SPRAGUE E 17217 APPLEWAY HOMES MOBILE HOMES SALES
SPRAGUE E 17217
oAI-E F,NALED ENGINEER'S REVIEW SHEET
CHECK WHEN LOGGED IN FINAL '
BLDG. PERMIT #-or -FILE# B95052-ql;
Related File #
Date to Review 4-3-95 Time 11:00 # PRE-APPLICATION
Date to AA & DR Time
Date Received 3-7-95
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Project Name APPLEWAY HOMES MOBILE HOMES SALES . No. Lots No.Acres
Section - Township - Range
SITE ADDRESS SPRAGTJE E 17217/E fLORA PARCEL # 18553-0822
f,~~ ~5 (a -F 3gcr
Applicant's Name ROBERT WILBUR/CENTERLINE CONST Phone # 208)772-6228
,S", ~Psc•~ ~•y ld& r -3a,3 C-e~ ~j0 -oZ(o
# 9076- ,3aa
Address PO BOX 1138 RATHRUM ID 83858 Work #
Date Conditions mailed
Contact person Phone #
FLOOD ZONE ✓ NO W S SCHOOL
Engineer / Surveyor's / Architect's Name
Planning Contact Person Phone # 456-2205
Date Submitted Description Initials
, .
S R PRIORITY FEE COMPLETED COPY TO ACCOUNTING ~
~ ~ -2G~REEMENT TO PAY FEE
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FINAL PLAT FEES COMPLETED & COPY TO ACCOUNTING
/5rNOTICE TO PUBLIC # 1 3 406 CQMPLETED - OR NEEDS TO BE SIGNED
/ 'TS-- DESIGN DEVIATION SUBMITTED
ALTERATION TO PLAT - BLOCKS & LOTS
BOND RELEASED -ROAD & DRAINAGE IMPROVEMENTS
HEARiNG 6XAM _APPROVCD _DENIED-_APPEALED B13C / PROJECT _APPROVED _DENIED
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t KClOR~r O, 4/3/95 PRC-AI1LICA''10~1 CONtLRLNCL' RECEIVED
17217 E. Sprague Avenue ApR 1 2 1995
, .
~ rranF, ~ ADDRI:SS ~ CITY ~ sTA•rr-. ~ ZW ~ SPOll COU"ITYCo NGINE
NTACT
OWNER lGeruld Tibcsar IP.O. Box 1990 lHaydcn ~ ID ~ 99204 1 208-772-8538 ~
ARCIi1TECT ~Len UrgelciUKi,lcwood Arch IP.O. Box 1138 1 Rnthdrum ~ ID ~ 99201 ~ 208-772-6228 ~ X
PIZOJECT OV[:RVII;W
Applican[ proposes to develop this site for the rctnil sale of manufactured homes. Existing building will be removed. Applicant anticipates
15-20 display units at any one time. Display area is lo be graveled and site is to bc fenced with gates on Main and Sprague.
SUMMARY OF PR01'osrn
accu-
IAND USE f'ANT CONST FIKE
PARCEL ZONE AGTIONS 7YPE BUILDING U3E SQ.IT. GItOUP 7YPE FLOW WATER PURVEYOR / 1'HONE
33183.0814 ~ B-3 ~ 2E-163-79C I New IMnnf. Nome ~ B-2 I VP1 I I
55I83.0822 I I I Iretail saks lot ~ ~ I I
DISCUSSION TOPICS
Iclari(ications, additions, and corrections to written commente)
DIVISION OF BUILDIIVGS - ZOIVING REVIEW (456-3675) CONTACT: LORNE LAKSHAS
* Written comments were prepared & a copy given to the applicant.
* Aggregation of parcels is not necessary if proper easements are filed with the County Auditor's Office
* Calculate number of parking stalls on revised site plan.
ENGINEERING & ROADS (456-3600) CONTACT: PAUL LENNEMANN
* Written comments were prepared & a copy given to the applicant.
* RID agreement is required for Sprague Avenue. _ * A 15ft right of way dedication is required.
* Submit a copy of recorded property deed.
* Contact SCAPCA (Spokane County Air Pollution Control Authority) regarding a paving waiver.
* Roof drainage from each manufactured home and existing house is required to drain into a"208 swale".
HEALTH DISTRICT (324-1560) CONTACT: DARYI, WAY
* Connection to public water is required.
* Display models are not to be within drainfield.
* Obtain permit for an inspection of building sewage disposal line.
* Contact Valley Garbage regarding placement of dumpster.
FIRE DISTRICT NO.1 (928-2462) CONTACT: PAUL CHASE
* 1 new hydrant is required at Sprague on the east side of the entrance. ~
* Knox box is required to be installed on the gate.
DIVISION OF BLJILDINGS (456-3675) CONTACT: BOBBY STONE
* Written comments were prepared & a copy given to the applicant.
* For information on the Americans with Disabilities Act, call 1-800-435-7232.
* The Building Department is ready to release their portion of the permit.
SEE REVERSE FOR PERMIT RELEASE REQUIREMENTS
:
~ PERMIT RE, LEASE REQU[REMENTS
Please subntit seven (7) sets of revised site, draiiiage, aiul laiidscupe plaits plrx t/rree (3) complete sets of co►z.sttuction drawings tn
the Departmeiu of Buildings for aclatowletlgmeiu auid disti•ibutiaz to all t/re approprrute ugeiicies. Iii urder for all agencies
to exPeditiously process your project, it is i»iportafit tliut submittuls include all rcecessary drawiiigs aiul docunieius to iii.srire
drat review of your project is completed iti the least amount of tirt►e. Docunreiits shoult! include: buikliitg uddress aiul legul
descriptioi: of property.
Spokane County's Project Review Coordinator will be John Larson at the Div. of Buildings (456-3675).
IZONING IENGINEERS I HEALTH I FIRE I BUILDINGS
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2 1 IDimension travel lanes ~ X
3 1 lExterior ligliting/direction of illumination ~ X I I I
4 1 lExterior refuse areas + screening ~ X
S 1 I Exterior storxge areas ~ X
6 1 lLandscapin~ (location, species, size) ~ X I I I I
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8 1 IParking stalls (number, striping, dimension, clirectional arrows) ~ X I
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16 1 ISet aside for future road improvements X I I ~
17 1 IFire hydrants (location & number) X I
18 1 IHandicap parking stalls & accessways (into & witlun bldg) X
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201 lAgreement to pay fees & minimum recuirements list ~ X
21 1 jApproach perniit for access to county roads X
22 1 (Recordecl property deetl X
23 1 IRight of way declication X ( ( ~
24 1 ICritical Materials list X X
25 1 ISpecial Inspection forms
26 1 ISpecial NREC Plan Reviewer/Inspector X
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Signature of ~o a
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Project No:
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i t Page 1
OFFICE OF THE COUNTY ENGINEER
SPORANE COUNTY, WASHINGTON
Project:Appleway Homes sales lot Date:4-3-95
Address:17217 E. Sprague Ref No.B95052
Parcel No:55183.0822-.0814 Review Pre App
The County Engineering Department has completed a review of
the above referenced project. The following information must be
provided in order for us to proceed with our review.
A) For any new impervious surface area a drainage plan
for the site shall be prepared in compliance with
Spokane County "Guidelines for Stormwater Management". At
a minimum the plan must contain:
l. Drainage calculations for Stormwater volumes
generated on site.
2. Calculations for total impervious surfaces
contained within the site.
3. Finished grade elevations for structures to be
constructed on site.
4. Finished grade elevations at the top and bottom of
the 208 swale.
5. A typical cross section of the 208 swale.
6. Calculations to justify the number and type of
drywells proposed.
7. Elevation of drywell inlets where applicable.
8. Copy of the proposed landscape plan.
B) The subject property is affected by the "Findings and
Order" and the "Conditions of Approval" for the following
land use action:
Spokane County Zone Change No. ZE 163-79C
C) The following improvements within adjacent Right of Way
are required prior to the release of a building permit:
1. You must submit road and drainage plans for street
improvements. These must be prepared by an
engineer. Plans must be prepared for the following
streets:
a. Sprague Ave, Typical Roadway Section #1
Mnonj Avc, it i• ,
6-
All required construction (sidewalk/curbing/pavement) within
the Public Road Right of Way is to be completed prior to the
release of a building permit or a financial guaranty in an amount
estimated by the County Engineer to cover the cost of
construction or improvements shall be filed with the County
Engineer. Required plans are to be submitted prior to estimating
the amount of the financial guaranty or permit release.
2. As an alternative to the required road improvements
the County will accept an RID/CRP agreement
Page 2
, •
"Notice to Public No. 6" on the property. SPA-&ie oNll
3. Applicant shall dedicate 15 feet on sprague for
right of way purposes.
4.Please submit a copy of a recorded property deed
from the Auditors office for the subject property.
Upon receipt of the deed our staff will prepare the
right of way deed and/or the RID/CRP agreement.
S.Approach permits must be obtained, after a site
plan has been approved, and before the issuance of
a building permit, from the County Engineering
Department for any new or improved driveway
approaches to the following streets:
a.Sprague Ave.
D) Insuff icient information was submitted with the proposal.
We are unable to proceed with our review. We will need
the following before we can proceed:
1. Site Plan.
2. Drainage plan as specified.
3. Other information:
a. A parking and traffic circulation plan shall
be submitted and approved by the Spokane County Engineer. The
design, location and arrangement of parking stalls shall be in
accordance with standard traffic engineering practices. Paving as
required by the County Planning Ordinance, will be required for
any portion of the project which is to be occupied or traveled by
vehicles. It is illegal to back out onto the Right of Way.
E) Utility Condition: Permittee is responsible for arranging
for all necessary utility adjustments or relocation as
required for completion of the improvement.
F) The owner of the property or the authorized
representative must complete and sign Spokane County
Engineers "Agreement to Pay Fees". This document must be
returned to the County Engineers Office. Plan review will
not be completed until this document is executed. This
document is attached to these comments. Please return
the completed Agreement to your contact person at the
Engineers Department.
The applicant or their representative is responsible for
including each item that is marked "Required By This Project" in
their submittal in accordance with the checklist descriptions.
Each item submitted that is to meet the checklist shall be
checked off by the applicant or their representative. Submittals
which do not conform to the above requirements will be returned
for further items with no review being accomplished. This will
prolong the review process. If changes occur in the requirements
for the project because of further conversations with Spokane
County representatives, please attach a note explaining the
agreed upon change in requirements. When the applicants'
submittal is finally approved, the Engineers department will
release their portion of the Building Permit.
. • .
.
, . Page 3
Your contact person at the County Engineering Department is
Paul Lennemann, 456-3600.
REVIEW COMMENTS
SPOKANE COUNTY ENGINEER
DEVELOPMENT ENGINEERING SERVICES
PROJECT #:B95052 REVIEWER:Katherine Miller
PROJECT NAME:Appleway Homes DATE:04-11-95
ADDRESS:17217 E. Sprague Avenue REVIEW 1
CObdAENTS
1)Road plans showing the road; profile, section, and plan view. See
current road standards sections 2.03 through 2.05 for required
details.
a. 100 foot minimum tapers.
b. Roadway drainage calculations, inlet calculations.
c. Grades less than .8o will need to have a design deviation.
d. Include a note that existing road will be saw cut and
. matched.
e. An "R" value will need to be obtained to determine the base
material required.
NOTE: After road plans have been finally approved a Mylar will need
to be submitted.
2) Permit to work in to Right-of-Way on Main Ave is needed.
3) A$9400.bond for road improvements is needed.
4) Drainage easement will need to be obtained for the County road
runoff draining to the onsite swale.
5) Please call me about the east and southeast basins and
accompanying swales.
6) Approach permits.
1
Spokane County Engineers Project: APPLEWAY
1026 W. BROADWAY AVENUE Job No,: 695052
Spokane, WA 99260 Disc.No.:
File Name:
TYPICAL SECTION DATA 27-Apr-95
Roadway half width ENTER--> 20 11:59 AM
Road Name ENTER--> MAIN AVE
Left or Right ENTER--> RIGHT
Curb Type TYPE B COUNTY
Station Interval ENTER-> 25
MINIMUM MAXIMUM
Curb EL. Curb EL. Edge Pave.
CENTER % SLOPE EDGE DIST. % SLOPE EDGE DIST FROM (4.5% (-2% to Gutter
LINE CENTER- PAVEMENT CIL TO CIL TO PAVEMEN EDGE PVMT from EIP + FROM EIP + SELECT- Design Top Curb
STATION ELEVATION LINE ELEVATION E/P EDGE PAVE % SLOPE TO CURB CURB HGT) CURB HGT) ED ELEV % GRADE % Grade
10.00 28.31 28.26 9.00 -0.56 11.00 28.22 28.46 28.21 -4.58
10.50 28.44 26.00 28.34 9.00 -1.11 16.00 11.00 28,30 28.54 28,37 -3.74 32.00
10.75 28.59 60.00 28.45 9.00 -1.56 44,00 11.00 28.41 28.65 28.46 -3.95 36.00
^ 11.00 28.66 28.00 28.54 9.00 -1.33 36.00 11.00 28.50 28.74 28.54 -4.05 32.00
11,25 28.71 20.00 28.56 9.00 -1.67 8,00 11.00 28.52 28,76 28.62 -3.42 32.00
11.50 28.74 12.00 28.51 9.00 -2.56 -20,00 11.00 28,47 28.71 28 70 -2.05 32.00
1,11, 75 28.85 44.00 28.60 9.00 -2.78 36.00 11.00 28.56 28.80 28.79 -2.05 36.00
12.00 29.00 60.00 28.77 9,00 -2.56 68.00 11.00 28,73 28.97 28.87 -3.00 32.00
12.25 29.11 44.00 28.85 9.00 -2,89 32.00 11,00 28,81 29.05 28.95 -3.00 32.00
12.50 29.25 56.00 29.01 9.00 -2,67 64.00 11.00 28,97 29.21 29.04 -3.74 36.00
12.75 29.21 -16.00 28.97 9.00 -2.67 -16.00 11.00 28.93 29.17 29,12 -2.47 32.00
13.00 29.21 0.00 29.01 9.00 -2.22 16.00 11.00 28.97 29.21 29.20 -2.05 32.00
vAR1ANCL # APPLICANI'S VAMT=
BC.DG # ~
OTHER # MAILING AD D RLSS
S T , R
PARCEL # PHONE - HOMr
ROAD NAlti1E PHONE - WORK
The following documents are needed before the Spokane Counry Engineer's Department can begin processing your
variance or buiiding applicatioa as approved. (509) 456-3600
AGREEMEiv'I' TO PAY FEES have been collecied.
RECORDED COPY OF DEED, DEED OF TRUST, cvntract or coaveying instrument. 1hese may be
obtained from the Counry Auditor, 2nd floor of the Courthouse. _
LEGAL DESCRIP'TION of your access easemenL "A LISTING OF NAMES of individuaLs who will be signing the documents. These individual aames-
should appear as the person(s) legally sign their dame. _
A CL;fR'EtENT A.SSESSOR'S MAP which depicts the location of your property.
OWYERSHIP iNIICRO-RUN. These may be obtained frvm the County Assessors, lst IIoor, of the
Courthouse, Jeffersoa entrance, 2nd door on the left.
The necessar,y documents wiil be prepared by the Engineer"s Department, Right-of-Way Section, upoa provisioa of
the information noced above. You wiIt be ❑otified when the documents are ready for signature. The documents may
be sent to you, however, IT SHOULD BE NOTED T'SAT ALL SIGNATIJRES MUST BE YOTARIZED. The
Engineer's Department does have notaries available if you choose to sign the documents at our office.
Ptease call when ready Piease mail when ready
Notice to PubGc Right-of-Way ,
COMMEvT'S
Right-of-Way Agenc Focwacd to you from
k1plMotix.192 '
SPOKANE COUNTY I?EPARTMENT OF BUILDINGS
DATE
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a Ff.FT TIIF'.ItE:OF' CONVEYED TO SPOKANE COUNTY, IIY INSTftUMF.NT DAT'F.D JUNF 21, 1951, i
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~ SAID CAMPANY FOK CUNSTRUCTION AND rL1INTF.;1AyCE OF IttRICA'CIqN rI.IJmF:ti, nITC11F:5 ANn !'Ii'F:I.IVEti, .
UVFIt ANQ ACItOSS SAII) 1)F.CCRTtfED 1.ANQ FOR TIIE IRRiGATIOY OF 5J1in 1.ANf) AS WF:I.I, Ati OTIIMR I.ANf)ti. ,
WITIt Till: KLGHTS AND PRtVI1.ECF.S TO FNTFR UYQy S,1TD I,ANp FOR SIIRVFY. I.qCA1'I(1N, Cc)YSTRUCTIUN. ~
ANU REPA(k 0F SAtD I12RICATTON CONnUITS, EITIIFK 11Y TIiF. C4`II'ANY, OK BY TIII: UWN1:lt qR t)WVF:Itti (1F '
LANpS 5l:RVF:R 1!Y THFM, T►lC F@I.l.OhiNG IS CQVFN!1NTED'ANp ACRFF.U l!F'fWF:Ey TIIE 1'r1NTiF:S TQ 'I'HIS ~
INDF:NTURf ANU DU1UF: A CONt)ITIUN ANq CUVC.4ANT ItUNNiNC W[TN TIIF. 1.,1ND Hl:FtEIN CONVF:YF.U, l) THAT AI.I.
IlUI1.uINCS IIUII.T ON T.c)TS 17 TO 34, INCI.USIVE IN 1li.OCK 12, A\D I.OTS 'L/i TO 46. INCI.Utim. 1N ~
111.OCIC 15, 511A1.1. NF. CUNSTRUCTF.D OF IlRTCK UK FIkF.-pR001' ?fAT'EIIIAI.. NQ p6'F:I.I,IC SIIAI.L EfF: ERf!fiTF.U
U}t :'EhMiTTEp TO Rf:MAIN ON SAID LAND OF I.ESS COST TIIAN $1500.00; IIOUEVF:R A T'EM!'0l61RY IIUUSF MAY ~
l41: IiUI1.T ANI) USF.b FOR NOT TO I:XCEED 'n40 !'l:ARS. ALt. ffUILniNCS MUtiT NE PAINTEn narn STAiNF:U.
A9' I.FAST ONE-IIAI.F OF SAIQ i.AND SHAf.L I3F IMI'ROVEI) 411T}ILN TNQ YEARS t'RO'lt TIIF. DAt'r OF PUFtC1iAS1:. .
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7'lii:itl•:UN W. !Il'tC11CUCK ANU twetnre mr. 11►e underolrnod, n N„tn►y 1'ubfic'iri nml f(ir l)1o State of 1Voeh•
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of With(noon
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Cu~.au~e.I~p _ SI'OKANE, WA 9q2Q6
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~ Mln~~rn~l~lr~~•viv 172:0 E. NA1N J1VF.NIIF.. GitEENACRFS, WA 99016
' • NSA ~ 1:.~O1l Six It Avunlue,.ticit lUci ~\Vn«I inplon, nnd`.ONIr1 'wn ~I~r~~~~~c)~i h~NI)~ ~f~.t1lt~Th,1 lj~:~~l.~~`I~Irre• i~ ;
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~ I.OT H. BLt1CK 19, Cc1Kf1IN 11DpiT1qN TO CRF.fNACitES, ACCOKpIKG TA I'1.11T RECUkI)Fp 1N
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~ Iti:CU}tDlm .IUI.Y 27, 1951. UNUh:R AUnITUR'ti F11.F. y0. 4504711. ~
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~•n~~~ni., li~~rr~lit:i~nriil.. nnil ii~i~►u~lrnnnrr~ nnw or I►oreoltrr lhrwunlo lirlnngink or io iiny wixv :ipl,i-r• :
triitiing, nnd Ilir rrnl~. issui-ti nnd prufilv Ihrmof. `
I'lii-4 ili-i i) i. Iooi ~li~- pun•lm.v of .rciu•ing pnerforinonrr o( rnrh ogmi,mvnt #if gnintnr hrrrin conloinrd. und
UNI: IIUNUItf:l) STXTY I:wII'C "l'lIUUSAND F1V1: IIUNI)Itl:l)DoIlurti 1$ 168,500 •OO` ,
,tcfll ;0110 -00,Qi, in mrc"rilui!n• wilh lhr 14-nn• #if n nrnumi.snrY nnlt- uf evrn ilnh, livrewith. 11u%.1ihlr to Hrnr•
liriiur% In 0114li-r. imil inudr bv (3rnnoor. nncl nll ri-nt-tvnly, mtali(irulii~ny iutcl extensiony llirri-irf, untl ul.o
•.u~•li I~iril~~~r ~~ii~i~ 11111 , V Iit- mlrnncrd eir lnam,cl I,y 14rnt-(iriur.%• to Grantor. 4ir siny u( Ihrir .urrvv,iirs or
c~.•,~t,i~.. t~~y~~~i hi~i ~~•illi inl~~r~~~l I lwivon ti6.urh riUi, u4 sIwl) henkreed u{,on.
imi1o•I Ihr.vruri1%~ nf Ilsiv 11ri41 ul"1hu`l, Crnnlnr romnnnts und :igcrvs: ~
I. 'li, lu-I'll 1111- lnfill; rf in gmul rniiditiun wit) mpiiir: t-i puvrmil nu wostv lhkvruf; t(i rtiml►lrle nny Iiuiltling.
tilru41i1n• ur in~~u~~~•~~nu~nl lucing Imill iir nlniul lii Ix, liuiit thrmmn: to% tvwtum lntmtpllY uny Iiuiltling, s1rui•tmi• ;
ili liillor~oveiiti•ni i hrirun I►;rh muv hr ilimtoKrcl nr <Ii-vlruY(vl: un(l l<) compIY with ull luws, onlinnnrrs. rrMUln•
In~n.. rn~•~~n~~n1,, r(mililioms niul re-,lrirtiun, nUrrting lho prulirrl.y. ~
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t i► l i~• no n r r nt• u m h ru n r i•m I m ii n i► i n K I hr iwr cu► i ty o f t h iM Ur1~ l u/ 7'ruml. +
:l '1's, ka-pyll liuilrlinw; nr,w ci► hrren/Mr vrrclrl on !hr r►nprNy r1eacrUwvl lierrln rn»tlnuouelly Inpure41 nRninat Ina hy flrris► solhrr L
hasnrrlo; in nn timrninl nri! Io•otr lhnn Ihn Iislnl f1pht arru►rd hy Ihie It,•~-a of Tnut. All twiIleli•a ahell Im hettl (Fy Uu- 1)tnrQrinrv. nnot
Iw in murh rurnionnirio nr Ihe Rrnoficinoy wsy appn,ve eno) hnvi- Inws payobtr flrrt Hr Ihn [fem-flcinry. ef its (uirteai mny uplrvvir, nns) i
Ilu•u ln 1lu- GrnMtir '!'h~• +smonunt rv,Uertrd undt-r nny ineurnnre paliry rnny IM n)opllnl ulwm uny ind~htwlno~s hrrrby ~rrurnl 1~~ .ui-lt
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Inrr+•Irwl. thi. 1)~-ell se1 'Pru,+t. !n Ihr evf•nl ul fun•rlnssure. nll righle nf lht- (3rnntu► ln ineurnnro Ihcn in forcc alinll linv to ihr -
fiuri•hanrr nt thi• Inrecltninr Nnie. .
4. l'u rh-/imrl nnv nruion ur priur.Ylina purrx)rlinK In n1Trct tiir itrnirNy hr►Mr1 tor ihi- riahta t,r pr►wilra ol Ilrm•/iciary or Tiupitrr. antl ~
lu Iin,y ull 41licIN nnll rxprn,~•M, including rviHt nl tUlt, arnrrh nntl iiUnrnrv'x firi in m mnMinnhlr nmtiunl, in nnv *uch nrliun oir pro•
rN•rl1ui:, unil In u»y muit hrnui;hl hv Ifrvie-f{rinry In fnrerlnor fhir Ihvrl cif '1'nipil.
5, '1'n luw uli Ivixlo. fmit nnri r:prn■epi in rnnnf-clinn wtlh fhie 1N-ri1 tif Tru.t. lnrluiNnR Ih~- 4-rPrntro cd Ihr Tru,lew (nru►rnl In em / C
fout•inx Ihr nbliKuliun M.rurrrl hrro•hv nnd '1'►unlrr's nnrl ntlnrotny'. f.il- iti•tun!!y inrturccl. na ~~r,•vi~i~~) irv otniulr. r
i;. Witt,o1i1 f:rnnfur fnil In pn,y when elur nny InzeM. nnne~mismenfa. Inoturnnrn prcmiums, (lens. eneti►mb►nneYe ti► iilhrr din►gna ngnlluf :
Ilu• pnqo+•Hy hnm3nnlw~~•~~ d#wr►ihovl. I1~•ni~fii•inrv mey pny Ihr %nmr, iuul Ihr nmrninl imi liald. wllh inlrroRt iu thr rnlr peI (urUt In the
padi- su•ihmed hf-►aby. hlu1ll Iw• nilrlwl In 111141 IK'4'4%mr n i►nil of ilto drht MCtu►rvl in IhlN IJ.441 (O1 '1'tusl. `
11' i'i M11111AT.1.Y AroTtT:F:1I TIIAT:
1. ir► thr ~-vo•nl nerv lwirtlurt itf Iho- lmsprrtv t• Inken ior tImmnReYl In m► rmfnenl itumnln lirok-i-nllnR. Iht- rnllro nmwunf ti! Ilto nwntil
nr om•h 91+9 ntny la• mr•rranrv 141 (ullv iLutisfv Ilir nhI1RMVnn arv'u►ivl hrrrhy, okhnll 1M+ pnld h► IIrneACIA►v lo Ir NppNevl In %nl41
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2 Itv urroqilln4 Iinyrnrnt fof nnv Mum Miru►rtl hrn.hv nfler tlr o1ut, ifntr, 11rnrfirinry shwst nnt wnlvr (1it clahl ta r.41ulro lirt+mltl linv
m1-8N MIlf•u rlw- u( nil 441ho.r 'u»w ,.t..svtiirrd ti► in devinrr a1ehmh 1,or fnllu►r ti+ Ms Iinv.
:l. 'I?u~ '!'ruM~~~~• 1-hull trr~~iwey nil nf t►nv l►nrf iii Ihr pmrIrtly nwr►wl hy 1ltf~ Il.vv1 „t TI1M1 11i~ IN~AilI1 Ph1lllivl (IirMIiv, ~~n wtitlrn
rrtina-.t •il iln~ l:r1mts'► luul Iht. Iirnrlli •inrv. t+r utinn ~nli.lnMlnn td Ihr 4ih1ianNtm an~in4l nml %%riflrn trqmrl Itir rrvtmvrvoinvw mntlr
Iw Iltr (lPmrilrinry n► Ihl- 1mrvn~~ I m1iUr41 Ihrr~~tu.
41 Its$.11 ,Ii•fmill h,v f:r.tnlur In fIn, liuvrnrnl of nttv intirhlninn~ pelirunvl hrmhv sit (n Ihs ~wrftitnmut-P eif anv aqhvhtv-nt nmutaltutl
ht•ri•ui, tiII Atm$• '04-411'Orl h--mlov •hnll {mu1wUnlrlv hctvsmr th+r itnd lulVnllh• rl Ilii- tolilitin oif thr lirnr(Irlerv. In .urh Pvrnl nnil muih ,
wnlli-n n4111Mt olf Ib•n~~lh•i~~ry. 1'r~t.lr~• phsiil No•11 11ip houf ptnpe►IV, In nivionlnnn, wllh Ihr t)vvl nf 1'r+ul Arl iif lhr `ttnlr i,( W,rh
iul;14111, M itulilir nuclaill tto Ihr Mlghrxt hldilrt. AnV iwrnnn rurp! '1'm•tcr II1NV 11441 NI '1'nIt►rr'ol ~wir 1'►►~slrr rhsl) alifdv Ihr IhNirYI4
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fts4•~fn-4l Ily Il~in U~•rvf uf (:1) Iht- ~tnidii~. U onV, aI+nll tw- il:nl►ihul~vl lu Uir l~rnrme rnllllnl Ilirtrlolo, y~
b. '1'M+tcv' fiIinll <IrlK-Pr Iei Ilus IMrrliuMrr nt ihr anlo IU iIsrol, wllhittil wa/tnnly, whirh ohall v•snvry ti► Nhr liutrha.r► Ih• Intrrrat (n
Ihw{+rnpu•rly whirh lirnnlnr Itnd for huil lhr I)otvrr la tl►11vey nt Ihr UuAr uf Itis vtcruNork isf Ihlo I)r.d td 1'nietl, aiu) surl► q% ha mNy
hnvr wvi»itrd Il►Prrnhr►. '1'nielty-'r drrvl rihnl1 mrilr lhe fnrla ahowlnK (hnt thr Rnlo wall ivi1ulkirlnl In tvm1►Unnrr wllh aII ihM ro•
, lulro•tiu-nlM fif Inw nntl ot lhis ilrr.l nf '1'tu.l. whlrh nv{tn{ *hsll I+r ptimq fecfc rvioi~~l~rro nt RIIi'M t~ltltliIlMlnv qnol ltiNtfllUlva~ rvlolrpt`0 '
Itiernot in fitvtir oif IMmn fldi• liurrhnwer u►tit rnr.timltranrrte (oir v41110.
'1114~ ~~lwer fit 0,1111• I'linfo•►rorl hv 111I4 ihv1 rd Triiil nnil Iw thr Ofwvl tif 'llu~l Ai-t ilf Ihr 8141r sif 1\'a.hlhatim lK nnt nsti viortt►,Ivr
n-iuivlv: Ilrni-flriarr tiuay rcul.o NhiR {hwd ist '1'n110 1ll Ior I0hrloMev1 84 n lu0rlnnKr.
? In Ihr Ih•onl fit fhs• iIivNh. (iun1mi-ilv, i11.nlulNv tior rr.iRnntion ut ''rit.hr, llonoflria►y htpv alt ~sInl in w►lii„K n.u~~t~„r hu.l~a,
siml ulntn Ihr mn,rolinu id .u~•I~ 4qolwunfmrnl {n Ihr ntc'.Ttankr nviorol~ ior Ihr ntunlv In Nhlel~ t~~la 111•0v1 sif '{'m•1 h trs11nl141. Ihr
h11/YV!vtn► tm.t14. %bn14 I+r vr.lsvt wilh n!) lKvWrta ot tlu, urlK(nnt Iru.1ro. Thr tm-tttv (e nnt obllkalrvl tit nssfllv nny i►a►Iv hrrrlu uf
iiivullng lonh• inuli-r ,111v cdtu-r IAr.I Bif '1'ru.l tir fd env urlhtn itt ~Ihk\~rlina in %elIisrl+ timnttit.'1'ni.trr eir Itrnrllriniy lihnll Ie it linrty ~
,lob•M\ M1h•1t nrlissu tor ~rnr~v~liu~ i+ IontuKht hy iho Tniptrr.
Ib•Irl loi'1'►li.l n~q~lu•. lu, 111%ii,w tis Ihl• I+.-lirfit lol, pnil i% hilulfnK tull ssitIv mt Ihr luttli.ri lu-rrlos, hul *m Ihrlr 6rit., 'bvvivr.,
1~~►:ni~~~N. nl lunn6trutnt". vwlwutnr+ lnal nr.igna, '1'hr lrrn~ I~rnrfir►aw >Iml) nwaun Ihr lcitldrr prnl iiwnvt nf Ihr tintr ,rwonvl fuowhy.
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STATF. OF WAgHiNGTUN ~ S'TA7'F, 0F WASIiINGTON
CntINTY OF........ SEQNAN.F........
COi►NTY Or• . . ~
nn thie dav pcnonnlly ar(unrivl hctnrc mo On Ihia Jnv nl
CFIUII.D L. TIHESAR AND TIfELM E. tx'tarc mo, thc undPnigned. a Notery !'uhlir in en(iftor eho Stnte of Wo.h• r
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iiirJNUI.puTAi%thercin mcntiolnrd. thr enirl in.%trument 1it fx, tlu• /rre and vnlunlnry arl tind dc4•d o( itaid corpnr-
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mitfinritM t~t etitv'uto thr rnid In.lrumrnt nnd thaf tho, seaf
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S P O K A N E C O U N T Y
.
OFFICE OF THE COUNTY ENGINEER • A DIVISION OF THE PUBLIC WORKS DEPARTMENT
Ronald C. Hormann, P.E., County Engineer Dennis M. Scott, P.E., Director
Aprii 12, 1995
Appleway Homes
Centerline Const.
Robert Wilbur
(208) 772-6228
A cursory review of the road, drainage, or site plan for the above-referenced building
permit has been accomplished. Areas of concern to the Spokane County Engineering
Department are indicated in the accompanying review comments. Please make the
corrections and re submit them to the Building Department in order that the review
process may proceed. Highlight all changes to the resubmitted plans and include the
comment mark-up copy with them.
~ Please note that due to the changes made there may be additional comments that will
need to be addressed before final approval from the Engineers Department.
If you have any questions about this review, please contact at 456-3600. Thank you.
. Very truly yours,
Ronald C. Hormann, P. E.
Spokane County Engineer
~
Katherine Miller, E.I.T.
Plans Review Engineer
. 1026 W. Broadway Ave. • Spokane, WA 99260-0170 •(509) 456-3600 FAX: (509) 324-3478 "1 DD: (509) 324-3166
t
. .
REVIEW COMMENTS
SPOKANE COUNTY ENGINEER
. DEVELOPMENT ENGINEERING SERVICES
PROJECT #:B95052 REVIEWER:Katherine Miller
PROJECT NAME:Appleway Homes DATE:04-11-95
ADDRESS:17217 E. Sprague Avenue REVIEW #:pre-app 0
CONIl-IENTS
1) Approach permits for both Sprague Ave. and Main are required.
2)The runoof from the asphaltic roof must go directly to a 208
swale and not over any gravel surfaces.
3) Indicate the Right-of-Way on both Sprague and Main Avenue.
4) Please verify that needle bearing trees are not placed in close
proximity of the swale and ditch line areas.
5) Runoff is not allowed to leave the site, please indicate the
elevations at the Sprague approach.
6) Detail the on-site curb and provide calculations that shows that
the runoff from the hard surface areas does not over top the curb
line and flow onto the gravel areas.
7) Detail the curb and sidewalk along Main Ave.
8) A.j~ will need to be obtained for work done within the Right-
of-Way along Main Ave.
1
~ ' .
. REVIEW COMMENTS
SPOKANE COUNTY ENGINEER
DEVELOPMENT ENGINEERING SERVICES
PROJECT #:B95052 REVIEWER:Katherine Miller
PROJECT NAME:Appleway Homes DATE:04-11-95
ADDRESS:17217 E. Sprague Avenue REVIEW #:pre-app 0
CONMENTS
1) Approach permits for both Sprague Ave. and Main are required.
2)The runoof from the asphaltic roof must go directly to a 208
swale and not over any gravel surfaces.
3) Indicate the Right-of-Way on both Sprague and Main Avenue.
4) Please verify that needle bearing trees are not placed in close
proximity of the swale and ditch line areas.
5) Runoff is not allowed to leave the site, please indicate the
elevations at the Sprague approach.
6) Detail the on-site curb and provide calculations that shows that
the runoff from the hard surface areas does not over top the curb
line and flow onto the gravel areas.
7) Detail the curb and sidewalk along Main Ave.
8) A permit will need to be obtained for work done within the
Right-of-Way along Main Ave.
1
FAX TRANS-MISSION
SPOKANE COUNTY ENGINEERING DEPARTMENT
1026 W. BROADWAY
SPOKANE, WA 99260
(509) 456-3600
F,wc: (509) 324-3478
To: Gerald Tibasar Date: May 16, 1995
Fax 208 772 9090 Pages: 2, including this cover sheet.
From: Paul Lennemann, E.I.T.
Subject: Appleway Homes
COlVIlVfENTS:
The County Engineers apologizes for our mistake. We are not allowed to imposed undue liability
onto a applicant which would be the case for the sidewalk. Please sign the original Easement
document located at the County Engineering Department. If you have any questions please call.
v
Portion of 55183.0814
Main Avenue No. 1689 B 95052
SPOKANE COUNTY DIVISION OF ENGINEERING
Spokane County, Washington
SIDEWALK AND UTILITY EASEMENT
THE GRANTOR(S) Gerald L. Tibesar and Thelma E. Tibesar, husband and wife,
for and in consideration of Mutual Benefite, the receipt of which is hereby
acknowledged, grante to the public and Spokane County, a political eubdivi$ion of
the State of' Waehington, an EASEMENT to uee the following described real property
eituated in the County of Spokane, and the State of Washington, towit:
The South 3.50 feet of the North 8.50 feet of the East 152.00 feet of Lot 8,
• Block 18 of CORBIN ADDITION TO GREENACRES, as per plat thereof recorded in Volume
"S" of Plats, Page 30, Spokane County, Washington.
Located in Section 18, Township 25 North, Range 45 East, W. M.
The EASEMENT granted herein is for the purpoee of installing a eidewalk and utility
etrip per current atandarde of Spokane County and will be left unobstructed and
. open for public uee for pedeatrian traffic.
It is further underetood and agreed that the eidewalk will be conetructed
by The Grantor or his assigns and maintained in good repair by the
Grantor(s) and in eo doing shall not be conaidered agents of Spokane County.
The EASEMENT described hereinabove is to and ehall run with the land in perpetuity
and ehall be binding on, and ehall inure to the benefit of the parties hereto,
their heirs, eucceaeors or aesigne.
IN WITNESS WHEREOF, the undersigned has caused thia inetrument to be executed on
thia day of Mav , 1995 ,
PLiEkeniE
.
- i sh\ o k-t
. a Co~ z
_
STATE OF WASHII1GTO14 )
COUNTY OF SPOKANE ) ss •
.
I certifY that I know or. have eatiefactorY evide
Tibesar
are the pereon(a) who appeared before cn led
that thev eigned thie ingtrument, and ackaavw.,~cuyt:u Lc ae ~aa~11 free and
voluntary act, for the ueee and purposea mentioned in the inetrument.
Dated thie day of MaY ~ 1995 .
Notary Public
In and for the State of Washington,
reaiding at spokane.
My appointment expires .
.t 1;n71: ; 11.
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S P O K A N E :'fl „ C O U N T Y
OFFICE OF THE COUNTY ENGIIVEER • A DMSION OF THE PUBLIC WORKS DEPARTMENT
Ronald C. Hormann, P.E., County Engineer Dennis M. Scott, P.E., Director
_ EA/IO
To: Steve Case
From: Development Engineering Services /ew
Subject: Refund project B95052 amount of $30
Date: May 9, 1995
The owner of Appleway turned in a Design Deviation along with a check of $60 which is $30
over the required amount. Therefore a balance of $30 needs to be refunded. The refund needs to
. be addressed to:
Jade Inc. DBA
Appleway Homes
P.O. Box 1990 11400 North Center Rd.
Hayden, YD 83835
Bill:
It is pointless to deposit the $60, and refund $30. The check should
be returned to Jade, and have them reissue another check for $30.
Steve
. S/11/95
1026 W. Broadway Ave. • Spokane, WA 99260-0170 •(509) 456-3600 FAX: (509) 324-3478 TDD: (509) 324-3166
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Date of Transmittal: ~7 Review Coordinator. ,
1{'A h,11 /,(,7 A n Ii J
Circulated by:
Snoknnc Couliry Divisinti of Buildinss * 1026 Wc:st Broadway Avenue * Spokailc, WA 99260 *(509)456-3675
A . • - ASSIGNMENT
- , .
For securily purposes only, Gerald and Thelma Tibesar
liereby assigns lo SI'OKANE COUNIY, apotitical subdivisiou of the State of Wasliington, the foliowilig:
Savings CertiCcate Nuniber 100005000122065
'in tlie face amount of $9 ,400. 00
and lield in aiid by I3aiik Nanie FrRST INTERSTATE BANK OF WASHINGTON
Bank of
Spokane Valley #106 Branch
Tliis assignmeni is niade as security for the [ull aiid [aithful perfUrniauce by lleveloder Gerald Tibesar ,
of certain roads, nioiiunieiits auci draiiiage facilities for 17217 E Sprague Ave Greenacres, WA
as specifed iu the typical section aiid roadway iniprvvenietit speciGcatiotis for said project, dateci May 2 , 199 95 '
and au file iu the Office of Ihe Spokane County Engiiieer. '
Auy interest benefits accruing uiider said saviugs certiCcate shall retnain tlie property of Devetoper Gerald Tibesar
Said savuigs certiricaie to be released lo Developer Gerald Tibesar
or any otUcr party only with the prior written consenl and agreenient of Spokane Counly. ,
PROVIDED, FURTEIER, the undersigncd does liereby autltorize Bauk Name First Interstate Bank .
to pay over to Spokaiie County all or a suC[icieiit portioii of tlie nioiiies in the savings certificate reEerenced hereinaUove
upon written ciocunientation beiiig receiveei from the SEaokaiie County. Engineer indicating tliat tlle purposes for whicii tlie
savings certifcate was assigned liave not Ueen futly aiid faitlifully performeci as required aiid a statement of that amount
of money wliich the Couiity Engineer as tequirecl anci a statenient of Ihat aniouiii of nioiiey wliich the County Engineer
deems necessary to coniplete sucli obligation. Upon receipt of sucli writteii docunieiitation, Developer Gerald Tibesar
hereby autliorizes Baiik Name First Interstate Bank of WashinQton
to release to,Spokane County that aniount of raioney requested up to tlie niaximum amount iu the savings certificate.
.
• DATED tliis 2nd clay of May , 199 95 .
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' BANK OF First Interstate Bank of Washington -
AllURESS E 12902 Sprague
`Spp~FC~c~~ S p okane , WA. 99216
Nk oi
ey. `%s,oN > >99 ZIP CODE
X.PTAJfJMX - Financial Sales Representative
Secretary
DATCD this 2nd day of MaY , 199 95. .
UCVELOPERSTA'IF- OF WAS[I[NGTON ) :ss
Cou»ty of Spokaue
~ ~L- ~
On this day personally appeared before nie YYV (1/0
to m lunown to be tlie inclividu clescribed in and who Ced
e witliin and foregoing instrument, anci acknowledged
tha r~ iy ~~~~e san~e a n frce and vnd deed, for the u
ses anci purposes therein mentioned.
~ 4 DER MY IIAND AND OFFI - day of l99 ~
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i► '•..~QI* l.~~' .v ; ry lic in and for the State of Washington,
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'"-t•••'' r sidiuISPokaue
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k~~sign.bon 1/'94
REQUEST FOR DESIGN ' DEVIATION
$30.00 - 4
DATE 4(2- E3 1 '9 S7 ,
ROAD NAME CA, ~n A~ e..Y,w e CRPnzID #
NAME OF PLAT Plat #
ADDRESS OF BLDG E- 17 Z-1 Spr~q es G t~
NAME OF BLDG PROJECT J Hom~ $ BLDG# B9 St.j ~Iq,S tT ZS R 4S
FEDERAL/STATE PROJEGT # , PROJECT LIMITS ~ SZ °
EXISTING CONDITIONS: PROPOSED IMPROVEMENTS:
ROAD WIDTH I ~`3 = ~ 4-~.~ ^ ~"b C~r~
ROAD SURFACE I~ c~ b~~ u vr, ~►-1 oti S c~ i . C- P_ C.., 1' CS T. C.
AVG. DAII.Y TRAFFIC '
Current Traffic Count Design Year Traffic Count
PROJECT DESCRIPTION Ma.~ e-+'\7~'ra'^c-~- {'0 is `1 c- .~r~ Jv e Avcno~
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S~c- r3 G-~o►'\(3 «GL - CO v 1 ~ S I~rG ~(~t 'r~ fM E r~T ~ S ~d p/c.tl G
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PROPOSED DESIGN DEVIATION ~ow C~ ~~3C~ ~9
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JUSTIFICATION:
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SUBMITTED BY E' h cr ~ Y s DATE q- 12- ~ f 9 S
ADDRESS N. Q3 A V-4ZIP CODE 9 92 L7
PHONE #(SO 9) 92- cl ! r3 Z- _z-
ADNUINISTRATNE VARIANCE FEE OF $30.00 PAID TO SPOKANE COUNTY
10 6 W BROADWAY, SPOKANE A 99260-0170 PHONE (509)326-3600 FAX (509)324-3478
q~y D W ITHOUT FUNDS-
-REQUEST WI NO VA R VIEW
CASH/CHECK # RECENED BY , A•,I DATE
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DESIGN DEVIATION
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STAFF RECOMMENDATIONS
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(00 Project Manager ~ Date
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Approved Approved w/conditions Not Approved
%110 • .a.~.-, S-!0 ^9.~
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Planning & Traffic Engineer ~ Date
.~is~l/Y~L►,1L~ Q~D~~TY~ 9 ~ ~S~G~ ;tT.o's-~ ~
~
Approved Approved w/conditions Not Approved ~
( ) ( ) ( )
Project Managemedt Engineer Date
Approved Approved w/conditions Not Approved
( ) ( ) ~ l/~-~
~
, Operations Engineer ° Date
SPOKANE COUrNTY ENGINEER'S
DETERMINAT'ION:
a •
_
Approved w/no conditions Approve s recommended libove Not Approved
~
Spokane County Engineer Date
8/93
. .
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S P O K A N E ' C OU' N T Y
OFFICE OF THE COUNTY ENGINEER • A DIVISION OF THE PUBLIC WORKS DEPARTMENT
Ronald C. Hormann, P.E., County Engineer Dennis M. Scott, P.E., Director
May 9, 1995
To: Bill Hemmings, P. E.
From: Katherine Miller, EIT.//1-11-1-
Subject: Appleway Homes Design Deviation
East 17217 Sprague Ave.
B95052
I recommend that the design deviation allowing curb grades less than 0.8% be
approved, on the condition that the curb is staked by a Professional Land Surveyor.
1026 W. Broadway Ave. • Spokane, WA 99260-0170 •(509) 456-3600 FAX: (509) 324-3478 TDD: (509) 324-3166
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DATE DOCUMENT DESCRIPTION ACCC'U_NT # AMOUNT DISC NET
05-03-95 STMT Invoice 634. 60.00 0.00 60.00
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RECEIPT Date 19
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REQUEST FOR DESIGN bE;VIATION
$30.00
DATE 4 l Z+g 1 9 S
ROAD NAME A ti e-.n v e - CxP/tID # NAME OF PLAT Plat #.4~,5~ Z
•~E-
ADDRESS OF BLDG E- ~ 7 2-1 -7
NAME OF BLDG PROJECT ~~(e- watl Ho BLDG# B9 StN '14.,5 !T ZS R 4S
FEDERAUSTATE PROJEGT # PROJEGT LIMTTS / SZ o
, EXISTING CONDITIONS: PROPOSED Il1riPROVEMENTS:
ROAD WIDTH l8= t 4-~~ R c-L,,►-L
ROAD SURFACE ~t 4m~ lQ A c.~. ~ n o-v r 5T. C.
AVG. DA.II.Y TRAFFIC - -
Current Traffic Count Design Year Traff'ic Count
PROJECT DESCRIPMON Mei.~ t S oj ~„~r,a a~ e I~vens ~
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PROPOSED DESIGN DEVIATION 1 o c.. l l o-w r,.je,r-
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JUSTTFICATION:
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SUBMITI'ED BY ~~}n~. ~on ~ v~ Y DATE 4 ~ Z 8 1 9 S-
ADDRESS N. 9-03 ZIP CODE 9 9Z t Z
PHONE #(SO 9) 49 ZC, 1 3 Z Z -
ADMINISTRATIVE VARIANCE FEE OF $30.00 PAID TO SPOKANE COUNTY
1026 W BRO-A.DWAY, SPOK;ArTE WA 99260-0170 FHONE (509)326-3600 FAX (509)324-3478
-REQUEST WILL NOT BE REVIEWED W17HOUT FUNDS-
CASH/CHECK - # RECEIVED BY DATE
~ _ , . • . . -
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NOTICE OF TRANSMITTAL
ADDRESS: PROJECT
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PARCEL NO./LEGAL
BUSINESS NAME:
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REASON FOR TRANSMITTAL
PREAPPLICATION CONFERENCE PRECONSTRUC?ION CONFERENCE OTHER: ~
DATE: TIME: ,
DOCUMENTS CIRCULATED
;
- DISTRIBUTED T0:
keco DESCRIPT(ON BU[LDINGS PLANNING ENGINEERS HEALTH SCAPCA FiRE DIST A' OTHER:
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Date of Transmittal: `~j G~ 5 Review Coordinator: ~ Q.~.,~ a~ 7~o n~ :
~ MAY 1995 '
. ~
CirculatF.tf by: ~
i C;%WC1EER
Spoka»c Coutrry Divisioit of Buildit,gs * 1026 Wc:st Broadway Avettue * Spokairc, WA 99260 *(509)456-3675
'%dimpson Engineem, nc.
CIVIL ENGINEERS AND LAND SURVEYORS
N. 909 Argonne Road • Spokane, WA 99212
(509) 926-1322 • Fax: 926-1323
TO: ~TKm1J EWLl.er,. E. I.T s Po utijE- cavP7-/ E&a l iP~~.s
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BOND ESTIMA i E
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PROJECT NAME DATE 27-Apr-95
DRAINAGE ITEMS UNITS QUANTITY PRICE COST
1) Drywell - Type A EA 1250.00 0.00
2) Drywell - Type B EA 1 1560.00 1560.00
3) Grate - Type 1 EA 315.00 0.00
4) Grate Type 2 EA 340.00 0.00
5) Grate - Type 4 EA 1 300.00 300.00
6) Backfill For DW CY 40 16.00 640.00
7) Concrete Inlet EA 1 750.00 750.00
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) Ditch Excavation CY 10.00 0.00
15) Sod SF 0.70 0.00
-
NON STANDARD DRAINAGE ITEMS
1) Wilbert Vault Curb Inlet EA 250.00 0.00
2) , 0.00
3) 0.00
4) 0.00
5) 0.00
6) 0.00
-
DRAINAGE SUBTOTAL 3250.00
- - - - - - - - -
16) Monuments EA 185.00 0.00
17) Barricade LF 33.00 0.00
18) Street Signs EA 85.00 0.00
- - -
OTHER SUBTOTAL 0.00
GRADING, SURFACING, CURB, AND SIDEWALK
19) Rough Grade CY 85.6 10.00 856.00
20) Top Course CY 51.3 16.00 820.80
21) Base Course CY 16.00 0.00
22) Asphalt Concrete Tons 35.1 44.40 1558.44
23) Curb Type A LF 7.00 0.00
24) Curb Type B LF 152 8.00 1216.00
25) Curb Type R LF 8.00 0.00
26) Sidewalk SQ YD 101.3 16.70 1691.71
- -
NON-STANDARD ROAD ITEMS
- -
1) 0.00
2) 0.00
3) 0.00
4) 0.00
-
GRADING AND SURFACING 6142.95
GRAND TOTAL -9~39~'g5
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STREET QUANTITIES
. , .
PROJECT N0.- B95052 DESIGNER- SIMPSON DATE- 4/27/95
PROJECT DESCRIPTION- Appleway homes
STREET # 1
NAME- MAIN AVENUE LENGTH- 152.00 FT. WIDTH- 11.00 FT.
BEGINNING STATION = 1098.00 ENDING STATION = 1250.00
ONE SIDE ONLY PWIDTH= 20.00 EWIDTH= 9.00 QWIDTH= 0.00
TERM # 1: TAPER TAPER LENGTH = 100.00
TERM 2: TAPER TAPER LENGTH = 100.00
ITEM MEASUREMENT QUANTITY
SURFACE AREA- 2772.00 S.F.
ROADWAY EXCAVATION 0.83 FT. 85.6 C.Y.
CRUSHED SURFACING TOP COURSE 0.50 FT. 51.3 C.Y.
CRUSHED SURFACING BASE COURSE 0.00 FT. 0.0 C.Y.
ASPHALT CONCRETE 0.17 FT. 35.1 TONS
CURB TYPE B EXISTING 0.00 FT. PROPOSED 152.0 FT.
SIDEWALK EXISTING 0.00 S.Y. PROPOSED 101.3 S.Y.
TOTALS
ROADWAY EXCAVATION 85.6 C.Y.
CRUSHED SURFACING TOP COURSE 51.3 C.Y.
CRUSHED SURFACING BASE COURSE 0.0 C.Y.
ASPHALT CONCRETE 35.1 TONS
CURB TYPE B 152.0 FT.
SIDEWALK 101.3 S.Y.
STREET QUANTITIES
PROJECT N0.- B95052 DESIGNER- SIMPSON DATE- 4/27/95
PROJECT DESCRIPTION- Appleway homes
STREET # 1
NAME- MAIN AVENUE LENGTH- 152.00 FT. WIDTH- 11.00 FT.
BEGINNING STATION = 1098.00 ENDING STATION = 1250.00
ONE SIDE ONLY PWIDTH= 20.00 EWIDTH= 9.00 QWIDTH= 0.00
TERM # 1: TAPER TAPER LENGTH = 100.00
TERM # 2: TAPER TAPER LENGTH = 100.00
ITEM MEASUREMENT QUANTITY
SURFACE AREA- 2772.00 S.F.
ROADWAY EXCAVATION 0.83 FT. 85.6 C.Y.
CRUSHED SURFACING TOP COURSE 0.50 FT. 51.3 C.Y.
CRUSHED SURFACING BASE COURSE 0.00 FT. 0.0 C.Y.
ASPHALT CONCRETE 0.17 FT. 35.1 TONS
CURB TYPE B EXISTING 0.00 FT. PROPOSED 152.0 FT.
SIDEWALK EXISTING 0.00 S.Y. PROPOSED 101.3 S.Y.
♦
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♦ •
TOTALS
ROADWAY EXCAVATION 85.6 C.Y.
CRUSHED SU F. 51.3 C. Y.
CRUSHED SUMG ~~$,cs C'(NJRa IF- ".o C O U~T T Y 0.0 C. Y. .
ASPHALT CONC&FEcE OF THE COUNTY ENGWBER • c. 35.1 TONS
CURB TYPE B A DMSION OF THE PUBLIC WORKS DEPARTMENT 1 S 2. 0 FT .
S IDEWALK Ronald C. Hormann, P.E., County Engineer Dennis M. Scott, P.E., Director 101 . 3 S. Y.
I
1026 W. Broadway Ave. • Spokane, WA 99260-0170 •(509) 456-3600 FAX: (509) 324-3478 TDD: (509) 324-3166
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FAX COVEllf',.. SHEE~ ~
SPOKANE COUNTY FAX #(509) 324-3478 & PHONE # 324-3478 - ENGINEERS 3RD FLOOR
1026 W BROADWAY SPOKANE, WA 99260 - PHONE #(509) 456-3600
DATE: 1 - Sc FAX Ql~ Cp /3
TO:
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REASON FOR TRANSMITTAL
PREAPPL[CAT10N CONFERENCE PRECONSTRUCTION CONFERENCE OTHER:
DATE: TIME:
DOCUMENTS CIRCULATED
DISTRIBUTED TO:
kECD DESCRIPTION BUILDINGS PLANNING ENG[NEERS HEALTH SCAPCA EQtE DIST /l_~. OTHER:
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Date of Transmittal: •o ~ Rzv
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Spokaiie Courrry Divisiatt of Buildriiss * 1026 Wc:ct Br-oadway Aveirue * Spokatie, WA 99260 *(509)456-3675
impson 1;ngineefs, nc.
CIVIL ENGINEERS AND LAND SURVEYORS
N. 909 Argonne Road • Spokane, WA 99212
(509) 926-1322 • Fax: 926-1323
TO : I~A-M 6-p, ij g- l~ luzp_. E: ~ T.
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C-l o Sro K,40jE Co v"ey 6 U(c~ ~"<3 T) EP !T,
SUBJECT: AppLcwAN I qZt 7 SPP.AG vc- At.c- =1>9NNAc E Pc.,A,~,l
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DATE: ~P-~L- Zs, o95
EjD ~ I'Ujo cloP t ~ ~ 77-( E-' DRA-IaMAE- A.eP 0l ~
A-~jb "Two N t C9 K U 6 K'TLD PPW-rS a F?N E UlWf,/,4tG E- PL/'ttJ
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NOTI CE OF TRANSMITTAI,f,-
MAR 2 219 ;
95
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ADDRESS: PROJECT f#: 'SPOOi~E COUN'FY Ef~C N~ER `
J~12-I~ ~5~~~.~~~►~.~_ei q5-l'ZCi 5-:... - , . .
BUSINESS NAME: ~ j PARCEL NO./LEGAL
An nI Pa AIrb-.I 44C)rY1-o.S DESCRIPTION:
PROPOSEDl USE:
MC) hIlo, ~4n me-, C)@ Z Z
CONTACT: PHONE: ~
be ('4' W~'l,~,c ►r (Zo~j )rIf1Z-- - ~ 2-Z8 .
REASON FOR TRANSMITTAL
PREAPPLICATION CONFERENCE PRECONSTRUCTION CONFERENCE OTNER: ~
DATE: TIME:
ll0 CUMENTS CrRCULATED
DISTRIBUTED TO:
kECQ DESCR[PT10N BUILDINGS PLANNING ENG(NEERS HEALTH SCAPCA FIRE DIST a OTHER:
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777c nbovc rtems havc bee►t .
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Date of Transmittal:,2Q~ Review Coordinator: ~i`t ~7
`.:"•►~9,.~~o-a~
S` G~)UsATY EI~GIKIE`tR'v OFFlCE -
Circulatecl b
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Spokane Cou»ry`Vtvisron ofB7r11ilrirS:s * 1026 We,cl Bi•oadway Avcnue * Spokaiie, WA 99260 *(509)456-3675
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~ impson F=nqlneem, Inc.
CIVIL ENGINEERS AND LAND SURVEYORS~~
N. 909 Argonne Road • Spokane, WA 99212
(509) 926-1322 • Fax: 926-1323
.1 TO: gic.L N&-mM,N Gs, p, E. ~ ~ .
SParANC dovt1" guRL,~>ooC T)aPAf-t-iw4ctrr
SUBJECT: APPc~EwA4 (doM~ ~ M;,I 1 r . SP~cvE AvF.
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DATE : tivRP-m 3 199 5
Arrr-Ac.Met> ,AP-G7 -i°wt~ ? Pjn)"s 0 F D P-Ao~A<-W Pt 4N-j'A
AKiN °T~ o V--nPp(~ ~ OV `n4c ;aA$AV44ma".S
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MAR 0 7 1995
~
vi~F'~i.~Hk i-ui~~::, d,~o., - .~j~.rJ`/•Q
RPMANE COUNTY ENGIN~.':
~ W Q~a u a Jb' '
PAn.iFr.T 0
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RETURiN T 0 COUNTY
~t.~e~*t~` N 1:.►k2.~t =~:r.+i~'
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Signed
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- '
NOTICE OF TRANSMITTAL
ADDRESS: PROJECT ~
57, I 2. I r1 s F-ajo , lP_ q,r~ = 12si2.
BUSINESS NAME: PARCEL N0./LEGAL
~ (r DESCRIPTION:
~
PROPOD USE.
S I g,3 • el~ ~
M, iD-b i p
-
CONTACT: PHONE: ~
~ -4! ,c>b r-r-r Wi 1 h\~ r : 8 ~2--
REASON FOR TRANSMITTAL
, .
PREAPPLICATION CONFERENCE PRECONSTRUCTION CONFERENCE OTHER: ~
DATE: TIME: .
DOCUMENTS CIRCULATED
DTSTRIBUTED TO:
kGCD DESCR(PT10N BUILDINGS PLANNING ENGINEERS HEALTN SCAPCA FIRE DIST ll .;I-- OTHER:
U-nL-4 T7
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:
I I ~ I ~ I I ~
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Tjrc abovc rtems havc beei1 .
received:
• e.
,
OFFlCIAL PUBLIC.OC CU NT F I ~ E D
SF@VD4e~ o J~~n . , - - ~ Rzview Coordinaror:
~ vr . ~
MAR 0 9 1995 .
PROJECT# Circulated by: ~
SUBMITTAI # ~1 SPaKA,iE CQtlPdTY ENG6NEER
. .
RETURN T0D~,vtiEpof Builafings * 1026 Wi:u Broadway Aveiiue * Spoka»e, WA 99260 *(509)456-3675 .
.
BUILUING PERMiT GVIECKt_IST ~
-,MEEYING._
I
. : . , . . .
. ~ .
. . . .
. -
. . MAN . GE E . .
TGRIEEIOfENT TO-PAY FEEST'_
X
-y---
RIGNT OF WAY DEPARTMEN?
DEED
~
_.._a_._....__.---- . . . . . . . . _ . . .
G
R/W
RID
LEGAL DESCRIPTION CHECK
LETTER FROM SCAPCA
~ _ SE AGREEMENT ~
RECI
~ ~ .
APPROACH PERMIT
~ , . . . : . . . --.-s~TE=--
NORTH ARROW X ~
SCALE ----X- -
BEN
--CHMA ---RK - - - - ~ X
ROAD NAMES
RiW DiMENSIONS X _ . . v .
_ _ - - ~ - - . _ _ _ e._ ~ ^ ~ - ~
PROPERTY LINES X t/
SET-ASIDE shown on plans_ _ _ _
- - . . -
GRADES (min 1.0%} X
STAMP . X v"
- --.---T._
PAVING (surface description) X t.0;0`00 ~
TRAFFIC CIRCULATION PLAN
LANn~CAPE PLAN (208 CONFLICT) X
DEywell/Lid/1n1eUSplash 81ock Detail X
Root construction X
HVAC on Roof -X.~__. - - ~
_
`
- . - -
_ X t~
Swa_..le volume calculaiions_
Swale Cross Seclion _ --.-----X__----.
Pre Developed Conditiori X
Post Develoeed Condiiion X
-PEC{A --L - SOIL -TESTS---- - . - _ . . . . -
S~
D1TCH CALULATIONS
--------------CULATI~~-S
Pi e/BACKWATER CALN
GRATE CALCULATIONS
- - .
RETENTION/DETENTION CALCS._ ~
-
10/50/100 YEAR STORM
TR-55 ANALYS-IS - -
, RoA~s-...::--=-_~_...._W__~_~.
L
NorfhArrow._ . . _ v..__--------------
Benchmark v
cale ~C -
S_
Gutter Grades (>0.8°16)__
u~,(~,_
Cross Slope (2.0%-4.5°l0)
Drainage Report
Drainage on Plans
Curve Daia (radius, hc, vc) - - - =
Pavement section ~
_
~
Tapers/fog stripe
Engineers SiamQ
Quantilies/8ond estimale
~ - _ - _.--x_---.__...
Bond X t~
Mylar
Owners Sisnature~
County SlamP
. " ,
, ~ , ~ • t I
. ' 1
r
. s I-> O 1116- A N I7E ~ .
C O iJ Y
Or-f-ICE OF TI IE CQUN'IY LNCINL`•ER • ADIVISIQN Or. 7'I 11: I'UBLIC WOltKS IJEPAR7TIEN'T
Roiiald C. Ilormann, I'.E., Cuuiity Lngineer Dennis ht. Scatt, I'.C., Director
AGRECMENT TO PAY rErS
ENGINEE[t'S AGREEMCNT NUMRCIt B9SD
Tliis agreement between Spokarie County ancl GERALD TIBESAR
(name oi pcrson )
'
wliose interest in tlie rroject is ow1vER
vt. owner, agent, t(c.)
is enterecl into this 6th daY of MARCx ~ ly 95 , This agreement is appliclble to the project
known as:
APPLEVJAY HOMES 17217 E. SPRAGUE AVE. GREENACRES, WASHTNGTON
(ProJeci auuress ar iiienamC ac iue oiumuer) rlllal tIIE; It1CIIVldUaIS a[iCI raCllCS IIaIT1C(l f1CCelI1 as having an interest 111 (lie abC)Ve cfcscribecl property or
praject agrce to the following:
l. Reimburse Spokanc County for pmject revicw ancl insrection fces as sreciCecl in
Chanter 9.14 of (lie Srokanc County Cocle. The fecs will bc basecl on actual salaiy
costs incurrecl hy Spokane Courity for project reviews 7ric1 / or insliections plus a ten
rercent acli»inistrative charge, ancl will lie billeci rnontlily as acerued. Any final
billing aniounts, tu inciucle any late fecs or any otlier expenses incurrecl in (lie
eolleetion of an overclue ac(x)unt must be raid prior to Ilie County's aeceptanee of
tlie project for filijig.
2. The unclersigned agrces that tlicse fees are clue ancl payable uron receipt of the
btlling as spcc:ificcl abovc.
3. Any invoices not paid within 30 clays oF tlie invoice date will be subjectecl to a Iate
fee cliarge of l°Io pcr tnontli (12°la per ycar) on tiie uiipaicl balance oF tiie accourit
acicl aiiy aceruecl late fee charges. In aciclition, if any outstanclin6 balance on tlie
aceount for tliis rroject is not paicl witliin 30 clays oF the invoice ciate, no fiirtlier
reviews of tlie rroject clociinients will Ue canclucte;ci until tlie entire accotint halance
is raicf. Any halance on (lie accouiit for tliis rroject not paicl witliin 65 clays of the
invoice clate may result in Iegal action ar tlie initation of otlier coliection procecftires,
tnelucling referral to a eollectinn agenc.y. '11ie Sronsor will be liaUle for any aiic1 all
exrenses incurrecl by tlie Cuunty for (lie collcction of overclue accounts.
4. The tnontlily billing sliotiltl bc sciit to tlic altetition of: .
NA M E: GERALD TIBESAR
AD[aRESS: P.O. BOX 1990
CITY, STATE: HAYDEtv, IDAHO 83835
ZIP CODE: 83835
YIIONC 208-772-8538
1 unclerstancl tliat failure to pay these fees may resull in clclay in conipletion or arproval caf (lie rroject or
other possible sanctions.
❑ tf this fee <<srcemciit is c:caniiilcteel by somconc othcr tli1n tlte Sponsor (i.e., tlle
projcct owncr or a principal in (lie fin» siionsoring (lie projec(), sucli as (lie Engineer
clesigiiing (lie projcct, tlien written authorization from the Sponsor specifictilly
ntitlioriziiig tlic Abetit to execute lhis Fee Abreemenl is attachecl to tllis Fee
Agreement.
S 1 G NA'1'U R F I3y:
, (PRINT NAMC) (7ETUitN YELI.nW C()i'Y TC) SV()KAN[? COl1N'11( ENG1NEE'ti5
kWV~agrccmcn.[cc 8/20/93
W. 1026 I)rQadway Ave. Spok7ne, WA 99260-0170 (5119) 956-3600 rAX (509) 956-4715
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A~.~DRES S : -Po ~xf l ctqo
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BUSINESS NAME: A-pQlc,&lcL,.~ +k:>jno5
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LEC'rAL DESCRIPTION:
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DETAILED PR4JECT DESCRIPTION: MOblle fna~ s~ ~~.t
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ACTION: R SCREEN: NAME USz-n.LD: KNUT • ' . CHANGE-REASON:
PARCEL NAME/ADDRESS
JURISDICTION= 11 YR= 95 ROLL= RE PARCEL= *55283s.0814 CU: 11
SAMPLE 1600.. A PENNSYLVANIA........ AVE NW 123.. OLD PID • '
ADDRESS WASHINGTON..... DC 20202..... USA EDIT?•Y ALTKEY 1894514
OWNER TIBESAR, GERALD L& THELMA E BK/PG? DEED BK/PG
CO-OWNR DEED ALTKEY
STREET 17220 MAIN AVE E DOB(MMDDYY)
ADDRESS GREENACRES WA 99016 EDIT? N %OWNERSHIP 100.00
SUBDIVISION Z99999
SITUS 17220 MAIN AVE E ACTIVITY
ADDRESS GREENACRES TAX DISTRICT: TD1400 STAT/CMP A COMPLETE
SPECIAL TIBESAR, GERALD L& THELMA E* BILLS TO MORTGAGE CO.
BILLING 17220 MAIN AVE E. CODE:
ADDRESS GREENACRES WA 99016 'EDIT? N ACCT:
-
JURISDICTION= 11 ROLL= RE PARCEL= 55183.-0814 YEAR= 95
PAG E= 1
LINE . DESCRIPTION
01- 1 10 CORBIN ADD GRNACRS EXC NSFT L8 B18
02- , , .
ACTION: R SCREEN: NAME USERID: KNUT CHANGE-REASON:
PARCEL NAME/ADDRESS
JURISDICTION= 11 YR= 95 ROLL= RE PARCEL= 55183.0822 CU: 11
SAMPLE 1600.. A PENNSYLVANIA........ AVE NW 123.. OLD PID
ADDRESS WASHINGTON..... DC 20202..... USA EDIT? Y ALTKEY 1894590
OWNER TIBESAR, GERALD L& THELMA E BK/PG? DEED BK/PG
CO-OWNR DEED ALTKEY
STREET 1028 14TH ST N DOB(MMDDYY)
ADDRESS COEUR D'ALENE ID 83814 EDIT? N %OWNERSHIP 100.00
SUBDIVISION Z99999
SITUS 17217 SPRAGUE AVE E ACTIVITY
ADDRESS GREENACRES TAX DISTRICT: TD1400 STAT/CMP A COMPLETE
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -T- - - - - - - - - - - - - - - - - - - - - - - - -
SPECIAL TIBESAR, GERALD L& THELMA E* BILLS TO MORTGAGE CO.
BILLING 1028 14TH ••-AVE N CODE:
ADDRESS COEUR D ALENE • ID 83814 EDIT? N ACCT :
. . . .
--__-------.~.-~z:--------------------=---
JURISDICTION= 11 ROLL= RE PARCEL= 55,183.•0822• YEAR= 95
PAGE= 1
. LINE
DESCRIPTION ~
O1- 1 10 CORBIN ADD GRNACRS EXC HWY L13 B18 02-
1~ d ~cT •
~ API'LICANTS NAMF G~~ ~ p 1'al►
VARIANCE
aLoG ~ 6 1s os
OTHER '79 MAILING RD ItLSS
r3 $Oip
s 14-3 T R , A-01VE
~
PARCEL •O XIry PHONE - HOMF (2d#) p'.53
~ ROAD NAME !7)~, PHONE - WORK
23
I1ic foilowing documcnts arc nccdcd bcforc the Spokane Counry Cugincer's Department can begin processing your
variaace or building appliration as apprvved. (509) 456-3600 •
~ AGREEMEi~lT TO PAY FEES have beea codected.
~ R.ECORDED COPY OF DEED, DEED OF TRUST, coatract or conveying instrument. These may be
obcained from the Counry Auditor, 2ad floor of the Courthouse. _
I.EGt~.L DESCRIP'I'ION of your access easement. "A LISTIIYG OF NAMES of individuals who will be signing the documents. These individual names-
stiould appear as the persoa(s) legally sign their dame. " -
~ ~ P.!'4~ a.~ ,~t~rr.a t, / .~Pd'q/► ~I~f ~k~~
~gt1~f Y~ ~ e~ Ii~ J~a h klt;mLaI4
A CURRENT ASSFSSOR'S MAP which depicts the Iocatioa of your properry.
OWNERSHIP iVIICRO-RUN. These may be obta.ined from the Counry Assessors, lst tloor, of the
Courthouse, Jefferson edtrance, 2nd door oa the Ien. '
The nec°ssary documents will be prepared by the Engineer"s Department, Right-of•Way Section, upoa provision of
che information aoted aoove. You wiil be aotified when the documents are ready for signature. The documeats may
be sent to vou, however, IT SHOULD BE IYOTED TSAT AZ.L SIGNATURES MUST BE YOTARIZED. 7ae
Engineer's Department does have aocaries availabie if you choose to sign the documents ac our office.
Ptease call when ready Please mail when zoi*~~~~~ Q~,? ?
.ST/YJ, a ~ ~ ~ a~e~_i
~ ~
Nocice to Publ~c ~af.;. QPfy Right-of-Way
COMMENTS
Rig(it-oE-Way Agent ~6,11.1 A06PI Fonvard to you from
k\pftotioc.192 ~
. .a ~ , ✓
. . ,
- 95041`7043:9 ~ - '.FiLEO c~iR~,'~~~c~~o
o; ~ i1~. Y O l .1 "717phriE ~ 3 ~`►~j~ .
REQUES1
2 zE 163-79 Portion of Assessors Parcel No. 55183.0822
B 95052 In1lLIJ.;; . . . .
,.I~ i)t 1 iJ;i
SPOKANC, CUIIN T t. l1;SN.
SPOKANE COUNTY ENGINEERING DEPA.RTMENT
Spokane County, Washington
R1GHT OF WAY DEED
IN THE MATTER OF Sprague Avenue ~ RF No. 2312 ,
KNOW ALL r1EN BY THESE PRESENTS, tYlat Gerald L. and Thelma E. Tibesar, husband
and wife; and James V. and Leila Jean Leinweber, husband and wife!
For and in consideration of Mutual Benefits, grants and conveys to
Spokane County, the following described parcel of land, situated in
Spokane County, State of Washington, to-wit:
The North 15.00 feet of the South 40.00 feet of Tract 13 of Block 18 of
CORBIN ADDITION TO GREENACRES, as per plat thereof recorded in Volume "'S"
of Plats, Page 30, Spokane County, F]ashington.
. ~6i.11Y"1.1'~ i'.t'1..:•.''f`~"... j '
` 1. . . . . . . .
Located in Section 18 , Township 25 North, Range 45 East, W.M.
TO HAVE AND TO HOLD the same, unto the said Spokane County for the
purposes of a public road forever.
IN WITNESS WHEREOF, the undersigned has caused this instrument to be
executed on this _Zg" day of April 19 95 ,
0095004510 ~ _ . .
' . • c~
~cc}se Tax Pai on . ~
Sal • PC~.(~b ~ Gerald L. Tibesar
ka CounY~~ -i* ~ - - '
B ~ f S
. ` c
~115
. .
. Thelma E~ Tibesar
STATE OF WASHINGTON )
COUNTY OF SPOKANE ) ss
On this day personally appeared before me Gerald L. ana Thelma E. Tibesar,
personally known to me to be the individual(s) who executed the
foregoing instrument and acknowledged the said instrument to be the free
and voluntary act and deed of safd individual(s), for the uses and
purposes therein mentioned.
.
,
Given under my hand and seal this Aoy day of #'i~ , 1995
•*~~*~~~~*****~*~*,t~~tt~~,► . '
* NOTAAY PUBUC
* FOR TNE STATE OF WA3HINdTON
RAYnnoND T. MOON ~ NdtA-y Public In ana for the State of
* b1Y COMMIS310N EXPIRES: *
* JUNE 21, 1e97 * Washington, residing at Spokane.
•~~~,~****a~~~*~ ~t,~~~**,t
~ rolwoy\lorm:\rwdeed\kc
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IN wITNESS WHEREOF, the undersigned has caused this instrument to be '
executed on this, __Z,~)Y day, of April 1995 ,
~z-
ifar-les V Leinweber
. . . .Z J ~/p~. ~ • .~~:.~/S
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Leila 3/ean Leinweber
STATE OF WASHINGTON ) . COUNTY OF SPOKANE ) ss
On this day personally appeared before me J'ames -v. and Leila Jean Leinweber,
personally known to me to be the individual(s) who executed the
foregoing instrument and acknowledged the said instrument to be the free
and voluntary act and deed of said individual(s), for the uses and
purposes therein mentioned.
Given under my hand and seal thf sA~W day of 1995
NprTARYPUBUC * Nota public In and for the State of
*FpRTHESTATEOFNW,BNWC~'~N* Washin ton residing at Spokane.
~
* ~AY COMY ►d1~ON ~ /
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ro&,cy1 form skrwde e o1#c JUNE 21, 180
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RID .WAIV-ER, AGREEMENT AND COVE2JANTs' . , YOI. ..l_ rI I r1 PAGE 4 00 J
SCt10W ALL .Fi{ 8Y THESE PR~SENTS, ThAt Gerald L. Tihesar and Thelma E. Tibesar, husband
and wife; and James V. Leinweber and Leila Jean Leinweber, husband and wife,
being the owners of the following described lande in conaidoration of Mutual
senefits to be hereafter derived do for themaolves, their heirs, granteea, aaaigns
; and successor(e) in intereat hereby agree to authorize Spokane County to place their
name(s) on a petition for the formation of a Road-Ymprovement District (RID) by the
petition method pureuant to Chapter 36.88 RCW, which petition includes the owner(e)
property, and further not to object, by the signing of a ballot, or not to proteet
to the fvrmation of a RID by the resolution method 'pursuant to Chapter 36.88 RCW,
which reaolution includee the owner(s) property. If a RID ia formed by either the
petition or reaolution method, as provided for in Chapter 36.88 RCW, the owner(e) or .
succeesor(e) further agree: (1) that~the improvemente or conetruction contemplated
within the proposed RID are feaeible, 12) that the benefite to be deri.ved from the
fo:mat:.on of the RTD by the property included therein, togethe'r with the amount of
any county participation, exceede the coat and expeneo of formation of the AID, and
(3) that the property within the propoeed RID ie oufficiontily devvlopod. Provided,
iurthe:, the owner(a) or aucceegor(s) ehall ratain the right, ae authorized under
RC'rr 36.88.090, to object to any aeeeeement(e) on the property as a reeult of the
imp:ovements called for,in conjunetioci with the formation of a RTD by either the
petition or , reaolution method under Chapter 36.88 RCW and to appeal to the Superior
Court the decfeion of the Board' of County Commiaeioners affirming the final
aesesement roll. It is further agreed that at euch tima ae an RID is created or any Road Improvement
Project ie sanctioned by Spokaqe County, the improvemante required (curb, eidewalk,
drainage contzol and paving to,exist~inga~avement) ehall be at the sole expenee of
the undersigned owne,r,,,.,.tt.hntees and aesigns without any mone.ta-ey
. . , c. , r.. . .
part icipat ion by Spoka"n,..e..• County:~: . OY M. . • . ^ ' l.t r ♦.d.
'rhe RID waiver contained in this agreement ehall expire after ten (10) yoare from
rhe date of execution below. However, at the expiration date the owner(e) or
succeasor(s) agree to conatruct the required improvemente at their own expensel pay
to Spokane County the then e8timated coet of the,required improvemente to enable tha
county to complete the eamel or furnieh a'bond or other eecure method euitable to
the County, providing for or securing,:-to,:the County the actual conetruction of tha .
improvements. The above conditions and covenant apply to the following deecribed propertys
Lots 8 and 13 in Block 18 of CORBIt3 ADDITION TO GRFEPdACRES, as per. plat i:hereof
recorded in Volume "S" of Plats, Page 30, Spokane County, 47ashington.
Located in Section 18, Township 25 North, Range 45 East, W. M.
(over)
. vot.1 7PACE
These requirementa are and ehall run with the land and ehall be binding upon the
ownere, their heire, eucceeeore or aesigne. .
~
IN WITNESS pTNEREOF, We have hereunto set our haiid(a) and seal(e) this ~ day
o f 19 95
.
Parcel No's. 55183.0822 & rr"~`'Ge ald L. Titesar ~ •
,
55:183 . 0814
~ ~ , ~/,sS,., ~/J_~ - / t•..• /~~c~
TYielmTibesar
STATE OF WASHIPIGTON ~
' COUNTY OF SPOKANE j 8e
on this day personally appeared before me Gerald L. and Thelma E. Tibesar,
personally known to me to be the individual(e) who executed the forgoing instrument
and acknowledged the eaid inetrument to bQ the free and voluntary act and deed of
eaid individual(a), for the ueee and purposes therein mentioned.
.
Given under, my hand and seal this day of 19 95 ,
P
• i NoTARr Pusuc *
FOR 7HE BTATE OF WA3HINGTnN * • ~
p* RAYMOND T.MOON * No ary Public In and for the State of
• * b1Y COMMISSION EXPIREB: * -Washingtan
~ JUNE 21, 1997 *
, reeiding st Spokane
IN WITNESS WNEREOF, We have hereunto eet aur hand(e) and aeal(s) this day
,
o f 19 95
Parcel No. 55183.0822
Ja 6 A. einweber ,
la ean L nweber
STATE OF WASHINGTON
COUNTY OF SPOKANE ) ee.
On this day pereonally appe8red before me, James V. and Leila Jean Leinweber,
~ •pereonally known to me to be the `individual(s) who executed the forgoing instrument
and acknowledged the said inBtrument to be tho free and voluntary act and deed of
safd individual(e), for'the usee'.and purposea therein mentioned.
Given under my hand and aeal this 4A day of l , 19 95 .
P
*~*f~~~~~~~~~►~~t~~.*~~*~*
Nor ,
* ~ ~i Public In and for rhe State of
~ ~ WASHINGTON
~FOR ~ T.M0m * reeiding at SROKANE * IiY ppApMpN pXIM *
* Jt1NE 21,1967
* •rt~**~~~r~~~~~~,~~*~~~tWt~*~~
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028pAG[ 270 ~ . . . ~0~.
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REQUt:
9505160227
' Portion of 55183 . 0814
Main Avenue No. 1689 '
B 95052 tl~tt ~ ,
, SPOKnt~~~~kc~
• .
- ' . SPOKAt1E COUII'fY EtIGIi-JEERlIlG nEPAR'1'ifEtI1'
c
~
Spolcane CouiiLy, lladh Lngton U.4 I
pR&IIIAGE EASENEIJ'I'
The Grantor(a) Gerald L. Tibesar and Thelma E. Tibesar, husband and wife,
, of the county oE Spokanef State of Flaeliington, for and i.n coiieideration of Flutual
Benefita, the recelpt of aihicli ie hereby acknowledged{ granta to The
County of Spo}cane, St•at•e of Waaliington, n Urainage Eaeement over, undez, and acroee
khe followi.ng deecrLbed real property eituated i.n the County of Spokene, State of
Wae'iingtotit .
. .
' The South 50.00 feet of the North 55.00 feet of the East 152.00 feet of
' Lot 8, Block 18 of CORBIN ADDITION TO GREENACRES as.per plat thereof
' 'recorded in Volume "S" of Plats, Page 30, Spokane County, Washington.
Located in Section 18, Township 25 North, Range 45 East, W. M.
. -
. .y ~ a .
R. E:,Exci Tax Exemp~ ~ Date ~6 ~ 19 ,f
ne ty Yreas.
. /
prainage Eaeemente, ae deecribed hereinabove are for the purpoee of inetalling, .
operating and msititaining dreinege factlitiee to diepoee of runoEf, are IierebY
granteci to the publlv. `I'he County of Spolcane I e tiereby granted the riglit of
ingreqp pnd pgreea to all Drainage gaeemente adjacent to tlie public riglit o'f Way.
The properky ownar shall maiptaln tlip drainage area witli a permanent llve cover of
. laWr1 ttirf, with optlonal ehrubU'ery and/or treee, which do not obstrucr the flow and
percolation oE e,torm drainage water i.n Llie drainage area ae indicated by the
approved plahe. . , •
The Grantor will conetruct tlie drainage facili.tiea in conformance witii Lhe approved plane on f ile in Elie County Engineere Of f ice.
The ~ndlyidual lot ownera or thei.r eucceeeore in• intereeL eliall maintain the
- drainage facilitLee in conformance with the approved plana on file in the E4igineere
of ff.ce, . .
The property owner or Iil.e repreaentatlve sliall i.nform eacli eucceedinq pLircllaser of
all prainage Eaeemenie oii i:he properL-y aiid Itis reopnneibf.li.ty for mai.ntal.ning
dral.nage facillties wlthl.ri eaici Drai.nage Eagemeiirs.
~j~ ' 1~'J-i~' 'kya ,i►riy .G . '
' YOI. 1728PAGE 271
The Drainage Easement deecribed hereinabove ie to and shall run with the land. No
modification-of the boundaries of said Drainage Eaeement can be made without the,
prior approval of Spokane County.
Whenever the individual lot ownere or their auccesaora in interest fail to maintain
the drainage facilitiee in conformance with the approved Orainage- Plan, a notice
: will be given to the individual lot ownera or their eucceeeore in interest by the
County. It not corrected after ten (10) days, the County has the right to correct
the maintenance failure or have it corrected at the expenee of the individual lot
ownere or their eucceeeore in intereet. Spokane County-does not accept the reeponeibility of maintaining the drainage
couree on prfvate lote within Drminage Easemente or floodplsin areae# nor the
reeponeibility for any drainage whatsoever, including but not limited to inverse
condemnation *to any propertiee•due to deficient conetruction and/or maintenance of
drainage coUreee in Drainage Eaeemente on private property.
• • . ` . ~ -
: IN WITNESS WHEREOF, We have hereunto set our hand(s) and seal(e) thisday
~ of May 19 95
. Gerald L . Ti esar
: ~ ~ •
' , . • lr`, : . : ~i . et~,~ • c./
, Thelma E. Tibesar
' STATE OF WASHINGTON )
• COUNTY OF SPOKANE ) ee
On thie day pereonally appeared before me Gerald L. and Thelma E. Tibesar,
pereonally known to me to be the individual(e) who executed the foregoing
instrument and acknowledged the eaid inetrument to be the free and voluntary act
: and deed of eaid individual(e), for the uses and purpoeee therein mentioned.
. , 9,k
Given under my hand and seal this ~l day of A1av , 1995 001.
11arroigV #"oj
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NotQy Public J
• , :
In and for the State of Waehington-
NoTAHY . , .
- • • " rQeiding at Spokane.
~ •
~ - ~,o PUBLIC: My Appointment Expires
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Y O l. 1 7 20PAGE 16114.)TEROFFICE'
.
~ Portion of 55183.0814 ~
.~5n~18n3n9
Main Avenue No. 1689
B 95052
RE ouL
SPOKANE COUNTY DIVISION OF ENGINEERTNG
Spokane County, Washington t!p~ ~
SIDEWALK AND UTILITY EASEMENT
SPOKI.P1f" i,U~i►+'i ti , v; ~,~H.
THE GRANTOR(S) Gerald L. Tibesar and Thelma E. Tibesar, husband and wife,
for and in coneideration of Mutual Benefite, the receipt of which is hereby
acknowledged, grants to the public and Spokane County, a political subdivision of
the State of' Waehington, an EASEMENT to uee the following described real property
aituated in the County of Spokane, and the State of Washington, towit:
The South 3.50 feet of the North 8.50 feet of the East 152.00 feet of Lot 8,
Block 18 of CORBIN ADDITION TO GREERIACRES, as per plat thereof recorded in Volume
"S" of Plats, Page 30, Spokane County, Washington.
Located in Section 18, Township 25 North, Range 45 East, W. Pi.
The EASEMENT granted herein ie for the purpose of inatalling a eidewalk and utility
' strip per current etandarda of Spokane County and will be left unobstructed and
. open for public use for pedeetrian traffic.
It ia further underatood and agreed that the eidewalk will be conatructed
by The Grantor or his assigns and maintained in good repair by the
Grantor(s) and in eo dofng shall not be conaidered agents of Spokane County.
The EASEMENT described hereinabove fe to and ehall run with the land in perpetuity
and ahall be binding on, and shall inure to the benefit of the partiea hereto,
' thefr heirs, eucceasore or aseigne.
IN WITNESS WHEREOF, the under$igned has caused this instrument to be executed on
this day of Mav , 1995 .
R. E.. Exci 1"ax Exempt
Uate ~ 19l .
~ Geral'd L_,, _Tib6sar
Spo ne ' t~Tr as. ~ T j• ~ . /0~'%y~.
Thelma/I~:Tibesar,
STATE OF WASHIIZGTON )
COUNTY OF SPOKANE ) $s
I certify that I know or have satisfactory evidence that Gerald L. and Thelma E.
Tibesar
are the peraon(s) who appeared befoze me, and eaid pereon(e) acknowledged
' that thev eigned thie instrument, and acknowledged it ae thPir free and
voluntary act, for the ueee and purpoeee mentioned in the inatrument.
Dated this hor~° day of MaY ~ 1995 .
fJA/'✓~
NOTARY pU9UC
44
* FOR THE 6TA'M OF WASHING'T'ON * N o iXyy P u b 1 i c
* pqYMOND T. MOON In and for the State of Waehin ton,
* ~„11( COMMIS310N EXPIRES. * 9
~ jUNE21,1997 ~ reeiding at Spokane.
•~~~~,~~~~~~~~~~*~*~~*~~~*~r
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AC°f' IOf~~ n R SC: REEs N° t_. AND f~ SE.f~ IDz1f'v t'-' C HANGE-•-h E'ASON 4
L A N Ln, C F-9 R R A Ca T E_-_ R I s "r :L c s
Jt_I = :i. f~ i~ FZ~: F' F~ C : ~ J. C~ A (=)~31 ~6 V F'i 9 a F i i,... f::: E`v 9 8 945 1 4
raYR= 95 S'rATLJSg Ar"-r IvE
S 3: T1JS flDD}=il~~~i."- R t:y 1 i2 2 MA T I\! AVL; GREEhiACRE=S
A17I7 ' L f\lL}M HE E R S a
NEIGH~.~C.iRa°IOOD-. GfifWACs F'a;FiCf= t_. I.._AIND USE.-, CQOB #_AiqIJ L T NE CNTn a'
A[:. RE At':IF----a c_f . i y i y s=~ LJ: V:[ I'J G t.J NITSo BU:C DJ: Nr C I\! T o 1.
a 1D,? L 1,.~~ l" ( Y/ N); N % E:t i.... IJ G Cl !'J!._ Y (Y/N) n N VACANT (Y l N)° N
~ ~ ll 1) 1) 1 1' :C 0 i'J i i.... i) f-1 -f" A
RES/ 6\f C7 i'J RES C F'~ EV Ai.._ 11AII._. DTa 12 f 0 1 x MF' 1=~ OVED P={ i... f tEr1
Rs= VAL QUnDRANT SE APPEAL DuE r 'r . I :L UN 7: M~, A~~~~ ~
~~EE NOTE SOt..IARE r:. EET 81. 2;C-y
1_~R NEW Nca-r IcE? F:c RE ; ac...r,%*E; .
MARf••. EI b! A!.._ UC_.. 4 6t..f t( rty •3 a h..! B L) .:3E `d L. LJ G. a f 1
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_e._o _r.._..._ Ac3 SESei ClR° S :1: NFORM~'~l° IOi'J k:?A'TA a C REEN
JUR113 ~ ICTIC3N= 3.1 YR= 96 ROi._ L._ RE_ PARi EL... =
f,] W iq 1e7 R i l" l9E!3Af:Z., ~ ERA a) t_. Q~ "i" HEi_ f"i A CC' 2 F:[ E{__ D 8001~:: d 0t°a 8642 OF'
~a~~~~iE~_ ~r t 17~:~ .'s.> E 1%1 A I 1•1 ~aVE T r~c.~ta n
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.7 2 E/1 i I-'n EX. 110 a
S .1. Tf»~ S 2. E !la"'! 1 N ►N `d 4.» .L ASl !.1 lJ u 1 Y S1"~ SS0 Y
~ DDRE3 S 5' GRE °i' AK )D a: STF=i .i [ : °f A TD14t°X> 2 PF't OF' : I I :1. C->
L E:l'.' ( i i_ ~ CC:.;RB:C N ADD Ci RNwl C RS EX C N5F"f In_ E3 RE 1.8
t~ ~ i lb~"` ; ~f~ F'-rI~. C: t_ ~a --1_ "i" ~~i C~ f ~'~i h'f E i°#-~i~~T}
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TAiLABLEA 9.; R f_7t~3ie)
;=;Al.mE• ° 1%'~ 94(-):l, 77":801 DA"f E: u 11 Cdl 94 I NSTe WD -I`RONa Fi F'Fti :C i:E_ o 19c3 q s(--)(-w)
SAL_E-_. 1.;e e 9~01 5407 DATEo 08 04 9=' INST u G!C TF'tiANu f; F'f I C c
42,5e ~ ~ ~:.1 `a 1t7 i~J :I. R 41. c 1. C~ :t o :r~'I 4/ 1. 1/ 95
.
~ .
THIS
TItANSAMERIC'A '►r:~n.:~m~~~~~:~ fILED
i'1'ITLF INSU1L1NCT 'r~~i~~ i~,.~~►.~~~«~ (.,m,ll,all>• . . . pt Weahl~►~baa
. • • • REOW.; ' -
~ fILEO f0(i N@CORO AT RCOUC.°iT Of 3
9411030100 ~ w, . .
~ SPOK1,~+! •
WNCN pECOR0E0 RETURN ?0 ,
Nnme... . . CRECORY. .1..., DECKER, ATTORNEY.
N. 25 MULLAN ROAD, SUITB 302 :
Addioee . . . . . . . .
. . . vo~,1668PhcE 36.
City.Sieto.zir...... SP.OKANE• WA 99206 . ' :
. . .
l'JR ;:R '`rJ Or) C..1 LP044 ►3ov. W
nNl' 0!'1'IANAI. i'1ZOVlSInN N()'1' lNITI:\l.l:l) 1I1' Al.l. I'I:FttiUN1 SICi\'IVCi '1'lllS C'UVTFtACl'
1VIIli'fI1l:R INI)IVll)l.►.1LLl' OR AS AN UFIICI:It Ult A(iIiN1' 1S NUI' I':\FtT' Ul: 'i'lilti
C'ON7'RACT.
1tL•AL ESTATC CONTRACT
(REtIDENTIAI. SHCIRT FnRN1)
1. PARTIES ANU [)ATL', This Cuntrut is riilcmt into un _._N0VE.4l1EK_1 . .1994
_ . , . . _ . .
hchwrrn ...__JAMGS V..I.EINWEIIER_.1N0_LEIirl.JM'1.LEIh'WEUEEt.. HU5UiLyD A►\UWIEE _
ci. "Sclicr" anJ
CERl1LD L. TIBESAR AND TIIEl.4r1 E. TtU55Alt. NUSIIANU ANU NiFE
_ . - - n~ "t3uvtr."
SALI• AND L[:GAI. UCSCRIPTION. CeIlctagirrsta scll ta t3uycr nnJ iluycrnErcc.lu rurclmc Crom Scllcr tlic
fullowing Jrscrihcd reul est;itc in _sY0KANE Chunty, Stntc ol' Wnt hhigWn:
LOT 13 IN QLOCK 18 OF CORBIN ADbtTION 'CO CitEEiVACltES. ACCOltDiNG TO i'LAT IttCOKqEt)
IN VOLlJME "5" OF Pl.e\T5, rACE 30, F-XCEP'C T!U'f C'Ali'f CONVEYEU TO TlIE 5TATE OP
WASNINCTON, FOR S'fATf: HICIildAY rQ. 7; IN SrOKANE COUNt'Y, WASlIINCTON.
0044017403 ' -
cxCiso Tr,x Paid U~n ? ,v
SaIe Amt. Pd.
,pol;ene ouny Treos.
1. 1'E:RSUNAL 1'KOPC:RTI', i'rnonal rmprrtv. iP:in}•. inclutlr.l in thr xalr i. a. li,lluws:
4 N'u r:irt ul'the rurclr,iac pricc is attrihut«t to per.onal l,rurcrty.
4. (a) .1'lt1C'li. 11u~•cr:~grrr. cu 1mv:
5 189.500.00- 1'ut:ill'rirr
I.r.. tS . 19.500.00- _ 1 Uoa•n I':i)•ntent
l.rx., IS . 1 Assunutf Uhligatiom (sf
Itcsulis in S 170.000.00 Anwuiit 1-in;tnc«I hy ScIIcr.
Ih) r15tiUMl:I) U1lLIGAI'IUNti. Nuper:tgmrs lo pay Ihr ahovc As.umrtl nhlig:uion(s) hyassuming
:indagrrcing to Pay th:it rrrtnin _.~fatr.l rrcc~rJr~l as
A1:# - . 5c~~cr ~carrant~ Ihr unraid h:ilanrr c~f s,iiJ uhli~atic~n is
S - wIiirh is ruyahlcS----- on on cefurc
Ihr day of-_ 19~---.._..._ ~4i~,-a,,;';'~- - intrrcst at thc r:►Ir of
. _"6 rcr annum on the ~leclining hulance thereof;'"aii~ a liKr umount on on ccl'ore thr
Js+y uf ciich and cvrry thrreaftrr until paid in ful1.
Nc~tc l-ill in the tliitr in the fulluwing h~~o~linrs only if thcre is an carly c;ish out datc.
NO1'1\'ll't IS'1'ANl)In'G l'I Il_ Al3pVE, T'l lIi I:NI'IRli IiALANCC UIT PfZ1NClVAL r\ND 1NTLR[=ST IS UUE IN
FUI.L NUT LATl:ft 1'IIAN 19
•AN1' AUUITIONAL ASSUMGU 013LI(;ATIONS ARL• tNCLUUI:[) INADDENDUM.
• ~ - ' .
PAGC t of 5
~.,~mllv Y( 14 4 Il,r., 1~yfFf
• ;
' .a
.
~ •
VOt. 166$ PAGE 361
(c) PAl'MCIti'T O'r** AMOUNT FINANCED E3Y SELLCR.
Bu* N-cr agrces to ray thc sum o( b_I 70,U00.00-- as foilows:
y ~ 1 ~426.63- . or morcal huyer's aptinn on on ceforr thc dtiy af, DECEiNBGR
Ig 94 intcrest fromrl_t_/ t/94__. at the ratc of 9 _%pcr annum on lhc
tlrcliningtianricc itcreo(;anclalikcamountormorconorheforethc _dayafeachandcvery
ihcrcafter until paid in full.
Notc: Fill in the datc in the follow•inF tH•o lincc only if ihcrr is an carly rash oW datc.
ti'U7'WITI ISTAN!)!NG THIi AliOVC. Tt lti liN'T!!tE ttALANCIi OF 1'ltlNC1PAL AN1)1N7I:Rl:5T 1S llUl:1N
, •
I'-*ULI_ NOT L:17't:K T11An' . . 19
Pa~•m0nt. •irr •i i,lir~l lirsi iu intrrest •~n~i thrn t~~ c-rinci,:il. I'~►~•nir~~ts ch;ill he nla~lc
~~6X~K~t~RXR7t~~,1~AXX&1i~3?xxX1~~IZS~K~XA~xXaXXIQRXR~IR~X~R~KRIY1~Y14(RIRRRAR._ , .
tmmRRAN-96,RVIt, Y&111~1216
I~All.lrKl: l'O ~1,\1~l: !':\1'A41:NTS ON ASSU~41~1~ OIiIJC;Al'IONS. lf Buyrr f:iils tc~ mak~ :tn)' r:~)•m~nts
un a..umrJ uhiigation(.). tirU. r may give writtrn nutice tti ltuyrrlhat unlr•. tiuvcr makra thr ttriintlurnt paymrnl(.)
m lhin lifte. n ( I i ) day., ti►11rr %%•ill nt:tkc thc puymcnl(a), togrthrr with :uty l:tte c ha rgr. ;►kt.lilianal inlr«st, rena itic..
:i n~l rc►.ts ;ia•r.sr~l h~~ ~ hr 1(i~l~lrr u I't I~c ;~asum~ i1 ohii~::itiun~.). `1"hc 1~-ci;iy ~~rriu~l ~tt:tiy tK sh~~n~ nr~l t~ a~•ui~l thr tt i~«~t
t a ny rcmrtly hy I hchnldrrol thca.sumcd uhligation.liurrrnhall immcdialrlyalter such r»ymcnt hy5rllcrnimhunr
Sclie r I„r thr ;imuuni c,t .urh r:i~ nicnt jilu.:► l;ilr.•h:ir~;r rti u;+l lu li~•r licnrnt (3"~~) uf thc:►mount su r:~i~l rlus :ill rosls
;uul :inunuya' I'rr• iacutrc.t bv `rllrr in ronnc.tion a•ith making.u~h I,aymrnl.
h. l;il Oill.l(i;'tU1S 1'O HI? P~~II) til' S1:L1_I:K. 7't►r 1eUrr :igrcrs lu runtinur to ~•:i~• t'iutti {~;~~'lllCilts fCcCtvet1
~ herruntlrr fhr I~oUowing oh1ig:ilinn. which uhligatiun mu•t hr paid iu t'ul) hen Ruyrr Pays the pu«hasr pri.r in
1'ull:
:•hal :rtlain .latrd .te%.yonle.l as :\N a . . . .
3 A11' f\1)DI1'IOV:\L ON1.1(„1'1'IONS T(1 RV 1`All) 111' SL•41 l:K.•\ltf: INCLUUCn IN ADDENDUNi.
~ Ihl l:(,1U111' nl: Nlil.LliR 1'Aln 1N FULI_ li the halanx uwrd the Srllcron the purchnsr prirc hrnin hc.amt.
} cilunl tu the hal;tllcrs ow<<I urt rrior mumbftttl►rs hi iiig paid hy Se11cr, liw•rt will hc tIremrJ to have tiscumcd s;tiJ
4,f ihal aaw. Huvet xh:tll therraflrr miike p.,ymrm% iiitsm to the h„ldrrs ofs:titt cnrumhrunccs und
tttctkr nti I'ucthct li:►~ mcsits tt's Srllrt. S►11ct ahn11:i1 th<it lim<<tclivct lu Huyrr a iuliillmcnt dhk1 inacyantanrc with the
~ ~ rm~•i•iuna of
1c►FAl1.lIFtti OF Sf:l.I.1:FtTU M?1K1: i`:11'\111iNl'N UV 1'Fill)R 1:\Cl!A1HR\NCES.If Sr11erPiiilstamiikc uny
P:t) mrnt. „il, uny rtiut ctWtunhmi:e, t1uyrs mq giVrwnItrn,%-mwrtoS,11cr that unlccaSetlcr makec thcdclinyuctit
paymcm. 1~daN Hu~'ct il) tuakc ihc ri%yments tc+g-vtlirt witt►:m~ Iatc rh.uSc, aaailional intctrsl, rrnaltics,
• iintt ro.is u.•r..rk! hy the h(iltlct tii ihr prior cnrumhtan:r.7hr 1~•~1~~~ gwri(xi m~ty hrshortrned to uvoia the rxrnisc
ofarl) rrmcdy h~lhrholdrttiiihrPii„tMumINra11k~r.lluyci maykleiluo inramountssapaiJrluc:t lmr.hargrufA
t,f ihr iimiiuM %o rnul 411111 allyatlmmrl,,'trm inimml by ltuyior in cunnrrtioa with the arlinyuenry fmm
pa) mritit% nr\l hr:'tNnIuip tfur Scllrt tin tho putrham~ Pricr, ln Ihr rvrtit lluyct makcs such aolintlucnt paymrttls on
ttur< <~~:n~ian•, Uuw .hall ha\r thr ti'ht tc> mal;r all ra~mrn~s duc thac,~ftrr dirw ta ihr ht,1t1cr of xurh pritir
rncumhrnncr 4%ml dc%luci thc thcn halapic oHing an.uch pciuc cncumhcamv 1'sc-sm the thcn ha{ancrowing tm the
run•ha•r pntx amd l,•►fu,c prtilH114• pA1'111e111\ NIl II1l' hAatwr tlur Srllrt hy the P.1y11tCQ1sl'itll[W COC ll1 mkCh p[1(i(
rn►umbranrr <<. %urh pa)mcm% hvti:omr Ju►,
O7'lll:lt F\t'l1,\tlIF:A\('t:1% r\UAI\ST Ttll: !'RO!`Uhll'. TRr rct►rcct,r is suhjcct to, cn~umb~amrs
inclutling ihc I,0114miiig I~•Ir~l irmiil6r., rw-rmrilK rr•ilwimiii, aiid rrservnti„ns in uddition ai (hc obligaliuma
a.~uu~r~l hy llu%ct ind Ilir rhli~miun. tti•ing Iaitl hy Srllrf:
r\\1'AD1){Tll)\A1. 1O\-\1U\1:1'AKY I:NC11\,1HFt:\1t'1:S :\Ftli lNC1_1)1)t:l) lN r\laI)I:NUI!N1.
.s. 1Vl.l1l.L\II:NTI)l:l:l) llrun,myutv tuufnllamounts .lu.tie Ilrr.tiell►raFtrc•tndctivcrtulfuyrra tit;iturory
11'arr,iniv Ihrd In liillillmciu (ii ihi. C'ontr:irt. 1'hr cm•cn:►nta uf %%arranty in s;tid J+:cd sh;+ll not arp{}' t.) 7ny
rn:umht.ii~:c..i.~tut~~•~1 hy ltuvcr tir ti-i ktcli.ts in iitlr;iri.ing.uh>ryurnt lu thr daIC Of t}itS COI1lRact hy. ihrougli nr
unJcr prr•un\ other th.in ihc S.Ilrr hctriii. :\m• pmm,na) prar.riy iilclutlrtl in Ihr .alc shall hc inrluJctf in thr
fu{lillmcnl .Icc.l.
~J. l.:\1'l: C11:\h(;l:S. If:imy paymrnl cin Ihc runh:i>r prict is not rnad<wilhin Irn ( IU) ~l:iys:ilirr th~ ~I:~t~ it is Juc.
liu>'cr agrce. tt► ra►• a I,ite rhargr equal to 5% of Ihc:umownt ul'aurh paymrnt. tiuch latc {i;q'mrnl rhargr Shall hr in
.ltl.liliiitt to.i{{ nthcr rrm«fie.av:iil:ihir tu tirllerand thr lirat amounts rrccived Irom llu}craflersurh lutrchargrs arr
.luc .Ii:tll hr .t{l{ilird 1o tltic lu{c ch;►fi;....
10. \t) AUVli}tSli 1:FF1:CT ON PRIOIt !:ti'CUA11)RANC[:S. Srllcr w:irrants lh:►t cnlry inta thir Cantract will
ntitcau•r i11:uny priurrn.umhm ncr(:%):I hrcach.(h) accclrrnictl paymriiis.or(c):in inc re:ix«I inlcreat r:ur: unles+(al.
(h) or li 1 h,ia hrrit cpw%riitrd tu hy litivrr in'a•ritittg. , . '
•.`,r ' 11. I10ti\LS11O\. liuv.•r is rnli0vtI to pu>.r,•imn ol Iht: Propert)' frum :ind :ilirr thr datr ul' ihis Cuntr:icl.
' ur .I'l .Whichrvrri.lalcr..uhjrd toanytrn.inrirsd"crihrJin .
. !':ir.igral,h 7.
~ ~ .
' Pl1GE 2 oi 5 ~
t , - . _ . w...`.~
. • VOI. ~s6 SPAGE 362
I?. 'fAXh5. ASSf:SSMENTS ANn UTILIIY (.IENS. Ruyrr aFrees to ray hy thc datr duc aII tatrti and
assrtismrnts hrruming :i licn ;igninst thr pmprrty aRer thr d:►lc of this Contr:ict. tiuyer m:iy in guud (iilh rontrst any
such I;ixrs or:i%wssmrnls si) Icing :is nci Iorfriture or a.ile of ihc rroprrty is thrc:Urnrd tia lhr R-sull ofsuch cuntrst. ;
13uyer :igrres Ic► priy whrn tlur nny utility charges wliirh ma>' hernrnr lictts xurrrior to SrUrr's inlrrrsi unJer tllis •
Cunlr;irt. II' rc;il r.mtc taxrs and rrn:iltics nrr :i..c.ectl tig:~in., ir,e prorcnv suh<riluent ta dair ol' thi< C'untract !
hrcausr oI' a ch;inix in u~e priur tu Ihr iI:ole uf Ihi. Cantr;ict fur Olirn Sra«. 17nnn. Agrirulmr:i) tir Timhrr
rl;t%.ific:iliona :irl,ro%•«i hy Ittc (:ounty tir iicc:iu<e of a tirniar Citizrn's l)cclaratiun lu I)efer I'rolirrty 1':~xes tilr.l ~
rriorto thrd;ite ol'thisC'untr:trt.llu%•cttn:iydrm;ind ina•riting r;iymrntofsurht;i!crsand ren;iltirsa•ithin?lldaya If .
raVmrnl is nnt mad.. liuyer m:y p:iy :ind tIrtlurt tItc amciunt Ihrr-c-of rlus Pb rrn:ilty fram Ihr paymrnts nrst
hrruming cluc tieller untlrr thc Cimur.ict.
13. 1NtiURANCI:. Huvrr :igr.rs to kcrr ;iU huildingc naa• cu hcrenlierenmrd oii thr E,norcrty de..rihv.l hrrcin
continurnisly insurcct untlcr tirr cinti extcntIcJ.ovrr,rge riilicirs in an umuunt nut Ir.. tlr.un tltc hal;inrea amrd on
ohligatiuns :issumctl I,y Nuyer l,lus iIie hal;incr cluc SeIIer. ox I'u:o inaurahlr valur. hi:lirw i% lua•:r.:111 roli.ica
shall hr hrltl hy ihr 1eIIrr und he in qurli camp:inir. u% thr Srllcr ntay urjlruvr niiJ hme lu.. pav;ihle tinl tu aiiv
hc~IJcnc~fun~lrrl~•in~:rn~ttml~r;inrr..thrnt~~Srtlr~i~.thririntrrca~~m:i~•;~rr~:~r:~n~ltt►rt~t~illu~rr.ltu~~.; mny%%ithin ~
tll d;iy.aftcr lu.% ncEoui:ur ;i rontr;irt to suh.lani;illy n%1un thr liR miar• to thcir ctintlitiun t+.lorr tlle 11' 1hc in.ur:inrr prorrt.-d.are s►itlirirnt ta pay Ifir cuntrcicl pritm I'or tr-ouratiuu ot il' IIic 14usrr d.~~io.it• in rwww ;~~tv
deli.irncy %vith in•truciiana Ic) al•ph• tlir I'un~l. un 11ie n.on;itiun raiuract. thr rnoperty .hall he R•horr.t unlr•• thr
unJrrlying rnruuihronrrs providr utNrmisr. Othrmiw t!i< <t mtiunI %,%)llimhti1 uttttcr ;uiy in-,ulhncr pulirv •hyll hr •
applird upan ;ins, cinu,uiiis tlur hrnundrr in su►h or.t.r a. lhr Sellcr.hutl Jet.•nninr. (11 thr ewnt oI' Iutl:NUn•, a11
rights tif 11uy.r in in.ur.in.e poli.ir.llicn in tiinc .hall paa% tti Srllrr.
IJ. NUN!'Al'At1iNTU1: YA\I:S. iNNsuwANrcAN» v-rILirIcs CONsY'll'Ul'ING Llli\S. 11'11u}.r I:Iil% ta ~
ravt:~~ranrtt~>r..mrnt..in.ur:~n~~rnmiurmlirutiliq chaqla.v+n.titutinElt.•mpriorto Srllrr*% ini.hstuntl.r lhh ~
Cuniract. 'NcUrr may pay aurh it.m.;uid Hu%rrshall ItinhN ith r.hy tiellcr ihr omouni Ihrntil'lilu%n tat.
tifihe ;umount Ihrntitrlus am•%ti)•hintl:iuarnry'a ftz• in.urn-l in "y►nllociion %%ilh ule1,flig .ucN tm% iurnt.
1~. CnNI)Il'ION ql: 1'ttnl't:Rll'. Itu~rr;~.`~~~t.11io lihir+.nv in 4% rrx-N►•iil .ti►nhlitf►Iit itilkt a.~,i~~►~~l~~l~ti. il~n1 ~
1l'lll'r. ~tli :IZ;~'111s t111~~ s11l1i1~;c111s II.1~~ 111d"~C tlll h11CCt~ttl Qt(tttt l2t t\'q[t:tttl}' l~`ttll`tll~t!~ ~~tl' (`~2~~{il!) ~:•~n~lll~~~~► ~~1~ 1~1~• i
rnilirrtviuthru.r~towhirhilitaybciNul whrr Ihmn.1.No liinhtirrrin.Wi\rtAgt1vs 1t1111A111tA1t11I1Cpt11lieN\'IIIm1eI1 E
rtintlitiun us %ymnrlir. %%i1h cill npplicrlllc Ic►\%.. ~
Ih }t1SKC?FI.USS.IIu~•.•r.l~nllh.~nrtl~.•n.kut'I~~..~~~r~l..~nirtton~~r.ti~t~►I.~mn~►t~~~~~~t~tl~rrh~~~crt~.;\ii~ ~u~l~ I~~•~ =
shall luit nH.ti•r Nuyer I'Mm aity o1' 11u\rr ahligillItsm INunulnt tll tllla Ci►rtttd.t.
17.. 11'r\ti'TC.11uve,-.h:ill {,tti it ih►• rmtsert~ ii+ j,~whl h,r,~f runkl.l►a!I niit ~vmintit ur•ull: r~►~~%tr tir ►IItUI Jnm~~Nv ai ~
ar ~lcstnicuu~i al't1t.~ rmlicrt~•. Ilu\rr.hall nat tvmo»rktiimmrniM timhet uhaut tttr rtitten .ti►nwilt Ilf Srllm ;
IN. AGRiCULTUFi.1L USI:. It"thix prolvrly ia tu tk u\,.--f rrin.tpallv t't,r agri.ulwrel rummr-~ Ilu\rr
rund►ict fann antl liwatti.k uNraticift'. in c+vtivntank-c %+ittl 1;%xlJ hu.hnnJn• rmli.v.. tn ttir rwnt d t'orl'.Itun a.t'ltin ~
isinsiit►it.-1.T3um-wm.rnl.tuScllrr'.rntnunthrrn•m(K.n) takrary trammnhl.•a.titlnt%K»n•.nrwil,.wp.,Inrr% .
:uttl l ivrstu& •
ly. CU\1)li\1\:\'I'IO\.1r11cr :1 11J hul, rrmav ca:h <t 111hare.%m n.not'A n fntrn-i itt I h. Ii ny,.rI\ (n 41 n r it:tits n .
coiir. rnin~.vm~l.~~~n;~li~~ii ~~t't~m• ~,~rt ~~I'~h. r, riv, lluwr mav v►ithin 3t~ Ja~• nlt.r ~~~i►~Icci~n:~tfu►< <u~~l r►•m~~~:il
ini IlnivrmrIlh, nr).ti1li;ite a tt►n1ra:t lti.uh.t;~ittinll~• tr•ton ►h.• jinrnor% 1it thetr om.lition hel'i+n thr m»ural. tf'(I[~" _
.v1ii.lrm~~:~ I itin ~~nk~~til. c~n ~utli.i.nt tti tl,~y I 1i.•.omtrh.t I% ri.v lur n•t~~ratft, n tir il't h.• Ilu~rr ~1e ln►.it. iti e.►r►a• uiiy
drli.irn.y~\0l1in•tri~.ti~~~~.t~~;1~~~~I)'IIIe IIIt1%I% ilI11I1c t1'%hot:ltisi11wtllricl.tI1Clihtitilt\'O1.lIIIie fc%ltlmIU1lIe•% UIItIetICItF~ ~
rn.~~mhr;in~~.~~m~ i~lc~~~hrrn i..~. Uthrn~i.r. ~~h~~~tih~~!'th~ ;~~~nnl•hyll 1~. ul'I'li..l in I+a\ mrrit uCthr t,.il:in~e dueun
lhi putvh:iw ptii1.a\ \.•Ih•r may %lir%vt. ;
20. I)1:F:\UL'i'. 11' the lim.r lail. tti ah.rnr tti li.rltinn ;uw trrnl. 01%013111 tir ..►mliflon tit' thi. C'unlrart. ~
Srllrr m:►r:
I:il luit ftir 1nstnUntents. Suc tar am dclinqurnt pcrituli: ll:i%mrnt: tir
Ihl tiii«ili. Prrfiirtnsmrc. Suc ftir .p.vilic petltinttancr af ;iny af Huyrr'• utilig:tliu11% i'ur•ua►it Iii 1111.
C'onlr:i.i: tir
rt,rr~~t 111m~,r's t„t.n-.r. 1"arlcit lhi. C'unur.irt runuant tu C'tt. b1.MU, RC'1V.:►. it i. l,r..emh• rn;irtrJ ;iml
m;n hcrc:illrnce ant.ntIetI.Thrrlli~i ol'~uclili►rteiturrinclu.les:lilallriglit.litlrand intere.l inthrrruileriy t,t'ihr
Huyrrand all I,rrstln.cl.iiming thnit►gh tltr 11uycr.h:ill he terntinat.d:iiiltlie liu}'er's right% uritIrr11irC'ontra.t.hall
he c:m.rllrd:(iii):ill.unts 1,rrviou.ly l.ai.l untl.c thr C'oiur:nt .hall helung tu azitl hc rrtaincd liy tl►r 1illcrt►r uthwr :
~iviwn 1uahoi» I,:iid and rlllitlct1 ilieretu:livl;ill imllruwments inadctu;ind unh:in-e.trdcn►r.tin thrpnoprm• sh:ill
helung 1o Ihr tieller: :in.t Iv1 Iluy,r sh:iU he r.quirrd tu.urrrntler passessicin ot'thc prurrrty. imi,rovriii.nt..:ind
unh.icvr.trd rn,l•. iu ilir lrllrr 10 da\s aftcr tttr liirliiturr.
i~•
uy
I.Il,~rrrlerutiun ~if llt►lunrr Dur.Gi~•r Ilcr ~~•riiten niiiirr ~Icm;in~ling ~~:i~•ntrnt tif s:ii~l ~Irlinyurnri~s :~n~l °
1mymrru tif a I:ur rhargr ti( t,t thr amount t►f surh cIrlinyurni paymrnis and raymrnt tif Srllrr's nuaonaldr ~
:utornrv'x fers :ind rtisis inrurr«I ttir srrvices in pnparing and scntling surh nutire snul stmint that if paymrnt ~
pui:.ii;uu a,.:iid Ni,iire is ntil rtrrivrd within Ihiriv I.1111 days afier thc ilatr s:iiJ Ntitirr i, riihrr drpuaitrd in ihr mail
uddr~~%wd tu tlir Hiiyrr or prrsun;illy iirlivrR(l io tltr ltuyrr. thr rntiR h:il:in:e uwing. inrluklini: intcR:t. will hrroriic
iiiime.li:ilrly itur :in(l piy;1111r. Srller m:it' lhrRtirtin insiituir cuit ftir r:tyntrnt tif surh h:ilance. intrrrsl. I:ite rh;irge
:ttltl 1'C:tStql;lbll' :IUtlflll'\''s fCCS alltl l'U\ls.
Ir► ludiciul Fanclosarc. Suc iti forrrlOsr ihis comtrart :is a murtg:«e. in whinc evrnt [3uyer nriy he liahlc fui•
;t dCfirirnr\•.
21. {Z1A'f:!1'l:It. lf SrUer It:is insiitutc() :uny proc•rcdings siieri(irtl in 1':ir:it;r:iph 20 :md [luvrr ix rrrriving rrnial e+r
uthrr inronir fr(mi thr pruprrly. Buyrr agrers that Ihc appointntrnt uf :t rrrrivrr Gn' thr pruilrny is ncressary too
pnotect Srllrr's interr%t.
.
PAGE 3 of 5
1,) W-141 A Rbv 1968
R
~ . . . ~ +t . . . . - • . _ . . . . . . . . ~ ✓ ~ _ , ~ _ . , , ,
; • .
. ~
~ ~ .
~
vni, 166$ pAOE 36 3
2 2. 11UYf_R'S K1iN1L"DY FUK SrLLGft'S UE:F'AUI_T. UScllcr f;iils to ohse rvc or pcrform a ny lcrm, covcnanI or
cuntliliot< o!'Ihis Conlrart. fln) rr may. .ittrr 11) d;iys' wriltcn noticc lo SeIlcr. insiilutc suit for dantags or sprciiic
rrrlontiancr unlea% ihc hre:trhrs de,ignalcil in s:iid nuticc atc rurcJ.
23. NON-11'A11'l:R. F.iituir ul' riihcr party to insiat uliun .trict rrrformancc c+f thr othrr pirty's obligations
hrraun.fcr shall not hr ccmstru..{ as a waiver of a►rirt pcrCormanrc thcrcafcrr of aU of Ihr othrr party's ahligatianc
hrrcuntl.r :ind shall nul tircjutlirc any rrntr.tics as {uoviar.l Iierein.
24. A1"1'OKNt:I'ti' I:1:1:1 AN!) COSI S. In thr cvcni ot'any hrr:irh ul'this Cnntrart, thr rariy resranaihlr ftir Ihc
~ hrrach :igr.r. Iti pay rc:isan,ihtr auarne)'s' I'ecs and w.t.. i«rluJitig cosls o1 xrrvicc af nciliCCS :ind title s.:irncec,
incurrrtl hY Ihruthrr party. Thr pcevailing r:irty in anpsuit in+titut«l a~iaiagoutafthisConlr;~et :~nil inany forfeiturr
~ nroc.cding.ari.ing (nit uf ini. ('untr:i.l sh::ll he rnlille.l to rr..ivr rr;isonat.lc atiorncy: fres aiid rosts incurrr.t in
.urh .uii or rn,rrrdinga.
. \'OTI('l:ti.\'~~ticr••h:~llhriithcrf+rt.unall)•.cn'r~lar.h;~Ilhrs.illicrtilir~IJn;1il.rcuutl rrcriplCC~luc•IC.l:itit~f
- hy rrgul:ir 1ir.1 ct;ias mail tu 1iuycr :►I
, uiikl iti SeUcr at
, E. 13314 AlXl. SPn1:J1NE. WA 99216
~ . . . _ . .
1
~ t,r w. h„thcraitdrr.ac. a% cithrr Imrn may .pe6A• in writing to thr utherparty. \utice.•hall hr klcrmrtl gi+•: nwhcn
s arr\ r4l tir uwu1ciL Ni,iirc 1t+ SrllcT •h;ill atml hc will tt) any in.tilution rcrcming paymrnls tin tlic Contra►l.
" '1'lMli Ft)}t 1'l:Ftl-OKM:\\('!:. 7'imr i. „f thc r••cn.ti in rwtfottmmmv of any ahligutioiis pur.uant to this
' ('~~ntr.~►•ti.
27. till('C'1:StiOkSAN1)AStiIGNS.Suhjer•tioa n>•tc~!!icsiat:<:s~;<:ie;ct:~~•i~~a~rne.thcprori.ioiixo[th6 Caiureict
shn11 hc rintfing un ihc hcir-, .ukvc•auia and awgns tif thc Sclkr an►f thc Nuycc.
_N. OI'TIONAI. PRU1'!`10<\' - - SUltSl'ITlrl'10\ AN1) Sl•CURI"Il' O\ NL'RSONAI. I'ltQl'EK7l', tiurcr
mci\ %uh.lituic 1'm an\ prtm»>a1Paragtaph iitrrrinuthrr pt twitulrrorrrh•oflikcatuurrwhiQh
ltiu~-rr tirc,~i~~f c1ca~ oi a») ri~, un~hrj~n:r., llu~~ ~ hc~~ h~ ~;r<~nt.SrUr~ ci ~«u~it~• intrrcst in:~ll Mnonal P~u~~r~t~~
.~•►~~ilic.l 1'.~~ ap~.~~~h ~:~~i~! iuU~~c ~uh~tiui~i~~n. fu~.u: h ~~~~~~•c~t~~ aa~l ,~;t~~. t~~~ ~~~.ul~• a lin~~~~rin~; att~t~mcn~ uu~lr~
- .uch.tNmii) 1111%301.
. . `1: 1.1.!'f: 1\ITlA l.ti. HU1'IiR
.
:Q. 0I"1'!ONA1. !`KlsVISIUN ••A1.'11:1i?11'1(a\` llt►~rt •hall iuot make any .uh.t;intial alteratitsn iti thc
iin~~lowm0ni% oil Iltc 111.IpmN milt~tmt thc rlim \%tHtrti) con•ctil tif Crtlcr. \%hivh ron>rnt a•ill not he
untti•~~.~~~~.~hl~ ~~ilhhrl~l
S1 11.1 k !\1T1:\1 ` lll~l't:h
~I1, 01"110NA1.1'FiO\'1S1(1N••lllIl:O\~.•l!.!.-!ilhl~:t.:~~11~~~u1~~~i~irn~~m~rntalac11►G1~1)~n~ti~'C~'~,Ih)~rlls,
) ~►'.1~~ ~,1~~) A~~1~11\ l~'I~NI1ltA~'1~ 1klokiMw\. ll. (vA-.eof iti huy IhC phipk:Tt\'.(g)pl'illtlh:t-
t~n (riluw tu fomOmutem ttu.lrc w.alr o(any uf Ihc inlcrr--t in thr lir„prnv ur ttiia Contcact. Sctl.c
ma\ 4%i amy timr ihm.wrt -mth: r i.+i.r ihr inirrr%l raw on inr halan►y ri chr purchti.c pricc ur d.c1arr tlic rncirr
halm>> r %%1 Ihr I•»ir1i.►.r ptire .1tir a110 PAyahtc. 11 a»r tir 111%brr oithr rntitir. ky,mpri.--ing ihr Auvrr is u Corrur:iliun.
;111)' It:m-&( tst .u:~r..i~r Ic,tit•lct. ic1 thc nawtr af ilrm, Id) thilillpl1 Ig) .ihow a) 414% ur mon ui th< <,ut.t:uitling
~.~~~iial.~~..•1, .h<~11 rit~~hlr ~rllr~ i~~ in~,r 1hr ~~h~~ r~i~ li~~n.:~ Ic.~.r uCl~.. tha~t t~~r,~r.(i~irlu~lin~;urti~ina fur trnca~:►1>).;~
1f.111~:~'f 1~~ .1 ~~~1~11~~' 1~( i ~11~~~ 1~) ~Z11~ cl i(.Ifl~l~ f 111~ 1~~~'Ill 1tt .1 Jll:l ( tl:l~~ ~~I~~t~~lll (lttl l1f \1111~~► Illllilll/lll.:tll~~ :1 lf:ltl~ll'C
inhcw:UliC %11l) HNI pur.uant ln thi. t'.ii.igrarh; pnovit1ci1 ~hr tr;iii.l'c~« othcr ~han a
111 flllllg 111.II IT1i: p1►t\ I%Iltll\ Ii) 0I1% p:If.lgf.l~ih.Irpl1' Ill lllll' -mhsl'tiIlClll lf:llts:lcUo11 !Il\'1~lvtllg IlII'
l1\{N b\ 1t1C 11.11144n:e.
Nl:l 1 1_1: I\11'IALS: lllll'f:K
zl. Ol''1'ft)\Al. PItn1'1ti1t)N 1'R1:-1'.11'S11:h1' I'l:NALTI1:S O\' E'RIOK I:1CU1111ilL11'CI:S. ll'Uuyer
Cl%:Ct% tt% 111:11.c 1.3% mCnt% inMc>. Ol Ihc miiinnum rrqui~ed r,:i) rnenta un Ilic purchaw prirr hcrcin. anJ tirllrr.
t+r.:ium: ul au:h lit.lm\ mrni.. tI1cUfs pfcpa)I11CI11 pCtl;ilfira on i,riur encumhranrr.. Huyeragrces iu torthwith pay
irll.r iIir .11114,uni ot .u:h pen:iliirs in ;iklklitian tu {,aymcni% u►i tlic rurcli;ue rri.►.
. til:l.l.l:ft INITIAI.ti: lilll'I:K
PAGE 4 015 '
. ~
' YOl.1s6$PdGE 364
32. OPT[ONAL PROVISION-• PER10DtC PAYMGN'1'S On' TAXCS AND f NSURIINCF. In adQilion tu ilit
periodic rayments on the purchacc rrice. 13uyer agrees Ia ray.Stllcr cuch rohion of the rcil estatc toxrs 1i»cl
assrssmcntsandfircincuranccprcmiumaswill.trrrorimatrlytotaltheamountduedurinFthccurrenlyearh3scdon
• Sc11er's rcasnn.ihlr rstimaic.
Thc p:rymcnts during the currcnt ycarshnll hc S.__ pcr
Such "rescrvc" iiaymcnts from Buycr shall not accruc intrrcct. Scllcr shall p:>y whcn duc all rcal cst;uc taxcs and
insur,incc premiums. if any, and drhit the amounts so raid to ihr rescrve accouni. Iluycr und Scllcr shall ndjust ihc
rescn•r arcount in April of carh yrar In retlect ^rrccs or deficit halancrs anJ cliangcd costs. [Iuycr ngrecs Io hring 1hr
resrrvc arcnunt halancc to a minimum of SIO at thr iimr df adjuctmcnt.
SCLLER INITIALS: 13U1'ER
i?. l1t)DENDA. Aiiv uddrndu attachrd hrretu cin• rart cif this Contruct.
34. CN1'1RE:AGRI:EMLNT.ThisContrarlron,titutc,thcrntirc:igrccmrntuftlirr:irtic% nnJ%urcnctlesulll,ricir
agrc.mrntc nnJ untIrrsianJings, wriurn ur ural. Thia Contract mav bc hmcnJc.l unlv in writing rxrculrd hy Srllrr
:ind (luyer.
IN WITNCSS WHt:l2L'Or thr rattics h:►vc signrd anJ .r;ileJ this Contr:+ct thc Jar and year lint ,7havr writtrn.
'tLLGtt It111'I:R
% JAAtES V. . HEK GEE2J1Lb L. TIBESAti
i
v ~ - . . ° , - . . _ .
- -
L
EILA tZN I,6iNNW6HEIt E:_TI9ESAIt
.r_~..r_____._--_----•--------
AADENDlT;1 TO MtOVISION 13: PURCliASER ACRE6S T0 `t11INTAiN FiKE ih'SUFLANCE IN 'Cf1E ANOUN'f OF S70,000.00
ON TiiE RESIDENCE LOCATED AT 17217 E. SPtLACUE AVE., lIN`C[L SUC11 'CI`lE TfU'C 'tlle I'UEtCIU\SEFiS KFAOVl:
'Clil►T RESIDENCE. AF'f6R TIiE RE.`IOVAL Ur THE CtlRitEYT i:1PR0VKNtiNTS 1'FIC PURCIG1SEItS 1tAV6 O`E YF;A1t !'KUtI
'l'1lAT DATE TO INSTALL 550.000.•00 410W: 0r StTE INF'itUV6.YE;i"t'S '['C) 'CNE t'FiUPGRTY LUCATED A'C 17117 E.
til'RA6UB AVF..
FOii THE FIRST FIVE YF,AR5 OF T11iS CdNTiL1C"f. TliE 1'pRClL15ER5 lU1Y t'At' $5,000.00 PF:K YE\R IN
I'RFCAI'MENT OF t'KINCIPAL. IN TllE Eti'LYt 0F tiN A.`IOUYC VXCEEDING -SS ,000.00 !'Eft 1 EAIt I5 l'AIn, THtN
1'URC1ir1SERS blILL RE ASSES56D A 7% rEivrlLTY nF THE UNPAtb BALr►NC1S dF TllE CONTKr1CT.
SEL1.ERS ,1ND PURC1iAa6ltS WIt.L ADJUST tiEN"C5 BEVEEN THEHSCLVE5 A1' CLOSiKG.
1.`tt~`.b~ ~ 7'.ti,Yt~ta~~ 7~t`~tc~t':!R ~:Ct':lOtYX~'~ ~tCl'.~Ct?~!t~t+fX1'0.`!~c t?Ir~ .~;t~'X V!tCtNY~t~'Q`1'1►X N:t?'~t~ti~lri`f~i~Y1`c M~,Y ~1 x V!cD~'!c :Q!t4t'~
X ,
STATF Of• ~Wr1SHINGTON 1TATE OFW:\SlIING1'UN '
COUN-n' OF __SPOtu1NE_.-- - COUh'Tl' Ot: --.~.r._.
On this dav pxr.conaih•appxuRtil txWrc mc On this .r._____ Jayof
JAAIES V. LEINUEKEFt AND •
LEI[.A JEAN LEIN{JE9&R hel'ore mc, thr undcrsigneJ, a Notnry Puhlir in and for the Stlltr of
tomrknuwritobctheindiviJualdeserihedin W;►shington. duly commissioned and sw•urn. penonaUy
and who rxecutcd the witltitt and forcgoittK :,rrea~ed
instrumctit. irnd arknowlcdgcJ that -
cigncJ thc samc as iind
t'rrc,ind voluntary act and dccd, for the usrs to itie };nown to be the President and Sccrctary,
anJ 4-turposrs thcrcin mrntioncJ.
rrspective1y, of
the rnrrorotion thiit cxccuted the forcgoing insirumcnt, nnd
GIVCNf undtc"mt' hand anJ otTicia) senl ncknow•Icdged the snid instrumcnt to be the frce and voluntary act
this und dtcd nf saiJ corporation, for the uses and purposes thcrcin
i mcntioned, and on oath stated that authorized to rxecute
_ 1 ST ;~,v or NOVEMl3ER1994 . the suiJ instrument. • ' •
~ 1 ~ ` ~ • • •
~ \Vilntss my hand and oflicial seal hrreto affixcd the day and year'
.'-Notar~J Pin and (or the State of rirst above written.
Was`es(n a1 ._._SPQKANF
~~~y~tp~►~inii{it~!iyir~: n'otary• F'ublic in and for the Statr of Washington, resiJing at •
n'CC~:.:;1
t,LJL' R4y nppointment erpires:
i~~J+f;l7~ t ; ~
~ ~'~Il:•f.•~~~~~
' PAGE 5 0l 5
Wm IJQ Y/.144 (J nBV 18fL9
es-,.h~+r , r --e,~.e . ~ey.. . r-. . . . . . . - - • • -
2087729231 DURTSCHI & ASSOC. 163 P0 2 t cAY 09 °95 15:43
~
May 9, 1995
LEGAL DESCRIPTI0N OF ORAINAGE EASEMIENT TO CITY OF SPGKANE FR4M
APPLEWAY HOMES
A portion of l.ot 8, Biock i8 (Adjusted per description 4j12J95)
of CorSi n Addi t i on to GreenacFes, per P1 at recorded i n Book "S",
Page 30, described as follows:
Beginning at the Northeast corner of seid adjusted Lot 8; thence
S00°OS'28"E along the East line af said adjusted lot, a dis-
tance of 40.00' ta apoint; thence N89056'00"vd a distance of
64.80' to a point; thence S63°27'40"W a distance of 22.33' to a
point; thence N89°5fi'00"W a distance of 71.20' to a point on
the West Zine of said adjusted "lot; thence N0000828"W along
said West line, a tlistance of 50.00' to a point on the North line
of saia adjusted lvt; thence S89'D56'00"E along said North Zine a
distance vf 152.00' to the point of 8eginning.
Conta-ins 6892.0 square feet or 0.16 acres more or less.
W • S I'~IL
~
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23t?.. aV
1 5xPrtiZS q S ~
-:._,,.iaa,a _ • . _1_..: ~1t
rj 9s'o S2.
5,6,.~
. . . . . .
Apri '1 12, 1995
LOT 13
(ADJUSTED) 6LOCK 18 OF CORBIN ADD. TO GREENACRES
Per P1at Recorded in Book "S", Page.30.
Adjusted to contain Lot 13 and Lot 8 of said Block 18 (per piat),
less the North 125.00' of the West 97.80' of said Lot 8 and
further described as follows:
Beginning at an I. Pin at the SW corner of seid Lot 13; thence
N00008'28"W along the West line of said Lot 13 a distance of
305.00' to an I. Pin at the former corner between Lots 13 & 8;
thence continuing N00008'28"W along the West line of said Lot 8 a
distance of 200.00' to a point; thence S89056'00"E a distance of
97.80' to a point; thence N00008'28"W a distance of 125.00' to a
point on the North line of said Lot 8; thence S89056'00"E along
said North line a distance of 152.00' to an I. Pin at the NE
corner of said Lot 8; thence S00008'28"E along the East line of
said Lot S a distance of 325.00' to an I. Pin at the former
- corner between Lots 8& 13 ; thenCe Conti nui ng S00008' 28" E a
distance of 305.00' to an I. Pin at the SE corner of said Lot 13;
thence N89056'00"W along the South line of said Lot 13 a distance
of 249.80' to the Point of 8eginning.
Contains 3.33 acres more or less.
. , S7 ILL .
oQ WAS,r
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~
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' 1` LA~o~ ,
EXPiaFS /4 14 {(Y .
' "~.Stt~.~~.,,• . , , ,,l1,GC.Gt,[.C.11711'
f ro
o$k
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April 12, 1995
LOT 8 (ADJUSTED) BLOCK 18 OF CORBIN ADD. TO GREENACRES
Per Plat Recorded in Book "S", Page 30.
Adjusted to contain the North 125.00' of the West 97.80' of said
Lot 8, Block 18 (per plat) and further described as follows:
Beginning at an I. Pin at the NW corner of said Lot 8; thence
S00008'28"E along the West line of said Lot 8, a distance of
125.00' to a point; thence S89056'00"E a distance of 97.80' to a
point; thence N00°08'28"W a distance of 125.00' to a point on the
North line of said Lot 8; thence N89°56'00"W along said North
line a distance of 97.80' to the Point of Beginning.
Contains 0.28 acres more or less.'
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-r-:ile No. ZE-163-79
.
.
SPOKANE COUNTY
HEARING EXAMINER COMMITTEE
FINDINGS AND ORDER
A. INTRODUCTION
This matter having come before the Examiner Committee on November 15, 1979,
and the members of the Committee present being Eldon Thomas, Chairman, Jane
Myers, and Ted McCoury and there being the following persons present who
wish to request approval of a Zone Change; Robert Dellwo, representing
applicants' Theron Hitchcock and James Leinweber, owners of property in the
proposal for a Zone Reclassification, Agricultural/Transient Living to Commercial
for the purpose of (no proposal at this time).
B. FINDINGS OF FACT
1. That the existing land use in the area is residential, school, commercial,
and undeveloped.
2. That the Comprehensive Plan designates this area as appropriate for
commercial and residential development.
3. That the existing zoning of the property described in the application is
Agricultural and Transient Living.
4. That the provisions of RCW 43.21C (The State Environmental Policy Act)
have been complied with.
5. That the proper tegal requirements for advertisement of the Agenda ltem
have been fu If i I!ed .
6. That this proposal is not in confiict with the provisions of adopted regula-
tion.
7. That the land in this area is suitable for the proposed use, or uses within
the proposed Zone Classification.
1
. '
ile No. ZE-163-79
8. That the proposed use is compatible with existing uses in the area.
9. That the owners of adjacent lands expressed both approval and disapproval
of the proposed use.
- 10. The Hearing Examiner Committee finds the proposed use to be in harmony
with the general purpose and will not be otherwise detrimental to the public
health, safety, and welfare.
C. ORDER
The Hearing Examiner Committee, pursuant to the aforementioned, finds that the
application of Theron Hitchcock, et al for a Zone Reclassification as described in
the application should be approved.
Special conditions or contingencies applied to mvtion:
1. All uses allowed in the Commercial zone will be permitted except massage
parlors, beer parlors, and cocktail lounges as cited in Chapter 4.10,
Section 4.10.030 (10) 8; (11) of the Spokane County Zoning Ordinance.
2. That the present residential uses on the properties or any other uses not
allowable in the Commercial zone be discontinued at such time as a devel-
opment plan is submitted and approved for any portion of the advertised
p roperty .
a) COUNTY FI RE MARSHAL "
1. The site is located in Fire District #1.
2. Mains and hydrants need to be installed in the above areas. Access
plans for firefighting equipment around the byilding shall be approved
prior to building permit issuance.
2
' + - ~ile No. ZE-163-79
. ,
3. Adequate wafer for fire protection and distribution vf water is
required far the following zone changes. A water plan ts required to
be suhmitted pr-uar to any ctevelopment or use of subject Iands.
- b) CDUNTY EIVGINEER 1, AppGicant shall dedicate 15 feet vn Sprague Avenue for right-of-way.
2. A,pplicant shall d+edicate 10 feet on Tschirley Road for right-of-way.
3. Applicant sha1l dedicate a20 faot radFus on Tschirley Road anci
Sprague Avenue.
4. Applicant shall dedicate a20 foat radius on Tschirley Road and Iviain
Avenue. ,
5. Applicant shall dedicate a 20 foot radius vn Flora and 5prague Avenue.
6. Applicant shall dedicate a 20 foot radius on FIora artd Main Avenue.
7. Access permits shall be obtained frorn the Spokane Caunty Engineer`s
Dffice prior to issuance of bui4drng per~mits,
---;>8. Applicant shall construct cement concrete curb, sidewalk and pave ta
~
existing pavement on Flora Road, Main Avenue and Tschiriey Road.
Jr Appropriate on and aff-site drainage and aecess ptans shall be
appr~oved by the Spokane Cqunty Engineer's Office prkor to the
issuance of,building perm€ts for the project.
4,10. The designr location and arrangemetrt of parking stalEs shalf be in
accordance with standard traffic engtneering practices. An}r partivn vf
the project which is tv be occupied or traveled by automobiles shall be
maintained in hard surface paving.
-.-911. Applicant shal Iconstruct cement concrete curbf sidewaik and pave ta
exws#ing pavement on Spragiie Avenue or be a wiflfng participant in
any future CRP,
3
.
` -ile No. ZE-163-79 c) WATER PURVEYOR
1. Purveyor is Conso(idated I rrigation District #19 and will supply the
site with adequate water for domestic fire and irrigation uses.
d) COUNTY HEALTH DlSTRICT
1. No comments received.
.e) SEPA
1. That the provisions of SEPA's Notice of Action pursuant to 43.21C.080
RCW be initiated by the applicant within thirty (30) days of final
action of the Responsibfe Administrative Body and be completed before
any site improvements are made.
2. The zone reclassification has been found to be environmentally non-
significant. Therefore, a final dectaration of non-significance shall be
signed by the Chairman of the Hearing Examiner Committee.
3. The specific development plan for this zone reclassification shall be
subject to all of the provisions of SEPA, Chapter 43.21C RCW when
submitted to the Hearing Examiner Committee.
f) ZON I NG
1. The specific development plan will be submitted for Hearing Examiner
Committee review and approval prior to issuance of building permits.
g) That the Hearing Examiner Committee after hearing all testimony and a
review of the staff analysis adopts the proposed declaration of non-signifi-
cance and directs the chairman of the committee to sign the final declaration
of non-significance.
Motion by: Myers Seconded by: McCoury
Vote: Unanimous
4
- ' -ile No. ZE-163-79
HEARING EXAMINER COMMITTEE
,
Chairman
. ~ ,
~
,r,~.~c.~~• G . ~:~rc
r
ATTEST : FRED L. DAYHARSH
Planning Director
B y :
5
i
i •
~~~~~~E REPORT
! fof the pr0po5ed
APPLEWAYHOMES
Mobile Home Sa'les Lat
- i '1 ?2 17 East Sprague Avenue ~ 1CI1 the SW 114 Lyf SeGtlOil 1 7 25 N., R. 45 E.WAf
Sp[}I{ane, Wc`1Sh1I1gtC)Il
i Devel,aper: Bob Wilbur, Centerline Const.p Inc.
i '
M3y 6, 1995
Report Prepared By;
~
Simpson Engi'neers, fnc.
North 909 Arganne Raad
Spokane, INA 99212
PRarEc r raO. 1312$
~~C'~~: .
TAI~-LE OF CC1~ITE1~~'s ~ ~~o
'~J~ ~
_ ~ ~ ~
'~208~' Ponc~ Valume ~Calctilations ~P
~4-
'Drainage Basin I}ata Sumnaries ~
Ratianal Fvrmula Hydrology & Fiowstrirtg Calculations
~I
' V-Swale Gaiculatians F.
OFFICiAL PL~BLlC DOCUA4EUT -'W,aLs,y~ f
' SpOKANE CO'~,*4~ ENG1NEER'S OFFICE Main Avenue Curb Crrade Caiculatians
~ O
MWAL P~~JECT Main Avenue AsP~t alt ~`aper Calculation
, ~
SUBiVUTTAL # 9967
Main Avenue Curb Inlet Calculatian
TO COU~►!`~'Y E~1lGI
NEER S.C.S. Soils M'ap and Descriptions -
Supplementa-ry Maps: Drainage Plan auid 1Vlain Avenue Plan-PrQfile
"208" POND VOLUME CALCL7LATIQNS
' The following pages contain data for each of the four on-site drainage basins, and for each basin's
"208" stormwater retention pond. Refer to the 1" = 20' Drainage Map for the actual basin
locations and boundaries.
in general, for any drainage pond with 4:1 side slopes, the pond volwne can be calculated with two
components: the volume directly above the pond floor plus the volume above the side slopes. To
compute the volume at any ponding depth, only two parameters need to be known: pond floor area
and pond floor perimeter length (both are specified on the Drainage Plan map).
Volume is calculated at 6" depth for "208" treatment and at 8" depth for storage, as follows:
At 6" depth:
Pond Volume =(0.5 ft. depth x pond flaor area) +(1/2 x 0.5 x 2.0 x pond floor perimeter)
= 0.5 A + 0.5 P
At 8" depth:
Pond Volume =(0.67 ft. depth x pond floar area) +(1/2 x 0.67 x 2.67 x pond floor perimeter)
= 0.67A + 0.89P
2.68 feet
; -
< 2.0 feet ~
~ • 8" = 0.67 ft.
6" = 0.5 ft.
, ~
Pond Floor
NOTE: All impervious surfaces are included in hydrology and storage calculations,
but only the asphali pavemej7t and the offrce bztilditig roof are considered for "208"
treatment in the first 6" ponding depth.
DRAINAGE BAS1N DATA SUMMARIES
TABLE 1: DR.AINAGE BASIN AREAS
Basin Name NW NE SW SE Units
Total Area 68,150 56,906 18,815 11,388 sq. ft.
(A) Pervious Area 6,430 4,616 91,325 9,540 sq. ft.
l. Grass/Landscaping 6,430 4,616 7,525 9,540 sq. ft.
2. GravellDirt (cb, EP 0 0 1,800 0 sq. ft.
- (B) Impervious Area 61,720 52,290 9,490 1,848 sq. ft.
1. Building Roof 0 0 0 12848, sq. ft.
, 2. Concrete Walk 455 960 580 0 sq. ft.
3. Gravel Display Area 45,900 31,770 0 0 sq. ft.
4. Asphalt Pavement 15,365 195560 87910 0 sq. ft.
,
"208" Volume @ 1/2" 640 815 372 77 cu. ft.
TABLE 2: BASIN AREAS DRAINING TO V-SWALE INLETS
Basin Name NW Inlet NE Inlet Units
Total A.rea to lnlet 241-565 21,130 sq. ft.
Concrete Walk 0 470 sq. ft.
Gravel Display Area 10,440 7,720 sq. ft.
Asphalt Pavement 14,125 13,410 sq. ft.
TAI3LE 3: DRAINAGE FACILITIES
Drainage Pond Name NW+ NE SW SE Units
"208" Volume 1,455 372 77 cu.ft.
Pond Floor Area 2,805 680 150 sq. ft.
rloor Perimeter 309 108 50 lin.ft.
Pond Volume (~D, 6" 1,557 394 100 cu.ft.
Pond Volume (u~ 8" 21,3891 552 145 cu. ft.
Notes: 1- Includes ponding into grassy v-swales - see calculations on following pages.
DRAI.NAGE BASIN DATA SUMMARIES - coNT1NUED
~
;NW BASIN: northwest portion of site, including south half of Main flvenue
Tota1 Basin Area: 68,150 sq. ft. = 1.565 acres
Grass & Landscaping: 6,430 sq. ft. = 0.148 acre
Concrete Curb and Sidewalk: 455 sq. ft. = 0.010 acre
Display Area (70% mobile home roofs, 30% gravel): 45,900 sq. ft. = 1.054 acre
, Asphalt Pavement: 15,365 sq. ft. = 0.353 acre
"208" Area = 15,365 sq. ft., x 1/2" depth ="208" Volume: 640 cu. ft. min. required
NW POND:
Pond Floor A.rea = 33' x 56' = 1,848 sq. ft.
Floor Perimeter: 178 LF with 4: ] slopes on all sides
Pond Volume @ 6" Depth = 0.5 (1,848) + 0.5 (178) = 924 + 89 = 1,013 cu. ft.
Pond Volume @ 8" Depth = 0.67 (1,848) + 0.89 (178) _],238 + 158 = 1,396 cu. ft.
,
Note: see NW+NE combined data for pond volumes provided vs. volumes required.
Flow to NW Swale Inlet: Display Area (70% mobile home roofs, 30% gravel): 10,440 sq. ft. = 0.240 acre
Asphalt Pavement: 14,125 sq. ft. = 0.324 acre
- Q lp = 1.52 cfs
DR:AINAGE BASIN DATA SUlVIMARIES - coNTIlVUED
~
i .
NE BAS1N: northeast portion of site, including south half of Main Avenue
Total Basin Area: 56,906 sq. ft. = 1.306 acres
Grass & Landscaping: 4,616 sq. ft. = 0.106 acre
Concrete Pacis, Curb and Sidewalk: 960 sq. ft. = 0.022 acre
Display Area (70% mobile home roofs, 30% gravel): 31,770 sq. ft. = 0.729 acre
Asphalt Pavement: 19,560 sq. ft. = 0.449 acre
"208" Area = 19,560 sq. ft., x 1/2" depth ="208" Volume: 815 cu. ft. min, required
N'E POND:
Pond Floor Area = 22' x 43.5' = 957 sq. ft.
Floor Perimeter: 131 LF with 4:1 slopes on a11 sides
Pond Volume @ 6" Depth = 0. 5(957) + 0.5 (131) = 478.5 + 65.5 = 544 cu. ft. .
Pond Volume @ 8" Depth = 0.67 (957) + 0.89 (131) = 64 116 = 757 cu. ft.
Flow to NE Swale Inlet:
Display Area (70% mobile hocne roofs, 30% gravel): 7,720 sq. ft. = 0.177 acre
Asphalt & Concrete: 13,880 sq. ft. = 0.319 acre ,
Q,o = 1.35 cfs
~ DRAiNAGE BASIN- DATA SUMIN[ARM S - CONTINUED
NW+NE Combined:
~
I. "208" volume
Combined "208" Volume Required: 640 + 815 = 1,455 cu. ft. minimum
Combined Pond Volume Provided @ 6" Depth = 1,013 + 544 = 1,557 cu. ft.
' 1,557 cu. ft. > 12455 cu. ft. required for "208" volume
Combined NW+NE Ponds are OK for "208" treatment
H. Sivrage Yolunle
Combined Storage Volume required with 2 cfs outflow = 2,227 cu. ft. (see bowstring)
1. Combined Pond Volume 1'rovided @ 8" Depth = 1,396 + 757 = 2,153 cu. ft.
2. Additional Storage Volume Provided:
Grassy Swales: 8" depth with 3:1 side slopes = 0.67[2(3 x 0.67)] = 2.69 sq. ft. water
A. Swale to NE Pond: 8" @ 0.88% = 76 LF
Thus, when NE Pond is S" deep, water surface e-tends 76 LF up into swale
Volume = 0.5 (2.69 sq. ft.) x 76 LF = 102 cu. ft. -
B. Swale to NW Pond: 8" @ 0.67% = 100 LF .
Thus, when NW Pond is 8" deep, water surface extends 100 LF up into swale
Volurne = 0. 5(2.69 sq. ft.) x 100 LF 34 cu. ft.
Tota1 Combined Storage Volume Provided in NW + NE Ponds at 8" Depth:
22153 + 102 + 134 = 2,389 cu. ft.
2,389 > 2,227 required with Two Type "B" drywells, as per bowstring calculation
Combined NW+NE Ponds are OK for storage
,-DRAINAGE BASIN DATA SUMMARIES - CONTINUED
SW BASIN: southwest portion of site
Total Basin Area: 18,815 sq. ft. = 0.432 acres
Grass & Landscaping: 7,525 sq. ft. = 0.173 acre
GraveUDirt @ roadside: 1,800 sq. ft. = 0.041 acre
Concrete Walks: 580 sq. ft. = 0.013 acre
Asphalt Pavement: 8,910 sq. ft. = 0.205 acre
"208" Area = 8,910 sq. ft., x 1/2" depth ="208" Volume: 372 cu. ft.
SW POND:
Pond Floor Area =(12' x 15') +(6' x 18') +(12' x 3 5
= 180 + 108 + 420 = 708 sq. ft.
Floor Perimeter: 172 LF with 4:1 slopes on all sides -
Pond Volume Provicied @ 6" Depth:
0. 5(708) + 0.5 (172) = 3 54 + 86 = 440 cu. ft.
440 cu. ft. > 372 cu. ft. required for "208" volume
SW Pond is OK for "208" treatment
Pond Volume Provided @ 8" Depth:
0.67 (708) + 0.89 (172) = 474 + 153 = 627 cu. ft.
627 cu. ft. > 220 cu. ft. required with Type "A" drywell, as per bowstring
OK for storage
DRAINAGE BASIN DATA S .ES - coN•rIv uEll
SE BASYN: southeast portion of site
Total Basin Area: 11,388 sq. ft. = 0.261 acres
Grass & Landscaping: 9,540 sq. ft. = 0.219 acre
Roof of Office Building: 28' x 66' = 1,848 sq. fl:. = 0.042 acre
"208" Area = 1,848 sq. ft., x 1/2" depth ="208" Volume: 77 cu. ft.
SE POND:
Pond Floor Area = 10' x 15' 50 sq. ft.
Floor Perimeter: SO LF with 4:1 slopes on all sides
Pond Volume Provided @ 6" Depth:
0.5 (150) + 0.5 (50) = 75 + 25 = 100 cu. ft.
100 cu. ft. > 77 cu. ft. required for "208" volume
OK for "208" treatment
Pond Volume Provided c! 8" Depth: 0.67 (150) + 0.89 (50) = 100.5 + 44.5 = 145 cu. ft.
145 cu. ft. > 0.3 cu. ft. required with Type "A" drywell, as per bowstring
OK for storage
r;a1- 10 N A L F auL A HYD r;uL ouY
DATE =4/21/95 DEaIGPJEF; = U. H. C. ;S7N PJW+hJE
,
F'ROJECT rJr^yME = Af-''1='LEWi1Y HOh'1ES #1:_-"~1.:_'~'3
DESCRl: F'l" I UN = S l: TC LRAI IVAGE AT 17217 E. SF'f;F;GUE
SL.1EtAREra 1=.934 AC1=~I1= S SUIB A 1=~'L A :1 1=%'UIq01= F C:taEh F1 C:C ENT = .9
JUEtAREFi 2 = 1. 7F3ti~. AChLS ,.'-SUBAI";EA 22 I;LJrJOF F= COCF F T L TENT' _ .78
CiUBaFiEr i =.254 ACitii= S SUBAF;E12i _3 1=;lJPJC1FI= L:01=FF I C 1Elul' . 1 ,--i
`f OTi iL ARE:A = „ 8 I 1 (~C FZC'S COh1C''USI l'E RUhJfaF"F LUL`Fh T G T F'hJl" 7i9 1222 57UIff 9 7-'
OVERLAIVD FLOW- VraLUEa
Ct ~ .15
L
hJ 16
s - . ~=►1:'_
C:.wiAlVI'JCL FLC7W VAl_1.1E5
L
z i -
z
tv = o c~
B - . .
S - , Citi7
TU = .9b8
G0M1='UTED VALUES UUR = 5. Oi=)
T 1c) = 3.18
Gl1~) = 93.
Q A - 6,. 9:_
BoUrS-rRINc:, CALCuLATi Givs
~ DArr- = 4J21I95 DCaIGIUEf; = D. H. C. Fj A S7:IV IVW-+-N C
F'ROJEGT hJAME = A1='FLEWr +`t !-i0MES #1 312E3
DESCR T F'T I 0N =SI"1"E llIRA T hJA[~E AT 17217 E. S1='RAGUL
t -t. I n-t ensi t y G? cl e v. V:i n V Ou fi ;a't Ci i'- ct CJ e
(ir, in. ) (sec. ) (ii7. ihra ) (c. •f a=>. ) (cLL. ffi. ) tcLi. ft, i (cu. ft. )
5. z:) ;i_) c_) . 11 t, . 9:3. 2706 600 2186
1 C) 600 2.24 4. Be _7.427 1200 2227
15. t_i 9(_) 1.77 3. E36 ~ f_16 i 10 i=) 0 2065
2C} .0 1200 1.45 16 411.5 240c'} 1715
.._Jr y J i•i.1 .i.~ ~y -,a64225 i ► 1225
~ ~ 1 0 1 ' _ ~
30.Cf 1800 1. (--)4 2.27 47.1 1 : b C) C-) 711
75. 0 2100 .91 1.90 4:36I 4200 i 167
40. C) 2400 .8: 1.79 4471 4800 -_r.2 9
45•0 2700 ■ 7-E 1.61 4519 5400 -Gn 1
50, C) 7.000 .68 1. lq-o 4597 6000 - 140;
55.
_ _ ~ ~ S .~'~00 r64 1 a 7.9 4745 6600 1855
60. C) .7.600 .61 1 ■ F. 3 -192w 7200 . ' i .ii ! 8
65o0 390C) , 60 1,:; 0 5190 7800 -r_'~~ 6l.0
70. c=) 420(_; .58 1.26 5 4 8 8400 -2962
75. C) 4500 .56 1.21 5567 9000 :F 43,
ec). 4) "r 84.~ ("D s 3, 1.16 5662 9600 _ii.9:} C7
B:a . Ci 5 100 f .52 1.12 5 83 9 10200 -4:;61
9c). C) 5400 .50 1. 09 5996 10800 --4804
95. C) 5700 .49 :l . 0 l 6196 1 14 0 ci ;204
100. C) 6000 u ZI-3 1.05 6:;8 12000 -561 i
"f HC r•1AX T MUM STOr1AGE IS 2227 .1:~5al. 1 2 CU.FT.
'm "I-I-ie t i me a-f concer itr-G►'t i. on is v mi nUte-25.
l" h e U n c~ eve 10 ped f 1 0VJ p LIt :i s 2 c.f.s.
TEI'J YCA1=i al-ORM [:iiLC
F:A"I° QIViiL FUI-3t•7ULW HYDh;01_UG'r''
Lii;TE _2/yLl95 UESTGP.IL-`R = li. H. C. E{iiaTl'J Sw
F'I30JECT h.lAh1E = AF'F'LEWA`( HOMES 4113,1278
UESCR T f''T T QI'J SITt-.~ DR'A I NAGE iiT 172717 E. Sfw''RAGUE
JIJBAhCA 1_. 218 i-1CF;LS S U B ral=:k.i 1 1=:UN0Ff= CULF= F I C I E.Nl" = .
S)UT"r^iFiEA 041 AC:1=i~S SUB-il=iEA .d RU(\aUl'~ 1= COEF"F I L I ENT _
SlaI-:trlF:Et i 1'7 Fl(:,h;E-23 :aUT-3riRE.( i RUNQFF G(]L1-r T C I FIVI' . 1 15)
l"Ol"r;L ARE:A = .43: AC1RLS C= Cll''ll='05 7: "I"E RUIVC7F F CULr F1 C T LN'T = 561689814815
' LIVERLAIVD FLOUJ VHL.UES
C t = . 1
L - 15C)
P1 - . 016
s , i=►1
C.F-iANNEL FLOW VALUEa
L
T IJ c_i
Ct:7MF'UTEEn VALUL,G)
DUR _ cic1
I 1c) 1a
01c) .77
cil Fa t_1 , CW)
BiJ UJ S`I" 1=i 1 Nfa C; A L C U L~-17' T CI Na
Di1TL = 2/23/95 DESIGhJE-R = D. H. G. BASTN SW
i='r OJL-'CT rJaME =AF'F'LEWAY FiGMES ff1-> 1:'cJ
liCSCRI F'T I ON ~ S I TC DRr T NAGL r T 17217 E. Sf'R'ryGUE
t •t IntErisi ty Gldev. - V:i n Vc_,Lt•t: Sturage
irri iri. i (sec. ) (in. /hr.) (c.f.s. ) (c:U. f 't. ) (cu. f t. i (cLt. Tt. )
5e t) 18 .77 10 90 ; :Pii
1C), C) 600 2.24 d 5-E =82 1BC; 0'?
1t). (D IWO 1.77 a a-_4_;i_) 270 160
20. C) 1200 1. 45 458 6 C) 98
25. i=) 1 500 1.21 ' . 29 470 -E 5 0 20
30. C) 1 BOO 1. 04 .25 480 540 - 60
5. C) 2 100 .91 .22 436 b=, C) -1 44
::;.iy, t; 2,4I•00 .82 0 498 720 -222
45.0 2700 .74 0 1 f:l ;C) c310 -307
50. C) 3-000 .68 .17 512 900 _~£38
55. l ) ; _:I30 .64 .16 JiC~ 990 --462
60. C) =600 .61 .15 548 10OU • -J3i:i
65. c:) 3900 . 60 .14 578 1170 ; 92
70. C) A. 200 .50 . 1 A. 605 1260 655
75. C) 4500 • J6 a 1_ 620 1;5 l i -730
f
OC). C) 4800 . 53 .17. 6L,0 1440 --8 10
85. 0 ; 100 .52 .12 650 15 -3, c:) --EIE3O
90.0 5400 .50 .12 660 1 620 -952
95. 0 5700 .49 .12 690 17 1. 0 -1020
:L i7 C). t.:) 6000 .48 .12 713. 1 a 00 --1 0 c3 9
l"HE. 1Y1AX T tlUtl a'TORFiGE IS 22(=). 194054 GU. FT. Po►.~o Vo~%jmE G t3 ~ D~Y1~-1
T Tt'ie ti me a•F c_oncentratian :i s 5 minute S. = SS 2 Cu, FT.
l-he Uiidevel opcd f 1 ow aut i s .7, Cn•F 4S. 3 TyPE A" DRYWELL
'TEhJ YEAR STOi=%'Il CALC
t
RAT T OIVAL FCl1RrIULA H`rDROLCIGY
L)ATE = 5/2/95 DESTGPJER = D. H.C. BASIN SE
F'F:OJL-`CT h.IAME = AF'F'LEWAY HQMES # 131~B
DESCF I F'T Y CJN =SI l"L DhA INAGE AT 17217 E. 5PRAGU1= AVEIVUE SUBAI;Ca 1=.042" aCI;ES SLJBaf;EA 1 hUNCIFF LOEFF T C I EIVI" - .9
SUBAREA 2=.219 ACRES SUBARLFa : RUPAUI="r CULFF :C C TEN7 = . 15
I-OTAL AREA = . -261 AChCS COh1h'0S11"k RUNOFF CL7EFF T C I EIVT . i7(-)6O9E7JJ 1 72'
0'JERL~ND FLOW VALUES
Ct = . 15
L = 140
I'J - .4
S = . 0].
[:.HaNNEL F"LUW VALUES
L -
7 D
CQh1F'UTED VALUES
DUF = 6.68
I10 - ^.79
C? 1 - .,?C)
L7 F; - 0. 00
EtOWSTR I NG C:ALCULAT I OI'J5
DATE =~/^/9,%=j DESIGNEh = D.H. C. BASTN SE
F'ROJECT NHME = AF'1='LEW~qY MOMES # 1~ 128
DESCR I F'l-I ON _ST Tk DRA x IVAGE F,T 177-117 L. SF'RAGUE AVEfJUE
t t Intens :i -ky Oc1ev. V:i i7 VoLit Storage
(min. ) (S-ec. ) (in. /hr. ) (c. f .s. ) (cU. f't. ) tcu. ft. ) (CU. ft. )
C3 ~ ~ . 1 El .22
~
b . 7 ~K 4 0 1 ~ . 79 . I" C~ 1 0 b 1 ~ C► -14
10,(.i 6(')t i i. 214 .16 117 10c=) -b,
1.~.►. n 900 1.77 .13 1270 -140
1~~) c:) 1.4~ . 1c) 1 3-7 =;bc i
i i
225. C) 1 ~ C) C:) 1.21 .09 140 4',=) i) _ X i)
C) 18 i ) c:) 1. ~:~q . ~ ~7 14.4. ~4 c i ._,98
2100 .91 006 144 6C) -486
4(-), Ly.C-) c_) . 8: . (--)h 147 720 i
4 5 C) 2700 74E . 057 148 81(1 -662
~ . _
) , c i ~c_~c_~t i • .68 . i J~ 1 5 1 y(-)i). -749
~ .
JJ . Cy L: ,t]4 . C) 5 1 ~.1J 99i ) -8~-J
bci, 0 --,b(--) t) .61 .(--)4 1(ID 1 ir) 8 ci -919
65. C) 3900 . 60 . 04 170 1 170 -1000
70. C) 42i a0 .58 . (--)4 178 126i ) -1 i ►8A,-::,
715 . C) 4 c-5 Cj( ) .,.~.~fa .04 182 15 0 - 1 1 68
4Bc_)c ~ . . 04 1a J 14YIC)
8~. C) ~1C) t7 . 04 191 1c=:C7 -1~.=9
90. t:) 540i ) .50 . i)4 196 16 20 -14-24
95. i ) 5700 .49 . 03 220 2 171 C) -1 ~08
100. ~ i 600C.) .48 . 1_► = : (:)EI 18 00 i► -1
TNE MAX I h1Uh1 STORAGE I S ..31161.~4 CU.FT.
~ The ti me o•f conren-l-ra-ti on is mi nutcs. Tt;e Undevel vped f1 aw out i s e L: c. f .s.
TEPJ `fEPiR STOF;M CALC
R"AT :l' ClN(-1L_ FOr`I•1ULA f-IYD1=*"OLUGY
DATE =2/~7/95 Di=:SIGIVEF"t = De H. C. E3rPISTCJ fuV! IIVLET
Fl1=~OJECT Ni ih1E = r►F'F'LEi~Jf~Y HQMES ~kE 1 L> 128
TJLSCR]: F'1" T QIV = 5 T 1"E DRF; T NAGE A1" 17217 L. 5F'RAGUL
SUBArEFi 1=.3 <<E r`-iCI~;L':;a SUL~F^~I~;LA I I~;U(~.lOE= F COL1= F r C IEIUT = .9
~~a'UBPiRFFi 2 =.224 FyC:FiL` S SUBAI--iE►"-~ 2 RUItiIL]FF CUEf= F" I G I k=NT = .78
TOTAL AREa = .;64 AC1=~ES GClM1='O5 ]:l"E RUiJCIFN C(]E1= h T C I ENT = .8 48 9:7.6 17~ r~ 1=;
UvEFLAND FLQW VNPLUES
C:'t = . 15
L 4 0
rJ c:) ib
- s - o 0 12?
CHHNrJEL FLCIW VALUES
' L - i)
T D -
C0MF'UTF_D VHLUES
U tJ r' - 00
I 1 c) - _ . 1 £3
n _ El 1C-) - 1. 9 TO C-AJ K t- I til LC1- Y-t j~C -!'Q V S WA L.E To N WPO NL7
tl
Triangtilar ChannPl Anal~sis- & De,ign
Open Channel - LTniform f_low
Wor}tsheet Name: Appleway Homes
Comment: Grassy Swale to NW Pond
Sol_ve For Depth .
, Given Input Data:
Left Side Slope.. 3.00:1 (H:V)
Right Side Slope. 3.00:1 (H:V)
Manning's n...... 0.030
Channel Slope 0.0070 ft/ft
Discharge........ 1.52 cfs
Computed Results: ,
Depth._ . . . . . . . . . . . 0.55 ft v-s•~a~-~ r~~r.~. ~-rrt-l = 10
Velocity......... 1.69 fps kS P~ -DETAiL- o~ P~Ar-,I
Flow Area........ 0:90 sf
Flow Top Width... 3.23 ft
Wetted.Perimeter. 3.47 ft
Critical Depth... 0.44 ft
Critical Slope . . . 0.0234 ft/ft
Froude Number.... 0.57 (flow is Subcritical)
Open Channel Flow Module, Version 3.21 (c) 1990
Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708
R'AT T OIVhL FOF:11ULFa HYD17OLCl("aY
DHTE =^/?7/95 DE:ST GNCR = D. 1-I .(a . BHS 1 PJ NE I NLET
PF:CIJECI' NraME =AF'F'LEWAY WOh1ES
I)ESCr' I F'T T 0N = a x 1"E UhA I IVHC7l= (;1` 17217 E. Sl-='F~AGUC
,.s`'°UBAREr1 1=.~.:1 9 A(~1=:L~i Sl.l~-~ial-iC~i=~ 1 i"~lJI;aCJF F C;C~L=.r~ F T C I EI'JT = .9
SUB~,R EA 2: = .177 ACRES SUEiAR LA 22 I;UIVOFF- C:UE-FF C IENT = .78
TOTAL iIiEA = . 49o i~(~l=C(.71`11='C)~i 'I-E 1=~lJPJGf~I= C:QEFF1 C I EPJ7 = .~3 '7177~~ 1'~:'
L7VCf:LAIVD FLOW VALUES
C't o 15
.
L i )
IV = . 016
a .017.
C;HAIViVEL I~ LOW Vi-1Ll1LS
L - 0
T p t:)
CC]I"1F'UTED VAl._UCS
I)lJR = 1-5. 00
11c) . 10 T 0 itJLG 1 -7-o v ~AJ l. ~ 1+ •'G 1 0~ V:/
C-1 A = 0. 00
Tr-iangular Channel Analysis & Design ,
Open Channel - Uniform flow
WQrkshPet Name: Applew.3y Homgs
Comment: Grassy Swale to NE Pond
Solve For Depth
riyPn Input Data:
Left Side Slope.. 3.00:1 (H:V)
~ Right Side Slope. 3.00:1 (H:V)
Manning's n...... 0.030
Channel Slope . . . . 0 . 0090 ft!ft
Discharge.,...... 1.35 cfs
Computed Results: „
. . . . . . . . . . . . 0.50 ft v -sw~LE MI rJ . D~rH - 10
Depth
VelOClty . . . . . . . . . 1.80 fpS AS FEP, DETAIL oN PLAN
Flow Area........ 0.75 sf
Flow Top Width... 3.00 ft
Wetted Perimeter. 3.16 ft
Critical Depth... 0.42 ft
Critical Slope 0.0237 ft/ft
Froude Number.... 0.63 (flow is Subcritical)
Open Channel Flow Module, Version 3.21 (c) 1990
Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708
- Simpson Engineers, Inc. Project: APPLEWAY HOMES
N 909 Argonne Road 926-1322 Job No.: 13128
Spokane, WA 99212 Disc.No.: STREET DESIGN
- File Name: SAME AS PRO.IECT
TYPICAL SECTION DATA
Roadway half widi ENTEIZ--= 20
Road Name ENTER--= MArN AVENUE Left or Right ENTER--= RIGHT
_ Curb Type TYPE B COUNTY
Station Interval ENTER--= 25
M1N. MAX.
Curb EL. Curb EL. Edge Pavt.
Edge DIST. llIST, (4.5% (-2% to Gutter
Center- Line Pav't C/L TO E. P. from E/P + From E/P -t Chosen Design Top Curb
_ STA ELEV . ELEV E.P. To Curb Curb Ht Curb Ht ELEV % Grade % Grad(
10.00 28.31 28.26 9.00 11.00 28.21 28.46 28.21 -4.58 0.33
- 10.50 28.44 28.34 9.00 11.00 28.30 28.54 28.37 -3.74 0.33
- 10.75 28.59 28.45 9.00 11.00 28.41 28.65 28.46 -3.95 0.33
11.00 28.66 28.54 9.00 11.00 28.50 28.74 28.54 -4.05 0.33
- 11.25 28.71 28.56 9.00 11.00 28.52 28.76 28.62 -3.42 0.33
11.50 28.74 28.51 9.00 11.00 28.47 28.71 28.70 -2.05 0.33
11.75 28.85 28.60 9.00 11.00 28.56 28.80 28.79 -2.05 0.33
12.00 29.00 28.77 9.00 11.00 28.73 28.97 28.87 -3.00 0.33
12.25 29.11 28.85 9.00 11.00 28.81 29.05 28.95 -3.00 0.33
12.50 29.25 29.01 9.00 11.00 28.97 29.21 29.04 -3.74 0.33
12.75 29.21 28.97 9.00 11.00 28.93 29.17 29.12 -2.47 0.33
13.00 29.21 29.01 9.00 11.00 28.97 29.21 29.20 -2.05 0.33
( O+ 0 O = W, Cu ~ o~ L o-r G~ N UJ Ca RkJCT_ o S t T'E
~ Ee, ~►,f c v~ ~3 = I o4- 9$
c►.~ 1~ cv 1~t r•'~ ~ 5 0
MAIN AVENIrE
ASPHALT TAPER CA.I-CLJ1.ATION
As per discussion with Bob Brueggeman, Traffic Engineer,
Spokane County Engineering Department, on May 2, 1995:
Conditions:
Width of new pavement = 11 feet
Main Avenue Speed = 25 m.p.h.
Length of Asphalt Taper = W x S2 / 60,
x 1!3 (due to shoulder) '
Thus, L = (W) (S2) / (60) (3)
_ (11) (252) / (60) (3)
_ (11) (625) / 180
= 6,575 / 180
= 38.2 feet
As per Main Avenue plan-profile and Appleway Homes site Drainage Plan,
asphalt taper specified as 40 feet from each end of new curb.
RAT T ONML F OI~iIviL1LF; HYT7ROLOCY
UATE = t-516/9 ; DLSTGIVC.R = D. H. C. BASrN MA]:PJ 14,VeIjUE
PF;OJLC'T' hJAN1E = A1='F='LEWi-iY hiOMES
UESCf; T F'TT OIV = FLL.7W TO CURB NLET l'YF'E y i'l' h1A T N AVL-` 0 1 1+00
suBar,'L y =.(--)86 AC13ES SUBi=;hEH 1 I;UIUCJFF COE1=1= I C I LNT .9
"I-OTHI_ iar~EH = .086 ACRES GUh'If='UST-rE RUiWUF= F C0E1= FT G x EIVT = .9
OVEf-<Li +IUD FLOW VALUEa
L t 15
~
L - ~ t l Td C.u t=i:. To B nc t, Or= wAL~ rT.
N - C) 16 lZ+-~o To tl -i-o~ - (42_ 1=T.
s 0,:r ~
CWAN1VEL F-LOW VALUES ~
L - 140 = Tn w E' ~ T t rv G u TTt_1`
z i - J:~ = zo
.L ~ .219
` Q
IV , 016
B
s 00~' a Cr R411: E
T TJ = . 1 17.
CO1`1F'UTh D VALUES
D Ll C; _ 5 o C) C) -
I 1 0 18
Q 1 C)
- . : ; . .
Q A
_ CURB INLET CALCULATION
Location: Station 11 +08 Main Avenue
Description: Curb 7nlet Type 2 on continuous grade
Length of inlet opening: 4.0 feet
Depression at opening: "a" = 2" = 0.167 feet
Peak Flow, QA = 0.25 cfs
Flow Depth: "y" = 0.113 feet
. From Figure 16, "Guidelines for Stormwater Management", 1981:
QA/ LA = 0.07 cfs per foot of inlet opening
LA = QA / 0.07 = 0.25 / 0.07 = 3.57 feet of.inlet opening
required to intercept 100% of flow in gutter
L/LA=4.0/3.57= 1.12
].12> 1
Thus, uilet as shown on Main Avenue plan-profile is OK
~ .i uGr
n , I • ~ ~
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STORMWATER DRAINAGE REI'ORT
for the proposed
Al'PLEWAY HOMES
Mobile Hoine Sales I,ot
17217 East Sprague Avenue
in the SW 1/4 of Section 18, T. 25 N., R. 45 E.W.M.
Spokane, Washuib~toil
Developer: Bob Wilbur, Centerline Const., Inc.
April 25, ] 995
keport Prepared By:
Simpson Engineers, Inc.
North 909 Argonne Road
. Spokane, WA 99212
1'12aJECT NO. 1>3128
q OcFi
* * x TABLE OF CONTENTS
l°~y
"208" Po,Id Volwne Calculations
Drainage Basin Data Summaries
Rational Formula Hydrology & Bowstring Calculations E.
OF wASy~ ~lJ.
V-Swale Calculations
OFFICGAL i~~3,36C D~~~tVoEN.T.
SPa'~E COUNTY ENCINL~qtq Avenue Curb Grade Calculations 4-
~ .9967
~ ~i ~ S.C.S. Soiis Map and Descriptions
PROlECT # c:2 ~Sf4NAL~G
SU9NtITTi41. '
' I EXrIRES 7127r 9 S ~
R~~N E~~~~SRpplementary Map: Drauiage Pian
"208" P0ND VOLUME CALCULATIONS
~The following pages contain data for each of tile five on-site drairiage basins, and for each basin's
' "208" stormwater retention pond. Refer to the 1" = 20' Drainage Map for the actual basin
locations and boundaries.
in general, for any drainage pond with 4: l side slopes, the pond volume can be calculated with two
components: the volume directly above the pond floor plus the volume above the side slopes. To
, compute the volume at any ponding depth, only two parameters need to be known: pond floor area
and pond floor perimeter lengtli (both are specified on dhe Drainage Plan map).
Volume is calculated at 6" depth for "208" treatmeclt and at 8" depth for storage, as follows:
At 6" depth:
Pond Volume =(0.5 ft. depth x pond floor area) +(1/2 x 0.5 x 2.0 x pond itoor perimeter)
= 0.5 A + 0.5 P
At 8" depth:
Pond Volume =(0.67 ft. depth x pond floor area) +(1/2 x 0.67 x 2.67 x pond flaor perimeter)
= 0.67A + 0.84
N-1~ ~ 2.68 feet
<feet -
~ }~8" = 0.67 ft. 6" 0.5 ft.
~ .
- - - - -
Pond Floor
I
- ~~~**~***~~*~*~~«:~.~~****:~****x~***~**«~*~*~****~~~~:***~*~*~x~~+****~*****~:~:«~***
, NOTE: All impervious surfaces are included in hydrology and storage calculations,
but only the asphalt pcrvemet7t and the affrce birildiqg roaf are considered for "208"
treatment in the first 6" ponding depth.
- DR.A.rNAG-E BASIN DATA SU1VrMARI.ES
TABLE 1: DRA.INAGE BASZN f1REAS
. ,
Basin Name NW NE SW SE E Units -
Total Area 68,150 561-906 18,815 7,670 3,684 sq. ft.
- (A) Pervious Area 6,430 4,616 9,325 6,595 2,609 sq. ft.
' 1. Grass/Landscapino 6,430 41,616 71,525 6,595 2,609 sq. ft.
- 2. GraveUDirt (0, EP 0 0 1,800 0 0 sq. ft.
-(B) impervious Area 61,720 52,290 9)490 1,075 15075 sq. ft.
, . -
1. Building Roof 0 0 0 11,075 1,075 sq. ft.
2. Concrete Walk 455 960 580 0 0 sq. ft.
_ 3. Gravel Display Area 45,900 31,770 0 0 _ 0 sq. ft.
4. Asphalt Pavement 151,365 191,560 8,910 0 0 sq. ft.
"208" Volume co, 1/2" 640 815 372 45 45 cu. ft.
TABLE 2: BASIN AREAS DRAIN.ING TO V-SWALE INLETS
Basin Name NrW lnlet NE lnlet Units
Tot11 Area to Inlet 24,565 211-130 sq. ft.
Concrete Walk 0 470 sq. ft.
Gravel Display Area 10,440 7,720 sq. ft.
Asphalt Pavement 14,125 13,410 sq. ft.
TABLE 3: DR.AINAGE FACIL.ITIES
Drainage Pond Name NW+ NE SW SE E Units
"208" Volume 1,455 372 45 45 cu.ft.
Pond Floor Area 2,805 680 660 300 sq. ft.
Floor Perimeter 309 108 106 70 lin.ft.
Pond Volume (@, 6" 1,557 394 130 130 cuft
Pond Volume co, 8" 2,3891 552 187 187 cu.ft.
Notes: 1- Includes ponding into grassy v-swales - see calculations on following pages.
DR:.AINAGE BASIN DATA SU. ES - CONT1NUEll
NW BASTN: northwest portion of site, including south half of Main Avenue
, Total Basin Area: 68,150 sq. ft. = 1.565 acres
Grass & Landscaping: 6,430 sq. ft. = 0. 148 acre
Concrete Curb and Sidewalk: 455 sq. fl. = 0.010 acre
Display Area (70% mobile home roofs, 30% gravel): 45,900 sq. ft. = 1.054 acre
Asphalt Pavement: 15,365 sq. ft. _ 0.353 acre .
"208" Area = 155365 sq. ft., x 1/2" depth ="208" Volume: 640 cu. ft. min. required
NW POND:
Pond Floor Area = 33' x 56' = 1,848 sq. ft.
Floor Pen*meter: 178 LF with 4:1 slopes on all sides
Pond Volume @ 6" Depth = 0.5 (1,848) + 0.5 (178) = 924 + 89 = 1,013 cu. ft.
Pond Volume @ 8" Depth = 0.67 (1,848) + 0.89 (178) = 1,238 + 158 = 1,396 cu. ft.
Note: see NW+NE combined data for pond volumes provided vs. volumes required.
Flow to NW Swale Inlet:
Display Area (70% mobile home roofs, 30% gravel): 10,440 sq. ft. = 0.240 acre
Asphalt Pavement: 14,125 sq. ft. = 0.324 acre
_ Q,o = 1.52 cfs
i
, DRAINAGE BASIN DATA SUMM.ARM S - corrTuvuED
_ N'E BAS1N: northeast portion of site, including south half of Main Avenue
Total Basin Area: 56,906 sq. ft. = 1.306 acres
Grass & Landscaping: 4,616 sq. ft. = 0.106 acre
- Concrete Pads, Curb and Sidewalk: 960 sq. ft. = 0.022 acre
Display Area (70% mobile home roofs, 30% gravel): 31,770 sq. ft. = 0.729 acre
Asphalt Pavement: 19,560 sq. ft. = 0.449 acre
"208" Area = 19,560 sq. ft., x 1/2" depth ="20S" Volume: 815 cu. ft. min. required
NE POND:
. Pond Floor Area = 22' x 43.5' = 957 sq. ft.
Floor Perimeter: 131 LF with 4:1 slopes on all sides
Pond Volume @ 6" Depth = 0. S(957) + 0. 5(131) = 478. 5+ 65.5 = 544 cu. ft.
Pond Volume cr S" Depth = 0.67 (957) + 0.89 (131) = 641 + 116 = 757 cu. ft.
Flow to NE Swale Inlet:
D,splay Area (70% mobile home roofs, 30% gravel): 7,720 sq. ft. = 0.177 acre
: Asphalt & Concrete: 13,880 sq. ft. = 0.319 acre
Q,o = 1.35 cfs
DR.AINAGE BASIN DATA SUMMARlES - CUNTINUEU
NW+NE Combined:
_ 1. "208" Volrrine
Combined "208" Volume Required: 640 + 815 = 1,455 cu. ft. minimum
' Combined Pond Volume Provided @ 6" Depth = 1,013 + 544 = 1,557 cu. ft.
1,557 > 1,455
- Combined NW+NE Ponds are OK for "208" treatment
i H. Stvrage Voliune
Combined Storage Volume required with 2cfs outflow = 2,227 cu. ft. (see bowstring)
1. Combined Pond Volurne Provided @ 8" Depth = 1,396 + 757 = 2, l53 cu. ft.
2. Additional Storage Volume Provided:
Grassy Swales: 8" depth with 3:1 side slopes = 0.67[2(3 x 0.67)] = 2.69 sq. ft. water
A. Swale to NE Pond: 8" @ 0.88% = 76 LF .
Thus, when NE Pond is 8" deep, water surface eatends 76 LF up into swale
Volurne = 0.5 (2.69 sq. ft.) x 76 LF = 102 cu. ft.
B. Swale to NW Pond: 8" @ 0.67% = 100 LF
Thus, when NW Pond is 8" deep, water surface eartends 100 LF up into swale
Volume = 0.5 (2.69 sq. ft.) x 100 LF = 134 cu. ft. `
Total Combined Storage Volun7e Provided in NW + NE Ponds at 8" Depth
2,153 + 102 + 134 = 2,389 cu. ft.
21-389 > 22227 required with Two Type "B" drywells, as per bowstring calculation
Combined NW+NE Ponds are OK for storage
DIZAINAGE BASYN DATA SUIvI1V(ARIES - CONTINUED
SW BASIN: southwest portion of site
Tota1 Basin Area: 18,815 sq. fl. = 0.432-acres Grass & Landscaping: 7,525 sq. ft. = 0.173 acre
GravelCDirt @ roadsicie: 1,800 sq. ft. = 0.041 acre
Concrete Walks: 580 sq. ft. = 0.013 acre
_ Asphalt Pavement: 8,910 sq. ft. = 0.205 acre
"208" Area = 8,9 ] 0 sq. ft., x 1/2" depth ="208" Volume: 372 cu. ft. .
SW POND: Pond Floor Area = 20' x 34' = 680 sq. ft.
, Floor Perimeter: 108 LF with 4:1 slopes on all sides
Pond Volume Provided @ 6" Depth = 0.5 (680) + 0.5 (108) = 340 + 54 = 394 cu, ft.
394 > 372 SW Pond is OK for "208" treatment
Pond Volume Provided tt 8" Depth = 0.67 (680) + 0.89 (108) = 456 + 96 = 552 cu. ft.
552 > 220 required with Type "A" drywell, as per bowsiring
OK for storage
DRAINAGE BASLN DATA SLJMMARIES - CONTINUED
SE BASIN: southeast portion of site
- Total Basin Area: 7,670 sq. ft. = 0.176 acres
' Grass & Landscaping: 6,595 sq. ft. = 0.151 acre
- South 1/2 of Ofl~ice Building: 1,075 sq. ft. = 0.025 acre
:"208" Area = 1,075 sq. ft., x 1/2" depth ="208" Volume: 45 cu. ft.
SE POND:
- Pond Floor Area = 10' x 20' = 200 sq. ft.
Floor Perimeter: 60 LF with 4:1 slopes on all sides
"SE Pond" is merely a grassy low area, to prevent runoff from 1/2 of the office building
root'from leavinb the site. Since no drywell or other outlet is provided, pond is sized at
double the volume required for "208" treatment, and has sufficient capacity for storage ofexcess water above the assumed outflow through the pond floor, as per bowstring
calculation, with 8" ponding depth.
Pond Volume Provided @ 6" Depth = 0.5 (200) + 0.5 (60) = 100 + 30 = 130 cu. ft.
130 > 90 2 x 45 cu. ft.) required foi- "20$"
OK for "208" treatment
Pond Volume Provided @ 8" Depth = 0.67 (200) + 0.89 (60) = 134 + 53 = 187 cu. ft.
- 187 > 122 required with no outlet except percolation through grass, as per bowstring
. OK for storage
Note: Bowstring calculated at 0.36" per hour percolation rate through grass at the pond
floor, and at 1/2 the outflow for a type "A" drywell. The percolation calculation yields the
higher storage volume, but the hydrograph doesn't peak within the storm event period.
The highest storage volume calculated using percolation is tal:en as the target storage
volume, providing a larger safety factor than the hypothetical 1/2 drywell.
DRAINAGE BASIN DATA S'UNI.MA:RiES - CONTINUED
E BASIN: east portion of site, including north half of office building
Total Basin Area: 32684 sq. ft. = 0.085 acres
Grass & Landscaping: 2,609 sq. ft. = 0.060 acre
-North 1/2 of Qffice Building: 1,075 sq. ft. = 0.025 acre
"208" Area = 1,075 sq. ft., x 1/2" depth ="208" Volume: 45 cu. ft. min. required
E POND:
Pond Floor Area = 10' x 20' = 200 sq. ft.
Floor Perimeter: 60 LF with 4: l slopes on all sides
"E Pond" is merely a grassy low area, to prevent runoff from 1/2 of the office building
roof from flowing over the asphalt or gravel, or leaving the site. Since no drywell or other
outlet is provided, pond is sized at double the volume required for "208" treatment, and
has sufficient capacity for storage of excess water above the assumed outflow through the
pond floor, as per bowstring calculation, with 8" ponding depth.
Pond Volume Provided cr 6" Depth = 0.5 (200) + 0.5 (60) = 100 + 30 = 130 cu. ft.
130 > 90 2 x 45 cu. ft.) required for "208"
OK for "208" treatment
Pond Volume Provided @ 8" Depth = 0.67 (200) + 0.89 (60) = 134 + 53 = 187 cu. ft.
187 > 82 required with no outlet except percolation through grass, as per bowstring
OK for storage
- Note: Bowstring calculated at 0.36" per hour percolation rate through ;rass at the pond
floor, and at 1/2 the outflow for a type "A" drywell. The percolation calculation yields the
higher storage volume, but the hydrograph doesn't peak within the storm event period.
The highest storage volume calculated using percolation is taken as the target storage
volume, providing a larger safety factor than the hypothetical 1/2 drywell.
i-i AT.L OPa F~1 L_ F QRI~I lJ LA H 1t' DROL 0GY
I lir;TE 4!221/9'tj DES GNEF'1 = U. N o[:. BiyST hJ PJW•4-NE
F'h'0,1 EC'T CJAh1E APN°'LEWr1Y HOI`1E:a #1:=~ 1. :~8
'DESCR T F'T I OIV S]: TE DFYA:c I'JAGF A-I" 17a~ 17 E. SF~'ROGL1E
' S 1.1L-1 AF;L-'A 1 = . 9=~`E ACF:f= S S UrtAf=%'EE1 "1 1=~UrJDI.F C:01=I°I~ J: C T EIV1" _ .9
SUBA1=iE'r"ti 1 a 7F3~~ AChCS SUBA1=iE=(-, RI.JNQF F C('I_F f= :C C rEPJT = .78
U B A R 1=i ; Sl.l BAi::; L i~ ; 1=; lJ I\J Cl f= r CO1= F f= T C T E N1° . 1 Itj
: TU1-'r^iL. F`il•yEh .8 i:L i-•1[~FiES CUM1 'U5I 1"r RUhJOFF CGEF1= :1: CTE('JT 7If y 1222 ClVERLHrJD FLQW ',!i ,LUES
I • Ct ~O 15
L_ ::;4 ( )
hJ 016
GF-~iciN{'JrL FLOW WHLl.1LS
L
1 1
L 2
N - o 03-
B ( ) . .
s . 0t;:l 7
1 Ta = .9108
CUMPUIfED UALULS
DUR - 5. 00
I1C) :3u 10 .
Gl 1 C.) L~ . y
C?A - 6 . 93.
L-~QWSTI=; T I'q(3 C'HI_CULA'Vt GIVS;
I:)H1-f = 4/21 l 45 GES I[:,IVER = D. H. C. E:ir=; S 7: IV PJW+. N L
F'hOJECT PJAI'1E = AF'F'LEWiy`t HCliylE'S
C)ESC('; I I'T I OI'•a =SITL: llRA hJAGl= AT 17217 E. S1='FcAGUL
t t T n-t e., 1-1 s:i -t y Olcl ev. v:i 1-1 V ca ut ;:i -t u r- ci ca Ev
t i n i n.) (s e c.) (3. i7 . I h r a) (c o-F . s.) t c Li. +t.~ (c u . +t.) (c u a r t . i
5. 0 6 . ~i':_ '~''?~3c; ~c,~ 2186
- - i ,
1 C) .C) 600 2.24 4.88 .t /r 1200 22i/
15.90 c:i 1.77 3.86 3 6 3865 65 1BC1 il 2065
20. 1200 1.45 16 4115 2400 1715
25. C) 15 0 t.) 1.21 2.64 X.~~ ~ r-,a~-i c=
4225 )
, 0.C) 1800 1. 04 4 2.21 4 .1 ; o C-; 711
" 5.0 2100 . .91 1 0 98 -4:1~67 4200 . 167
. 40a r) : 4 .82 1.79 4471 4800 - _.2 17
4 5• 0 2700 • 7`E 1.61 4519 5400 -881
, tDC). C► 3000 .68 1. A• 8 4597 97 6000 - 4 03
55. 0 3300 .64 1.719 4745 r'a 6(:)c--> --1 855
60, c:i 3600 .61 :l . 73- : z{-92:' 7200 .-2 2 7@
65. 0 3900 . 60 :l . . ; i:> 519t=} 7 Ei c;) b 1 0
70. ii 4200 .513 1.26 5 4:.';8 8400 -2962
75. 0 4500 .56 1. . 2 1 6 i _ i}
BCy. C) 4800 .51.16 5662 960() 85. 5100 .52 1.12 5(3:.9 10200 --4Z61
90. 5400 e ; c) 1. 09 9 9 6 1 C> 13 0 C► -E 804
9 5e0 5700 .49 1. 07 6196) 11400 .--5204
1 Oc). c_) 6C)(: )t7 0LI• B 1.05 6 E 3 12000 - 5b17
"1"HE t•1fi►X I h1UM STC7RAGE IS 2: 2? o].2;al1 2 CU. F T.
M'I`he ti mc- of concEritrati on i s 5 Mi nt-tte-:.~.
The U n deve1 o pec1 f1 o w ot.i t :i s 2 c: .+us.
TEIA YEFtiFt S7'C.]hP'i CriLC
F;A-C:CONiiL FC11:;1''I1_1L..« HY1)l:~;OL(::1G
D ii TE 2 1-"-3i 9 5 D E S I C71V I-- R - U 4 1-1 < C T I'4 S V!
1='h:CIJEC'T tVAr1E = AF'F'LEWr=;`( I-IQMES 3E 1_ 12- B
UE SCR T PT T QIV = ,:,)i'f E DI~t1 NACL i1T 1 i2-17 E. il:~'Ri +(aUE
JUB HI'\CH 1=.2 10 ACF:-.-.4~ SUr~F11~ EA 1 hUNOFf= CUE1= F:[ C I L1,11r
S Ur~A 1=~LH 'y Cj~E 1 A[;f;Ea f~UL~~if;E h :2 ' RIJI'IOF~-h= CC7EF~F 1: C 1 EhJ-f
- :i UB NR Er=1 S L J0 Pi RE A RUNDF F C:.OL1= F]: C 1 EWIUI" = . 1 ~
' TOTAL riFiEA CRkS COMPL7SJ: -l"'l•= RUiVC)f°F C;CIEN F1 C:L' LNT = . 5b 16c3981 4c31 ~
C1VEhtl_AI'JD FLOW VALUES
C: t = . 15
L
I'~ , i ~ 1 fa
cH~ l N Ni~L Fi_oW vaL_uEs
L - •i l
TD - i)
C:(:]i`lPUT1= D 'v►^-+LUI~.;a
llUR _ ~ . i:,c i
Z IC) .3u 1 B
O1 C) . 7 7
C1fy - i1, ('t~_1
BOUJSTR:i. NG C:iAL(=.LJLAT1 C1PJ5
L3t;'fL = 2/?.=~f 95 I7k.SI GIVEe.F; = U. la .C:. DHa T iA SW
PF;OL7L.C'T fJr;h1E = A1='F'LEWriY HOMES W1:: "1 ~ c3
UESCRT F'1' Z(:1PJ T'TE URri T IVACGL A'T 17217 C. SPRhiGUE
I
it t Intensi ty (:.~d F- -,v o V:i r, 'JOut. Storagp
irr, iri . ) tsec_. ) (in. /riir. ) tc.•F.s. ) ic:.U. -i t. ) (cU, -f=t. i (cu. ft. i
5. t) ;tiii =~n l~i a~7 ~~•10 90 220
- 1 i i ) 600 2.24 .54 v~ ' l. OCy o c:) 2
1 t). C1 90(0 1.77 4 3- 47ti 27C) 16( }
' 20, C) 1200 1.45 .=:5 458 6 c~) 98
i
25. t ) 1 500 1.21. . 47t:) 45C) ^c_f
30. C} 1 a CyC-y 1.04 o25 48cj a=-ti, -60
, - :~5. t_1 2 100 .91 .22 •4136 67-0 - 144
' 4C). i i 2,400 .82 Y .ti ~ 'f,.i 498 7,L,~
~~0 ,..'22
45. i_) 2700 .74 0 1 i:l a0 a 1 i:f -i i 7
50 , c i 7-000 .68 .17 512 9 0i) 3 B
_ - - ~ ~ c_)i y .614, .16 t:5 2 c? 990
J J
4 6)
60, C) 7-600 .61 .15 548 1080 .-532.
65. i") 900 .60 .14 578 1170 i9:.'
70. 4200 . 5Q .14 605 126i ) --655
75. 45CiC) . J6 . 131 620 1_..~ 5 JC) "'730
BC). C) 4800 e 5 ' . 1._, 67-0 1 41Ec i -e I c_)
85, i i 5100 .52 .11' 65C) 1530 - 88Ci
9c)• c-i 5400 .5c) .12 66B 1620 -952
95. ; 7 c_)t ) .49 0 12 69t=► 171 t:► -1 0: 0
I c`) i;,Ci 6000 . 4B . 12 711. 1BOO - 1089
TI-iE MAX 1 MUM aTORi GE I 5 220.194054 CU. 1= T.
~ 7rie ti ►T,e o-F eoncentrati. on is 5 m:i nutEa. -`r 552- Cu, FT,
i I°ie Undeve10 pc~ d-f'1 o w c.-ju -t i s Tl Pff Ky+nl tL- t_..
"fEN YEF;R STOf=~il CaLC
F7uF;iI U L A i--i~~D R c) L uG Y
e Ia Fa TE 4/25/ y; DL= ST C.; IV Er' D. i-i .L: o BAS1: IV SL
1~'ROJECT NAME - Ai=1='LEWA`r NL1h1E:S ltl::~'120
; r~ ~ ~ . ~ ~ , _
L~E;~CF~I F"~ I Q'~I . c.~ ~ T~f E DF~F~7:14(~GL: r-,l~' 17, ~ 7 L=:. . ~F hF~,GUE
,E;IJBAREF1 = .025 AC1=~'EG ~,~-'UBARk_'ri 1 I;: IJP4 C1i="1= COL=:F w-.1 C; ILN'T' = .9
!SUBtiRCA 2 l. fi: 1 ACI;:E S ::;UBAhl_A 2 RUC•aOFF' COk1"F:X C:l r NT = .15
_ 1"01-AL AREH = .176 -i t;hLS CCJMFNI;a l: TF: 1=:lJiuCIF F- C;OLh 1= 1 C IEIjJ-C' _ 256J•_~-4Cf90qt i9
;
Q'vE:F;LAIVT:) 1=LOW l>ALULS
' C' t . 1 ►
, L = ac_i
' N .4
S
f=.HAIVNEI_ 1= LOW Vr iLUEa
, L ~ C)
7" I7 - i i
COMF'UTEI7 '.1f-,Ll.1La UUF; ~ 5.00
11 - _ 0 18
01~~ _ .14
UA = Q, (yi;)
r~owS7-Rz r4u c;raLcuLiT 1: CJhJS
UA'TE = 4/25/ 95 D1E5 CsNEai = L. H. C . ~.~r Sz N SE
Pr-,oJEt:.T NaME = APPLEWAY Hor~~~S #17-, 1:.~13
z,eScRz PT T ON = 5 Il-E DRAz ivA~E AT 17217 E. SPF;AcuE
t t Snttnsi. ty t,! d►~v. Vi n VC)ut: ;-;turaqe
(rnin. ) (sec. ) (in. /hira ) (c.-F,s. ) (Ct_i. ft. ) (cua ~-t. ) tcu. -ft. )
5. C) ~ 300 . Is .14 1 C] I J J
1 c_y . C) 600 2,24 . 10 71. 1 7 C-)
15. i=) 900 c_i 1.77 008 80 2 7"9
20. C' 1200 1.45 d 07 E3 15 2 E3 0-1
25. 1 Ll l ) C) 1 '"~1 .(_').J (-1 ~ 5 ° r-i r " 0 J
-
= 0. C) ci 00 1. 04 .05 B '~'r _ 3 i~
, 5• Cj 2100 ■ 7 .L .04 7 4 87
4c). U 24()t i .82 , 04 Cr' 4 E3 99
45. t) 2700 .74 n (=)3 94 5 lr-. 19
5Ci ,C; 3-000 .68 . (:):~r. 95 5 90
t55.
' - ' - i i ; C) i l .64 • .9
~:1 _ 9~-~ 6
60. C) 3600 .61 . 03 102 6 96
65.C) 1700 C) , (:)w, 1 0a 7 :l C) J.
i i_o„ C1 4^t:ti:; e ~3 , c:i
: 1 1::~ 7 1 C) b
75. f=1 4500 •56 . 0:=1, 115 a 1 i:)a
C.3 U • Cy -1' c3) U 0 a 53 • 02 117 c`3 109
~~i. C1 5 10 t) .,52 .02 127. 9 112
90. C) 540t i . 50 . 02 1 24 (y 115
95. t:) 5700 .45' .02 128 l c;► 119
100. C) 6000 .48 .02 1 7~:2 10 122
1'NL MAX I MU1`1 S'1-CaF:AfJE IS a:.04:~ 54=.!-999 C11. FF"I" a
* TI~c- tirroe o•f conc_entr-at i c,n is 5 mi nu1_e.,s.
l- he 1Jn dc v e'1 0 p►r d-i= a a w ia ut i s .0017 c.-f ns.
l"EPJ r EAI; sTUhM CALG
BU WS..1.. R:l' IV G C AI_ C: LJ L i iO° T Ll IJ S
D F; -f C=4/2J I S' U L'SJG NL= R D. I-I .G. BA 5 TN SE
F'Fti0JCC'T ivAME hiP1='LEWii`i HCJMES
! liE SCR x F'I" T OrJ =6T 1'E IJI;A NAC;E 1;"I" 1.7.21.7 E. 5PRAGUL
_ t -t I n ten s ity G? dz v. 'J :i n VC)u fi: St o ra qe
~ (min. l (Csec. ) (i.ne /hra ) c_Ltd ft. i (cuo ft. ) (cU. f t. i
)v c:) a c_; 4 ~ i 1'~
~
, 1C), C, E,(_)c) 1t.) /"1 rit, -19
' 1 a.C-) y i_l t_1 :I. a i7 0 -ji
-cr
20• 1200 1. 45 • 1 / 8 1 BC) - 7 .J
i. rl ■ 1 .~1 C C~r 1.21 a C) tJ 3W .i 1 ~ ll - 1 7
Cy 1 8 i 7 t i l. .0 4 .~~)i ca 9 270 :l ~i 1
C) ~ic c_) . 91 . ~f4 (i'C)
~ C_~~ . Cf C~ o~3.:' o t) -E 9-. S 6(1) 22 6 7
4 1 • C) 2700
_.74 9iI• 4 C) J 1 1
,,~.f C) , C) 3000 ~ o E3 „ C) 9
.r.-.~ 4 K15,
'7 5 . i i = c:y 0 .64 . i-T]". 9Li 4 9 5 ~ _9 7
60.C-) .61 102 t-J, Lli i --=+-78
ia J.~_1 39{.f c_) o t_) .C.) ` 1 t_1 ci i r' J -~7~ 77
,
~ 70. C) 42- C) 0 f, i ) - ~ 1 7
. c-
7 J.~ ~ 4 J l_) l_) J
.56 u ~1 C", ~1 ^~J p l~
L3 C> . 0 LE eC, o 11 ~ 7 C.) - 60=
55 .~=1 5 1(_)(:) ~<.12
1.c 1 7r~ ~ °b-~~}
9C). C) 5400 .50 . C) 2 119*2 4 B 1 G -b^ob
95. ~:1 :r 7 c=► i:) 49 . ~ 1:~ c3 ~3 ~ ~ 7 : 7
1 OC), c:)
6000 .43 , 0-2 yc iC) -70~3
1-MC r7Ax r. riUr~ STOi;AGE x S i 2.7179:=,4 C-u. FT. X, The t i rrie of conrr-ntrat ion i a t5j mi nt-tt~~ ~ ~
The Unde.vel oped 4:1 ow cDut :i s . 15 c. f.s.
l" C CJ YC= i=7 R :3"I- 017 I''1 C A1... C
I;A7" I C) Niw I_ F 0I;; I''I lJ I.,. ta I-I'i` D I-%'(_) LC1G`r'
4/25I 9J U 'L' J 1 GIV L_ R = LJ . Hti Ca AS-Z N C H f
F' 1=\'Q J E C T IV H I'1 E - i-1 F' 1=' L E WIiY I-i 0 M LS
liESCRI F'l" T ON _ SI'I-l_ DhAI i~a~GL AT 17~ 1*7 E. SPI;AGU "L-'
UB A1=\E Fi 1=. ACRLS SUBAR'CA 1 I;IJIVCIf= F GOCFF T C 1 LNT - .9
~ SUL~A i=~'LF; '2:~ 06 A LI-ZL=cu 3 SUBAR'LA 2' 1=\'l1hJ0 1= F C:0 E F 1= T(:r 1 LIV"I- . 1 i
c ~ r
I C)r.~ r- ~ P~ ~(...~EC• C` - - - - - c - - 2
l'CJT'AL i=t17LA L:C~1vII°'O,a 7: TE IR IJI\lU1=1= C(~L1= I- T(=.:1 E'~1~1 - i.~~-3._ -4
. UVF_RLAND 1= LOW VALUES
- C: t = . 1 ~ ' L = 40
.
N _ .4
s 0:L
, (--:I-IANIVI;:L f= LOW VALLIES
L - Cd
l'D = i:)
GOMPUTED VALIJES
L1UIh
I 1 c)
Q 1 i_)
Q r; C) a t'_i t i
B(7WSTR:[ I'J G C; ri l_ C LJ I_ A'1" T U hJ S
liATC = 4! 95 DE5 T CNC:Fi = Ii .H4 C . BAST II EAST
F'f=iCIJEUT NA (°1E = A 1='PLEWiq Y H OI`'lE.:a # J. :l 213
DESGRT F'TT UI'•J S.[ T'L-" pRw J: IVFaCE F,-F 1.7217 EaSF='RF'-,GUL
t t I n -t E ns i ty G dEiv. Vi i i VC)ut cra g N
iITtin. i (SCCo ) iin./hr. ) (ca -F. a. i {C u. + t. ) (cLi. -Ft. i (r_U. -ft. i
ao C) 7;00 10 40 1 4C)
1 C). C) 6i y C-) 2.24 . i=i 7 50 1 49
15. l 1 900 1.77 n 06 56) 2 54
0. Cr 1200 1. 145 . 05 ..~.1 ~T ~ tJ !
25. c=y 15 c) c_) 1.21 .04 6 1 31 59
3ci ~ i:► 1800 i i 1. 04 .Ci 6.~ 3. 59
, 0 2.10t) .91 „ 0_; 6 4 60 '
40o C) 2400 .82 . c=) btj 4 61
45. 0 27t )c_) .74 .02 6; 5 61
iC_) , i 1 t:)i;)f ) e 6E3 .02 66 i 61
55. CJ = (_1 t_) .64 .02 69 ca b
60.C1 .6 Cf0 :l , i~)' 71 6 65
65. 0 9i ) (:1 , 60 o (=3 ' 7 5 7 b'c~3
'J 0. C) 424.'► i-) .50 C)
.
7 71
r
75. C) 4500 .56 . 02 g , -
Bi:). C) 480C) . ~ . 02 82 ^0 7 4
9`,. 0 ;ii) c_) . 5:' .0:' t34 y io
VIi ),Cs 5400 .50 ~ C) 2 S y 9 77
95.(D 5 7C) C) .41r „02 90 1 l_) Gl_)
100. 6000 .48 . 02 92 1 C) c~~
1" M k~ MAX T IYl Ll h1 ST 0 FtA GE T f=~ 02.06224 i1lJ . 1= l~ .
~ ThN ti r,e o-f cc.:,nccntrati on is 5 rn:i iiUtes.
1-he lJncJcvel cape-cl f 1 aw out i s .0017 c.-F.s. .
TEPJ 1 C:AR ST01=iM GALC
~ T:t OWS"1 R.L Nta C; AI_ i:, U I._ A'fY C)!V S
D; i T F = 4/25/ 9 5 DL: S.C L:i IV ER =D. H. C. BFa 5:C N E i;Sl"
F' R('J ,7 kC'1' NAt°1 E= AP1- L E W i^i F-I CJ I''1 E~.i # 1-:-1.:' 8
DE SLRTP1" I OIV ~ 5 T TE DhH TNACiE A°f 17217 L. S1='RACUE
t t I n -t en s i. -r -V G:1 c1 ev. V :i n ki Ou t St araqe
( ir, i n ( s E-c_ (i n./h r- ( c_ . f .s.) i cLto-f to i (cu.ft ( c L.~ . ft.)
~
5. 0 n( 3100 . 1 ~ . 1 40 tI ' ...1
.J
1 C). C; 6c:i(:) 2.24 a 07 50 90 --LEcy
15. t:) 900 i) 1.77 oi? -6 .r . ~
1 --i9
' , .
' - 20. 1200 ' 1.45 ~ 05 ti CV► J. EBt:I - .l ? 1
i i 5o i I 1500 1.21 .04 61 225 ~ ~ 64
3o. C► l. SOO 1.04 62 27 c_} 08
; . ; . 0 21 0C) .91 6 _ _ 1 tj:;, - 25 2
40. , c=; 2400 .82 . C) 6 a :f:60 29a
45. t f 27 0i:► .74 .02 6 ; 405 4t:i
50. t'i 7. i ) C) .68 ti 02 43 ca 4; C) = 84
55.0 .64 .02 69 49; ~ 426
60. t? 7-600 .61 . 0:' 7 1 54Cy -469
bi . i_l 390C) p60 .02 7 1 1E I J -51t_)
70. „ CI 4200 . vQ • 02 79 tU3-l 1 - JJ 1
75. C) 45 0 0 a56 .02 ~-~3i y 675 --595
6i i_) 4800 e 5 .02 8::' 720 -608
E35. C) 5100 ~ 5:2 .02 0 4 765 -681
90, Cy 5400 . tic) n 02 87 E3 l. i ) - 72
95, 0 5700 , YE9 .02 90 855 --765
a i i i ; . C) 6000 .4e .02 92 900 - 80^o
1'HC C°1AX I MUh1 S'T'OFiAtaE T i C) CLI. h'1" .
~ T I ie ti rrie o-f c onc cn tratti or} is 5 Mi ilUtC--_> .
i-h e U ndeve1 0 iDei_I f:1 a w u t_c -t. i s . 1; c.f S.
TEh1 YC:AR STOl;hjl CF',LC
F;r=;Tz OivAL FOr.iIui_i'-) riYni';(--)Lc)GY
DhTE = 2/27 / 95 Di_:S7: GNEF--%' = U. Ho L. BAS 1 fJ NW IVLET
1=' RCl JEC.'T f dAI`'1 E i 1='PL.. E W(V`r H0 MES #1-,,.~-1228
UL SGF=, T 1='T IOIV = S l: TF Df;AT NAGE Hl' 17217 C. 5F-'RHGUE
5 UB Ah'Ei i 1=.:5.:r'icRvLJLti~R L-`, 1 RL1NFF COL1='I-' 1 C 1ENT = .9
' .iUBAREi'- 21 fE ACRE,-.r' S UB FiI-N'Ei-i ~ I :Llf'4 F 1= f; CaEf= F T L" I k:IVT = .78
'1' l T L ~ Iz = > a la~E C C:J I'11=' ia S 1: '1" I' i:~ U(U Cl F~ i~ C; t~t'c 1=' 1= I(" T E IU l~ f34 8 9 b 17 ' [:1'v'EhL.Hi'JD FLOW VALUES
C. ` . 1 -15
_ L - z t
t_i 10
. c~~
~ . o ) .
C:WiahlNEL FL..QW Vi=iLUES ~
L = t)
' - l" TJ = i_)
rUi-111='U'1"E- U UA L U E S
UUF*%' = C, i ~Q
I li~ - 10
a 1 C) 1.
' 7'O C..~,JK6 o V-~ 4%IA 1.-E- To N WPo ND
C)a 0(--)
. .
Triangtll a.r_ Channel Anal.ysa s t4 DP,:i.gn
Open Channel - T_Tn i..f. oxm f. l ow
taorksheet Name : ApplPway Homes
Comment: Grassy SU»le to NW Pond
Solve For Depth
- Given Input Data:.. _
Left Side Slope.. 3.00:1 (H:V)
Right Side Slope. 3.00:1 (H:V)
Manning's n...... 4.030 Channel Slope.... 0.0070 ft/ft
Discharge........ 1.52 cfs
Computed R.esu.lts: Depth............. 0.55 ft vc M".,. v~-~--n-l = i o
Velocity......... 1.69 fps tiS ~~CP- nE7rAjL °N PL--A"
Flow Area........ 0:90 sf
Flow Top Width... 3.29 ft
Wetted Perimeter. 3.47 ft
Critical Depth... 0.44 ft
Critical Slope 0.0234 ft/ft
Froude Number.... 0.57 (flow is Subcritical)
Open Channel Flow Module, Version 3.21 (c) 1990
Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708
F*%'AT :l' C)I-qtiL F= OI--,;IIIJL(-~ H`r DIR(JLC)GY
D A"1" C= 7! 9.°.i U L`-: ST G PJ (-*-_'*Fi =D. I-.I., L„ f?HS.C N f u L I NL. ET
(::'RO,JECT tUAl`1E = AF'PLEWr`f HUh1ES
T)CSCRI P'T l: 0N ST l-E llRAT IUA[:;L Pi1" 17'~217 L d S1='RAGUl=
'EDUBAhEA 1= .°.~;1 S' A C F%'L:E> SI..J~:tA l=~;l 1 RUNUI*'"F C.OL1= F T C I I::'N'T =
S L1E{Pi R C ; .177 AC1=iES SUBr1=;;LF; 1RUI\Jt:.IF'F C:;CIL:.F'f= I C T E'N`I' - .78
~ 1" fJ -I" 'r~ L i~ !Rk: A= .=6 ri'ta i(~ I~ 1= E i C(:J I`'1 I~' C) ~i L I-~ lJ I'J U 1-=1=~ i:(J E 1= F.[ T E I`J ~T 1 i 7~ 19
f1VEIRLAND 1=LL7W VALLJES
- C; -t ~ 15
L-
N - .016
r,
(_;i-iANNEL_ FLGW kJriLL1ES
~ L C) .
"C D i_►
C0 Iy1F'U'TED VA* L_1.1CS
r) lJ R 5). t) )
:I: 1o ~ e 1a
„
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Triangular ChannPl Analysis b. DPsign
. Open Channel - Uniform flow
_ Worksheet Nzme; Appleway Homes
romment: Grassy Swale to NE Pond
Solve FQr Depth
- Given Innut Data;
- Left SidP SlopP. , 3 . 00 : 1 ( H : V )
Right Side Slone. 3.00:1 (H:V)
- Manning's n,..,,, 0.030
Channel Slope.... 0.0090 ft/ft
Discharge........ 1.35 cfs
,-Gomputed Results: „
' De pth . . . . . . . . . . . . 0.50 f t V - S wAl~E ~ ~1 . ~~-l = I O
Velocity......... 1.80 fps AS PE►=- DETAIL oN PLAN
Flow Ar_ea........ 0.75 sf
Flow Top Width... 3.00 ft
Wetted Perimeter. 3.16 ft
Critical Depth... 0.42 ft
Critical Slope... 0.0237 ft/ft
Froude Number.... 0.63 (flow is Subcritical)
Open Channel Flow Module, Version 3.21 (c) 1990
Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708
Simpson Engineers, lnc. Project: APPLEWAY HOME S
N 909 Argonne 1Zoad 926-1322 Job No.: 13128
Spokane, WA 99212 Disc.No.: STREET DESIGN
File Name: SAME AS PROJECT
TYPICAL SECTION DATA
Roadway half widi ENTER--= 20
Road Narne ENTER--= MA1N AVEN-UE Left or Right ENTER--= RIGHT
Curb Type TYPE B COUNTY
Station Interval ENTER--= 25
MIN. MAX.
. Curb EL. Curb EL. Edge Pavt.
Edge DIST. DIST, (4.5% (-2% to Gutter
Center- Line Pav't C/L TO E.P. from FCP + From E/P ~ Chosen Design Top Curb
STA ELEV ELEV E.P. To Curb Curb Ht Curb Ht ELEV % Grade % Grad(
10.00 28.31 28.26 9.00 11.00 28.21 28.46 28.21 -4.58 0.33
10.50 28.44 28.34 9.00 11.00 28.30 28.54 28.37 -3.74 0.33
10.75 28.59 28.45 9.00 11.00 28.41 28.65 28.46 -3.95 0.33
11.00 28.66 28.54 9.00 11.00 28.50 28.74 28.54 4.05 0.33
11.25 28.71 28.56 9.00 11.00 25.52 25.76 28.62 -3.42 0.33
11.50 28.74 28.51 9.00 11.00 28.47 28.71 28.70 -2.05 0.33
11.75 28.85 28.60 9,00 11.00 28.56 28.80 - 28.79 -2.05 0.33
12.00 29.00 28.77 9.00 11.00 28.73 28.97 28.87 -3.00 0.33
12.25 29.11 28.85 9.00 11.00 28.81 29.05 28.95 -3.00 0.33
12.50 29.25 29.01 -9.00 11.00 28.97 29.2 -1 29.04 -3.74 0.33
12.75 29.21 28.97 9.00 11.00 28.93 29.17 29.12 -2.47 0.33
13.00 29.21 29.01 9.00 11.00 28.97 29.21 29.20 -2.05 0.33
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0
STORM.WATER DfZAI.NAGE R.EPUR"C'
for the proposed
AP('LEWAYHC_)MES Mobile Home Sales Lot
17217 East Sprague Avenue
in the SW I/4 of Section 19, T. 25 N., K. 45 E.W.M.
" Spokane, Washington '
Developer: Bob Wilbur, Centerline Const., Inc.
Febniary 27, 1995
SP~ q~~ F/~FD
Report Prepared By: PIAR cOUNrY
? 1
o~vI 1995
Sim,~son Engineers; lr~c. ey-
"oFe~,
North JOJ Arganne Road
. Spokane, WA 99212 P1tUJE(;T NU. 13128
RECEIVED
T f, D LL` V!', CONrl"E1\ rl,►7 ~C ~C * MAR 0 7 1995
SPOK4NE COUfVTy ENGINEER
s . "'T ?o
"208" Pond Volume Calcutations ~ ~ ~ e•~: ~.~r,'7
paQr~•,..~
, - Drainage Basin Data- Sumniaries •
Rational 'Formula Hydrology & Bowstring Calculations
S.C.S. Soils Map and Descriptions ~~.~SW sS/'~ll,
Q' ~~fr H~,~,c J
OFFICIAL PUBLIC OOCUN1EfVT ~ ASPQKANE COUNTY ENGINEER'S OFFiCE • v h y ~
Supplementary Map:
OR ' K A-----% ~9967
PROJECT # 9 S~ Dra inage Plan o R~~~ Cy
SUBMInAL #
10NAL~
RETURN TO COI,i~I'Y
' ~ EXPIRES 71171 9 5
"208" PUND vULUME C'ALC;ULA°r1UNS
The following pages contain data for each ofi the four on-site drainage basins, and for each basin's
"208" storniwater retention pond. Refer to the 1" = 20' Drainage Map for the actual basin
locations and boundanes. Ll general, for aily drauiage pond with 4:1 side slopes, dhe pond volume can be calculated with two
components: the vo(ume directly above the pond floor plus the volume above the side slopes. To .
compute dle volume at ajiy poiiding deptli, only two parameters need to be laiown: pond floor area
and pond floor perimeter length (both are specified on the Drainage Plan map).
Volume is calculated at 6" clepth for "208" treatment and at 8" depth for storage, as follows:
, At 6" depth : -
Pond Volume =(0.5 ft. depth x pond floor area) I/2 x 0.5 a 2.0 x pond fioor perimeter)
=O.S A+0.5 P
At 8" deptli:
Pond Volume =(0.67 ft. depth x pond floor area) I/2 x 0.67 x 2.67 x pond floor perimeter)
• = 0.67A + 0.89P
2.68 feet ~
- 2 . 0 feet - ~
-
lgil/ s,. - 0.67 fi. .
6" = 0.5 ft. .
„ .
-
rond Fioor
NOTE: All impeivious surfaces are included in hydrolog y and storacte calculations,
but only a.sJ)hcrrll pavejnent is considered for "208" treatment in the first 6" ponding depth.
>
DRAj NACTEBASI_ N TM' I_A ;~HIvl ivi A k I FS~ `1'A'BLE 1: URAI-NACiE 13ASi'N ARrfiS
tsasin_ivame N 'Vv ti~E Sw SE ~ li jLits
vial At'ea 6 72 O?5 60,775 18,815 7,570
(A) i'ervious Area 6,00 8,170 9,325 6,59-i sq. tt.
1. ~'i1'dS~~Liti1dbt;dNi1►t; 5110?0 7,J45 7,51-1 5 6,5 9 5
2. Crr'avel/fairt n EP 530 R?S 1,800 ~ sq fl
(B) IlilpCrvious Area 60,625 52,605 9,490 1,075 sq. ft.
l. N-•ietal Roof 0 1,075 0 1,075) s7. ft.
2. Concrete Walk 0 570 580 0 sq. ft.
3. Gravei Display tki-ea 46,500 31,770 u u sq: ft.
4. ,4splialr Pavenlent 14,125 19,190 8,910 0 sq. ft.
",208" Volume 5$9 800 372 0 cu. ft.
7"ABLE 2: BASLN AREAS DRAINING Z'Q V-SWALE INLETS
Basin Naiile NW Inlet Iv"E Iiilet Uilits .
Total Area to Inlet 242565 ? l, 131 0 sq. ft.
Concrete Walk 0 470 sq. rt.
Grdve1 Displa_y Ared 10,440 7,720 sq. rl.
Asphalt Pavement 14,125 ' 13,410 sq ft
TABLE 3: D1ZAINAGE FACILITIES Drainage Pond Name NW+ NE SW SE Ucuts .
"108" Volume 1,389 ;72 0 cuA.
Pond Floor Area 22631 680 660 sq. ft.
Floor Periii-ietcr 305 108 106 l1I1.fl.
Pond Volume ,n 6"_ 1,468 394 N.A. cu.ft.
Nond Volume (0, 8" 2,269* 552 536 cu.rt. *Note: includes ponding into grassy v-swales - see calculations on following pages.
nR A1NAGE BASIN'DATA S R ES - coNTrzvuEn
NW BA.SIN: . northwest portion of site
Total Basin Area: 67,025 sq_ ft. = 1.539 acres
Gracs & Landscapinp,_ 5,870 sct_ fl_ = 0_ 135 acre - Gravel/Dirt (ti) roadside: 530 sq. ft. = 0.012 acre
Display Area (70% mobile horne roofs, 30% gravel): 46,500 sq. ft. = 1.067 acre
Asphalt Pa.vement: 14,125 sq. ft. = 0.324 acre
"208" Area = 14,125 sq. ft., x 1/2" depth ="208" Volume: 589 cu. ft. min. required
25`
NW POND: -
Pond Floor Area = 26' x 56' = 1,456 sq. ft.
Floor Perimeter: 164 LF with 4: l slopes on all sides PoriD
LD
Pond Volume tO 6" Depth = 0.5 (1,456) + 0.5 (164) = 728 + 82 = 810 cu. ft. ~
Pond Volume 64 8" Depth = 0.67 (1,456) + 0.89 (164) = 975 + 146 = 1,121 cu. ft.
z-7'
Note: see NW+NE combined data for pond volumes provided vs. volumes required.
Flow to NW Swale Inlet:
Display Area (70% mobile home roofs, 30% gravel): 10,440 sq. ft. = 0.240 acre Asphalt Pavement: 14,125 sq. ft. = 0.324 acre
Qio = 1.52 cfs
DRAINAGE BASIN DATA SUMMARIES - CONTINUED
NE BAS1N: northeast portion of site ,
Tatal Basin Area: 60,775 sq. ft. = 1.395 acres
Grass & Landscaping: 7,345 sq. ft. = 0.169 acre Gravel/Dirt a, roadsicie: 825 sq. ft. = 0.019 acre
. North 1/2 of Qffice Building (metal roaf): 1,075 sq, ft. = 0.025 acre
Display Area (70% mobile home roofs, 30% gravel): 31,770 sq. ft. = 0.729 acre
Concrete Pad/Walks: 570 sq. ft. = 0.013 acre
Asphalt Pavement: 19,190 sq. R. = 0.441 acre
"208" Area = 19,190 sq. ft., x 1/2" depth ="208" Volume: 800 cu. ft. min. required
NE . POND:
Pond Floor Area = 27' x 43.5' = t, 175 sq. ft. - ~ NE
Floor Perimeter: 141 LF with 4:1 slopes on all sides ForID ~
FLOOFh
Pond Volume c~~,. b" Depth = 0. 5(1,175) + 0. 5(141) = 587. 5+ 70. 5= 658 cu. ft.
Pand Volume 8" Depth = 0.67 (1,175) + 0.89 (141) = 787 + 125 = 912 cu. ft. s-,~
Flow to NF Swale lnlet: Display Area (70% mobile home roofs, 30°/p gravel): 7,720 sq. ft. = 0.177 acre
Asphalt & Goncrete: 13,880 sq. ft. = 0.319 acre
Q, O = 1.35 cfs
DR:AINAGE BASIN DATA SUM=MAR.IES - CONTiNUED '
MV+NE Combined:
,
I. "208" Mohm7e
Combined "208" Volume }Zequired: 589 + 800 = 1,389 cu. ft. minimum
Combined Pond Volume Provided cp
, 6" Depth = 810+ 658 = 1,468 cu. ft.
1,468 > 1,389 .
Combined NW+NE Ponds are OK for "208" treatment
II. Slorage lloliirjle
Combined Storage Volume required with 2 cf's outtlow = 2,236 cu. ft. (see bowstring)
1. Combined Pond Volume Provided (p
8" Depth = 1,121 + 912 = 2,033 cu. ft.
2. Additional Storage Volume Provided:
Grassy Swales: 8" depth with 3:1 side slapes = 0.67[2(3 x 0.67)] = 2.69 sq. ft. water A. Swale to NE Pond: 8" (0, 0.88% = 76 LF
Thus, when NE Pond is 8" deep, water surface extends 76 LF up into swale
Volume = 0.5 (2.69 sq. ft.) x 76 LF = 102 cu. ft.
B. Swale to NW Pond: 8" @0.67% = 100 LF
Thus, wfien NW Pond is S" deep, water surtace extends 100 LF up into swale
Volume = 0.5 (2.69 sq. ft.) x 100 L.F = 134 cu. ft. Total Combined Storage Volume in NW + NE Ponds at 8" Depth
= 21,033 + 102 + 134 = 2,269 cu. ft. .
2,269 > 2,236 required with Two Type "B" drywells, as per bowstring calculation Combined NW+NE Ponds are OK for storage
DRAINAGE BASrN DATA SLIMMARIES - CONTTNUED
SW BAS1N: southwest portion of site
Total Basin Area: 18,815 sq. ft. = 0.432 acres
Grass & Landscaping: 7,525 sq. ft. = 0.173 acre
Gravel/Dirt @ roadside: 1,800 sq. ft. = 0.041 acre Concrete Walks: 580 sq. ft. = 0.013 acre Asphalt Pavement: 8,910 sq. ft. = 0.205 acre "208" Area = 8,910 sq. ft., x 1/2" depth ="208" Volume: 372 cu. ft.
SW POND:
. Pond Floor Area = 20' x 34' = 680 sq. ft.
Floor Perimeter: 108 LF with 4:1 slopes on all sides .
20'
Pond Volume rr, 6" Depth = 0.5 (680) + 0.5 (108) _340 + 54 =394 cu. ft. `Z 5 `rJ
394 > 372 SW Pond is OK for "208" treatment m PoN0
cl
Pond Volume co, 8" Depth = 0.67 (680) + 0.89 (108) = 456 + 96 = 552 cu. ft. 552 > 220 required with T_ype "A" drywell, as per bowstring OK for storage
*****~********~****x~***~x~x*~~*~*~x~x~~*
SE BASIN: southeast portion of site
Total Basin Area: 7,670 sq. ft. = 0.176 acres
Grass & Landscaping: 6,595 sq. fl. = 0.151 acre
South 1/2 of Office Building (metal roo~: 1,075 sq. t~. = 0.025 acre
"208" Area = 0 sq. ft.
"208" Volume: 0 cu ft.
SE POND:
Pond Floor Area = 20' x 33' = 660 sq. ft. ~ pp~ •n'
Floor Perimeter: 106 LF with 4:1 slopes on all sides `Ft_ook C
~
"208" treatment is not required; "SE Pond" is merely a depressed area, '
to prevent site ninoff at SE Basin from leaving the site. Since no drywell or other outlet is
provided, pond is sized at four times volume required for storage.
Aond Volume ri, 8" Depth = 0.67 (660) + 0.89 (106) = 442 + 94 = 536 cu. ft.
536 > 529 4 x] 32.25) required with no outlet, as per bowstring OK for storage
hAT I QNAL FOhI~IIJLA H',IDF;OL.OGY
DATL = 2/23/9~ DESTGNEf; = D. H. G. BASIN NW+IVE
, 1='ROJECT NAME = AF'F'LEWAY NOh1E5 # 1.--',1 28
DESCR I F'T I QIV = S T 1"E DFiAI NFiC:;E Al" 172'17 E. SF'FiAGUE
SUBr1FiEA :l 778 AChEs SUEtAREA 1 I;UIVOFF COEFF I C IENT = .9
S
UBAREA 2 025 ACRES SUBAhLA ? hUI~:OFF CQE1= F T C I ENT = .9
SUBar'EA 1.797 ACI;ES SUBARLA L I;lJNC1F= F COEFF I C I ENl" = . 713
SUB~,REA 4=. 07,1 AC1RLS • SUBAFEF; 4RUIVOFF GOEFF I C I EIVT - .5
JUE'~AI'1CH ~_.:'C~.~AGF;LS 5UL-cAh;EA 5 RUNUFF COEF F I C I ENT = .15
TOTAL r;FEA = 2. 9_;4 ACF;CS COMF'U5 I 1"E RUIVOFF COEF(= I C I ENT = . 744B2 -2- 7675
J•~
(DUERLRND FLt7W VAl_UE5 -
Ct = 0 15 Mo~~LE" MonrcGS P/iRKED atJ GRhvEZ-
L - 4 C-) AsvME MoLriI.E No%tES CevoR 70 °/o
N . 016
S = . C11 < ►noEic.E KoMES = -10 °/p C Ct = 09
3 00/0 C c-t, = o, s- o. 15
CHAIVItiJrL FLOW UALlJES
Ct Tarr~L = 0~8
L :0()
zi - 3
Z: - :
IJ 071
El
S = . 007
l-D = .97
COMF'UTED VALUES
DUF - r5). 00
I 1C_) 3.18
•
Ciit) = b.95
QH - 6.97
D(:IUJSTRT IJ(a C:FiLC:;ULi=+TT UN;:i
DATE = 2%27/ 95 DES rGlVEh = U. H. G. BASI N PJW+NE
F'ROJLL*'f raArIE = APF'LEWAY I-40MES #1~~ 128 nEsc:r; rP1' I C]IV =SI"I'L DRAi NAcaE A'r 17217 E. SF'RHGuc
-k t I t7-te iisi tv C;lciev oV:i i i VOL(t Storaye
(miii. ) (Src_. ) (i.n. /hr-. ) (c_.f . s. ) (cu. ft. ) {Cu. -ft. ) (cu. ft. )
5, 0 ~ 300 18 6.175 2794 h(:)(:' 2194
10. C) 600 2.24 4. 90 6 1200 i 22::~-6
15. 900 1.77 ti~ . 13 7 3,076 1FJ 0 0 2076
20. Cy 1200 1.45 Z.. 17 4126 2400 i 1*726
iJ . 0 1500 1.21 2.64 • 42:7.6 1236
i=3 . Ci 1800 1. iw) La 2. 2'7 =1~ ^ ( ) Ci 727.
ii 2100 .91 1.99 4:- -7 9 4200 179
qt:y , c y 2400 .82 1.79 4-~8 4800 17
45.0 2700 .74 1.62 A. ;1 5400 -869
50. i y , C) i:y .68 1.49 4610 f:y 000 -1 ; 9 i~
~
55. i 1 71:7100 .64 1.40 4 75 f~3 6600 - 1~4 r'
60. C) = fa0c) .61 1._... lql 9 =~~7--l 7.~~00 "'2c5
ot). t ) vwc_) , 6(1 1 . .7520y 7800 - 25S6
70. 4200 . _ a~' 8 1.27 5 4 ~ ' 8400 2~' E .
75.0 4500 .56 1.21 55f3".:..' ~;~t )r_)(1 4 18
80. C) 4800 8(.10 53 1.16 5678 9600 i 9 2
8.r~'a _ i ~ ~ 2 t 1 - i ) . ~ 1 _i )i_) 1 . 1 , ~c3 1 _f I _ .
yt y, C; 5400 a,ai; 1, 09 6012 10 8 i ) c_) -1E 7a8
95. 0 5'7 c:f .4S' :l e07 6 2 1~ 11400 ci XFj I
100. 0 6000 o48 1. 05 640 1 12000 559 9
1"FIE MAX Ir1Ul~ STaFtiAGE IS 2.:'~ ~b. 3-562680 CU. F"7. = GOMSINF-U t!U_1 + N E Por,Jtl voLUr~~
~ g ,D~PTN = 22~~1 cU, F-r.
T T1►p- -ti.me of cuncentr-ati.on is 5 mi.nUt~_z.
l" he t_J n veve1 0 pr d f 1 ca w c-u-t i s 2 c. .-f s. ~-1-v~ o T•l p~ ~ T✓ F=~/~ L^ :
YEI'J YLAR STClRl'l GAI-G •
F:AT OIVAI_ FCJRMULi a HYllI:;;ULCIC'.~Y
DATE = .2/23llESzGracF = li» I-i. C. EsHa7:114 SirJ
F'hCJJECT hJaME = A1=*'F'l_EWri`f H(JMES #1='~1 28 UESCR]: PT T OIV = S:C Tc DRfi T NAGE ii1" 172)17 E. 51-'Ri iGUE '
S; UB►;R C'r^, .1 =.'21 c1 r±CI7,:L-:.S SUBAN:EA 1 I--\'UPaOFF COL1= F Z C IEI'JT - . 9
SUBi=iFiEti '42~ . 041 tif:,fzLS S UB ril=~'E ti r'UP,101=71= C:OEF"FI C T EN'1" = . 5
:iUL~r':Li i .M• 1~7 r i(~F;I~:cs S~1L-~t=il=~~.(i ~h:UluOFF Cf~EF~ F T C TEI~II" = . 15
T(7TtiL t;Ftl:A = .=4L ~ i-iC1=\L;i C:Uh1POS '1' TE I;UNOF'F CUEF l: C:T ENT = . i61 o8 9 81481 S
CIVERLAND FLOW UMALUE a
' C: t = . 1..~.~
L
I'•1 .016
S = . 1
CHAhJrJEL f= LOW VFaLUE5
L - C-) "T D = 0 -
C:011F`UTCD Vr^1LUl=;=i
DLJF1 - J . C1( %
I1t1 18
G?lC) = .i7
DF, - t_i , 00
BowSTRi NG CjALCULiiTI GhlS
li(;TL = 2/2= /95 DESI GNEh = U. H .C. Bt1J I IV SW
F'f=:OJ LC'T PJici h1E = A {°'1='LEWriY MCIMES # 1--y 12 8
UESCr' I F'T I ON = 5 T'TE DRAT hJiiC.-~E A'T 17217 E. SF'RHC7UE
- t 'k Tntensi ty L"ld e v. V:i n 'vC)Ut Stor-aqe
trni.rio ) (sec. ) (iri.lhr. ) (c.f.s. ) (C(A. ft. ) (cu. +t. ) (cu. ft. )
5. 0 )V f_) I_) 3. 18 .77 1 0 "~i 0 220
c'y ~7L~ C7 ~ .c.,. L[ .J ~ ~3 =y 202
- - ~ ~ , ~ .t l .
15. c_) 900 1.77 .43 270 160
20. C) 1200 1. 45 .35 458 ; h C) 98
25. 0 1500 1.21 .29 4 70 450 20
7,(:). C) 1800 1.04 .25 y-8 0 540 - b 0
V5.0 2100 .91 a22 406 673 c_i -144
-r,
.-,/'M•~,~(~~ •3i. r, • i~ r.~..~ 498 I w ~i -ii
i,
~ 1~ l~ ,ti~
45. 0 2700 .74 a 1 C~ 5 0~i~ I C~ -307
50. f 1 t 7(_) .68 w 17 512 900 - _'l c3 8
55). 0 _ :7100 .64 .16 `~2c1 990 -462
60, 0 7.600 .61 . l. 5 548 1080 --5= 2
65. 0 3900 . 60 .14 57c3 1170 -592
70. C) T 0C) o 5B .14 605 1260 75. i l 450i=i .56 . 1 -1: 620 j 5 C1 i =
3c). 0 4800 i .57. . 1 6=, 0 1 440 8 10
85. 0 5100 ■ J2 w12 650 1 ffl71 0 -"880
91=3 . 5400 .50 .12 668 1620 -9~.-i:'
95. l } 570l ) .49 .12 f'] 9 1710 - 1020
1 Ot;)„0 6000 .48 . 1.2 7]. l. 18 -1-)0 -1089
THE h1AX T ML;M S'TORAGE IS 220. 19405=E C:U d r Te--~ SVQ pot__itu VcL_jr-,%E Gt=:+'1 r1
S 5 2 Cu. FT,
4. Tric ti. me o-F concPntrati. on i s ; m:i nutes.
The Uncievel oped +1 ow (Dut i s .3- c - f oES . T,/FE jD R`lVJELL
'1-Era YEF,R STOF;(h CALC
[-;:AT TOIqi ;L F"C.If=:1v1ULA HY DROLOG`r
D A-f F_ -22/^3/9; D E S T G I`J E F; = D a H. C. E+ i i a T N S E
PhoJEr-r NaME _ PIF'PLEWAY !-iCJh1ES # 1 =51 i c3 -
T ESGR]: F'T 7: QN ='c':')11"L DhA:C NAC;E AT 17217 E. c13F'F;AGUE
EiU E+A FtiE:i i 1=. t=►;"~, ACRES -SUL=+ARL'r`1 1 RUhJCIi='F (=OLFFI G TElV1" = .9
SIJBAI--%'EA = o]. a 1 i-icRES SUEcriFiE ~i ~ 1=iLiNL7FF~ GO~:FF I C T Era"I` _ . 15
1-OTraL AF;EA = . 176 F;(~I;C::;=i C:~~I''11-'t7~i 7: °I-k F;IJ(~IQF C~ L:.(71~.1=1= l: C I =iuT = .~`,b,j.=•'Ec iqt:t'?r.:ir.,~
C]VGr;Lfi,lyTJ FLOW 'JAL_UES
C: t
L c; ~ i
~1 .4
S - d C' 1
[:.HiiPJhJL.L I= LOW VAI....UES
L
T D M C.) ,
CDM1-'UTED UALUL=:S
nUF: - ;p C
I 1t=) - u 18
G21 c) .14
G•~ A - C► o c~~ i i
. -4(]UJ5TR :1 f'1t3 C:ALCUL""'T T 0N13
UF`-,"rE DES I GNER = U . I-I . C d BAS :C N :.7E
f-'r;OJELT PJAME = A1='1='L_EW(-1`►' HOMES =41 =:.12~8
DESGF; F'T :C ON = 5 T"I-C: D1=iA !(VACiC AT 17217 E: . SF'RFaCUI=
t t Tntensi ty .G!dev. 'J:i n V'Oufi. Star-age
(rrliin. ) (scc. ) (in./hr. ) (c_Lt. ft. ) (cu. ft. i (cLt. ft. )
= 00
3.18 .14 i:~
1. t C)
600 1 i ) . i 1 C-y i 1
I15 .C) 1 . i? . 08 80 i=► ai_►
0. 1_) 1 1. 4J C-7 85 C ~ 8 J
~ J • C) .L C.~ C1.21 a { ~ J C) O C)
O FJ
i) o C)
1800 1,04 E-3 9 89
J.~_~ 1 i.f i) .91 . c=i 4 t' c_► i) ' y i~
4~_1 . 0 . 8 . (_)4 ( 1 9 :
4 i . C.1 .74 . C_1 ~~?4 t.l 94
; C) , i ) _,c_) C> c::) .68 9 ~ i i 9 ~
5 C5 d C) = i ) i:) .64 . ~:)°ry; ~ c~ c:> 98
60. C) 36C_)0 .61 . i).~ C)' c=} 1
b~. i) c=)
, b i) i=) 1Oe
,
70.0 42c)c_) a.~ 8 1131 c_) 11
_
7~. Q :}1=(1( l .56 1 1`i t~ 1 15
80. t~) 4800 t:► ~ 117 C) 117
1 C_j u 52 w C) i 1 L 1 t_) ~ ~ ~ 1
gry. C) J 4 I ) C) o J ' . ? I d'.2 'q • C~ 124
95. t:► 57(-')(_) .49 o c=)2 1 ~8 i:j l21 8
1 C-) c:) , C) 6 000 .48 . (--)2 l. C) 1
THE MAX IP1UM ST(JhAGE Ia 1~,2. 24'2;4 3995' (::lJ. F1-. x~t- = 52`~ cu. FT, Mlr.1 ,P_EQuI2ED
W iTH N o o uT F LOW -
The ti me .af cor;centrati can i s 5 rni. nutL-5. .
s E F: oN-L) voL u ME DE-PTI-{
T h e Un c.l eve10 pt--d -F 1 o w OLI't iS C-) c_: o f a s. ~ c.i , F 1".
TEN YErIR S-fCIRM GALC
1=i A'T I(J I14 i L_ F O l~i I1 U L A F°I Y" D h; f-1 L UG
Gr=;l"E ='!`7 / 95 DES GIVEF; = Li . i°i . L. ~.~r,s T PJ NW I NLET
F:'{;OJLC'T NAME = rIE='f'l_EWAY w40;yiLS #1=5,1 228
L7CCGF;1 F'1+.[ QIV = 5 T 1-E D1=~AT I~Jr)GE ~T 17217 L. SP1=:AGUE
.
EiL1FAhEi1 1= 324 r`~CF_~> SU~:tHf~i-A 1 hl.liVf~F f= COL-1= F]. C 1 EIVT = . 9
~~UL~iiF~EFi .~'4 FiL{~-L. i SUBAREi=1 y I`1UhaC]Fr C'OEF'F" TCI E=1VT .78
TCJTtiL ARE_A = . `~64 ("ChE"; GCJMF='O5 ]:TE f;tJiUCIF1= CLEF"1= r L: I E(VT = y8489.= 6]. 7t=f' 1
t) v E {;L.HPJD FLOW V"PL_UFS
C: t 0 1
L - _;tl.i i
fJ . 016
S - . 0]. ?
C;I-IANPJLI_ F"LOW UiiLUE S •
L - ~y
T L? -i=)
CUMF°U'TED UALUES
UUR 5). C)i_~ .
110 - : . 18
„ ci 1(_~ 1• J % TO CAJ K L'• { 1.1 l► ETT`'~ 1~ ~ ~ 7 O 5~~ll~ LE TO N V~/ p0 hl~
C? Ff = C) l t~)
.
TriannttlZr Channe.l Analysis & Design
Open ChannQl - T_Tniform .f_ low •
Worksheet NZme: Appleway Homes
Comment: Grassy Swale to NW Pond
Solve For DPpth
Given Input Data: Left Side Slope.. 3.00:1 (H:V)
Right Side Slope. 3.00:1 (H:V)
- Manning's n...... 4.030
Channel Slope.... 0.0070 ft%ft
Discharge........ 1.52 cfs
-Computed Results: - Depth 0.55 ft ~ v_Su,~~E' rn~i.J. ~--r~-F-t = ~ o
Velocity......... 1.69 fps ~,S nE~= n~TAIL o~ ~~~r~
Flow Area........ 0.90 sf
Flow Top taidth... 3.29 ft
Wetted Perimeter. 3.47 ft .
Critical Depth... 0.44 ft
Critical Slope... 0.0234 ft/ft
Froude Number.:.. 0.57 (flow is Subcritical)
Open Chanriel Flow Module, Version 3.21 (c) 1990
Haestad Methods, Inc. * 37 Brookside Rd * Waterbury, Ct 06708
RAl" T QNAL FURMlJL.A HY'DR(]LC1GY
DA"I"E 'w/:-'7195) DC"ST vNC~'; = D. I--I . Cw B''r`iS T I'J NE I Nl_ET
F'ROJEC7 NAI"lE = 1F'F'LEWAY H(Jh1EJ
UESCR I F'TT UN =ST TE llhA I IVAUL AT 1.7217 C. S1='RAL,UE
SIJBAF:EA I=..~:1 9 ALFCL:S SI.JL-(AI:::CA 1RUNU1= F C.OEFFl: C IEN'T = .9
~iUE.'i ;R EM 2 177 A C:FiES) 51JE{HR LF; 2? h;UIV(JFF CCiEFi= C IENT = .78
l-Ol"r^-~L i~1=~E=A = . 49ia i(~1=rL.~=i G(~I~II~'(~S7.'TE rUI'JQF= F ruCFF~ J: I E~J T= .~3i717 7 4 19.'
(JVEhLANL) 1= LC7W VALLJI.=_:a
ct= .15
L 0
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Triangijlar ChannPl Analysis & Design
Open Channel - UniForm flow
Worksheet Name; Appleway Hqmes
romment: Grassy Swale to NE Pond Solve Far Depth
Given Innut Data:
Left Side Slvpe., 3.00:1 (HaV)
. Riqht Side Slone. 3.00:1 (H:V)
Manning's n...... 0.030
Channel Slope 0.0090 ft f ft
Dischara,e=....,.. 1.35 cfs
Gomputed Results : ~ Denth............ 0.50 Lt ~ v -swAt_E M~►.1 , ~~-YTN I o
velocity......... 1.80 fps as F~EP- rETAIL ot., PL-F;hs
Flow Area.,,..... 0,75 sf
Flow Top Wid.th 3.00 f t
Wetted Perimeter. 3.16 ft
Critical Depth... 0.42 ft
Critical 51ope... 0.0237 ft/ft
Froude Number.... 0.63 (flow is Subcritical)
Open Channel Flow Module, Version 3.21 (c) 1990
Haestad Methods, Inc.** 37 Brookside Rd * Waterbury, Ct 06708
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