence North 00'35'03' weat along aald right-
ii
. ~ .
. ,•1~ ' .
11W{SAI1ERIfA Tff1.F
9405120395 FILco a:;
YOL ( J7PAGE 1 ~i U•1 . RE~uCa;
3. To krep all builJings now or herrafter erecleJ un 11ie property described
, hercin cominuously insurcJ agninxt loss br fire or olher huznrds in an umount not less Ihun
II1C (OUII IIC01 YCl'UfC(I by (Il1Y UtCfI Of I fUSI (07 IIIG ViIIUC nf such buildings, if less). All WFIEN RGCORD[D RETURN TO: Ti115 OAL~---VU6VflSEU fOR
policics shiill be hclJ hy the Dennliciary, anJ bn in tudt comrnnins as ihe UrneRcinry mny w,RCCORDGR'S USE
ap(IfUVC UIIJ IIUVC IU31 p:1yU()lC riftl lU (I1C OCfICriC10ly, OS I!S IIIIGlC31 IllflY LrpCDf, 0(IV 1I1C11 Deru1J Mortin, PrnsiJcnt .
to the Gruntor. 1'he umuunt collecieJ unJct ony imutancC policy moy be nppUeJ upwn uny Wd CoGroup, inc. • srur.AaV.
inJcbtnJness hcreby secured in such orJer ne the l3encfciary shall determina Sucli p0l3ox 2825
applicntion Uy ihe Uencficinry shall not cnuse Jiscominuunce of nny proceedings to furoclusC ReJmonJ, WA 98037-2823
Utis UceJ of '1'tust. In the event of (orecinyure, oll righis of Ihe Gruntor io insurance pulicies
IIICII 10 fOfCC 4IIAN pUSJ ll) IIIC rU(l'IIDYCf Ol (FIC fUfCCIUSU[ClOIC. voi. 15 J rf PAGE .L O U.i
4. To Jcfend nny ncti(irt or proceeJiag purporling to nf[ecl Ihe sccurity hercof or
the righu or powars of L3rneficinry or fruslec, onJ lo pay ull msis ond expentes, mcluJ(ng , DEED OF TRU57'
cost u( tiqe seurch And nuoroey's fces in u rensontibk umoani, in nny sucb uction ur
procceding, nnd in any suit brJUght by Deneficiary to toreclose ihis Deed of Trust. TtItS DGED OF TRl7ST made thb iou dny o( May, 1994, between STAN'PON
DFVELOPMENT COMPANY, a Wusriington gcnerol parinershq), Gramor,
5. '1'v pny nll costs, fees nnd expxnses in connection with ihis Deed o( Trust, TRANSAMC-ltICA 'PITLE INSURANC[ COAIPANY, u cntPorotion, TfU51CC, whmc
IIICIUIIIOg (IIC C%1K115C5 Uf IIIC TfUY1CC IIICUf(Cd Ifl CI1fofC111 b~ ihe ohlig~ition :ecured hercby uildress ls Notth 720 Ar 6unne, Spukuoc, WA ~)212, und WI_L CO GRUUI', INC., a
unJ "frusirc'S ilOll 7f10fftCy SfCCf ttC(ULIIY I11CUlICIJ, as proviJcJ by slntwe. Wasliiiigtou mrpor;uiun, 13rnc1'iciary,
6. Should Grnntor fail lo pay whrn clue any iuxu, nssessments, insurancC WITNESSE7'Ii: Grantor hereby bargains, sells anJ conveys to'frusae in Trusc, wi+h
premiurns, liens, encuinbrances or oUier clmrges agomsi the proVerty hereinnbuvn powcr of snle, thc tollowing-UescribeJ rcul propcriy in Spokunc Counry, Wasliington
dCSCfIVCII, Uencficiary muy pay Ihe same, anJ Ihe amount so Pnid, with mteresi nt Ihe ralc ("PropC«Y"):
SCf fOflll Ifl 1lIC nnte secured hereby, sliull be aJdeJ lu OIIU bCCU1IIC 0(~7f1 Of (~1C VC~It sccurcJ in iliis DerJ ot1'rust. . SEEATTACI-IE-D LXI-IIDITA 1VIIICt1 IS INCORPOItATED liEItE1N
I3YTIfISRC•CCRENCE I"I' IS MU'1'UALLY AGIICEU'I'l1A"f:
whlch real properiy is not used principally for ngriculturnl or fnntiing purp>scs, ~~igCIMCf
1. In lhe evant any porllon o( lhe property Is Inken or dnmogeJ in on emfntnt with xll ihe lenenacnit, hereJitnmeniy, unJ upputienunces iinw ar Iiercnfier thcrcunw
dqmatn procetding, the entiro omount of Qie awarJ or such pwrtlon as may be necessary to belongin6or in unywise opprnnining, ond 1ha rcuis, IYSUCS I1111I pfOI1lS (IlC(C(1f.
fullY satis[y tlie obligution secureJ Iieceby, shnll be pald to Btneticinry to 6n applicJ to soiJ
obligution. Tliis JeeJ is for ilie purpose of securin g performance of eucli ub~rcemcnt oC Gr:mior
horefn conta(neJ, anJ uyment of ihe aum i)f Onn Million Six flunJrtJ'1'IinusanJ and NtdlMl
2. Dy nccepiing payment ot ony sum securcd liernby aGer Us Jue dato, Dcdlors (S1,GW,UW.OU~wnh iniernct, in necorJonce with ilia tcnm of u promissory noia o(
[Icncficinry dacs noi wawe (tt ng!n w rcquire prumpl paymenl whcn due of nll olhet sumt even date hrrewith, paynhle to I3entficiu7 or ordcr, nnd muJe by Grunior, jroJ ull roncwuls,
,u aceurctl ur lo dcclare Je[uult (ur fuilurc to st► pay, muJificniiom nnJ exiensions hnreof, anU UIYO 5UCl1 fUf1I1Cf SU01f U3 Q1Ly VC tlIIVUI1CCd Of
loaneJ by Dcneficiary to ornntor, ur ony o( Ilieir succCSSOrs or assigns, iogaher wi(h interest
3. The TrusteC sliull reconvey oll or any part of ilie prapecty covcred by Ihis thaceon at such rme os shall bc ngreeJ upun.
DeeJ ot Trust to thc person eniitlcd Uierelo, on wriuen request o[ the Grantor unJ Ute To
t3cneficiary, or upon sntisL•~cliun of dte obligalion secured and wrilten tequesl fur Protecl ihe securitY of this DeeJ o(Trust, Grimtor covcnantsanJ ogrces:
rccunveyancn made by ihc Uencliciary or tlu pertun enliilcJ ihcrcto.
1. To keep Ihe property in good conclitiun unJ ccpnir; to ptrmlt no wasie
4. Upun Jefuult by Granior in ihe pnymeni of uny indehledness secureJ hercby thereof; to complcte nny builJing, struclurn or improvement being buiU or aboul to be buill
ur in thC pcr(otmance uf any agrcement conlameJ hnrrin, all sums sccured hereby shal! thcreon; to reslorc promptly ony builJing, struclure or improvemcnt thcroon wtuch mny bc
im+ncdiately bcco~nn duo and puyable ot tbe uption of the Deneliciary. In such event anJ JmmageJ or deslroYed; unJ eo comply wiih all luws, orJinunccs, rcgulalions, covenants,
upon wnaen rcyaest o( Beneliciary, Trustee sholl ull the trust property, in accordance with cunJitiom onJ restnclions a[[ceiinb the properiy.
the DeeJ of Trusl Act of Iha SIa1e of Woshinglon, ot publit uuction to the highest bidder.
Any person excepi Trustte moy btd nt 'I'rustce's sale. Trusiee slinll upply the proeeecJs of 2. To pay before delinquenl nll lawful Inxes anJ assessments upon the property;
~ ihc sale as (ollows: (1) io ihe exlxnse of the sale, including a reasonable Trustee's fce anJ to keep the prop~ny free anJ clear o( nll other churges, (icits or encumbrances impairmb the
. aiiorncy's (ec; (2) to tl~a oblignuon sccured by this DeeJ of Trust; (3) tlte surplue, if eny, securiry of this Dced of Trust.
shall be disiributeJ io tlic pcrsons tnliUeJ Ihereto.
A!i EI) OF 7 RUS7' ' PAGF -2- DG ED OF ?'RUS7'
' . ' . • . , , ' . ' • . • , . • , ~ . . . .
YDI. ~5~r1PAGElO~►~i: '
. . yot. ls :i'7P~cE 1o'v5
building lots of Rlvtrwoy Vilin, apreUminary plAt wlih planned un(t devclopment overlay
zone, dceignaied by Grantor frum lime to time. . S. Trusteo sholl Jdiver to ~he purchnser nt ~ho snle lis dccJ, without warraniy,
wlifch shnll convey to Ihe purchaser Ihc intercst (n the property ahidi Crantor haJ or hnJ
STANTON DEVELOPbiEM' COMPANY, e the power to convey nt Ihe un►e o[ his executfon o[ ihis Deed of Trust, nnJ such es he may
Weshington general pattnersiiip hnvo ecquired Ihnrrafter. Trusiee's deeJ sholl recite Ihe facts showing Iliot ilie snte was
canJuctcJ in campliance wiiti oll itie requlrements of law nnd o[ iliis lleed of Trust, whicli
By HOUSLEY DEVELOPMENT CORPORAT(ON, n recitul shall be primo tucie evidence of such eomPliance nnJ conclusivo evidence thereof in
Wushington corporaiion, parlner favor of bono fiJe purchascr onJ encumbruncCrs fot vnlue.
• 6, 'i'iiepnwer o[ sole conferreJ by this Deed af Trust anJ by tlie DeeJ nf Trus1
By
Act of Ihe Sinte o[Wushingtoo is not an excluswe remady; Bencficiury muy causo this DoeJ
Orian liuu3ley, Pra' I of Trust to be foreclosdd as o mongaga
Ily DF~N BU11_DIN ORPORATfON, e 7• In the event of Ihe Jeoth, Incapacily, Jisability or resignaiion of Trustee,
' Wnshing~on corporotion, par~ner T3cneRciary mny appoint in writing o successor lrustce, nnJ upon the recorJ(ns ot such
uppoinunent in the mortgage iecords of Iht county in whic4 Ihis DeeJ of Trust is trcorJed,
~ lI1C SUCCCSSOf INSICC SIIIIII be vesttd wiih aii powers al die otiginal uuslee. I'Ln trustca is
D ~ noi obligoted to noti(y ony party heretn of penJing sale unJer enr otlier Dced of Trust or o[
yP. EJwnrd Dcan, PresiJent ' any action or proceeJing io whicti Crontor, Prustee or QcneGciury sfiull bc n party unless
such oction or proeeeJing u brougbl by ihe Trustee.
S'YA9E OF WASFiINGTON " SL 8. T7iis DeeJ olTrutt appIles to, inures to ilie bencfil of, anJ is b(nding not only
COUMYOPK.INO on the pohles lureto, but on their heirs, devisnes, legutees, nJminist rators, ezecutors ond
, ossigns. The term Benefictory shalt mean the holder and owner ot Ihe note secured hereby,
1 uidfy ihot 1 know or Aave saibfuiory evlJena tAat BrWn Housley B ihope rson wAo apPxarW wheihar or nol namcJ os Bencpeiary hercin.
bcfure me, anJ faW penon aclenowlWaul thai he d6neA iAls lnsuumem, oa oAi6 sioied Uut he wu
outhorltcd w uecuto the Insuumeni and aekoowlulged It u tho Plafdeni of Howter Development 9. DEED OFTJtUST RELEASETERMS. .
Curpoadon, panner of Stamoo Developmcni Company, a Wuhlastoa jearnl pannush(p to be eba hee and
volunlary aa of sucA pany (ur tha uses onU putposo statW Ihetcht,
9.1 Denatici:iry slwll cuusa Ihin DeeJ uf Trust lo bc rcleaseJ frum builJing
c / F.T RA~Sr lats on the Pro rt L,ots") u xon lha request of Grunior frum limC to limc nnJ Ihe
natw '-nTcu,, ~ r c" t
~y E cnt by Gruni or ta Denaiciory o( 510,()Of? rer Lot requesteJ tn be relcnscd {"Rcleasc
---Q- T-----/~ SS~aN
~ tARY"l sums puiJ by Grontor to Benefiaary [or the Relense Price shnll be applied
)
Y his Deed of
~ rJs the pnyment o( ihc princi(~I balance o[ Ihe promissvry noie secured b t
Namc: ~~'~1~'tC TAYLUR RALSTON ~ AG ~ Trus1 ("Nole') nnJ shuU reducn Jollur for dullur lhe nexl princlpal pnyment Juc under Ihe
NO'1'nRY PURt.IC, Siolc u! Wasldngron .A u 9~ ~ O N(]tC. FQf C%OIO 1JC~ if o payment uf S4lM1,IXB is dua un ~he Noie un May 10, 1995, anJ if
hty rpswlnUncnl cxplics j h1f 1 l,nj ♦ Granlar tios Pai IlcnefictarY S11Nl,IMM1 fnr Ihc rclcuse of Ill Lciis Gum iliix t)ecJ ot Trusi,
!~F 11Sthcn Ihc 1Ly1DCOl IIUC UII UIC NIIIC UII MUy IO, 1995 shull be rrducnJ to S3QO,lIUU (puymcul
" STA'fE OF WASFItNaTON OF WotS4Utl, less [telraise Prico of S1W,000 poid):
u.
COUNTY OF KINO 9.2 IIcncficiary s4o11, upon Grnnior's request from time to timc atid at no
cost to Grantor, cause to be releuscJ from Ihis DecJ of 1'rust any porticn of the Properiy
1 cuUly tAai 1 know or Aave satlstactory MJenm tAnl P. GlwarJ Dwn b tAo penon wdo appeared whieh is JesignateJ as a right ot wny or roaJ, enstment, eomnwo arcn or urea on which
bcWre me, ma .ala person acknowlulgW that ne :tgn~ tnii Insuumeni, on win iwed in,i na was resideniial structures msy not be eonslrudeJ.
auihurluJ io uecute Ihe huuumcm and acknowlulgal 11 as tha Ptesldent o( Uwn BulWing Cntponilon, ,
pumct o( Slanton Devclopment Company, ik Wuhln6ton 6eneol pwnnushlp to De t6e free and volumnry aei +
olsucA pany (nt Ibo uscs nnd purposet siatal ihercin. 93 This Deed of Trusl does not encurnber tlic 180 residenilal builJing lois
~~Y of Rlverwny Villa, n pIat lo be fileJ, owneJ by Grantor ns nominee for Slanton-Sjwkane
Datui (
py LP., a Wnshington (united partnership ("ISO Loti'). DencCciary shall upon Grantor's
~ ~ V~` request aad at no coet to Grnntor execwe such docu►nents as may be rcquired to confirm
~ OIAR that the 180 Lots are not encumbered by ihis DeeJ o( Trust including but not limiied to
s~. t Rcquesis (or Parliel Recanveyance of this Dced af Trust. The 1801ois ure those resideniial
~ C.~llE7'~\YLURfiAI.STOrt • p~g~1G a .
NOTARY PUULIC, Suie of Wuhlngton S ti
• MY aPP°intment efiira OF.
W
DEF_U OF TRUST PACE •d• DEED OF TRUS7' Yil GE •3-
. ' . ~ • . ' . .
. . . ~ , .
, ~ , . .
YOL J~ 7PAGE 186 I
E:U{IBfI'A ACCEPTED BY:
:LLO
L.EGAL DESCRIPTION OF PROPERTY WELCO GROUP, ING
vo~. 15 J i (7"
a
~
' yDrruld Mnrlin, Prcsidyrtt T'':,~,~~~0 afi.a2,=
AF,
'LD• Nagt halt of tII• southroot qoartec aad the Meat Aalt of the , SfATEOFWAS}tINOTON WAS
Southesrt quartor at !h• BoutAreat gwrtdbs •nd Coverorent Lot• 5 and
6 oC awtiqn e. TwmshiD ZS 1loctb. Ranqe aant. M.M..i COUNTYOF KINO
BICEP'f Coui►t7 iaada oq the Mort 70 lrwt tod Aootb 10 loaCi ( certlly tMi 1 tnow or Aavo sadsfanory cvidence thal Derold Marttn 4 ihe person who appcarcd
~ bcfuro me, and uIJ person iclcnuwlulged that Aa slanal this fnsuvment, on oaih sutuf tAu Ao vras
7~n~ sICII➢? the lollwina 1 Traat~ ~ aulhodzW to csecute ihe Insttumcal and acknowlalgW U u the PraWem o( Wel Co Oroup, Ine to be ihe
free and wluaJary sn ofsuc6 pirry fur the uus and purposn suicd thercln.
IA1 ihat p~ rtloq of Go~►ertuwnG Lot■ !•ad 6 lliaq lbrtherly of the
Datu!
tollo.iin9 d~+erib.d lines
BRC21tlIlAO •t • poiot an the Maot lln• ol •aid Cowsrnaeat Lot S. •SO
leet 9oaCh ol t!►a INet qaaztee aoroo[ ol ■a1d 9wtioq So tEona• tast ~,L • J~(,~.
•t ciq6t •ngle• vith C!u INsb 1in• ol cold Ooatio+►, ]]0 tootp thenc• f1RDL L- /9rS~i~/L ' Horth 81016' YatC, 990.5 tooet t!►ena Nost4 63449' Last. 663.6 tanti Name:
' .•4oece lbrth 55'52• Lest. 167.2 iwt aoes or lu• to • poiaD on thi NOTARYPUDLIC,SIateofWuAmgwn
_ saae li" o! •aid awerernt' I.o! 6. •aid polnt belng {]S.] teet tbrth • 4p{wintmentacplre
ot the oenter ot •aid seacioa so ~~Ld{t~j~~ 'EtLS~Cy~~ J
.
(e) Teat portloe of the AowtLwest quartec ot doakloa S. SownsbSp 23 v
North. ItwQ• 15 Eaoe, M.M.. desaribed [olloons REQUEST FOR FULL RECONVEYANCG
Do not record. 7'o be used only whcn note lius baen pniJ.
CnM1cMCllq at eAd` DontMrsee aorme o! •aid /eotion gt thenc• llorth
00•00149' ta.e, alona tl+• 11•.e llo• oi .atd l.otion S. • al.e.cce ot 7'O: TRUSTEE.
9e9.04 t.•es ee.no. io.ne af•st'ii uae. . al.saaa. ot 30.00 t..L ro ta• reue volot o! 6"laafnp ol esle dewripttoa, sa1Q po1nC•b-slnp the
east 1 ino ot aalear aoadj ee.na• contlnatna aoeeb 119059611o a•sa. • 'ilie unJeniQned (s Ihe legnl owncr anJ itolder of tlte note and uN ather indebtedness
dimcano• ol 770.00 iwei tA.oa• Koreh 001001491 ta■e. a dlsunce ot secureJ by the wUhin JeeJ of 1rus1. Said No1o, logether wilh nll uther indtbtedness sewreJ
630.0o lN!► tlNWsi MOftb 09' S91111 Mentr a dlseaoa4 Of 370.00 (asC bY saiJ DeeJ of Trust. Ims been fully puid anJ satisficJ; und you ure hereby reyucstcd enJ
w.•t lla• oi •ark.r aoads th•so. soutb oo•aa'49* N..e. alaog eAe ta.a J1rrcleJ, on puymonl Iu yuu uf uny iums uwing tu you unJer tha terms u[ saiJ DecJ uf
tsoe oe .•!4 earlo.r noad, • di.taew• vt 470.00 teat eo eh+ goine o! Trwt, tu cnnccl said notc ubove mentloneJ, enJ uil wl~er eviJences of indcbtedneas secureJ
g.yin4ioys by satd Dced of Trust de!lvereJ Io you herewl4i, toseihcr with Uie sald Deed of Trust, end
elta.t• ln t1» eoantT o[ 1pokawe atatA oe w..►loqcoa. la rcconvey, withoul warrunty, lo the pnrliea Jasignated by Ilte lettns of saiJ Aeed of Ttusl,
, nfl fhe estaie now held byrou thereunder,
(C) EtoI](IILIlO •e a pofat on the Me■t liam ot •aid Cow.rsuwae Lot s.
1e09 l.eE twreb o9 tbA •ouCAwsC aornes ot sald Ewatlos 0► thaca• 8asi
30 !Nk to t!u troe Volnt OL S"LuOiF/1 tAeooe last 200 tootl theoo• puled:
9oueb fer+llol rith tAe, n+it liads ot uid Lot S. 100 Iout# Chona• Neae
200 !wt to a poin! 30 944t EasC oI the MrNt lioel o[ said Lot !t eh4nce
tfortb parallsl with sald }Nat 11ns &rA 30 !Nt sut thetpL 200 laat
to the iiw Point oL Dpioain9l
. r . llCnatl, 1D tboo CAWICl• O! QpOkao... Ot;ta ol MasLlaqtotl. :
. . . _ . . . . ~
~ .
~ DEED OF TRUST PAGE •S.
VOL 1 ,) 9 FAGE 1 t8 li :)
(Dt A portion of the Southwest Quarter of ge'-c-�t-�igrLB, township 25
North. Range 45 Seat of the Nillametta noridian, aescribed as follows'
f
Nooruth. Bennce 45 Nasttethence South 00 3S 03'testt, onntE Township at.the Met one -quarter cornerNest line of
the Southwestr ndicu,larrr of to saidiWest line North 89•] ''57' each a distance
tance of 450.00 feet/
thence Pe line of Barker Road the /NOE
of 30.00 lest to the Cant right-of-way
POINT Of BLOXIISIN0t Said poiat also being the South line of that
Retreat parcel Cof.ommission,
lan byas conveyed Statutory Nacsanty peed recorded August 25.
1908ngton State Parks and
Recreation Cnditor's file under Auditor's Na. 0e0833015I, thence along said South
line
North 89'14'57* Last a distance of 300.00 tests thence continuing along
said South line Worth 00.40'57* Sant a distance of 434.33 taste thence
lasying said South line. South 66'24'57' Nest • distance of 349.24
North thence South , a distance of 300.00 i�� et to the Last right-ot-
Northe of 190.00 feet; thence
aline
15'0 Railcar rch,
s• distanoofeade 200.00ance North fesC to the 00'35'03' Sect
POINT Of 1B<SOINsiNO, right-
of-way said •
Situate in the County of Spokane. State of Washington.
EXCEPT the 180 residential building lots owned by Grantor as nominee (or Stanton -
Spokane LP, a Washington limited partnership C1B0 Lou'). The 180 Lou are those
residential building lots of Rlverway Villa, a preliminary plat with planned unit development
overlay zone, designated by Grantor from time to time.
- v
~ .
voi. l 6u 0 FbcE 1 47 4
:r~ - Iiqsf
or see to ttie upplfcuiion o! "IenJePs" mortgoge tunJs, and nny applieutlon or use of WHEN RECORDED RETURN TO: TF~~$rSPACC PROVIDEU
3uch funds for purposes other than Uiose provideJ (or in such monBage, note or FOR R`ECORDER'S~USE
ugroemenis shnll not defent Ihe subordlnation hereim mnde in wholc or in Purt. -r~M~~~~:w.- s.~H~•~
~
r,, Ocr 11 ►I vi P'i1
6. 11 is undentooJ by the pnrlics tierelo Ilint "1enJer" would not mnke Ilu y~,~~,•-•-. ~.r v~'r~v Y~i~ _
loan secured by Itic mongage in Paragrnph 2 wilhout thu ogreement. •
•:,t..a..~ ~+o. vr-~r~P
7. 'fliis ngrocment sholl be Ilie wiiole and only egrecment belween thn 9410170459 pSP~~}~"'`~,''' ~•,•M:'I
nrtics lurelo witli regard to the subordinution of the lien or citarge o( the mortgugn ,
rst ohove mendoned to the lien or charge o[ the morlgnge in fovor o( "IcndeP above
re[erreJ to. SUIIORDINATION AGREEMENT ypt. 16 6 Q PdGE
8. 'ilie hefn, administrotors, nssigns and successors in tnterest o! Ihe
"suborJinnior" slinll be bound by ihis agreement. Where Ihe word "mortgnge" NOTICE: THIS SUBORDINAT(ON AGREEMENT RFSULTS IN YOUR
appezirs hnrein il sliall also be con-sidered ns "deed of trust," and gender and number SECURCTY INTERES7' IN THE PROPERTY BECOMINO SUBIEGT TO AND
ol prououns consiJcrcd loconfonn io unJcrsigned. OF I.OWGR PRIORITY TFIAN TFICi UGN OF SOME OTf1ER OR LATL•R
SECURITY 1NSCRUMEMi'.
NOTICG: TIi1S SUDORDINATION AOREEMENT CONTAINS A PROVISION
WI IICI I AI,LOWS'f11G PERSON OBLIC3ATED ON YOUR REAI. YROPERTY 'ilu undersigneJ aubordinnlor agrces ns fullows:
SECURITY '1'O ODTAIN A LOAN A PORTION 01- WHICFI MAY DE
LXPGNDED FOR OTHER PURPOSGS T[iAN IMPROVEMENT OF 'I'!IE 1. MORVEST CAPITAL CORPORA'T10N, o[3riiisli Columbiu
LAND. corporniion, refcrred to herein ns "subordinator," is Ihe owncr ond liolder uf Ilie
bane(icial interut in a Deed of Trust, Assisnment, Securily Agreement ond fnancing
('~cecuteJthisJnyo[ O/To1994. Siuteroeot (Cixture FiGng) recorJcJ un May 12. 1994, unJer Spoknne Count~r
AuJiior's No. 9405120)96 (rcferreJ to in this document as aubordinntur's
SUBORDINATOR: il»giEi6e)•
MORVfSTCAPITALCO1tPOItAT10N, 2. TIMBERLAND SAVINGS DANK, referred to lurein as "lender,' is
n Drilislt Columbia corporalion Ilu owmer and holJer of a mongage dateJ October 11, 1994, executeJ by STANTON
y DEVELOPMENT COMPANY, us nominee for Sinnton-Spokona LP., n
hington limited porlnenhip (which is recorded in volume of Morigagas,
~ Wos
Dx,
g„ poge under uuJuor's f31e No. , recorJs o[ Spokane
County) (wnic'Ti ato be recorded concurrenilyllurewith). 9410170458
3. STAM'ON DEVELOPMENT COMPANY, a 1Yashington gencrnl
partncrship, on its own belmlf and ns noininen for Slonton•Spwkone LP , a
Wnshington limited pnrtnenhip, rcferreJ to herein os "owner; is the owoar of uU the
reol properry drscritxd in the mongnge identiQed above in Pnrogroph 2.
4. ln constderotion of benefib to "suMrd(nntor' from `owner,' rcceipt
and sufficiency of whicli is hereby acknowledged, and to induce "1endcr" to adwnce
[unds under its mortgage and all agreements in connectian therewilh, the
~ "subocdinatoe does hereby subordinate the lien of "suborJinator's" mortgase
identified in Porograph 1 above to the lien o[ "lender's" mongage, identiGcJ in
Porograph 2 above, and nll ndvnnces or chnrges mndc or accrumg thcreunder,
~ incluJing any cxtension or retiowol thereof.
I S. 'Subordinator' acknowledges thot, prior 10 lhe execution hereof, Iie
Itns hnd the oppoAunity to examine the tecros ot "IaiJer's" mortgnge, note and
• agrcements rclatinB iheroto, consents to and aPproves same, and recognizes thnt
`Icnder' hus no obtigation to °subordinntor" to ndvance nny [unds under its mongage
. i
~ SUUORDIt1ATION AGREEMENT - 2 ~
MOIIiGOMERY PURDUE TfL: 625-9534 Oc! 12.94 11:30 No.009 P.0
• • YOI. 1VG0PAGE1475
PROvINCUOPBRIT[SH COWMBIA )
T ccrlify Utot i know of have 3nlisfaetnry evlJence 11iut Dnve }loward Is Ihe
person who oppcarcd txfore me, end tniJ pcro0tl ncknqwlcdgcd thet he sIgncJ this
[nitrument, on oath itQted thai he wus euthorizcd w uecute the Instrwnen[ and
' acfcnowlcdged it ns the Prestdeot of Morvut Cepltal Cvrpurvtion lo he Ihe free ond
voluutary ect o( such pxcty tor the wes und purposca stelcd therein.
. \ Doted ~C~`r~TC' ~.~'~}J-11 •
. Nnme:
NOTA P C, Pruvinco o Drltfsh
caiumbiA N ~ , .
My eppointment expires •
r r
. ' , • . . / . ~ ~ . . .
~ I s~ O Q~ ~ FILE U~~~j~f's1~ci~lA0U0ED IOR R[COROl/1 f VfE. ~
. ~ • • . - • - ~ ~ • • TRANSAMGRICAbp9795060101G3 eEOef;.; or._
. . - . . . • • ' , • ~ TITLE 1NSURANCE COMPANY . E
, - . . . r • --M+SN,~CA TnU-
' ~ ~ , . . . . . ~~~fItCOIOn11fCOROFfqtOU[ETOi JO ID 29 hN'9S `
. . , . . . ; _ ,
• . . ~ . /sG7~
au • .
• . . ~ •s :ir:l
. . . • • , sPORax~.fGUYf1.H.sn
' ~ - . • ~ ~ f
wAIcN aeconnco Rttuaw to • i i
i,-._.llontgnmety.._.Purdue.„..8lankioahip....eta1.._
A G 58th,Floor,_Columbia.Centnr.._._...._..._._...._.. YOI. ~.733PticE1G
dO
• ~ ^ ~1- ~ "y701 Flftlt Avenue
~ PJIkC=L =t .L i 33PbGE16 77 :r__Saatt1o.-._.41a_98104.._._w_ i
x portton of the South Halt of the Southvest Quartar and Government Pnrtlol Reconvayance
Lots 5 and 6, oC .5e=lon 9. T.?S V.`.W,H., County of Spokane, .
Sta[e of Naahington, moce paetleulaily desCCLbed aa tollovn: '1'Iie untleniFned lnulce under that ecrtnin DceJ of Twt, JsteJ........MflY...1Q...... 94...., Beqlnning at the Southvest CorneY o[ eaid Saction el thence i~~l.hirh.Stnntoa,DeuelnpmenC...Cempany__......_.......
N.oO~~S'0~"N. alanq the vest lin• ot aaid S~ction a distance ot isgrnnloronrl..VIBL.,.CA....~roup,.,.Inc.........».............. .........................w......
' • 959.93 teet; thanc• t1.B9•21 1 57"C. a dlstanc• oC ~0.00 [eok to tha in ~kne6ciory, reKOrdod on..NAy...12,,..._...._ 19..9fi....., os Auditar's Filo No......9G0512QJ95......... ,
In Vnluino of Alorlgates, at pape rcaocds o(
Southveat corner of Parcel "8", aa deacrlbad !n Statutory $ppk~not _.-...County, 1V„hlngbn, herinr rocalvcd anJar satd Dee,l of Tru.t . wnucn
Nar[anty Deed reeorded under Auditor e DocumenG No. 9405120394 j "ueye to raonvey s porUon o( lhe real Prolierty deudbod In seid daJ, whieM
thence M.891771061E. alonq'tha Aouth lln• of seld Pnrcel "H" a reque,t wu •ppro~ed by..id
' dl9tahee of 769.88 !!~t (R~eO[d 770.00 L~~t) to tha SOLLtheaet Crnnlor, Joce hcrcby roconvey, wllhout vmmply, !o Ihe pa.son(s) anliiled thenlo the riaht, lilla and intarr~t now
~ ~ ~ ha1J by tniJ enietoe in and b lhet poAioa ot ths teal properly dacr(bed in saiJ Dead of Twt, siWaled In
Cotner of eAid Parce; B t thanco N.00 ]4OS N, alonq tha eeat ~~W~y ~yvhtn~ton, m Iotiow~:
llne of aald Parcel e" a dietanc• of 16,81 tast to the beginninq
01 a non-tanqant curve eoncav to the northveet havinq a radius See actached
of 672.00 feet (trow vhich a radlal lln• beacs N.09134102"il.)1
thance northeaeterly alonq eaid curv• through a central anqle o[ ~
20•05'55" an erc diatanc• of 233.73 Leatr thonce N.60100102"E. a
dlatance o[ 421.96 [eaC to the Z'RUE pOIHT Op 8¢GINHIH01 thence
continuinq H.600001020E. a dletanc• oC 86.08 teett thenc• '
5.29159158"8. a dlaCenc• of 159.08 feetJ thanc• N.60000102"E. a ~
distance of 269.96 teet; thence 5.29•59158"L. a dintancs of 27.00
Laet; thnnce N.69•00158"E. e distenc• of 61.93 teetp thonce
N.75•40158"E. a distance of 6].]0 feat; thonce N.89•48100"E. a
distance o[ 331.53 leet; thence N.00112100"11, a dlstancs o!
119.]{ leet; thance H,07•41103"E. a diatanc• o[ 60.08 taet;
thenee N.00112100"11. a dietance of 120.00 feetj thenca
N.89148100"C. a dlatance of 144.50 feetj thance N.00•12109"N. a
dletahce o[ 130.00 leet; thenc• H.04•02152•E. a dietance o[ 17.55 ~
teet to n polnt hereinetter zeterred to a PoIH'C "D"j thence ; Aoied.
continuing 9.04•02132'B. e distanc• of 27.33 leet; thence i
N.00•12100"W. a dietance of 110.00 [ootj thenc• N.89146100"E. a i
dletance o[ 374.72 teei; thence N.011310461K. a distanca of ...Company.__
506.09 Ceat; thenc• N.21119117"R. a diatenc• of 51.61 teetj I fM+.~«1
thence N.56•21118"L. a diatanc• of 144.63 [eet; thanc•
H.49•13'34•C. e dlatanc• o[ 37.44 foot; thonc• N.67'36133"E. a
. dlstance of 140.14 toot to th• Last lln• of ■eid Covernment Lot
6; thenc• H.01•71146"I1, nlonq aaid enst lin• e diatanes of 67,56 i
teet to th• Centec Quartai Cornes of aeld Sectlon 81 thence ' DY...................
N.01•31154"M. alonq aeid eaet lin• a distance of 425.52 teat to .
the eoutherly lin• of PerCel •A•, as described in a Statutory %(ATF.IW WASIIIHfiIUN STA79t1iWAt111NRT(1N
Hacranty Deed recordsd undec auditor'• Docua•nt No. 9405120394; 4 uuNrrur ivuxirvr Sook:+nP '
thenc• alonq th• •outherly lin• of sald Parcel "71• the follovlnq
thre• coura•ss I ,,,,4j, 1 i- d d..,,,,,r,,j rWr1 n,. i-u, w I t... a N.,,~w«.h...k...ti. D_ Ilnv~l t
(1) 5.36021101"N. a dletancs of 767.75 feet (Record 9.55•521N., 6~„
762.30 Leet) j J,.,,.r.1 .i.. M.wm e.a.. w~.d wLu.'
pnw~~l t I.+rtlw~~..rdb.e.riMrrr.n.rr
(2) 5.63•13,05'X. 4 dletanc• of 68E.58 leet (Record 5.6314911i., .~~~..w.~~.+~wn.nrnn.r~~.~,,,,iw„~w~..r■yr MKINI~d«AYYIM aa[ ~PCCCrA~'V
• 685.80 teet); 0 roMt►rJls1Mer1 4. W.0Marynl6y r_Trnnsamnrica Ti lt, ina
S.80-40157'N. (ReCOCd 5.81'160M.) 4 dittaOC• of 556.39 fset r"'P^^_a-auu.fuw-M, ~qP-1 y.
' to the northeastarly corner of Percel •D' of •eid Statutoty
Narranty Deedl thenco 9.66024157"w. alonq the •esterly line of 5/23/95
, eaid Parcel "D", a distance o[ 309.94 footj thence 3.28031163'E. • `NfH~NS~SFO
a distanc~ of 123.46 tootJ thence 9.050360000M, a distance ot &I'•bf ~";~y ~
Iv.L rn aAMn i%_ 9
- 21.70 teot to a point hereinetter roCerred to as P02N? "71" J ~{o~ c H•.•-.
cs o: No n~ p~hlt~
tw S Z~
' ' y 4t!' ! A(1 S!95 '
3Pa6E , YOI. 17 3 3 Pacf 1 G i~
il.l4•SB'21"N. 28.27 faet to a 1/3 inch z.bar vith plaetic capr thence cantlnulnq S•O51]6'00"Si• a dlatanca o[ 23•31 [eet; thence
thence N.00•00'02"E. 95.00 feet to a 1 I inch tebar vith lastlc S.38*44'I1"E. a dintanoe ot 126.17 [eet; thence 5.56•15~41"H. a
cap; tnence alonq the aro ot a 30.00 toot zadlus curve vhich is distance o! 23.36 [eetj tAance S.89•32'11"N. a distanca oC 112.8
concav• southeeeterly an erc dietance of ]1,4] teet through a teat to the beglnninq o[ a non-tartqent curv* concava to the aast
eentral enqle o! 90.1031060 to 1/1 lnch rebar vitR pleatic cap; hnvirt a radiua ot 142.40 Ceet (Crom vhlch a radial line beers
thonce departinq the prrvloualy deacrlb-ad curv alonq a non- N.8903211l"¢.)j thence aoutherly alonq eaid curva throuqh a
tanqant llne N.00•02129"N. 50.00 feet to a 1/2 inch rebar with cential angle 320251170' eh eta distance o[ 80.66 taet to the
plastic cap; thence 5.89•56151'L. 50.02 [eet to n 1/2 lnch rebar baqinninq ol a revarae curve concave to the veet havinq a radiu_
vith plastio capT thenca N.OO•00,02•E. 195.00 tsot to s 1/2 lnch ot 342•50 teet= thanc• eoutherly alonq eaid curva throuqh a
tebar vith plaetic cap) thenc• 5.89•56151"B. 30.00 teat to a 1/2 central anqle oL 12•37$05• an arc dlstancs ot 75.03 Ceat;thenc(
inCh rebar vith pleetic capj thenc• N.00•00o02wL. 280.42 [eet to N.89•25158"E. e diatance ot 95.20 teet~ thence N.60'36 O1^E. a
a 1/2 lnch rebar vith pleetic cepJ thenc• 5.89•56'51"E. 715.00 dl9tance of 45.11 teet• thence N.65 09 /0 E. a distance o[ 130.1
~
teet to a 1/2 ineh robar vlth plastlo capl thenc• 5.47•29'21"E. [eet; thanee 5.24•501200E. s dlstane• o[ 110.00 leet; lhenca
E9.99 [eet to a 1/2 Snch iebAr witR plaatio capj thence 8.28•14149"B. a diatanc• of 17.53 [eet to a point hereinattar
5.59•59158"E. 162.52 Leet to a 1/2 ineh robar MiGh plastic cap; =elerred to as POINT "8'Itheneeeontlnui^q 5.18•14'49"B. a
ehence N.30•00002"E. 23.00 tor[ to s 1/2 lnch robar vith plastic ' dl,stance at 17.5],feetJ~thenc• 5.24•SO 40 E. a diata~c• ot 110.
capr thanc• N.59•591580N. 102.02 loot to a 1/1 inch rebar vith taet; thenc• 8.65009 t0 N. n diatanee ot 120.00 lee: thsnes
plastie cap; thenc• H.26•49117•N. 53.33 test to a 1/7 ineh rebac S.49•85147"B• a distane• ot 71.10 Co*t)~thwne• 5.29 59 SB E. a
hoC 24.
vlth plaetle cap) thene• N.49•06*28"E. 189.43 [oOt to a 1/2 ineh I distane• ot 110.00 footj thence S.74 43L. e di Cetaneaencs
rebar vStA plesCic cap= thsnc• alonq the arc of a 600.0o toot teat to a point h~r~inattar r~terr~d to a POINT ,
eontinulnq S.74113117'E• a distanc• oL ]4.6]1 thenc•
tediue, non-tangent cutve which is concave northensterly aM arc g,29.59r58"E. s dletancs ot 118.00 fooG to th• Tru• Polnt o[
diatenc• ot 40.16 teet through a Cat1t=el anqle o[ 07 30 06 and
whoe• cord bears H.78•58179"1i. 40.15 feet to a 1/2 Snch rebar Heqinning~
vith plastic capt thence depsrtlnq the previoualy deacribed curve ' -
aionq a non-tanqent lina N.52156134•E. 150.00 iset to e 1/2 inch j • V7►nCEL 3(Furniehad by Others)
reber vith pleetic cepj thence N.27141151"N. 145.77 to a 1/2 lnch I
robar vlth plastic capl thenc• N.21•<1"20"►►. 149.19 taet ko a 1/2 I a portio~ o! th• South Hall ot the southw ■t quart~r ot Seatlor~-
inch rebar with plaetlc capj thenc• N.19•S91S8"11, 190.98 teet ta ! T•21 ~l-~••• W•N., County ol Spokan~, Stat■ of Nesh~nqton, more
a 1/2 lnch cebar wlth plaetic capi thence 5.60•00102"N. 508.04 ~ particularly deecribed ae follovst
feet to a 1/2 inch tebar vlth pleetie cepj thence alonq the arc ~
Commancing eC the Southvost Cornsr ot saSd Section 8; thenee
ot a 671.00 toot radlus eurv vAiah is concave northvesterly an ? N.00439107"1i., 673.95 toot alonq the voet 1in• ot aeid Section;
acc dlatance ot 773.73 feet throuqh a cehtral anql• ot 20•05155" I thencs H.89024157"E. 30.00 Leet to the Eaat riqht o[ vay llne a
and vhoee chord beera 5.7014615601i, to a 1/2 inch rebar vith
plaetlc cap; thence deparCinq the prevlously deacribed curve Barker Road, marked by a 1/2 inch rebar with p2aatic cap, the
alonq n non-tangant lin• 5.00•]{105"E, 16.81 teet to a 1/2 lnch TRUE POINT OP BECINHING oL the land herelnalter deacribed:
rebar vlth plastia cept thenc• 3.89•13106"M. 369.88 Cest to e 037„L
polnt on the •nrt right ot vey Lin• ot 8arkee Road vhlch is Thence contlnuinq N.89•2~. 13.00 fe~t to a 1/1 lnch tebar
marked by a 1/2 inch tober vith plastic capl thertc• alonq aaid ~yith plaetlc cap; thenc• alo~g the arc ot a]0.00 toot radius,
c l q h t o t ve y l i n• 9. 0 0•] S' 24" L. 84.96 toe t Co t he T R U E p O I II T O F • U V ~-L non-tan qent eurv vhlch le concav~ south~a~t~r3.yan arc dietanc
H¢CIHNING. ot 7.11 te~t throuqh a c~ntre~ anql• ot 20 27 2~M and vhoae co~
baars N.09038139"8. 7.10 taet to a 1/2 lnch rebar vllh plantic
Containinq 17.77 Acree, mor• or loss. capl thenc• depar~inq the prevlouely deecribad eurv• alonq a n,
t a n g a n t l l rt e N. 8 9 2] 0 6 E. 245.23 [eet to a 1/2 inch rabar vit)
' plaetlc.cap; thenea alonq tho arc ot.e,7S8.00 [oot radiue curv
• vhich ls concave rtorthveeterly en ace distane• of 104.27 Ceet
thiouqh a cetttral 4nq1o o! 08•15'34• to e 1/2 lnch reber vith
plaetic cepI thance departlnq the previously deacribad cuzve
along a non-tangenk line 5.29056126•2. 215.90 teat to e 1/2 in
reher with plaatic capj thence S.00•00'04'K. 686.19 teet to a
- point on the northerly rlght of vay lin• o[ Ntsalon Avenue;
thenc• alonq sald rigAt oL wey 9.89156'500E. 173.58 laet to a
~ inch rebar vith plaatic cap= tAence depertlnq eaid riqht oL va
H.00•03,'10"E. 30.00 test to a 1/2 ineh r.bar vith plaatic eapi
thence alonq the ere o[ a 20.00 toot radiue, non-tangent curve
whiah !a concave northaaeterly an arc distenc• ot 71.40 tnet
- through a central anqle ot 89056152* and vhos• cord b.azs
• ' . . f:
Yot. I. 7 3 3 RcE J. G S Q
INDI7NA RpBHIIS
a 60.00 foot vid• atrip of laad in portioa• of t6• eouth
IIall of ths BoutDrest Quastes and Oovesmeat Lots Saad 6 0[
Bactioa e, T.15 N., R.tS E., 1►.1(., Couaty o[ 8qokaoe, Btat•
o as a toa, r"b• coacar n• ot vhich i• deecribed a•
follovns .
• eeqinnlnq et the 8outAvest Corner of eald Saction e; thenee
N.00•75103"tt. along the weai linn of said Seetion a distance
o[ 923.91 faetJ thance N.89123106"E. a dl9tanee of 70.00
~ teet to the east righC of vay line o[ Barkar Road and TRUE
POIItT OF BEGINNING of this centerline deacrlptlon; thence
continuing N.89123106"E. a dlsinnce o[ 261.47 feet to the
beqinninq of a curve concave to tha northveet havinq a
p t} radius of 715.00 teet} thence northeaaterly alonq eaid curva
throuqh a central enqle 29•23104" an ara dietanca o[ 766.69
t teett thenee H.60•00102"E. a dlstanea of 719.19 [aet to the
beqinning of a curve concave to the aoutheaet hevlnq e .
radlue of 700.00 teat? thence northenaterly elonq aald curve
l QNr~L~v\ through a central enqle of 07118017" an arc diatance of
89.24 teatt thence N.610181190E. a diatance of 40.43 teet to
the beginninq of a curve concave to the south havinq a
radiua of 600.00 taet) thance eaeCerly alonq sald cucve
through a cuntral anqle of 22•29142" an arc distanca o[
, 235.57 feet; thenca 11.89"48100"E. a dietance of 469.10 feet
to a polnt herelnaLtor reterred to as POZNT °A"; thence
corttinuing H.69146100"E. a distance of 504.67 Ceat [o the
east ltne of the Southveat Quacter of eald 5ection 8 and the
' Terminua of this line daecziption,
Toa8T8LA RZTS a So.OO foot rid• strip of land in a portion
. of aoveinaoIIt Lot t of 8eotioo 7s25 3[.R R.45 E., 11 .x.,
' County of epokane, 8tate of xasbsnqton, t4• ooalerlia• of
rLiaA is deeoriDea •s tollorat
Beglnninq at tha above deacribed POINT "A"J thence
5.00•121000E. a diatanca of I49.34 [aet to the aouth line o[
aaid Government I.ot 6 and terminua of this 1Sne deacriptlon.
. • • , . . . 1 . , .
' ' . . . . . . _ . , . • • • • . • . . . . . . , • • ~ .
. • •'w .1• ' ' . • • . • t.1,I'•t`t ' .t„ •1 •i.. , . ` i • . t ',4• • • i ~ .
. . L'. ~ •r - , , ' . ' , '
. . . a ~.1. • . . , _ . . • ' a _ . . . . . 1.t ' . . ' ' • _ . . _ 4. . . , . .
15 PdGE 899- 540li220440
secTTOrr 2 , y~t 1, ti 'L 5Pa6E 8
ASSIGNMEN''T,OF NOTE AND DF.CD OF fiRUST H OR
1YARRANTIES, REPRF_SENTATIONS AND COYENAM'S OF CR~WTOR • SECURITY PURPOSFS, S[?CURITY AGI2E C, f14E, N1' AND
Grantor warranu, represenu and covenants as tollowg: UNIFORM COh11VILRCIAL CODE FINANCING 5TA'I'LMI:iV'I'.
2.1 Gmntor Iio1J1 gOOd and mArkclable tille lo the Note ond Dced ofTr4fl consdtuttng (TIfiS bOCUMHM CONS7ITUTBS A FIXTURH FIUNO UNDBR RCW 62A.91
111C $KUfCd rfOptfly, Yr0)77
2.2 'Rwrc are no liens, encumbranca, claims or socutily inlerest of any nature FOR YALUE RECEIVED the unJusfgncd WP.L CQ QROUP, INC., a WasAingion
whatioever In the SecurcJ Property, or any ftem Uiuoof, having priocitY over Uie seeurity eorporaaon ('Gcantor'), whoso addreai is P.O. I3oz 2825, Redrnond, Wuhfnglon 96037-2825,
interest of ikneficiaries. hereby grants, asslgns nnd transfen to THOMAS R. COLLINS, 7rustee for the ANDLRSON
~ HUN7'ER LAW F1RM, P.S., PROFIT SI{AitINO TRUST and WILLIAM !lECIIT, Trustee
7.3 Grnntor sliall eaxute, aeknowledge and deliver to Beneficiary such socurity of the RADIOLOCIY ASSOCIATES R}s'RRBMENT PLANS TRUST ('Beneficinries'), whose
agrcements or instniments, in form or substance reasonably satisfactory lo Beneficiaries, address ia P.O. Boz 5397, Everect, Washington 98206, all beneficial interest In thzt ccnaln Note
cuvcring the Sccurcd Property which, in Ihe reawoable opinion o( Beneficiary, !s necessary to dated May 12, 1994, and Ihat certain Deod of Trusl, datcd May lU, 1994, exxuted by
evidcncc or pxrfcci ihe lien on die Secmal Propcrty grantcJ unJer Ihis Assignment of Dced of STAIYi'ON nEVEI.OFMCNP COMPANY, A Washinglon eCntral partnership, Qrantot, lo
"lrust; anJ at the saine lime Grantor shAll exxuie, aebiowlcJge and deliver each financiiig ~ 'CRANSAMGRICA TfT1.ii INSURANCi? CQMPANY, a eutporrtion, 'frusiee, rccuideJ un
siaiemenl, renewal, affidavit, cenifiqte, continuadon sntement, or otber dceument wliich May 12, 1994, under Spolrane Auditor's fite No. 4405120395, covering real peopcrty Aescribul
t3cncficiaries reasonably tcquesl in order lo perfxt, prexne, extend or maintain the saurity on Exhibit A, a topy of whicA is atlachaf hereto and incotporatal herein by lhii refcrence.
interesl under, and the priority of, the tiene grantal on the Sxurod Propeny pursuant to lhis '
Assignnunl of Docd of'frust as the first licn. For purposes o! lhe Uniform Commercial Code, lhis Assignment of Dcod o( Trust
conseitute a security agrament and financing slatemenl with the Grnntars/Assignors being Ihe
2.4 "I7tis Assignnunt of DceJ of Trust constituta a xcurity agrcemenl as Uial tcnn Dcblors and lho Gnntas bting lhe Seeu►al Parlles.
is usal in ►lie Uniform Commcrcial Cafe as adoptcd in the Swte of Washington. ~ 77111 Assignmenl 3s glven for xeurity purposes.
2.5 Ueneficiaria shali have all lhe rights, remed3es and rocourx with tespoct to lhts
Securcd Propeny, of a secured party undu the Unifortn Commercial Code. Such dghts, ~ SEC170N 1
rcincCiea, uid raourse shall be In addilion to thox prov(dod for herein or at law or In equity, SECURITY AGRBF1~iGlT
SEC710N 3 Grantor harcby eranU lo Hnncficiaries a security Intcrat In the Note and Dcaf of Trust
ODLICATIONS SFCUREn . essigned hereby. Said property nnd ►he real propeNy covered by said Dced of Trust is
hereinafter refeRed to as the 'Subjat ProQeny' or Ihe 'Sxurod Propeny.'
Oranior makes the forcgoing grant and assignrnent tor purpoxs tor xcuring the ?
fotlowing obligations (colleciively refensd 4o herein as the 'Saured Obligations'): ~ With respat to the Sxured Property subjxl lo the foregoing ucurity intetesl,
~ Ceneficiuies shall have ail tAe righls and remedies of a sccuccd pany unJer the Uniform
3.1 Paymcnt of the 3um of $675,000.00, with Interut thereon, according to the terms i Commercial Code u provided herein, including without limiuiion, Ihe riglH lo auu such
and provisions of the Promiuory Note of even date herewith, made by Grantor and payable to ; property to be sold by Ttusta under the power of sale gran►cd by the Deal of Trust usigoed
UeneC~ciaries, ur ordcr, togciher wilh any and all moclificatlona, extension3, renewals, and j hereby. In exercising lhese rtmcdia, Saneficiaties may procecd agxinst the ilems of real
replaeutienls Ihereof (colleclively the 'Note'). ~ ProPcrtY and any i1em3 of petsonal property saparately or logecher and in any otder whatsoevec,
• without in any way affxting the availability ot Bcneficiarics' remodics. (knericiarics sliall give
3.2 Payment of all sums expendod or advanced by 8eneficiaries punuant to Lhe terms Crantor al lcast Iwenly (20) Cays wricten nolice ot Ihe tirne and place of any public sale or other
' hercof or the Note and Dxd of Trust asslgned as security hereby, together wilh any tnlerest dispotition of such Savral Properiy or o( lhe iime oc af(cr which any private sa)e ot any ouier
, therwn as providaf horein. inlended disposilion is to be made. Any person permittod by law to purchase at said sale may
do so. Such ptoperty may be sold at one or moce publ3c or private sales as pcrmittal by
. ~ applicable law. AIl expenses incurred in «alivng on such Secured Propcrty shall be bome by
I Grantor.
. ~
!
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voi. 1 G.L 5 Pd6E 894 YOl. .L G15 PAGE 8 9 3
alientions, rcpairs and imQrovementa to the real propcrty which they or either o! Ihem 13 Payment and puformancc of ali obiigations of Grantor uaQer thls Assignmenl of
rnay considcr nxcssary or propcr to keep the reai propcny in good condition and repair; . Deed o! Truil and tbe Promissory Note and nny other documents exxuted by Qrantor in
(iii) to commence or lo appsar and pareicipata in any actioo or prxeeding ef(xliog or wnnccdon wiUi this transaction (the 'I.oan Documenv').
which may etfxt the socurity hereot or ihe righls or powers of Bene(iciaries or wsta;
(iv) to pay, purchau, coateri or compromise any encumbrance, claim, charge, lien, or 3.4 All modlflatIons, e:tensiont and renewalt of 8ny of the otsligations to
debt wiiich in Ihe rcatonable judgment of eitha may effxt or appcars to etfxt the Beneficiaries socurcd hereby, wherever evideneed.
saurily of thit Auignment of Dad of Trust or to be prior or soperior lhereto; (v) lo .
purchase insurance covering ali ar any pact of the SubJxt Property; and (vi) to exercise 1.3 71e pcdormanet and observana by Orantor of atl the termi, covcnann and
ii+ch powers io pay nxasuy expenxs Includ(ng employment of counsel or other egraments contained in this Aajignment ot Note and Ueod af Tcvsl or the Prom{ssory Note
nxeasary or Jesicable consultanu, socurcd hercby on the part of Qrantor to be perfortnal and obxrved.
Orantor shall immeAiately upon demand tttercfor by Beneficiaria pay all SECTION 4
rcasonable cosb and expxnses incurred by Beneficiaries or wstee in connecdon with the DEFAULTS AND AE1tifEDIES
exertise by Beneficiary or wstee ot the foregoing righb, including wiihout Iimltation,
costs and evidonce of tiQe, coun costs, appraisals, surveys, attorney and consulunt tea. 4.1 jZpfatil . •Default' or 'Event o[ Default' means any one or more of the
~ following events:
4,2.3 To commeoce and maintain an action or actions to foreclose this ~
lnstrument as a morlgage, or nonjudicially as a deuf of wst, or lo obtain spaific ~ 4.1.1 Failure to make any paymeM when due under the Promissory Nlote or this
enforccment of the covenants of Qranlor hercunder, and Grantar agreea that auch ~ Assignment o( Iked of Trust.
covenanis shatl be specifically enforceable by lnJunction or any other appropriale
equitablc remedy and that for the purposes of any suit broughl u»dar Ihis subparagraph, 4.1.2 Failure lo perform any othcr covenant, agreement, or obligation under the
Grantor waivos the defensc o( lalcha and any applicabte sulute of limitations. Nole, Asslgnment of Dad o! Trust or Loan Documanu, and the failure to cure saiQ
de(ault wilhin ten (IO) days afltr wtitten notice thereof given to Cnntor by Beneficiariee,
4.2.4 To apply to a court of competent juri.ulictloq for and obtain nppoinlment
of a rxeiver of the SuDjxt Propeny as a matlet of str9ct right and without regard l0 4.1.9 Any default undor 1ho Tiote and Deod of Ttust 11,33ignod as security for the
(i) the adcquacy of the sxurity for the tepaymcnl of the Saured Obligalions, (ii) the , oblig2tions of Grantor Aertunder.
existence of a dxlaration that iAe Sxurcd Obligationa arc Immediately due and payablc, !
or (iii) the filing of a notice of default; and orantor conscnle lo such appointment. 4.2 gjthLund Remedles. At any dme after Default, Beneficiaries and Tcusta shall
have all the following righb and remalies to the fullest eztent pcrntiltcd by applicable law;
4.2.3 To enter upon and take posxsston of the SubJxl Property or any pan
lhereof for Iho purpose of collating rcnls and to manage the properly; to lake anJ 4.2.1 1Y(Ih or wlthout nolice, lo declare all Secured Obligatlons immedialety due
possess all dxuments, boofa, records, papen, and accounu of Grantor rclaline to the and paynble.
Subjcet Property ot the then owner of ttce Subjoc! Property; to make, lerminate, enforce,
or moJify lea.ses of the SubJxt Property upon such lerms and conditions aa lieneficfaria , 4.2.2 With or wJthout nodce, and without rcleasing dranior from any Sxured
deem Proper; to make tepain, alterallons, and Improvemenu to lha Subjcct Propeny Obligation, and without bxoming a mortgagce in possession, to cure any brcach or
necessary, in Trustce's or Beneficiaries' judgment, tn protoct or enhance the seeurity defaull o[ orantor under eny L,oan pocument.
heraof.
• In the Event of Default, &ne8ciariea and/or truslee qch In its own diureUon
4.2.6 To execute a written nolice of such dctault and of ils eleclion lo cauu the without o0ligaUun to do so without notice or demand upon Cranlor, wiihout releasing
Subject Propeny lo be sold and to prncoeQ under a power of safe to satisfy the 5ccurcd Granlor from any obligadons may make any payment or perform any act ro be made or
. Obligations. Trustae shall give such nolice as the law then requires as a condition pcrformcd by Grantor as in the mattcr providcd hcrcin or in Uu Note and Dad of'frust
~ praalcnt to a truslee's sale. Whcn the minimum period of Iime rcquircd by law afler assigned hereby u socurity W such extenl as either may dttm necessuy to protoct the
' such notice has elapsed, Trustce, without notice to or demand upon Gnn[or ezcept ai socurity thcreof. In connxdon therewith (without 1imiUng ihcir general powcrs),
rcqutral Dy taw, shall sell the Subjec! Properiy al the time and place of sale (ixed by (t Beneficiaz{a and/or truslees shall have and are given the right bul not the obligation
- in the notice of salc, at one or several sales, eithec aa a whole or in upante parcels, and (i) lo enter upon and lake posscuion of Uu real propeny; (ii) to makc addidons,
nc(oicI reli 176-110219MI - y- . nc NW) ReaA74l.im3901 3
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or alteradons on the Subjoct Propeny as may be rcawnably nxusary far the proper opentlon, in such manner and order, all as [ieneficiuies in lheir sole diurction may delerniino, a1
care, preservaiion, protoction, and insuring lhereof. Any sumi so paid ahall be added to and , public auctlon to the highcst biCder for cash, in lawful money of ilio Unitcd Statcs,
Ixcome a part of the amounl required to be pald for ralomption Irom 3ueh sale, togcUicr with payable at limn o( sale. Neithec Gnt►tor nor any olher person or ent(ty other than
interest thereon from Uie dale of expenditure o< the Notn rate, or 'dafault tate' lf applicable. Bene(iciarict shall have ihe right to dfroce the order In which the SubJxt Property Is
prowdal '+n the Note. sold. Subjat to requircmenu nnd limfV im{wsal by law. Ttustee msy postponc We of
all or any portton of the Subjxt Propeny by public anaounccment. Funhermorr.
SECTION 5 7'ruslee shall upon instructiona from Deneficiariu sell Uu Subjoct Propxrty, the ScturcJ
CENEftAL Property, anJ any oiAu real property encumberal by a doed of trust which s«ures the
Saured Obligatlons together ot e eingle sale. If Ilie Subjxt Property Ineludes «al
5.1 pdsljl M 'ro Slo~u. Thb Asiignment of Deul of '!'rust, and Nole cantains property in morc than one County, the Trustx shall upon Ikiieficiaries' insiruction sell
or incorpwrates by reference the endre agteement of the parties wiUi reipecl lo the mallen all the SubJecl Properiy al a single sale In any County in which a portion of the SubJat
contemplatcd hucin ejid supersedes all prior negoUations. Property is localed. Truitea fhnll deltvu to the purehaur at sueh sale a deed conveyinS
the SubJxt Proputy or portlon Nereof so sold, but wiihout any wvenant or warranty,
5.2 Mereer. No merger sha!l occur as a result of IIeneficiaries acquiring any othu exprcu or implicd. 'llu rociWs in Ihe doed of any matters or facts shall ba conclusive
cstaie in, or any oiher lien on, the Subjxt Propeny unless Beneficiaria eonsent in wridng lo proo( ot ihe truthfulness iheroof. ,
a mcrger.
4.2.7 To rcsori to and realize upon Ihe Subjecl Property and any plher security
5.; ObIICAlIOIL of C,rnnlor, iulnl end Sereral. If more than one person hae now or latu heid by Beneficiariu concurrcntly or wcceuively and In one or sevcral
exxutal lhis Assignmenl of Deed o[ Trust as 'Grantor,` the obligadons hereunder of all wch , consolidated or independent judicial actiom or lawfully taken nonjudicial procadings,
perwns shalt be joint and uveral, or both, and to apply the procads roceived upon the Secured Obtigadons aU in such
order and manner as Trustoo and Beneficiaria or eitber of them determine in Uuir sole
5.4 R❑la of GoiLstruclion. When the Wentity of the partics or other clrcumsuncn discreUon.
m2ke il appropriate, lhe masculine gender includes the fominine and/or neuter, and the singular
number includes the plural, 1'he lerm 'Subject Properry' or '3ecured Property' meam all or At nny sale o( the Subject Property bdd pursuant to lhii Sxdon 7, Bentficiaries
any part of the Saured Yropeny. may bid, as the cqulvalont of cash, the unount of all or any of the Socurod ObligaUons,
' including without limil attomey fxa.
5.5 $tice rs In intrrest. Subjxl to any limiwtioo on auignment eonlainal hercin, . the lertns, covcnantt, and conditions herein contained shall be binding upon and lnwe lo lhe 4.2,8 To exerelx any end all righu given to I3eneficiary punuant to the lerms
benetit of tlie hein, successon, and assigns of the parties hereto. of ►he Note andlor the Note and Dead of Trust assigneJ as security for said Note.
3.6 Jfenefldnrles' Powrn. Wilhout affecting lhe liability of Grantor (or paymenl or 4.3 'NZ,S:ure or Wnlver. Neither Beneficiaria' nor Truslet's nor any receiver's
pcrformance of llie Securui Obltgalloru, 13eneficiaria, et tlmir oplion, may extend the time for entry upon and uaking possesilon of all or any part of the Subjxt Propeny, nor any coUection
paymrnt o( the indeblaincss sccural hercby or any part lhereof, rr,Juce payment therean, release of rents, iuues, profils, inwrance procadi, condemnation proceeds, or damages, other securily
anyone liable on any of said indebtedness, accept a renewal note or nota therefor, or agree lo or proceeds of other security, or other sums, nor the application of any collected sum to any
malify the terms anJ timc of payment of the indebtedness, reltase Uu lien of Ihis Assignment Sxured Obligation, nor the exercise of any olhcr right or rcmcdy by [icoeficiariu or 7'rustee
of Dad uf Trust on any part o[ the Subjat Propeny, take or release other or additional sccurity, or any rxeiver shall cure or wtive any breach, Default, or rtocice of default under this
release or reconvey or cause to tx released or reconveyed ali or any part of the Subjecl Assignment of Dad of Trusl, or nullify the e[fecl o( any notice of deCault or notice of salo
1'roExrty, conunt or cause Trustx lo consent to the granting of any easement or the crcaiing (unless all Sxurcd Obligations then due have boen paid and perfonned uid Grantor hu cured
of any restriction on the Subjx► Propeny, or join or cauu Trustee to join in any suborJinalion ali other defaults), or Impair the slatw of the stcurity, or prejudice F3cneficiaries or Truslcx in
or ulher agramenl afCccting this Assignmrnt of Dcal o( Truit or the licn or tharge hercof. the exereise o( any right or rcmedy, or be consuued as an affirmation by fkaeficiarics of any
Grantor sliall pay Beneficiariu a rcasonable xrvice charge, togcUur wilh such tiUe insurance tCnancy, lease, or option, or a subordination of (tie lien of this Assignrtient o( Decc1 0( 7'rust.
Premiums and aitomey Cees u may be incurtaf al Beneficiaries' option for aity such action if
1a1•en at Grantor'a requast, 4.4 $XRP ses Ih nn RedempUoa Period. If this Assignmcnt of Deod of Trust,
' and/or the Deed of Trust Is forcclosed u a mortgage and the Subjxt Propcrty is sold at a
foreciosure sale, the purchastr may, during any redemption puiod allowcd, make such repain
. rncNw)•Ial 1745.1au90-1 - 6- rr.croLQ rmi:in-Mmsa1 5 -
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YOI. 15 PbGE 898 y0L. GI5 PAGE Vtlr!
1 G -
enlered into conlemporaneously herewith, u well as atl amendments, renewals and modificaliooi 5,7 CaIridatlon o inlrctst Rate. Ap agreemenls between Granlor and Beneficiaries
therwf. are expreuly limital so that in no evenl what.wever shall the amount paid or agraed tp be paid
lo Deneficiarlu hereunda acoed the hlghat lawful nte permissibte undcr applicable usury
5.11 Ai(ornev FM. In tlie ovent of a default, whelher or not suit fs fnstilutcd, or in taws. In the event performanca of any obligation of Orantor hereunder shall requirt the payment
the event a suit or action is imtitulcJ to enforcc or interprct any provlsions of Ihis Assignment of intuesl in exccss of such h(ghut lawful ntc, then sueh obligalioo shall, aulomaUcalfy and
of 1)ttd of Trust. Grantor agrnes to pay I3eneficiaries' rcasonable expenses in connection i tctroactively lo the date hermf, be damed reduced lo the higheJt lawful rate permissible undcr
lherewilh, intluJing williout Ilmitatlon suth amount as the court may adjudge ttasonable u ~ the applicable wury lawf. If BenoCtciaries ever taeives as interut an amount which would
aitorney foes at uial or on any aQpcal. Any such espenses shall be eddltlonal lndebtcdneas of excccd such hlghesl lawful tate, tho emount of etcesslve fnlcrost shall not be applicd to the
Grantor secural by thls Dad of Trust, shall be Immodiately duo and payable, and shall bear payment of interest, bul shall, automoticdly and rcuoacqvely to the act of payment, be applicd
interest from the date of di3burxment at the rate of interesl provided in the Note or the Loan to Uu sums due hereunder, and, if and to the extent such amount of excessive interat ezceals
Agreement. such sums due, bn immodiately retumal by HeneRciarlu Io drantor without intcrut.
5.13 CovenilnY.18X. '11ifs Assignment of Dad o[Trust shall be eonstrued according 3.8 $everabllltv. ]f eny term of thls Asslgnment of Decd of Tcust, or the applicadon
to the laws af ttie Slate of lYashington, thueof to any person or circumslancea, shall to any extent be invaiid or unenforceable, the
remafnder of this Aufgnment of Dxd of Trust, or the applipdon o( such term to persons or
5.14 $p1l1esLRraasa. 'fie undenigned acanlor reprucnts and wurants that the circumstanas olher than thosc aa lo whfch It is invalid or unenforccable, shall nol be affated
funds advanced by Lender saured hereby ua for commercial bueinw purpoua and will not ba thereby. Fach lerm o[ this Astignmenl of Dexd af Tcusl shall be valid and enfarceable to ihe
uscd [or personal, family or househotd pueyosa. ' fullut eztent permittod by law,
WEL CO dROUP, 1NC. 5.9 I9onealrer. Fallure lo exercisa any such right or rcmcdy shall ln no cvcnt be
~ conetrual az a waiver or nlase of such dghu or remediea or the right to esercise them al a
later lime. The rieht, if any, of Qrantor and all other persons or entities who are, or may
By bocome, liable tor all or any parl of the indebtedness evidenced by the Note to plead any staiutc
of tfmitations as a Jetense lo any demand by Beneficiaria or Truslx is espressly waived by
Its Ace" • cach and all of such partia to the fullut extrnt permitled by law.
i
i .
, 5.10 j+jQ Amend mt or Walvsr Fxceot In Writlne. 'Me provisions of this
• By ~ Assignment of Dxd of Trust may not be unended or modified orally in any mannu, and may
~ - be amended or modlfied solely by a wdting duly exxutod by Grantor end Dcneficiuia. No
Ils provision of this Avignmrnl of Dad of Trusl may be waived by Trustee or Bcneficiaries ezcept
! In writing executed by thcm whlch expressly nfen to Ihis Assignment of Dad o( Trust, h(o
; 3uch waiver may be Implicd from any act or wnduct of Beneficiarics or any omis3ion by
STAT@ OF WASHINOTON ) I Bcneficiaziu to Wce any actJon with respect to any provision o( lhis Auignment of Dad of
~j~I ) 33. Trust. No upress written waiver shall affocl eny olher proviston o[ ihfs Assignment of Dad
COUM'Y OF b~~3AA81SF1 ) • of Trusl or cover any Defaull or time period or event other than the matter as W whlch such
uprcis written walver hai ban Ytven.
On lhis day personally appeared before me e~ ~to
me known to be the and ,-gc}wctiwly, of WEL CO GROUP, 5.I1 I2g(1pI(IObT. As used herein, the term 'Grantor; meam the Grantor Acrzin
INC., the corporati that executeA the wiLl►in and foregoing inswment, and aclrnowlodged to namod, togethu with any subsequent owner o( Granlor's interut fn Itie Subjoct Properiy or any
me the said insuument was the frx and voluntuy act and dad of said corpo[aUon for the uses part thueof or interest thercin' lI1C IGfrtl 'TNSlOC' means the Trustoe herein nameC, wgelher
and Purposn lherein mendoned, and on oalh slated Uiat Ihey was authorized lo execule the said ~ wilh any succeswr Trustoe; and the krn► 'Beneficiaries' means the Benefidariu hercin named,
. instrument for and on tu bchalf. E togethu with any wbsequenl owna or holda of the Note or any interest Iherein, including
~ pledgcd, assignas, and pardcipanb; the term 'I.oan Documents' means lhls Assignment af
' ~ . Note and Deod of Tcust, the No1e and Dad of Tru:t auigned hernby, togethu wiih the Nolc
• i .
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t/a.40 •t 1/1.4 Iru two r.1. s 4•urr .t 11Iu, 1..4
{la.Ol loos; •f..•.• ..tta 1.•11• tl• „«t. •I..1
/u. • •.. I 4 6.4.4. •4•t.r. .4 oots $2.44 •1111.I• I«. a w P.M .t
.414.44
Ma/r1N•
u•w• I. W Vp.1!at .4 ll+l•a• 1e1 1.
ICI I11CLOT/0 40 • 1.1.0 M I1• a.•0 llr 44 wttr ►/O...r.. 116...
Y M1.
lilt iM l•pa1 •1 U. s..a►•..a .••..... t4t L11 .11 t1«. t1+•44
os
10 I•.• 0e 111 118 lour46 • Sloe .4 N•4U u 1. 71l 1«al la."'• •.•♦
1..a....rall.l la1 W 14 a.•a 11a. •t r14 LAII u.«e
100�1 110
l• lal 1144 ..11 Mel 11.. a.• 11 to. Ian. Wept 111 14.•
Ma w.
►.1 t11 Sry FIa• at 1..4641•4I
111144. Is ta. de.., •l 4.1•r.. It.a st O..al.e0.0.
I/
r
on this day of
TIC CDL * RP21:1767:It7111o1
•
•
VOL. 1G15PAGE 899
SUBSCRIBED fti(D SWORN TO before me by
, 1994.
s1
‚ID(0 nAina '`j {,,//C--2-/1,7 �;� •. •..
NOTARY PUBLIC ; ;; !1 `/8 t
In and for the State of Washington. ; t°*y� '� `._ •
My commission expires:
- 9 -
„ •1 .{ ,•
1
E:arerrA
L(;Ai. DESCRIPTION OF PROPERTY
101. 1597rAGE 1.SGZ;
owt er ud the Nut hall of the
The West Sall � of the iv�h pot W'rtor and 0o.octlw•4C Late S and
1o.eh.ert on 1. inane 46 1•at. oat..:
1 ad Io+elan 1. 7+1�•hl• 2$ aorc►.
rICl$T County s.oeda o. the Mood 30 loot ani south 20 lease
1�1rA s2C23T the tollo•W1j17 4 Trios■ I
111 That pdreioa .41 *merriment Lots S •n1 1 Iytas northerly of the
tollw.lof .1arlD•d line'
se0Invtna at a point op th�.r• ao•..r+of salt el sat/ oNtl• IttLot 110
loos 'hush e< uthov H.ec f a ad .ell c.olloo. 330 last) therm*
o. Ta•ht •nos•• a. 3 the 1h.. l the Marta 17.19' Lass. 1113.I tarts
*Ocala I$art Iowa. 910.1 le•tl chase me _ taint
Meetly..! ••1►d=po.L.eroor.oi I re 2. . i pelosre or lheiwl 4I6.3 1661/ bars'.
of lbo .note$ 04 oflld •.atlas ll
121 That portLua of the o.ethw'ot quarter of 1.atloa I. Topnobl0 2$
north. Unto 13 Sant. M.H.. denarlb•d •a lollw•o
CCennolattlo at ebm $oetb11eaa parser of said l0tloet II thew. North
00.00'1I' 1aat. alone the roes time et tali i•atlotl 5. 44C twat.
to
Timm 301.00 test/ teleran earth 111'S1'31 tans. a dlrt.a 0. J0. 0 wa tto
tbo p.o9
le of 1.oloac•1 o1 thea daasrl slow.
amid polibia
PI
toot Iin+ pi senor re.••1 ab..es w lo.th 11'91'11' cant.
d11.t.ao.aa at 170.a0 11 endue tl+.••oe t04th orea 00111'II feet. t dleeaw•toot
at
130.00 best tbo«►e lorti 19•T9'L1' IMaer a di•t.aaao of 170.5a toot
cut line o! lamer 'bade lb.sw South 00'04'41* Soon, %low.
UAW o! •.L4 task... Seed. • dl•ta..e of I30.011 foot to the 9a1at of
1+�io.lell
1ltaato la situ Catlaty od spelma'a• Suns• ad Maahll era .
1C) lIGT.*tilsl7 at 1 point •a the Moot llama •1 sued Ovrarmeall Lot 1.
1101 teat north o4 tiro tout►wee corner oiso: j01ll�ha! than.
wn
30 t•.a to tuo irru 'plot of hollaai•i. ran M+vs
South parallel wir-h the noes lino of wed Los 3. 200 toot. the
300• t..t to s potat 70 taut zoos of the Meet
Ns Soomai/ Lee t 1; thews..
(ens
404th parallel pith fold 'oo lln. and 30
to lb., into r.alnt ad 1e1ioolss!
Situate 1n else Country of tp'*jei• Itata of r•ubio.1t.a.
•
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•
P. I
Yu. 1. G .L 5 PAGE 9 0.1
1m 159711ci lSG:1
lob I M1/Iw 1l II. I...l..•. 'w11.' •/ 1•... •.{ 1. 1•• . sol1w 1
1..4.. •\.•• 11 ...1 .. IS...11...1.e .. a
10.1uf•1•a .1. 1a. 11i41 'are""" ....4. .1 1..10* I.
aI .1.f. 11
...ta. 1.•t• Susi /:•.... Lees\ 11°11.11. 1.••. • II..N .. • ..
t►• I.•aa/..1{ 1..•.a.f 1 al 1'.11•. r.• 11'1.'11. oil
1 31 I....
Sean$• Mn SL111•I 1 ••ii Peel w.... 1..4 U. 71.1
W4 N1•1 •1N NW t►• •w.. Ilea I/ 1u.
•I 11..1 /w. I• u. W. r11..•.f•••I I1.. Iuw 1•.I• •:
l.[r1 11 •Ali• 04.1 •. ...•.l. S. 1..N..1•. Na Irry•t 11.
/..t... Mr\•1 .f. 1.. Ansel•/' 1.1r••ay .r rw
1III ...• wt...., I M .►•••1 •I.... w/a •...• 11N
1111 a./.I .rll•.'1 111. N. . III..I I»t..•I •$
.444 .l•1• '/l Inn • disuse. 11 11.•Ir 1.•u 11...• ..•.I..i. .I oll 11IJ•
.. . .••Y IL+ M•{1aM.11_J 11'f1•• 4144....
..... •• 11•a►r•
I.+.IN •.. ..•u .I 111.11 IMti &I•a•.
Iris t•.1.• N.I40 1.•1.•1. rN. •ulna..$ ..•1I{..\-.1•
Sewall1Il' 11. W . 1. . ISoave I Ia\.1. Safe w \N
/Awls• 1l w� 1�..1111• 4...1 I. IN •t11f 1o0/rt II11111111rs11~~ •
rlt4Y 1. ta• ••"ray .I 11.h.•.. 11.1• .1 1•y1.1r41.
N,.d0'[�anew u a0m10•• 1Ylas 414
�� L' 103 1 1f..a1a111as lend 4.4oh•.Np f110 su 110..ra --
Iwdsul•l 1..a1101 Jew of Maw/ VIAL y1..pab d•�. re. .
..Ir1.1OK.p.aall•• b► an sal aN
rot I ; 97P1ci 1869
t01 A portion of the Swathe.et 0oart•r of t.aelon I. To.n•ALP 25
Koren. asr' • IS a..•t of tn• walla■•tC• Meridian. d••orlbed as follows.
corO/D:ICIA0 at. the tl...t en•-va•rt•r corner of rotation I. To.nttlp 23
aortA. 1•0•t• 15 ta.tl t'a.no• 0owth 00.13,02' tags. on %be x.•t linen .1
the [ootbw•. Tartar ♦1 •414 1•o4loa 1. • a/atowe el 110.10 16.41
t,eooe p.rp.•dlea.lar LO 1,414 list line
aella• 41.2 Nicker lee d tail }e[
of 20.00 lest to then last oleos -et T on It►ta• tart•+end
WfliT Of D[Oil Qt.1 sti4 oalIv T*4 `•lw•aa lkit{o.•ta Iln• .1 true
oertaln per D Qt. legal •a y Dowd treasde.& 11vro•t 25.
Moore•odor Co4Ltar'tf141a, 11 It. 11043 a •long w•Lai South line
Vortiota wader l3dltor• o oil• So. • of 200? 00' trnotletl.ai .. 64••ln�at 'laws
&•14 o th Lin :eat • dlaaarxt
►a Lo agora 4 l aorta to . lea' last a dlst•aa t °• 431.33 dlatanoo• o! 2/I 31
loaetoq Bald loath lino. loath t. Tt'!7' of t40.0a !eat' th•ao•
torte thong• $otr 74'21'37' $mate a dltrtanw
Ilona {4•]!'02• Paso. a disc/moo lent 00 2! 3 tlwa% •loato the •wld right -
CLOG
w*y 'Loa oL 1,asker Road; tbonoaenve
oL•vT a 41•urar o.1 200.00 L•et to tit, TIRI POIiT 00 •N*& •tnvl
$tone• 1n the CoeaLY el 1Ltioh+M. learn el tlaeliamtee.
Sti
the Sao rasideada1 building Sou owned by aftntor •+ :o oirreas lb'0 Lon ye tbo•e
tork-
�CT3 T oa $muted oarvronWp C1W Lou"). meat
gpota0o L.P. • to lots oot ILMf*'•y VIIIa. a ptellmhaosy plat anus planned salt de••eloQ
rea,dcad.l D, desi0 Grantor from time to time.
aeertay woo. dcsIp1 C4 by
VOL 1. G fi 01,45E14G i
TOGCTBCR NITC all the Lop...wows. sew or b.r..tor •reeled ee the property. red elf ...meet., •pporr•e.w•, and
f now or hesasit es • pert el the property. all rpl.r...wt• wed oddities. .411 aka. he ewer./ by Mille e«otltr
I..l.weet. all 01 the /e.pel•g la "lotted to le t►l. e..urlIy In•troment se the 4/rop.rr7•.
BORROWER COVEIIANTS that borrower le lawfully seised el the .tote hereby cmovered .d bee the right to goof sad
y the Property sod the% tb. Property le asescoabsr.d. ...apt ter e0.e.b..ee.e of teemed. borrower I11
defend a lly the title to lb. 00.p.rt7 against all elate. .d awed., ••b;eaa t. any ...cobras... el record.
THIS SECURITY INSTRUMEtWT [•able•e ostler. soy.esis for sail&eml ..m end .we -..lien. esr.••n . wlI1 halted
err/.ilea. by lorl•dl•l/o to .n.Iltele . action severity leatnc..1 ewerlaq real p1epn7.
InhIroRN COVENANTS. Borrower and Lender covenant and agree as follows,
1. Payment of Principal and Interest; Prepayment and Late Cbarg.s. boeewr •hett prwplty p+y
w►.. doe lb. pet..lpel et •.d 1 ea the debt e.ld•o.d by II. rose sad way prepay...et wed lot. sharps due ender the
Mate.
2. funds for Taxes and Insurance. a.bt.rt Ir •ppllasbt. I.w or le • waiver by Lowder, borrower shall
pay to Lad.[ o• the day .enl•ly p.ymest0 are doe ender II. rem, o.tlt the Mete is peld l• belt. • •so flail.') Chet
1•ly•erly lute •d •..•.meat. which say silage palerlty over t\l. Sorority Iastnmest •s • ilea ee tb• property, lblyerly
l.aa.I•Id p.r.0•te et greed teato on lb. ►repany. It eel, 1•Il••r4 ►•seta or property lees.•[. pr•.los1 Idly.sly flood
1 pte.luaa, It emit trly.•sly oenpp I prele&e, It spry gad Meer eons payable by borrower to Lode, le
dose. with the presto's.. e1 paraq..p► a, is Ito et the payment et &engage l bee prod.•a. Theo. II... eta sand
40.erw Ito..• Loder say, at bay tbs., catlon sod held Ned. le •a w.eu.t sot to .need tha .•OLoea ..eue1 a leader In a
federally veleta mo.lq.g. lee. may r.gstr. for borrwer,• ...cam eeewst under Ike fd.ral heal estate Saltlwst Prmeedee•
art et 1974 a. wiled tree tier to time. II U.S.C. beetle. Stet .t seq. 1'•S•Ih•1, o.Iea. •se1►ar law that *pollee le l4
rud. mete . 1 .vent. II . , Loder ear, at soy time, eelt.el rod held rued• le •a aroma eel to .....d She I
..cent. Lander nay .a dale the ..ern/ et hd• due eel lbe heel. of data ad te.ae.•ble a•tta.t•s et .rp.dl f
tutor. t.c.w Hews et .o.rwlee In sword.&ee with •ppllc.bl• law.
the rod. •Gaff he held le ea l peolt• sea In•0red by a federal .g..ey. ls.tn.o..l.0lty. or entity
Iloe10dleo/ Lowder. 11 Landow le seek a. loeallsilenl or i0 any 1.4..4 bone loon p..b. Loader obeli apply the Pude 1. p.y the
a.erw It.... Loder may rot charge Sorrow., ter halal.. sod spplyl.q the Polo. llr ...allele. the ...tow •eewato et
sa.11rlal the ■.arce Item.. melee. Loads pays borrower tol.n.t ea the rondo ad sprll..hie law permit. Loder to male seek
oh..,.. bw...:, bender may t.gwar. Narrower to pep • w.-the.• skates ter ea 1d.p.d.•t real .at•10 to repootly sent••
m•s by Lender 1. coo..eties with this Iron. *aloes •ppllo.le ley ptoeldo..tb.nl.e, Bale.. •a .gnret le .da e
.pplleable law requires 1 4 paid. Lode .hall eel be required t. pp borrower say l0t.reat of ....Inge se the
nil.. *arrow•[ ed Loder nay oqre in writing. hwever. cat lst.ro•t e1011 be pola es the rod.. Led.. shall give a•
Borrow.. wlabert , ea..wd ea.wstlmg et the hod., ebwl.g eredu. .d debits to the reds dad the parp... tee which
.a10 debit to the rod. war made. The Iola are pledged as sddllle..t s.wrlly tee sit see milord by 'hie Security
la.ln..lt.
If the red. held by feeder toad lbe emeente permitted to be bold by sppllsabls I..., Lender e\.11 .eewsi to borrowf fee
lb. rya. in etootdrwee with the regelomesie et pplle.bl. Ice. 1C the ..Meet of the rode held by Loder at eay It..
141 not sefllala.t to p.7 las fester item. when de, Lode may es mostly Serrpwer Is wslli0g, ad, la sec► eta. borrower .bell
pay to Lender the woos y to o.►e up lb. d.1let.way. bo..are .bell oats up tip d•Ilel.Ooy la eo roe them twelve
ly pa7.eat•, at Lode.. eels dl lee.
Op.. pay.eet is loll et ell ace.• d•wred by able Iewrlty I..t.us..at. Lollar shalt pte.ptly teemed to *attar.. say rood.
%.ld by Ld.r. II, ender paogtap► 71. I+.d.r shall argot.. er ell the Property. Lowder, polo. le the aegolsillme er sale .f
aka I,0partl, .hell apply any rode bold by Ld.t at the time of aeq.l•lllee et eel. ego • prate agel.at lb. awe. ..curd by
thl. •.wrlty la.armrnt.
3. Application of Payments. a.1•e. .pplle..bl• taw prwld.• elh.rwl.a, all rim•••• ...wired by Loofa, seder
pore00000. 1 ad r e0a11 be applied. lively to any prepay..et charge. doe hide. the Motel eaoeedy te enemata payable .0dee
p.r.paph 11 111rd, to Int.reat duel fourth, to princlp•t duet and let, to •.y late •harp. doe rode the rote.
6. Charges; Liens. *arrow: .y all tames. e...oeeto. charge.. flee and L.peelll•.e satrlbuoble to the
Property which soy stt•1s priority wet this Iwrlty Is.tre..st, sad leasehold r.r ..t. et rowed if eel. harrower
.tall p.y those .bilged..• la the some. prodded le p• p► 7, he If era paid 1s that manner, borrower .411 pay than ea
Ilse dlreetly to lb. pets. wed p•ymest. leer.•[ d411 promptly ferule\ to Loader all motto. of amasses to be paid coder
tile e.rag.aph. II lc..ewer me►.. those paroa.te dleotlr, borrow[ .411 pto ptly ferule\ le ;.der receipts eoldawl•q /4
p.yeai..
Peg. 7 et 7 Form 3048 9/90
•
WREN RECORDED RETURN TOI
TIMBERLAND SAVINGS DANK
PO BOX 697
HOQUTAM, WA. 98550
Escrow No. 94-1318
Tr, - /d'lSe.r-
9410170458
MEG, .1:- ' cq: 1
tl:
REOUt 1 ' • ._._..—
Oc 11 ►1 Itii ?il 'S 1
tap.. Abs. Vbl. ,1 I no dl g Patel
VOL. tGGGPAGE14url
DEED OF TRUST 967-10067-6
THIS DEED Of TRUST ("security Instrument°) is made on october 12, 1996. The Grantor is
STANTON DEVELOPMENT COMPART, A WASHINGTON GENERAL PARTNERSHIP, AS NOMINEE
FOR STANTON SPOKANE LIMITED PARTNERSHIP, A WABRINGTON LIMITED PARTNERSHIP
("Borrower"). The Trustee is
TRANSAMERICA TITLE INSURANCE COMPANY
(-Trustee.). The beneficiary is
TIMBERLAND SAVINGS BANK
which is organised and existing under the laws of Washington state, end whose
address ie 624 StMPSON AVENUE BOQUTAM, WA 90550 ('Lender'). Borrower owes Lender the
principal sum of
eight Hundred rifty Thousand Dollars and NO/100
Dollars (U.S.6 050,000.00).
This debt is evidenced by Borrower's note dated the same date as this Security Instrument
('dote"), which provides for monthly payments, with the full debt, if not paid earlier, du.
and payable on APRIL 1, 1996.
This Security Instrument secures to Lenders (.)the repayment of the debt evidenced by the
Note, with interest,,and all renewals, extension■ and modifications of the Note; (b)the
payment of all other sums, with interest, advanced under paragraph 7 to protect the
security of this Security Instrument; and (o)the performance of Borrower's covenants and
agreements under this Security Instrument and the Note. For this purpose, Eorrower
irrevocably grants and conveys to Trustee, in trust, with power of sale; the following
described property located in SPOKANE County, Washington,
SEE EXHIBIT A WHICH IS ATTACHED HERETO AND BY THIS REFERENCE MADE A
PART REREOr.
which has the address of RIVERWAT VILLA► SPOKANE
Washington 99016 (Property Address"):
'sip cod.;
WASUINGTOU-steel• /s.t ly.ra•.I. rs.hr.ddl• e.e a0ircem Irerneluwy
Page 1 el 7
luret, City!,
Porn 3068 9/90
Yot.luG(fPacFl467 vot.l(i(iU►acf~~:~vG
8. Mortgage Io~uuoc~. 19 L...e.r r.y.ir.e wnIy. 1 ...r.e.. . aomu~e. .t ..1-1.1 te. lo.. -rw by W. a.ra.r .a.ii p.o.ptIr ai.aa..j. ..y U.• MOIsG \u ptte[lt~ «.e ui. ae.ru~ ~..i.u...~ w.re...n ~.i.~....
■.wrltr In~srr~.ns. M~iw.e ~A.ll Nf S►. r.qrlrM t. .a/.f~l. tH wft~~9~ l..+nwa If. fst uy • v~l~l~1 Ie ~M pr~~t -l l~. .61 1~~tiw ~~wrt.d by t\. 11~~ 1. ~ r~s~r ur~pt~01~ Iwr0.c1 felt-t-f• 0. tead l.It& t\•
r•.~o~. t1+• wn~•9• In.u~~~o~ aw•r•y. s.qnlrN ~ 1..~d~r l~y~•~ et o.~.~~ to M L~ •t!•ol~ Mrrar~f ~A~ll rYtA. prrlwa ll.~ ►y. d•f•.d. •~•Is•t •~ler4w~at ol tY:ll.~ lS. 1.1.1 yeaae.41s1. .%lo\ l. lM L.eds[•. epleles ap.f~a~ l. p[.r•.t t\~
rpul~.a te oet~l~ cw.nq• we•t~etl~tl~ pY(.~l•et to tb rstPA l~w~ue~ pr~~loudr •t ~ aw~ •a4•~utldl~ wwt o! tN ll~+l •r (ol~ear.~ ho~ ab bWv l►. /1.. .4 ~p~wnt •ul.l.ateq 4. to.e.c wWralutlH tM 11••
.QUlv.l•~a ie tA. aa~a ta Nrrwr :f tn. -n~.~• l~•~nr~ ~nvlw~l~ 1. ~lh~a~ fra w~lt~~wl• -'aq•q. l...... . {pro+W lo t►1. S•wrllr [Mtrur.t. ll 4ae.r d~t.nlw.~ tlat .y parl .f lb IPr"nr 1. w41." t. . ►1•. N90. may ~ta.l. ydo.leT
by l.na.r. It .~e.e..ei.t~r ~wt..►..t wera,.~• lnw~~~~~ 40 lo +ea awallelle, Ngrewg OM11 pAY te I.Wot -O\ aws► • o+~r t\l~ A.wrlty ix.ana~.t. 4od. r -y Ilv~ be~r an~ . wtl.0 I~~.tlfyl.j aM Il... bawf .►.ll ..al.fy U. L1.+ ~r 1.k.
p+.l to ~~•-twlfa► d U• y..~ly ~e~p~~ In~~n..~ yralir Wlq p.l~ hrrwi a►~ l~.rnw~ ~ev~q• Up•«I ~r e~~ ~r ~en ~f ~e~ ~atlo~~ ~~a be!► ~Ow~ rl~~l~ N ~~r~ N lM ~l.lN ~f u~l~~.
a...w i. w ~..w.. .~u .ce.oa, ..a r.a.~. u... o.r...a. • t... n..... t. u.. .i 1 .w. S. saaard oe vrop•rtp insuraoos. &e.rw.• ~►aIl bq tM iron+....u w..t.u.j .r ►.r..u.e •r..t.+ «41
[O~• [~~~fr1 Pr~~~~ Yr M tM1~~ a■-qY1f1A, •l lN OPIIN ~1 {nld~i♦ N[1~~~~ I.e.1~N1 COI~I~~~ 1-/ ~fCO~ll~ Y1. d .9.9~~t A0.* p1 ►...ld. LblYdN Y1lht. lN 1.I~ .y .11r ~l~f ~~~~,d11 lYlWlN
I.t ~k. qr1ed an~l t+nA~~ ~p~lr.~l pr~vld.4 0y ~~~~r~~ pp~wM by yw~~r .1~lw ►.e~~ .v~11J1~ ~M al~~l~J. Ilsad. Ile0d1w1, Iot Ml.b IaWef go"lros lat+rewe. T41s IM+wewe o►oIl 4o rlatelwd t\* emarst• ..A tat tA, p.rlal,
wrre..~ .a.l! p.7 [w. P~..lw. rp+l•.J t~ ..l.t~l~ rrt~~*. I~.~n.e• Ie •(f.oc~ ~r t. y.wldr • le.. r•.•r•~ ~~tll tN +.~rLwa.r 1.Qu1ek.. T4. I... r.~. ~•rrNr I-101.I t►. l..rraw ~A.li W Gr w9rov~r ..GI•et to [aW.r•. ~pprw•l
rqu1r••.nt I.r NR~q• Iw.rr,w~~ ~W 1~ ~w~N~r~ ~tlA ~q rrlu~~ y~~...M Ntw.e Sorrw~r lM 4W.t *r ~pplteJl• r►lM ~h~ll wa M .wrO.~e~ly olaU.ld. 21 Marwnt 1.110 N ul.a.l. 4 1l.e LM..r lod~~ •i {.~d.r•s
t•v. epalw. e4t~la ~wer.p t. prsa•m IarLr•$ rliflo la ab Prp+n7 1% Opsrda.eo Ntb rral-y► l.
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l1.e b.ra.r netlo~ ~t ah. tlo. af or yrler ts ~s laap~vt/w ~pwl/rl.1 Suaoa tot tM lupwtlw. •\.ll Nr~ tM rl~bt N Ml~ tM Pallrl.. Nd t~~w~l.. lI Lad.t 9p+lr.., brser Mell ytspllj flv. t* Ird.r ~II
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~rv•~'~ N ~M ~.N Lw aA• ~ll •'o' R So %A. w•ti iw•~~+~'•s. ~p+i.d 1 ••at~1d t ~~•.~aw'• w~ ps~te. W~ p~+1~~t i*•M• 1, ~aw ~Jd~••• ~O ~ UV°~•t. ~~~s•.'eraiM ~►a
Th~ ~~ott• t'~ ' to tlef aw~ tllt ~ ~t \M ~ ~t n ~ ..Ytti ~ •
et S00' N+ \ol ~ • iLn µ~r
11 `A' ■pe•.d• . t~•• at a►~ UU ~.tN a,• f t► e
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~aY t ~ W ! •1' ar~ t M ~ =N~aN P°" saT Y i~d. c~N 1~d!•' d~t aceU r~.rl•
11 ~p• ,1y~. T~ov' Y6paCk s~ a' ..s ~t ~tA L Uw+ sds'. .a.L V.. wMVV+~~ a` Y ~ot
~ to • ~ctY. t j6~ ~ A.0 ,0•9er' r y~ ~m+• o~ ..t snctw~• r.A~• .d ~d cty U
a...~..~ ot 4tn4 i~ $~a utl Y~....a. .ra ~.a~1er t►•►r.r scw ~a~e. ~~u bt tl ~d'~ tsuv'
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Icv sssi 'o o~' µ `a s10'6 ~N~~ 1' ~~.aY ~jee►•~ Y t",1 P es.o r~~
IO' aat~,ppl/o~nt• ~e.s
~~k~ N 1'Wro, fe \hl~ P~
~~W1~~t0v• s►!d•s ( ~V p,etpl i•L~a~ lo E•~laL•
~ %a.eu.,.d e.1"~ , 'e4►.cl~\ l.
~yl~e°~ tN~ ~ St I
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rp=p 3018 9190
w _.aat~ -
~ ~ . . ,
• + ~ , . . •
YOI. 1~i ~ V Pb6E c.~ rf i~
ry + eY 9IONiNO eetow, Horrow caceapta •nd ayrees to the tecme and covenant• eontalnsd
EXIIIBIT "A" YOI. 1 U ~ U PAGE 1~~ in thla sacurity Instrumenc and in any cldorls) •xacuted by eoczovec end reoordod vleh le.
Nit~ws~e~~
1,ECAL DE5CRIPTION STANTON SPOKRNE LIl1ITED PARTNERSIITP AND
The wevt hal[ o[ tha Southweei qusrter and the Neet hali o[ tho ST&NTOH DEVBLOPNENT COHPAlIY A HA~uTUrTnn CgliEMI, PARTNER$}(IP
Southeast qw rtar oC the SouCAwaet quarte[ and Covernment Lota S end
6 oE SecGion 8. TownsAta 29 t+orth_ Aanae 45 Eaa[. H.M.,t STANTON SPOKAf1E L.P. a1r# nsrUI euitotIia COMPAt1Y, A HA9111NOMN
Dyt Dean Building Corp, conrosur:oa, pARTf16R
f%CEPT COUOty Aoads on the Hest 30 leet •nd South 20 faet► StPtQtO Dev81 pm@RQ,Co. O.P.
L ~ a••1)
AND exCEPT tha [oUowing S eractnt 0 V. toNlUtD ocatt, ypggtpCXT + -Borrowr
(A) That portion ol Covarnment Lot■ S•nd 6 lyioq Northcrly ot the py= pausley Dev. Corp.
folloving describcd linti Stanton Developmant Co. C.P.
BCCiNNiNC at a poiot on the ueat Ilne of •aid Covernment Lot S. ISO ~ . , et$ eouar.sx DCVELOPlIENT CORAOMTZOU, a
tee[ Soulh oE the Neet qw rter corner o[ said Sectlon 8i thence EasC ASUINCTON eonro =[oN, PMTerEp
at right anyle• wieh the Nast IinQ af RAid 9ection, ]]0 leett thcncc
12ortfi 61'16' East. 990.5 [aeli thena• North 61'49' Caat. 684.8 toett
(eeal)
tltctice i+orth 55'57' E.sot. 767.2 lect aora or lein to a polnt on the Ottw Hous[.it, 1a32Drrr -eocrover
4U
F,aet 11ne ot oald Government Lot 6. sn1J polnt belny 425.1 Lout Horth
of tlie eenter o[ naid Sectlon er
19) that portion oC the Sowthwea[ quarter o[ Seetion B, Tovnehlp 25 HurLh, Hanae CS East. H.n., deacribed aa [ollovri
COMMENCINO sC the Southvqet corner ol •ald 9¢etioa 8; Chance Horth
00•00'09' Ewst, olony the Hsst lino o[ said Section B. a diatanee o! STATE OP NAS8Iti0SOH
959.00 teett thence South 89'59'11' £ast, e dlstance o1 30.00 toet to
tbe True Point o[ Beylnning oE th[s deacripG[on, seld polnt Deln9 the
Erst Ilno ot Bakar Aoe61 thenee continutng 8outh 89'39'11' Eaut, a COUNTY OF
distance oL 770.00 fca0i thenan North 00100109' Laat, a dlatnnc• o! 650.00 Ceeto thena• North 69'59'll' Mest, • dlstanot o! 370.00 [est to On tAi• /~j~_d&y o2A.D. 191•/ , be(on me, the undaroLOnod, a
the Eaat 1ine o[ earkar Poadi ehence South 00•00'19' Neet, alonq Lh• Notary publia ip and tor the state ol Wsabingcon, duly commisstoned •nd•swrn
Eaet line of sald Barker Road, a distance o[ 650.00 Leet to the Point pereonally appeared 6Ai1tN 8ovst[te pRCszotUs ot BWSLLY oevtLOpr¢tIz CoitroM'rioIIA
of Deqlnningt MASUINOTON CORPOMTIOq# PARiNLA RDd P. iDNAAD DGIU, ppF9IDEN? ot DEAN BUILDINO,
(C) BECINNINC at a point on tht Nast line o[ •ald 4overhroent LoG S. CORPOMTION, A HABBIMGTOH CORPOMtION, YAATNBR. ot Siltt2Ott O6YSLOVi¢ar2 COxYUIT,
1809 teet Nortlt oC the Southwest corner o[ asid Snctlon 8i thenca E+st A Mx.!'BIHCTON Csxl=AU, p12171tpgg=p, Wat •aeeuted the toreqoLnq instruaent, •nd
30 feet to the Trun Point o[ Ocpinnlnqi thence East 200 [aetJ thonc• acknov2adqod the seld lnstrwnent to bo the !rs• and voluntary aat and doed ot
South parallel with the Hest line o[ said LoC S, 200 tooti CAnne• Noot said pactnarshlp, !oc t6• usus and purposes thecola wutioned, •nd on oath •uud
200 leet Co a point 70 Ioat East oC the H¢qt llne o[ ■ald Lot S1 thenc• thet they are autAort:ed to •xsoute tb• sald Snotcvmene.
NortA parallel with •a1d Nest line and 30 feat East thereol 200 teet HiStIasa ny haad and ottlolal otal hereto altlxod tht day and y*wr in xE~p,
to the True Point o[ Beyieninqi
certitlcets abov vrltten.
Ilegal dcacrlption continusdl • ( ~;•^y:bfj
% • 1 ~ ~ ~
.~w {I, •
Notary Fubllo in and tor the etat• ot+•i
• f or
sesLdtag at__[~7(....,,,,~,~...,~ • '
~ ,~w~j•
►•9• 7 ~t 7
yoi. i 6 6 0 phGE 14'7 2
(legal deeeription continued)
ID) A portion of the Southwest Quarter of Section 8. Township 25
North, Range 45 East of the Willamette Meridian, described ae follower
COMMENCING at the Weet one -quarter corner of Section 8, Township 25
North, Range 45 Eaats thence South 00'35'03� Cast, on
istance tha of West
e t0line eetf
the Southwest quarter of said Section 8,
thence perpendicular to said West line North 89'24'57' East a distance
of 30.00Ofeet tI the East point being the line of Barker Road South line tPOINThe
that
certain
Of BEGINNING) of Said po to
Recreit parcel of land as conveyed arrants; Deed recorded August 25.
1986 under Auditor's P byle Statutory Y said
Northu89'24'157' East a distance nce of8300.00•feet;cthencegcontinuin9hline
along
said South line North 80'40'57' East a distance of 434.35 feet; thence
leaving paid South line. South 66'24'57" Weot a distance of 349.24
feet; thence South 34'24'57' West. a distance of 190.00 feel; thence
North 85'35'03' West, a distance of 300.00 feet to the East right-of-
way line of Barker Road: thence North 00'35'03' West along said right-
of-way a distance of 200.00 foot Lo the TRUE POINT Or BEGINNING;•
lel A portion of the Southwest quarter of tha Southwst quarter of
said Section B, more particularly described as follower
io marked
by a�SSouthwestCING at the
pok ne C untybrasaSection
cap at the intersection of Missionh and Barker
Rode, said point being the true point of beginning the land hereinafter
deacribeds
Thence along the Westerly line of said Section 8 North 00'35'03' West
888.91 feet; thence departing said Westerly line North 89'23'06' East
400.30 feet; thence South 29'56'26' en t 13 95 feet; thenceoSouth
00'00'04' West 706.49 feet to a point
Section 8; thence North 89'56'50' West 498.99 feet to the true point
of beginning;
EXCEPTING TRERErROM the right-of-way of Barker Road and also the right-
of-way of Mission Road;
Situate In the County of Spokane, State of Washington.
, ~p-RCEu 1: voi. I 7 :l ? P~cE .l ~ l?
Titnr 1 i~t1t13 5/K[ eMvtOt D!OM MiCOnO1 A S YSf
' )d .iiic~ Tnnwmaico
Ttiat portion of the South half of che Southwest quartec and Government ~y
~O 'II ~.~;INSUf1ANC:k TidetuwrnucG.npany ~:•.~'-:i
Locs 5 and 6, of Sactlon 8. Townahlp 25 tlorth, Rnnge 45 East, N.M., more
pacticularly deaeribed ae Eollowsi y. ~1 ftOY ~ 23 ~H 1
! IOARECOaDFt RfOUtbt 0/
BEC3itR7INf3 at the moae Norcherly corner of Tract •tl• of RIVERWALK FIRST ~ ~ •
AOOITIOtt as per plac thereof recorded !n Volumn 23, of Plats, Ppgea ]7 I 61 •u(HtMU: ,
ttirough 40; thanca tlorth 60•00101• Eaet, a dlatance of 249.12 [eeCJ 95110700 ~~CyTYi'15H.
• Chenca North 40130'15' East, a distance oC 130.05. Eent; thence North UFPUff
f[ 18•OB'02' 2aet, a dietance of 191 78 tae[ (Rec. 141.63 [eet); Cliance • '
NorCli 09•04141' Fteet, a JiaCenca of 437.89 feeC; (ReC. Not[h 09•04'S6• wirtnntconoton[TwwTo '
''1
~ Weac, 437.99 tee[1j thence tlorch 30•79115' Hest, a dletanca of 39.62 ~
feacJ (Rec. North )4•]1'54' Heac, 19.57 teat) f tAence Ilorth 06•43128• ~~.m. Septtla-F~cs~ Nu~lo~el dunk.. YOt. I7(~~,.PI~GE 1v '
~ East, a dletencn o[ 100.00 Ceetj thenca North 02•771121 Eaat, a dlatance R E Loan Admtnlstratlon - 8ullder Benking .
of 110.32 teec to the 3oucherly lina o! Parcel •A•, ae deBeribed in a ~ea..~ _65t01 4111 P44nA44l1?e_ i .
9tetutory Harrancy Dned reeordod under Audltor's Doeumene tlo. 10500 H.E. 8[h Strtat, Sulce 600
-94051203941 thence along the Southerly line of eaid Parcel •A• South cu~,i~n..2ie.._P9AI~~VMR~.WA._4~~44=~afL._..._......., ' •
80•41'37• Haet IRecotd South 61116' Nast) s diatunce of 517.09 Ceett . ' • •
clience South 12•19'll• EasC, a diatenca o! 130.49 Geetl thence South-
f866)77))0]-26
B4•1B'44 NeeC, a distance of 22.15 faet7 thance South 12119'11' Eaet, a
diecance of I52.84v'teaci thence South 77•40'491 Weac, a diacance of- Parftai Reconveyance
40.57 [eetl thnnee South 12•19'll' East, a dlatance of 110.00 Eeecl '
• thence North 77•90149• Eaet, a dietance of 10.00 Paetl thenca South The undeniRned lrustee undar lhol cerlain Dead of Tnul, da1sJ ....0etoboF„12,,,,,,,,, ~8,94
1]•19'l1• East, a distanea of 66.74 [aett thenea North 65°09'SS•, a ~~~Y~~~~h gtanton Developmpnc..ComP4ny,~..~„4aehington„Ca~or~l,Pa~tnerahtpt..ae..nomincr
dls[ance of 267.49 IeetJ thence NotCh 78•1]')4' EasC, a diaCnnce oL D~~ Tlmb~rlond Savloas B~nlc
82.49 [eetj thence Soueh 09•04•41• Eaet, a dleunca of 1010.11 taec co le qinnlor onJ
the be9lnning of a curva eoncave to Che Soutii having a cadiue of 167.40 too lkneficinry, ratonled on......... QSS44S..I.Z......., IB $4....., ss Auditar's File No...... 0441Q1 7Q?i4
Eeet (Crom which a redial llna beara Souch 131131101 fiast) i thenee ' in Volurm .~660.,.,..,,,,.,,,, of Mortgagn. al pMRa................. . . . . 1e64 _ . recnnla nf
Nesterly elong said eurve Chrough a central angln of 071341401 an arc • ........SQQkanq........»..Counly, W&shtnglon, having recetved unJor r.iA Decd o/ Tn,a~ a urillen
dietanee of ]SJB [eati thenee South 09•04' 41• East, a distance of requnt lo reconvey a porllon of lha rad proWrty deuribed {n setd deed, whkh requesl wu •pproved by satd
150.03 feees thence 9outh 65•09'S5• Naet, a distance o[ 420.59 [eetj Rranlar, dxs hereby reeonvay, wilhoul warranty, lo lAe p.rwn(q eniilled Ihento tM tight, Uilt anJ'tnfetest nnw
thence South 49•56'271 Eaet (Rec. 9outh 49•55'471 East) a diatance of hclJ by niJ lruslee In end b thikt partfan of Iha rul property deuribeJ In uid DaeJ of Truit, aluated in
71,11 feee thence 9outh 29•59'58• EaeC, a diecance of 110.00 [oetl , SPp.k?gcl ,,,,,,„,_,,,,,..Coun(y,\Vuhioglon,aalollows:
thnnce South 74•43'97' Eaet, a dlatance of 49.27 [nats thence South
79159158' Eaec, a dlotanca of 118.04 CeeC (Rec. I18.00 [eetlt thance ~ tor Sunton S okane Lieltad Pnrtnershl s Voshio ton L!mlceJ Partnerehl
tlorth 60•00'O1• Eaec, a dlacance o[ 87.06 feet to cfie Point of P P• B D
Beginningj •
Sltuate in the Couney of 3pokana, state o[ Haehingcon.
pARCEL 21 '--AS IIE0.H70 AITAClIfO 1N EXIIiBIT A
, That portion of tha South halt of the Southweat quartar nnd Oovernment ~
Lote S and 6 0[ Secelon B, Townaltip 25 llorth, Ranga 44 Enet, N.M., more n
parcieularly deacrlbed ae [ollows: ' 13
BEGINtiItiO at Ctie a+ost Northerly corner o! Trsct 'l!' o! RIVER►1ALK FIR9T 1N
ADO[TION aa per plac theceof racordad in Volume 73 o! Pletn, Page■ 37 tT
O
tltcough 40; Chenca 9auth 19•59'56• Eant, along [he 6aeterly houndary of
aeL•i RIV£RHALK FIR3T ADDI?IOH, a dietanee o[ 159.06 leeti thance t7octlt ~
60•00•02• fiaec, a dlatanee of 369.96 Ieets thance South 29•59156• Eaot, '
n dlacanee of 17.01 feet (Rec. 37.00 Ceetll Chence Nortll 68100156• east, pate(i ,,,,Oetob~.r..a.~_, µ .,.,,,,,,.,.r
a dlatanca of 61.97 teett thenca North 75•40'S8• Eaet, a dietunce oC 67.00 feaei (Rec. 60.10 Ceetlj thenca North 89•48100• Eaet, a distance ~ of 731.53 tnet; ehenea North 00111'00• Neee, e dlatance of 119.41 [ee[
lltec. 119.34 Eeetlr thence North 02•41•031 East, s dlatance of so.on ..».....T.KAHSN.iPB{C!\.T.tTl.f..tl.!54I9A9GF..tONP.At1Y
Eaett thenea North 00•13'00• NeeC, a diatancn 119.41 feet; (Rec. 120.00 • _ 17'n~.i«.1
Eeat) j thence Norch 89•40100• 6ast, a dlatance of 144.SO teetj thence
tloreh 00111' 00• Heet, a dietanee o[ 110.06 taet (Rac. 130.00 Eeec) I G nY • • • • • • • • •
thence Norch 04102'55• Eaot, (Rec. North 04 •021 52• Eaat)i a dletance oC
35.10 Ceeti thence North 00•11'001 Heet, a diatanea of 1099.94 teatj
\Q By.....8 ~ ...PA4lR.../Sp A71t.D11R. S.~GF~.t.IlfY._
(Rac. 110.00 [eet) thence !lorth 89148•00• East, a dietance o! ]0.01
teat; [hance Nocth 01•71' )1• Naet, a dietance o! 348.09 feet; Chenca grAl'E OF WASIIINCTON 1 BTATE OF ~vA8111NCTON 1
North 73•78'27' Neat, a diatance o! 21.65 Ceett thence NorCh 56•21137•
Eaet, a dlacnnca o[ 70.00 Ceet; thence North 37•38' 27• Heo[, a dletance CoUNTY OP.._._ 1 CoUNTY OFV.~_KS.ni._._..„_.,_..._J
of 149.00 taett thnncn South 56•211771 Heec, a dtatanee of 37.48 leati Onihi•d.yperwnmillYavpnredMlo19 me On1Ai.„__.)IQ6d.f ot..._..DetoEer_.....__..._..__».,io.95 ,
thance North 33'38' ]7• Neet, a dlstance of 265.20 teet to che 9oucharly Mlon m., th. aMhnign.d, • Novry PuWie In .,d let ib. S1.1• ol Wub
' line of Parcal •p', aa daeertbad in a Statutory Harranty Deed recorded IMieadulrcommh.a-a..e...o.~,p.~.w~.n~.oP..r.d
unde! AudiCOC' e Pl le DOCUment NO. 9405120394 ; CheI1Ca SouCh 61' 1]' 7J • lo me, 4no.n to M iAe indi.idu.l d..erib.d fo and
Hest, along tha Southetly llne of eaid Parcnl 'A• (Rec. 9outh 63•19' .1. ..-Iadlho .1thin.a4foiryoln1 lM(tumornl, yx~xxxxxxxxxxxxx~cz~axxx,~
' Hest) a diatance of 558.69 [eat j[hence Sou[h 02•37' 1]• Nea[, a distanee ..I .rkeo.i.di.d olh.i dgited th..~~~y{,~„~ X~F !~~t~;,.._..Setn4ry.
of 110,11 teet; thnnea South 06•47'19' HeaC, a dlstance of 110.00 (eeci ._._,,,__I,...nd.o~uni.rr•ct•d N14J,,.,isX+.db.y,a(_..,__,T~in~~nejlca.Tltls,lne_,Co._. .
' thance South 34179' 15• Eaet, a diatance of 39.62 [eat (Ree. South (uI IAf Y/Q aO[I pYIIbRa IAfIttO ~pfpl~l~,+-. ~ n.~ror nuoo ih,t •,.c.'ad th. fw«oins t-lrumenl, iond .ctroo+t«IR.d
)4•]1'S4• Eaet, 39.57 Eeet)I thanee South 09•041411 Eaec, a dlacanee of ~~"4i~~~~~u~m•~~wbeN•f.e..na.dum., r.c. .MiJ.wid..aco.roc•
Q
0)7.89 faet (Rec. South 09004• 56• Ease, 437.99 faet) ; Chence South j°s t!" '°t' u'a puIP- IAireln meMlened, and on wih .utt.d tn.t
~ 18•081071 ileet, e d1sCaDee of 141.78 LeeC (REC. 141.67 L68C11 thenCa ~'~p'•~a--~~-ls.-._wtYnriudLoeaeeuletheu~din.toumenlanrllMttMw1
CIYEN u1uler m) hsnd a~ uA~iQ~ Yl r0~ ~('rdp ~M eorpe~~~~ ~ I W~aiA co~pomion
' South ~0•70'15' Neet, a diatance of 110.05 Eeeti thence South 60•00'07• , e y~
~ d~r ofr."_._._..__--..._.i_ •ST : ~'~Inen nY lund yLiy's .M'4lo rti.ed iM d.r .nd re.r 6n1
Vlest, a dtatanec o! 219.12 Ennt to Cha Point o[ Beglnningj •1~~.;~~,,. ,;i ~
. Llnda J. Vfeland
° i,..~... ~r . ...SL _ .
3ltuate ln the County o( 8pakane, State o[ Hashington. N.a.rPuMkin..dfe.+iKsiaA.of•+ujj Nour> upik~n.~ior~h.si.~.o~w.aht~aea
tqld) •t _NaotOOw ~IA.......
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~ •G~/ " ~
✓ ' r~~ O r
DAqC[l 7E 1015 ~ VARC' L 7-8
, ' • VARCEL 52 lOIS
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r~ ; ' ~
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i• . ~ 7
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• . , .
U~ J
...>~LfO , - ~•'Qtj.} :Zr ~~.}~:~/~r..~'. .J ' ~~y ' ^ i.'.1 ji•.~~~tT~~ ~ij1.4`i 1 L.Sljl'~1. ~~'f+ T . •
• ~
~ I. PARTICS ANQ 1 1RISDICTION
. .'r.,•.
Z 1. Wcl Cu is a Wasliingcon corporalion wi(h its cliie( piace of busincss / . • . •
~ in Dellevue, \Vashington. 1Vel Co is July qualified to mainlain this action. . If
, t~
` ' F►~ED
5 2. DcfcnJunt Stanton Development Company is a Wast►ington gencrni ' 2 ou
JUN -91995 -
a partncrship willi its cliicf placc of busincss in Rcdniond, King County, 3 ` iA,, ou~ r
~~°Un"~"~bue~i~ e~rve
~ Washinglon. Thc par(nccs of Slanlon Dcvelopmcnt Company arc dcfcndant . ~ ,
g g .
A tlousley Development Corporatlon, a Washington corporation and Dean e
10 Building Corpora(ion, a 1Vosltingcon corporotion. 7 IN TH8 SUPERIOR COURT OF WASIiINGTON
FOR SPOKANE COUNTY '
It 3. The property wliich is lhe subject of this action is siluated in • ~
g WEL CO GROUP, 1NC., a )
12 Washington corporation, ~ 95203 2 6 3-l,
Spokano County, Washington. Tl~is court t►as jurisdiction ovcr tlic parllcs to
. '
13 10 ) NO.
14 and subject malter of lhis oction pursuant to RCW 14.12.010. • » Plaintiff, )
• ) COMPLAINT FOR '
15 11. S'„Q,U,SC (]f ACTION: 12 V. ) FOR[CLOSURG OF DCGD
1e roRecLOS~~i« or~ DeeD Qr I•n~t•r 13 ' SI'ANTON DEVELOPMENT CO., a) OF TRUST
17 te Washinglon general partncrship;
ie 1. On May 12, 1994, dcfcndants cxccutcd u Promissory Notc in ilic • HOUSLBY DEVELOPM@N1' CORP;)
• 15 n Washington corporation; and )
19 sum of $1,600,000 in favor of 1Vcl Co. A copy of thc Promissory Notc is . ~s DEAN IIUILDINO CORPORATION, )
Zo , 17 a 1Vashington corpocation, )
altachcd hcrclo aa Cxhibil 'A'anJ m-ada a parl bcrcuf hy lhir rc(crcncc. 'I'hu . )
" ' te Defendants. )
Zz Notc providcJ llic foflowing: )
10
23 so
za 21 Plaintiff, Wel Co Group, lrtc. (hereinafler referred to as "Wel Co') hcrcby
25
COMPLAINT FOR r-ORGCLOSURE 22 stutes as follows:
28 ON DECD OP TRUST - 2 23
r.kuJ~.y31 /{m+n i+✓comph 4d
Mclnerney ` Dakcr " 24
M...........~.. 25
~».e.......
~""`~-a- . COMPLAINT FOR FORECLOSURE
ze ON DEED OC• TRUS7' - 1
_ . • • . ~kr~rvsU~a~rtwWmPf~LY
, I Mclnerney • Daker
~...a.~....
- ~ ORIGINAL
~ ..~..,.....,,o..~......
, : . . .
...:....~,:o►c! ~
, .
' Ar
n. Principal payments in the amount of $400,000 cacli would bc
i ,
I within IS Jays after wriuen noiicc, as rcquircd by thc tcnns of thc Promissory 2 duc and poyable on cach annual nnnivcrsary of the Notc (i.c., first principal
2 Notc. , 3 paymcnL duc on May 12, 1995). '
3 5. Pursuant lo its option in Ilic Promissory Plolc anJ DccJ of Trust, ; , '
q 5 b. [ailurc lo make a paymcnt as rcquircJ by tlic Notc, if not
~
5 Wel Co lias accelcrated tlte enlirc amount due under ilic Promissory Note. 8 c'ured within 15 days after wrilten nolice given by 1Yel Co, is o default.
s Thcrc is currciuly Juc and owing front dcfcndmtts Ihc sum of SI,600,000 7 c. In the event of a defuull, 1Vel Co may declare the principal
7 togcthcr with inlcrost iccrucJ al Ihc Iiighcsl r:Uc uUuwabic by I:iw. e .
o balance anJ accrueJ bul unpaiJ inleresl immcJialcly duc and payablc.
. 6. UnJer the tcrms anJ condilions of ll►c Promissory Notc anJ Dccd e
9 '
10 2. Tlic Promissory Nole ls sccureJ by a DeeJ of Trust signed by
to of Trust, tiYel Co is entiUcd to reimbursemenl o[ costs and a(torneys' fccs . 11
' • dciendants on or about May 4, 1994. A copy of the Dced of Trust is nttached
I I incurrcd in maintaining ihis action. 12
12 hcrcto as Exhibil 'II"and made a part Iiereof by (his reference. Tlie propcrty
•
7. Thc Deed of Trust altaclud hcreto as Exhibil °D" slioulJ be 13
19 14 which !s the subject of tlils action is legnlly described on Cxhibit 'A'to the DecJ
14 forccloscd and the real property sold by the Spokane County Sheriff lo satisfy . 15 '
. . of Trust.
'g tlic indcblcdncss duc and owing from dcfcndanls lo Wcl Co. 1f the rcal • iB
19 17 3. Defcndants failcd to makc the first principal paymcnt on the Note
•
propcrty is sold at a forcclosure sale, plainliff is cnlilled to bccomc a bidder and
17 IB due on May 12, 1995.
le ihe purcbaser at such sale is cntitIcJ to immcdiatc possession of tbe renl 1e
. 4. On May 13, 1995, pursuant lo paragrapli S.I(a) of the Promissory
ie PrOp°rty' 20 Note, Wel Co gave writlen noticc of de(ault to defendan(s. A copy of tlic
so • 21
8. None of the dcfendants ls in the military service o[ tlie United •
21 . 22 Nolice is allochcd hcrcto as Ealiibit "C.' Defendants failcd lo cure the defnult
22 Sl~lcs. , 23
24
23
24 • • 25
COMPLAINT POR FORECLOSURE
zs •
' COMPLAINT FOR FORECLOSURE 28 ON DELD OF TRUST 7
' ZB ON DGED OF TRUST - 4
wknVwpsli`mrtirJcognVi&L-A Mclnerney • Daker
~ , ..o..,...
Mclnerney • Daker
.......::w,:...::~„~.. ...~...:::.:".°°~~e ~'.....v
~ ~~Ytl{. ~~w~Mwwow . • I~~~~1yY
r,..r . . .
.~F~ r~•!° . .
• ~ .
.r.r~+e++i. ~erL •~~IW ~'Y'~ •
r~..~
~~~.n.. .r~.~:lila+a+~N. y +W}r..r r•' !+'M'la'^.t,w, 1:I':', '*1 .1~ .~..Y;+•.r .v..1%.
" ~ :t,tl~k~~i_:rr 's. t . ..r•.; aN
•:a. -s.n~ w . • ~AS:, yjtjy^~~i~'~i~,~;Jjl;►S i.. ~ 1 e11
. .
:.i'•~• •
~',.r tti~"~' 3~'~ ftn•F~i:J"... ~ : • r• ~"f 1.~ "q•.•r. `~'1
'~f'~{'f:,~'i~l~~^~N•Y J ~ t,! ~i ,.1~~:r` .,".{(i.l~ .p:'M1:4•,~Tr
'
r. , ~ ;~Iti~j~rj)1~Pr.Y.~• ;.ayi ,y'.
. . r . r • . . ` . . , • ' . . • , . ' S . , ' '
r': t~...~ ' ~ ~;•t'..V': t ~ ` .
at a forcclosure salo in thc manner provldcd by law, with thc procccds tliercof •
• ' 1 9. No olhcr suit or action lias bccn inslilutcd or is now pcnding to
z to bc applicJ lo lhc paymcnl of Ihc judgnicnl and inlcresl thcrcon and any an(
' Z collcct (hc Notc or to forcclosc upon U►c Dccil of Trust.
3 all sums found duc nnd owing to plainlifL lf any Jclicicncy rcniains oQcr
3
~
4 10. Plointiff docs not waivc any dcficioncy judgmcnt against any of thc
application of the procccds of such sale- Ihereon, plainli(f prays Ihal executiar.: i 4
5 defcndanls.
0 issued for any such deficieney against defendams and eaeli of them and enforeecl 5
e III. Iil: .l Er REO 1_ST D
~ against any other properly of thcirs not exempl from exccution.
e 7 1. Plaintitf prnys far judgmenl asainst cltfcnJants, anJ each o( fliem in
3. Plaintiff prays for an order dcclaring thc righls of each of Ili<. e
e lhe sum of S1,600,000,logcihcr with interest ai thc liighcst ratc nllotivablc by law
10 defendanls, anJ aoy person claiming by, llirough or under them, to be infecio, ~ 9
10 from and aAer May 12, 1995 until paiJ in (ull. Plaintiff also secks judgnicnt for
. nnd suborelinale to Ihe llen of plaintifCs Deed of Trust ancl to bc forcvcl
12 any and all other sums due under lhe Nole und Decd of Trust including, +vilhout
foroclosed, exccpt for the staluary right of rcJemp(ion altowed by law. ~ 12
13 j 1
limitatlon, aII unpaid renl estate taxes,. assessmcnis, munlcipal cl►arges, other
14 4. PJainliff prays for an ordu nuthorizing plnintiff to bccome a biddci i 13
14 items which may constituta licas aguins( the real propcrty, ihe cosl of insurancc
1' and purchaser at Ibe foreclosure sale and granling the purchaser immcJinte
1e ~ t5 and repairs as neceuary to prevent impairment of ihe security, tlw costs o
posscssion of thc real propcrty.
17 17 service, liUe search, sheriff's fccs and such othcr eosis as may bc incurrcd in ihi
1e 5. Plaintiff prays for such otlicr relief as the court dceros just and ~
ie action, together wilh rcasonable uttorneys' fces incurrcd by rlaintiff and intcces
equiiable under ihe circumslances.
18 on all amounts advanceJ by plaintiffs, incluJing atiorncys' fecs, at ihc higticr
DATED this ~ day of lune, 1995. 20
21 21 rale allowablc by law.
22
.K. c(nerney, r., WSIIA Jl4809 • 22 2. Plainliff prays for a decrce of foreclasure directing the Spokan
23 MclN ~RNGY • DAKCR • •
24 Aitorneys tor Plaintift ! 23 Covnty Shcriff to foreclosc upon llie Deed of Trust and to sctl tlic real propcri
• 24
• . 25
COM1'LAINT fOR fOftCCLOSURL'
~ 25
26 ON DLBD 0F 'fiZUS"1' - G COMPLAINT FOR FORECLOSURE '
28 ON DEED OF TRU$T - S •
MrlncrncY • 11:ihi•r WknuPwNUsm.n„IeompI&Ia
• Mclnerney • Dak-
~,~..,.M.
.
~~~~Yr~~~M
. ~~q~~~.rwMYtM wM ♦
:i
. . . ,
, . . ~ -
~ , ~
• ' , ~a.~r~` 'u~ u.,...~~. .t_ • • _ j~:~•ci~,~y,,~ ; * fi,.~~~~~C~~C.~jj~:i•.,.~~'...~'(~A
~U.~~ ) lA_ e'{~~(y4~ j :N ~ ~ '
~ I !~l ~ ~ ~ • ~ 11~ ft~ 11 , y ~l' . . - .
' }t.yh.~ IA' ~l•ti Y7JlIf, e,
7{ ' ~ • r n. Y•'r•1 S1.:i ' AAL IIEE2YIFN'TS,1N[NrORCF.ABLE. ORALACREEML•'NTS OR r ~ ; '
OItAL COM 17Trt£NTS TO LOM1 AIONEY, CXTEND CREDIT, OR 1'O ' FORBF~R FROM ENFORCiNG ~ REPAYM1tENT OF A DEST AItL tvo'r • pROMTSSORY NOTC
ENFORCEADLE UNDER 1YASIIINGTON U1V.
fN \VITNESS 1VHEREOF, Dotrower has cxecuted ihis Note on Ihe date Grst .51,600,000.00 Seattle, Washin ton i
Mey ;L, ~994 ~
nbovc wtilten. ' ; . •
STANTON DEVELOPMEI'COMPANY, a , FOR VALUE RECEIVED, the undenigncd, STANTON DEVELOPMHNT
COMPANY, a Wa:hington genaral pannershiP (Borrowec'), HEREBY
\Yash(ngton gensral pannership , PROMISES TO PAY to the order af WEL CO GROUP, INC, a Washington ~
HOUSLEY DE`✓EI.OPMENT . corpnration L.cndcr) the principal sum of ONE MIU.ION SiX HUNDRED
8 . ~
Y THOUSANSand NOf100 Dollan (51,600,000.00), plw inieresi, an the ierms set •
CORPORATION, a Washington corporatton, [onh below. C
pertner
1• 1N.7f$E~T. The unpeid principal balante of ihis Note shall bear stmple
interest, commencing one ycar (rom ihe date of thb Noee untfl such pr{ncipal bafance
BY ' ~ousle is paid in full, at tbe raie o( eight percent (S%) pcr nnnum.
• Bn~n y, resideoi
By DEAN HUfLDQJG CO ORA7'10[^l, u Z• PAYMEPtincfpal and inierest are pnyabic as fo0ows: '
\Vasltington cocporaelon, panncr 2.1 Principal poyments !n ihe amount of Four Nundred 'I7iousand Dollon
($400,000.00) each shatl be due and payabte on each annual annivenary of this Note;
BY P. 2.2 imeresi paymenis of all eccrucd and un aid interest shall be due each
P. ~dward Dean, Pce~ident su monihs with the Gnt such intcrest psymenl due eigRteen taonchs [rom the daee o(
ihis Nole; '
BORR0IVER'S T•70TICE ADDRESS: ~3 In any eveni, a►I of Ihe principal of Ih(s Nole and all accrued interest
Stanton DeveloPmcnt Company shall be due and payable in full no later thae fonr ywrs aher the date of this Noie.
~ e% P. EdWard Dean • 2.4 All payments shall be app►ied 4nt to iniereat and ihen Io pnyment ol
Dean Huflding Corporei(on princfpal.
16720 NE 1161h Strcet RcJmond, WA 98052 • PREPAI'tvtENT. Thi: Note may be prcpatd (n whole or (n pan ai any ttme
withoul any prepayment [ea -
4. SECURTiY. This Note b secured by a Deed of Trust ("Decd of Trusi")
, covering properry located In Spokane Counry. Washingion.
• S. DEFAULT. . ,
' 1.1 v The occur►ence ol any one or more of the following
• shall De an even~ of de ault under thls Note:
~ . • (a) Failure to make any payment when due undnr thtt Nota or the
• . ' Deed of Trust (collectively'Loan Aocuments") t( not cured withtn Gltecn (15) days
• a(ier wrietcn notice thereot given by Lendcr to gorrower.
(b) Mv other event o( default under the Laan Documcnis if not
. cured within ihirry (30) days afler written nolice there4[ given by Lender to
Borcower, provided, however, in the event such de(ault reasonnbly requires longer
PaoHU3anrNotE
PaoHUSOaY No~ PaSe 3 M3r 2.1994
.
` . M+r 2. t994
7
. • f / ~ ~
.1 •w. i•r •r ~~'t~yY,,;r'r~ .a., . ~ ' . . . t .t•~ .~'j„+~1v1.t., ~:•QYY~l"" ~~1:►'y. . - ~ •.tu~SWw.*+%'L~.~ •
~ ~ b ~ ~SSS11..N!1. F V I 7t~~~ 'Na+a'~. ~ . . n
O G I
oOUP5+N.+: , I ~~FILI RCC£~{.~~.`.'3+~`~ihNt$h'ISt]~IGSS~
95-
9C. {_~~•r`94051203
RF~1~'•.'
1r r,: ~ a. . . • . • . .
. . .
c..ci[i.e is.il t* 034 $it, 313 WH[N RECORDED RLI'URN'TO: Tlq~t 0AGSC-'PKdV1dED FOR
MaY 11• 1093 RECORDER'S USG
i ~ Dcrold Monin, Presidcnl
' i \Vcl Co Gtoup, Ina SPCt:~•~r. . ~
~ w•: anin.i,ma x.Nr„rr,a ~ PO Dax 2825 ,
: Redmond, WA 98037-2825
~
' rot.
Suiuon Dw.:oDmcnt Compuiy 15 9 7 PAcc 1 oun 3
' e/e F. Ed..ud Dam WS90a. ~ .
i Dun 8u5dinp taryonBoo D$ED OF TRUST ,
~ le»otrg I tetASu'a
Aeamon0. u'A 910J2 ' 7'FiIS DEED OF TIZUST made thfs aeday of May, 1444, between STIINTON
DEVELOPMENT COMPANIr, a Weshington general pannershlp, Crantot,
' i TRANSAMERICA T1Tl.E INSUItANCE COMPANY, e corporatlon Truttee, whose
, Dw evildtnl Corporuion address t~ North 720 Mgonne, Spokane, WA 99212, and WEL CO (~iROUP, INC., a
, P. EdwarE p'jy prutdmt \Yashtngton eorpocation, BeneGciary,
da P. Edward Daui .
oull eu7artr e,rp„r„fon ~ WITNESSEiIi: Grantor hereby bargnini, sells and eonvcys io Trustee In Trust, wiili
16730 NE1te,ASvs.r ' ower of salc, Ilie following•JescribeJ ttol property !n Spokune Counly, Wnstiington
, l4dmone. u•A p1o1l r'Properly"):
~ liou+IcyD-dopment Ca o SCL ATTACf1ED EXHIDITA V1~lICH IS INCORPORATED FIEREIN
eri~n Houd~~•. Pnrid~nt ~~00 BY Tl-il5 REFERENCE
~ C/o D~~n Hu~dlns Corp.
16720 NE II stb Sura which real property is not useJ princtpally for agrlcuiwral or fartning porposes, togdhcr
~ A.dmon4 W1 91032 wilh oll the tenemenis, hcred(Iamcni:, and appurtenances now or hereafler ilureunto
beloaging or in nny wise opperlnining, and the rcnts, iuues and proGls thereof.
Dear n(r, p93,,,,,a XU. Haud.y; This deed is for iho purp03e of securing pertormanee of each ogroement of Gramor
; hcrcfn cootalned, and a enl of Iha sum olOne Million Sin HundreJ 7?iounand and NMUO
, ilJ~ I~~~~r.p~ • ' . I Doltars (S 1,600,000.00~ wJlh interesl, in accordanee witli the lerms ot a promissory nole of
°rth• sl"uoa oq~gi,plervy L C"s"° °pd~s ta ra+k~uo,~;,y 4. wo? I even Jale hcrewilh, payoble to Deneficiary or otder, and mude by Grantor, and all renewals,
Davtlepmint CompN~, ~ ee~~Eoa moJiGcaiiont and exlenslons hereof, and olso such further :ums as may be advonccd or
, oou d,iea,%j, . 1. Ycvr obG ' IoaneJ by DeneCciary to Grontor, or any of iheir suceessors or assigns, togeUur wiih inierut
J941~ Uiereon ai such rate as sholl be ogrecJ upon.
7
•
th You Li In Ec,3uh pv ucvon 1.1 (6) /u7we to auk~ ~n~
, Na~. a~ o~,e a~TN„~~on~~ To protect the securfry of this DeeJ olTrust, Granlor covenaots and agrces:
d•r,aAuw~u~nncjic~to ~Y'Lo&nDoaimwt' re~"m ~bQ1dul uneW
"'rc ~o ttyo„ f~,o ~.t;,,°" b"` (Is)
1. To keep ihe properry in good condilton and repalr; to permll no wasie
dY nui o(dafiulu. Ihereol'; to complete nny building, siructure or Impcovemcnl being buill or ebout to be buflt
ihereon; to resiore prompily eny building, structure or (mprovemenl thereon which may be
damagcd or desuoyed; and to eomply wtlh ali laws, ordlnances, regulntfons, eovenanu,
' condttlons and roatnctions a(fecting ihe property.
' 2 To pay before dc!(nquent all lawful tuxcs and atseumenls upon the propcrt);
lo keep l1u property free and dear of all olhet chargcs, licns or encumbranccs impairing the
security o( this DeeJ o(Trusl.
~ ' i DEL•DOFTRUST
. • r,~~-' I ~ ~ 01 .
. ' ' :j5o5i50112 Yot, 1727rAcE 791 : . . yot.1727PacE 79l ,
' • (D) A portion of the Southveet Quarter of Saction e, T.25 tl.,a
DeCLARJ►SIOIf Ol COVElMT 71ND E718mtENT R•45 E., W.H., descrlbeA ae lollove:
Commencing at tAe West one quaiter Corner of Sectlon 6, -
eTTNTON DBVSLOPHENT COMYaN7C, • lfsehinqton aOnOral Bartaerehip, on ita oxn T2S H., R.IS E. N.M.; tbenCe 5.00•35103"E., on the weat ~
behalL anA ee aoninee for BT7►tiTON-ePOlUlttB L.P., a Raehiaqton LiniCod , line of sald Southvest Quarter of said Section 8, a distance
Partnerehlp, and HEL CO GROl1P, INC., a Naehingtoh Corporation, of 450.00 teet; thence perpendlculer to eald Heat llne
tAeir heire, eucceseore and asaigna, wazrant and repreaant that tt.e9 2~ 57 E, a distance of ~0.00 Eeet to the East rlght of
they ere ownera of e certain parcel of renl eatntn locetad in the May line of Barker Itoad end the TRUE POINT OF B~GIN1JIt1GJ
Said point also beinq the South line of that certaln parcel
County of Spokane, State of Waehinqton, deecribed ae followa: o[ land ae conveyed to Waehington State parke end Recreation
The Weat ltal! 01 the Southweet Quartor end the Neet ftelt of the • Commiaeion, by Stntutory Nerranty deed recorded August 25,
Southonet puarter o[ the Southweet Quarter end Govarnment Lota 5 ~ 1968 undec Auditar'a File No. 6808250252, thence along aeid
an4 6 of Section S. T.15 N.. A.4s E.• W,M. • ; South line N.89024137"E. n dietance of 300.00 fneti thence
continuinq alonq saiQ South line N.80•40157"E. a dlatanco ot-
EXCEPT County Roedo on the Nest 70.00 feet and the South 20.000 ~ 474.33 teet; thence leavinq aaid 8outh 11ne, 8.66•24157"Fl. a
- dlstance of 349.24 teet; thence 3.34024157"H. a diatence o[
faet= ~ 190.00 teetj thance H.83075103"K. a diatance of 700.00 feet
ATtD EXCEPT the tollowing ~ Tractes to the East rl9ht of way line of Bnrker Road; thence
N.00075105^N. alonq eaid right of way a dietance of 200.00
(A) Thet portion of Covernment Lote 5 and 6 Lying Northerly of leet to the Trus Point ot eeginningi
the lollowing deecribed linet .
eeginninq at e point on the Nest line of eaid Oovernment Lot ~ ~IERE►s, the eaid partiee daeire to create en eaeement tor
S, 450.00 teet South of the Neet Quartec Coiner of seid ~ ingrees and eqrese end utilLtiee !or mutual•usa and benetit of
Section ei thence Eaet at rlght nngles with the Heet line of : any eeparate percels or ovnerehipe to be created in the future
eald Sectlon, a dietnnce of ~~0.00 Leet) thenca N.81•16~E. a wlthin the above-deecriDed Parcels anQ toc the mntual use and
diatahca of 990.50 feet; thence N.630191E. a dietnnce o! bonefit of tuture doocribed adjacant parcelr, eaid eaeament le
685.80 teetj thenca N.55•521E, q dietence of 762.20 feet, deecribed ee tollowst
more or lese to a point of tAe Eaet llne of enid Covernmant EASEHENT As •
Lot 6, eaid point being 425:90 teet North of the center of
eaid Section eT A 60.00 toot eeeamont over under end acrose a etrip of land in
portlons o[ the South Nalt of the Southwoat Qunrter and
(B) That portion of the Southweet Quarter of section 8, T.25 N., Covernment Lote S and 6 of SecUgn 9, T.3S M"_g~~ E_, H.H.,
R.45 E.. 1i.M., deecribed ns follovst ' County of Spokane, Stete o! Naehlnqton, the centerllne of which
~ Commencl~q at the Southveet corner ot eaid Section 8; thence ia descrlbed ae follovet
Jl I1.00•00'{9^E., alanq the Heat line o~ eeidSaction 6, 4 Beginninq et the southveet Corner of eaid Section 8= thence
~ dietencs of 959.00 leet1 thence 8.89 S9 11wE. a diatance of ,
70.00 Leet to the TRUC P02NT OP HEGINNINC of this N.00 7S 0] N. along the weet llne of eald Saction a dletanco
dedcription eeid polnt being tt►e BaeE llne of Berker Roadp of 973.91 teetj thence N.89027106"E, a dietanee o[ 30.00
t .,il„E. a dielanca of , leet to the eeet rlqht of vay line of Berker Road and TRUE
; thence conti nuing w8.89 39 ]70.00 leat1 POINT Op BEGiNNINC of thie centarline descriptionf thence
k~ thanae N.Ow 00 49 E. a dietance of 650.00 teet; thance continuing N.89023106"S. a dietance of 261.47 foet to the
N.89 S9 11 N. a dietanc• of 370.00 teet to the Enet Line of
be tnnin of e curve concave to the northveet havin a
Barker Roadi thence 5.00•00149"H. nlohq the Eaet lina of redius ot 715.00 Lestl thencs northeeetorly alonq eeld curve
~
f eaid Berker Road, a dietanae of 650.00 teot to the Point of •
Ba innin , through n central anqls 29•23104" an arc dletance of 366.69
~ g gl , teetj thence N.60•00103"E. a dletance o[ 719.29 teet to Cha
(C) eeginhing at e polnt on the Heet line of eaid Covernment I,ot be ginning of a cuzve concave to the eautheaet havlnq a
, 1809 feet North of the Southveet Cornar o! eaid Section 8J , radiue through of 700.00 feutt thencenortheaterly along eaid curve
5thenee East 70.00 feet to the TRUE POSNT OY BEGINNIIIG) lhenca e cantral enqls *ot1070180170 "an arc dietance of
East 200.00 faett thence South pacallel Mith the Yleet line of 89.14 leetj thence N.67 18 19 8. a dletence of 20.4] Leat to
eaid Lot S, 200.00 leet) thence ifeet 100.00 teet to a point 30.00 ' ths beginnSng of a curve concava to the eouth hev[~q a
feet Eaet of the Neet line o[ eeid Lot 51 thence North parallnl ; radiue o1 6o0.oa teet= thance*eaeterly alonq eaid curve
with eaid Nest llna and 30.00 leat East thazeot 200.00 Leat to through a centzal angl~ of 22 29 ~1 an arc dletance o[
~ 275.57 teet; thenca N.8904V00"E. e diatance of 489.30 Leot
the Trua Point of Bsginninq to a point hereinaiter ceferred to as PoINT "A"p thence
continuing 11.89448100"L. a dLatence of 504.67 teet to tba
2
. • , . . ~ '
, • ~ . .
YUl.1~~.~il,uL
' • eeet line oL the Southweet quarter ot sald Sectlon e and tho ~~f ~f PdGE rf ~
• Terminue ot thla line deecription. ; ' • ~
i - ' IN NITNES3 whereat, the ownera have executgd th`s agreemant et
TOGETNER NZTti A 50.00 loot eaeamant over under and ncroes a atrip i7aehington thie o~Sc ot (,f Ar, , 19 5•
ot lend in n portion o! Government Lot 6 0! $rctios e. T;,2§_T{,, ;
A.Arx4., N.N., County ot Spokane, Stnte o! Naehington, the !
centerline ot which is deacribed ae tolloves, •
8eginninq nt ths ebove deecribed POINT "1l^t thence ~ STANTON DEVELOPMENT COMPAIIY On Its Own Beha1L and
5.00•12'00"E. a dletance of 149.74 feet to the aouth 31ne o[ ' as Nominee for STAHTON-SPOtCA}IE, L.P. a Hashington Limited
oeld Government Lot 6 and terminus ot thie llne deacription Partnerehip
NON, TItEREFORE, enld easement is given !or the purpoee of inqrese ~
and eqreee end utilitlee. The ownsrs, their heire, eucceesare ; 8y: DEIW 6UILDINfi CORPORATIOH, a ifeehinqton corporation and
end eeeigne further eqree to jolntly maintein enid eveemente in ~
nccordance with the terme eet torth belovt e ganeral pertnar o[ Stanton Development Company
• .
The ormere, theiz eucaeeeore and aesiqne, aqree and covenent to gYt l• yr r~ ~
beer the coete and expeneee ot mnintalninq the roadvay end Y. Edwnrd Dean, Preaideht
aesociated dreinaqe fec111tiae'vithin the above-dosoribed _
eaeementn in qood repair. •
percel ie served vhen,tAe only trontege ot the parcel is on the ~ Byi liOUSLEY DEVEIApNENT CORPOfiATION, e Naehington
eaeement/ or n percal havinq frontag• on a publio Yoed and the corporntion and a general pertner of Stanton
acceae eneement chooee■ to conetsvct an approach to tha accase I Development Compehy •
eaeament. Haintenenc• Linenainq ehall be in A manner detarmined •
by a majority ot the ovnere ot any parcels snbsequently creeteQ
vithln the above-deecribed Parcele which ara sarved by the
roadway within the eaaement. BY=
ovnern ot parcele vho are eerved by the roadvny within the eccesa ! Bra n Itou e, Oldent
eaeemente may eue and recover dameges end attorney'e teea Lrom
eny owner ot eny parcel ereated vlthin aaid Parcele vhich ia ~
aimilr►rly servad vho refueee to'participate in the LinancSng oL
maintenance aL the rondwny within the eeeemehte.
' WEL CO GROUP, INC.,
The repaire end malntenance to be undertaken end pectormed under ~ a Naehington Cor oration
thie agreement may include, but ar• noC liaitad to, the
tollowing:
l. Snov removal ' gyi ~.!/f~i~-~' f
2. Plllinq of chuekholea Dara (Gaoe) Hartln, PYea an
3. Grading +►nd malntelninq travelled-way eurtaca
4. Heintenance ot culverta end othes drninagn
fncilitiee '
Thia Dooleretion ot Covsnant i Easomea! Eaeewent") •h411 tormihato '
nutomatiaelly, ritA roepeot to snp portioa of th• •neemant area dsAicated
to the publio, st !he tio• o! ■uod QsClaatlon. J111 psrties bensllted by the Eneeweat aow or ia tL* tuturo bereby aoneent an4 aqrse to GoCiention ,
of the eaeemeat •see to !Le publio ritRout turtLar sigantur• or ,
oontirwstion. at euoL time an a finnl plat i• raoora*e, lrom tiA• to ~ -
timo, rith raepeat to all or any portione of tLe pnroe2r benetite4 by ;
tLis Eneement P1atteG Paroelstf)o th• P1atteA Paroels ehall bo ialoeseQ •
nnd disoDarg•A fsou nny anG •11 obliqalion• aooruiay therealter under i
tASa EeBSmenl, inolueinq Dub aot limSteA !o zepair sne aaiateAence
obligatioae, ana tAe Eaeemeut oay be assa4e0 to •lso eorv• luture
Aeaeribea pasoel■ rithout the joiaeer or ooaeent of tLs Plattea Paroele. ,
Thia Hasement ahall rua vitL tbe ianC. !
~ I
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9S0'7250312 YOI. 1.7J2PhG[Uo;~.•~),: ' YOI. ~~:1NPAGE~~~.~
r a~ -
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DCCLARATION OF COVGNAtVTS, CONDITIONS ANIi. t i 3 1,.pH 9y • TAl3LC Or CONTCN75
RCSTItIC'i'IOIYS ~ •
. ~,euauuc I L'n~s
rOR srt....,, r.uuNrrwAsn.
utvult ARTICLG 1 DL•FINITIONS ...I
R(VEI2 WALIC '
! 1.1 WorJs Defined .............................................................................................1
~ AR'I'ICLG 2 1'ILOI"I'siLTY SUOII;CI' TO TIIIS DGCI.ARA'IlON ..................................d
l
, 2.1 Prorcrly I lercby SubJccteJ to Tliis Dccinrnlion ..........................................4
~ pc y ..............................................................................................4
' 2.2 Olhcr Proti
~ AltTlCl.G 3 RIVCJ2 WALK OWNGRS ASSOCIATION ...............................................4
~
' 3.1 Dcseription ofAssoeinlion 4
1 3.2 ilonrd of Uirccton ........................................................................................5
• 3.3 Mcmlxrsiiip .................................................................................................3
3.4 Valtng .................................................................:........................................5
~ 3.5 Arcliitecturnl Rcvicw Commillec ................................................................5
Altl IC[.li 4 ASSCSSMGN7S ..........................................................................................7
I 4.1 Purpou of Asscssmenl ...............7
4.2 Creotion of (lu Lien nnd I'eraonol Obligntion for
~ Assessments .................................................................................................7
~ 4.3 Computntton .........................................................................................8
4.4 Itevi~eJ DuJget . •R
: 4.5 Spccial Asscssmenls ..............................................................................9
• , 4.6 LtenforAasessmcnla ...................................................................................7
~i 4.7 fiffccl of Nonpnymcnt of Asscssmenta;ltemcJics of iltc
Afier Recording Itelurn to: ! Associnllon
..................................................................................9
~ 4.6 Dnte of Commenceaient of Asscssmente 10
IIII.LIS CI.AItK MAIt'1'IN R I'fi'1'fiItSON, P.S. '
/~Iln: Micimc) F. Sclwmncl~cr 4.9 Spccific Assessmenls .................................................................................10
~
500 Galland DuilJing ' 4.10 UuJgct Dcfieits During Dcclarnnt Conlrol
1221 Sccand Avemrc ' AR7'lCLG S MAINTGNANCG; CaNVGY1INCC Or CUMMON
Seallle, Wn 98101-2925 ~
: AREAS TO ASSOCIA'('lON i t
~
~ 5.1 Associntion'a Responsibilily .......................,..........i I
,
. .........................................................1 I
' 5.2 Propcrly Not OwneJ by Association
~ 5.3 Dmmnged CnuseJ by Owner ...........I I
5.4 Owner's Responsibility . ............................................................................1 I
5.5 Conveynnce of Common Arens by Dcclaranl lo Associotion ....................12
• 5.6 Conversion of Common Arcas ...................................................................12
T iibfe of C'aU[nrt • Rhrrntil} C C Rt P«Kr i
11401111964•1 AV2031.Ix7C 7111A5
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vot. 1.75 2 rbcE U ~ i 3
YOI. 175 2PhGE
~
.23
nRTlCI,Ii 6 USG RI:S'1'ILIC'l IONS AND RULIiS ~
.......................................................12 y ARTICLG 10 MOItTdAGGG PItOVISIONS..................................................
6.1 Qenerni/RuicsnndRebulalions ..................................................................12 ~ 10,1 NoticcsofAction................................ 27
6.2 ilesidentinl Use ..................................................................13 10.2 No Priority................................. 23
6.7 Iluilding cnc) LanJseapinp Requlranenla nnJ Itealritlions .......................17 , 10.3 Notice to Auoclallon....... 27
6.4 Sigm ...........................................................................................................14 10.4 VNI IUD npprovnl...................... 23
6.5 Vcliicles lA 10.5 npplicobiiiiyofnhiclelo.................................. 2)
6.6 Vcliicla on Common nreas ......................................................................15 ; 10.6 AmenJmcnts by Doard . . Z]
6.7 l.easing .......................................................................................................1 S +
6.9 ()ecup:,nls IfuumJ .......................................................................................15 ~ ARTICLG I I CASGMENTS............................................................................................ 24
6.9 Anfinnls ......................................................................................................15
6.10 Nuisnnce ....................................................I S 11.1 iinscmcnls ror Use nnd linjoyment .............:.........24
6.11 Unsiglitly or Unkempl ConJilions .............................................................16 11.2 i:asemcnts ror UIfliliea......... ......................,......,........................................25
? 11.3 rascment ror 13nlry ....................................................................................23
6.12 Antennas ......................................................16
6.13 'I'rce Ilcmovol ............................................................................................16 ~ 11.4 Cascmenl for Molntenance......................................................................... 25
6.14 I)rninnge IG • 11.5 Cascmcnl ror Gnlry Fcatures...................................................................... 25
6.15 Siglit I)istnnce nt lidcrseclions ...................................................................16 : 11.6 Caistruclion anJ Sale 1'erloJ Gnsemcnt 2G
G 16 (inrbnge Cons, Wooc(pilcs. C(c ..................................................................17
6.17 Scrbelivision of Lol .....................................................................................17 , /11iT1CLC 12 QGNC(t/1L 1'ROVISIONS ........................................................................2G
6.I8 Guns ...........................................................................................................17 ,
. 2G
6.19 Utility Lines ...............................................................................................17 12.1 Cnforcement...........................................
G.20 l.igliling 17 12.2 SeIC-Ilclp .
Z
6.21 llttificiol VegelAtion, Gxterior Sculplure, nnJ Slmilnr Ilcros .....................17 + 12.3 Durolion .....................................................................................................27
6.22 Swimming I'ools .........l7 i 12.4 nmenJmcnls.......... 2R
6.23 h1ailboxcs...........................................................................................IR 12.5 Partilion.......................................... .:...:..2R
6.24 CloUuslines ..............................................................................:.................18 12.6 GcnJcr ond Grammar...................................................................,...... ..2R
6 25 lirleriur Security Devices ..........................................................................18 . 12.7 5everabllily.............. ..........................:...........29
6.26 Construclion nnJ Snlc 1'rriocl .....................................................................19 12.8 Captions
i 12.9 Pcrpcluilles .................................................................................................29
AIt'I ICI,Ii 7 ItJSUIIANCfi nNl) CASUn1:fY I.OSS('sS I IR , 12.10 Irnlcmnificnlion......................................29
. 12.11 I)ooks miJ t(ecorJs . .29
7.1 Incurnnct Covcroge I B . 12.12 I'inmuinl lievlew ........................................................................................1(1
7.2 1'olicy Itequiremcnln ..................................................................................19 ~ 12.13 Nolicc of Solc, Lensc or Acquisilion 3U
7.3 Ollicr Insurnnee ..........................................................................................20 ~ 12.14 Agrcemenls..................................................................................... ..........JO
7.4 Inelividunl Insurnnce ...................................................................................2Q 12.15 ImplieJ Riglils............................................................................................ 70
7.5 Uamnge nncl Ucstniclion - Insttrccl by Assoclnlioti...................................20 ~ 12.16 Vnrioiica.................................................................................................... )0
7.6 Dnmage onJ llcalruc(ion - InsurcJ by Owncrs.........................................21 + 12.17 Litigalion............................................................... 70
,
7.7 Insurance Ueductiblc ..................................................................................21 `
' CXI IIDIT A LGOAL DGSCRIPTION Of PROI'GRTY SUI3MITTGU
AlZT1CLfi 8 CONDrMNA'1'ION ...................................................................................21 ~ TO TIIfS DCCLAitA'1'ION •
I
;1JtTICLG 9/1NNGXA't'ION OP ADDITIUNAL PROPER'1'Y ....................................22 j fXl IID1T B ADDITIONAL PROPCRTY WIIICI I MAY UG
SUDMI'ITCU 7'0 TI IIS DGCLAItATION DY
.
9.1 Unilnlerql nnnexolion by Declnvinl .................................................22 DIiCI.ARANT
9.2 Ollier Annexalion .......................................................................................22 I
. ,
f n61t qC'unirntr - Rbcnsn1A.C C!U poge 0 7bbfc oJCaqeaU • RJvenHtdk C C/L /rola G!
.
1I40I114%11 AV10711XK 711 IRS 0II079I4964.1 AV703I.00C 7111195
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~ .
llIsCLAI2ATION Or COVCNANTS, CONDITIONS AND • I.I.I. "A(Tilinte of Dcclnront" menns nny person ~vho conlrols, is
~ conlrolled by, or b undcr common conlrol wilh Declaronl.
RGSTR[CT'IONS
1.1.2 "Aasocialion" sholl menn R(ver Wnik Owncrs Associution, a
rIOR ~ Woshingion nonprofit corporolion. Ite succcssors and ussigm.
~ I.I.] "DonrJ or Dirccton" or "DonrJ" or thc Associniion sholl bc thc
IZI VCR WAI.TC I nppoinled or clecled boJy, w applicoblc, hnving its nornial menning unJcr Wnsliiiiglon
~ law.
1111S DI:C[.AIUTION ie mnJo on lhi-i _Z!L*- Joy or uULY , 1995 by
S'fAN1 UN • SPUK/1Nii LIMITL'U I`Alt'INL•ItSI I111, a 1Vnsliinglon IindlcJ purlnersliip j 1.1.4 "Oy(nws" elintl rcfer lo (he Ilylows of 11te Rivcr Walk O+vncrs
("Uecimmnt"). ' Associnlion.
ltl;~l.l.t1l.~S 1.1.3 "Cornman Arent'shnll nunn nny nnJ all rcnl nnd persnnnl .
pmpchy nnd ensemcnts miJ olher bileresle Iherctn, logelher with ihc fneilitics nnd
' improvemelits localcd Ihercon ns Jesignoled on any finot plnl crealiog tmy pimsc or Ihc
A. Dccin~nnt is llie owner or thnl cehnin renl properly locnlcd in Spakane ; Community or as olherwise eonveyeJ to Uu /lssoeinlion for ihe common use nnJ
Counly, 1Vnshington, nnJ more pnrt3culnrly JescribeJ In Secifon 2.1 or Ihis Ueclnrotion. ~ enjoyment or Ilie Owiurs. Common /lrcns shall Include, widiout limilnlion, ull slrecls nnJ ,
I!. bcclnronl deeires lo subjecl Ihe renl properly clescrilxJ I+i 5ection 2.1 roiids wilhin Ihe Community oiher lhnn (nJ(nno Avenue, which nvenue shaN tre JcclicateJ
hacof tn Ihe provilionD or 1his DeclnraUon lo crcole a resiJonlinl comtnunily of aingle- ~ Cor publie use.
family housing (as "single family" is defincJ bclow) nnd rdnled uscs ne sel forth fn ~ 1.1.6 "Commmnity° ahall menn orid refer to lhat cuinin reni propcrty anJ
Scclion 6.2 hcrcof nnJ to proviJe for the subJecting of o16er rcal properly !01hn . Inleresf Ihertin dcscribed in ExhjbiiA, nllnchcd hercto, nnJ (f) such oJJilians Ihcrclo ns
provisiona of Iltis Ueclnration in plinscs. I may bc mnde by Declornnl by Supplementary Declormion of oll or nny poNion of Ilu rcnl
• NOW, 7'i IfRfifQRG, Deciarant 6crelty dcclnrca 11m11hc rea) pmpcrly describcd ~ propcny descrtbeJ in rxllihil.(I ottached hercto; onJ Qij such nddiiions iherclo ns mny bc
in Seclion 2.1 or Ihie Ueclurntion, including Ute intprovemenls conslnicleJ or lo be ~ mode by Ihe Associnlion by Supplemenlnry Declnrotion.
eoustrucleJ (liercon, ls hcrcby subjccteJ to lhe provisions or this Declarnlion onJ shnll be ~ 1.1.7 "Cotnmunity Wide SlnnJanl" alinll meon Il)e stanJnrd of conJucl,
he1J, salJ, 1friI13rCRC(I, conveycJ, used, occupicd, and tnortgngcd or olhenviu ~ mninlcnnnce, or otlrcr ncllvily gencrnlly prcvo{ling in Ihc Coiamunily. Such stonJnrJ
encwntxreJ suUjecl Io the covennnls, condilions, reslrictions, ensemenls, nsussmenls, ~ may bc more specificolly Jetcnnined by [ho bonrJ of Dircclors of the Aesodntion. Such
nnJ licns, hercino(lcr scl furlh, whlch nre for Ihe purpose of prolecling Ihe vnlae nnd ~ Jelcrntinotion, howcver, stwN generally be mnJe tvilh rckrcnce to IHe slnnJnrJs
Jcsirabilily of, miJ which shall nm willi Ihe litle to, qie real propetty hcreby or cerenller , or3ginally established by lhe Declamnt.
mnJe subjccl herelo, nnJ shnll be binJing on nll persons hnving nny righl, lhle, or inlcrcst , in nll or nny porlion or Ihe renl propchy now or hercnltcr mnde subjecl hcrdo, lheir I.B "Declarnnl" sLall mmn nnd refnr Io Slnnlnn•Spnkmu I.imikQ
respeeiive hcirs, kgol represcnintives, successors, successors-in-Iitle, nnJ assigns nnJ • Pnrtnershlp, a Washinglon limiled pnrtnership, anJ its sucecssors-in-ti~le anJ nsslgns,
shnll inurc lo Ihe beneft of ench mid evcry o~mer of nll or nny poNion ihercof. proviJeJ any sueh auccessor-fn-liUe or nssign shnll ocquire for lhe purpose or
• Jevelopment or snle aU or nny porlion of 1lie «mnining unJevelopeJ or unsolJ portions
AIYI'ICI,t; 1 . or Ihc rcal property JcscriUcd in [,2cI11bjL,Q, attaclird hereto, or in Cs(iihj111, nunchcd
~;F~_~Il~ herclo, nnd provldeJ fiirther, ln lhe (nstrumcnl of convcynnce lo nny such succcsaor•in-
, 1i11e or nssign, such anecessor•In-fide or essign Is designaleJ ns the "Declnrnnl" hereunder
~ by the grontor or such conveyance, which grnntor shnll be Ihe "Declnrnnl" IicrcuuJer nl
. 1.1 Won s efi„es1. The following words, wlien useJ in tliis Declarntion or in ~ Ihe timo of such eonveyance; proviJeJ, fiirtlier, upon such designnlion or such successot
~ nriy Supplemenlary Ueclarntion (unless the contexl shall prohibii), shall have Ihe I Declarnnt, ell righls of Ilu former Dedamnt in nnd to such slntus as "Ucclarmit"
fallowing mcanings: , hcreunder sLep cease, il being understood lhnt es to all of Ihe properly doscribed in
, 1;xhibit A. nltucluJ hcrcto, nnJ in Cx11ih1i.Q, nUnclied hercto, which is nmv or hercaflcr
. ~
. • I
!ln•rrarJl C C Ni ptrgc ! y/)? lilt•riutdkC C Nl ptiAt 1 nf J1
11407114961•2 AV2011 IfOC 7111195 114018 11961•2 AV1011.00C 1/IIRS
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YOI. 1.7 5 2P~,GE03 1~i ~ ~ ~ YOL ~.7 5 2 PAGEUJi^I
subjcctcd to Ihia Uccinrmion, therc shnli bc only one "DeclornnC" hcreunJcr ol eny one 1.1,18 "Speciol Ilenefil AsscssmenP" ahall mean spch nsscssmcots os mny
poinl in lime. bc levicd by the Donrd ngoinst certein Speelolly Denctited Lo1s Io eovcr 1!u cosls af
conslrueiing, ocquiring, or nmintnining the Special Denefil Common Arcas bcncitiing
1.1.9 "Ucvelopment Pertod" shnll menn Ihol pcriod of Iimc bcginning on ~ such lats ond pnynble by the Owncn or sueh Specially Ilenefiled [,ats in ndJliion lo nny
►Iie Jnie Ihis Ucdnrntion is rccorded in Ihc rccorJs of 5pokanc CouMy nnd enJing rni Iho , gencral or spccial usscssmenls tlia! Ihe Aesoelnlion may levy ngninsl all LoU comprising
encliesl lo occur of (i) fillccn (15) yenn from Ibe dnte of retorJing af lhiv pcelorntion; or ~ the CommunUy.
(ii) Ihc JnIc upon which a Supplemenlnry Uecloralion is rccurJeJ by Ucclnranl
Ierminoiing 1he Dcvelopmenl PerioJ. 1.1,19 "Spxcinlly I3cnefileJ I.ots" shnll meon onc or more Lols inlcuJed
to reccive the bcnefit or Ihe use of the Specinl Ilencfil Common Arens,
1. 1. 10 "Lot" ahall menn nny plol of IanJ wlthin Ihc Commnnity, wllcllur
or nol fmprovcmenls nre eonsiruclcd thereon, which conslitulea or wili conslilulc, allcr , 1.1.20 "Supplcntenlnry pcclorMion" meons on nmcndment or suliplemcni
Ibe tonslruclion or Itnprovements, a resiJenlial Jwclling sile as shown on n pIN rccorJed lo lhis Deelorntion Ihnl suhjccls aJdilionnl pmpetty to this Declnrodon ar imposcs,
in tlic records af Spokane County. The ownership of each Lol ahnll inchide, und Iherc ~ expressly or by rcfercnce, nJJitional rcstrictions anJ obligntions on Uu IanJ JcscribcJ
shnll pnss wish encli Lol os nn nppurtcnancc dmreto, whelhcr or noi scpornlely descrilxd, Ihcrcin, or bolh.
nll of Ihe righl, tille, nnJ iiNeresl or an Uwur in Ihe Common Arcns, which shall incluJe, I
wiqroul limilnlion, meinhership in Ihe Assoeiolion. ! 1.1.21 "Tolal Assocfolion Vo1c" menns nll oflbc volcs nUributnhlc lo
~ membcrs or ihe Associotion (incluJing voles or Ueclermit), onJ Ihc cotuent of Occlnrnnl
1.1.11 "Morlgnge" menns nny morlgnge, JecJ of trusl, nnd any nnd nll so long ns Ueclnrnnl owns nny propcrty for developmenl nniUor snle in Ihc Commmlliiy or
olhcr similnr inslrumenls uscJ for lhc purpase af enannbcring rcnl propxrty in Ihe has thc rigrrt lo unilalerully nnnex ndJilfonnl pmrerly lo Ilu Communily.
Comnwnily ns sccurity for IHc payment or snlisfneliwl of an oblignlion.
1.1.12 "Morlgngee" s1inU mcnn ihe holJer of a MoNgoge. ; nlt'PICI.G 2
rrzorM11vsun.11--.c'r1-0 'rutS nr,s„[ ARATION
1.1.13 "Occupant" sliall menn eny Pcrson occupying all or ony portlon or
n resiJcncc or othcr property IacnteJ within Ihe Commnnity far nny period of time, 2.1 GQpcnY t terchy Riityrc►csL.tn Ti,isl?s.elncatinn. I7,< <«ii p«pcny wn;ch
regarJlcss of whclhcr such I'erson is a lenanl or Uic Owner of such propcrly. ' is, by tlic rccording or Ihia 1)eclnrntion, sobject to ihc covcnmils nnd restrictlons Iicrcnflcr
scl foHh onJ whlcl►, by virlue ofthe reeonltug or thls Ueclnrntion, shnll be hcl<I,
1. 1. 14 "Omtcr" shnll tnenn and tefcr to the recorJ otvner, whelber onc or j trnnsfcrted, sold, convcycd, uscd, occupicd, mid martgnged or olhcnvlsc encumbcrcJ
more Pcrsons, of ihc fce simple litle lo nny Lot (otnlcJ wilhin Ihe Conununily, excluQing, ' subjecl l0 lhie Declornlion ie Ihe real pmpcrly JcscribcJ in j;xhi1,jLQ, nunchcd hrrcto imJ
huwevcr, nny Pcrson holding such inicrcst mcrely na securily for Ihc perfonnmiee or ~ by refcrcncc mnJc n pnri hcrcof, "
snlislaclion of nny obligalian.
2.2 9jllcr I,mneNV. Only Ilie rcal properly describcJ in Scction 2.1 abovc is
1. 1. 1S"I'ersoti' tncnns miy nnlural person, ns well os e comornlion, joinl , Iicreby mrtde subject lo Aeis Dcdamtion; proviJed, however, by one or more
vcnlure, partncrship (grnernl or limiled), associnlion, Inist, or olher Icgnl enliry. Supplcmenlnry Ucclnrnlions, Ueclnrnnt, nn A(lilinle of I)eclarnnl miJ Ihe Assncinlian
hnvc Ihe right, bul not Ihe obligntion, lo subjrcl olher rcal propchy lu Ihis I)eclointion, ns
1.1.16 "Single Fomily" shall menn n single housckeeping unit, without ~ providcd In Article 9 bclotiv, ~
regard to Ihc consvuclion lype or ownership or sucli unil, thnl includes nol morc Ihnn four I
(4) adulls wlio nre legully unrelaleJ. , ~ •
• Aft'1'ICLi? 3
1.1.17 "Spxeinl 1lcncfil Common Arcoe" sbnll inenn any and nll rcnl and ! 1ZLYE13.NVAL~LQMCIL`iIISSMA:I1QlY
pcrsonnl prtq,uiy nnd ca%emcnts ond ulhcr inlcresls Ihcrein, logelhcr willi Ihc (Incilitics
nnd improvemenls Iocnled Ibercon, ns designoled on miy tinnl plat crenting any vhase af ~ 3.1 ~)_ccrrinlinn nf/lssncinlim Tlie Association shoU be chirgecl wilh Uic
t1ig Ci+mmunily ur as ulhcnvise convcycd lo or Jcsigiilted by thc nssocinlion for ILe ~ Jwics nnd vestcJ with ihc powers prescribcd by low onel scl foith in tliis llcclnraiion, nny
_ specinl use of, or thnt nrc inlcndcd lo proviile n spceinl hcnclil to, one or morc Specinlly ~ Supplcmenlary Dcclnrntion, onJ Ihc Artidcs or Incorpornlian and tlytaws of Ilu
I4CIll'IIIGII IAlS. AS9UCIA11011, All ns mny Ix nmenJecl froiu lime lo limc; provideJ, howcver, llint nu such
Rn•ri a"dl C l' Hf p.rge 1,i/JJ Nn rrurrJLC C Ra ~+r~Kr ! n/Jl
II401114744.1 AVtO)IIXM' //ItR! 11107114964-7 AV1071.U(C 71IIR7 ~
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YoL.l'710 2 nccEU:,iS YOI. 17J2 PAGE0 3 19
govcming Jocwnrnls shall for nny renson bc omendcd or othenvise inierprrleJ so ns to bc . Writlen design guidelines nnJ proccJurcs ("bcsign GuWelines") shnll bc cslnblishcd for
inconsislenl willi Iliis 1)eclatulion. ~ ttte exerclse or lhia revfcav, whieh besisn QuiJelinee moy ptovfJe for o revictv fce. 'llie
• Uuign OuiJelines mny vory for differrnl pbnses of Ihe Community as delermtncJ hy ihc
3•2 Llio[iLeL12i[stlQis. bcclurant shnll hove Ihe rlglil lo nppoim or remove , Architecturol Review CommiUee enJ may evolve over Ilme wilh clumges In Ihc mnrket
nny membcr or mcmberl or tlte Iloord or l)ircclon or mty ofTicer or officcrs or Ilie ~ place.
/lssocintiun unlil Icmtinnlion or Ihe Devclopment PerioJ. Ceclt Owner, by nceeplnttce or n clccJ lo or otlicr convcynnce or n Lot vcsle In Ueclatanl llic nutliorily lo nppolnl nml ~ ).S.I So long ns Ihe Declarnnt or mi /11Tiliate or Dcclarnnl owns nny
rcmuve directon nnd oflicers or ihe Asaacinlion during the Devclopmcnt PcrioJ, llu property for Jevelopmenl onJ/or aale in the Communiry or hns the righl lo uniMtcrnlly
Jircctnrs sclccted by Uic Declarnnl neeJ no1 be Owncrs. 7he numberof dircctars shnll be mincx aJdiltonal properly to Ihc Cmnmunily, lhe Dcelnrnnt shall Imve thc righl to nppoint
os sct forih In Ilve Ilylaws. t'ollowing lerniinntion or Ihe Development f'erioJ, Ihc Uoar<I or removo any or nll membcro of t6e Archilectum) Review Commiuee. Upon the
of bireclura shnll 6e elected by the Ownen In occorJmice wilh the Uylnwa. explrotion or earlier aurrender tn wriling of such right, lhe I3onrJ shnll appoint Uie
mcmbers of Ihe Architecturnl Revlew Comm(ueo.
3.3 hj1t1hSt5Wp. Gvcry Pcrtan who is Ihc rccord owner of o fcc or unJiviJcJ
fcc intcrest in nny I,ol Ihol Is suhJccl Io Iliis Uedoratian aholl hc JeemeJ ta hnvC n ~ 3.3.2 If thc Arehilecturn! Revleiv Comnilltec fnils lo npprove or to
mcmbcrship in Ihc Associnlion nnd weinbership bn 11u Assoclnlton shnll eonal+l ~ Jlsnpprovc submlUcd plons and speelfleMlone wilhin aixly (GO) dnya ofler du plnns nnJ
exelusively of such owncrs. The farcgoing is nol iirtendeJ lo include I'crsons wlio holJ , apccificaUons Iinve bcen su6mUlcJ, whfch aubmission sholl be evidenced by nWriuen
nn imerest merely ns securily for the perfonnnnce of nn obligoiion, ond Ihe giving of n • reccilri ror ao(J plons aed apeeificnliona, r+pprovnl w111 nol be rcquireJ, mnl Ihis Seelion
sccurity inleresl shnll nnl lemiinnte Ihe Owncr's membenhip. No Owner, wliNlur onc or will bc dccincJ lo Imve becn fully complicd wi1h. In Iliis evrnt, any sach plnns ond
more I'crsonv, shall hnvc roore Ihnn one (I) iuendwrship pcr I,ol. In lhc evcnl or muhiplc specifientiona shall neverthclcss be ln compllance wilh nll t6c reslriclions aoutnined in
Uwners of o I,et, vulcs anJ righls of uie nnd enjoymenl slmll Ix m providcd In Ihis , Iliis llcclurnUon miJ nny Ueslgn OuiJelincs eslublisheJ by the Archilecliunl Itevicw
Ueclnrnlion nnJ in Ihe 11ylows. Mernbership shall bc nppurlrnanl lo anJ may nol bc ; Commillcc wlJch nre then in e(Teet.
separalcd from owncrship or any Lol. Tlic tighls anJ privileges of inembership,
including Ihe rigM to vote anJ to hold olTice, may be cxereiseJ by n member or the ~ 3.5.3 As o eondilion of opproval under this 5cclion, ench Owncr, on
numbrr's spx>use, but in no cvenl shnl) morc Omn onc (I) vole be cnel nor oflice hcld for bchnlf of auch Owncr nnd such Owner's sueeessors•iminicresl, shall nssmnc nll
cnch Lot awned. '1'he firsl annual meeling or Ihe Associalinn shnll Ue Iicld tvithin sixly ~ responsibilitics for nminlcnaneq repnir, replncement, and insurnnce lo nnd on nny clmngc,
(GO) Jnys oflcr tenninnlion of Ihc Uevelapinant Pcriod on n dnle scl by Ihc f3onrJ ~ madificotion, addilion, or ollernlion. In Ihe discretion of Ibe Architecwra) Revicw
pursunnt 10 !Le !)ylnws. i Commiuce, on Owncr moy be made lo verify such condition of npprovnl by n rccorJablc
wriltcn inswmenl acknowledgeJ by such Owner on behnlfof such Owncr mid such
3.4 YS21iItC. Members shnil bc cnlitled 10 one (I) votc foreaclt I,ol otvncJ. ~ Owuei e succcssors-in-Interesl.
Whcn more ihnn one (I) Pcrson holds an ownership inlerest in nny Lol, lhe vole for such
Lot shnll bc cxerciscd ns Ihose Owncrs lhcrosclvcs dclcrmine nnJ nJvisc Ihe Secrelnry ~ 3.5.4 Thc Archltecturn l Rev(cw Commiltce shall bc llic mlc nrbila or
prior to nny tnecting. !n Itu ahsence of sueh nJvice, llie Lo('s vole shnll bc suspeoded In plans submilteJ to il anJ moy williholJ opprovol for any reason, induJing acsUiclic
thc cvcnl roore lhan one (I)1'crson sceks lo excrcise it, ~ conslderntions, onJ il ahnll be enlitleJ to stap any constnicdon in violnlion of npproveJ
' plans or this Dcclamtion. Any membcr of Ihe Architecluml Itevicw Commiltec or Ihe
3.5 ASItiLCClu[flLIiCYisSYS•LUltttltlst. No consl►uclion, nllcrnlion, ndJillon, ' Uonrd or 11s represcntnlives shnll lmve Ihc right, during rensonnble bours nnd nflcr
rcfuil+ishing, or crection of eny nnlurc wbnlsoevcr shnll be cotnmenad or plueeJ upon ' rcnsonnUlc nolice, lo cnlcr upon nny propcrly lo bispecl fut Ihc purpose of nscertoining
nny pnrt of ihe Connnunity, exapt thnt which is instollcd by thc Declmam, or ne is r whelhcr or not such ptnns and this Declnrotion hnva been oi nrc being complicd with.
npproveJ in nctorJantc Wi(h tliis Section, or as is olhenvise expressly pennilleJ hercin. ~ Such Person or Persons shall nol be Jeemcd guilly of lrespass by rcnson of such cmry. In
Any such construclion, nherntion, aJdilion, rcfurhishing, or crcclion shnll not be mnde ! nddilion lo any olher rcmedics availnble to Ihe Assoeintion, in Ihe evenl or
unlcaa nnd unlil plmis niiJ spccifirntions showing Ihc nnturc, kind, shnpe, sire nnd hcight, ~ noncornplinnce wilh Ihis Seclion, Ihc tloorJ mny, ns providcd in Scc(ion 12.1 hcrcof,
archilechnnl Jesign nnd dclnil, ma(erials, workmanship, colors, location on site, ~ record n nnlice of violotion naming the violaling Owner.
wmproti-cuunl anJ site gmJe elevalimis, nnJ silc InnJscnping shnll hnve bcen suhmiltcJ in
. %'vriling to ind apprm•cd by Ihc Archilcclurnl Rcvicw CommiUce eslablishe(l pwrsuanl lo j 3.5.5 PLANS AND SPGCIfICATIONS ARG NOT nl'PROVIiI) I'OI2
thia Sccliuu 3.5. 'I lir fluard may employ ardiiicus, cngineert, or ullicr Pcrsons ns il GNGINL•CRINQ OR STRUCTURAL UBSIGN OIZ QUAI,1'I'Y OI- MAl'IiRIAI,S, nNU
dccrns ncceax;iry Io c+mble Ilic Architcclural lievicw Commiuce lo lurform its revicw. ~ UY AI'PROVINO SUCII 1'I.ANS ANU SPfCIFICAI'IONS Nlil'I'llf'sR'I I Ili
llnrrauf4l'CNi ' /H~gelt/Il Rhcraall.CCRr
81401914v64.Z nv21111.00C 1111193 , 0I407S 14964-7 AV7o71.bOC HIIAS ~v,g~•A ~~Jl
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3 0 YOI. 1. 75 2PAGE U j2 !
nRC111TIiCTURAI. RL• VIGW COMMII'TG[i, TI IG ML•MBfiRS TI IGRGOF, NOR TI IG ~ 4.2,1 All euch assessounls, lo gcllur willi (i) late clior ges, (it) intcresl sc1
ASSOCIAI ION nSSUMf•.S LIADILI'fY Olt RIiSPONSIbILI'f Y TI If;RGFOII, NOR ~ by tlic [3oarJ, aot to execed i(ic mnximum rnle pemiliIcJ by Inw (hut nol 1o cxcecd
POII ANY DGr(iCf tN nNY 3'fRUC'IUlifi CONSTRUCTEf) rROh! SUCi l PLANS ; eight¢en perccnt (189/0) pcr annum), and (iii) casb, including, wilhottl Iimilnlion,
ANI) SPIiCIfICA11UNS. Nfil I'I IEII l)IiC(.AILANT, l'i 1L ASSOCIn'I'ION, TI Ili rcnsonnble oltarncys' fccs nctunlly iocurrcJ, shnll bc n t(inrge on Ihe InnJ nnJ siinil be n
nRCI II I'IiC'fURA1, itc. Vlliw COMMITI'L'li,'1'I Ili IIOARb, NOR TI IG Ul--l°ICIiRS, ' conlinuing lien upon thc Lot ogoinsi wLich ench oucssmem is muJe.
DIIiI:C fUliS, MI'sM(SGRS, GMt't.01'GLS, AtJD ACI?N7'S OI~ /1NY Of l'11L'M
SIlAI,L lil: LIAbLf's IN DAMAO('sS TO ANYONG SUUMI't"1'INO PLANS AND ~ 4.2,2 Iiach such nsscsament, logelhcr tvilh Inlc clinrgcs, intcrest, costs,
SI'L•CIF1CAl IONS 1'O ANY OI' TI IGM FOR Al'I'ROVnL, OR 7'0 nNY OWNGR OI' ~ incluJing, tivilhoui limitollon, rcasonnble otlomcys' fccs nclunlly incurrcJ, slinll alsa bc
1'ItU11I:11'I'Y APFIiCTLiU 11Y'I't If•.Sii RtiS"('IiICl10NS 13Y RfASI)N 01' MIS'fAKli Ihc pcrsonal obligntfon of the person tvho wne Ihe Owncr of such Lol nt Ihc time Ihe
IN JUI)(;NU:N 1', NIiCI.I[IIiNCii, Ult Nt)NFIinSnNCli AItItiINO OU I' OF OIt IN ~ nsscesmcnt fell Juc. f'snch Owner shnlf be pcrsonetly linblc for Ihe portion of rnch
CONNGCI"ION wI'fl I'fl lIi nl'I'ROVAL OIL DISAPPROVAL OIZ FAl1.Uttii'I'O . nsRCSSmen1 comiiig Jue tvlai)e Ihe Owncr af o Lol, nnJ ench grnntce of an Oamcr shnll he
nrrizove oit orsnP('ROVfi ANY SUCI I hLANS OR SPCCIFICA7 )ONS. 1?Vf:RY ' JoinUy aod severolly Itnble for auelt portlon Ihcrcof na mny fie Jue nnJ paynblc nl ihe Ume
I'fRSQN WI10 SUUMITS PLANS Olt S('f CIFICnTIONS AND GV fRY OWNGR ~ of conveynnce; proviJeJ, however, the Itnbility of o granlee for tlie unpaid nsscssmcnis of
AGI2fiG5 'PI IAT SUCI I 1'CIiSON OR OWNIiR WILL NOT I3RINCi ANY /1C'fIUN OR . its grunlnr slmll not apply to any first Morlgagee lnkfng litle tlvougli foreclosure
SUIT AGA(NS7' dt:C(.AItAN'(', i'i lli ASSOCIA'1'ION, l'l IG AlZCI117'l:Cl'UItAL ; proceulings or dced fn lieu of forcclosure.
ftfsVlliW COMMII"I'GC, TIIG I30nR1), 012'i IIG OFi'ICIiRS, DIItGC'I'ORS,
MI3h111GItS, fih11'LOYGGS, AND AOfN7'S OI: ANY OI"fl IfiM TO Itf:COVLII ANY 4.2.3 The Aseoeiolion slmll, wlthin five (5) Jays nller reerlving awriitcn
UAMAGf:s /1Nn ( IGttf;OY RIiLGASGS, RL•M1SI'sS, QUJTCI.AIMS, ANI) request diercfor nnJ for n reasonable ehnrge, furnish n eertifienle sigaeJ by nn qRicer of
COVIiNAN'( S NU"1' TU SUG rOR ALL CI.AIMS, UGM/1NpS, nNl) CAUSFS OF , the Assoclntion setting farth whelHcr 11ie ossessments on o spcefReJ Lol hnvt hcen paiJ.
AC'CION nItISING OU'f OF OIt IN CONNL•C'1'ION WI'1'I1 nNY ]UDOMfN7', ' Sucli certificnte sltall be binding upon ilie llasoclnlion o+ of Ilu Jale of issuniue.
Nf:GLIGf:NC(s, Oft NONPi;ASANCC ATJD 111:IiGUY WnlVtsS TUG PROVISIONS ~ 4.2,4 Annual nuessmcnls shell be IevieJ eqnnlly on nll similnrly situnicd
Ul, ANY LnW WI IICI I 1 ROVIDI'sS TI IAT A GGNIi(LAL RIiL~.ASC DOr-S PlUT I.ots (ns detcrniincd by the Donrcl). I lowcvcr, Jurins n,c Dcvciopt» cnt Period, lhc IlonrJ
fiX71;ND TI IIi CI,AIMS, UfMANDS, nND CAUSGS Or ACTIUN NO'f KNOWN AT nmy establish grcntcr or Iesser assessments for Lots owncd by Dcctorant or builclers.
'I'l ll:'I IA4(: TI IG ItGt.(:i1Sls IS CIVf;N. Asscssmcnts shnll bc paid in such mamur nnJ on sucli Jntcs os mny bc fixeJ by thc
t
, I3onrJ. Unless otherwisc proviJcd by the DonrJ, lhe ossessmenl slihll bc paiJ in nnuunl
N2TICL1; d ~ inslallmcnts.
AMSMI!-M ~ 4.3 Ci+plplllIIliQII. [t shall be Ihe July of Ihe 13oord Io prcpare n buJgcl
4.1 L'tl[RQSC.4CL13SCSSmCnI• T1ic nsscssnicnls provideJ for herrin slinll bc I cuvcring Ilie eslimnled tosls of opcrnting lhe Associntion Juring fhc coming yrar, which
uscJ lor Ihc gcncrol purposes of promoting Ihe rccrcolion, henhh, snl'cty, wclfnrc, ~ nmy Includc o copilnl reserve in nccorJnnce willi a capitn) budgel scparnlely prcpnrcJ.
common bene(11, nnJ enjoyment of lhe Owoera nnd oecupnnis of Lots, inc(uJing Ihe ~ The floord shall eause n proposed budgel onJ lhe propoud ossessmcnts lo he Ievicd
nninlcnmice af rcal nnJ persvnnl properly, nll as mny be more specificnlly nulhorired ~ ogninst eoch Lo1 for Ihe following yenr lo be mni(ed to encli Owner %vilhin Ihirty (30) clnys
from iime lo liuu by Ihe Uoned of Uitcclors. ' ntTcr i1s ndoplion by Ihc l3anrJ on(l aI Icnsl lhirly (JO) Jays prior lo Ihe enJ of thc airrcnt
; liscnl year. Thc LlonrJ shall sct a JMc for o spccinl nueUng of Ilic Owncrs to consiJrr
4•2 CUaliort of 1l)e I,ien nud J'_f'rsonal 061irnlion foLAcsetcnirnlg, Each ~ rnlificntion of the budgel not less thal fouAeen (14) nor more thnn sixry (60) dnys aRcr lhe
Owner of nny Lol, by nceeptnnce of a JeeJ Ihercfor, wlwlher or nol (t shall lu so ~ mailing af lhe proposcd budgel. Unlcss nt suclimccling thc buJgel is rcjccted by n1 Icnst
expresscJ in such deed, covcnnnls nnJ agrces lo pay lo lhe Assoc(nlion: (i) nnnual ~ scvcnly-five percent (75%) of Ihe Tolol Associnlion Vole, in pcrson or by prosy, lhc
assessmenls or eharges; (ii) specinl nssessmenls, such ossessments lo bc eslohliched nnd ~ buJgel s6nll bo ralified, whcther or nol n quorum is prcsent. Uniif such iinu ne die
collectcd as hcreina(lcr provided; nnd (iii) specific nssessmads esloblishcd pursunnl Io O%%mcrs rntify n budget following Utc required nolice ns sel forlb abovc, Ihc budgel in
Ihe Icrms of Uhis Ucclarnlion, including, hut not limilcd to, rcasonable fincs iuiposed in cffecl for thc 11un current yenr shnll conlinue in effcct.
nCCOrctnnce with Ihe fenns of Ihis Declnration nnJ miy applicnble Spacinl Dcncfit
- nsscssmenls. 4A Revise 1 Duel~. 1f Ihe finnncial circumstnnces of Ilu nssociaiion
mnlerinlly chnngc during any yenr, Ihe I3oerd may prepare n reviscd propaseJ Uudgct for
c ~ thc bnlunce of !hc yenr, which proposcJ budget shnll be maileJ to eoch Owncr wilhin
• Rnrruo/1.CCRt MiSr7o/Jl RJrenwdkCCRi ~urgcAufll
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Yot.17 -5 2nc~E0 ;i22. ; . vot.17 55 2rtic~U~2:3
ihirty (30) dnys oRcr ite ncloplion by 1he 11onrJ nnJ o mccling or Ihe Owncrs lo eonsidcr ~ 4,7.2 7'he licn providcJ for Qt Utis Arlide ahall bc in fuvor or ihe
rnlifieolion of Ihc budgN in 1he snme manner n tegulnr nnnual buJget sliadl be scheJuled nsco¢intion nnJ shnll be for Ilic benefit ofoli Mher Uwners. 'ilie Assocfntion, neting on
n+ sci finIh in Scetion AJ al+ove. I'he Ilon►J x4nit cnusc nny rntifted reviscd biiOge1 nnd ' bebnlrof the Owncts, slml) hove Ihc power lo bid on Ilie I.ol nt miy fiiredosure snle or lo
ntsetirnculs Io be dclivereJ Io cncb mend>rr al Icuql lhirly (30) Jays bcforc tllcir eCfcctivc ncquirc, IiaIJ, kase, nwrlgngc. or convcy Iho snme. . •
dnic. 4.7.3 No Own~r mny wnlve or olhenvtse excmpl himsclf frrnn linbilily
-1.5 Syc.ciplAss~S.n+rnls. In ndJition to tlie oihcr nssessmcnb ouUtor{zcJ fur dte assessmcnle provideJ for licrcin. IncluJinQ, by woy of ilhislrotion, bul nol
herein, the nssocintion moy levy apcetnl n»cssments for cxpcnsce auch o~, but nol ; limi~~lion, nMnnJonment o!'Uie Lot.
limited lo, caphal improvemcnls from Iime to lime If approved ol n mceting by Iwo•IhirJe •
(213) nf 16e 1'oln) Associntion Vo1a Specinl nsscsemcnis sliali bc paid ns Jelcnnined by , 4.7.4 All pnyments shall !,c npplied fint io eosts, lI1tII 10 IRIN Ch7f6CR,
Ihc 13onrd, oad thc Uoorel may permil spee{ot nssesemcnle to be paid In bistnllmcnls ' tlien fo iriICreat nnd lhcn lo delinquent asseasmoits. ~
extenJing bcyo"d Ilte fiscat ymr in whleh the apecinl nsteatmcnt la imposcJ. -
. 4.8 Dnte ef Cempgi. icement af Q,x~eestiic[t(!. The nseessmcnls provielcJ fix
4.6 Lieitlo[ASISS5llleriis. All swns nsxcsseJ ngninst any (.ol pursunnl Io ihis ' hcrcin sholl eommcnce as to o Lot subjecl lo Iltis beclnrntion on thc first dny of llic nwnlh
Occinrndon. Mgedicr with lote charga, inleresl, coaN, induJing, wilhout IimilnQon, I following convcyanee of such Lol to n Person oUicr Ihnn Declaranl. Tlu first annunl
rcasonnhle nllorneys' fecs acluolly incurrcd, a+ proviJcJ hcrein, sholl be sceurod by n licn i asscssment shall bc ndjusted aceorJing to l6e numtxr ofmonUts Ihen rcmnining in ihot
on such I.ol in fnvor or ILc Aqsocialion. Such licn shnll be superior lo nll olhcr Iltns ood fiscnl yeor.
encumhrnnces an such I.nt, except for (n) licns for ad vnlorem Inxee; or (b) liens for nll '
sums unpaiJ on n first Mortgngc or on nny Mortgoge lo Dednrnnl duly recorJeJ ln Ihe 4.9 Slic (fi Acerc:m uis, In aJJition lo Ilu gencral and spccinl nssessmrnts
recorJs or Spoknne County nnJ ull omounts ndvnnced pursuoM lo aucM Morignge and , outlined above, lhc RonrJ almll hove lite rower to ievy eticii sp«irc n9sesst„c„is porsu„ill
cecureJ thcreby in occorJnnce with the lenns of sucli instnimcnL All other I'ersons . to Ihis Seclion 4.9 ns, in ils dlscrction, tl ahnll dccm npproprin(c. Atl olhcr terms nnd
ncquiring licns or encurnhrances on nny Lol ofler lhe recorJing of Ilds Declnrotion shell ~ candilions or this /lhicle 4 rcloling Io gcnernl mid spceinl ossessmcnlt sLnll npply to Ihc
be dccmeJ to conscnt din1 such liens or eneumbrnnces shull ix inferior lo fldure liens for ' Icvy and collcclion of the specilie nssessincnts covcred hercby nnJ t6e Assacinlion shnll
nsscssments, ns providcd heroin, whelhcr or nol prior eonscnl is spccificolly sel fohh in havc otl powcrs nnd rcmeJics for colleetion end enforecmcnl of such nsscssmcuts ns nre
Ihe inslnunenit crcaling such liens or encumbrances. opplicnbk to the genernl nnd spceial assessmenls scl forlh alwva rines Icvicd pursimnl
~ lo Seclian 12.1 of iliis Ueclnrntion onJ du eosts or mnintenance pcrfonned by Ihc
4.7 L'(TSCLOWmnY111CllLiLA55iS3NCbI5:.I~SIl1CSI1CS,.StLI1LL~SSPS~i11lM• A^Y ~ Associnlion for which Ihe Owner is responsible under Scclions 5.3 nnd 5:1 of Ihis
asassmcnt Or installmcnl Ihereof Jclinquaul for n petiinl or more than kn (IQ) dnys slnll , Acclnrntion shnll Me spceific assessincnls. 'llie Uoard nioy nlso alxcilicnlly osscss
incur n Inte chorge in nm mtiount ns Ihe Ifonrd may from lime to tinte dctcrmine. "1 he Owncrs for Associilion expenses ns fullows: .
Acrncinlinn shal! rnuse n noliee of Jclinqucncy to be given lo nny membcr who hni not
puid wiUdn tcn (ID) dny+ fnllowing Ihc duc (inle. If Ihe nssexsmenl le uot pnlJ w1Ubin I 4.9.1 $ntt1oLl)tilt11LA33issplell4 No1wilhslonJiug Ihc requircmcnl Ihnl
Ihirty (70) dnys, n licn, ns hcrein proviJcJ, slinll ntlndi nnd, In ndJhlon, Ihc lien a6nll nnnunl ncscsamcids shnll Ix Icvied eryually on nll similnrly situcdcd Lots pursumit lo
include interesl scl by Ihe llotird 6om lime lo lime, on Ihe principal nmount due, IMe Scclion 4.2.4 Itereof, t6e Associntion slmll ollocnte 11te cosls of canslnicling, ncquirinb, or
chnrgc+, coslv nf tollcttion, incluJing, wldiotd Iimilnlimi, reosonnble nltantry3, fces tnolnloining tlu Speclnl Denefil Common Arens nmong Iho Specinlly IlcncfitrJ Lols in
nctually ineurred, nnd ony olher amouiits provtded or permilted hy low. ~ nccorJance wflh 11i0 lxnelils rcceivcJ by auch Lote and in any manner Ihal is rciisormb(y
fiir and equilablc, ond shnil levy anJ assess ngninst such Speclally !)cncfileJ Lots n
4.7.1 In the evcnl that the nssessmcM remnins unpaid nflcr sixry (GO) ( Speciol nencfit Asscssment. ,
Jays, Ihc Associaliom mny, as the f3oarJ shnll dclcrmine, inslitute suit to coUccl such ~
nmounls and/or to foreclose ils lien. finch Owncr, by ncceptance or a decd or as a party to ~ 4.9.2 jncqtinl f3eneflt. Cxpcnses of Ihe Assotialion Ibnl bencfil oll Lots,
ony oiher type of cunveyance, vests in Ihc Associnlion or its agcnls Ihc righl unJ power lo I but Uinl do not provide nn equnl bcncfit to nll Lots, mo'q be osscsseJ equitobly nnwng nll
bring all nclions ngninst such Owner personally, for lhe callecfion or such chnrgcs ns a ~ I.ots accorJing lo ihe benefit rcaiveJ.
iRit or lo forccloxe Ihc nforesaiJ licn in Ibc snme tnnnncr n9 olher liens for Ihe ~
~ 4.10 IIl1clLel Dcficil9 1)uriqgJ2eclarnnl C nlrnl. ror so long os ILc Declornnt
. iiuprovcmcnt or real prupcrly, has the uuthority lo appoint Ihc Jirectors and oflicers of Ihe Associution, Dcclnrnnt may:
~ (n) aJvnncc fimJs lo Ihc As.cocialion sufficicnllo rnlisfy Ihc Jcficit, if any,bclwccio thc
nclual operating expenses of lhe Associntion (bul specifically twt including an nllocnlion
Nitti•rurr).{ C C Ri JMkRe Y (1f72 Rit rnrrdkC C R,r
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YOI. P6GE U j~ rI ~ VOt. ~I. 7 5 2 PhGE U r
for cnpilal rescrvesj, nnJ Ilic sum of 1hc nnnunl, s(ieeial nnd apecific nssessmntis tollccted ~ mniitlcnmue, rcpnir, or rcpluecmcnt of ilcros for wldch such Owncr is rcsponsiblc
by Ihe nssoefoiion in ony fiscal yrnr, nnd such nJvnnces shnll be eviJenad by ' hcreunJer, lhe AssociaUon ahnll, except fn an emergency aiwal{on, givc Ihc Owner
promissory noles fmm Ihe nssocinllon In fovor of the Declnrant; or (b) cnuse Ihe wriUCn notice of Ihe Assoclntfon's intenl to provide auch necessary mainlennnee, repair,
Assoctndon lo borrow auch amoum kom a cmnmerclnl Icnclfng Inslilution al 1he 16en or rcplocemenl ot lhe Owner's aole cosl enJ expense. Tlie nulice shnll sel forlh wilh
prevailing ralcs fur sucb o lonn in Ihe local areo of the Communily. ~ rensonohle pnrtieularity llu mnintenance, rcpalrs, or ►eplncemenl JcemeJ necessary. 'llic
( • Owncr shall hove len (10) dnys e(ler tcceipt of such noticc wilLin which lo complete such
~ mninlcnonce, rcpair, or rcplacement, or, in Ihe eveM Ihot su¢Ii maintcnnnce, rcpnir, or
i replncanent is not copnbte of completfon ivitldn e 1cn (10) doy pcrioJ, to commrnce such
AIITICL~ 5 ~ ~~ork whicli shnll be completed wllhin a reosonnble tiine. If any O~vner Joes,not cnmply
wilh the provisfons hereof, thc Assoclnlloo may proviJe ony such maintennncc, rcpair, ur
Q(d(LY'I'fNANCf;SONVf:YANGE. QR COM111QPLARI?AS T) ASSOCIAfION ' replncament al such Owner'a sole cosf ond expense, nnd all cosl+ehnl) be ndJeJ lo nnJ
(xcome n parl of Ihe nsseasnunl to whlch auch Uwiur ia subjeel anJ shull Ixeomc a lien
5.1 OSSQSItit3411!l1iCSl2ofl3i6111iX• Tltc /lssoeiallon ehnll pinintnin nnJ keep In ~ ngnlnst 1he Lot. good repnir thc Common /lrcoe. 'lliia mnlntennocC shnll Include, wilhout IimtlMion, !
mninlcnnncc, rcpnir, nnd replacemcnl, 4ahjecl to o+iy insurnnce Ihrn in ell'cct, of nl) ~ 5.5 CspyCXMfS.QCCommon Arcn. n~n,d Sptc1 rntGLCIIIUmQILL1CtnY.11X
Inndscnping nnJ Improvemenla sUunteJ on Ihe Common Arens.'1 he Auocinlion almll ' (~lnlpjlt to A~soyjpljpp,'llu Declornnl mny Imnsfer or convey lo Ihe ^ssncinlian miy
olso iuninlnio: (i) nll enlry knlures for Ihe Conimunily locluding Ihe expenees for wutcr ' pcrsannl propcrly onJ nny 6nproveJ or unLnproved renl propcrly. Ieacehold, enecm¢nl, or
nnJ elcctricity, if ony, pmvideJ to aIl auch entry fcn►ures; (iI) InnJscnping orlglnnlly ' olhor propcny InteresL Such convcynnce shnll be nccepteJ by Ihe Assoclntlou, nuJ Ilie
inciolleJ by Ilie beclnrnnl which is on Commnn Arecis owned In fee by Ihe ns+oeintian or property shall lherenller be Common /1rens ar Speciol Uenefit Conunnn Arens, nt
on prnpMy whcre on ensemcnl hne bcen grnnteJ to lhe Associnlion; and (ifi) a11 factlitics . JcsignnleJ by the Dcclnrnnl, to be mointnined by the Associnlion. I)eclnrant shnll no1 bc
serving Uu Communily nol dcdicoled to or mnlnlained by o public enlily. 1'he fotc6oing rcquircd to mnke ony Imp►ovenunts whnlsoevcr lo propcrty lo be canvcyed nnd ncccpted
mnintcnnnec shall be performed eonsislent witli Ihe Community-WiJe SlnnJord. ~ pursuunt lo Iliif Seetion.
52 'I,[i+l2lllv N 1~ Og~ wned b ssocinlion. 1Le Associnlion s6all hnve lhe rigld, ' 5.6 Convcrsion of Common Asn~. A Common Arem mny nol bc convcilcd
but not the obligniion,lo maintain ollter ptopetly not owned by Ilie nsscxialion, wliclher ' Gy lhe Assoctation to a Specinl Denefit Common Aren wilhoul ihe consent of twathirds
within or without llie Comnronily, whcrc Ihe Oonrd has Je(emiined Ihat soch mnintenance j otnll Owners os well ns hvo-Ihirds of the Ownen of the Lols ihnl would becomc
would henefit oll Owners. \4ilhouf limilntion of Ihe foregoing, Uie Asxocinlion nmy enler Speclolly DenefileJ Lols nnJ be specinlly nssesseJ for sucli Speciul I)enefil Commnn
into n joint maintennnce ogrcemcnl willi nJjoining properly owncrs or nasocinlions for Ihe • . Arca. A Speeiol Denefit Common Area mny not Ix converteJ to n Comuron Areo for thc
rcpnir, n,nintcnnncc nnJ rcplaccmcnt of ahnrcJ (ncililics or other praiierly. i uac of nll Owners wNhoul Ihe conscnt of two-IbirJs of nll Owncrs aa wcll na Iwn-IhirJs of
Ihc Owners of Ilie Spccinlly 1)enefiletl Lols Ihol hnvc bcncliteJ Iroin such tilncinl Ifcncfil
53 L2aWaCSsplLSSSUiv nwner• In Ihc cvcnl Ihnl Ihc Associntion dclcrmines ' Common Arcn.
drol Ihe necd for mnintenance, rcpair, or replncemenl, which is Ihe resixmsibU(ly of Ihe
nssucialian hcreundcr, Is enuseJ through Ihe willful or negligent ncl of nn Owner, or Ihe
family, guests, leasecs, or invileea of nny Owncr, lhe nxsociolion mny pcrform auch +
mninlcnnnce, rcpnir or replncement ot such Owncr's sole cosl nttd expensc, nnJ nll cosls
ihcrcof shnll Ix nJJcJ lo nnd bccorne n pnrt of Ihe nsscssmenl lo whicli such Owner is ~ ARTICLC 6
subjcci nnd shnll bccomc n licn ngninsl Oic I.ol of such U~v~~er. ' US(~. Ri',S'1'ItI~IC]d.,Nb 12 II,ftS .
1
SA vj"iLly1]CS~.,f~ uun.~ULy• rXCC(lI :19 (1fOVICICd 111 SCCIIOIIS 5.1, 5.2 nnJ 5.1 , 6•1 GuClulll-UlkS.WI1LLkCU1[IU31115• 76i4 Artictc, iicginning ai Scclion G?,
obove, nll tnninlcnnnce of nny Lot nnd oll sUUClures, porking arcns. InnJscaping, and ollicr sels out cerlnin uso reslriclions which musl bc complieJ wilh by nll Owners and
improvemenls thcrcon togelher wieh tlhe lanclscaping ou nriy pnrking suip Gonting nny Occupanls. '(liae use teslrictions mny only be nmended in Ihe mnnner provided in
auh Lot, shnll bc ihc solc responsibility of the Owncr lhercof, wlio shnll proviJe Seclion 12.4 Iicreof regarding nmcntlment of Ihis Dcclnralion. In Addilion, the lloarJ
_ m:iinlenance consistari wilh Ihe Communily-WiJe Stnndard nnJ Ihis Declnrnlion. In Ihe mny, Gom lime lo linu, wilhouf totasent of lhe Owners, promulgole, modify, or delete
cvent thal Ihc 11uirJ af I)ircclors of ihc Associnlion dctcnnincs tiiat nny Owncr hns fnilcd olher use restriclimis nnd rules ond regulnlions npplicablc lo Ihe Commmiiily. Such usc
or refused to dischorge propcrly nny of sueh Owncr's obligolions wiUl rcgnrd to lhe restriclions antl rulcs shall bc Jislributcd lo oll Owners mid Occupants prior lo fhc Jaee
• ~n t I J uf JI Rivenmlk.C C Ha /H~gr 11 i/U
Xnrru.rllCCN~ 1~
814018147eJ l Av)oN 1xK 711tM3 11407314964.2 AV)071.OOC 71II193
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YOL 17 JZPbG[UJ~? 0* • • YOI. 1.75 4pF,GE0 jP. 7
Aud thcy nrc lo hccvme effcciivc nnJ shnll Ihuenller he bbiJing upon nll Uwncrs nnJ ~ 6.3.5 Any change Io lhc czlcrior calor or miy iinpmvcnunl (ocnlcd on n
Oceiipnnu unlil ond unless ovcmiled, cnnceleJ, or moJlfieJ in o rcgulnr or spccinl Lot, incluJing, wilhoul lim(totion, llte Jwelling, must bc approvcJ by tlu nrcliiicaurol
meeting by a mnjority or tlu Tolnl Associollon Volc. Review Commitlee.
6.2 [Ccyids'jiti°I l lec. f:xccpt ns proviJed in ihis Section, nll Lol9 shnll bc uscJ ' 6.4 Skp9. No sign of any kinJ shnll bc crcclcJ by nn Owncr or Occupnnt
for siugtc•f•mily residcnrtal pumoscs exclustvcly wilh itic escepdan tliat ccrioln liomc ~ wiUhin ihc Communfly wilhoul Ibc prior wriUcn conscnl or Ihc Arcbilccwral Revicw
occupalions will bc pennilleJ, suhjcct lo Ihc suldelincs nnd rulcs eslablisheJ by Ihe f ContmiUCe. Notwi1hstonJing the forcgoing, lhc Uonrd nnJ Ihc Ueglnrnn1 shall have ihc
DonrJ. Such home oecupntions may be limited lo cerlnin biulnesa uses, shnll iwl crenle right to ered teusonnble and appropriate s(gns (ncfuding, wGhoW limilalion. EiSIl3 fl'lf11Cti
nny disturbnnce, noise, or unsigliUiness, shAtl not unduly increase trnffic Ilow or pnrking lo Dedarnnt'a development unJ markeling of reaidences wilh(n flu Community, hi
eongcalion, nnd slmll not be in vlolnlion of ony ol'Ihe provisions of Ihe Declarol(on or eJJilion,'9'or Snle" nnd "ror Itenl" aigne nnd aecurily aigiis consistcnl with 1he
11y1nwe. Usc of Ili¢ I,ote slinll in oll casea be In complinnce witli all npplicnblo Ipws, i Communily-Wldc SlanJarJ and any aiena requ(rcJ by Iegnt nroecedtnga mny Ix erectccl
orJinnnees, ►ulns nnd regulotions, upwn nny Lot.
6.3 1LWdiue nncLLnnslssuRinCJiepuicsnetls.wttll;tsirlciiniv. Atl rcaWenees 6.5 Ve1itsle . Tiie tenn "vehlcles" aa usrJ herein shol) IncluJe, wilhaut
constructed witltfn Ihe Communily by n+iy I'erson nlber tlmn Declnrnnt shnll he subject to , limilntion, nutomobllcs, vana, eampero, trucks, buses, molor homcs, mobilc hoaxe, bOAI9,
Dcsign C7uidclincs which may eover Ihe ndnimum si7e, erchileclurnl slyle, seape or trailers, portoble oircrafl, molorcydcs, anawmobiles, mini-bikes, acaolcn, go•carls, onJ
improventenlc, qunlily of Jcsign, mulerinls, workmmuhip, nnd siiing siandnrds. Such any olhcr toweJ or sclf propclleci transporlnlfon lype vehicle. 71ic Ienn "pnsscngcr
hcsign Guldelines slmll bc eslnblishcJ by Ilie Archilcelurnl Itevicw CommiUee for Ille vchicles" as uscJ hercin shnll incluJe pnssengcr oulomobilcs, vant, snuJl Irucks,
purpnse of e~lnblisl~ing n Commnnity of hnrmonious design. Widiout reslrieling nr ~ molorcycles, nnJ similnr type vchfelce used regularly nnJ prirnnrily ns trnntpnnation fur
limiling Ilve oulhurily or the Arehilcelurol Ilevicw Commiltce pursuanf fo SetUan ).S in . thc Occupnnb or Ihe Lot. Ve1iSclcs oscJ for conunercial anJ rccrtadonn) purposcs nre nol
npproving or Jisnpproving of nny sr+eclfic proPosnl, QIc following rcetrictions slmll npply i tonsidcrcd passengcr veliicles. "Pnrking oreas" sholl rcfcr lo Iha nwnbcr or gnrn6c
to the Communily in general: pnrking spnces nnJ drivcwny arens in Uont or garages. f Iowever, drivcway nrens i6nll be
~ consicfrrcd "pnrking arcns" for passenger vchicles only ond only to thc cxlcnt Ihnl
C.).I Any residcncc or olher slructure erccled or plnad on nny T.ot shnll su(iicienl pnrking spnecs erc not provideJ In the gnroge for oll ILe vehiclcs uscJ by thc
bc complclcd ns to extcmnl nppearonce, iucluding finisheJ pninting, witliin six (G) ~ Occupanls or Ihe Lol.
monlhs nfler Ihc dnle ofeonnnenccmenl ofeonslnietion. All front, sidc nnd renr ynrds
IanJsrnping must bc crnnplcleJ wilhin one (I) yenr from Ibe Jntc of closing or the 6.5.1 No vehiclcs olher thon passenger vchicles in rcgulnr usc moy bc
purclinac of ihc resiJcncc fiy Uw Uwner fmm ihe Dcclarnnt or nny odter buildcr. ' parkeJ on nny Lol or portion of Ihe Commtmily, exccpl in pnrking mmis un I,ols, or in n
i screcncd nrea at o Lol, ifsucb screcncd oreo In approvcJ by lhe Architcctuml Revicw
6J.2 Sctback rcquircmcnls for nll LMS shnll bc as proviJccl ln opplicablc Commltkc. nny vohide regularly pnrkeJ In nn unnpprovcd nreo or ror longcr Ihnn
ordinnnces of $pokane Comily. I Iwclve (12) conscwtlvc hours shnll be consiJercd a nuimnce anJ moy hc rcmovcd from 1
~ Ihc Community.
6.3.3 All homes within lhe Community sbnll contnin n gnroge, carporls
sh;ill not hc perminecl. Unlees oQicnvisc npprovcJ by Ihe Arehilcclurnl Iteview ; 6.5.2 Passenger vchiclcs pnrkcJ ovcrnight or for more Ih,m ri6h1(&)
Cotmniltce, nl! 6nrnges mual bc allncbed la, or incerpnrnlcJ in nnJ mnJc o pntt of, the ~ consccullve hours shnll be parkeJ in gnrogcs to Ihc cxlcnt Ihal gnrage pnrkin6 nrcns nre
rcaiJencc conclrucleJ upon n Lal. In grmiling wnivcn lo Ihis rupiireuicnt, Ihc ~ providcJ ond nol occupied by Mlicr vehidcs uscd by Ihe Oceupnnl of Ihe Lul No
ArchilcchmJ Iteview CommiUee will consider finulionnl necessity nnd n►chitecfurnl ~ passenger vehictes mny be parkeJ on any Lot or porlion of du Conuiiuniiy execpl iu
clcsirabili~y. . "parking nrcas" as deRncd in Iliis Scclion.
6.3.4 No fence, fencing•lype barticr, or Ledgc of miy kinJ in axcess or ~ 6.5.3 Any paasenger vehlcle which is inopcrablc or unlicenscd anJ not
si+c (G) fccl high or cxtenJing inlo the fronl yarJ of nny residcnce shall be erecled, allowcJ i cnpnble or usc on Uie public highwnys and which is parkcJ on nny Lol for o perioJ of
.pr mninlnineJ ulron any I.ol, withoul Ihc piiur xvritlcn consenl of Ihe Archilcclural more Ihnn forty-eight (48) hours shull bc treateJ die sume os o non•pnescugcr velliclc nnJ
Rtvicw Commillee. nny snch fenee, barrier, row of Irees, or heJge shnlt be slriclly in ~ shall be considereJ a nuisnnce and moy be removed frorn the Community.
~ complinnce with besign Guidclines eslnblis6ed by Ilie Arehitecturnl Review Commillec, j
which slmiJnrJs mny proviJe for limiled ncceplable clyles anJ/or specilica(ions. ' 6.5A 71u Roard slinll aJopt and mninlain currcnt ndcs ond regulalions
. • conceming Ilie parking and stomge of vehicles on nny Lot or may porlion of Ilu
HnrrnyJA C C!lt /w,ge 1) rJ)) ki„rnndkC L' Rl pry,r N iJ)I
11 UU1 14760 1 AV)011.INX' 7111195 • 114011 149".J AVIO)I.IX1C )/IIAf
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Communily, Said rules nrc to proleel Ilu Communiry from the polcntiaily adverse i ihc oceupnnts of surrounding propcrty. No ilkgnl, fllicil " , Pd6E ~
nozivus or o(Tcnsive nclivity
impacls or vehides on Ihe Commmiity environmenl anJ lo accommodote Ihe evolving ~ shnll be enrried on within tlu Comtnunily, nnr slmll anylhing lx done IcnJing lp cause
nolure nnd usc or such veliicles. 5uclt nilcs anJ regulalions moy proviJe for exceptions cmbnrcossment, discomfort, onnoyance, or nuimnce Io nny 1'erson using ony propcrly
nnJ/or modificntions to ihe cnndilians of Ihie Seciion af dNermincJ In Ihe sole discrclion tiviffiin Ihe Community. Wiqzoul 1(miting Ihe genernlily of Ihe forcgoing, no spenkrr,
or thc boarJ. 'I be UnnrJ shoU rule on nny JispiUe ns lo ihe Inlerprclntion or npplicnlion horn, wldsde, airen, bell, nmplificr or olher sounJ Jevlce, exccpt aucli Jevlccs nv nmy be
or iliis Section nnd oll rulea and reguloiions establishcd by Ilie Uonnd witli respcct to uscd exclusively for seauity pumoses, shnN be located, installcd or ntninlalncel upon Ilie
vchicles. ' cxlerior of nny Lol unless rcquireJ by luw or unless specificolly opproved by the
~ Architccturol Review Committee. - •
6.6 Y,sJdglCS_on Cnmmon Arepg. No moiorizeJ vehides shull Ue pcrmilled on
pnlhw:iys or unpcrvcd Cotnmon ilrena exccpl vehtcles Iicing useJ fiir dic liinlled pwpnte • 6.11 llnsieldlx..nelLikcmnt C.oiuliliflns. The pursuil of heihbies or othcr
ul opcrutiug nnd mnininining ulililies. . nclivilica, IncluJing epccilicnlly, wllhoul lindting Ihe generulily iif tlie lixcgning, Ihc '
assernbly or and diaassernbly of molor vclifcles and ollur meclianlenl devices, ~vl~iel~
G.7 j.splip~. l.ett mny be Icnsed for restdentlnl purposa. All Icnses slinl) hnve miglri tnid lo cnuae JleorJetly, unslghlly, or unkempt condilions, aliall not be uilJerlnkcn
a minimuoi tcrm ef nt lenst thrce (J) montlu. Al) kn9es shnll require, wiilloul Umllnlion, . oWsldc of homes or garnges. Onrage Joore shnll be kept closed a1 a(t timcs unlcss ihcy arc
Ilrot iAe lennnl ncknowlcJgc rceeipl or n copy of the Oeelnrntion, lSylnwt, nnJ ntlcs nnd ~ in usc. In oddilion, lhe atorage ofequlpmuU, mnebinery, conslructiona suppliea or any
rcgufnlions of Ihe Asaocinlion. 71ic lense s1inU nlso oblignle Ihe Icnnnllo comply wilh Ihe ; sindlor materinl on n Lol oulsWe or Ihe home and gnrnge eonslructcJ Ihercon (s SIricUy
fiacgoing and shnll proviJe lhnl fn Ihe cvent of noncomplinncc, Ihe IMarJ, In ndJGion lo prohibUeJ excepl as reryulrcd Juring Ihe remodeling or rcfurbfshing or improvernads on
nny olhcr rcronlics nvnilnble to il, mny evicl the Iennnl on belrolf of the Owncr nnd such Lot and Ihen for ool more flwn slxty (GO) days. '
spceificiilly assess nU costs associntcJ Ihcrewlth ngninst Ihe Owncr anJ tlic Uwncr's
p«PcrtY• 6.12 t1n(erippg. No lelevision or radio nntenno, towcr, snlrllile diah, or extcrior
nnlcnna or eny khiJ slinll bc plnced, allowxJ, or tnoinlalned upon miy I,ot or mry po►tion
6•8 S2CCURjW8.IisLUUtI• nll provisions of lLe Ueclnrnlion, pylows, nnd of nny ' of die Communiry withoul Ihe prior wrilten consenl or Ilie Archiieciurnl Itevicw
ndes nnd regulnlions, whicb govem Ihe conduct or Owners nnJ whicli provide for ~ Committea Goch Owuur nnJ Uccupnnt ocknowledges thnt tlds provisimn brnclils nll
snnclions ngninsl Owners slinll aiso opply to nll Occupnnts. Fina mny be IevlcJ agninst ~ Owners nnJ Occupnnts anJ encli Owner anJ Occupnnl ogrees lo comply wiih Iliis
O+vners or Uccupmi4. If o fine is Prsl IevfeJ ngninsl nn Occupnnl nnJ is nol pnid tinuly, ~ provision Jcapile Ihe fnct Ilint the ereclioo of an oulJoor nnlrnnn or similnr device would
Ihe fine may lhcn bc levie<I ogninsl the Owncr. ~ bc tlu mosl cosl-efYeclive wny lo Imnsmit or rcceive tlu signnls saught W!rc IrnnsmiUeJ
6.9 QpjNptg. No nnimnls, livcslock or poullry or nny kinJ slinll bc miscJ, ~ or rccelveJ. ,
brcd ar kept in ihe Comnnmity; proviJcd, however, lhal convenlimml huuschuld pcls mny ' 6.13 Tree Removnl. No Irees lhnl are tnore Ihan six (G) incbes in Jimnder al n
hc kcpl an a Lul suhjcct lo Ihc follmving restrtclions: Prls shnll nol be kcpl, brcJ or ~ poinl Ihrce (3) fcel obove lhe ground shall be rcmovcd wilhoul Ihc prior wrillcn conscnl
mainlnincJ for nny comnurcinl purposce. Ownera shnl) be responsiblc for tlic Immedfnlc ~ or dw Archllccluml Revicw Commitlee. NolwilhslonJing nll or Ihe abovc, no consenl or
clenmip nnJ removal oCnll fccol malter JepositeJ by pets on nny propxhy ollrer Ihan Ihe I PppIOVOI IS rtqUItC(I rOr IItC fCrtIOVRI bY OD OWf1C! OrAI1)' I►CC9, regorJless or tlicir
Lot of Ihc Uwner or Ihc pul. Pds shall be confineJ in Ihc Owner'e Lo1 in n dns run, or l diamctcr, thal ore IocnleJ within ten (10) fccl or the Owner's resiJcnce,
o0icrwisq unless on n leush nnd nccompnnicJ by a rcaponsible person. No domestie pct
mny be kcpl if il ie o source of minoynnce or n nuisnnee. Tlie 13oarJ shnll hnve Ihe 6.14 Drajppe . Cnich basins nnd Jrninnge nreos nrc for lhe purpose of nnlurnl
nuthorily la Jelermina tvhether a pnrticulnr pel it a nuisance or a source of nnnoynnee, . flow of water only. No obstrucltans or debris ahall be pluced in Ilrcse nrcas. No Owlur
ond such Jetenninalion shnll be final nnd conclusive. I'ets shull be altenileJ n1 ntl limes ' or Oceupanl moy obstrucl or re-ehanncl ihe Jrainage flows n(ler tocoliori nnJ insmltntion
nnJ sluill bc regislercJ, licaised ond inoculnled from lirnc lo time ns rcquired by law. ' ofdrninnge swales, storm acwers or stortn drains. Declnronl Iioreby rescrves far the
bencfit of Ucclnrnnt ond Ihe Associutimi nnJ Iheir respeclive successors and nssigns n
6.10 1luistmsS• T=ach Owncr rnd Occupnnt shall prcvent Ihe devclopnunt or , pcrpcwnl eascmenl ncross oll Common Areae nnJ Lois for du purposc or uiaintninin6 or
any unclein, unheallhy, unsighUy, or imkcmpl eondilion on his or licr Lot. No Lol stmll ; nqcring drainagc nnd water flow. '
bc uscJ, in wliole or in pnrt, for Ific sforoge of nny propcrl}' or Iliing lhai will cmise sucli ;
- 1_ot Io appcar Io be in nn undenn or wiliJy conJition; nor shall any substance, lhing, or ; 6.15 Sig,► n;elance nl Intcrecclione. All property focalcJ ol strccl inlerseclions
matcrial be kepl Oiat will emil foul or obnoxious odors or Ilinl will enuce nny noise or shnll be landscaped so os Io permil safe sight aeross Ihe slreel conurs. No fenee, woll,
elhcr conditimi Ihat will or niighl dis(utb Ihe pcacc,.quicl, safcty, comforl, or scrcnity or ' hcdgc or shnib plmriiog shall be plnccJ or pcnnitlcJ Io rcmnin whcrc it would crcnlc n
r . ~
ltirr+ nnLC C C Rt ju~ge 15 of Jl Himnnd4.C C Ni lxige /A uf J]
1140I114aN•t Avlou.IxX' 7111lv) • II407111464-2 A111031.17CIC Tp1Af ,
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trnftic or sighi problcm nx dctermined by i6c /lrchitccturnl flevicw Commiuce In Us solc ~ /lrchitcclurnl ILevlew ComniiUec.llrc Arelsilaturn) Rcvlew Canimittcc tnny dimllow
Jiscretion. any swimming pool or hot lubs wlJeh ilie Canmlllee delennines ivll) be coidrnry lo Ilw
6.16 L'in[L+nCe Cnus_ 1V°°dpjlss..lilc. nll gnrhnge emis, wocxlpilcs, nlr- bcst intcrcats or the CotnmunGy. Tlie Archileetura) Rcview Canuniuec shnll liovc the
conJiiioning compresaors, mnchinery, equlpment nnJ oltier etmtlor ilcmi rclafed to the ~ auUiorily to estnbllsb nile~ anJ rcgulnQons governing 1he use of any ~uch ~nciU~ice.
opcrntion of Iltc residcnce slinll be located or screencJ so as to be eancenlcJ from view i Conaidemtions stiaN include, but nol ba limitcd to, llie vlaunl nnJ audio (ntruslon aucli a
from ihc street abuuing Ihe I,ot an wbic6 such Items me locnted. AII nibbisli, trasli, nnJ facilily onJ associolcJ ncllvilies wou1J have on aurrounding re9iJcnccs.
gorbage slioll be regularly removed nnd sholl nol bc allowcd Io accumutale. Trnsh. 6.23 mpllhflsl.9. All iunilboxes locaied on Lots sholl be of o style opproveJ by
gnrbngc, deM1rls, or other woste ennOCr of nny kinJ mny nol be bumcd wldiin Ihe Ilic Architcclurel Itcvicw Commiltee. Mnllboxcs ahnll be attocheJ only to atnnJy
C'onununily. 'I'liis Seclion 6.16 is subjccl to all rights grnnted nitJ rescrvcJ purounnl lo ~ proviJcJ nnd mointoined by Ilie Associalion in dcsignnted locntiona.
Sectlon 11.6 bclow. +
' 6.24 Clothe_IinS„'. No cxterlor dathalines of any lype aholl bc pcnniucJ upon
6.17 Slii 1'uision of I,o~• No i,ol slinll bc subJividcJ or ils botmdnry Ilncs ony Lol. ,
chnngcd excepl with du prior wriuen npprovnl or thc Archilecturol Rcvicw Couvnitlce,
UecMrnnt, ho+vevrr, hcreby e!epres9ly reservct the tight Io re-plnl nny I.al or I.ols owicd ~ 6.25 ~SIG[ltlt_StClltilX12CY1LS9. No cxlerior sccurily Jcvlccs, iucluJin6,
by Ucclnranl. Any such division, boundnry flnc chnngc, or rc-plnlting slmll nol bu tu ~ wGlioul t(m(Intfon, tvindnw bars, stiall be pxrtnUled on miy resldence or I.nt. Signs plnced
violntion or Ihe applicnblc tubJivision nnd zoning rcguloUon9. ~ on the Lot or Uie extcrior or lhe raidence sloling diot such resldence Is prolcetcd by n
6.1 R Cauls. The uac or fircnrms in ihe Cnmrnunily (s prohibi(eJ. Thc torm ~ security systcm ore permissibla
"fircorms" incluJes a•iliiout limilnlion UU guns, pcllel guns, and fircnrms of oll lypcs. 6.26 S'nnslnicllon nnd Snle Perio UnUI Declarnnl's riglri unilnkrnlly to
G' 9Utoloties , subjcet properly lo this Ucelnrallon a5 provlded in Article 9 lerminnles anci IliercaRer so
. long ns Decluront ownsany properly in the Communily for dcvelopmrnt and/or sule, lhe
6.17.1 fixcept ns may be penniueJ by the Architccturnl Rcview restrictions sct foAh in thb Article 6 shel) nol be applied or inlcrprctod so ns to prevcni,
Commiuee, nu ovcrhend utilily lincs, incluJing linca for cnble tclevision, slrnll Irc Iiinder or iMCrkrc wilh Jevelopmcnt, consltuclion and solee rtctiviiics oiUeelnranl or any
pcnnilled wifhin fLe Communily, exeepl for lcmpornry lines ns requireJ during _ builJer or dcvefoper approveJ by Declamnt.
eonstruction.
A12TICLi's 7
GJ ~/.2 'I ho utc or privnlc ~vclh mul ~vntcr syslcntt ~vill~in Ihc Cuutmumily ' INSI(1l_ ANSr,.Q,NII C',n,SIIAI~ LC)Stil;$
is prohil~ilcd. ln aJdilion. Uwners nre suhjcct to miJ shall comply ~vilh certnin eonJilions `
of npprovol of Spnkanc Cotmty widh respecl to sctve► onJ stvrmwnler coMrol fnc{Illlcs ns ~ 7,1 lnsurnncc CevcmLc. 'fhc IlonrJ of Diretlors or Ihc duly aulharizcd ngcid
scl I'urlh on Ihe npplicablc plal of the phase in which sueh Owner's Lal is localcd. I of Ihe Associnlion shall hnve Ilie aulhorily lo and shnll obtain or cause to be obtained
l ~ • .
6.20 LllliliuG rxccpt ns mny be pcnuiucJ by Ihc Archilcctural Rcvicw insuranee aa follows:
~
Comtnince, c:clcrior lighling shnll nol be permiUed except for (i) hvo (2) Jecorolivc posl 7.1.1 TIu IIonrJ shall obtnin insumncc on all insurnblc 6uilJings nnJ,
lights, (ii) slrcel lighls in conformily wilh nn eslnhlisheJ slreet lighlinb pro6roni far Ote ' w4cre (he t3oard dcems therc lo be a rensonable ilsk, o16er subslnntial slniclures whclhcr
Cotnmunily; (iii) scnsonni decorafivc li6hle; or (iv) fronl bouse illuntinolion or moJel ,
or nol such buildings or slrticwrcs nrc locnled on Ihc Common Arens ancl which ilie
homcs. Othcr dcrnraiive ynrd IigMing shnll be permissible subjecl to prior npproval of Aswcialion is oblignted to mnintnin. Insurance an buildings shull provide, at minimum,
Uie Archileciurnl Itevicw Commiltca , fire nnd cxtended covernge, including vonJnlism and mnlicious mischicf, nnJ shall be in •
~
nn nmounl sufficient lo eover Ihe full replnccmenl cost of nny rcpair or reconstniction in
621 Qn'~j],Sj~L~CCtcl~li~1~,J:Xistini.$&i11py~I~nllsl.,Sit1li~Lllctus. No artificinl I
; Ihe cvcnt of damage or datroclion Gom uny such ho~Ard. tnsuronce on other subslantial
vcbelotion, exlerior sculpwrc, fountains, Iings, nnJ similar ilems shaU bc pcnniucci in Ihc ~ sinictures shall cover thosc risks JecmeJ advisabte by the I3onrd nnd sltnll !x iii such
rcmt ynrd of any Lol unless npproved by Ihe Archileclurnl Review Coromillee. j omounts as nre Jcemed aJvisoble by the DoarJ: The I3oard mny insurc other lypes of
6.22 Swi111uuuC.P.Ril3• Swimming pools nnd hot tubs shnll be consRUCtect, ~ improvements, Includins enlry monumenls, landsenping, anJ the like, as it dcems
yccied or mnintnineJ tipoa nny [.ot only tvith Ihc prior wriUen consenl of the ~ nJvisnblc. Wilh respecl to such olhcr improvcmenls, Ihe Doord shull dctermiuc Qie risks
~ to bc insurcd and Uic omounts or insurancc to bc corticJ.
• Rirrruvll C C Nt /Hrge 17 qJl RivenmlkC C Ra pige 18 of JI
/I40I1 149M•I AVIOJI.UOC 1111195 11407814961•1 AV20A.DOC TIIINf
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vot.1'7:, 2ncu 0 3 32- vot. :I.7 5 2rdcE U *J3 3
7.1.2 The Donrd slinll obinin o publlc liabilily nollcy npplicnhle lo Ilie I, 7,2.1 All cnsually insurenco pollcies slioll huve nn inflotion gunrd
Coromon Areas eovering Ilie Associolion ond fie mcmbero for oll Jamngc or injury cnuseJ ' enJorecmenl end an agreed ameunt endorsemerit if tliese are reasonobly avniloble nnd nil
by lfte negligence or Ilx Associntion or eny of ils nuoi6en or agent3, anJ, if reasonnbly insurnnet policics alioll be reviewed annually by one or more qunlitieJ persons, ot Icast
nvoilable, direeiors' artd officers' linbilliy Insurnnce. 71u pubic linbilily policy alioll Imve . ono of wltom musl be in Ilie real ealato fnJuslry enJ fi►milior willi constructlon in Spokone
o cambineJ single limit of nt Icnsl One Million Uollnrs (S 1,000,000.00). , Counly. .
7,1.3 71rc Iltinrd is hcrcby nWhorised lo conlrncl with or Mhenvise ~ 7.7 QIhCf1IIIU[l1IICC. In ndJilion lo Ihe olher Insurnnce rcquircJ by lhis Art(cle
nirnnge la obinin Ihe imnrnnce covernge rcquiretl hercunder Ihroogh Ilie Declnrmri nnd Io f 7, Ihe ISoord stmU obtnin worker't compcnentlon lnturnnee. If nnJ In Ihc extcnl nccessnry
tcimburse Dctlmmril far 16e cost Ihcreof, nnd Ueclnrnnt shnll be authorizeJ, bul no1 lo sndsfy Ihc rcqulrcounts of npplleable Iawa. Tlu poatd may. In 11+ Jiscrcdan, obtnin n
oblignieJ, to purchase such Insurnnce coveroge fiir ihe benefit of the Aasoclnllon onJ Ibe ' fiJelily bond or bonds on dlreclors, ofTicers, tmployees, ond ollier persons hmiJting or
Ownen upon Ueclnrnnt nnd Ihe nasocinlion ngreeinp upon Ihe terrna nnd conJltlone . responatble for the Aasoeietlon't fLnJt, lf teasonably avnUnble. 'flie Aaaoetotion sholl
npplicoblc lo rc6nbursement by the Asaodnlion far coats Incuned by Deelarant Li ' ebtaln oJJhlounl insurnnce tovereQo, If onJ to the extent nccessnry to ant{ely tho
obinining such coverngc. Nolwilhslnnding anylhing conlained in this Ucclnralian lo Uhe ~ . rcyu(remenls oCllie Pederal Ilome Lonn Mortgege Corporalion, lhe FeJernl Ntuionol
conlrnry, Ihe flonrJ shnll nol be tcquircJ lo comply wilh Ihc provisians or Ihis Aniclc ff Morlgnge Associalion, the U.S. Ueportnunl of Velernns Af]'nirs, or Ihe U.S. UcpaNmcnl
Ihe Ilonrd hns conlmcted for or odierwiu arronged to oGlnin the requircd Insarmice ' or I lousing nnJ Urban bcvclopment.
coverngc t6raugh Ilit UcclornnL .
7.4 lpdWunl Insurnnce, py viduc or laking titlc lo o i,ol subjecl to Ihe lenns
7.1.4 1'rcmlunts for ell insurnnee shnll be eommon ezpenses of Ihe or this Ucclnralion, ench Owncr ackiiowledges Ihot Ihc Associntion Iine no oblignlion lo
As%ocinlion. Thc policics mny conlain n rcnsonuble dcJuclihle, onJ Ihe omount Uicreof provlde nny Insurance for ony poN(on ofinc(ivtduol Lots, nnd eaeh Owncrcovcnanlt nnd
shall nol be sublrocleJ from Ihe fnce nmounl or Ihe policy ln dclcrmhdng wbcllier Ihc agrec3 whls nll olbcr Ownero onJ wilh the Assoeiollon Ihnl cnch Owner shnll nl o
insuronce at Icntt cqunls Ihc full rcplnccmcnl cosl. = miniinmo, corry fire anJ exleisdeJ covemge ta'tually lnsurnnce on Ihc Lol nnJ ull
slruclures construcled Ihcrcon in mi nmounl sufficient ta covcr tlie fidl rcplncrmciH cosls
7.1.5 ]n Ihe evenl inaurnnee premiums in conncrtion wilh Ihc 1+isurnnce of nny rcpnir or rcconstruclion in Ihe evcnt or Jmnnge or Jcstrucliun from nny such
required by Ihis Article 7 hecome prohibilive, (n tlie Judgmenl or Ihe Ilanrd, lhc Iloard hn7nrd.
mny wi1h oppmvnl or sevenly-five percent (75°h) or Ilie'folal Associotion Vole reduce '
Ibe amomri of Ihe required insuronce, sdf-fnsure iiself, or Jiscontinue tbe insumnce oll ' ~ 7.5 DpIIIDCe nniDcstp!clion Instired 6v Associnlian.
togNher. '
' 7.5.1 1mmeJinlely oRcr dnmmge or deslniclion by firc or oiher cnsunlly
7•2 L'eLICyl3sclu1remenfs. All strch insurnnce covemgc oblolnctl by tht I3onrJ ! lo nll or nny porlion or any improvemcnt covered by insurnuce wrilten in Ilie name of Ille
of hirctlore shnll ba writlen in Ihe onme of Ihe AsSOCintion, ns Iruslee for the respeclive ~ nisocinlion, the IloarJ or Directors or ils duly oulhorizeJ ngenl shnll proeeeJ wilh Ihe
bcnclilcd parlics. Such insorance shnll bc governcJ by the provisions hcreinullcr sN ' liling nnd nJjuslmrnt of'nll clnlms nrlsing imdcr socb insuroncc nntl obtnin rcliahle anJ
lollh: ~ Je1nileJ atimales of Iho eost of rcpoir or reeonstniclion of Uie dnmaged or JectroycJ
properly. Repolr or rcconstnrction, ne uscJ in ihia Scction, mcnns repairing or restoring
7.2.1 ntl poticics sh,ll bc wriuei, w;lh a couipm,y null,orized (o do ~ lhc propcrty lo substantiolly thc snme eonJilion onJ locnlion IhM exislccl prior to Ihc fire
busincss in Wnshingtan. or olher casunlly, allowing for ony chnnges or improvanents neccssiloleJ by clianges in
' i opplicablc builJing codcs. 1'he DonrJ of Directon slioll Iiave Ilu enforcement powcrs
7.2.2 Gxclusive rtulliorily to ncfjusl losses unJer policies obiained by the • specified in Section 7.2 of this Declarnlion necessnry to enforce Iliis provisiun.
nssacinlian shall be veskd in 1he AssociAlion's BoirJ or Dircdors; proviJcd, howcver, ~
no tviorigngce having nn inleresl in such locses mny be pmhibileJ from parlicipniing in ~ 7.5.2 Any damnge or deslruction lo property covered hy insurnnce
Ihe settlcmenl negoliolions, if ony, rclnlecl Ihereto. ~ wrillen in Ihe name of the Associalion sLnll be repaircd or reconslnuleJ unless, Nvilhin
~ si;cly (GO) dnys a(ler lhc casualty, nt least scvenry-five percenl (75%) or thc Totnl
7.2.3 M no event shol) Ilic insurnnce coverage obinined nnd nminlnincJ Associution VOIe olhenvise ogree. 1rfor any rcason eilher Ihe nmounl of (he insurnnce
b)bOic nssociniion's 11oan1 or Dircctors hercundcr bc brought inlo ctm(riliuliun widl procccds to bc pnid as n resuh of such domngc or dcslniclion, or rclinhlc mid dclnilcd
- instirnnce purcLaccd Hy individual Ownua, oaupnala, or Iheir hlorlgngecs, niid du eslimates of the cosl of repnir or reconstroclinn, or bolh, arc nol mnJe availnhle lo Ihe
insurnnce cnRied by tlte Associalion sholl be primnry. Associnlion within such period, lhen Ihe pxriod shall be exlended iuitil such infonunlioa
y Rnrnny/4 C(' l1t ptrge 19 r jJl Rivrrnn/l.C C Jb . ~n~gr JU n/Il
011111l 11116IQ AVIOy IMlC 1/IIA7 111011U9R1.! AVIO31 bOC 17tIA!
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YOI. ~L7 5 ~L PAGE UJ 3'~. YOL 17
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sliall hc mnde nvniluble; rroviJeJ, liowcver, sueli exlcnsion slinll not exceeJ sixly (GO) ~ Imptoveuunls dnmoge, sholl govem replncement or resloroUon and Il,c oclions lo bc
Jays. No Mortgagce shnll have Ilte right lo pnrlicipale in the Jelerminalion orwlietlur loken In Ihe event thal the bnprovements are not resrorcd or rcplaced. "
domoge or Jcslrucllon alinll be rcprireJ or tecoriseroeted.
7.5.3 Uihe Jamnge or Jestniclion for which 1he insurance pmceeJs arc i ' AItTICLE 9
paiJ is to bc rcpaireJ or reconstructed nnd sudi p►ocecds nre nol suflicirnl to JeGoy 16e ANNG:XA:EION UF AQDIJIQNA1~~ROPf.lYfY
cosl Ihercaf, llte 11oarJ of nireclors shall, without lbe neceasity of n votc of tbe
Associnlinn's mcmbers, Icvy n special nsscvsrneni ngninsl nll Owncrs in propoNion lo Ihe 9.1 Lhljj~lerni Annexation 6y DecUirent or iL Affjljp(C.
number of t,ots owne<I by -quch Owners. AdJilional nssessmentt mny be mnJc in like
mnnncr nt nny lime during or following Ihe complelion of nny repelr or rceenslnicllon. If , 9.1.1 As Ihe owncr Ihereof ot, if aol the oamer, wUh Ihe consent of Ibc
Ilie funds avollnble from insurance excecd Ihe eosb or repair or reconsttuction or if the owner Iliereof, Declnrnnl or Ils Aftilinte shol) have llie'unilateral rlgld, privilcge, nnd
improvemcnts nrc nol repnircd or tcconstruclcJ, auch exeess shall bc Jeposited lo the • oplion from lime to Ume al any Ume unlil (illeen (1 S) yean o(tcr lhe recording or this
bcnefit or t1ie Associnlion. ~ Dcclarntion lo eubjeet all or nny porlion ofthe tenl properly dcscribed in Txlyili11 Il.
, nllached hcrcto nnd by tcfermce moJe a part hereof lo lhe provlsions aC Ilde Uednration
7.5.4 bi tLe evcnl Ihat it shoulJ be delennined by Ihe Assoclnllon in the by recording o Supplemenlnry Dcclnmllon describing Ihe property bcing subjcdecl. Any
manner describeJ obove t6at lhe Jnmoge or Jestniction shnll not be repaircd or ' such nnnexulion ahn(I be effcclive upon the Qling for record of auch Supplementnry
rcconatrueleJ nnd no ollcrnnlive improvemcnls nre audwrtud, thcn and in tlmt evcnt thc Dcclnrallon unlcss olhcrwise provided Ilicrein.. As long os covconnls oppUcnble lo Ihe
propcrty shall bc reslnred lo its nnhvnl slale nnJ mnintnined os nn unJcvolopxd poAion or ~ rcol propeny prcviously aub}celcd to Ihie Ucclnrnlion nrc not cliangcd, the Ucclaranl or its
Qic Communily by Ihc Association in o acnt and attroctive conJition. Af(iliate mny unilaterolly amenJ lhis Dcclarolion to rcllect thc diffcrnit chnmctcr of any
s
7.6 I2Il~1L1C1 n~slniclian Insured 6Y Owncra. The Jnmuge or ~ ucli nnncxed reol propetly. ,
Jeelrvclion by lire or olher cnsunlty to oll or ony ponion of any (mprovement on o Lot ~ 9,1,2 The rlghts rcserveJ unto Deelnrnnl ond ils Aflilinle lo suhject
sholl be repnired by 1he Owiur Ihercof tvithin +n,cnly-five (75) dnys nllcr such Jamnge or nddilionnl land to the Decloration ahall not impose nny obligntlon upon Dcclorant or its
destrvclion or, where rcpnirs ennnot be eompleled within seventy•five (75) Jnys, they A(Tilimo to subjecl eny of sueh ndJitional IonJ to this Oeclnrntion or to lhe jurisdiction or
shnll be commenccd witliin sueh pcrioJ anJ slmll bc eomplded wilhin a tcasonnblc lime du Aasocialion. If airch adc131fonnl IanJ b nol subjeclcJ lo Ihis Dcclamtion, Ucclnronl's
thereallcr. Allernntively, lhe Owncr moy clccf to demolisli oll lmprovcmente on Ihe Lot or its nffilialo'e reserveJ r1gh1s ahall not impose nny obllgolion on Dcclnrnnl or its
nnd remavo nll dcbris therefrom wilhin scvenly-five (75) dnys ofler sucli dmmnge or ~ Affilintc lo imposc any eovennnb oiul realrlctfons similnr In Illose eonlnincJ hcrcin upon
deslruclion. In Ibe evenl of noncomplinnce wiQi Ihis provision, lhe Ilanrd af Ulrcclars • ' such nJdilionul IanJ nor shnU such riglNS In any manne►lhnfl or reslrict Iho use to which
slinll hqve nll enforcerocnt po%vcrs specilicd hcrein. , such oJditionnl Innd moy be put by Dcelnronl, hs Af('iliate, or any subscquent owner
~ Uurcof, ~vhelhcr such uses ara consfsiuit with Ilic covamnls onJ reslrictions tniposeJ
7.7 lllsilmnce DeclucJ,il~l~. Tlic Jcducliblc for ony cnsunlly insurnncc pnlicy ~ hcrcby or nol. • ~
cnrried hy tlu Associnlion shall, in tltc cvent ofJmnnge o►dcst►uclion, Uc nllocntcd ? •
nniong Ilie 1'crsons wlio nre tcsponsihle hcrcundcr, or cc n common expcnsc or ihc ! 9.2 Ihc nncxnllpp. Subjccl lo tlu eonsenl of Ihe owner(s) Ihcrcnf anJ the
Ascocialion. conscnt of 11sc Dcclnrrml, 07I1J An1II711C (SD IOllb 031I1G I)l'GIO►pttl OWIIY Olly pfOnl'tly riU
' Jcvclopmenl oocUor sale In Ihe Communi(y or hos Ihe right lo unilntcrolly nnnex
I oJditional propeAy lo Ihe Communily), upon the nRrmettvc vole or written conseni, or
S, ~~~~MNA ! ony combinotion thereof, of seventy-(lve percenl (75%) of lhe'(olnl Associution Vote, dic
~ Associntion may unnex renl propcrty lo lhe provisions of this ncclnralion und Ihc
filing far record a Supplemenlnry Declarntion
h, Ilic cvent or n Inking by uninenl Joinnin of iiny porlinn or Ilic Cnrnmm~ /lrcas jurisdiuion of lhe Associntion by ~
on which impmvcments liave been cautrocted, Iheo, unlcss within sixly (GQ) days n(lcr ~ dcccribins dic pmnerly beitig nnnexeJ. Any such Supplcencnlnry Dcelnrntion ahnU bc
guch tnking, nt least sevcnly-five percenl (75%) uf Ihe TMaI Association Vole s6nll : signcJ by Ilic 1 residenl or Ihe Assodnlion whose signature slmll be ollcsteJ Uy 1he
olhenvise ngrec, Ihe Association sholl restore or replnce sucli improvements so Inken on ' Secrdory or Ihe Associalion, ond nny such onnexelion shall be eflcctivt only upon Ilic
~ ic rcm~ining land incluJcJ in thc Common Arcas to Ibe exlent Innds nre availnble { filing for record of such Supplernentary Declamlion, unless a Inler cffcctive date is
Il
therefar. 1 he provisions of Section 7.5, nbove, npplicnble lo Common Arers ~ providcd lhcrein.
Rncn~tidi.CC/b )HigoNuJJl NrvrrnrrlLCCRr • ~xiKaTl~/Jl
8I401214961•1 AV20I1II0C 711119! /UOItIWL1.2 AV707LDOC 11IIFS
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vot. 17;, 2rAcE U J3 t; ; ~0~.1'7 5 2 rticF U'i 3"1 ARTICI,'s 10 ~ or mnke ony such rcqulremcnts Icss atringcnl, the lloarJ, ~~it~~ow nrr~v~r or I~c Owncn,
~tOI~ CI?f;f ItOVISIQNS • tray cousc an umenJmcnt lo lliis Articlc lo bc rceorJal lo rctleet such clmnges.
1'lie following provisions nrc for Ilu Ixne(it of Iiolders of firal Morlgngcq on Lols AI2TICLis 11
in Ihe Communily. "I he prov(sions of Iftis Articlc apply lo bolh this Declnrolion ond lo i 'rnsrp~rrrs .
thc Ilylows, nohvilhstnnding ony oUur provisions conlnined Iherein.
10.1 &1jiCi9j,AsliU+ 1. An instiluliennl holdcr, insarer, or guarnntor of n firsl ~ 11•1 EIISGluents for Us nnd rni ine_nt.
tifoNgnge, who provfdes n writteo requat to the Aasocintion (auch requesl to slele Ihe ! 11.1.1 Cvery Owner or a Lot almll have a rtgld nnJ ensemenl or fngresa -
nnme nriJ nJdrees or sueh holder, insurcr, or guornnlor end the Lol oumher, lhcrefore ' and egress, usc and cnJoyment In nnJ to Ihe Comuion Arcns which ahull be eppurtenanl to
becoming on "eligible holder"), will be entilled lo ihaely wriuen repart ne lo Ihe eunmt . nnd slmll pass wilh Ihc litle lo eocls Lot, aubJccl lo lho following provisions:
slnlus or saiJ Lot with respcel to tlu following:
10.1.1 Any conJcmnution lass or any ensunity loss whicli affccls e ' llu riglit of Ilie Association to clinrge rcnsonuble
fees for Ihe use of nny poAion of Ihe Common Arcns, lo limil the uwnber or
mneerinl portion or Ihe Communily or tvhich nPfate any Lot on which lLere is n firsl guesls oC l.ot Owners nnd tennnls who may use Ihe Common Arcos, mid to
Mortgnge held, insureJ, or gunranleed by sucli eligible liolder; proviJe ('or Ilie excluslve tise onJ enJoynunl of tpecilic porlions Ilicrcof nt certnin
10.1.2 Any delinquency ln 1he pnymrnt or assessments or clmrgcs owcd daignnleJ limn by an Owner. IJa fnmily, lennnts, gucsts, and Invitecs;
by an Owncr of a Lol subjcct to Ilu Morlgage of such eligible IsolJer. ; I 1,1,1,2 Ilie riglit or Ilic Associolion Io suspcnd ilu voling
10.2 No Prio1liC. Na provision of this Declarotian or Ilie T3ylnws glvice or shnll righls of nn Owner and Ilie righl of w► Owncr lo use ecrtain Coonuon nrcns fur
be conslnicJ as giving any Owner or olher pnrty priotily ovcr nny tights of the lirsl . nny pcrioJ during which nny nssessmenl agnlnsl such Owner's Lal remoins
R1orlgagec of miy Lot in the cnse of dislribWion lo sucli Owner of fnsurancc proceeAs or unpnid;
condemnntion nwnrJs for Iosscs Io or o InkDig or Ihe Common Arena. 11.1.1.3 Ihe righl orlhe Assoc(nlion 1o barrow moncy for Ihe
10.3 Liilse te Associntion. Upon rcquest, encl► Lol Owner aholl bc obllgoteJ ~ purpose or improving Ihe Common Arcas, or nny porlion thercor, or for
conslrvclion, repoiring or Improving any facllitiee locntcd or Io hc locnicd Ihereon,
lo fumisD to Ihe /lssocialion Ihe nnme anJ ndJreaa of Ihe holder ornny Mongnge ~ anJ lo give as securily for Ilrc poymcnl or any such lonn a Mortgoge conveying nll
encumbcting such Owner'a Lot. or qny porlion or Ihe Commnn Arcns; proviJcd, howcver. Ihc licn onJ
,~ypy~. As long ns lLe Dcclaronl hns the righl lo oppoinl nnd , encumbronce oCany sucli Mortgngc given by the Associolion shnll be suhjcci nnd
10.4 VA/I IUD /1l,
subor
fC1110VC IIIC (IIfCt10f3 Of IIIt ASSOCii1110~1 MlJ SO I006 OS IIIC ~1f0)eCI 13 fl(1(7fOVC(I ItY II1C U.S. , Jinate to nny tights, Intcresl~, optiom, cnsnnenls nnJ privileges hcrcin
bcpnrUncnl of I lousing anJ Urbnn Dcvclopmcnt ("I IUD") for insuring or Ilic U.S. , rescrvcJ or amblishcJ for Ihc txnefil or Deelnrnnl, or any Lot or Lot Owncr, or
pepnrlmenl of Velemns Affnirs ("VA") for gunrontccing any Mortgnge in Ilu Uic holder of any Mortgoge, irrcspcctivc of when execuicJ, givcn by Dcclornnl or
Communily Ihe following nclions shnll rcquirc Ilie prior npprovnl or Ihe VA aniVor I IUD ; nny Lot Owner encumbcring ony Lot or other pmpcrty IocnicJ within ihe
ns npplicnble; nnnexation of adJitionnl properly lo Ihe Commwiily, except fur annexntion Coinmunily; nnJ
by Ueelornnt In occordnnee willi Seclion 9.1 hereof; Jedicntion of Common ^rens to any i 11.1.1.4 Ihe riglH of Ilie /lssocialion to dedicale or trnnsfcr
public enlily; mergers and consolidalions; dissolulion of Ihe Association, nnJ motcrinl nll or any portion orlhe Common Arcos subjcel lo such conditions ns may be
nmcndment or Ihc neclornlion, Qyln~vs or Ahiclcs or Incorpornlion. ngrccd Io by the membcrs of Ihe Associnlion. No sueh dcJicntion or Irnnsfcr shnll
10.5 6pplisflb.ililY of AdiG1C1Q• Nolhin cmilnined in Ihis Arlicle hall be , be efl'eclive unless an instnuneni ngrecing lo such JeJication or lronsfcr has Ixen
conawcd lo reJuce Ihe perceninge vote thol musl othenvise be obtnined unJer the ~ npproveJ by Ihe af(irmadve vole of ot lenst seventy-five perceni (75%) of Ihc
Ucclnraiion, U}•In%vs, or Washinglon Inw Cor any or lhe ocls sct out in this Article. ! Total /lssociation Vote; provideJ, howcvcr, Ihat during lha Devclopmenl PerioJ,
Declnrant moy, on ils sole signnlure, Jedicnle or trnnsfcr porlion's uf Ihe Comroon
.r 10.6 Qllls[1SI1lls11tsbYjlm[S1• Sliould tlte f'ederal Notionnl Morlgoge ~ Arens, so long os sucli Iransfer or JcJicnlion does not materinlly nnd nJvcrscly
Associotion, Iltc I:cJcral I lmne Lonn Morlgnge Corpmrnlion, f IUD or VA subuqucnlly ; affect thc Associntion or ony Lol Owner.
dclde nny af Uicir rcspective rcquiremcnis wldch ncccssilatc thc provisions or Uhis,Articlc • Nh•tnltifkC C Rs ixrgc 74 aJ11
R1srnlrJ1.C C Ib /uegC 1J uJJT 11407911961•I AV2071 DOC 71II197
11401114?bIJ AVItl11.110C 7111173
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11.1.1.5 Ihe r(glil of Ilrc Associnlion to dcsignnle eerlnin CommunifY or anY olhcr tccorJed inslrumenl• eesement or conveYonce. Tlic eascnunt
i
Spxeini Dcnefil Common Areua for ilu exclusive benefil of certnin Spceinlly ~ end righl Ircrcin rescrved sliall (ncluJc the rigltt to eul, tcmove anJ plnnt lrces, slinibbcry,
Uenefiled Lots nnd lo exclude Ilu Ownen of olher Lo1s from thc use or such ` Ilowcn and other vegelolion nround sucb entry fealurea ond Ibc right lo graJc drc IonJ
Spccinl flenefil Common Aren~. ; . undcr and oround auch enlry kolurcs. .
11.1.2 Any Lot Owner mny delegatc such Owiicr's riglil or usc nnJ ~ 11.6 Ca115Llm1(Q1utuL$IIIC.L'ttln IrtAe mcnt. No1Wi11i3lnnJing any provisions
enjoymenl in anJ to Ihe Common Arens and facililies locnled Ihetcon lo Ihe manhero or • conlnined in Ihis f)eclnrnlioo, Ibe Dylawa, Antcles or Ineory+ornlion, ndes anJ rcgulnlions,
such Ownerb Camily ond lo sueh Owner's lenanls anJ guesls ond eholl be JcemcJ lo Imvc ~ Jesign guidclines, nnd nny amendmenls Iherelo, unlil Declnrnnt'e righl unilnlcrolly to
mnJe o delcgolion oColl such rights lo the Oaupants of sueh Owncr's Lol, if lensed. ~ subject propeny Io this Declamtlon os provlded tn Antcle 9 temiinntcs and ilurentler so
long ns Dcclnronl owns eny pmperly (n llie Cominunlly fbr Jevelopment nncUor snlc.
11.2 L'pssmcnts for 1114litLtg. Tliere te hereby reservecl lo Ihe bcclnrnnl, Ihe I Declnront reserva an easement across all Communlty properly for Ueclernnt nnJ nny
Assoeiotlon ond ony utilily provlJers dcaignoleJ by cither the Declnrnnl or Ihe ; builJcr or Jeveloper npprovecl by Dcclarnnt to mnimoln and corry on, upon such parlion
Associaiion binnket eoscmcnts upon, ncross, above nnd unJer all properly wilhin Ilu ~ or Ihe Communily es Dccleronl mny rensonnbly deem necessary, such fociliiics anJ
Cornmunily for occess, ingress, egresi, Insiellalion, repniring, teplncing, anJ ttininlaining ~ nctivities ns in Ilie sole opinian or neclnrant moy be required, convenicnl, or inciJenlnl lo
nll ulilitiee serving ihe Communily or any porlion Ihereof, Including, bul nol IimiteJ lo, ~ Declnronl's nnd such bullder'a or Jevelopcr's development, eonstruction, nnd snles
gns, wnler, sonitnry sc%%rr, tdcplionc nnd eleclricity. h sliall be exprcsyly pcrmissible for oclivilica rclntcd lo properly Jcscrik+cd on ExhibiLA nnd I;XIWt11J1 to dils Dcclnrnlion,
ihe ncclornnl. Ihe 1lssoeialion, or ihe dcsignce of eidter, as Ihe cncc may be, lo Inttnll, . includtng, but wilhout limilolion. lI1C flSlll OrlICCOl7, ingrcss nnJ cgress for vchicular ancl
rcpa{r, rcplnee, nnd malntnin or lo aWhoriu Ihe fnslnllnlion, rcpairing, rcplnciiig, ond pcdestrion traffic nnd eonslruction aelivities over, undcr, on or In Ihc Communily,
mnintaining or such wlres, emiduhs, cnbles enJ oiher equipment rclateJ lo Ihe provWing including, wilhout Hmllallon. nny LM; Uie rlght lo lie into any porlion or ihe Community
of nny sucb utilily or servite. 'fliie eoseroent shnll bo ulilis.cJ ao as lo not unrcosennbly ! wilh Jrivewoye, pnrkins arcns nnJ wulkwaya; the riglit lo lic iMO nutUor ollienviac
iuterferc wilh improvements construUcJ upon ony I,el nnd Ibe building cnvdopa for ony : eounecl ond use (withoul n tnp-on or nny olhcr fcc for ao doing), rcplncc, rcloeNc,
wiimprovcJ Lol. Shauld any pnrty furnishing any such ulilily or servlce requc51 a ~ ntnintnln nnd repnir nny dcvice whicli proviJes utilily or similor serviccs incluJing,
spccific lianse or easement by scparnlc recorJnble Jocumenl, lhe Uonrd slmU liove Ihc wilhout limitntion, electricnl,lclephone, nnlural gns, wakr, sewer ond Jminngc lines nnd
right lo granl such ensement. facililics conslnicled or inslnlled in, on, unJer ond/or over the Community; the righl to
cnrry on sales ond promotionol activlliea in the Communily; nnd Ihe right to construcl ond
11.3 I'-neemenl fnr Enip(. In oJJilion to Ilu riglil of Ilie I)onrd lo exercisc sclf- opcrole buslness offices, signs, eonslruclioo Irnilcrl, modcl resiJenccs, mid salcs oflices.
help ns provtJed in Seclion 12.2 Lercof, lhe Uonrd shnl) hnve Ilu righl, but shnll not bc ~ Ueclmmnt and any such bullder or developer mny use resldrnces, o(liccs, or othcr
ohligotcd, lo enler upon nny propcrty wilhin Ihe Communily fiir cnlergcney, securily, nnJ I builclings oAvned or Icnsed by Deelnrnnl or such bullJer or Jevelopcr ns madel rcsidcncr+ .
aufcty rcnsont, which rigld rnny bc exeiciscJ by pwliec olliccrs, Ilrc IigLtcrs, nmbulnnec mid snlcs ofliees. Rfghls excrclseJ putsunnt lo such reserved eosemcnt sltnll tu excrclscJ
pcrsmincl, onJ similur emcrgency pcrsonncl in Ihe pcrformnnce oI'thcir respcclivo dulics, ~ with n minlmum of inlcrfcrence lo Iha quiel enJoymenl of offcclcJ properly, teasonnbla
Isxecpl in an cmergaicy silunllon, enlry shall only bc Juring rensonable hours anJ nflcr i s1cps sholl be loken to prolccl such property, uaJ dnmage s6o11 be rcpoircJ by Ihc Pcrson
nolice lo Ihe Owner, ond the entering pnrly ahnll be responsible for any Jmmnge enuscd. , causing the domnge nt Ils aole expense. During the Development PerioJ, lhis Seclion
• • shnll nol be omcnded willioul Ihc Uceloranl'a exrrcss wrillen coiuent.
11.4 EmClliCtllIS2I~YS01t11inM1CS• beclnrnnl hercby expressly rcscrves n :
pcrpelunl eosement for Ihe bcnefil of Ihe Associotion ncross such portions or Ibe
Community, dclemiincJ in Ilu sole Jiscrelion or tlie Associalion, ns are nccessnry lo • ARTICLE 12
nllow for Ihe mninlenance requircd under Artide S. Such mainlennnce shnll be i GENrItAL 1'11OVISIONS
perfonned with o minimum of interfcrence to Ihe quiet enjoymeni of Owner's properly,
reatonoble sleps shall be Inken lo protcel such propetty, miJ Jnmngc shnll Ix rcpnireJ by ~ 12.1 CnforcemenL linch Owner and Occupnnl sholl comply slriclly wilh Ihc
Ilu I'erson cousing tlu Jamage al its sole expense. ~ Associntion's llylows, ndes end regulnlions, the use reslrictions, os Iliey may be Inwfully
• amcndcd or moJified from lime Io time, nnd with du covenonls, conditioris, ond
11.5 fnsemenLfnr finlrv fenl11IS9. Tlure is hereby reserved to Ilic Declmmitt ~ reslrictions sel forlh in this Declarulion nnd in the decd to sucli Owner's Lol, if nny.
nnJ itte Associaiion an easement for ingress, egress, installntion, construclion, I nfler notice nncl an opportunily to be hearJ by tlu flonrJ of Dircclors or by o
IinJacnping ond mnintcnnncc of entry fcnlures nnJ similer slreel-scnpcs for the ~ rcpresentntive dcsignaled by IBe Oonrd, nnd an accardance wilh rules nnd regulalions
Communily, ns morc fiilly dcscribcd on lhc rccorJcd subdivision plnls for Ihe t oJopted by Ihe DoorJ, Ihe AoarJ mny levy reosoimblc fines for violnlimis of Ihc abovc (in
y iAe l3 nIJJ lrbvnmlkC C 1tr pa~ge 26 ,J))
Rn a~n~nl4 C C Rf M I I ItlU U061•2 AV7011.00C 7111193
814018 119N.1 AV707f.DIX 7IIIA1 •
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YOI. 1 7 %J 2I'hf C U~.i ~i 0 j VOI. 'I 7 6 2PAGE 0 J4 l
ndJition to nny laic chorgcs thnt mny bc nssesscd in eonneclion with thc Inic pnyinmt of 12'4 mscasmenb or ollier Assncintian cliarges) {n nccordance willi o previously eslnbiielieJ i 12,4,1 T'liis Declarnllom mny be nmendeJ unllnlcrnlly al any timc anJ
scliedule aJopled by Ilu Uoard nnd Pornislud to Ilie Owiurs, which fines sliotl Ix from time to Iime by Declaronl (i) if auel~ amenJmcnl i~ neccasnry to bring nny provi~ton
collecteJ os provldeJ herein for Ihe colleetion of nssessmenis. railure lo comply ~villi ~ licreo('Into eomplinnce with nny npplicoble governmenlnl statule, ntle, or regulnlion or
ihls Ueelarntlon, die Uyinws or ihe rules nnJ regulNians shnll be grounJs for nn ncllan to i Judicial delemiinalion which ahall be in eonl11c11herewiiL; (ii) if auch omcndmenl Is
recover sumf Jue for dmmnges or Injuneilve rellef, or bolh, malntnlnable by Uie ponrd of i oeceesary to ennblo any tiUe Insuranco compnny to Iseue Illk Insuronce coveroge with
Uirecton, on bcliolf of Ihe Associnllon, or, in e proper cnse, by nn nsgrleveJ Owner. rcspcet to Ihe Lots aubject to Ihla Declnrelton; (Ui) If such nmendment is required by on
• fnilurc by the nesociolion or ony Owner to enforee miy of 1he forcgohig shnll bn no event ~ Instilutional or govcmmentol Icnder or purelwaer of mortgoge loons, ineluding, for '
be Jeemed ewaiver of Ilrc rigln to do ao llurcnfler. Tlro Doard slinll have Ilic rlglll to ` exnmple, tlic PcJerol Nelional Mongngc Associolion or Pcderal I lome Lonn Mohgnge
record a noiice of vfololion of U,e Decloralion, Uylnws, rulea anJ rcgulatione, or deslgn (;orpornlion, lo cnable such Irnder or purchneer to mnke or purchase Mortboge lonns on
guidelines anJ 1o nsscs~ Ihe cosl o~reco~Jing nnd removing auch notlce ngainst Ihe f iha Lols aubject to this Declnration; or (iv) If sueh amendment is necessory to enablo any
O~vner ~vl~o t~ responslble (or whose Oceupants aro responsible) for vtolnling ~hc ~ govemmenlal ogency or ptlvote (nsurance company to insure or guarontcc Morlgnsc
forc6oing. (onns on tho Lo1s subject to thia Declnrollon; proviJcJ, however, nny sudi nmendmcnl
12,2 Self-IIeIR. In nddilion 1o nny ollicr rcmcJics provided for liercin, tlw • nhnll not odvcrsely nffect tlie Ulle to nny Owncr's Lol unless any sucli i.ol Owncr sliull
conscnl
Assoclotlon or i1s duly oulhorized ngent shnll bnve the power to cnter upon nny Lol or ony Iherclo in wriling. rurlhcr, so laig ns Ucclarnnt owns uny propcAy for
~ Jcveloprocnt ond/or sale in the Communlty or hns Ihe riglil unilalernlly io subjccl
ndilion
olher porlion of Ilie Communily to nbate or remove, nny slructure, Ihing or co
wliieli violntef tliis bcelarntion, (IIG Uylp\V9, or Ilie Assoeiation's ndes anJ regiilalions. odJitionnl properly to llils Dcclnrnlion ns proviJcJ in Ahicle 9 hcreof, Declnronl niny
Unless nn emergaicy ailunlion exisls; llie IlonrJ sliall glve Il~e violnling Owner 1en (10) unilnterully amenJ tliis Deelarolion for any othcr purpose; proviJcJ, lio~~•evcr, nny sucli
deys' wrillen nc+ticc af i1~ inlenl to exertlsc self-hclp. NotwilhelnnJing Ihc foregoin6, amcnJmenl shnll nol malerially odveuely a(Tecl lhe subslantive righls of any Lol O~vners
vchicle~ mny Ae IowcJ allcr rensonoble nollte. nu ars~ir-i~~ir, incluJing, wilhoul . hcrcutiJer, nor sholl Il nJversely n(Tecl tillc to nny LoI tvilhout lhc conscnl of Ihc nllcclcd
limilnlion, teasonnble auomeys' fces nclually incurreJ, shnll be assesscd ngninst Ihe ' Lol O~vncr.
violniing Owner onJ sholl bc collectcJ os proviJed for Iicrein for Uie collection of • 12,4.2 This DeelnroUon mey also be nmendeJ upon Ihe offirmaiive vote or
assessmcnts. . wriuen consenl, or eny eoinbinotlon thcrcof, of Ihe Owners of ol lenst scvcnlyfive
12.3 D1l[IIU4i]• Tliis Deelnrnllon shnll nin wilh anJ hind Ihe CnnununHy, nnJ ~ pcrcenl (75%) of Ihe 7binl Associntion Vole nnJ Ihe consenl of Dcclnrant (so lons ns Ihe
shnll inure to tlie benelit of nod shnll bc cnforcenble by Ilte nssocintion or nny Owncr, ~ Dcclarnnl own9 any propeNy for Jcvelopmcnl anJ/or snle fn ihe Communily or hns ihe
Ihcir tcspcellvc Icgal rcpresentntivcs, heirs, succcsson, miJ nssigns, pcrpclunlly to Ihc ~ right to unilnternlly onncx ndJitional propcrly l01he Community). AtncnJmcnis to Ihis
cxlent provided hy Inw; providcJ, however, ao long ns nnJ to thc cxtenl Ihnt Wnshinglon i Dcclnmtion sliall become cffeclive upon tecordation, umlcss n loter efTcctivc dutc is
spcel
la~v limils ihc perioJ Juring which covcnnnls reslrieling IonJ to cerlnin uscs mny nin, any ficd Ihcrcin.
ptovisiom al Ihis Ueclnrnlion nlleclcel 16creby shnll nm ivilh mid biuJ Ihe Innd so long os 12.5 L'ud111o11. T1u Common Arens shnll remnin wiJiviJed, nnd nn Owucr nor
pcrnwiucJ by such Inw, aRcr wliich limc, nny such provision slmll Ix (o) nulomnlicnlly ony ollter 1'crson shnll bring nny action for pnrtilion or divisinn of Uu wholc or nny pnrl
cxlcircled (lo tlic exlent nlloweJ by opplienble Inw) for successivc periocla of len (10) ' Ilicrcof witliout llie writlen eonsenl of nll Owncrs of nll portions af tlic propcrly IocnleJ
ycars, unlcss nwrincn instnimenl rc(lccling disnpprovnl signcJ by ihc Ihcn Owncra of id : wiUiin Ihe Community ond without thc wriuen consent af oll holJers af nll tiluiignges
Icnsl Iwo•IDirJs (2/3) of lhe Lols nad Ihe Declnrnnl (so Imig ns the Ucdmmiil owns miy encumbcring nny portion of Ihe ptoperty, incluJing, bul nol necesmrily IimlteJ lo, Illc
propxrty for dcvelopmcnt onJ/or snle in lIw Community or lins Ihe right to unilalerally ~ Lots IocnteJ wilhin the Communily.
atmcx oJJiiional propaly lo Ihe Commimity) hns becn rccorJcJ wilhin the yenr • .
inmieJinlely preceding Ihe Ixginning of o len (10) yenr rcncwal pcrioJ ngrecing to chnnge 12.6 Qender nnd Grp1llII14(. llu singulnr, whcrever used hcrein, sholl bc
sucb provisions, in whole or in pnrt, or to tenninale Ilw snme, in which cnse lhis i conslrueJ to menn Ihe plural, when oppliceble, und Ihe use of Ihe mosculinc pronoun shall
Dcelirolion shall be moJified or temiinnted to Ihe exlenl specified thcrein; or (b) ! incluJe Ihc neuler and feminine.
cxienJcJ ns o1henvise proviJed by Inw. Cvery purchnser or grnniee of nny intcresl j .
(incWing, wilhout limilolion, o secarity inleresl) In nny rcal propeAy subjccl lo Ihis ~ 12.7 SCytrn6ilify. Whenevcr possible; ench provision of this Ueclarn(ion shull
I)eclaralion, by ncceplunce of o deed or olher conveyonce lherel'or, lhereby agreea Ihnt be intetpreted in such mnnner es to be effcetive nnd volid, but if ihe application of any
such provisions o( lhis Deelnrnliom miy be exlcnJcd ond rencweJ as provideJ in Ihis ~ provision of lhis Dcclarolion to any pcrson or to nny properly sholl be prohibitcJ or lield
Scclron.
- nryrrindf.CC R, iHiKe 28./»
NivenitiJ4 C C Rf pigt 27 af Jl INOIt 14484-1 AV1011.OOC 7/l1/9!
1I40II147".2 AV703I.00C 11IIN5
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YOI. 1.752PA034I
InvnliJ, qucli rohibiiion or inval1Ji1 shnll not nffect on otlicr rovision or Ihe ~Z•~Z ~L1M~1¢1.BsY1t1Y• A~ ~ensl annually, lhe DoorJ or birecton shnll
p Y Y P prepnrc, or cause lo be prcpnrcd, n finnnclnl slnlement of Ilie Associolion. If thc annunl
orplicnilon or any provision wlilch cmi be g(ven eIT'eel wllhoul Ilu Invelld proalsion or nssessrocnts or Ilie Assoclntlon equal or exceed filly Iliousmid dollnrs,llie flnoncial
applicnllon, nnJ, to thie end, the provislons ohhls Dcclarnlion nre declnred lo be alnlcments sImll be nudiled nt Icast nnnuolly by an InJependenl tetlilleJ publfc aecountnnl
severoUle. ~ unlae Ihe aidi1 rcqulrcment Is wafvad fbr b parllculer ycnr by Ihe oliinnnUve votc or
! sfx1y-seven percent (67%) of Ihe votw cnsl by Owners, wliNher 6i penon or by proxy, al
12.8 Cna1=. '17u caplione of ench nrllelc mnJ Seclion hereof, ne lo Iho
tonlcnls or cnc6 Article and SCtllon, ore InscrleJ only for convenlcnee onJ nre In no wny i n mecling of the Associntlon nl whiclf a quonim Is prcaenl. Upnn wrillcn rcquexl of any
~ InstUuiionnl holJer of n first Mongnge and upon payinenl of nll nccessary cosls, such
to be eonstnicJ ns Jefining, IimUing, exlending, or othcrwise modifying or odJing lo lhe l
p holJer aball be cnllUed lo recelve n eopy of nudiled financial slatcments wllhin nincly
nrticulnr Atlicle or Seclion lo wliicli Iluy refer. ,
(90) days or tlte dole or the requcsl.
12.9 I'CtRcIIIItIc3• if nny of tLc eovennnlt, eonclillnnq, rcclrlclimio, or oihcr
~ pmvi3lons e~f dl{s UeclnrnUml slmll be unlawful, vaid, or volJnl+le fur violntion of Ihc ►ule . 12.1) I9u~L4.nI.Sn~Gl.COSCIICACtlll~3~11a0. M Ihe evcnl nn U~vucr scll~ c~r lenacv
nsnin,t p«petoitic., lhen such provisions shnll conlinue only undl hventyone (21) ycors auch Owner's Lo1, lhe Owner shall glve lo Ibe Associa0on, In writfng, prior lo Ihe
n(ler Ihe dealh of Ihe losl eurvivar of the now-living descendnnle of 16e inJlviJunla ~ eflcclive date or such anle or lease, the name of Ihe purchnser or Icssee or ihe Lot nnJ
aigning Ihie Ueclorolion. euch olher lafortnndon ns lhe Uoord mny reosonnbly requlra. Upon aequtsGlon of a 1.01
cacls ncw Owner shnll give ihe Aasocladon, in wrillns, lhc nnme nnJ niniling nJdre.at of
12.10 L1sltlllulCtCfllIfl11. 'I'o 1he fullesl exlenl nllnwcJ by epplicnblc 1Va-ihhlgton . Ihc Owncr nnd auch olher infonnrtllon es Ilic UonrJ moy tensonnbly teytdre.
law, llu Associalion shall inJemnify every offiecr end direclor ngnlnst nny nnd nll '
, cxpenses, incluJing, williout limitnlion, ollomeys' kca, (mposeJ upon or rensonebly 12.14 AQjJ'emenle, SUt)Ject lo Iht pttor epproval or Dcclaronl (so long an
ineuRCd by ony oflicer or Jireclor (n eonneetlon willi uny aclion, suil, or otlier proceeding Declorant owne any properly for devclopment ond/or anle In Ilrc Communlly or lioe the
riglil lo unilotemlly annex nddiltosial property to•lhe Communily) nll agrcemenla anJ
(ineluding seltlement or ony suil or proceeJing, (f epproved by Ihe tlun UoerJ of I detcrtninnlions, incluJing selllen►ent agreemenls regnrdina liligalion involving 11ie
Direetors) lo ~vhicli such ofticer or director mny Me o parly by reeson of being or I~nvtng ~ Associnlion, Inwfully oullioriud by Ihe Ilonrd of Dirccton sholl bc binding upan nll
becn an oRicer or director. The officers and direclora slinll not be liablc for any mistnke •
of juJgmeni, negligent or othcnvisc, cxccpt for Iluir ovai fndividun) willful mlafensnnce, ' Owncrs, lluir lie(rs, lcgo) reptescnlnliva, successon, nssigns, and otliers Imving on
malfensnnce, misconducl, or bod foitli. The officers ond d(reclors sholl hove no personol ~ Inleresl in Ihe Communily or lhe prlvikge of possesston and enjoyment of any pnrt or Ihe
linbilily with respecl Io ony contract or olher commilmenl mnde by lhem, in good fo(th, ~ Communily. -
on belmlf of tlm Associntion (excepl lo llu exlenl Ilint sucli officen or directors mny olso , ~2,~5 jII1(]IjCtL.B1r11L9. Tlu Associalion tnny exercise nny riglit or privilcge givcu
be membets or Iht Associalion), nnJ Ilie /~ssociallon slinll lndcmnify nnd forever ItoIJ ~ (o i1 expressly by Il~i~ Dcclaratton, llu pylnws, lhe /~rlicles or Incory~ornlian, any use
cach sueh otiicer nnd dircclor free nnel hormlese ogninst nny nnd oll IinUilily Io ollun on ~ rcclrlelion or nile, nnJ every olhcr rlghl or pr(vllege rcnsoaably lo bc implieJ Gam Ihc
nccounl of ony such conlrncl or cornrnilmcnl. Any right l0 lndcmnificnlinn pmvlJcJ fnr ; cxislence or nny rlght or privllcuc glvcn lo Il lhercin or rensnunbly nececcnry lo cffrcluate
6ercin xl~all nol bc exclu~ivc of nny o~hcr ri6b1~ lo which miy olTicer or dircetnr, or forn~cr ' miy such righl or prlvilcge. ~
olficcr or Jireclor, mny Ix en1i11cJ. Thc Associaliom mny, al the Jiscrclion of Ihc IlonrJ, E
mainlnin aJcquale genernl linbilily and ofTicers' ond dircctors' linbilily insuruncc lo fwld 12.16 Vnrinn a. NolwitlistanJing anylhing to Ilie conlrnry conluineJ Iicrcin, tlie '
tliis oblignlion, if eucli covernge is reosonnbly avnilnblc. flonrd or Oireclon or (ts designee slinll be authoriud lo grnnt individunl vnrlonces from
ony or Ilic provtsione of Iliie Deelarnlion,lhe Dyln~ve ond any rulc, rcgulnlion or use
12.1 I I~ooks ns ecords. Tlil~ Deelarnlion, the Dylaws, copies of rulea anJ use ' reslrlction eslablished pursunnl lhercto if it dcicnnlnea that waiver of applienlion or
reslriciions, membership regisler, books of account, nnd minutce of ineetings of the i enforcement of the provislon in n pnrticulnr ease would nol bc (nconsistent wilh [he .
membcrs of Uu Donrd anJ of commiuees shall lx madc ovailnbk pursuont ta rcnsonnble ' overnll scheme of development for Ilte Community.
procedures eslnblisheJ by Ihe Doard for inspcction nnd copying by nny number or lhc ~
Associolion or hy Ihc July appoinled reprcsenlntive or nny metnber nnd by holdcrs, j 12.17 L,LIiCnIiQD. No juJicial or adniinislrotive proceeding shnll bc commcnad
insurers, or guarmitoro of nny first Mortgage al ony rensonable lime nnd for n purpose ~ or prosccuicJ by ilie ilssociation unless opproved by nt Icas1 sovenry-five pcrcent (75%)
reasonnbly rcloled to such f'erson's interest ns a mcmbcr or IiolJer, insurcr, or gtiarnnlor j of Ilu Total Association Vote. Tliis Scction slinll nol opply, hotvever, lo (i) attioiks
of a irst Mohgoge ot Qte oflice oClhc Associntion or al such olher rensonable plnce ns the I broushl by the Association lo enrorce Ihe provisions or this Decloralion (including,
Tlonrd sliall prescribe. without limitaliory Uie foreclosure of liais), (ii) Ilie imposilion ond collcclian of
I
Rimnm/k.C C Ib IWrge J(1 VfJl
-Nn•rrunll.C C Hr paga 29 nJll 1IID)1 N961d AV70)I.UOC T/IIAf
814072 141M.1 AVIOII.UOC 711 IAf
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i YOI. 1752PAGEUJ45
assessmenls os proviJed in nrticlc 4 licreof, (iii) rroccedings involving clmllenges to nJ ` gcncral paAncrsltip, the Genernl Parlner of $TANTON -SPOKANL• Lllvtl7'GD
valorem taxolion, or (iv) eountercleims brought by Ihe Aasocintioa fn procccdings ~ I'ARITIERSI IIP, a Washinglon (imited parlnershlp, Uie IimiteJ pnnncrship Ihnt exccuted
inslitutcd agninsl it. '17iie Seclion sha11 not be anenJed unless such aniendment ts mnde , 1he foregoing tnstrument, ond oeknowlcJged aueh Inslnimenl to be lhe free and volunlory
by Uie peclarant pursuont l0 5ection 12.4, hereof, or 13 opprovcd by ihe pcrceninge voies, nc1 and Jeed ofsuch limited pnrlnusLip, for Ihe uses nnd purposa therein mentimuJ, nnd
nnd punuanl to Ihe sanc proccJuta, nccessary to inslilute procecJings as prov(dcJ on onlls atotcd Ihnl lhcy wcre July authorizcd to exeeule such hulrumcnl.
abovc. . OlVCN UNDGR MY IIAND AND OI'FICIAL SGAL ihis .Zyn"Jny af
GX[CU?CD lhc dny miJ yenr first nbove %vritlen. ~1995•
f]_r•ci_AILAN'f: j. n
~ ~ ~n•:..• I'~ImeJNau~e ~1~~eX_ i1`D~G.e'
STANTON - SPOFUNG I.IMI'1'CD 1All'INfItSI 1111, NOTAItY 1`U t1 xnw■" for Ilsa Slate of Wasltingion,
a Wnshinglon fimilyd parlnership , • ~ • rcsidingat
f_.. ~'tiL• . j~ MyCommlsil
Uz rei_ G-i~-9r
dy: Stnnlon Developmrnt CompnnY. . ~ `s -
a Wnsliinglon general porlncrsliip ; ~ ~ ~
ha i7eneml Parlner ` ' t
tly: f loustcy Ucvclopmenl Caryiornlion,
~ q Woahinglon corpwrnlion .
, lu Oenernl Parlner .
Ily 7 '
. I~s ~(►:L S :_e~l.h.f -
t3y: nenn fluilding Corpornlion, ;
n \Vneldnglon eorporniion ~
hs Qenerot Partncr ~
i
liy V Le"`v`'V l 1.9^~`~' ' v'~~• ~ ' ~
hs ( /
STATG Uf WASI IINUTON
COUN7Y OP ,,~,,.r. ' •
On this Jiy personolly nppcareJ bcfore mc Ad,,p,& &,QKsr,,w . lo ine 1
knpwn to !x Ibt _fditLpr,.rr of I loutley Uevclopmenl Corpornlion, n ~
Wpshinglon torporntion, anJ /AY~ere.~r ~(~_p~ee, • , to mc known to bc Ihe
_✓ccf- PRF3~a~r of Dcnn IfuilJing Corporntion, n Woahinglon ~
rnrpornlion, 1lie Cencral Piirlncrs of Slnnlon Developmcnl Company, n Wnshington ,
Rnrr"vdA C C !fa /r~gt Jl af Jl
Rmer~~nl1.CCRi pagtlf rf J? 1140I914964d AVI011.00C 7111195
81401I N9I.f.I AVIOJLbAC 111IRS
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YOI, 17.~i20 :iil G 1.75 ZPhm U..i4 7
. ~ .
89°56'5 I" Cnst 215.00 feN lo aInch rebar wllh plnstic cnp; lhence Soudt
EXl l I I3aA ' 42°292 t" Gasl 69.99 feN to aVa Indt rebar wilh pinslic cnp; Ilfence Soulh
5905758" Gnst 182.52 feel to a% Ineh rcbar wltli plostic cnp; tlicnee Nordi
70000'02• r:asc 25.00 reei to o~i~ ti,ci, rcbnr with ptostic cnp; Ihenec Nonls
LfCAL bI?SCRIMION Of PIlUPI'sItTY 59°59'58" Wcst 102.02 reec to a u lnch rcbor wilh plostic cop;lhcnee
SU(iRt17TEQ 7'O'ffitS UF.CLAIlATIUN i Nortlt 26049'17" Weat 53.52 feel Io a'/i (ncli rcUar tvtlli plaslic eop; thence
Nor11i 49006'28" r.nst 185.43 fecl la o'/, Ineli rebnr wilh plastic eap; llunce
n ponion of Ihe Soulh half of Ihe Soulhwest qunrler ol'Seclion 8, ~ along Uie ncc of a 600.00 Cooc mdius, non•lungenl curve wh{ch Is cauave
Township 25 Narth, Range 45 [os1, W.M., more particulerly describcd aa Norlhensterly nn nrc distonce of 40.16 fect through a cenirul nngle o[
follo.vr j 03°50'06" and whose chorJ beon Norlh 38°58'29" Weet 40.I5 fcet te o
inch rcbar wilh piestlc tap; thence depnAing 1lie prevlously deserlbed
COMMCNCINO at Ihe Somhwcs~ comer ofsnfJ Scetion S; Ihcnce North curvo along e non•tangent linc Nonh 52°5634" Cnst 150.00 feet to a!/i
00°35'O3" West 877.95 feet nlong Ilu Wesl line of snid seclian; lluncc ~ inch rebat with pluslic cnp; llience Norlh 27°41'5 I" Wesl 145.73 ket lo 0
Nortli 89°24'57" l:ast )O,OD fcet to the Cast Itight of Wey line of Uorker . '/i ineh rebar wi(h plaslic enp; tlierrce Nonli 22°41'20" Wesi 149.191'ec1 lo
Road morkcd by a ti(nch rebar %vllh plnslie enp, !he Inu pofnl of • oV, inch rcbar with piositc cnp; llunee Nor1h 29°59'58° West.290.98 fccl
beghming of Ihe land herc(na(lcr dcscribeJ; lhence conlinuing Norlh lo n'/~ inch rebnr with plaslic cnp; thence Souih 60°00'02" Wesl 508.04
89°24'57" Cnst 15.00 fcet to e% inch rebnr witli o pinslic cnp; tlienee olong fcet (o n!/ inch rebnr wiili plastia cap; thertee olong Ihc arc of a 672.00
Ilie nrc of o 20.00 foal rodius, tton-Inngent turve wliicli is cpncnve ~ foot rodius curve which is eoncnve Nortltwcslerly mi orc distonce of •
Soullunsletly nn orc Jislance of 7.14 feel tlvough q ccnlrnl ongle of 235.73 througlt o central angle of 20°OS'S5" and wliose cliord Ixnrs Soulli
20°27'23" anJ whose ehorJ benrs Nortli 09°38'79° Easl 7.10 feet to a'/. 70°46'56" Wes( to a'h inch rebnr willi plasiic cnp; Uietrce Jepnning Ilu
inch rebet wilh plastic cep; tltenee departing llve previously dcscriFxd ; prevlously desctibed curve olong a non-longcnt line Soull► 00°J4'OS" Gosl .
curve elong a nomtangcnt line North 89°23'06" [os1245.23 fcet Io a'h 16.91 feet to u.S Inch rebor wilh ptnsiic cop; lltence SouAs 69°23'06" Wesl
inch rebnr %vith plastic cap; lhence nlong Ihe nrc of o 758.00 fool rnJius 369.86 feel to n point on Ihe Cast rigLf of way line of llarker Rond which
eurve which is eancave Northwesterly nn arc distance of 109.27 feet ~ is marked by n'/~ Inch rebnr with plastlc eop; thence nlong snid right of
Iltrough a eentrnl ongle of 08°I S'JA" lo n%, incli rebnr willi plasllc cop; wny line Soutli 00°35'OJ" Gast 84.98 fcel lo tlu true pofnl of beginning;
Uienco depahing Ihe previously JescribeJ curve nlong n nmi-Inngent linc South 29°SG'ZG" Gusl 215.90 feet to n'/, inch rebnr wilh plnstic cap; Ihence i Situale In lhe County of Spoknne. Stale of WoslJnglon.
Sowh 00°OQ'04" \Veel, 686.47 fecl lo n poiul on Ihc Nnrl6etly ri61it of wny ~
line of Misslon Avenue wliiclt Is mnrkeJ by n'/~ Incli reMar widi plastic '
cnp; Ihcnee olong satJ righl of way Soudt 97°56'50" I_nsl, 173.60 (eet lo a ~
'h inch reUat willi plostic cop; Ilunte deporling snid rlglit of %vny Notth ~ -
00°03'10" fiasl 10.00 feel lo a'/i ineh rcbnr willi plastic enp; lheuec nlong
Ihe orc of n 20.00 fool mJius non•Inngent etirve wltfcle le coacnve Nartlienslerly an arc Jistance of 11.40 fecl llirougli n central nngle of 89°56'52" and whose chord bean Norlh 44°58'24" West 28.27 fcel lo a'h , , •
incli rcbnr with plostic cnp; thence Nortlt 00°OQ'02" Eaat 95.00 feel la a;
inch rebur willi plastic cnp; Iluace nlong 11u nrc of nn 20.00 foot rodius ~ •
curve which is concqve Soulhcaslerly nn are dislnnce of 31.4) ket through ~
a ccnlrol ansle of 90°OJ'O8" lo n'/, incli rcbar tvifli plnslic cop; thcncc i
dcpnrlLig the previously describcd curve alons n non-tnngenl line Nonh ~
00°02'29" Wes150.00 feel lo n'/~ incA rebar wilh plnstic cnp; lhence South ,
= 89°56'3 1" Casl 50.02 to a'/~ inch rebnr wilh plnslic cep ; Ihence Nortli
' 00°00'02" East 195.00 fed lo a%, inch rcbnr ivilh plastic cop; tlunce Soulh
89°56'5 I" Cast 30.00 Cccl lo o% inch rebnr willi plostic cnp; tlience Nanh , 00°00'02" f:nst 180.42 feel lo n Y~ incli rcbar witli ploslie cnp; thence Soulli
Rlcn" olEC C!ti . ' EtJuAir A - / • RtvennJA.C C!fJ f:th1hU A-1
n+m1i4vcai evM71.uoC Muof iuon 14964.2 Av:03I.00C tnuvf .
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Y~ N/~p.Jx I 1'
V .g . • 1~~. I.r(
1
CAST LiNG OF DARKGR ROAD; TI IGNCr CONTINUINO SOU1'l l
I:?CIIIBIT 13 • 87'57'1 I" L7AST, A DISI'ANCL Of ]70.00 fGGT; TI IfiNCli NOltl'I I
( 00°00'49" GA3T, A DIS7'ANCII OF 650.001'LiG7; TI ICtJCC N012171
~ 84•59'1 I" WIiST, /1 UIS7nNCti Of 370.00 fCL'T EAST LING OF
ADI)ITI ONAL I'ItOPCItTY WI I ICII NIAV i1R, SUI1MITi[:1) i DAItKfiR ROAD; TIlCNCC SOU'1'l l 00'00'49" WCST, ALONO TI tG
TO TIIIS UCC[.AItATtON ilY UCCLAItAtVT i rAST LINE OF SAtD tTARKCR ROAb, A I)IS'PANCG OF 650.00
~ I'Cli'1' TO 7'l ICs POIN'f Op BGOINNINQ;
rnRCrt. L
(c) DGOINNINO AT A POINT ON TI IC WCST LINC 0F SAID
Tllf FOI.LOWINa RGAL TROPfRTY, LIi3S 71IAT !'ROPCRTY QOVIiRNMGN'P LOT 5.1.909 FGLrT NORTII OF TI IG SOUI'l IWGS'1'
DrSCRIDGU ON 711B FOR(?OOINO IiXlilRil' A, MAY D[311NNf3XliU'I'0 ItIVQit • COhNGtt Of SAIp SCC1'ION 8;'1'IIQNCQ QAST 70 FGLiTTO TltU
WnLK UY TI IG DCCLAILAN'f PURSUANT TO AR'lICLC 9 OF 'fI11S ' TRU& POINT OF DQOINNINO; Tl ICNC13 EAST 200 rCGT; TI IGNCfi
DCCLA(tnl'iON: ~ SOUfIi I'ARALLCL WiTl,l TIIC 1VIiST LING Of SAIU LOT 5,200
PrGT; TI ICNCC WCST 200 CI:GT TO A POINT 30 fCf; EAST OF
1 I IG WEST I IALFOf TI Il's SOUTIIWGST QUARTGR ANU TIIG TIIE 1VCST UNG OF SAIp LOT 5; TII(iNCt? NOR'TI! PI1fL1LLT:l.
1VC5T ! IALf OF TI IG SOU711CAST QUnR'f CIt 0(''1'I Ifi ' WITI1 SAID Wf:ST LINIi AND 30 fGGT GAST 1'IIGRli0F200 FIifT
SOUTII WCST QUnR1'GR ANI) OOVfiItNMIiN'1' LO7'S S ANI) 6 0F ~ 7'O Ti lfi 7'RUG POIN'f O~ DHQINNINU;
SGCTIUN S. TOWNSI IIP 25 NOR7'11, ItANGG 45 EnST, W.M.: '
GXCI:PT COUNTY ROADS ON TI IC WCST 30 I'CGT AND SOU1 1120 ' (D) A hORTiON OF SOUTII WC.ST QUARTGR OF SGCTION 8,
TOWNSIIIP 25 NORTIt, RANOG 45 CAST'OFTttG WIt,LAMIi t'Pli
FEEr; MGRIDIAN, DCSCR1llL•D AS fOLLOW3:
ANU GXCCPT TI IG FOLI.OWINO 4 TRACTS: ~ COMMGNCiNQ AT THG WCST ONC-QUARTCR CORNEI2 O('
SGCTION 8, TO\VNSI IIP 25 NOR7'll, RANOG 45 fiAS'1'; TI I[:NCG
(A) TI IAT POR710N Of GOVCRNMGNT I.OTS 5 AND G LYINO ~ SOU71 I 00035'03" GAST, ON 1'I IG WCST LINC OFTI IC SOUTI I WCS7'
NURTI IGRLY 01~ 7'i IG FOLLOWINO DGSCILIUGD LINii: QUAR'CGR OF SAID SGCTIOIJ S. n DISTANC6 OF 450.00 H[i7';
t3fiOINNINO AT n POINT ON Ti lIi Wr.S'C LING 0t' SAID • TFIGNCG PCRPCNDICULAR TO SAID WCST LINr NORTI I 89'24'S7"
GUVL;RNMfN I' LO'I' 5,450 I~ CG7' SOU'Ci i OI' •rr ir: wesr QunnTr:n ~ Ensr n DisrnNCe or• 30.00 r•r:Lrr 1•0 71ir: r:nsr ieivi ir-or-Wnv
CORNCR OF Sn1U SGCI'ION 8; TI IfiNCf: CAST AT RIOI I'1' ANOI.RS LtiJG OF DARKER ROAD tl lti TItU6 I'OlIJT OF nGOlNNlNO; Snll)
WI'!'I I 1'I Ifs W ESl' LINIi Of 5A10 Sf?C'I'ION, 330 fC~'f;1'l iCNCI; POIN'C AL..SO DGINQ TI lI: SOU7'i I LIN[3 O~ TI IAT CCItTAIN
NUR'fll 81•I6' CA3T, 990.5 flsG"1'; TIIf:NCf: NURTf! 61°49' (;A57, ' 1'AItCf:L OI' LAND AS CONVCYLD TO WASIIIN01'ON S'1'ATL
685.8 rC(iT; TI II'sN(:G NORTI I SS'SZ' IiAST, 762.2 rl'sCT MORI: OIt 1'ARKS AND RECRL~/~TION COMMIS510N DY S'TATUTORY
I.I:SS l'O A I'OIN'f ON TI I[s GnST I.ING OI' SAIU GUVI;ttNMIiN'f ' WnRR/11`~TY DGCD RGCORDGD AUOUST 23, 1988 UNDGR
LOT 6, SAII) POINT fil:iNO 425.3 PGET NOIiTlI OF Tl lli CGN7'lilt NUDITOR'S ~ILC NO. 8808250252, TI IGNCG ALONQ SAID SOUTI I
OI' SnIU S13C1'ION 8; ~ i,INE NORT1189°24'S7" EAST A DlSTANCG OF 300.00 FGG7;
TIiCNCE CONIINUINO AI,UNG SAID SOU'TII L1N(i NOIt7yI
~
(13) l'l (AT PORTION OF TIIC SOUTI! WGST QUARTGR OF SGCTION 80°40'S7" GAST A DISTANCC OF 434.35 FCG'f; TI IGNCIi I.CAVINp
•
8, TOWNSIIIP 25 NORTiI, MNOC 45 GAST, W.M., DCSCIiIUfiD AS ~ SAiD SOUTII LINC,'SOUT}f 66°24'57" WCST, A DISTANCG OF
.
FOI.LOWS: ' 349.24 fCGT; T(IGNCE SOUTI134°2A'S7" WC•ST, A DISTnNCG 0F
; 190.00 FGGT; TIiCNCG NORTI I 85°35'03" WGST, A DISTANCL OF
; COMMGNCING AT TIIG SOUTIIWGST CORNGR OF SAID SCC1lON 300.00 fCGTTO T(IG G57 RICiHT-OF-WAY UNC OF 13Ai2KGR
8; Tl lf•.NCG NOltl'l l 00"00'49" F.AS'I', ALONG'I'I Ifi \VGS'I' LtNti OF . ROAD; 7'l IGNCG NORTI100°15'Ol" WGST ALONO SAID RIQI I'f-Or-
g SAIU SECTION 8, A DIS'1'ANCC Or 959.00 fGC7;'1'l IrNCT SUU'1'll ; WAY A DISTANCC 0F 200.00 FIiL•'f TO "I11G TItUG POIN I' OI'
~ 89°59'I 1" GAST, A DISTANC[s OF 30.00 fGGI"f0 TIIG 1'RUfi 1'OINT , bCGINNIN(3;
; OF flGdINNINO OF 1'111S UGSCRIP'I ION, SAIU POIN'P 1)f:INO 1 Ilfi
Hivrn.rdf.C C' Rh F-rhlhil U- 1 /tn'rnrrill.C C W ~biAi~ U• 7
214078 II96I•7 AV203LIM iqdAf 114079 II964•7 AV303I.UOC 7AIA7
ti Y • 1.:~. , ,
' t i : ' .:l ,~;~M. ~ t .'~5.~~:! • i . ~ . . . • ' . . . . , . . .
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Yo~. ~.'7 ;O vot. 175 2 rbcc
(li) A TRACT Of I.ANI) SITUA1'G SIiCT10N 8, TO WNSI Ilh 25, L'dRf'Ji1.Z (Tnx Parcef 55083.9043)
~
NORTII, IUNOG 45 EAS7. W.M. COUN7Y Or Sf'OKANE, STAl'I: i
OF 1YAS11lNOTON T1ie Weat ilalf orllie 3omhen3t Quartcr of Ihe Soutlieost Qunrter of ihe
, DCSC1tlUL'D AS rO1..OWS: SoWhwea! Quaeier ofSeetlon S. T. 25 N., R. 45 r,1V.A1. In I}ie County or
A PURTION Of' TFIE 50UTt( WfST QUnRTCR Or TIiIi ' Spokcne, Stnte of Washington
50UTI1 WGST QUARTGR OF SAID SGCTION S. MORC ~ CXCGPT 1he West I 10.00 ket or the South 303.00 feel 11tereof
PARTICULAILLY DGSCRlUGD AS FOLLpWS: ~
COMMGNCINa AT TI IG SOUT) I WCST CORNGR 0(' SAIp TOQETI IGR with Ihe Nonheast Qimrter of the 3outhcnst Quorter of the
SGCTION 8 WlIICII IS MARKCD DY A SI'OKnNE COUNTY l)ILnSS ' Somhwest Quarter of Seelion B. T. 25 N., R. 45 G., W.M. in Ihe Counly af
~ CAI' AT TII[i (tJTGRS13C7'tON OI' M15SION AND UAI2KIiR ROADS, Spokane, Slole or Washinglon.
SAID I'OIN7 l3f:IN01'I IG TILUC PQINI' OFIlli01NNINa Of TI Ili .
LAND IIGRCINAI"fGIL DIiSC11111CU; i
1'I IENCC /1LON0 TI fis WGSTGRf.Y LING Of S/1ID Sf:CTION 8 P/~ffiS'S".S~? (Tax Parcc! S508J.9012)
NO!tTl f 00°35'O7" WGST 888.9I fG[iT; ~ The Cast llnlfof Ihe Soulhrnsl Qunricr of 1he Southenst Quniter of Ilic
TI IGNCG biiPnR71NQ SA1D WGSTGRLY LINC NOR'I'I 169°2)'OG" ' Southwcst Qunrter or Seelton 8, T. 25 N., R. 45 G., W.M. in Ilic Counly or
Spokanc, Slale or Wnshinglon.
CA3'f 400.70 fGfiT; !
TIIL•NCG SOUTI129°SG'26" CnS'f 215.95 171113-T;
TIII:NCIs SOUTif 00°00'04" WGST706.49 fGGTTO A 1'OINT ON'T'lIG f
SOU'f I IGRLY LING OF SAID 3GCTION 8; `
TI I CNCG NORT'i l 89°56'S0' W CST 498.99 f GGT TO TI i G TRUG ~
f'OIN70f DGOINNINd. y
t;XClii'TINC)TIII;IiL:FIIOMTIII?RIGII'1'-OP-WAYOI'TIARKI:R j please Co.
ItOAU nNU /1LS0 TIIC RIQII f or WAY Or MISSION ItOAU. 107 Nest 7th, suf te 200
TOOGTI IGR WITII /1N GnSGMGiJ1' AS DISCIOSGD IlY ~ Spokane. WA 99204
INSTRUMGN7 RECORDCD M/1Y 12, 1994 UNOCR RGCORD(NO
iJp. 9405120450; ALL SI7'UA7'Ii IN'TlIG COUNTY OF SJ'OKANG, {
S'1'/1'rI; OI: WASI IINOTON. .
!
~ , -
I
,
. '
~
' r,henrrrA C Cl1+ FilrFLif 0- J ' NJvrnml~.C C Hs F:xhrbjt U- I
♦IfOlt e2964.1 AV10711X1C 7124Af 814071t496i•I AV10)I.UOC 1R493
f
~
Ito
INLAND PACIFIC ENGINEERING COMPANY
707 W. 7th Avenue, Suite 200 Spokane, WA 99204 (509)458-6840 Fax: (509)458-6844
TO: 5P49K.a.xe.00. CWx5!
DATE: MQr• 13, /t:;V
I.P.E. PROJECT
ATTENTION: IL'V.C~¢r~C) PR JECT NAME: T'
Description 0 Xerox Prints 0 Copy of Letter 0
0 Original Drawing ED Contract Documents 0
0
0 Work Authorization = Report
No. Copres Description
PurpOSe
0 Information 0 Review & Comments 0 Per Your Request
~ Written Approval ~ Signature & Return 0
Remarks
~1• s ~I ~1•~,. ! 4-r ~-if ~ ~14. / T
~ t D es~ •
~ ~,,•••e,._ wt~, o K s ele c~.s P
~
~
41~T
Ill - A, 0 v k-l.-- 5
Signed: •
-
cc: D 1TRNSMT PMS
'
1
'
'
'
~ DRAINAGE REPORT
for
' RIVERWALK 6TH ADDITION
' Spokane County, Washington
August 1996
'
'
' GFFICIAL PUBLIC DOCU4IAENT
Si'OKANE COUNTY ENGIfVEER'S OFFtGE
~ OR AL
Pr~OJcCT # E
S JCiIMITTAL
' I":ti~:'URPd TO CODUTY Et-s;',-n"R
' Prepared by:
' Inland Pacific Engineering Company
707 W. 7th Avenue, Suite 200
Spokane, WA 99204,
' (509)458-6840
, .
'
~
'
'
DRAINAGE REPORT
, for
, RIVERWALK 6TH ADDITION
' August 14, 1996
~ Prepared by:
' Inland Pacific Engineering Comparry
707 West 7th Suite 200
Spokane, WA 99204
' (509)458-6840
,
The design impravernents shown in tlns set'of < plans attd cgcttlatians confurm to{the
Stant#ards for Road and Se'ec Construction°,-:
applirable,editiatYS;aI;~the, Spokane Countye
and the, Spokane Cotinty- Guidelines for Stormwater`~,Managetuent. AU clesign deviations~r
have}tieen 2~pproved hy the-Spokane County Eiguie~ei. I i1p~/TOY@ t~l@SE pIapS
' (ralculations}lor~cdnstruction: "
' This report has been prepared by Janelle Gonzales of Inland Pacific Engineering Company under
the direction of the undersigned professional engineer whose seal and signature appear hereon.
1 This report conforms to the applicable editions of the Spokane County Standards for Road and
. Sewer Construction and the Spokane County Guidelines for Stormwater Management.
vv.l
1
,p25462~ .
n
, ~S7ER
S'ONAL 0~G
IEXPIRES 9/24/ ~
' Todd R. Whippl6, P.E.
'
'
'
'
, PURPOSE
The purpose of this drainage report is to determine the extent of storm drainage facilities which will
' be required to dispose of stormwater runoff created by the development of the proposed Riverwalk
6th Addition. The storm drainage facilities on this project will be designed to dispose of onsite
nanofffrom the ten year design storm This development is located-within-the Aquifer Sensitive Area -
, (ASA) and, therefore is subject to `208' requirements.
ANAL YSIS METHODOLOGY
' Because all onsite basins are smaller than 10 acres, the Rational Method, which is recommended for
basins less than ten acres in size, will be used to determine the peak discharges and runoff volumes.
jidelines for Stormwater
' The drainage analysis for this project will follow the Spokane County Cn
Manaaemen_l.
, PROJECT DESCRIPTION
' The Riverwalk 6th Addition is approacimately a 4.8 acre, 18 lot subdivision for single family homes,
located in the Section 8, T. 25 N, R. 45 E.W.M., in Spokane County, Washington. The area has been
divided into 6 basins, (Basin A- Basin F), determined by the surrounding topography and the high
' and low points of the designed roadways. The topography is relatively flat, with an average slope
of less than 1%.
' SOILS
Sheet 67 of the Sail Surve•y of Snokane Co unty, Washinggn shows that the project location consists
' of Garrison Gravelly loam, 0 to 5% slopes (GgA). GgA is a gravelly, medium-textured, somewhat
excessively drained soil with a moderately rapid permeability rate ranging from 0.8" to greater than
10" per hour. These soils are preapproved by Spokane County for drywell infiltration. Therefore,
' all runoffwill be disposed of via Type "A" and Type "B" drywells. The soil survey map can be seen
in the appendix. -
' OFFSITE ANALYSIS
' No offsite runoff is expected to enter the proposed project, as deternuned from the surveyed
topography. However, there is some runoff expected to leave the property from the north, from the
back of Lots 1-8, Block 1, in Basins A and C. The amount of runoff leavuig the site after
development will be less than the predeveloped runoff rate. The predeveloped runoff rate leaving the
' site is 3.85 cfs. The developed runoff rate is expected to be only 1.67 cfs.
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Inland Pacific Engineering Co. 1 Riverwalk 6th Addition Drainage Report
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DEYELOPED CONDITION
10-Year Design Storm
' As required by Spokane County Guidelines for Stormwater Manaeement, the developed condition
has been analyzed using the 10-year design storm event to evaluate the on-site runoff and determine
peak flows. Bowstring calculations were performed to determine the type and number of drywells ' nceded for each basiq based on the amount of total storm volume provided. Type "B" drywells can
be expected to handle a runoff of 1.0 cfs of tunof~ and Type "A" drywells can be expected to handle
0.3 cfs of runoff.
, The runoff from the deve1opment of 1ots within Basin A and Basin B was taken into consideration
' during the design of drainage facilities for the development of Riverwalk 2nd Addition (Inland Pacific
Engineering, October, 1995). There are two existing ponds in Riverwalk 2nd Addition that have
been sized to accomodate the runoff for the proposed development of Riverwalk 6th Addtiion .
' Calculations and basin descriptions from the drainage report for Riverwalk 2nd Addition have been
included in the appendix. Table 1 is a summary of the on-site drainage analysis for the 10-year
design storm event. Provided volumes were calculated using the following formula:
' Volume= Pond Bottom Area (Depth) + Perimeter (Sideslope Area)
' `208' volumes were calculated at 0.5' above pond bottom, total volume was calculated at 0.9' above
pond bottom (except the two ponds on the end of the cul-de-sac which were calculated at a depth
of 0.8').
' Table 1: 10-Year Design Storm Analysis Summary
Basin Area 1208' 1208' Total Vol. Total Vol. Peak
' (Acres) Required Provided Required Provided Flow Drywells
(Cu.Ft.) ' (Cu.Ft.) (Cu.Ft.) (Cu.Ft.) (cfs)
' *A 1.31 679 759 441 985 1.42 1"B"
- "B 0.84 1508 1514 675 8850 2.17 2"B"
' C& F 0.99 367 442 259 900 0.74 1"A"
D 1.26 299 409 344 794 1.18 1"B"
, E 0.47 240 323 90 677 0.38 1"A"
SAC 0.19 353 433 34 772 0.31 2"A"
' I I I I I I I
* These basins are part of larger existing basins analyzed in Riverwalk 2nd Addition. The runoff is handled by existing
, drainage facilities in Riveiwallc 2nd Addition. Calculations from Riverwalk 2nd are included in the appendix of this report.
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Inlarrd Pacifrc Engineering Co. 2 Rivenvalk 61h Addrtion Drainage Report
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50-Year Design Storm
' The 50 year design storm was also analyzed to see what volumes were required. Table 2 summarizes
what is needed to handle the 50 year design storni. The proposed facilities in Riverwalk 6th Addition
, provide enough volume and outflow to handle the storm.
Table 2: SO-Year Design Storm Analysis Summary - - •
, Basin Area 1208' 1208' Total Vol. Total Vol. Peak
(Acres) Required Provided Required Provided Fiow Drywells
' (Cu.Ft.) (Cu.Ft.) (Cu.Ft.) (Cu.Ft.) (cfs)
*A 1.31 679 759 824 985 1.85 1"13"
' "B 0.84 1508 1514 1366 8850 2.91 2"B"
C& F 0.99 367 442 423 900 1.10 1"A"
' D 1.26 299 409 658 794 1.73 1"B"
E 0.47 240 323 173 677 0.55 1"A"
' . SAC 0.19 353 433 85 772 `.044 2"A"
These basins are part of larger existing basins analyzed in Riverwalk 2nd Addition. The tunoff is handled by existing
drainage facilities in Riverwalk 2nd Addition. Calculations from Rivenvallc 2nd are included in the appendix of this report.
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Inland Pacific Engirreering Co. 3 Rivenvalk 61h Addilion Drainage Report
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' Basin Summary
' Basin A and Basin B were taken into consideration during the design of drainage facilities for the
development of Riverwalk 2nd Addition (Inland Pacific Engineering, October, 1995). The runoff
from Indiana Avenue in Basin A will be treated in the `208' ponds within Riverwalk 6th, then
' overflow downstreazn to an existing detention pond located in Lot 1, Block 4 of Riverwalk 2nd
Addition that has been sized to accomodate the runoff from Basin A(this pond is described in the
description of "Basin F" in the Riverwalk 2nd drainage report).
'
Another existing pond located in Tract D north of Lot 1, Block 2 of Riverwalk 2nd Addition has
' been sized to accomodate the runoff from Basin B(this pond is described in the description of
"Basin D" in the Riverwalk 2nd drainage report). This pond will also provide the necessary `208'
treatment for the runoff from Basin B.
' Basin C and Basin F aze combined and treated as a single basin in this analysis. Together, they have
a peak flow of 0.74 cfs during the 10-yeaz storm, and 1.10 cfs during the 50-year storm. The runoff
' from these two basins will be treated in a pond located in Lot 8, Block 1. Runoff will be disposed
of through a Spokane County Type A single depth drywell.
' Basin D has a peak flow of 1.18 cfs during the 10-year storm, and 1.73 cfs during the 50-year storm.
The runoff will be treated in a pond located in Lots 5 and 6, Block 2, and disposed of through a
' Spokane County Type B double depth drywell.
Basin E has a peak flow of 0.38 cfs during the 10-year storm, and 0.55 cfs during the 50-year storm,
' to be treated in a pond located in Lot 1, Block 2. Runoff will be disposed of through a Spokane
County Type A single depth drywell.
t The temporary turnazound has two `208' ponds, one on each side of it, to capture and treat the
stormwater runoff from the cul-de-sac. Each pond will contain a Spokane County Type A single
depth drywell.
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' Inland Pacific Engineering Co. 5 Riverwalk 6th Addirion Drainage Repon
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' CURB INLET CALCULATIONS
' Curb inlet calculations aze required to demonstrate that runoff from the impervious road surface
flows into the drainage ponds.
' Curb inlet calculations for the `208' ponds in Basin A(Pond A and Pond B) are included in the
appendix. A single 4' curb inlet is enough to handle the flow for each of these ponds.
, The curb inlet for Basin D(Pond D), and Basin E(Pond E) are located in sumps, and therefore can
handle up to 4.0 cfs of flow. There is expected to be 1.18 cfs of flow during the 10 year storm, and
, 1.73 cfs during the 50 yeaz storm. The existing ponds in Riverwalk 2nd also have inlets located in
sumps which will provide the capacity to handle the flow from Basin A and Basin B.
' There is no curb inlet needed at this time for the runoff from Basins C and F. Runoff from Basin
C and Basin F will flow into a ditch at the end of Hodges Lane, then into Pond C.
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' Inland Pacific Engineering Co. 6 Rivenvalk 6th Addition Drainage Report
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~ APPENDIX
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Inland Pac Riverwalk 6th Addition Drainage Report
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Inla»d Pacific Engineering Co. Riverwalk 6th Addition Drainctge Report
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NvMBER 67 ( sh~e-) ~ -N,~pNAt„'T•
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5000 Feet
O
nno
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DEVELOPED
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Inlar:d Pacific Engrneering Cn. Riverwalk 6th Additron Drainage Reporl
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50-year STORM
PEAK FLOW CALCULATION PROJECT: Riverwalk 6th •
BASIN: Predeveloped Basin
Tot. Area 5.13 Acres
Imp. Area 0 SF
C = 0.25
CASE 1
300 ft. Overland Flow
Ct = 0.15
L = 300 ft. .
n = 0.40
S = 0.008
Tc = 11.29 min., by Equation 3-2 of Guidelines
0 ft. Gutter flow
Z1 = 50.0
Z2 = 3.5
n = 0.016
S = 0.008
d = 0.260 ft.
A R Q Tc Tc total I Qc
1.81 0.13 3.86 0.00 11.29 3.00 3.85
Qpeak for Case 1= 3.85 cfs
INLAND PACIFIC ENGINEERING
50-year STORM
PEAK FLOW CALCULATION PROJECT: Riverwalk 6th
BASIN: Developed
Tot. Area 1.26 Acres (portion of Basin A and C that does .
Imp. Area 0 SF not flow to the street) ~~\10S 51T-C
C = 0.30
CASE 1
90 ft. Overland Flow
Ct = 0.15
L = 90 ft.
n = 0.40
S = 0.008
Tc = 5.48 min., by Equation 3-2 of Guidelines
0 ft. Gutter flow
Z1 = 50.0
Z2 = 3.5
n = 0.016
S = 0.008
d = 0.190 ft.
A R Q Tc Tc total I Qc
0.97 0.09 1.67 0.00 5.48 4.41 1.67 .
Qpeak for Case 1= 1.67 cfs
INLAND PACIFIC ENGINEERING r
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Inland Pacific Engineering Co. Rrverwrtlk 6tJi Addition Draiitage Report
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BOWSTRING METHOD PROJECT: Rivervralk 6th Addition
PEAK FLOW CALCULATION PROJECT Rivervwalk 6th Addition DETENTION BASIN DESIGN BASIN: A
BASIN: A this proJect, is part 1aYear Design Storm DESIGNER: JDG
Tot Area 1.30 Acres of Basin F of RW 2nd DATE: 06108/96
Imp. Area 16301 SF
C= 030
Time Increment (min) 5
CASE 1 .,aTime ot Conc (min) 8.14
Outflow (cfs) 1
60 ft. Overland Flow Design Year Flow 10
~Area (acres) 1.9
Ct = 0.15 ImpeNious Area (sq ft) 16301
L= 60 ft. Factor 0.3
n= 0 40 Volume Provided 0
S= 0020 „=Area ' C 0 570
Tc = 3 27 min, by Equation 3-2 of Guidelines
~.M,..w. Time Time Inc. Intens Q Devel. Vol.ln Vol.Out Storage
490 ft Gutter flow ,n (min) (sec) (iNhr) (cfs) (cu ft) (cu ft) (cu ft)
Z1 = 50.0 For Z2 ' 8.14 488 2.49 1.42 929 488 441
Z2 =1 Type B= 1.0
n= 0 016 Rolled = 3 5 5 300 3.18 1 81 729 300 429
S= 0.008 ~ 10 600 2.24 1.28 978 600 378
15 900 1.77 1.01 1076 900 176
d= 0.182 ft. ZU 1200 1.45 0.83 1129 1200 -71
25 1500 121 0.69 1149 1500 -351
A R Q Tc Tc total I Qc ~°•••°••~~•30 1800 1.04 0.59 1165 1800 -635
35 2100 0.91 0 52 1175 2100 -925
08.4 0 09 1 42 4.87 814 2 49 1.42 40 2400 0 82 0.47 1199 2400 -1201
• 45 2700 0 74 0.42 1209 2700 -1491
Qpeak for Case 1= 1 42 cfs N-~ 50 3000 0.68 0.39 1227 3000 -1773
55 3300 0.64 0 36 1264 3300 -2036
60 3600 0.61 0.35 1309 3600 -2291
CASE 2 65 3900 0.60 0.34 1391 3900 -2509
70 4200 0.58 0.33 1443 4200 4757
Case 2 assumes a Time of Concentration less than 5 minutes so that the 75 4500 0.56 0.32 1489 4500 -3011
peak flow = 90(318)(Imp. Area) = 1 07 cfs M-w-~ 80 4800 0 53 0.30 1500 4800 ~300
85 5100 0.52 0 30 1561 5100 -3539
90 5400 0 50 0.29 1586 5400 -3814
So, the Peak flow for the Basin is the greater of the two flows, 95 5700 0.49 0 28 1638 5700 -4062
1.42 cfs 100 6000 0.48 0 27 1687 6000 -4313
DRAINAGE POND CALCULATIONS '
~ Required'208' Storage Volume '
Impernous Area x.5 in / 12 in/R 679 cu ft'
....,,...n„~ 208' Storage Volume Provided 0 cu ft
DRYWELL REQUIREMENTS -10 YEAR DESIGN STORI
Maximum Storage Required by Bowstring 441 cu ft
Number and Type of Drywells Required 0 Singie
1 Double
BOWSTRING METHOD PROJECT: Riverwafk 6th Additlon
PEAK FLOW CALCULATION PROJECT Riverwalk 6th Addition ~ DETENTION BASIN DESIGN BASIN: B
BASIN B this project, is part ~ 10-Year Design Storm DESIGNER: JDG
Tot Area 2.85 Acres of Basin D of RW 2nd DATE: 06108/96
Imp Area 25436 SF
C= 035
• Time Increment (min) 5
CASE 1 .:Time of Conc. (min) 10.50 outnow (ors) 2
130 ft Overland Flow Design Year Flow 10
~Area (acres) 2.85
Ct = 0.15 Impervious Area (sq ft) 25436
L= 130 ft 'C' Factor 0.35
n= 0 40 .,;208' Volume Provided 1514
S = 0.020 Area' C 0.998
Tc = 519 min, by Equation 32 of Guidelines
µa, Time Time Inc. Intens. Q Devel. Vol.ln Vol Out Storage
595 ft. Gutter flow ~ (mfn) (sec) (iNhr) (cfs) (cu ft) (cu ft) (cu ft)
Z1 = 50.0 ForZ2 10.50 630 2.18 2.17 1836 1261 576
Z2 = 1 Type B= 1.0
n= 0.016 Rolled = 3 5 5 300 3.18 3.17 1275 600 675
S= 0.008 " 10 600 2.24 2.23 1796 1200 596
15 900 1.77 1.77 1967 1800 167
d= 0.214 ft 20 1200 1.45 1 45 2046 2400 -354
~hn
25 1500 1.21 1.21 2069 3000 -931
A R Q Tc Tc total I Qc ; 30 1800 1.04 1 04 2090 3600 -1510
35 2100 0.91 0.91 2101 4200 -2099
1.17 0.11 2.18 5.31 10.50 2.18 217'~ 40 2400 0.82 0.82 2138 4800 -2662
45 2700 0.74 0.74 2151 5400 -3249
Qpeak for Case 1= 2.17 cfs 50 3000 0.68 0.68 2180 6000 -3820
55 3300 0.64 0.64 2244 6600 -4356
60 3600 0 61 0.61 2321 7200 -4879
CASE 2 65 3900 0.60 0.60 2462 7800 -5336
70 4200 0 58 0.58 2554 8400 -5846
Case 2 assumes a Time of Concentration less than 5 minutes so that the 75 4500 0.56 0.56 2633 9000 -6367
peak flow =.90(3 18)(Imp Area) = 1.67 cfs 80 4800 0.53 0 53 2651 9600 -6949
85 5100 0.52 0.52 2757 10200 -7443
90 5400 0 50 0.50 2800 10800 -8000
So, the Peak flow for the Basm is the greater of the two flows, 95 5700 0.49 0.49 2891 11400 -8509
217 cfs 100 6000 0.48 0 48 2975 12000 -9025
208' DRAINAGE POND CALCULATIONS
Required'208' Storage Votume
w, = Impervious Area x.5 in / 12 in/ft 1060 cu ft
2a8' Storage Volume Provided 1514 cu ft
DRYWELL REQUIREMENTS -10 YEAR DESIGN STORI
Ma)dmum Storage Requfred by Bowstring 675 cu ft
Number and Type of Drywells Requlred 0 Single
2 Double
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BOWSTRING METHOD PROJECT: Rivervvalk 6th AddlUon
PEAK FLOW CALCULATION PROJECT Rivervvalk 6th Addition DETENTION BASIN DESIGN BASIN: C and F
BASIN: C and F 10-Year Design Stortn DESIGNER: JDG
Tot Area 0.89 Acres DATE:
Imp. Area 8803 SF '~::2.~~~
C = 0.30 :,,:;•z~:;
Timelncrement (min) 5
CASE 1 i?:z~ Time of Conc. (min) 6.57
Outflow (Cfs) 0.3
60 ft Overland Flow ~'<<'~';%,~,,~, Design Year Flow 10
Area (acres) 0.89
Ct = 0.15 impervious Area (sq ft) 8803
L= 60 ft. 'C Factor 0.3
n= 0.40 208' Volume Provided 0
S= 0.010 Area • C 0.267
Tc = 4.02 min., by Equation 3-
2 oi Guidelines
Time Time Inc. Intens. Q Devel. Vol.ln Vol.Out Storage
,
230 ft Gutter flow (min) (sec) (iNhr) (cfs) (cu ft) (cu ft) (cu ft)
`z~iia~~zi'
Z1 = 500 For Z2 K;~~
Z2= 3.5 Type B 1.0 6.57 394 2.76 0.74 389 118 271
n= 0.016 Rolled = 3.5 5 300 3.18 0.85 341 90 251
= 0.009
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S 10 600 2.24 0.60 439 180 259
15 900 1.77 0.47 489 270 219
d= 0 136 ft 20 1200 1.45 0.39 516 360 156
25 1500 1.21 0.32 528 450 78
A R Q Tc Tctotal I Qc
30 1800 1.04 0.28 537 540 -3
--------F ;a c~;{:;. 35 2100
" 0 91 0.24 543 630 -87
Ki ~ ~ni''x~wZ}
0 49 0.07 0.74 2.55 6.57 2 76 40 2400 0.82 0.22 555 720 -165
M1za t~mm<µ~„m 45 2700 0.74 0.20 SfiO 810 -250
Qpeak for Case 1= 0.74 cfs Sp 3000 0.68 0.18 589 900 -331
rJJ 33DO 0.64 0.17 587 990 -403
• : : w~ 0.61 0.16 ~a 10~ -4~
CASE 2
65 3900 0.60 0.16 646 1170 -324
4M7.
70 4200 0.58 0.15 671 1260 '~89
Case 2 assumes a Time of Concerrtration less than 5 minutes so that the 75 4500 0.56 0.15 693 1350 -657
eak flow = 90 3.18 Im Area 0.58 cfs ~%`~ri•~^~"~'~
P ( P• . 80 4800 0.53 0.14 698 1440 442
• ~'~`:~.'•"«~~~~i 85 5100 0.52 0.14 727 1530 -003
90 5400 0.50 0.13 739 1620 -881
So, the Peak (low for the Basin is the greater of the two flows, :n'95 5700 0.49 0.13 763 1710 -947
0 74 cfs 100 6000 0.48 0.13 786 1800 -1014
tx~i;i~:~ wg~208' DRAINAGE POND CALCULATIONS
Required '208' Storage Volume
Impervious Area x.5 in / 12 iNft 367 cu ft
208' Storage Volume Provided 0 cu ft
DRYWELL REQUIREMENTS -10 YEAR DESIGN STOR
Maximum Storage Required by Bowstring 271 cu ft
Number and TYPe of D►YIls R~uired 1 Single
~'e
0 Double
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BOWSTRING METHOD PROJECT. Riverwaik 6th Addition
PEAK FLOW CALCULATION PROJECT Riverwalk 6th Addition ~ DETENTION BASIN DESIGN BASIN: D
BASIN. D 10-Year Design Storm DESIGNER• JDG
Tot. Area 1 26 Acres DATE 05/30/96
Imp. Area 7170 S'F
C = 0 40
w ---Time Increment (min) 5
CASE 1 Time of Conc. (min) 9.18
Outflow (cfs) 1
130 ft. Overland Flow ~ Design Year Flow 10 ~Area (acres) 1.26
Ct = 0.15 Impervious Area (sq ft) 7170
L= 130 ft. ~'C' Factor 04
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n= 0.40 '208' Volume Prowded 0
S= 0.010 Area ' C 0.504
Tc = 6.39 min., by Equation 3-2 of Guidelines ~
Time Time Inc. Intens Q Devel. Vol In Vol.Out Storage
225 ft. Gutter flow (min) (sec) (in/hr) (cfs) (cu ft) (cu ft) (cu ft)
Z1 = 500 For Z2 9.18 551 2.34 1.18 872 551 321
Z2 = 1 Type B= 1.0 n= 0 016 Rolled = 3.5 5 300 3.18 1.60 644 300 344
S= 0 005 10 600 2.24 1.13 889 600 289
15 900 1 77 0.89 970 900 70
d= 0.186 ft. 20 1200 1.45 0 73 1014 1200 -186
25 1500 1.21 0.61 1029 1500 471
A R Q Tc Tc total I Qc 30 1800 1.04 0 52 1042 1800 -758
35 2100 0.91 0.46 1049 2100 -1051
0 88 0 09 1.19 2 79 918 2.34 1.18 40 2400 0.82 0 41 1069 2400 -1331
45 2700 0.74 0.37 1077 2700 -1623
Qpeak for Case 1= 1.18 cfs 50 3000 0.68 0 34 1092 3000 -1908
55 3300 0.64 0.32 1125 3300 -2175
` 60 3600 0 61 0.31 1164 3600 -2436
CASE 2 65 3900 0 60 0 30 1236 3900 -2664
70 4200 0.58 0 29 1283 4200 -2917
Case 2 assumes a Time of Concentration less than 5 minutes so that the 75 4500 0.56 0 28 1323 4500 -3177
peak flow =.90(3 18)(Imp. Area) = 0 47 cfs M 80 4800 0.53 0 27 1332 4800 -3468
85 5100 0.52 0 26 1386 5100 -3714
90 5400 0 50 0 25 1408 5400 3992
So, the Peak Flow for the Basin is the greater of the two flows, 95 5700 0.49 0.25 1454 5700 -4246
1 18 cfs 100 6000 0.48 0 24 1497 6000 -4503
„,;208' DRAINAGE POND CALCULATIONS
Required'208' Storage Voiume
= Impervious Area x 5 in / 12 iNft 299 cu ft
~ 208' Storage Volume Prowded 0 cu ft
DRYWELL REQUIREMENTS - 10 YEAR DESIGN STORI
Maximum Storage Reqwred by Bouvstnng 344 cu ft
, Number and Type of Drywells Required 0 Single
1 Double
BOWSTRING METHOD PROJECT: Rrverwalk 6th Addition
PEAK FLOW CALCULATION PROJECT RNerwalk 6th Addition DETENTION BASIN DESIGN BASIN. E
BASIN. E 2 10-Year Design Storm DESIGNER: JDG
Tot Area 0 47 Acres DATE. 05/30196
Imp. Area 5769 SF .
C = 0.30
zTime Incremerd (min) 5
CASE 1 : Time of Cona (min) 8 43 '
Outflow (cfs) 03
137 ft. Overland Flow ~ Design Year Flow 10
w--'Area(acres) 047
Ct = 015 ^mm Impervious Area (sq R) 5769 L= 137 ft ^~'C Factor 03
n= 0.40 . ;'208' Volume Provided 0 •
S= 0 008 - g„ Area ' C 0 141
Tc = 7.05 min., by Equation 3-2 of Guidelines ~
• mm~:z; Time Time Inc Intens. Q Devel Vol In Vol.Out Storage
105 ft. Gutter flow (min) (sec) (in/Ftt) (cfs) (cu ft) (cu ft) (cu ft)
• a; w`i.z,.,.w; w.
Z1 = 50.0 For Z2 8.43 =====506 2.45 0.35 234 =====152 ======82
Z2 = 35 Type B= 1.0
n= 0.016 Rolled = 3 5 w~w 5 300 3.18 0.45 180 90 90
S= 0.010 ' 10 600 2.24 0 32 244 180 64
15 900 1.77 0.25 268 270 -2
d= 0.101 ft 20 1200 1 45 0.20 281 360 -79
~ 25 1500 1.21 0.17 285 450 -165
A R Q Tc Tc total I Qc 30 1800 1.04 0.15 289 540 -251
35 2100 0.91 0.13 292 630 -M
,
0.27 0.05 0.35 1 38 8.43 2 45 0.35 40 2400 0.82 0.12 297 720 .-423
45 2700 0.74 0.10 300 810 -510
Qpeak for Case 1= 0 35 cfs 50 3000 0.68 0.10 304 900 -596
55 3300 0.64 0.09 313 990 -677
` 60 3600 0.61 0.09 324 1080 -756
CASE 2 'w~'°'~•"'^ 65 3900 0.60 0 08 344 1170 -826
70 4200 0.58 008 358 1260 -902
Case 2 assumes a Time of Concentration less than 5 minutes so that the 75 4500 0.56 0.08 369 1350 -981
peak flow = 90(3 18)(Imp Area) = 0.38 cfs 80 4800 0.53 0 07 372 1440 -1068
85 5100 0.52 0.07 387 1530 -1143
90 5400 0.50 0.07 393 1620 -1227
So, the Peak flow for the Basin is the greater of the Mro Flows, ~ 95 5700 0.49 0 07 406 1710 -1304
0 38 cfs 100 6000 0.48 0.07 418 1800 -1382
„'208' DRAINAGE POND CALCULATIONS
w Required'208' Storage Volume
= Impervious Area x.5 in / 12 in/ft 240 cu ft
208' Storage Volume Provided 0 cu ft
„DRYWELL REQUIREMENTS -10 YEAR DESIGN STORI
Maximum Storage Required by Bovustring 90 cu ft
Number and Type of Drywelis Required t Single
. •~,,w 0 Double
t
~ ~ ~ r ~ ~ ~ ~ ~ w ~ ~ ~ ~
BOWSTRING METHOD PROJECT: Riverwaik 6th Additton
PEAK FLOW CALCULATION PROJECT Rivervvalk 6th Addition ~ DETENTION BASIN DESIGN BASIN: TEMP. SAC
BASIN: TEMP. SAC . 10-Year Design Storm DESIGNER JDG
Tot. Area 0 19 Acres DATE: 06/10/96
Imp Area 8483 SF
C = 0 50
.N; Time Increment (min) 5
CASE 1 Time of Conc. (min) 5.00
Outflow (cfs) 0.3
0 ft. Overland Flow i Design Year Flow 10
'-Area (acres) 0194743
Ct = 015 ; Impervious Area (sq ft) 8483
L= 0 ft. . ^,;;'C' Factor 0.5
n= 0 40 '208' Volume Provided iP+433
S= 0020 , w Area ' C 0.097
Tc = 0 00 mm , by Equation 3-2 of Guidelines
Time Time Inc. Intens. Q Devel. Vol.ln Vol.Out Storage
70' ft Gutter flow (min) (sec) (iNhr) (cis) (cu ft) (cu ft) (cu ft)
Z1 = 500 For Z2 5.00 300 318 0.31 124 90 34
Z2 = 1 Type B= 10 In:
n= 0.016 Rolled = 3 5 5 300 3.18 0 31 124 90 34
S= 0018 10 600 2 24 0 22 153 180 -27
15 900 1.77 0.17 173 270 -97
d= 0 090 ft. 20 1200 1.45 0.14 184 360 -176
25 1500 1.21 0.12 189 450 -261
A R Q Tc Tc total I Qc ' 30 1800 1.04 0.10 193 540 -347
35 2100 0.91 0.09 195 630 -435
0.21 0 04 0.32 0 00 5.00 3.18 0 31 40 2400 0.82 0.08 200 720 -520
45 2700 0.74 0.07 202 810 -608
Qpeak for Case 1= 0.31 cfs ' 50 3000 0.68 0.07 205 900 -695
55 3300 0.64 0.06 212 990 -778
• . 60 3600 0.61 0.06 220 1080 -860
CASE 2 65 3900 0.60 0 06 234 1170 -936
70 4200 0.58 0 06 243 1260 -1017
Case 2 assumes a Time of Concentration less than 5 minutes so that the 75 4500 0 56 005 251 1350 -1099
peak flow = 90(3.18)(Imp. Area) = 0.56 cfs 80 4800 0.53 0.05 253 1440 -1187
85 5100 . 0.52 0.05 263 1530 , -1267
90 5400 0.50 0.05 268 1620 -1352
So, the Peak flow for the Basin is the greater of the two flows, 95 5700 0 49 005 277 1710 -1433
0.56 cfs 100 6000 0 48 0 05 285 1800 -1515
DRAINAGE POND CALCULATIONS
Required '208' Storage Valume
Impenrious Area x.5 in / 12 iNft 353 cu ft
w'~~~~NM 208' Storage Volume Provided 1SM cu ft
w~~ DRYWELL REQUIREMENTS - 10 YEAR DESIGN STORt
Maximum Storage Required by Bowstring 34 cu ft
Number and Type of Drywells Required 1 Single
0 Double
'
t
, 50 YEAR DESIGN STORM
1
~
~
1
~
1
~
1
1
1
1
~ -
1
Inland Pacific Engineerrng Co. Riverwalk 6th Additron Drainnge Report
'
50-year STORM ' BOWSTRING METHOD PROJECT: Riverwalk 6th
PEAK FLOW CALCULATION PROJECT Riverwalk 6th DETENTION BASIN DESIGN BASIN. Basin A •
BASIN: Basin A ~ ' DESIGNER: JDG
Tot Area 1 90 Acres ~ DATE: 06/08/96
Imp. Area 16301 SF ~
C = 0 30
Time Increment (min) 5
CASE 1 :.c Time of Conc. (min) 8.86
Outflow (cfs) 1
60 ft. Overtand Flow c Design Year Flow 50
Area (acres) 19
Ct = 0.15 Impervious Area (sq ft) 16301
L= 60 ft Factor 03
n=' 0.40 50-year Volume Provided 985
S= 0008 Area • C 0 570
Tc = 4.30 min, by Equation 3-2 ai Gwdelines
Time Time Inc. Intens. Q Devel. Vol In Vol.Out Storage
490 ft. Gutter flow (min) (sec) (iNhr) (cfs) (cu ft) (cu ft) (cu ft)
Z1 = 500 8.86 531 3.25 1.85 1319 531 787
Z2= 35 ~
n= 0.016 5 300 4.58 2.61 1049 300 749
S= 0008 ~....~.M. 10 600 3.20 1.82 1424 600 824
15 900 2.45 1.40 1509 900 609
d= 0.200 ft ~ 20 1200 1.95 1.11 1535 1200 335
25 1500 1.62 0.92 1552 1500 52
A R Q Tc Tc total I Qc 30 1800 1.56 0.89 1761 1800 -39
35 2100 128 0.73 1664 2100 -436
1.07 0.10 1.92 4 56 8 86 3.25 1.85M,v, 40 2400 1.19 0.68 1743 2400 457
45 2700 1.08 0.62 1773 2700 -927
Qpeak for Case 1= 1.85 cfs N 50 3000 0.99 0.56 1795 3000 -1205
55 3300 0 92 0.52 1825 3300 -1475
60 3600 0.87 0 50 1875 3600 -1725
CASE 2 • 65 3900 0.82 0.47 1907 3900 -1993
70 4200 0.80 0.46 1998 4200 -2202
Case 2 assumes a Time of Concentration less than 5 minutes so that the 75 4500 0.77 0.44 2054 4500 -2446
peak flow = 90(4 58)(Imp Area) = 1.54 cfs 80 4800 0.75 0.43 2129 4800 -2671
M 85 5100 0.72 0.41 2167 5100 -2933
' 90 5400 0.71 0.40 7259 5400 -3141
So, the Peak flow for the Basin is the greater of the two flows, 95 5700 0 69 0.39 2313 5700 -=7
1 85 cfs 100 6000 0.67 0.38 2360 6000 -3640
208' DRAINAGE POND CALCULATIONS ~
: Required '08' Storage Volume
Impervious Area x.5 in / 12 INft 679 cu ft,
' 50 year Votume Provided 985 cu ft
~ DRYWELL REQUIREMENTS - 50 YEAR DESIGN STORI Maximum Storage Required by Bovvstring 824 cu ft
.~.......m~' Number and Type of Drywells Required 0 Single 1 Double
INLAND PACIFIC ENGINEERING
50-year STORM BOWSTRING METHOD PROJECT: Rivervvalk 6th
PEAK FLOW CALCULATION PROJECT Rnrervvatk 6th DETENTION BASIN DESIGN BASIN: Basin B
BASIN: Basin B DESIGNER: JDG
Tot. Area 2 85 Acres DATE: 06/08/96
Imp Area 25436 SF
C = 0.35
~ Time Increment (min) 5
CASE 1 ~ Time of Conc. (min) 11.81
Outflow (cfs) 2
130 ft. Overland Flow Design Year Flow 50
Area (acres) 2.85
Ct = 015 Impervtous Area (sq R) 25436
L= 130 ft. ~x-='C Factor 0.35
n= 0.40 50.year Volume Prowded 8850
S= 0 008 -Area ' C 0.998
Tc = 6.84 min., by Equation 3-2 of Guidelmes ~
` Time Time Inc. IMens. Q Devel. Vol.ln Vol.Out Storage
:2:;
595 ft Gutter flow (min) (sec) (inRir) (cfs) (cu ft) (cu ft) (cu ft)
Zt = 50.0 ~,x;,,.,,.,..M.k•:: 11.81 708 2.92 2.91 2763 1417 1346
Z2 = 3.5
n= 0.016 5 300 4.58 4.57 1837 600 1237
S= 0008 10 600 3 20 3.19 2566 1200 1366
15 900 2.45 2.44 2788 1800 988
d= 0.235 ft 20 1200 1 95 1 95 2803 2400 403
25 1500 1 62 1.62 2813 3000 -187
A R Q Tc Tc total I Qc 30 1800 1.56 1.56 3176 3600 -424
35 2100 1 28 128 2989 4200 -1211
1.48 0.12 2.95 4 97 11 81 2.92 2.91 40 2400 1.19 1.18 3172 4800 -1678
45 2700 1.08 1.08 3168 5400 -2232
Qpeak for Case 1= 2.91 cfs 50 3000 0.99 0.99 3200 6000 -2800
• ~ 55 3300 ' 0.92 0.92 3249 6600 -3351
• w~~~~~-x 60 3600 0.87 0 87 3333 7200 -3867
CASE 2 65 3900 0.82 0.82 3387 7800 -4413
70 4200 0 80 0.80 3544 8400 -4856
Case 2 assumes a Time of ConceMration less than 5 minutes so that the 75 4500 0.77 0.77 3641 9000 -5359
peak flow = 90(4 58)(Imp. Area) = 2.41 cfs ' . 80 4800 0.75 0.75 3771 9600 -5829
• 85 5100 0.72 0.72 3836 10200 -6364
90 5400 0.71 0.71 3995 10800 -6805
So, the Peak flow for the Basm is the greater of the two flows, 95 5700 0.69 0.69 4089 71400 -7311
2.91 cfs 100 6000 0.67 0.67 4171 12000 -7829
208' DRAINAGE POND CALCULATIONS ~
Required'208' Storage Volume '
Impervious Area x.5 in / 12 iNft 1060 cu ft ~
:.f
50 year Volume Provfded 8850 cu ft ~
. . . ~
DRYWELL REQUIREMENTS - 50 YEAR DESIGN STORI '
~ Maximum Storage Required by Bowstring 1366 cu ft!
Number and Type of Drywells Required 0 Single 2 Double
INLAND PACIFIC ENGINEERING
. , .
50-year STORM `0BOWSTRING METHOD PROJECT: Rivervvalk 6th
PEAK FLOW CALCULATION PROJECT Riverwalk 6th DETENTION BASIN DESIGN BASIN: Basin C artd F
BASIN: Basin C and F Impu, I DESIGNER: TRW
Tot. Area 0.89 Acres DATE:
Imp. Area 8803 SF
C = 0.30
Time Increment (min) 5
CASE 1 ~Time of Conc. (min) 6.36
Outilow (cfs) 0.3
•.a.
60 ft Overland Flow Design Year Flow 50
~r~•,.,
Area (acres) 0.89
Ct = 0.15 Impervious Area (sq ft) 8803
; ^r•~i i :
L= 60 ft. '•"z;'=`;~i`~;:;"'C' Factor 0.3
n= 0.40 `;.;50-year Volume Provided 832
S= 0.010 Hv t;;`: <Area ' C 0.267
`.~~?"~a~E.`i `
Tc = 4.02 min., by Equation 3-2 of Guidetines
Time Time Inc. Intens. Q Devel. Vol.in Vol.Out Storage
230 ft Gutter flow (min) (sec) (iNhr) (cfs) (cu ft) (cu ft) (cu ft)
,`..`M
Zl = 50.0 M1:, Y , t' 6.36 382 4.11 1.10 561 115 447
7-2 = 3.5 x•x } ~'~i .
10 5 300 4.58 1. 600 3.20 0.85 ~ 180 444
S - ~'00 9 ~`E' ~i r . {
•»;a:
15 900 2.45 0.65 674 270 404
d= 0.160 ft. 20 1200 1.95 0.52 692 360 332
: 25 1500 1.62 0.43 705 450 255
A R Q Tc Tc total I Qc . „z` `i`....:~ 30 1800 1.56 0.42 804 540 264
z.a~:a~~•
35 2100 1.28 034 762 630 132
0.68 0.08 1 12 2.34 6.36 4.11 1.10 " ~40 2400 1.19 0.32 800 720 80
`~45 2700 1.08 0.29 816 810 6
Qpeak for Case 1= 1 10 cfs 50 3000 0.99 0.26 827 900 -73
55 3300 0.92 0.25 842 990 -148
60 3600 0.87 0.23 866 1080 -214
CASE 2 65 3900 0.82 0.72 882 1170 -288•
"`~"•""`~'r'i~" 70 4200 0.80 0.21 925 1260 -335
Case 2 assumes a Time of Concentration less than 5 minutes so that the 75 4500 0.77 0.21 952 1350 -M
«r.,,a. ` z;;s
peak flow =90(4.58)(Imp. Area) = 0.83 cfs 80 4800 0.75 0.20 987 1440 -453
85 sao o.7t 0.19 1048 1620 -572
~so
%
So, the Peak flow for the Basin is the greater of the two flows, • 95 5700 0.69 0.18 1074 1710 -636
1.10 cfs 100 6000 0 67 0.18 1097 1800 -703
"„;~t`r'~208' DRAINAGE POND CALCULATIONS
: z`~ ~
; ~z~;~~~~ ~ Required'208' Storage Volume
:~':~`5 Impervious Area x.5 In / 12 in/ft 367 cu ft
: ~z ; µ
:{S ~i wA
50 year Volume Provfded 832 cu ft
~I DRYWELL REQUIREMENTS - 50 YEAR DESIGN STOR
~~2ZZ Maximum Storage Required by BowsMng 447 cu ft
z~::...k.s Number and Type of Drywelis Requlred 1 Single
~,r.0 Double
INLAND PACIFIC ENGINEERING
50-year STORM ~ BOWSTRING METHOD PROJECT: Rivervvalk 6th
PEAK FLOW CALCULATION PROJECT Riverwalk 6th DETENTION BASIN DESIGN BASIN: Basin D
BASIN* Basin D DESIGNER: JDG
Tot Area 1.26 Acres ^ DATE: 06/10/96
Imp. Area 7170 SF
C = 0 40
f .....,...:...''.'J4:
x + Time Increment (min) 5
CASE 1 ' Time of Conc. (min) 8.34
'"~'e M~ Outflow (cfs) 1
130 ft Overland Flow Design Year Flow 50
, Area (acres) 1 26
Ct = 015 Impervious Area (sq ft) 7170
L= 130 ft. Factor 0.4
n= 0.40 A 50-year Volume Provided 794
Area . C 0504
S= 0010
Ms:: Tc = 6.39 min, by Equation 3-2 of Guidelines
Time Time Inc. Irrtens. Q Devel. Vol.ln Vol.Out Storage
225 ft. Gutter flow (min) (sec) (in/hr) (cfs) (cu ft) (cu ft) (cu ft)
Z7 = 50.0 8.34 500 3.43 1.73 1158 500 658
Z2 _ '
n= 0 016 5 300 4.58 2.31 928 300 628
S= 0.010 ~ 10 600 3 20 1.61 1242 600 642
w 15 900 2.45 1.23 1321 900 421
d= 0.190 ft " 20 1200 1.95 0.98 1347 1200 147
25 1500 1.62 0.82 1364 1500 -136
A R Q Tc Tc total I Qc 30 1800 1 56 0.79 1549 1800 -251
35 2100 1.28 0.65 1464 2100 -636
0.92 0.09 1.77 1.94 8.34 3.43 1.73-.- ~ 40 2400 1 19 0.60 1535 2400 -865
45 2700 1.08 0.54 1562 2700 -1136
Qpeak for Case 1= 1.73 cfs 50 3000 0 99 0.50 1582 3000 -1418
' 55 33~ 0.92 0.46 1609 3300 , -1691
60 3600 0.87 0 44 1653 3600 -1947
CASE 2 65 3900 0.82 0.41 1682 3900 -2218
70 4200 0.80 0.40 1762 4200 -2438
Case 2 assumes a Time of ConceMration less than 5 minutes so that the 75 4500 0.77 0.39 1812 4500 -2688
peak flow =.90(4.58)(Imp Area) = 0 68 cfs 80 4800 0 75 0 38 1879 4800 -2921
85 5100 0.72 0.36 1912 5100 -3188
90 5400 0.71 0.36 1993 5400 -3407
So, the Peak Flow for the Basin is the greater of the two flows, ~ 95 5700 0.69 0.35 2041 5700 -3659
1.73 cfs 100 6000 0.67 0.34 2084 6000 -3916
~
208' DRAINAGE POND CALCULATIONS
Required'208' Storage Volume •
Impervious Area x.5 in / 12 in/ft 299 cu ft
~sxsN?
x.a.r
50 year Volume Provided 794 cu ft
r
DRYWELL REQUIREMENTS - 50 YEAR DESIGN STORI
Maxlmum Storage Reqwred by Bowstnng 658 cu ft
......~,..~.'~"A Number and Type of Drywelis Required 0 Single
1 Double
INLAND PACIFIC ENGWEERING
50-year STORM BOWSTRING METHOD PROJECT: Riverwalk 6th
PEAK FLOW CALCULATION PROJECT Riverwalk 6th DETENTION BASIN DESIGN BASIN: Basin E
BASIN: Basin E r~ DESIGNER: JDG
Tot. Area 0 47 Acres DATE: 06104/96
Imp Area 5769 SF ~
C = 0 30
Time Increment (min) 5
CASE 1 Time of Conc. (min) 8.43
M Outflow (cfs) 0.3
137 ft. Overland Flow am: Design Year Flow 50
Area (acres) 0.47
Ct = 0.15 Impervious Area (sq ft) 5769
L= 137 R. C' Factor 03
n= 0.40 SQyear Volume Provided 438
S= 0008 Area ' C 0 141
Tc = 7.05 min, by Equation 3-2 of Guidelirtes
, v Time Time Inc. Intens Q Devel. Vol.ln Vol.Out Storage
105 ft Gutter Flow (min) (sec) (in/hr) (cfs) (cu ft) (cu ft) (cu ft)
..x;a;w...,.~..,.,,.
Z1 = 500 8.43 506 3.40 0 48 325 152 173
72 = 3.5
n= 0.016 5 300 4 58 0.65 260 90 170
S= 0.008 10 600 3.20 0.45 348 180 168
15 900 2.45 0 35 370 270 100
d= 0 120 ft. 20 1200 1.95 0 27 377 360 17
25 1500 1.62 0.23 382 450 -68
A R Q Tc Tc total I Qc 30 1800 1.56 0 72 434 540 -106
35 2100 1.28 0.18 410 630 -220
0.39 0.06 • 0.49 1.37 8.43 3.40 0.48 40 2400 ; 1.19 017 430 720 -290
45 2700 1.06 0.15 437 810 -373
Qpeak for Case 1= 0 48 cfs 50 3000 0.99 0.14 443 900 -457
55 3300 0.92 0.13 450 990 -540
60 3600 0.87 012 463 1080 -617
CASE 2 65 3900 0.82 0.12 471 1170 -699
~•~s,,,.,„,^~.,,~
70 4200 0.80 0.11 493 1260 -767
Case 2 assumes a Time of Concentration less than 5 minutes so that the 75 4500 0.77 0.11 507 1350 -843
peak flow =.90(4.58)(Imp. Area) = 0 55 cfs ~ 80 4800 0.75 0.11 526 1440 -914
85 5100 0.72 010 535 1530 -995
" 90 5400 0.71 010 558 1620 -1062
So, the Peak flow for the Basin is the greater of the two flows, ; 95 5700 0 69 0.10 571 1710 -1139
0.55 cfs 100 6000 0.67 0.09 583 18()0 -1217
DRAINAGE PONO CALCULATIONS ~
Requlred'2U8' Storage Volume
, ~w~~~~ Impervious Area x.5 in / 12 inJft 240 cu ft
50 year Votume Prowded 438 cu ft
. DRYWEIL REQUIREMENTS - 50 YEAR DESIGN STORI
Maximum Storage Required by Bowstring 173 cu ft
: Number and Type of Drywells Required 7 Sfngle.:
` 0 Double'
INLAND PACIFIC ENGINEERING
50-year STORM ~~--6'~'BOWSTRING METHOD PROJECT: Rivervvalk 6th
PEAK FLOW CALCULATION PROJECT Rroerwaik 6th '--DETENTION BASIN DESIGN BASIN: TEMP SAC
BASIH: TEMP SAC DESIGNER: JDG
Tot. Area 0.19 Acres ~ DATE: 06/10/36
Imp. Area 8483 SF w
C = 0 50
Time Increment (min) 5 ,
CASE 1 Time of Conc. (min) 5.00 -
OutFlow (cfs) 0.3
0 ft. Overland Flow Design Year Fiow 50
.--"Area (acres) 019
Ct = 015 wµ~^~m Impervious Area (sq ft) 8483
L= 0 ft • ~~'C' Factor 0.5
n = 0.40 50-year Volume Provided
S= 0.008 Area ' C 0 095
Tc = 0 00 mm , by Equation 3-2 of Gufdelines
W' 4Time Time Inc. Intens. Q Devel. Vol.ln Vol.Qut Storage
70 ft Gutter flow ' (min) (sec) (in/hr) (cfs) (cu ft) (cu ft) (cu ft)
x.~,'...~:a'~ c=__e__e =-cc==-- ===v__c_ c_c===== --=========-=----v ___===v_
5 00 300 4.58 0.44 175 90 85
Zi _ 50.0
Z2 _ 1
n= 0.016 5 300 4.58 0.44 175 90 85
S= 0.018 10 600 3 20 0 30 213 180 33
15 900 2 45 0.23 233 270 -37
d= 0.101 R. 20 1200 1 95 0.19 241 360 -119
25 1500 1.62 0.15 247 450 -203
A R Q Tc Tc total I Qc 30 1800 1.56 0.15 282 540 -258
35 2100 1 28 0.12 268 630 -362
` 0.26 005 0.44 0.69 5 00 4 58 0 40 2400 1 19 0.11 282 720 -438
45 2700 1.08 0.10 287 810 -523
Qpeak for Case 1= 0.44 cfs 50 3000 0 99 0 09 292 900 -608
55 3300 0.92 0.09 297 990 -693
' • 60 3600 0.87 0.08 306 1080 -774
CASE 2 65 3900 0 82 0.08 312 1170 -858
70 4200 0.80 0.08 327 1260 -933
Case 2 assumes a Time of Concentration less than 5 minutes so that the 75 4500 0.77 0.07 337 1350 -1013
peak flow =.90(4.58)(Imp Area) = 0 80 cfs 80 4800 0.75 0.07 349 1440 -1091
85 5100 0 72 0.07 356 1530 -1174
90 5400 0.71 0 07 371 1620 -1249
So, the Peak flow for the Basin is the greater of the two flows, 95 5700 0 69 0 07 380 1710 -1330
0.80 cfs 100 6000 0 67 0 06 388 1800 -1412
208' DRAINAGE PONO CALCULATIONS
• ~;,w~ Required'208' Storage Volume
Impervious Area x.5 in I 12 iNR 353 cu ft
50 year Volume Provided 0 cu ft,
:a:.,..
DRYWELL REQUIREMENTS - 50 YEAR DESIGN STORt
Ma)dmum Storage Required by Bowstring 85 cu ft.
~
Number and Type of Drywells Required 1 Single ~
" 0 Double
INLAND PACIFIC ENGINEERING
'
~
INFORMATION REFERENCED FROM
~ RIVERWALKS 2ND ADDITION
' DRAINAGE REPORT
~
~
~
~
~
~
~
~
~ _
~
~
~
~ ~ .
Inlay:d Pacific Engineering Co. Rivenvalk d th Addition Drainage Report
'
STORMWATER DISFOSAL AND BASIN SUMMARY
The Peak Flow, Bowstring, and SCS calculations on the following pages show the
required retention volumes for each basin. Listed below aze the basin summaries and
retention volumes provided.
BASIN A The peak flow for the 10-year design storm from Basin "A" of 0.81 c.f.s., will be disposed
of in Pond A which has a'208' volume of 498.4 cubic feet, and one existing Type "B"
drywell in sump condition.
BASIN B
• The peak flow for the 10-year design storm from Basin "B" of 0.88 c.f.s., will be disposed
of in Pond B wluch has a'208' volume of 1514 cubic feet, and two Type "B" drywells in
sump condition. (Note: Pond B and the included drywells are the combined requirements
of basins B and D.)
BASIN C
The peak flow for the 10-year design storm from Basin "C' of 0.46 c,f.s., will be disposed
of in Pond C which has a'208' volume of 291 cubic feet, and one existing Type "B"
drywell in sump condition.
~BASIN D .
The peak flow for the 10-year design storm from Basin "D" of 2.17 c.f.s., will be disposed
of in Pond "B" which has a combined '208' volume of 1514 cubic feet, and two Type "B"
drywells in sump cbndition. Note: Basins B and D shaze'the same pond and drywells to
take advantage of the common area an Tract B. -
BASIN E _
The peak flow for the 10-year desiga storm from Basin "E" of 0S1 c.f.s., will be disposed
of in Pond E which has a'208' volume of 326.7 cubic feet, and one Type "A" drywell in
sump condition. '
*-BASIN F 4-
The peak flow for the 10-year design storm from Basin "F" of 1.42 c.f.s., will be disposed
of in Ponds Fl, F2, and F3 which have a combined '208' volume of 762.9 cubic feet, and
one 1ype "B" drywell in sump condition
- Offsite
The peak flow for the 50-year desiga storm from the Offsite basin is 03 c.£s., as
calculated by the TR-55 Method. The total storage volume from the 50-year design
storm of 5,148 cubic feet will be stored in a cut-off- swale along the south plat boundary.
The total storage volume provide is 5400 'cubic feet. The cut-off swale is 0.6' deep with a
0.5' of freeboard. (See calculations, copy attached.)
_ Inland Pacifrc Engineerin& Inc. 5 Rivrrwalk 2nd Rddiaon - Drainage
~
~ Basin B consists of the impervious area on the north side of Indiana from Sta. 13+ 15 to
18+07. It also includes a portion of Tract "B", lots 1 through 3, and half of lot 4, block 3.
~ Basin C consists of the road impervious area on the south half of Indiana, from station
10+36 to 12+63, and the west half of Salmon River Lane from station 28+83 to 30+00.
~ This basin also includes lot 1, block 1, aad Tract "C'.
4-,--Basin D consists of the-impervious-area oa-Salmon River Lane from-station 28+83 to-
9+60, and the south side of Indiana from 13+38 to the easterly plat boundary at station
19+61. It also includes Tract "D", and lots 1 through 8, block 2. Basin D calculations also
include 3 future lots, and approximately 3701ineal feet of future roadway.
~ Basin E consists of half of lot 4 block 3 and Tract "E" w ll h r im ervi
, , , as e as t e st eet p ous
area on the west side of Snake River Lane from station 10+40 to 11+50, and
~ approximately 1501ineal feet of future street impervious area and one future lot.
asin F consists of Tract 'F', lot 1, block 4, the street impervious area flanldng both
~ sides of lot 1. It also includes the street impervious area on the north side of Indiana
Avenue for approximately 4801ineal feet of future roadway and approximately 6 future
lots.
~
The Offsite basin will be calculated using the TR-55 method due to the size of the basia
~ This basin consists of the area south of the plat boundary toward Mission Avenue. This
area slopes gradually toward the site at approximately 1%. At this time this property will
stay agricultural for the near future. (See Basin Map, copy included.)
~ STORMWATER C'AI.CULATIONS - ONSITE
~ The stormwater from the 6 onsite basins will be d.isposed of in '208' retendon ponds, and
Spokane County drywells as shown on the plans and in the attached Bowstring
Calculation Sheets.
~ Table 1 lists the tota, and impervious areas for the Time of Concentration and Peak
F1ow calculations.
~ Table 2 sum.marizes the reten n v
t' ~o olumes required for each basm as calculated by the
Bowstri.ng Calculations, as well as the depth, perimeter, area and volume provided for
~ each pond.
~
~
~
Inland Pacific Engineerin& lnc. Rivenvnik Ltd Addition - Drainage
~ 2
~
~ 1208' RETENTION VOLUME CALCULATIONS
~ '208' retention volumes were calculated using the followi.ng formula:
voiume (cu. ft.) _ (depth)(area) + (slope area) (perimeter)
~ TABLE 2-1208' RETENTION POND VOLUME C,ALCULATIONS
~ Rivezvvalk Second Addition
~ POND DEPTH AREA PERIMETER REQ'D VOL. VOL. PROV.
A 0.5 870 169 494.4 498.4
B 0.5 2855 231 1507.6 1514
C 0.5 1030 175 549.6 580.6
~ E 0.5 582 96 320.7 326.7
Fl 0.5 238 62 137.8 142.3
~ F2 0.5 204 58 120.5 123.8
~ F3 0.5 864 173 420.9 496.8
~
~ Note: 'Iypical sideslopes are 3:1 maximum.
Basins B and D share a'208' pond located in the common area on the north side
~ of Iadiana Avenue.
Ponds Fl, and F2 are intermediate '208' ponds designed to handle the upstream
~ impervious area only. These ponds will be built as part of future phases, but needed to be designed as part of this project.
~
~
~
~ - .
~
Inland Pacifu Engineerin& Inc. Riverwalk bid Addition - Drninage
~ 4
~
~
, _ . _ . . _ . - _ . _ .
` - ~ ~ _ - - • . \ .
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W BASIN F'
3 ~ 4 N suB-e,~siN _ ~ sue-
( SUB BASIN BA$IN 'Ft'
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I N ' B"
,
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,
. . . - - ~ - - - - - - - -
- - -
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- -
FT./FT. -
p .0080 FT.~Ff. 490' GU, y0080 f 1~
I3fAla A I AVERU~
„ .
280~ 595' cuTTER 0 .0080 FT./Ff. -
. . • . •
.
.
~ , •
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• " ~ _ . ~ _ " _ +Sj?~~ . _
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. ~ BAS I N f-~ ~
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3 4
~P~ 2 R.IVERWALK 2ND., ADD TION . . ~ . ~ .
. 2
i.•~~ ,
. • ; -
- - - . 2~~ ` • ~
;
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, ~o - -
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eH--SEcTFoN~-
_ FLOW ROUTED TO POND o'~ ~ t .
SE CORNER 0+~--McMILLAN LN. ~a ~
D INDIANA AVE.
U.
.
I
' PEAK FLOW CALCULATIONS PROJECT: Riverwalk P.U.D. 2nd Addn.
BASIN: BD
Tot Area 4.11 Acres
Imp. Area 36184 SF
C = 0.30
CASE 1
130 ft. Overland Flow
Ct = 0.15
L = 130 ft.
n = 0.40
S = 0.020
Tc = 5.19 min., by Equation 3-2 of Guidelines
~ 595 ft. Gutter fiow
~ Z1 = 1.0
- Z2 = 50.00
n = 0.016
S = 0.0080
d = 0.233 ft.
A R Q Tc Tc total I Qc
-
1.38 0.12 2.74 5.02 10.21 2.21 2.74
Qpeak for Case 1= " 2.74 cfs
" CASE 2
Case 2 assumes a Time of Concentration less than 5 minutes so that the
~peak flow =.90(3.18)(Imp. Area) = 2,38 cfs
~ So, the Peak flow for the Basin is the greater of the two flows,
2.74 cfs .
,
c.w
a
7_ Z
!
f
BOWSTRING METHOD PROJECT: Riverwaik P.U.D. 2nd Addn.
DETENTION BASIN DESIGN BASIN: BD
DESIGNER: SKM
DATE: 10i27
~
' Time Increment (min) 5
Time of Conc. (min) 10.21
, Outflow (cfs) 2
Design Year Flow - 10 ~ Area (acres) 4.11
{mpervious Area (sq ft) 36184
'C' Factor 0.3015
~ '206' Volume Provided
Area * C 1.239
Time Time Inc. Intens. Q Devel. Vol.ln Vol.Out Storage (min) (sec) (in/hr) (cfs) (cu ft) (cu ft) (cu ft)
~
10.21 613 2.21 2.74 2247 1225 1022
~ 5 300 3.1$ 3.94 1584 600 984
10 600 2.24 2.78 2232 1200 1032
15 900 1.77 2.19 2431 1800 631
~ 20 1200 1.45 1.80 2530 2400 130
25 1500 1.21 1.50 2561 3000 439
` 30 1800 1.04 1.29 2588 3600 -1012
35 2100 0.91 1.13 2603 4200 -1597
- 40 2400 0.82 1.02 2650 4800 - 2150 _
45 2700 0.74 0.92 2667 5400 -2733
50 3000 0.68 0.84 2703 6000 -3297
F
208' DRAINAGE POND CALCULATIONS
Required '208' Storage Volume - '
= lmpervious Area x.5 in / 12 in/ft 1507.7 cu ft
208' Storage Volume Provided cu ft
DRYWELL REQUIREMENT - 10 YEAR DESIGN STORM
Maximum Storage Required by Bowstring , 1032 cu ft
Number and Type of Drywells Required 0 Single
2 Double
,
}
.
,
PEAK FLOW CALCULATION PROJECT: Rivervvalk 2nd Addition
10-YEAR STORM INTERVAL BASIN: F
~ Tot Area 1.90 Acres
Imp. Area 16301 SF
CASE 1 C = 0.30
~
60 ft. Overland Flow
~ Ct = 0.15
L = 60 ft.
n = 0.40
~ S = 0.020
Tc = 3.27 min., by Equation 3-2 of Guidelines
~ 490 ft. Gutter flow
Z1 = 50.0
Z2 = 1.00
~ n = 0.016
~ S = 0.0080 -
~
d = 0.182 ft.
A R Q Tc Tc total I Qc
0.84 0.09 1.42 4.87 8.14 2.49 1.42
Qpeak for Case 1= " 1.42 cfs
~ CASE 2
,
Case 2 assumes a Time of Concentration less than 5 minutes so that the
} peak flow =.90(3.18)(Imp. Area) = 1.07 cfs
So, the Peak flow for the Basin is the greater of the two flows,
1.42 cfs
r:
1 g
,
BOWSTRING METHOD PROJECT: Riverwalk Znd Addition
DETENTION BASIN DESIGN BASIN: F
10-YEAR DESIGN STORM DESIGNER: B. Howard
DATE: 09/29
Time Increment (min) 5
Time of Conc. (min) 8.14
Outflow (cfs) 1
i Design Year Flow 10 -
Area (acres) 1.9
Impervious Area (sq ft) 16301
t° 'C' Factor 0.3
'208' Volume Provided -7'tz,q .
Area * C 0.570 .
c~
Time Time Inc. Intens. Q Devel. Vol.ln Vol.Out Storage
(min) (sec) (in/hr) (cts) (cu ft) (cu ft) (cu ft)
8.14 488 2.49 1.42 929 488 441
5 300 3.18 1.81 729 300 429
~s 10 600 2.24 1.28 978 600 378
. 15 900 1.77 1.01 1076 900 176
20 1200 1.45 0.83 1129 1200 - 71
25 1500 1.21 0.69 1149 1500 -351
30 1800 1.04 0.59 1165 1800 - 635
~ 35 2100 0.91 0.52 1175 2100 -925
40 2400 0.82 0.47 1199 2400 -1201
45 2700 0.74 0.42 1209 2700 -1491
- 50 3000 0.68 0.39 1227 3000 -1773
` 208' DRAINAGE POND CALCULATIONS
Required '208' Storage Volume
= Impervious Area x.5 in / 12 in/ft 679.2 cu ft
208' Storage Volume Provided -7uz.9 cu ft
DRYWELL REQUIREMENT - 10 YEAR DESIGN STORM
Maximum Storage Required by Bowstring 441 cu ft
Number and Type of Drywells Required 0 Single
1 Double
~
~
' i °7
~
~
1
, CURB INLET CALCULATIONS
~
~
~
~
~
~
~
~ ~ .
~
~
~
~ -
~
Inland Pacific Engineering Co. Kivenvalk 6t/z Addrtio» Drainage Report
'
m m m m m m m m m m m m m m m m m m m
208' POND CALCULATIONS
ProJect: Blackhawk Northwest
Date: 08-Jun-96
Designer: JDG
Upstream Carryover Accumul. Pond '208'
'208' Curb Drop Imper. Storage Storage Storage Type/ Storage Carryover
Sub-Basin Station R/L Area Req't Req't Req't Size Provided Downstream
Pond 13,00 21+84 L 3209 133.7 133.7 15X15 135.0
Pond A#A 20+38 L 2916 121.5 121.5 14X15 126.8
Pond F3 10+56 R 10101 4209 420.9 11.5x70 496.8
INLAND PACIFIC ENGINEERING
m m m m m m m m m m r m m m m m m m m
CURB DROP CALCULATIONS
Curb Drop Depression = 2 in.
Standard Curb Drop Length = 4 ft.
Upstream Gutter Roughness Reciprocal Depth Length
'208' Curb Drop Impervious Peak Slope Coeff. Cross slope of Flow Required
Sub-Basin Station R/L Area Flow S n Z Zln d* Qa/La'* Q/(Qa/La) Remarks
- - -
21+84 L 3209 0.21 0.0080 0.0160 50 3125 0.08 0.058 3.64
f~ :PoNp A 20+38 L 2916 0.19 0.0080 0.0160 50 3125 0.08 0.056 3.43
F3 10+56 R 10101 0.66 A 4' inlet $F-MdMhas
capacity to handle 4.0 ~
when located ina sump
INLAND PACIFIC ENGINEERING ,
i~
• t-,~.~1~ I~lED _i<: , _.,`•:;i{i -
ti . ~
2 4~gg5 REQUEST FOR DESIGN DE~~'ION
. $30.00
- _ -1.~ E•C•---- - = - - . _--_~~-rE June~2s,,-x19193--.
ROAD NAME See Attachment Afi $ CRPJRW # NIA
NAME OF PLAT Rivervalk PUD - " ' Plat # ZE-92-81
• ADDRESS OF BLDG N/A
NAME OF BLDG PROJECT N/A BLDG# B9 S 8 T 25 R 45
FEDERALJSTATE PROJECT # N/A - 'PROJECT LIMTTS N/A
EXISTING CONDTTIONS: PROPOSID IlWROVEMENTS:
ROAD WIDTH N/A See Attachment A. B. C. & D
ROAD SURFACE 'N/A " See Attachment A. B, C, b D
AVG. DAILY TRAFFIC NlA P/A
Current Traff'ic Count Design Year Traffic Count
PROJECT DFSCRIPTION Riverwal]c Pliase 2 and 3 is a 90 lot PIID with private interior streets
and.access to the project from India.na Avenue. Improvements include public sever, vater,
street, and drainage improvements.
PROPOSED DESIGN DEVIATION please see Attachment "'A°
NSTIFICATION:
Please see Attachment "A„ and °B°
SUBMITTED BY In7-and Pacific Engineering Co. DATE June 28, 1995
ADDRESS 707 West 7th Avenue, Suite 200, Spokane, iIA _ ZIP -CODE 99204 -
PHONE # (509) 458-6840 ~
ADMMTRATNE VARIANCE FEE OF $30.00 PAID TO SPOKA,NE COUNTY
1026 -W BROADWAY, SPOKANE WA 9926Q-0170 PHONE (509)455-3600 FAX (509)324-3478
-REQVESr wnJ. rro'r $E ~ VMOUT FUNDS- DATE -7
CASH/CHECK # RECEIVED BY
- c~' ~ `
twhdadpden a,93
~ ( •
DESIGN DEVIATION •
STAFF RECOMMENDATIONS -
~ECm ryt/~vo PfW!#, lY rr4 -rWlE S~n,..t
e5, :~L~.- / S&L
&,Igb "to .at vr{-r~ J1PAJF0c
\ . . . . .
, . .
Approved Approved w/conditions Not Approved
.
w
Project Manager ~ Date
A DP"Prt.c 4T E i..r lTd-J ►4-9a zJ~6r CofvO~ Tr o•~l -
Approved Approved w/conditions Not Approved
C.J, l~ - -as r~
Y~
Planning & Traffic Engineer . Daze
144
~l
Appmved Appr ed w/conditions Not Approved .
)
~
Project Management Engineer Date
Approved Approved w/conditions Not Approved
7 !
Ope tions Engineer Date =
SPOKANE COiJNTY. ENGDIEER'S. . .
DETERMIINATION:
-
4 421crwlf
.
_ . . . . 7 . - .
Approved w/no oonditions Approved as reoommended above Not Approved '•t ~
i
' c _ .~~w s... " 't .i ~':f. J . i '.r : ~ . ° . iv i ° 7:-••-/~~° '
ML.J~
~
SEokaae Counry Eng~~neer l. :"Date
~ = ,,.:i~....... • ! f -`Y - i ` . lR ..1..7 ~ c . : ~ 1F t . .
3.19 NOT USED
3.20 CURB RAMPS
The Sponsor shall construct ramps to provide passage of disab{ed persons. The ramp
shall be constructed in curb and sidewalk at all comers of intersections. Ramps shall be
constructed at other crosswalk locations. Ramps shall be constructed as shown on the
Standard Plan entitled Curb Ramp.
I 3.21 NOT USED
3.22 PRIVATE ROADS
A private road is a privately-owned vehicu{ar access route servin more than three fots,
I parcels or tracts which do not have frontage on a public road righ~ of way. Private roads
vinthin mandated non-attainment areas for suspended particulates shall be paved. Private
roads in all other areas shall provide an all-weather driving surface. The traveled way is N•
{ the designated fir.e lane. Spokane County will not review the plans of private roads,
` inspect tFie construction of private roads or maintain private roads.
~ Private roads will be permitted when provided for in appropriate ordinances or at the
discretion of the County Engineer when:
1. At least gng of the following conditions exists:
A. Existing abutting development precludes the construction of a public road, t
or ►
r
B. Development of a public road is undesirable because of topographic, ~
geological or soil conditions, or
C. The roads are within a private development with a corporate identiry, such
as a P.U.D., or industrial park. -
D. Neighborhood traffic arculation and lot access can be met more logically by
private roads than by public roads.
,
2. Title notice have been approved and recorded with the County that provide far ~
maintenance of the private roads and associated parking areas by owners in the ~
development, and '
A. A ten (10) foot easement shall be provided for on each side of the roadway
for roadway maintenance and utilities, and
~
B. Pcovision is made for the roads to be open for emer9encY and public service ~
vehicle use, and .
C. The title notice shall include language indicating that the county is not ~
responsible for maintenance of the pnvate road, and D. The private roads will not obstruct public road circulation. i
~
~
~
Spokane County Standards Page 25
January 1995 , ,
~ ,
~ Private road design plans, drainage studies, draina e plans and appropriate calculations
shall be submitted by the sponsor to the County ~ngineer. All submittals shall bear a
certification by the spon3or's Design Engineer that they were prepared in conformance
~ with and meet the requirements of these Design Standards and the Guidelines for
Stormwater Management. Prior to private road construction, the Sponsor must acquire
acceptance for any private development drainage plan that. impacts the public road
rights-of-way in accordance with Section 5.01. Submittal reqwrements and procedures
~ sfiall be as prescribed by the County Engineer.
Record drawings of private road and drainage improvement construction shall be
~ submitted by the sponsor to the County Engineer. All record drawing submittals shall
bear a certification by the sponsor's Construction Engineer that construction was
performed in conformance with these standards, the provisions of section 9.10, and the
~ Guidelines for Stormwater Management.
3.23 NOT USED
~ 3.24 DRIVEWAY APPROACHES
~ 1. GENERAL
A. Private driveways provide primary vehicular access from a roadway to up
to three lots. Private driveways shall comply with Section 3.0-5.050 of Title
~ 3 of the Spokane County Code as amended.
B. Every driveway approach must provide access to an off road parking area
~ located on private property. The driveway shall be of sufficient length so a
vehicle in the driveway does not project into the road right of way, sidewalk,
~ or pathway.
C. Public or private driveways in industrial, commercial, multiple family,
~ church, or any like use shall be consUucted to allow vehicles to exit without
backing out onto an arterial road.
~ D. Driveway approaches shall be constructed to avoid interference with
existing drainage inlets, culverts, road lighting standards, utility poles, traffic
regulating devices, fire hydrants or other public facilities. The applicant
~ shall bear the cost of relocating any such public facility. The agency
holding authority for the particular strudure shall decide how the facility will
be relocated.
~ E. The total width of all driveway approaches on a road for any ownership
shall not exceed 50% of the frontage of that ownership along the road and
~ shall not be more than two in number except as allowed under Section 3.24
1 G1. Refer to the Standard Plan entitled °Cement Concrete Approaches°
~ for approach dimensions.
Spokane County Standards Page 26
~ January 1995
~
.
~i EXHIBIT "A"
" Proposed Design Deviation #1
This request is to allow the final plat known as Riverwalk P.U.D. to be reviewed and
approved under the recently adopted "Application Procedure" as described in the 1995
Snokane Countv Standards for Road and Sewer Construction. The project will be
designed in conformance with the road sections contained in the EXTENSION OF
TIME and the preliminary plat (PE-1414-81/ PUDE-1-82/ ZE-92-81).
Justification
~
The recent adoption of the 1995 Snokane Countv Standards for Road and Sewer ~
Construction has left some preliminary plats in a crossover status from the old standards
to the new standards. Therefore, to maintain continuity in the project, we propose the
entire north half, including Indiana Avenue, to be reviewed under the same review
process.
Pmposed Design Deviation #2
This request is for the approval to construct the private streets and Indiana Avenue as
shown on Attachment B. (Please See Attachments)
~
Justification
Due to the development of the north half into two separate communities we would like
to get 2 private roadway sections approved. The first section includes the 6' walkway
delineated in the roadway area, while the second includes an integral sidewalk behind
the curb, with an alternate section for a planting strip. These are described below.
A) Interior private streets: For the empty nester community, the paved walkway will be
delineated by a paint stripe to separate the driving lane from the paved pathway. This
will give the empty nester community a different look than the other areas of the project.
B) Interior private streets: For the non-empty nester community (general family
community), a sidewalk will be placed on one side of the roadway adjacent to the curb,
with an alternate planting strip section available.
C) Indiana Avenue: The existing cross section is constructed with Type "B" curb and
gutter as shown on the North Idaho Engineering plans, with 40' face of curb to face of
curb. We want to keep continuity with this cross section for the entire project.
to
INLAND PACIFIC ENGINEERING, INC.
August 15, 1996
W.O. 96083
Office of the County Engineer RF, CEIc~~ ED
Engineering Development Services
1026 W. Broadway Ave. AUG 1 5 1996
Spokane, WA 99260-0170
SpOKANE CUUNri ENGINEER `
Attn: Ed Parry, P.E.
Re: Riverwalk (PE-1414-81/95)
Riverwalk 6th Addition: 2nd Submittal
Enclosed please find the submittal package for Riverwalk 6th Addition. We request your
acceptance of this package as submitted.
Enclosed you will find the following: a submittal checklist; two revised sets of the street
and storm plans with the revisions marked in color; two copies of the revised drainage
reports with the revisions tabbed; fire district approval letter; design deviation, legal
descriptions of easements, geotechnical results, and work authorization and agreements
with notarized signatures. The drainage reports have the pages tabbed that reflect the
correction of overland flow length from 35 to 60' within Basin C.
Sincerely,
INLtND P ~qC ENGINEERING COMPANY
~
.
Todd R. Whipple, P.E.
TRW/jdp
enclosures
cc: Mike Hume, Bryan Walker and Bob Tomlinson, Tomlinson Black Group
file
707 West 7th . Suite 200 2020 Lakewood Dnve • Surte 205
Spokane, WA 99204 Coeur d'Alene, ID 83814
• 509-458-6840 • FAX: 509-458-6844 208-765-7784 • FAX• 208-769-7277
-
Ito
INLAND PACIFIC ENGINEERING, INC.
~
July 8, 1996 RECE11/IEp '
W.O. 96083 JUL p 9la
Office of the County Engineer SPOKANE COUNn ENGlNM'
Engineering Development Services '
1026 W Broadway Ave.
Spokane, WA 99260-0170
Attn: Ed Parry, P.E.
Re: Riverwalk (PE-1414-81/95)
Riverwalk 6th Addition
Enclosed please find the submittal package for Riverwalk 6th Addition. At the request of our
client, please accept and review the above referenced information as required under the recently
adopted Spokane County Standards for Road and Sewer Construction. Our client has reviewed
the plans, but has not yet signed them because they are only bond copies. We would like for him
to only sign the final mylars. If this is unacceptable, please return the plans for his signature.
Enclosed you will find the following: a submittal checklist; two sets of the street and storm plans;
two copies of the drainage reports; fire district approval letter; design deviation, legal descriptions
of easements, geotechnical results, and work authorization and agreements with notarized
signatures.
Sincerely,
INI.j1ND PACIFIC ENGINEERING COMPANY
~ • r
Todd R. Whipple, P.E.
TRW/jdg
enclosures
707 West 7th . Suite 200 2020 Lakewood Dnve • Swte 205
Spokane, WA 99204 Cceur d'Alene, ID 83814
509-458-6840 • FAX. 509-458-6844 208-765-7784 • FAX• 208-769-7277
-
♦ v v . v r . i • . . . _ v r v v r . ~ ~ ~ . v • w . r . rr. . u r. L . +
SPOKANE YALLEY FiRE OEPARTMENT
~ Spokane County Fire Protectlon District No. 1
10319 EAST SPRAGUE AVE. • SPOKANE. WA 99206-3676 •(509) 928-1700 • fAX (509) 927-2227 ~
R. Pa1 Humphrles
Chlot
May 30, 1996
Department vf Buildinq a Planning
Louis Webster
1026 w. Broadway
Spokane, WA 99260
RE: -1414-81
Fiverwalk 6 and 7th Addition
Dear Mr. Webster,
ok to release. Water and access plans have been revieMed.
Sincerely,
34.4,
Paul Chase
Fire Marshal
PC/md
cc: Bruce Howard
Inland Pacific Engineerinq
` _ ~