SPRAGUE E 15624 Dairy Queen Restaurant
✓
~ BYTE FINALED ENGINEER' S REVIEW SHEET SPRAGUE E 15624
MYLAR1t
CANCELED
BLDG. PERMIT B95125 -95
Related File # Q
Date to Review 8/7/95 Time Review Type COmmeIItS
Uate Received 8/7/95
Project Name DAIRY QUEEN REST BLDG SQ FT
Range - Township - Section
45242.0435
SITE ADDRESS SPRAGUE E 15624 / E/SULLIVAN PARCEL
Applicant's Name STEVE POTTRATZ Phone # 921-9658
Address PO BOX 1169 Phone 2#
VERADALE WA 99037
FLOOD ZONE NO
Agreement to pay fees: Owner's/address/phone STEVE POTTRATZ
PO BOX 1169 '
VERADALE WA 99037 ~
921-9658
fiuilding Contact Person: Jeff Forry Ext 103 / JOHN LARSON Phone # 456-3675
Date Submitted Description Initials
. -
g/( /6LSAGREEMENT TO PAY FEES OR PRIORITY FEE COMPLETED & COPY CQ__A_CCOU-NTING
,a2/J3 NOTICE TO PUBLIC # 1 3 4"OMI?LET ED,-~R NEEDS TO BE SIGNED
9s' DESIGN DEVIATION S' MIT`TEU'/DATE COMPLETED -MAILED ~.2,2- -Q5
BOND AMQUNT RECIEVED $
BOND RELEASED - ROAD & DRAINAGE IMPROVEMENTS
STAMPED MYLARS TO PERMIT TECHNICAN (SYL/SUZANNE)
APPROACH PERMIT # ROAD/S WIDTH/S
~3 • .l ~ ~S ,~~~4~5 1 1~ , ~ -~,..~~.r/T.,~ ~~C~?~
8 • /T - 9S ~ .4~~►~~~/~~ . 7>E-CV v ~ _*2~✓.
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PROJECT NUMBER= 9500584A1 APPLICATION DAf = 08/02/95 PAGE= 01
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THIS IS NOT A PERMIT
PENALTIES WILL BE ASSESSED FOR COMMENCING WORK WITHOUT A PERMIT
SITE STREET= 15624 E SPRAGUE AVE PARCEL#= 45242.0435
ADDRESS= VERADALE WA 99037
; PERMIT USE= DAIRY QUEEN RESTAURANT
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' PLAT#= 002750 PLAT NAME= VERA
a BLOCK= LOT= ZONE= B-3 DIST#= F
AREA= F/A= E WIDTH= DEPTH= R/W=
# OF BLDGS= 1 # DWELLINGS= WATER DIST =
OWNER= POTTR.ATZ, STEVE PHONE= 509 921 9658
( STREET= POB 1169
ADDRESS= VERADALE WA 99037
!
CONTACT NAME= STEVE POTTR.ATZ PHONE NUMBER= 509 921 9658
BUILDING SETBACKS: FRONT= 60 LEFT= 18 RIGHT= 56 REAR= 65
REVIEW INFORMATION *****************~~~~~***~**k
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DEPARTMENT REVIEW REQUIREMENT
BUILDING REVIEW COORDINATOR - J LARSON
Y
a COMMENTS:
; i
BUILDING PLAN REVIEW REQUIRED
COMMENTS:
BUILDING ZONIN~/SITE REVIEW
COMMENTS . ~ _ ( a~' ~ / ,:~'~i~~'.
ENGINEER APPROACH/FLOOD PLAIN/DRAINAGE
COMMENTS:
ENGINEER SITE DRAINAGE TO BE REVIEWED . 2Z- • 9.~
COMMENTS : /7-15"' ,v --7->4,1 c~ 8- 17 •
i . -<'r.~~~o,v
HEALTHDIST FOOD SERVICE REVIEW
~ .t
COMMENTS :
UTILITIES W/IN PRIORITY SEWER AREA
' 12 5
C (
PROJECT NUMBER= 95005846 APPLICATION DATE= 08/02/95 PAGE= 02
COMMENTS:
FIRE DISTR FIRE FLOW TO BE REVIEWED
COMMENTS :
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BUILDING PERMIT
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CONTRACTOR= ARTISTIC CONSTRUCTION PHONE= 509 921 9658 !
STREET= P.O. BOX 1169
ADDRESS= VERADALE WA 99037 ~
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NEW= X REMODEL= ADDITION= CHANGE OF US,E=
DWELL UNITS= OCCUP. LD= 79 BLDG HGT= 16 STORIES= 1
BLDG W X D= 36 X 78 SQ FT= 2892 SPRINKLER= N +
REQ PARKING= #HANDICAP= CRITICAL MAT= N ~
DESCRIPTION GROUP TYPE SQ FT VALUATION
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RESTAURANT B VN 2892 175862.52 ,
ITEM DESCRIPTION QUANTITY FEE AMOUNT :
COMMERCIAL VALUATION Y 905.50
PLAN REVIEW FEE Y 588.58 ;
STATE SURCHARGE Y 4.50 ;
COMMERCIAL SURCHARGE Y 268.93 J
PLNG-BUSINESS ZONE; 124 Y 270.00
PLNG-COMM SQFT-IK-SK; 127 Y 54.00
PAYMENT SUMMARY
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PAYMENT DATE RECEIPT# PAYMENT AMOUNT
08/02/95 00007020 912.58 ;
TOTAL DUE= 1178.93 TOTAL PAID= 912.58 ,
PERMIT TYPE FEE AMOUNT AMOUNT PAID AMOUNT OWING
BUILDING PERMIT 2091.51 ,1 912.58 1178.93
2091.51 912.58 1178.93 ;
PROCESSED BY: JOHN LARSON
PRINTED BY: WENDEL, GLORIA
***********,r***********~~******* THANK YOU ****,t***~~************~******{******~
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REQUEST FOR DESIGN DEVIATION .
$30.00
nATE 14uG os-.r- /5 , i 99S
z
ROAD NAME 5PPR6~ ~ ~ va7juE CRP/RID # ~
NAME OF PLAT Plat # - ~
ADDRESS OF BLDG E. S P, P,'Nr.,' a ~ Av? -t
NAME OF BLDG PROJECT Ap,-ps`'`~c_ et►tr-~'~ =I,~~~ iclf 4L/EF,~1 BLDG# B9 Nw'/4-S ZZi- T ZS R 44
FEDERALISTATE PROJEGT # PROJEGT LIMTTS
EXISTING CONDIT'IONS: PROPOSED IMPROVEMENTS:
ROAD W IDTH I Z T-b Ev Tw o A PAr rLS o FOe-
ROAD SURFACE A sP wAL:r P ' .Y
AVG. DAII.Y TRAFFIC
Current Traffic Count Design Year Traffic Count
PROJECT DESCRIPTION
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A}.li_) ;-u~o F t~r~E'~P~~~~►.-~ 'Aj"-4 ASl RAI-:"r' P,PPt~r )z '70 66F SFft~~~~~ A-1.1x".
PROPOSED DESIGN DEVIATION
O IJ E -*fl ?;,E 12- F 7. W"DC Rpe TPE79- 71-~ TPc S`;~l~i~►L t't
~
I 6o -,7ni 40 'r, b Fb f~_ ^~s~►,~,~`~-~.~~+_ PF- 0~tT~ sJ
JUSTIFICATION: ` - ~
(T) P R6P E~-Tti1 (S lel h-?_P_c W c, ;~~-t 11(, F-6. ,)F R r i J FP G' IS No-~-_
F►.3 o v G F°t P~r M T~ r~A r~ Z►-'-'~ A, i't PIr, RC_ ~4 DCV-- . .
(Z F`T , A--~ PP40rNC &A is Fra F... E7G P-E5 S 0N t- ,-l , F Ra m B Rt v T1-l 1:~o-.)GH
? P p-ImlTiz-` 1 1 ti! G RE S S-- EE~'a Rr' aTE~ "TL~ lFfzm PP Pt►! WO 11-P," ! S viA
ZS F"r, fRPF'Prft' ! .
SUBMITTED BY DATE q ~
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ADDRESS V A42-~'~cfrl "c ZIP CODE
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PHONE # 9
ADMINISTRATIVE VARLANCE FEE OF $30.00 PAID TO SFOKANE COUNTY
-REQUEST WILL NOT BE REVIEWED WI'IHOUT FUNDS-
CASH/CHECK # RECENED BY DATE
k\p\f\design.dcr$/93
'
DESIGN DEVIAT'ION ,
STAFF RECOMMENDAT'IONS
= eECQ n+Vr4oqb AftO t1 w*T*
Approved Approved w/conditions Not Approved
Project Manager ~J Date
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Approu-ed Approved w/conditions Not Approved
• Planning & Traftic Engineer Date
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Approved Appro 'd w/conditions Not Approved
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Project Managemed~ Engine~r Date
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Approved Approved w/conditions Not Approved
(,k/) J~r
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Operations Engineer Date
SPOKANE COUNTY ENGINEER'S
DETERMIINATION: -
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Approved w/no coaditions Approved as recommeDded above Not Approved ~ ) . x Spokane County En ineer Date
8/'93
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S P O K
C O C1 N "I' Y
Off(CE OF TI IE COUN'(Y ENCIN[ER • A DIVISIQN of TI IG I'1101.IC WOF2KS nCT'AR1T.dENT
Ronalcl C. Ilortnann, i'.C., Coutity Liigineer Uennis M. Scott, I'.E., Uirector
AGRErMENT TO PAY FErS
ENCINEE[t'S AGItCCMENT NUMfICR
71iis agreement between Spokane Cotinty ancl --Sfit.vC t2~1 1 Z ,
tnanio oi pcrson J
wliose intcrest in (lie rroject is O w~1 Et2
(t.c. owncr, agcnl, cic.) is eillerecl into this ~ ST ciay of 19 -2f-. Tliis agree»>ent is arplicable to tlie rroject
known as: r .11"
l2 q Q ykz o,/ 1 S~~ y~ S P Rot,~- A
(rro)m au(iress or ►ncnanic ac iiyc nuniacr)
'nlaf lhe (fldIV1dUalS ancf rarties narnecl lierein as haviiig ari 1C1lefCSf lIl the above clescribecl prorerty or
projcct agrce to the followirig:
l. Reimburse Srokane Cotiilty for rroject review ancl irisrection fces as speciGecl in
Chapter 9.14 of (lie Srokane County Cocle. Tlie fees will bc basecl oli actual salary
eosts incurrecl by Spokane County for rroject reviews aricl / or irispections plus a ten
pcrcent aclrninistrative cliargc, ancl will he billccl tiioiitlily as accruccl. Any final
billing amou»ls, to inclucle any late fees or any otlier expenses incurrcc] in the
collection of an overclue accouiit niust be paici rrior to (lie County's accertance of
tlie project for filirig.
2. Tlie undersigned tigrees that tliese fees are clue and payable tipori receipt of the
billing as srecifiecl above,
3. Ariy invoices not patcl williili 30 clays of tlie iiivoice clale will be subjeclecl to a late
fcc cliarge of 1 % rcr ttiontli (12% per year) oti the unraicf balance of thc accoutit
ancl any aeertiecl late fee charges. In aclclition, if any outstanclirib balanee on tlle
account for this project is not paicl witliin 30 cfays of tlie invoice clate, no Rirtlier
reviews of tlie project clocunients will be concluctecf utitil (lie entire account balance
is paicf. Any balance orl the account for this rroject not raicl within 65 clays of the
invoice date tnay result in legal action or (lie initatiori of otlier collection proceclures,
iiiclticling referral to a collectinn c-igency. 7lie Sponsor wil) be liable for any and all
expenses inctirrecl by the County fur (lie collecliojt of overclue accoticits.
4. Tlie tnontlily billing sliotilcl be scrit to (lie attention of: .
NAMC: (Z-IA- ( 2
ADDRLSS:
CIiTY, S"I'ATE: ~,f= (Z 1~ u1- (A-,,'A df,S t~ .
Z1P CODE:
~ Pl IoNE
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I unclerstancf that failure to pay tliese fees may resull in cielay in conirletion or aprroval of the project or
otlicr possible sanctions.
❑ 1f tliis fcc ngrcc»>ciit is coiiiplctccl by somcone otlicr tlian llic Sponsor (i.c., tl~e
rrojcct owiicr or a principal in tlie firrn sronsoring (lie project), sticl) as tlic Engi»eer
cle~igning tlie projcct, tlien written au(lior'tzatioii froin tlie Spon sl)e fic Ily
niilhorizi>>g (lie Aseiit to exec:iite lliis ree Ab eei eiil is attac: ecl to iis Fee
Agrceineilt.
SIGNAI'UItF By:
~ ~
~fl lT2 L4 T-~
(I'RINT NAME) ~
RFTURN YELI.OW Cni'Y TO Sf'XKANC CUtJN'I'Y 1;N(;INCERS
kv1V\.agrccmcn.fcc 8110/43
S 17 O K A N E 'n, z. C O UTT T Y
OFFICE OF THE COUNTY ENGINEER • A DIVLSION OF THE PUBLIC WORKS DEPARTMENT
Ronald C. Hormann, P.E., County Engineer Dennis M. Scott, P.E., D'uector
August 14, 1995
Dairy Queen
Doug Christenson Simpson Engineering
926-1322
A review of the road, drainage, or site plan for the above-referenced building permit has
been completed. Areas of concern to the Spokane County Engineering Department are
indicated in red on the attached plan set and calculations marked "ORIGINAL". Please
make the corrections and resubmit 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 the plan set and calculations marked "ORIGINAL" are official public
documents and must be returned with the revised plans and calculations. Review of
the revised plans will not proceed until the "ORIGINAL" set is returned to the
County.
If you have any questions about this review, please contact us at 456-3600. Thank
you. .
Very truly yours,
William A. Johns, P.E.
Spokane County Engineer
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Doug Busko, E.I.T.
Plans Review Engineer
1026 W. Broadway Ave. • Spokane, WA 99260-0170 •(509) 456-3600 FAX: (509) 324-3478 TDD: (509) 37-1 "
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OFFICE OF THE COUNTY ENGINEER
SPOKANE COUNTY, WASHINGTON
Project: Dairy Queen Date: 8-14-95
Address: E. 15624 Sprague Ref No. B95125
Parcel No: 45242.0435 Review 1
The County Engineering Department has completed a review of
the above referenced project. The following items must be
addressed prior to permit issuance.
1. Submit a design deviation for the 12' approach.
2. Show directional-arrows and signs on site plan.
3. Revise `dedication' to `set-aside'.
4. Submit a copy of the recorded property deed in order to
prepare an R.I.D. waiver.
5. Install concrete curb stops across driveway at rear of parcel
to prevent use of the adjacent parcel until it is improved.
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S P O K A NIs C O U N'r Y
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DCPARlMCMOE I3UILDINCS jAMES I.. MANSON, C.B.O., D[ILECIIOR
TO : Reviewing Agencies
FROM: Department of Buildings
`}a4-1 iV L._ k,e..s& N (Review Coordinator) DATE : eI -i lct<
The following project has been submitted for review: Address : tk'r
Contact :~-C'~v Phone aZ- t - ct(Q ~,;s
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Description: TZ E S'C bV~2 ~NT' ~ft-y Qc~~ r~, ~
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-k'LgAC..'g7 -Fe-u t-e~ 'N..ND -:Z>CLO v tA 4c GJ fZ \.v TnJ COMM_F AZ5
10 ~c.~~ o~i cl~,.
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A Pre-Application Conference was not scheduled for this proposal.
Accordingly, please review the inforination submitted for compliance
and forward your commentis to our Department. Should you need
additional information please feel free to contact the indivi:dual
coordinating the review. - - _ .
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On 71995 }
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~~oRcuvetr o«LStoN
t •
r • PERM T DOCUMENT TRANSM TTAL
- Spokane County Division of Buildings
1026 W Broadway Ave.
Spokane, WA. 99260
Project Address:~ Project
,
Business Name:
C ONTACT: Phone:
Mailing Address: ,o o
COORDINATOR: ; ,Q Phone:
DOCUMENTS CIRCULATED
Fire
Description Bulldlny Zonln9 Enylneers Haatth DistJt~ UtIltUes SCAPCA
~J~, L x~ ~
'-'7,
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Received By
Date of Transmittal: Circulated by:
~ • . PROJECT NUMBER= 95005$46 APPLICATION DAZ'L= 08/02/95 PAGE= 01
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j THIS IS NOT A PERMIT
'PENALTIES WILL BE ASSESSED FOR COMMENCING WORK WITHOUT A PERMIT
SITE STREET= 15624 E SPR.AGUE AVE PARCEL#= 45242.0435
ADDRESS= VERADALE WA 99037 .
,
~ PERMIT USE= DAIRY QUEEN RESTAUR.ANT PLAT#= 002750 PLAT NAME= VER.A
BLOCK= LOT= ZONE= B-3 DIST#= F
AREA= F/A= F WIDTH= DEPTH= R/W=
VOF BLDGS= 1 # DWELLINGS= WATER DIST = OWNER= POTTRATZ, STEVE PHONE= 509 921 9658',,,.,'
STREET= POB 1169 ADDRESS= VERADALE WA 99037
CONTIACT NAME= STEVE POTTRATZ ' PHONE NUMBER= 509:921 9658 '
BUILDING SETBACKS: FRONT= 60 LEFT= 18 RIGHT= 56 REAR= 65
REVIEW INFORMATION
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1 DEPART I MENT REVIEW REQUIREMENT .
.
BUILDING REVIEW COORDINATOR - J LARSON
COMMENTS: BUILDING PLAN REVIEW REQUIRED
COMMENTS: ,
BUILDItNG ZONING/SITE REVIEW ,
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CONIMENTS :
ENGINEER APPROACH/FLOOD PLAIN/DRAINAGE ,
. . .
. . , • _ ,
COMMENTS : . . . . . . . , . . . . ~ - .
I r . . - ' • . . ' ~ • , 1 , 4 . .
1
' , , . r . _ . . ,
S
ENGINEER SITE DRAINAGE TO BE-REVIEWED ,
COMMENTS .
, ' . 1 , . .7. .
HEALTHDIST FOOD SERVICE REVIEW
COMMENTS: UTILITIES W/IN PRIORITY SEWER AREA ,
E
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niC3f I1'" oF WAY.~EPhRI M~t~~ : . . , . ~ . . .
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ffion€rttY LiN€s_._~..... . . _ . . _ . . . . . . . X . .
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hosl bevelop~c~ Cohiiltfoii . _ . . _ _ . _ .X . .Y
~lfici ~ cALUL~~i~io~is _ _ . - - . . . . . . . . . _ . . . _ . .
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~epers/ivv ~ sirT e - - ~ - - ~ . . _ . . . ~ . .
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:t~ineers Slatnp. - . _ . _ . . . . _ . -
]uahtities%8ortd es~liiiate
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:outti ~9~em ~ - -
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~ S P O K A N E 4 U N T Y
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DIVISION OF ENGINEERING AND ROADS • A DIVISION OF THE PUBLIC WORKS DEPARTMENT
William A. Johns, P.E., Acting County Engineer Dennis M. Scott, P.E., Director
August 17, 1995
To: Bill Hemmings, P. E.
From: Doug Busko, E.I.T.
Subject: Design Deviation for 15624 Sprague Avenue, B95125
The applicant requests a deviation to construct a 12' approach. The approach would
be used as an exit only, for the traffic exiting from the Dairy Queen drive-thru. I
recommend approval of the deviation, with the condition that "Exit Only" signs be
placed at the approach, as shown on the site plan.
1026 W. Broadway Ave. • Spokane, WA 99260-0170 0 (509) 456-3600 FAX: (509) 324-3478 TDD: (509) 324-3166
.
VAR IANCE F* A P 1' LI CANT S NAME-.-E111 1r4~EZ6z
; aLDG
OTHER ~ MAILING ADDItESs
T-,Z.S- R zlJw 199:Z~4-
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PARCLL # -452-AZ - OA- 35 PHONE - HOMF
ROAD NAuME PHONE - WORK l4-7 - 7 7 7,.--
4. ~~12
T1ic followins documcuts are necdcd before the Spokane Counry Enginccr's Department can begin pcocessing your
variancc or uiIding apptication as approved. (509) 456-3600
AGREEMENT TO PAY FEES have beea collected.
~ RECOR.DED COPY QF DEED, DEED OF'I'RUST, contract or conveYing instrument. Ilese maY be
obcained from che Caunry Auditor, 2nd floor of che Counhouse. _
LEGAI. DESCRIPTION of your access easemenL
A LISTING OF YAIME,S of i.ndividuals who will be signing the docu~encs. Taese individual names-
~ should appear as the persoa(s) legally sign their fl am p vf r
c a ~ ~l 1~- v d%J . . "1N~
aYJttko-e-eo Pa A,~.c„ f
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s 4 ,,i 00"A ja po a 1~ • ~ ~ a
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A CURRENT ASSFSSOR'S MAP which depicts the locatiaa of your properey.
OWrIERSHIP lECRO-RUN. Ilese may be obtained from che Councy Assessors, Ist 1oor, of che
Courthouse, Jetferson eatrance, 2nd door oa the left. The necessary dacuments will be prepared by the Engineer"s Department, Right-of-Way Section, upon provision of
the i.nformatioa aoted above. You will be notified when the documents are ready for signature. The documeats may
be seat to you, however, IT SHOULD BE NOTED THAT ALL SIGINAT'URES MUST BE vOTARIZED. Zhe
Engineer's Deparcmenc does have aotaries avaiiable if you choose co sign the documencs at our office.
Y Piease call when ready Please mail when ready
Nocice tv Public Ir. l,o Right-of-Way
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COMMENTS
C Jo •r
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Riglit-of-Way Agent roc~vard co you [rom~~~~
S:\pftotix.192
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R E A L T Y,~.
4 August 18, 1995
Mr. Ray Moon
Spokane County Engineers
Hand Delivery
RE: Building Pernut Application
Da.iry Queen - E. 15624 Sprague Avenue
Dear Mr. Moon:
Enclosed are deeds which I understand you have requested in order to prepare a RID waiver
agreement in conjunction with the above referenced permit application.
It is my understanding that the current owners will be asked to sign the agreement which will
become effective only upon completion of transfer of title to Mr. Steve Pottratz (Dairy Queen),
and that should title not transfer the agreement is null and void. Please inform me if this is
incorrect.
The Current Ownership:
William Roscoe and Mary Bea Sleeth
Robert E. Blair - note that Helen Blair is deceased
Edward C. and Grace Thoresen
Robert L. Rosenthal
Please call in with any questions you may have.
RoSpeCt uiiy,
PMNACLE REALTY, INC.
i24-eA4
Bill Sleeth
c: #21~%,%v1s I cethVerierslmoon 818
South 9 Washington Suite 701 Spokane, Washingron 49204 8us. (509) 747•7777 Fax (509) 625•1800
C 0 M A1 E R C I A L S A L E S A N D L E A S 1 N G
I
,
~ 431 VUI. ~ ~ 6 ~ PAGE 216
. , - , 950 a22 .
ri1_£!j 11 u =;t:•r , ,U. ci~
R_:,~..
Atir 2Z 3 2~ Pi-I '95
2 • y ` .
Log In Deta: 9.~, Parr,el # _ , ' -i E. C0l~ItUE Q I
Road Name/No: ~ - • f~ 1TflR ~S
OUNTY WASN. '
' SP!~ r~,.
Purpose: U E F t! T Y ~
Prepared By:
Req By: (Land Dav) ~C
NO. 6 ~
NOTICE TO TI-lE 1'UI3LIC
RID WAIVER, AGREEMENT ANll LOVENANT: KNOW ALL MEN BY THESE PRESENTS, That
. 15624 PARTNERSHIP, a Washington Partnership,
~ being the owners of tlle following described lands in consideration of Muttial Beilefits now or to be hereafter
derived, do for Uiernselves, Uieir heirs, grantees, assigns and successors in iiilerest tiereby request and authotize
. Spokane County to include the below described property in a Road Improvement District (RID) and to support
the formation of a Road Icnprovement District for irnprovement of the road(s) described below by requesting and
authorizing Spokane County to place their narne on a petition for forinatioii of a Road Improvement District
pursuant to RCW 36.88.050, or by requesting and autfiorizing Spokane County to cast their ballot in favor of
a RID being formed under the resolution method pursuant to RCW 36.88.030, and/or by not filing a protest
against the formation of a RID being formed under the alternative resolution method provided for in RCW
36.88.065 and Chapter 35.43 RCW.
If a RID is proposed for improvemerit of the road(s) described below, said owners and successors further agree:
(1) that the improvements or construction contemplated within the proposed RI1.) are feasible, and (2) that the
benefits to be derived from Uie formation of the RID by the property included tliei ,:in, togettier with the amount
of any County participation, exceeci the cost and expense of forrnation of the R I n, and (3) that the property
wittiin the proposed RID is sufficieiitty developed; provided, tliemselves, their )ieirs, grantees, assigns and
successors shall retain the right, as authorized under RCW 36.88.090, to object to any assessment(s) on the
property as a result of the irnprovei»ents called for in conjunction wit}i lhe foriiiation of a RID by either the
petition or resolution nielhod under Chzpter 36.88 RCW and to appeal to the superior court the decision of the
Board of County Commissioners confirming the final assessment rolt; provided further, it is recognized that
actual assessrnents inay vary from assessment estimate so long as ttley do not exceed a figure equal to the
increased true and fair value the iinprovement(s) add(s) to the property.
It is further acknowledged and agreed that at such time as a RID is created or any county road improvement
. project is authorized by Spokane County, the improvements required sliall be at the sole expense of the owners
of property within the R1D or served by the improvements wilhout any rnonetary participation by Spokane
. County.
The RID waiver contained in this agreemeilt sliall expire after ten (10) years froin tlie date of execution below.
. The above conditions and covenant apply to the following described property:
ASSESSORS PARCE. NO(@.: 45242.0435 The East 116.00 feet of Tract 36 of VERA, as per plat thereof recorded in
Volume "O" of Plars, Page 30, Spokane, County, Washington.
' Located in Section 24, Township 25 North, Range 44 East, W. M. ,
This document shall terminate in the event a sale or lease transaction between the
15624 PARTidERSHIP and StevE and Brenda Pottratz does not consummate. ~
*********************************~************************************************~t*~*
.
' ~ t ! 6 j ~ ' ~ ~
'
VOL, j 76JPAE
217
'This Agreernent applies to the iinprovement of Sprague Avenue RF No. 2312
by grading, draining, surfacing, curbing, paving, sidewalk construction incluclicig traffic control facilities and
related work.
These requirements are and shall run witli the land and shalt be binding upon the owners, their heirs, successors
or assigns.
IN WI'TNESS WHEREOF, Uie undersigned has caused this instrument to be executed on tilis day of
.~.~a u-3 f , 1995
. ~ .
~
1562.4 PARTNERSHIP, a Washington-Partnership B y: j3Y.
William Rosco Sleeth
STATE OF WASHINGTON )
'COUNTY OF SPOKANE ) ss .
I certify that I know or have satisfactory evidence tliat William Rosco Sleeth
(is/ue) tlhe individual(s) who appeaxed before me, and said individualos) acknowledged that (he/she/they) signed
this instrument, on oath stated that (hehhafteck (was/xexe) authorized to execute the instrument and
acknowledged it as the Partnership Manager , Of
The 15624 Partnership
'to be the free and voluntary act of such party for the uses and purposes mentioned in tlie instrument. -Dated this a1Qr day of
, 199 5.
'
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W tw. Nota y Public V
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.PUBi IC, In and for the State of Washington,
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~ resiciing at Spokane.
..,.BEFl,. 0 My appointment expires "_7 ,
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•
STORMWATER DRAINAGE REPORT
for the proposed
DAIRY QUEEN
to be locaied at
15624 East SpraSrue Avenue
in the NW 1/4 of Section 24, T. 25 N., R. 44 E.W.M.
Veradale, Washington
~ Developer: Artistic Construction
I July 20, 1995
I RePort PrePared BY:
~
I Simpson Engineers, Inc.
North 909 Argonne Road
Spokane, WA 99212
~`~9~5
PRUJ ECT NO. 13201 ~Lj4,0,
%
* * * TAB]LE OF C4NTENTS * * *
"208" Pond Volume Calculations
Drainage Basin Data
Rational Formula Hydrology & Bowstring Calculations
S.C.S. Soils Map and Descriptions OFF«taL PUBUC DOCUMENF.
- XME COttNTy ENGINEER'S OFF -
_ Supplementary Map: O'R G NAL
pR 4JECT # -6~'~,~ ~ S
SIJ81WTTAL # ~ Drainage Plan 9.57'" '
RETURN TO COUNTY ENGINEER
~ w
-
~
11208" POND VOLUME CALCULATIQNS
~ The following pages contain data for dhe on-site drainage basin and "208" stormwater retention
~ pond. Refer to the 1" = 20' Drainage Plan for the site taYout and basin boundaries.
For the proposed drainage pond with 3:1 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 (botll 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 fioor a rea) +(1 /2 x 0.5 x 1.5 x pond floor perimeter)
~ =0.5 A+0.375 P
At 8" dept]l:
Pond Volume =(0.67 ft. depth x pond floor area) +(1/2 x 0.67 x 2.0 x pond floor perimeter)
= 0.67A + 0.67P
~
2.0 feet
- ;r----------------- /
~ 1. S feet /
8" = 0.67 ft.
~ 6" = 0.5 ft. .
Y---------
; Pond Floor
~
•dff NOTE: All impervious surfaces are included in hydrology a.nd bowstring calculations,
. but only asphalt pavernerrt and the hriilding roof are considered for "208" treatment
in the first 6" ponding depth. Concrete walks are non-polluting, and off-site drainage
; will not reach the "208" ponding area.
~
~
~ . . .
DRAiNAGE B A SIN DATA
I
MAIN BASIN: entire developed site ~
Total Basin Area: 35,496 sq. ft. = 0.815 acre
Pervious Area: 5,744 sq. ft. = 0.132 acre ~ Impervious Area: 29,752 sq. ft. = 0.683 acre
~ Impervious Area breakdown: Roof and Freezer = 3,189 sq. ft. = 0.073 acre
~ Asphalt Pavement = 25,618 sq. ft. = 0.588 acre
Concrete Walks = 945 sq. ft. = 0.022 acre
~ «
208» Area: 28,807 sq. ft.
"208" Volume: 1,200 cu. ft.
~
. "208" POND:
= Pond Floor Area: 27'x 83 = 2,241 sq. ft. Z~
Floor Perimeter: 220 LF with 3: l_ slopes on all sides
- Pond Volume @ 6" Depth: 208
0. 5(2,241) + 0.3 75 (220) = 1,120. 5+ 82. 5= 1,203 cu. ft.
15203 cu. ft. > 1,200 cu. ft. required for "208" treatment RoOR,
~ Pond is OK for "208" treatment @ 6" deptil
~ Pond Volume @ 8" Depth:
~
0.67 (2,241) + 0.67 (220) = 1,501 + 147 = 1,648 cu. ft.
~ 1,648 cu. ft. > 855 cu. ft. required with Type "A" drywell, as per bowstring
Pond is OK for storage @ 0.3 cfs outflow rate
~
~
F;AT I vNF1L_ FUC=;MULA HYDR01_OUY
,
DATE 7/~ ~1/9~ ~ DESIGnIEF"~ = D. H. C. BASIN aLL
F'f;'OJ ECT NAME = ArT I ST 7 C CONSTI=;UC;1" ! ClN : UA I RY QUCEN
DESCRI F'T I ON = 5 I TE Df;'AI NAGC PROJ ECT rJ0 . 13201. .
SUE{AF,'EA 1=.683 ACRC i .'.~UBh1REA 1 r'UNOFF Ct7Eh`F I C I ENT .9
SUBAF:F_'F, 1,:•2 ACRES SIJBAf;EA ~ RUNUFF COEF F I C T rNT = .15
~ TOTAL AF:EA = .815 ACF;ES COMP0 Sl: l"E F;'UiuUFF C(JEFl= I C T EhJT = . 7 7 8'5-- i767.'6-2
OVERLAND FLOW 'JALUES
Ct - .l5
L = 60
- h1 - . cS
_ S - . 01S3
CHANNEI_ FLOUJ VALLIES
L - 24C?
Z 1 = 0r:)
Z "
Z - 00
N = . (:)Lb
B = C)
S = . 01
TD = .12
COMF'UTED UALUEj
DUR = S . G(_)
I1G
O 10 _ 2. 02
QA - 05
~
~
~
:
~
BCIW. iTRIIVG C:ALCI!(_AT I GIVS
DATE = 712-1195 DE52GNFR =D. H, C. £:{ASIPJ ALL
F'F,'OJECT NAME = ART I ST I C COh1STRLJC1" I 01'J e UA IRY t7UEEIV
DESCR I F'T I ON =SI TE DF:A I NAGE F'F;OJ ECT NO. 13201
t t Intensi tv Udev. 4':i n UC)ut Storaqe ~ (min. ) (sec. ) (in. /hr. ) (c.f.s. ) (cU. ffi. ) (cLt. ft. ) (cu. -Ft. )
5.0 T 300 18 :.C.) 2 011 '-i'c► 1~1
~ 1 C), 0 600 2.24 1. 4 i 998 1OC) B]. Q
15.0 7 C) 1.77 1' . 1 .i 1125 .i 7 C-) 055
w ^
i)~) ',r~ ^ 311 -
11..._ r e 4~~, . y.` 1 1~8 .E, c_~ ~ , , 8
25. C) 15C.)0 1.21 . 7 7 1:~ =;45 7E3 C) .
7-0, C) 1800 1.04 .66 1 2% J 5) 5 4C_) 715
~ TS . i) ~ 1~:)C) .91 . 50 12'71 63-c_j 641.
-,/~/l.~~~ Op,i, .~~.Lr.. 1 . ti ,
_ .G.`F i~-C) ~ 720 5118 ~
r ■
~ r'1 ' 4 ~C ~ . c:~ z7 c_~ ~ ~ . 7~~ . ~7 1 _;1 E~ 1 506
~ 5c_~ , C) c~
: ) C) C) .68 . A. 3 13 = ~3 9C~C~ 4 ~ ~3
-)J. i~ .64 .41 1381 99~) 3-91
. - .
60. C) 6C) 0 .61 .39 14•T~:1 0 8~ ) 7, 5~6 5. 9 i) . 60 1511 1170 ~::,41
~ ( _).L+ ~y 4 ^ C_ ~ l I Cr~ / 7 1 J.C' e 7_• 1 26o
'
. .J O . •.:y
7
75. i) 4ct:) i ) .56 .35 1621. 1:.N~j.471
8C) . C) 4800 . c3 .34 1648 14L~c;) 2- 08
~ 85.(:1 5 1 c:) c=) . 5' 17c_i I 15=:0 1 7Ci
9C_'). C) 5400 . 50 1746 1620 12 6
95.0 57c:K-) .49 0-1 1304 17 1. C► 94
100. i ) 6000 .48 . 31 Ca 1858 1 B C) c_) K5 13
THE MAXIMUI`1 aTORAGE IS CU. 1=T, 1'2-08 " poNZ> voLUr-1F G
= I ( 48 cu , FT.
The ti me o-f concen-trati on i s 5 mi nLttes. ~
The Undevel opecl f 1 ow oLit i s . ~ c. -F . s. ~--t'yFG ' A D R`f W~-L-
~ TEr•J 4'EAR STOFM CALC
~ i ~ ~ H . ~ .
AMi .JL.. . "
~ SPOKANE COUNTY, WASHINGTON -~;HEET NUMBER 16
(Joins sheel 67) R. 44 E. I R. 45 E. .
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Dcptli
A I:►p Soil namc ' J7c-8421-iplion Of Suil :incl Sitc ft•uiu
sviiibut surfacc
. l'.~U:1 trxture
DsC 1)r;tgoon stouy sill,-loum, 0 Lo 30 pu•ccnt Siinil;tr to 1)r:igooii ailt loam, 0 l0 30 pcrcciit
~ slu~~cti. sio~~c,, c:sccl3t tli;~t tfic sit~•f:~cc I:~t•cr is slun~•. .
Os0 I)r;ihoon slor►y silt lo;im, 30 to .55 pcr-
cent slopes.
DvD Dra;oon vcry rock}• coinplcx, 20 to I)ragooii ir,irt, simil:u• to Jara;;ouri ,ilt Ic}:un, U to
~ pcrcant slopc;s. 31) pcrcciiL slupva, cxccl)t 111:11, duptll to~ IJccl-
rocl: r;ui~t:, fr(~in lU to '_(I inclu:s. I;uck Uut-
crol) iucliiclcJ iii LI►is cuiulilcx.
EkB l:luika silt lolm, U to '?U pc:rcciit slr~pu:,. \lcilitinn-tcxluruil, wi.11-d►•:iinc-cl suil furi►tc(l froilt U lp 24 'SilC
~ gI;lc:ial lill uonl:iiniiig, :1 I:ll'r;C anlomit af vol- . .
c:uiic ,1811 iu tlic surfa~•u I;i~•cr; iiiicltrluin I~t• '-1 ta •1-4 ~~r:~~•~.Il~- lu:~iu---...
bi:avi:l ;it cl~-~~ili of :iU (1-) I~U iiiciicc;; nctil~~ie; •1-1 to :i3 l~ert• ~i:i~~•cll~ ~nnds
mndul:ilint;, inc►raiiiclikc tupogr:ipli.y. lu:llll.
53 to GO l~r;i~•~•I---------•-
~ EIC ]:loikn \•cr<< sLony silt,lo:uu, U to :ill per- S:iniil;ir tu 1:1oika;ilt luuin, 0 to'?Il pcrcc;iitalaprs,
ci:i►t slunv,. cctc;pl, 1haL ther arc verl' stuiiy tliruubhotit.
EID Eluik:t vcry ,tuny ailt 10;1111, 30 lu 55
lw-rcciiL sluill.;.
~ Em l:niflcntsilf; 10:1111. :lcclimu-texturecl, sornvw]i:tt pxoorly clraim;ol, IJ to ^I;
ull;;iliiic suil furmud in :illiix•iiim froin C~iIcnr
coii5 silt, Volcanic nal~, ;iiid cli:ltouilc; clcptli '?G tu 41 VvrY fiuc ;:undv
lu N\-alcr 1a1►1c IIticUi:itus frunt imar LIw surf;icc Ipaui.
to :il)uilL (i fcr.t. 41 to GO S.uirlY cl:►v 1o7m_.
Fa R T'rcr-innn silt lcr.im, ;i to '?U pvrrvnt Vc.ry modcr:ilcl}• wcll ilr,iiiiecl iiplaucl Suils- U tu'_''_' ; ilt la:iin--------.
~%•it.li uiVdiiim-LCXLuio.•cl :4111•f;►cc :uicl iuedi-
FaQ3 Frc.cman •il6 In:un, :i 1o 20 p:rcenl, iini ur iiiculur:itf.,lN' (iiic tcxtiircd•iil),uil; foriiircl to i'? Siltv elav ln:im---.
slupi:;, ,cvcrcIy (.rodeci. frutri ail6 oii rullitig to lfilly upl:uicb. . .
FaC3 1%revrrmti tiil1, luarn, 2U to 31) pu-rc:cnL
slup.5, scvcrcly cro(lccl.
Fm Fresli w;ttcr nt;u•sh. .1-1Ir,ill0w, 4Ar:1mpt•, iiltcr•iuiltent pui«ls ;111c!
friue;es .iraiuicl hkcs tlr.it, luavC u fluctii:itiug
~ a:~l~•r L•ibIe. I:m;iiitcriii;; d;ita ia iiut bit•ci►,
us l:%ncl typc is too v:iriuble.
GaC3 G:irfivlcl sill3• clay luau►, U l0 30 percciit. 1'ery clccp, weIl-clr:iincd anil cl~-vi-1opccl ill locss fl to .0, Silty cL•t v 10:1111----
slopcs, 5cvcrcly crucli,cl. on riclgctc,ps :uicl knub, un tiie rullin}; to hilly S to 23 tiilt~• cl:i~•-----....
~ uJANnRlS ill tllc 1'a101.1~~! --,uil urcu. 23 to GU ~iltr claV
Gg A Carrison gr:ivclly lonm, 0 to 5 percciit Grnx•c-1ly, tilvclinin-texlurrol, ,r,i,iuwhat cxcr:s- (1 to 15 Gr;tvclly lu:itn----.
slopCti. sively clr:iiiicd aoils furmcd itl bi:avclly gIaci:il l:, to 44 Very gi~ivu11y lo:uu
~ GCB G:u•rison 6n►velly lo:im, 5 to 20 pt•rccuL mitw:asli unntcri:d fruni a variety cif :ititl, 44 to GU Sanii, !,ruvel, und
slupCS. p:ircnt rock: oti nw:ii•lt. Ic\•(.,l to nocrd- cubl~le~tun+:~.
cr:atelr lcrr:icc:;; clupLt► to t►iixturc uf
,:und, -ruv(:I, and rubble.-Aoiivs i;uigea frnm
to fcet.
~ GmE3 Garrison vcry gr;«•tllt• lu:tn), U (u !i Siillikr 11) G:irri.on gr:►vull►• 1(J:im, excrpt that ll to 15 \'cry gruvclly loan
~~r•rccut, slupc~~, tlil-, siitfacc L•k\•rr i, vvrY ~;~:i~•c~ll~•. l:i to 44 Ver~• bravClly lo:in
4-1 to GU Sancl, ~r.~vel, und
~ cubl.,lcstotl e-~Z.
~ GnB Carriso» vcry st.0113' lo,lm, Q to 20 Similur to G:irrisoi► gr:ivdlr lu:un, cxccj)t th.it
pc:rccnt slopea. tlic :5111-facc I:iycr ia vu•y >toi►v.
GpA Clu-nvo,c silt Inrtin, 0 to ti pcrcc:iif,slolic's. 1'ery orIr.cn, ►iiecliiirn-tf:xt,irecl, .rcll-dr:tinctl soil-, 0 to 72 )ilt luaiu
Gp8 C.:Imirosc,iltlnnm,~~to2Qpcrcriitfurinucl fruni lic:irl i};ncou, glarial till; sii►•fitcc
■ GpC Ulr.iu•oac silt, lorln►, 20 to 30 r►i:rcr;nL l,tyrr iniliiencell IjY 1oc-,s itii(l vGICtlI1lC A-dh; un
.lopc,. RI'ii(IY rulling to stefcp iiplunds.
GpD Clenroso silf, lo;im, 30 to 5,5 p-rcrnt