Montgomery E 9705 Maintenance Bldg - Coca Cola Dist Center
t
♦4
SPOKANE CDUNTY DEPARTMENT OF BUiLDING AND SAFETY
W 1303 BROADWAYIIVENUE
SPOKANE, WASHINGTON 99260
(509) 456-3675
t csrtity thet I have exemined th[s permiVappllcation state that the Intormetion conteined in it and submitted by me or my agent to compile eaid permit/appllcaUon is true
and correot, and authoriae Spokane County to proceed with pro+cessing In additlon I hava read and understand the INSPECTION REDUIREMENTSNOTICE
g rovtsiOns (nclude0 harein ertd egree to comply with same AH provisions ot lawa ancf ordmancea goveming this type of work wlll be comptied with whether specilted
ereln ornot I understand that the issuance of thia permiVapplicetion and enysubsequent inspeCtion approvels orCertificatesot Occupancy shall not be construed to
gIve authority to violate otcancet e prov o y stateor Io~cL~ w rpguletmg construation, ores e warrenty o1 contormancs wlth the provisiona of any stateor locai
iavrs regutating conaUuction f t
910NATURE OF APPLICATlON
OWWER OR At3ENT DATE
RECEIVED
JaN 4 1990
PRaJEcr NUMBER= 90000040 COO EM118eft DATF= 01/0319A r a(rF= 01
rdaYMrNr np r rEv
APPI...tCArIGIN
SxTE STREET- 9705 F MONTC,pMFRY AVF FARf I-I 0= 08542 18*39
ADDRESS= SPOI(ANF' WA 992106
F'CkMT T 1.15E- MA INTFHANCE BU ] LDTNG
PLATO= 044223 Fl AT NAME= BSF -405
BLOGK = LCIT= ZANE= R1 U I SY; = r
AkEA = F/A= F W f DTH= 557 DEPTM= 634 R/W-
4 OF RLDGS= 2 ~ DWEL l..l NGS=»
OWNEk= FACIFxC COGA CQLA RDTrLTNG C0 PNONk- 246 455 ')000
STF~ErT= 1150 4 241M AVF NE
ADDRESS= BELLE'VUE WA 99005
CUNTACT iVAME= MIKE MCGFr F'NONF NUM~'~F k= 503 "184 9151
BUILDING SETBACKS FRCINT= 510 L.rFT= 1'15 RxGHT= 380 kFAR= ?i
REilTFW INrQRMAfixClN
DATE
DFF'AftTMFNT N+4ME RFV TEW (.~CJMME NT T [ N/fll I r T NTTTAl S
r...... W _ - r.. --r.. _ _ - - _ W ~ _ _ _
Hl1ILDTNG & SAFErY FLAN REVTFW RFQlJ 1RED 9001 f?*3 CmW
r.. _ -r.. -a -r,. --r.. w
BUILDING & aArm ENERGY FLAN REVIE W REQUIRf n 90003 CMW
_.._-..-_----...-....._...-...__---m_w
CRI7ICAL MATFRIAI.S CkITICAL MATrR'tALS (ALl CClMM) 900143 GMW
CaUNTY "NC,INCC te S?Ir" t)RAxNAGr 10 RFVTE WFD 90003 CMW
ww w. r w~w p~ w uM wM w~ M ww ww rw aw wr r r w ~ ~w ~w ~w w. r~ ..r v~ w.
ENVIRONMENTAL WEALTH NEW C1R ADDITIOi~AL WASTE WATER 90003 GMW
_M -
-M_--..--a-_..--___-__
COUNTY PLANNING SIYE F'L AN REV IEW REQUT RED 90003 A3 i:MW
~
SPOiCANE COUNTY DEPARTMENT OF BUILDING AND SAFETY
W 1303 BROADWAYti4VENUE
SPOKANE, WASHtNGTON 98260
(509) 456-3675
I cerlily thet I heve exemined thia permiVappltcetion etate thet the inlo►mation coMained in itand submitted by me at my agent toaompite aaid penrifVeppllcatton is true
and correct and aythorize Spokane Caunty to proceed with proeess+ng In eddition I have reed end undeBtand the INSPECTlON REOUIREMEN?SJNOTICE
ptovisions included herein end epree to comply w{th seme All provisfons ol laws and ordirtances Boveming thfs type of work wlll be compped with whether specitled
I~eretn or noL I underetand Met the (sauance of this petmit/eppticatton aRd any subsequent inspectlon approvals or CeMipcetea of Occuparlcy shali not be construed to
ivesuthoritytoviol8teorcancelfheprovfalonsofanystateorlocallawregulatinpCOnstruction or asawarranty otconiormancewiththeprovisionsolanystateortocal
ws reguletinp constructlon
SIGNATURE OF APPLiCATION
OWNER OR A(3ENT DATE
pRoJL-CT NuMBER= 90000040 n~TE- 01i03/90 w~~~~
FAYMFNT pF FECS
CAUNTY UTTL7YIES W/?N F t"tiICJR1 TY SEWIMC, AhEA 90003 G'.Mld
_ _-_--a..
FIkE DxSTRICT F'IRE r IwOW Tp F{E RF11xFWFU 900103 cmW
--____a
Bt.11'I DZNG FCr%M'C r
GONTRACTQR= OWNER I FlCINf -
iVEWx X ~PMUlDCI = ADDT7' ECJiV= rMANGF OF USF=
DWELL UNiTS= [1rGUF t D= B1 DG I4rT STnr rFS= i
BLDG W X D X SQ Fl-a lg 2S
FcEt~ PAi"KING= "~1 4t~A~lDIC~~ ~ VFWFR= N FIYDRAN'T= Y
DESCRTPTION GRQiJP TYPE SQ FT 1tALIJATTON
~ a ~..,s
REPAxR GAR B-i iiN 7125 121125 aa
xTEM nEsCRIPIIoN QuANTTrr FFE AMOuNT
C.QMMERC,1 AL 11ALUATI 0N Y 7 4L 50
PLAN RCVTEW FEC Y 465 73
GRx7'ICAL MATERIAL REVIEW Y T5 00
5TATF Sl.Jkt"HAF►GE Y 4 S(?
COUAlTY SURCHARGC" Y 114 64
ENGJNEFRS I'EVIEW Y 50 40
i"-'AYMENT Sl.!MMARY
PAYME"A!T DATE F'~FCExPTjw FAYMENT AMQUNT
01/03/90 65 465 73
TOT'Al. DUH = 960.64 TOTAL FAtD= 465 73
F~RMI T 7YF'E FE~ AMqUNT AMOUNT PAIn Glmfl(.1NT OW INf;
BU ILD ]'NG FERMIY 1426 37 ~ 465 73 960 64
'i 426 37 465 73 964 64
P'ROCFSSED BY WENDEI., Gf ClRzA
PRINTED BY WFNUE"L, CLpRIA
THANK Y[1U
t t~
~
1
SPOKANE COUNTY DEPARTMENT OF BUILDING AMD SAFETY
W 1303 BROADWAY AVENUE
SPOKANEt WASHINGTON 99260
(509) 456 3675
I csRNy that I have exemine0lhis permivappllcation state that the intornnatlon contained in it and submdted by me or my agent to comDila gaId per~niueNplicei}on is trus
end correct and euthorize Spokene Caunty to proceed with procesa+ng In addltion I have read and understand the INSPEC710N REQUIREMENTS/NOTICE
g ovfslons {netuded heretn and egree to comply wlth same All provislona of lewa end ord(nances governing thia type of work wlll bs complied with whether specifled
rein ornot I underetend that the issuance a pennlVapplication and any subsequent inspection approvels or CenNicates of Occupancy shall not be construed to
givesuthoritytovlolateorcanc p~ v~ s nystate ewregulaNngconstn,ction orasawarrantyoicontonnancewlththeprovisiorsolanysteteortocat
[ewa regulating construcfian I
810NATURE OF ~ APPLICATION
OWNER OR AGENT DATE
a
Re
J ~~b
q~
~ ~99
~ 0
F'kOJECT NUMBEFi= 90000037 DAYF= 09 /0,S/90 Fj'AGE= ()i
PAYMFNT C1F F EES
AF'FLTCATL(1N
S IYr '7TRC F Y= 9105 r moNT'r.ClMFRY F1L+F F ARf F i~ 08S42-iFI39
ADIDRESS= SNt1KANF WA 99246
PERMTT IJSE= DTSTRTBUTTON CFN7E'k
I LA 1',~ GV' 4 ~LAT NAMC= r{ SI-' 415
I+LqCK I Cil- ~.L~~~~ k I Yry ~ ~ i ~ - F
AREA= F/A= F WIDTW= 557 DFPTN= 630 R/W=
0 oF BLVGs= ~ 4 DwELLTNGs=
OWNERW PACIFIC CPOCA-CCJLA ROTTLCNG C'ta FHqNF= 206 455 2000
STREET= 1150 124TH AVC NE
ADDRESS= BELLEVI.IE WA 99005
CONTArT NAME= MxKE MrGEE FNQNE tJUMP["R- 503 284 9151
Pl1ILDING SETBAt'KS FRQNT= 110 LEFT- 364 RxGHT= 455 REAR 245
RFV?FW INrORMATTc)N
DA7E
DF PARTMENT NAME hEV TEW COMMENT T fN/QlJ1" I NTT1' ALS
_ _ r _ r..
BUIL DTNG & SAFETY FI AA! REVTEW REQ1J1'RFD 90003 GMW
---Nw w-r w -ww wr ww x4 w w w w w r► ~ ~ w r---r w--
BtJxLnxNG & saFEly ENERGv F LnN KFVTEw KFQUzRFD 900ioi c~.mw
_ - _ _
CRT T x CAL MATER T AL S CF T T(."AL MATF-Rf Al V (ALI_ CQMM ) 90003 CmW
COuNlY ENGxNEl r. ~ITr DRAxNAci To x~~ REVzEWED 9oaio*3 rMw
ENVIFtpNMENTAL MEALTN NEw aR ADD1 TTCjN0I wAsrE wArER 900io"3 csMw
_ . _ _ _ r.. _ _ _ ~
i
COUN7Y F1. h1P+lNING SITr F'I AN RElf1EW INF QllIF.r D C rlw
_
SPOKANE COUNTY DEPARTMENT OF BUILDING AND SAFETY
W 1303 BROADWAY-AVENUE
8POKANEs WASHINGTON 99260
(509) 458-3675
1 certity lhat I have examined this permit/apptication state thet the iniormation contalned In lt and submitted by me or my egent tocompileseid permtVapplication is true
snd correot end authorize Spokene County to proceed with proaessfng In addition I heve read and understend the INSPECTION REQUIREMENTS/NOTICE
grovislone InCluded herein and agree to comply with same All provisions ot laws and ordmences goveming tfifs type of work wlll be ccmplte0 with whether specitled
ereln or not I undersland that the isauance of this permiVepplication end any subsequent tnepection approvals or CeniHcstes of Occupenay shall not be const►ued to
pive authority to violete of cancel the provlsions oi any state or lacaf law ragulating construction or as a warrenty of coniormance wilh the prowalons of any state or local
laws regutatinp construction
SIQNATURE OF APPLICATION
OWNER OR AGENT DATE
PROJECT NUMBh R- 90400037 DATr= oii03/94 PAr.F:- 02
PANMENT f1~ ~ EFS
CnUNTY UTTLITIkS W/xN FRIt]RITY SEWER Ah.l-A 900103 ("IMW
_ _
M_
FIFiE DISTRIC.T f IRF FI...OW TO PF REV IEWED 9001 U3 GmW
_
BUJ LA?NG rC"RMIT
CqNTRAC.TOR= QWNER F NCINF=
iVkW= X REM(JDFI = ADIDIT.[pN= CWANGr C1F l.1SC=
DWELL lJNZ 7 S= OCCUI" L U= PI X>C WGT= STQRaFS= i
EsLDf W X D= X SQ FT- 38875
EQ PAF~KINf~= `~1 ONr~~JDxCG~~'= ?
~t SEWF i'= N I-IYI)RANT= Y
DESGFtIF TTCJN GROUP TYPE ~Q FY VAL.UATTC1A!
~ r. r.. a
WAREHCII.ISE 14-2 ICN 38875 660879 00
I7F"M I)CsC'R]'PTION GUANTxTY FF't AMCli1NT
....w.~.~M....r..~.~.~ww..rww.. r..r......ww r--w....««r-rw
Co~MFRc, x aL vALuAY a tiN Y 2t>22 50
PLAN REvxEw FFC Y 1639 64
c.RxYxcAL MAr1*R1AI- REvT~w Y 75 na
SYATE TURGNARGE Y a L)n
COUNIY SIIRCH~~GE y 403 60
ENGTNEFF~S RF1lTEW Y 50 00
PAYMh NY SUMMARY
PAYMENT DATE kECEIPT; PAYMrNT AMQIJNT'
01/03/90 64 '1639 63
TQTAL Dl.lE= 3055 60 tOTAL PArD- 11639 63
FEFiMx 1' TYI" [ C"EE AMCIUiJT Ai'4CJUNT f1A I A AiriOllNT f)W ING
BU IL.A 1 NG PERM 1 T 4695 23 11639.63 3055 60
Ab95 23 11639 63 3055 60
PRorEsSED BY WCNDEI., CLCIkIA
PRINTED BY WENDEL., Gl OF.7A
7'WANK YOIJ
.r 1
1 1
ROAt}W!►Y IMr ROYIUlENT 80ND
BOND # 11132784700
~
a ~OL~ AL+ MEN BY THESE PRESFNTS, Chgf GRADY, HARPER & CARI.SON, INC
:heed~°veloper°~. ae Principal, end THE AMERICAN INSURANCE COMPANY (bondinp cQmitsny), R corporxliaci orgsniced eud uxLst1ng uttder tiLe 11ws of tlte3
State of NEW JERSEY 0 and authorited to trensaCt A eurety
hiiK1neHs ict thp. 5tdte of Washington, es SuiEtq," 8re he13 and firmly bound
unto SFokane County, e poli tlcal 9ubdivision of the Statu of Wayhin~6toct, aa
Obligee,' in the penal eum of
Thirty three thousand five hurtdred^-------yoZl$r8 33, 500.00
laaful aaoney of the Uaited States of America, for the payment oE which the
rrincipal and Surety bind rhemsetvPA , thei r hpirK, exec«tvrR 1 administratars,'
euccegsoss and assigne, jointly and severally, firtnlq by Ct'IPAP prP9pnt8.
WHEREAS, sssd Principgl is thecgev~~opec f o~ a erract of land in Spostane
tcatinty knnwit sH Et 9 705 montqampry Avp (Coca-Cola) and bairg
Iocated ia Section . TowrntiEttp 25 Nortft. Rucigc 44 E.W M. , in Spokane
County, Washington, and eaid County has required that e bond be furnl.ehed in ea
amouat sufficient to pay the consrruc[ion costs of InKtalllnb to the itpprovad
brA4ou, curba, siLawalks, dreinage con=rol aad/or paving of roadways adjacent
to eaid development, and such othpr work ae Iy incidsntal ettd necessary
thereto, sll iq accordaace with Spokane Courctv Road Departmenr speeifications,
arid ro the S3tiStACtipti af tlte Spokana County Engineer. 6uch improvemente to be
completed in tao (2) years or le9g timP unlaas sald tiaac periocl be extendzd at
tl« uptiau of the Spokane County Engineer
upon failura of the Principal ta compily wit-h Che requtremente stated here- w,,
in wirhin the time authorizecl, snd upon delitiexy oF writteu notiee theeeof by
Obligea to Suretp, the Surety atiall a:ake saTisf.;cti pn to t)hl igite to the extetYl.
of L-his Bond
Ttie obligstion of this Dorid ahall be kept in full force and eFfecr un[tl,
in :he opinion of the Obligeeb the requirements herei nstYted ltave brtca satis-
fJed o f n which Qvt~sit wri tteo relaase wil l be giver by the Obligee, the Abl igaa
yavitig sole riEht to Rrant such rLlcase. Surety hereby waives all rights to
rv-lease froro the obligation axcept as hereia acated.
SYGNCD A.W SEALED rhis 29TH day t>f MARCA , L9 90 .
GRADY, HA$PX4t7& CARLSON, INC
al
THE AMERICAN INSURANCE COMPANY
Surety
C' V~Y 041
VICKI AIICHOLSON
ATTORNEX-ZN-FACT (Title)
& t
BOADWAY IMPROVSMLNT BOND
KI+IOW ALL MEN BY THESE PRESENTS, that
(developer), as Principal, and
(bonding company), a corporation organized and existing uader the laws of the
State of , and authorized to transact a surety
busiaesa in the State of Washington, as Surety, are held aud firmly bound
unto Spokane County, a political subdivision of the State of Washington, as
Obligee," in the penal sum of
Thirty three thousand f ive hundred------- Dollars 33 500.00 lawful money of the United States of America, for the payment of which the
Principal and Surety biad themselves, their heirs, executors, administrators,
successors a,nd assigns, jointly and severally, firmly by [hese presents
WHEREAS, said Princfpal is the developer of a tract of land in Spokane
County known as 8 9705 MontgomeY'y Ave (Coca-Cola) and being
located in Section 8 , Township 25 North, Range 44 E W M, in Spokane
County, Washington, and said County has required that a boad be furnished in an
amount aufficient to pay the construction costs of installing to the approved
grades, curbs, sidewalks, drainage control and/or paving of roadways adjacent
to said development, and such other work ae is incidental and necessary
thereto, all in accordance with Spokane County Road Department specifications,
and to the satisfaction of the Spokane County Engineer, such improvements to be
completed in two (2) years or less time unless said time period be extended at
the option of the Spokane County Engineer
Upon failure of the Principal to comply with the requiremeats stated here-
in within the time authorized, and upon delivery oF written notice thereof bS
Obligee to Surety, the Surety shall make satisfaction to Obligee to the extent
of this Soad
The obligation of this Bond shall be kept in full force and effect until,
in the opinion of the Obligee, the requirements herein stated have beea satis-
fied, in which event written release will be given by the Obligee, the Obligee
having sole right to grant such release Surety hereby waives all rights to
release from the obligation except as herein stated
SIGNED AND SEALED this day of , 19
Principal
By
Surety
By
(Title)
~ pa~-- 1dr~ ~`i
~ t%y %
00900118 000152
o8s~la-
QUIT CLAIM DEED
YOl 1086PA6E 660
THE GRANTOB, SPOKANE COUNTY, a political subdivision of the State of
Washington, finding that certaia of the Storm Drainage Basements conveyed to
Spokane County by Max Spalding and recorded under Auditor's File No 8712210202, in
Volume 942, Page 1867, dated Februarp 25, 1987, for purposea of Biading Site Plan
15-86, filed under Auditor's File tlo 8709110304, in Book 1, Page 19, dated
September 11, 1987, are not in fact needed by Spokane Couaty, does hereby convey
and quit claim to the present owner(s) of affected lot8, their heire and assignees,
certain drainage easements, more particularlq described as
The East 10 feet of the South 60 feet of Lot 14, Slock 1, and
The West 10 feet of the South 60 feet of Lot 15, Block 1, and
The North 10 feet of the East 60 feet of Lot 16, Block 1, and
The South 10 feet of the East 60 feet, and the Eaet 5 feet of Lot 17,
Block 1
Located in the Section 8, Township 25 North, Range 44 East, W M, Spokane
County, State of Washington
IN WITNESS WHEREOF, said political subdivision has caused this instrument to be
egecuted by ite proper officers and its seal to be hereunto affixed this 16th day
of January, 1990
txuse Tax P~d ois 900~Q~`~
) BOARD OF' COUNTY CONl1~1ISSIONERS
Sale Amt P G~P ! OF SPORANE COUNTY, iJASHINGTON
0 E "SKIP" CHILBERG
ne Co Trsas
J Patricia A Mummey, Chair
ATTBST RECEIVED
FiLEO oa .:CORDED
WILLIAM E DONASUS
Clerk of t ard REQ~E~ i ~f
'90
~ '14UE
By r t ~
Deputy Clerk v 4 ^ lubTY.WASH
14- '1 %1^vON
STATE OF WASHINGTON
COUNTY OF SPORANE ) ss
On this 16th day of January, 1990, before me, the undersigned, a Notary Public
in and for the State of Washington, dulq commiesioned and sworn, personally
appeared PATRICIA A MIUMMY, to me known to be the Chairman of the Board of County
Cammissioners of Spokane County, a political subdiviaion that executed the
foregoing instrument, and acknowledged the said iaetrument to be the free and
voluntary act and deed of said political subdivision, for the usea and purposes
therein mentioned, and on oath stated that he was authorized to execute the said
instrument and that the seal affixed is the corporate seal of this political
subdivisiont
IN WI'Y'A1ESS WEiEREOF, I have hereunto aet my hand and affixed mp official seal
the day anti year first above written
c
Notary Public in and for the State
of Washingtoa, reeiding at Spokane
CLARENCE E SIMP90N ENGINEERS, INC
CIVIL ENGINEERS AND LAND SURVEYORS
N 949 Argonne Road
Spokane, Weshington 99212
Telephone 926-1322
Fsu 926 1323
To F c SPoKaMe CouWc)l ENigWeefZS
SUBJECT C ~ C-A- CO i..l~ $ O-tT r NiG CD
DATE ~ ilb It q'$3
P~t'ac,4~~d -For ~Oqr re,%tiew 't s afor 4 h+ of --~he. ~revi sed
Ara%vxaqe_ ,pittv, -for Coca- Cola BottljKq Co at +kz -
N v~ _ cor +nex- o-~ IM. o vt+3omer3 Pr i v~e, ahd Wo o dr uff F-a _
~
-
,
Signed G~~Ju~►ti ~ G~'~c
i
CLARENCE E S1MP60N ENGINEERS, INC
CIVIL ENGINEERS AND LAND SURVEYORS RECOVED
N 909 Argonne Road
Spokane, Washington 99212 N OV 8 1989
Telephone 926-1322
Fax 926-1323
,
TO s. NIELs oO I p E 5 IPa K-ArtE CU UNTY eN61N GSRS
suBJECT Coe.N- 'goTt t-t N(:; C.O cg's P. is)
DA7'E NbV. j3 3 i q,bq
u
Aitajied► -f-or o u.r r~v ievJ i s a~pr ~xt o-~ 20s
~
f, ot v~ -fo r C or.m- Co l a 6 0tt l i vt,5 4
5-tor wAuva~er drot,i h aBe
(OCAieA M+ -I-ke N W, c.Qmeir o-C W1 orct-8ovKer D+r'tv e ctvtd
~
W 0 p d r vkFf Fa ( wt-~ ilo `ots I D~1 j~ 2113 ~ I S t! b a Kct i'?
of 'Stvxd,vx5 St+e F(am ap /also ! iKdude~ ar- co~
4kke. (00,s
signed °I ~V. Gr~Cc
~
y~ ~ r L ~ ` l }
COCA- COLA ~13 s ? 15 sog 40
Zoe STOEZ.MWA'TER 'DfZA114A46 cAc.O.s l 1'1 ~q V-WM
~
AAMPk, CAST HAl.F rARR L-ANE
STA• 0tv T0 5-to-o/ 5taO -to Cot25
A PowT- r- r,~ 2 Z.I-n z a m f T.3
Roc~s
f-T 3 2. iZ 79~T 3 D. 29 Ac.2E
~
2 ~ S~"Oi~'-AG~ 'Cz~bZ D ~ 2313 ~T
~ND ~PRR ~.ANE ~AST HraV~
- - ~o ~y 5~'~~-1~►~-~ ~'E.C~Z~-~- Z ~Q~? 3
~~o~n r~.r~R ~rwe
~-AN -EAST _ H L%.L.T-- N _ _
A" 5'foREaGElrt~ Qu ~ QE p Z 2~ 13 3~3 z ZG-I 3~~T~ -
L. i*. 8 L E_
S-cti t~~ E ~ 2 q~
~
J
FRT I ONAL FORMULA NYDROLOGY
AATE = 11 >7t£39 DES I GNER = k W MCMULF I h{ BAS I N ' A" + E 1/ L FARR L A
FROJECT NAt"(E = COCA-COLA
DESCFIPTION = `2.08 STORMWATER DRaINAGE
SUFfAREW 1= 1 44 ACRES SUBAREA 1RUNOFF COEFFI C IENT = 9
SU8AREA 2= ~9 ACF;CS SUEtRREA 2 RUIVOFF COEF1= T C T ENT = 1;
TCITAL AREA = 173 ACI;ES COMPOS I TE RUNQFF COEFF I C I EIVT = 774277456647
OVERLAh•ID FLOW VALUES
Ct = 15
L 290
iV - 016
S - 404
CHAt°+IIolEL FLCJW VALUES
L
TD = U
COMFUTED VALUES
DUF, = 5 00
I10 = 3 18
010 = 4 2_6
QA = 0 00
bOWSTRING CALCULRTIONS
E= 11 / 7/ 89 DES I GNER = V W hlCf'1ULKI N BAS I N "A" + E 1
PROJECfi NAME = G(]CA-COLA
DE5CR I PT I ON 208'' STORMWATER DRA I NAGE
r t Intensity Qdev Vin Vaut Starage
(rriin ) tsec ) (in /hr ) (c f s ) (cu ft ) (cu ft ) (cu ft )
5 ~7 ~ ~fJG 3 18 4~6 171 ~ 94 1622
10 0 600 2 24 300 2106 180 1926
15 0 900 1 77 2 37 2376 270 2106
20 O 1200 1 45 1 94 25229 360 2169
25 C) 1500 1 21 1 62 2597 450 2147
Z-1.0 0 1 SoC 1 04 12.169 2650 540 2110
35 0 21 0r) 91 122 2684 630 2054
40 0 2400 82 1 10 2748 720 2028
45 U 2704 74 99 2777 814 1967
50 0 3040 68 91 2825 940 1925
55 G 3300 64 86 2916 99n 194216
60 0 3600 61 82 3025 1080 1945
65 O 3900 60 8U 3190 1170 2420
70 0 '4100 58 78 ...~J4~1 1260 ~DB~
75 n 4500 56 74 3421 1350 2071
80 O 480O 53 71 3480 1440 2040
(35 0 5100 52 69 3589 1530 2059
90 C) 5400 50 67 3685 1620 2065
95 0 57t7C~ 49 bb 38C>8 1710 ~498
100 p 6004 46 64 3923 lSOa 212Z
1"HE h1A X I MUM STOF.AGE I SC2l be 84205 CU FT;)
~ The t i me of concentrat i on is 5 mi nutes
The Undevel oped f 1 ow out i s (LC__ f s~
7EM YEAR STORM CALC
w
t V ~
c ~
~ ~8 NO
GOCA-COLA ~ 8 5 i~ 15 60-30• 8°I Kµ/M
S-rORMVyATEa pRAiN6rz,E CALC.S T
~TOTA~ z?5. 59 IN x (700 f:T ~ tN Z z 108,301 ~'T Z
6$,31D I~T 2 x Z 1 S? ACKE
A6RASS ~ 14 Zt tN Z (100 r--r Z/1N r- T Z
Q2q ACRZ
12..J~T Z
~
~ooFs l2't ACKE
S7D&NaE. v Q i-~ 5
~2~nl~T
~
~
_ ~s3~- = -~►4 I
134
l53 x ~1 Z 1!0'~3 ~TZ 2
41 151 ~c lq = 29%3 FT IL ~
I S I-05-IF-riz- ,
2
~ 4'1'1 lPtZ x~ IN Z Z3% FT 3 153
_.tn_ Q ~v5lo FT x p 5 FTZ t57
_ Y g l~SCo~F'~r
~
~3524 P-~...'~3 z 2'1 1~ f'[ 3
_ ~ ~
_ 'i ~•,--19~~--••
r~ ~ ~ ~.tL
y ,
1
FcAT I ONAL FOF:MULA HYDROLOGY
DATC = 11 / 1/ 89 DE5 I GNER =K W MCMULKI N RAS 1 N A
FROJCCT NAME = CUCA--GOLA
BESCRIPT I Ofq = ^Ci8 STOFiP1WATEh DRA I hIAGE
SUBAFiEA 1= 1 27 ACRES SUBAREA 1RUAOFF CAEFF I CIENT = 9
;UBAREA 2 = 29 AChES SUBAREA ? RUNOFF COEFFICIEiVT = 15
TOTAL AFEA = 156 ACIiES COM1='OS I TE RUNOFF CQEFF I C I ENT = i 605i 69.^. -20'477
OVERLApJD FLOW VALUES
Ct = 15
L - 290
N = t'.~ 16
S = 004
CHANNCL FLQW UALUES
L = 0
TD =
COMFUTEL VALUES
DUF: - = GC)
I1o _ 3 18
010 _ ' 77
QA - 0 00
r
0 • 1-04 r , ` r
v , Y
Ft]WSTFI{VG GALCULATIONS
DtiTE = l i J 1/ 89 DES I GNER =K W MCMULE' Y N BAS I N A
F FOJ ECT IUAME = COCA-C(]La
DESCR I PT I ON ='208' STORMWATEC; DRA I NAGE
t t Intensi ty Qdev Vin VaLit Storage
tmin ) (sEC ) (in /hr ) (c f s ) (cu ft- ) (cu ft ) (cu ft )
5 0 30t) 7 18 3 77 1517 90 1427
10 0 604 2 24 2 66 1866 18d 1 a8b
i15 0 900 1 77 2 10 2144 270 1834
20 0 1200 1 45 1 72 2240 360 1880
25 0 1500 121 i 44 2300 450 1850
30 o isoa i 04 1 23 2347 544 1e07
:35 C) 2140 91 108 2378 6:,0 1748
40 G 2400 97 2434 720 1714
45 0 2700 74 aQ 2460 81 t-) 1650
50 0 '000 68 81 1503 900 1603
Sv 0 31700 64 76 ~58a 994 1~97-
ba 0 ~60n 61 7~ 2674 1080 1599
65 n 39 n0 60 71 232- 5 1170 1655
74 0 44'1.00 58 69 2961 12760 1701
75 c) 4 5 or~ sb 66 ~~~c~ 1 Z50 ioea
BO C) 4800 53 6 3b 3083 1440 164---
85 t) 5100 502% 61 -a"179 1 530 1649
90 4 5400 50 59 3264 1624 1644
95 0 5700 49 58 3373 1710 ibbl
100 0 6000 48 57 3475 1804 1675
THE 0"1A X I P1UM aTE7RAGE I S 1879 993'.~'.i CU FT
* The ti me of concentrati on i s 5 mi nutes
The Undevel oped f 1 ow aut * s 3 c f s
TEPI YERR STORM CALC
1
~
.r.-
Na
$►t I~jpItJG S 1 TC ~LCI~tLP►TtO~'S ~12~ t
• p R~►Ii~t P`G~
2
1
~
i'
t2~G► °~4 '~t~o ~tZ
~ 4-7 4'
~ p~svT °
tt~~ Ta t -Z5 z
5'TP''► ~ ~ Z; s 15
(43,oS&O
~
u 3
Z y2 , z 30a
~
2o~' stpr'a►9 ~
3 G~ " l1
1o-7 3 ~t
~L
~►R~"~Z Zp -
SING'~~ C.o
~►Sa
'
?i ..t,• r..
IV - R ~ M
3~p Q`• 3 ~ _ _ ~ ~
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r
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T..--
t
~ ~ ~ ~ w ~ ~ ~ ~f
~00
_
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i
RATIONAL FORMULA HYDROLOGY
DATE = 12/ 12/ 86 DES I t3NER = K W MCMULK I N 8A3 I N iA itAZ
FARR LANGE
PROJECT NAME = BINDING SITE PLAN N0. 15
DESCRIPTION = 11248" ORAINAGE
SUBAREA 1= 17 ACRES SLJHAREA 1 RUNOFF COEFFICIENT = 9
TOTAL AREA = 17 ACRES COMPOSITE RUNOFF COEFFICIENT =.9
OVERLAND FLOW VALUES
Ct = ls
L = 0
PI ~ 4 ~
~
S = .008
CHANNEL FLOW VALUES
L = 472
Z1 = 44
Z2 = 4 5'i
N ~ Oib
H = O
5 ~ .011
TD ~ .12
~ COMPUTED VALUES
DUR = 5 28
110 = 3 11
010 = 48
QA = 48
L-ow PDIN7 W GuRg STA St~~ I
i=parl pev G-4o " Gu I oEcrNES FoR SToRMwaTX"
~ MnNA660ftNT / 98 I
u5~' W~ 4~~ = O 333~ TYPE ~C~ CUR~
(2 360bi Hlh
L= Q ~ z 0416) 1= 0~o4Z'
(3,0~~ ~2 3.08? p333~
~ ~ GuRB oPEW'N6 ,
. ~
BOWSTRING CALCULATIONS.:~,
~
~ 12/12/96 DESIONER = K W MCMULKIN BASIN A1 *AZ
FARR t,.ANr'
,~OJECT NAME = BINDING SITE PLAN N0. 15
DESCRIPTION = 11208" DRAINAGE
t t IntensYty Qdev Vin Vaut Storage
(min ) (sec ) (in. /hr. ) (c.f.s ~ (cu. ft. ) (cu ft. ) (cu ft. )
5 0 300 3 1 E3 49 196 94 106
5 3~c 317 3.11 .48 202 95 107
10 Q 604 2.24 .34 243 184 63
15 4 900 1 77 27 273 270 3
20 0 1200 1 45 22 290 360 -70
25 0 1500 1.21 .19 298 450 -152
30.0 11340 1.04 .16 304 544 -236
35 O 2104 91 .14 307 630 -323
40 0 2400 82 13 315 720 -405
45 O 2700 .74 .11 318 810 -492
50 0 3000 .68 .10 323 904 -577
55 0 3300 .64 10 334 990 -656
60 0 3600 .61 .09 346 1080 -734
65 O 3900 .60 09 365 1170 -805
70 0 4200 58 09 382 1260 -878
75 4 4500 56 OB 391 1350 -959
80 O 4900 53 06 398 1440 -1042
85 O 5100 52 09 410 1530 -1120
94 Q 5400 50 48 421 1620 -1199
95 0 5700 49 07 435 1710 -1275
104 0 6404 .48 07 449 1800 -1351
THE MAXIMUM STORAGE IS 147 303891819 CU FT
* The time of concentrat i on i s S 284008 mi nutes
The Undevel oped f 1 ow out i s 3 c f. s.
TEN YEAR STORM CALC
~
~
.
~ COCA-CALA~$S~' t5 tto
~ " Zp8" s~o~MwA-r~R ~~AINA6~ CA~.CS t0 311~9 KWm
~
t.. Z c.56, --744w 3 ~.~..Q _A C REFS
0:60 ACtzE` W
P G~.ASs ,
- A ? 13014~~~~ 0_0 AcfZUs_
~
_
5"t'oftA~~ ~AVAI~~Bt~E~ Z y4q-5$ F't
44 5 5~
- 'F~vti ~R~A~v►g~- ~ ~ . . . ~
~
~O tA D C.
AVAI L..A~LE._z ~ QGo
~ "ZOb" s-m2Ear4u lecQutRE0 = 9-79
~it~oM PR~A aCy
~
e'E>SYw~LL + 406l ~~T 3 STa~a~~_
~ ~ ✓
AvA~LNeLe ; r Q' 4.516 r-'T 3 > Ar047 '
, ~ ~ ~ ~ M~J Ws~ w. ww wH~.M ~ ra ~ 4 ~ '
_ y _ ~
_ j ~ - _ w _ _ _
~ ~ ~w.W~~ ~rlur trM .4 ~n~ ' ~.~r li • • N u ~i~_+~ ~ ~
~l
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~
RATIOhtAL FORMULA HYDFOLOGY
DATE = 14 1/ 89 DES I GNER = K W MCMULw I N CIBASIN B+ CD
PROJECT hlAME = COCA-COLA
DEBCRT PT I ON = 208 STORMWATER DRA I NAGE
SUpAREA 1= b ACRES SUBAaEA 1 RUIUCIFF COEFF I C I EIVT = 15
SUBAREA 2= 3 ACRES SUBAFER 2 RUIVCIFF COEFF I C I ENT = 9
TOTAL ARCA = ~ 6 ACRES COMPOS I TE RUh10FF GOE1= F I C I ENT = 7755
C3VERLAND FLOW VALUES
~t = 15
L = 400
N = Gib ~
5 = 01?
rHANNEL FLOW VALUES
L = 0
TD = 0
COMPUTED VALUES
DUF', _ 5 nU
110 _ 3 iB
010 8 87
DA - 0 00
~
s nM i iw n t i iuI 1 0 1 unr+uc 1 7 ~,.•u. ...-r ~-co _
~K The ti me of concentr at i on i s5 mi nutes
l F~e Undevel aped ~F 1ow out i s~ c 4 s
TEtd YEAR STORM CALC
/
/
~ BOWSTRYNG CALCULATION5
DATE = 10/31/89 DESIGNEF = t, W MCI''tULh,IN BASIN B + C
FRQJECT NAME = COCA-COLA
DESCRIPTION = '208' STOFMWATER DRF`,INAGE
t t Intensi ty Qdev Vi n Vout Storage
(mi n ) (sec ) (in /hr ) (c f s ) (cu ft ) (cu ft ) (cu ft )
5 Q ~ 300 3 18 8 87 3507 aGU 7267
10 0 600 2 24 625 4387 600 7,787 -
15 0 900 1 77 4 94 4948 400 4~'~48
24 ti 1200 145 4 05 5267 1200 4067
25 ca 1500 12i 3 38 5408 i SC,c~i -.,J,908
30 Ci 184o 1 44 ^ 90 5519 1800 1719
35 4 2100 91 254 5591 2100 3491
~
40 G ''4UC 82 2 29 5724 24G~0 3324
4 aJ ~ ~7~~U 7~ i 06 ~.178J 2700 J~~8~.J
50 O 3000 68 1 90 5885 3000 2685 -
55 4 3'a00 64 1 79 6075 3300 2775
bU U ~600 61 1 70 6300 3600 2700
65 C) 3900 bn 1 66 6644 3940 2744
~
70 C► 4200 58 1 62" 6961 4200 2761
75 0 4500 56 1 55 7126 4504 ~btb -
80 0 4804 5--ps 1 4E3 7249 4800 2449
85 0 5100 5 27 1 44 7474 5100 2J74
90 0 544n 50 1 40 7675 5400 2275
95 G 570U 49 1 37 7932 5700 22712
100 0 6000 48 1 34 8172 6400 2172
THE I`1AX II"iUM STCIRAGE IS 4U67 241 CU FT>
~ The t i me of concentrat i on i s 5 m1 nutes -
1 he Undevel oped f 1 ow out 3 s' i c f-D
TFN YEAR STORM CALC
4
ti
i ,
'SO Ci t10 ,
COCA-coLA ~ g sP 15 ~D-3 i- 89 Y-.wM
i
C R C.Cs
; ARSA 13"
Z
- -Z - (4100
~ . A .r o-r-A,- =t ~.oa V'r
¢-r
~ c~.i~ss~ x(9ao ~-r Zv~~ Z) 19, ,?q -'OT
AOM
_ A~AY'f• z l l~ tg I_ 11~.._Z tF~~- ~i 10 - 1 9.Z..~ 'r Z
~ . _ w ~ ~ _
~0~ 2 • 4 (o_.~,s,~ _ _ _
3 ~
44 55.fT
41~ 1 * ~ - 1 -
-E-_- ? 335 _ l
, _ ~ _ _ ~ .r.... ~~i.=j _
~ -
, ~ ~OCK WA~L
r l~3 ~ ~ 3~60 - 0 5
L QlS-rm
~
z
%4
t4
~ ~~Ob ~-T x a.5 fTZ a ~2~3 ~'T3
20
566 ~ ~ ' -
ac
F-T > 4455 11."
~ , -
~
zo
~
~
~ do
FAT IONAL FDRIwULA HYD',OLQGY
DF',7E = 11 / 1/ B9 DCSI GNER = k W MCMULKI N BAS I N B
F'hOJEC f iylRME = COCA-COLA
DESCF' IPT I OtLl = 208 STOhi''iWATEI={ DRA I PJAC7E
SUgARL y 1= 2 46 AGC'-LS SUBAI;EA 1 RUNCIFF COEFF I C TENT - 9
SUFsAREr", 44 ACRES SUBAI;Er i FiUNOFF C[7CFF I C T ENT 5
l CITAL AREA = 2 S' ACi;CS Ct]mF'v5I fE RU14GFF C(JEFFxCIENT = 78624)6896552
QVEfiLAND rLOW VALUES
Ct = 15
L = 400
N = aib
S = 413
GHAPJNEL FLOW VRLUES
L - n
TI3 = 0
GOMFUTED VALUCS
UL1R - 5 C►?
I14 - Z 18
Q1ai = 7 25
QA = 0 00
~
~ i
r
r
~
POWSTI;IIti1G CALCULATIOtVS
DATE = 11 / 1/ S9 DES Y GNER = K W MCMULh:I N BAS I N Fi
~ ROJEGT NAME = GOGA-COLA
BESCt; I P'T I ON =208' STOR{"iWATER DRA I tJAGE
t t Intensity OdEV V1n Vout Stor-age
(ffiin ) (sec ) (in /hr ) (c f s ) tcu ft ) tcu ft ) (cu rt )
5 0 ~K UP 0 4 3 i 8 725 2915 Z-00 .2 51 5
10 Q 600 2 24 5 11 3585 600 2985
15 0 900 1 77 4 04 4044 900 7144
170 0 1+00 1 45 :7 31 1 430 04 1200 7104
2) 5 0 1500 1 ~ 1 z 76 4422 0 1500 2920
Q 18oo 1 44 2 ~7 4510 16a0 ?71 0
~5 0 21~iU 91 i t77 ~F5b9 2100 2469
4U Q 2400 82 1 87 4678 21400 2278
45 cJ 27()0 74 1 69 4728 2700 20218
JCZ U 3000 68 1 JJ 4809 3000 1809
55 0 3300 64 1 46 4964 Z-0300 1664
60 O 7600 61 1 39 5149 3600 1549
65 ( ) ]"A 90 0 64 136 5429 9Clo 1529
70 a 4200 58 1 321 5689 4200 1489
75 450() 5 6 1 27 513^~ 4500 130 23
80 C) 4800 53 I 21 5924 4840 11'24
85 0 5100 52 1 17 6109 SiOU 1008
90 0 5400 50 1 14 b'4272 5400 872
95 0 57(10 49 1 12 64W2 5700 782'
100 C) 6000 48 1 09 6678 bnaO b78
fiHE MaX I h1UM STCIRAGE IS C7143 67120001 CU 1= T)
~ The ti me of concentrati on is 5 mi nutEs
Thy Undevel oped f 1 aw c,Ltt 25 Ql c f s~)
TEN YEAR STORtM CALC
.i o8 t40
c~oc~- coLA ~ B s~ Ib
~3~1~9 KwM
St~muu~.,~-r~,tzAl ~t~ AALins to
f;T
^ P ~Rass ~ q3 lt4z x 4100 7137 rT
0 1 lo Ac~
.Z x T Z/j mZ) Z z3,4q~~ Z _
g.00F5 Q_ ActZE
_ ~ -
acL -r:?
~ 1Z 1 N/jpr
r
h,-
~ ...s , ~ _
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~¢-r x~rr Z 4 F-r Z
. ~ _ _ _
ve,
(
. S
Rr;T I DNFiL FOIZMULA HYDhOLOGY
DATE = 11 / 1 l89 DES I GNER = F' W IhGf"IULF x N B(aS I lV G
F RuJ ECT NAl'9E = CCfCA--COLA
DESGF I FT I ON = 208' S rORMWATCR DRA I I'JAGE
SUBAREA 1= 54 taCRES SUBAREA 1 FiUIVOFF GOEFFIGIENT = 9
SUBAREA 2= 16 ACRES SUBAREA ? rUNOFF COEFFICIENT = 15
rorAL AREA = 7 ACRES GDt''iFOS I 1 E RUNDFl= COEFF I CI EPJT = 7+~-857'' 4?8`J7,
OVERLAIUD FLOW IVALLiES
Ct = 15
L 34
{ti! 010
s - 01
GH ;hJIVCL F LOW VALUES
L = ~95
Z1 = 4
Z: _ A
N
E{ _
a - r) 1~
TIf 43 4
GOCiFU"i"C17 VALU'ES
DUh = 5 00
110 = 7% 18
010 = 1 6?
OA 1 62
,
~
BOWSTR I tVG CALCULAT I ONS
BATE = 11 / 1/89 DES I GNER = k W MGhiULk 7 N RAS I N C
F FOJECT IVAME = COCA-COLA
UESCR I FT I OPJ 2208' STQRMWATE R DRA I Rlr1GE
t t Intensity Qdev Vin Vout Storage
tmin ) tsec ) (in /hr ) (c f s ) (cu ft ) (cu ft ~ (cu Tt )
50~• ?00 3 18 1 6.~ 652 90 502
10 0 600 22_4 1 14 802 18t7 622
15 0 900 1 77 90 905 270 635
210 a 1200 1 45 74 963 -764 60L
`5 U 1500 121 62 989 450 5'3 9
wn 4 1800 1 04 57- 1409 544 469
3 5 0 12, 2 ou 91 46 1 2 2 6 3t ) 77 92
40 0 2400 82 4? 1046 720
45 0 2700 74 1-8 1057 81 L7 247
.~.i(J 0 Z" 0 0 0 oe ~ i 1076 900 I 70
5; U 3300 64 ~3 11 1C) 99cl 1 12 Q
60 0 -1604 61 31 11502, 1080 711.
6~~.t 0 Z900 bQ 30 1214 1170 44
70 C 4200 ;s 30 1273 1260 13
75 0 4500 5E3 28 a. J07 1~ 5 0 -47
80 0 4800 53 A- 7 17 225 14~q 0 -1 i 5
GiJ O 510C, 52 2v 1y06 15ti•, -164
90 4 5444 50 26 1403 162-0 17
95 ~ 5700 49 2) 5 145(1 1710 -260
100 Q 6000 48 24 1494 1800 -Z.06
THE MAX I MUM STQRAGE I 5 b ~4 5454 CU FT
* The ti me af concentrat i on is ; mi nutes
Thc Undevel oped f 1 ow oLtt 15 3 c fs
TEN YCAFi 5T[JFM C^HLC ~
I
~
. ~ % ~
GOCA - COl..A SO S NA
f'$ S~ 15 lp /311$q KwM
~ N u 1
~ , 20~ S'TORWI~~T~~ PRAINA6E e.AC.~s
, AREA `"D"
-7..Z,.- 52
A 6gA55 Z 1 O~og' IN X~ 9 0~ fT Z~ IN Z~ _ ~~7~o'~T• Z
D, 22 Ac" -
2...~.~g1M_ rT7-/1M Z~ ~ A5 f T Z
~
_SIOV-AGe 1I0l.U ~ EQ~ Z 62#~. ¢ ~p$~j 't2 x ~Z ~N z 2~012 ''f 3
_ -
CF
y
~4 x I~t Z 15q ~ f'T Z o 5~,~ ~ _
a-
-t~ t~ Z z T z~ a 0 5x2 xiZZ p~5 ~t L
~
o 4 ''j 19
~ 4 ~ ~ L fT
Iq
27
2 p1 _ ~ d-
~43
~
43 P1
~.3GQ l ~ t 3~ % ~T $7- +1
_
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~
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r
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NAT I ONAL FOFiI"IULA HYUhCILCIGY
DRTE = 11f I/89 DES1 GNER = 4, W MCMULw I N EtAS I N D
Pr,OJEGT NAME = CQCA-Ct]LA
DESCFt I f- T I I]iV = 208 STORMWATER DRA IiVAGE
SllBAt`-~E1 1= 144 ACFiCS SUF3AREA 1 RUPJ0FF C:OEF1= I C iEiUT = 9
SllBARER 2 = 22 F,CFES SUbAREA 2 RUNOFF CUEFF I C I EIVT = 15
TOTAL aF+EA = 1 b Lu ACF►ES COMPt]5 Il E RUNUFF GOl:.1= h I L I ENT = 80()bt i~.4O9e7r
OJEFiLANB FLOW VALUES
Ct = 15
L = 260
N - 016
5 - 008
CHANi'JEL FLOW VALUE5
L - 0
T D - 0
C~+Mf'UTED VRLUES
DL1R = a 00
I1V = : 16
010 ~ 2 -3'
QA = 0 aQ
/
,
s
Bt]WSTF I MG CALCULAT I QNS
;.ATE = Z 1/ 1/ a9 DES I GNER = w W MCMULF I N BASI N D
PFOJECT NAME = COCA-COLA
UESCRI PT I ON 208 STORMWATEF DRA I NF1GE
t t Intensity adev Vin Voufi Stor-age
(min ) tsec ) (in 11-ir )(c f s 3 tcu ft ) tcu ft >(cu ft )
5 dt 700 3 18 4 2_3 1699 90 1509
10 ~ 600 ~24 2 98 2490 184 1910
15 d Sij0 1 77 ~ ti5 2357 270 ~Ug7
~0 0
i~Ga i 45 3 93 ~~t►y 36o i149
iJ 0
1500 121 1 61 2576 450 21A'b
~0 O 1800 1 04 1~ 8 2629 544 2o89
-5 0 '11+10
91 1 21 2 66 ~ 630 23
~F4 a 2404 82 1 09 ~727 7?U 2~C~7
45 0 27r.~O 74 98 2756 81(1 1946
~0 0
-lGQO 68 90 2803 900 1943
55 t, 3~U0 64 85 ?85~4 5~9p 1'~0~F
bd 0 7600 61 81 Z001 1084 19211
65 0 39clo bU 79 3165 1170 1995
74 0 4200 59 77 +316 126U '2056
75 r) 4540 56 74 :7 94 1~5 u 2.044
8o 0 4800 53 70 '45 3 1440 210 13
$5 0 5100 52 b$ a ioO 153t'~ ~U 3 4)
90 a 5400 50 66 365b 1620 2207.6
95 0 5704 49 65 3778 1714 4-068
100 0 6600 43 64 389~ 18U4 2093
THE Mfi X I MUM STORA .~.~E I a C~ 149 0191 0041 CU FD
* The time of concentratl on i s 5 mi nvtes
1'he Undevel aFed f 1 ow out i s Q TEN YEAR STORM CALC
.
p ' ~ ►0 3
! CaL.P,, j ~ • .
Co ~
4LN
_ • ' - .r ~
_ - - ~ 6
33-
~
- P• -.~ti~ , - , Zar s~O ~
IN
C-400
-
- 4 ~ 2 ~
` ZZ 4b 04
b,FcPS`?
~ w .
14 ~
- N ~~.Tr ~ -
L *.0y L p•5 ~
~.-•A'y "r-.- ~ ~ - J . ,r ~ ~•S • Z ~~Q
~
~r4 / Z `+C~,rj~►, ~ $Z ~
- ~ ~ %q4 x'~ qZ F t . Za
t Zto . $ 3 ~O -
~ r
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tZ _ '
~~~3 _
.o* -
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RAT T ONAL FOf MULA HYDFOLOG ~
~
11 ! 1/ 89 DES I GNER = k W MCMULII N BAS I N E
~
~ROJECT NAME = GCIGA-CQL.A
I1ESGF"+ I PT I Ol`J = 208' STOIiMWATER DRA I Nr1(3E
SUBAREA 1= 123 ACFES SUBAFEA 1 FUNC3FF CCIEFF I C 1 EN1 = 9
SURAREH 2= 47 ACFES SUbAFEA 2 RUNOFF CCIEFFICIEMT = 15
TGTAL AFtcA = 1 7 ACRES C(]MPCISI TE RUNUFF COEFF I C I ENT = b9`?b4; 056824
OVERLAND FL0W VALUES
Ct = 15
L - 140
hJ = 016
S = 008
~
C HANPJEL FLOW VALUES
L = 0
TD = 0 °
S
CUMPUTED VALUES -
DiJR = 5 00
110 - 3 lQ
010 = 3 74
-
QA = 4 0Q
.
Iloe
~ •
a ltz#
f
BOWSTRT NG CALCULAT I OIJS
= 11 / 1/ G9 DESI GNkR = k W MQMUL~ I N BASI N E
~
ROJECT NAME = COGA-COLA
~
' DESCC IPT I ON .08 STORMWATEFt DRF, I NAGE
t t I ntensi ty Qdev Vi n Vout Stor-age
Qinin ) (sec ) (in /hr- ) (c f s ) (cu ft ) (cu ft ) (cu ft )
50 * 3UQ 3 18 3 74 1 505 90 1415
20 u 640 ~:4 2 64 1852 1B0 1672
15 n 900 1 77 2 08 2088 27U 1818
20 U 1200 145 1 71 2223 760 186~.
2..'~~ r.) 15ur) 121 1 42 228c^ 450 1832
30 0 1800 1 04 122 2329 540 1789
35 C) 2100 91 1 07 2 v5 y 630 172- 9
40 0 2_400 82 97 2416 720 169r,
45 0 ~7()~ 74 87 ~4~~ 81 ~ 1~~~
50 0 L 4fla 68 80 2484 900 1584
55 0 *_*VP 3 0 0 64 75 2564 990 15 74
60 Q 3600 61 72 2659 IUBa 1579
65 0 7900 60 74 2844 1170 16~ 4
70 n 420u 58 68 29~ 8 1260 1672
75 n 45ts0 56 65 Z o U7 1354 1657
(30 Q 4800 53 62 3059 144Q 1619
85 0 5100 52 61 3155 1 5%".v*O 1625
90 p 5400 50 59 Z.723s'i 1620 1019
95 0 5700 49 58 3348 1710 167-i3
100 0 6000 48 57 ti449 1800 1649
1 HE riA X I hilJM STt]RAGE xS 1j~ba Ou^24994 GU FT)
~ t"he tL inc of cuncentratr on i s 5 fiinutes
The Undevel oped f Y ow out i s cl c fs
TEN YEAFi ST0RM CflLG
1 ,
C~CA - CO~A l 8 s f' ~5 ~s R0
o u s-~~~►~~.~ c.~~cs . tofinr/io9 KwM
4$ tN Z~a C90D r- Tt/t N r. M2
0 4D AcIzAm. ,
A C~~ASS Z I1 04 tN 2~C C~~D IFT 4-/I.6L.!,.~ z ~.~36 fT•Z
Q Z 3 PCfzF-
T-T lg-,AR4 FT 2-
_ _ 0 •
THERsFovzE r-RotA P6 6- 40
~'C~U~o~L~NCS-~oR s~c~oRMVJATER~MaNAGSMENT t"t ~ - -
Q=: 2 03 Cf s -
_ H_~.~ y z..p c g~ -
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~
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rT
~3V-L (0--5~ .
~
,
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RAT I (]NAi.. F[]RMULA HYDROLOGY
DpTE = 14 /31/ 89 DES I GNER = h' W MCh'IULb' I IV 8AS I N E-NOR TN
FRaaECT NAME = CC1CA-LULA
DESCR1 F T I ON = ~08 ST[]RMWATER DFiA I h1AGE
SUBAREA 1= 23 ACRES SUBAREA 1 RUNCJFF GOEFF I C I EIVY = 1.'.►
SUBAREA 2= 67 ACRES SUBAREA 2 RUIVOFF CDEFF I C I Et'+iT = 9
TOT!'L AFEA = 9 HCRES COMPOSI TE RUly0FF COEFF I C I ENT = 708 S3~3Z3= T3
OVLRLA14D FLOW JALUES
Ct = 15
L - 144
IV = 016
S = 0QS
COHANNEL FLOW VALUES
L = 0
TD = 4
CQI`IRUTED VALUES
DUF - r 0t►
I10 - 3 18
Q 1 ci - 2 0 3
QA - 0 00
`
CDCA - COLA ~ B s sP t5 Sog rto
1013 l libal KWM
j ~ 2~$~ ST OCzMW/aT~f~L ~RAt1V AG E GPLCS
, /avE A (aowri4 Of fEitc4)
3 ~
3$ /06 lN Z yC (TD0 F't'Z~~LI z 34- ,1812 ~f Z' - - - - -
/
:
x (90►0 1: TZ/wL z_►o,584 ft z
O 2~- Ac.~~
A (90D ~ /im
7
i
~
" j GV►RB o?E N IN6~ A'T l~OW - P01 N'T tN CN R~ _
.
i Tl-t~iZ~~oR~ F iR-oM ~ to - 40 ~ ~
- ~`6iulpSLiNES ~O~ SYaItMwNTeIt MANAwCElv16NT--jq6l -
Q z 1 ~z CF5 - - - -
h Z ~py z 0•S pT~
06
- (L
h
w U M ~.r► ~ ~ ~ _ ~ ~ ~~A.~ _ _ ~ _ _ -
F't ~
CuRB OftN iNf
~
~ i
RAT T OIVAL FORMULA IAYD1;C7LOGY
DA TE = 140 31 J 89 DES I GNER = b W MGMULkT N BHS T N E-S17U C H
FrOJ CLT fVAME = COCA-GOLA
DCSCFi IPT I OPJ ='208' STORMWATCR DRA I hJAGE
SUEtAFF_A 1= 24 ACF:ES SUBtAREA 1 RUNOfi F COEFF i C T ENT = 1;
:~UBAREH 2^ 56 AChES SUBARCA 2RUN(1FF COEFF I C I EIVT = 9
TGTAL AREA = 8 ACF,ES CClMF OS Y 1'E f;lJNOFF GOEFF I G I ElVT = 675
C] v'ERLAND FLOW VALUES
Gt = 15
L = 140
N = 016
CO' = 026
GHAiVNcL FLQW VALUES
L = )
TD = 0
Gt1Mi UTED VALUES
DUR - 5 44
110 a 1B
010 = 1 7'.
QA 0 00
r {01 29 i a9 --Q S i rIFS014 ENS)
137 P03
i
~ P
1
F-- ~
1 9 )7 r "1 ~ a r ~ ~ ~
d 2 ~.D►\t t ~ .s p Y V ,~i .~C' 7 w ,.e._\ a. ♦
PV 8
I.IG WoRKS DEPARTMEIVT
~
~ • , ; UFFICE OF
t! e
COUNTY ENGINEER
~ ~~~~~~~~•w~ RONAIQ C htORIVIANN, PE
T. ? 1".~r~►--'r'~` r~r'R' ~~lfl-.-~~~1~~ ~~~5~►.- C.LIUNTY EMt31 NeftN
YVNShItVla1 Viv y~~ou viiv
ro A..c cakAa cauAT bouse
~ ~ . V-•. v. s r.-. m /'1 n 7%
t"S `.7► L'~ Y~I .L:./ ~ A. L a. t d- ~ ~0
x.,ro~mPnr ~vomber
~ - ~
r_ o ow►o n th w fi wa c~ n~ r nKane l.0 V[1 G V d 1 lu ~~A~''~~,0~~, C~~(..~(~? ~IJ~►
whcse inteYest in the pzo3eeti
f.ON''PP-AGTdfL _f s Pn ter ed into
thig 2~0-rA1 day of V4 oq~n~~.-g-. , 19 gq This aqreernent is
4.. a~,ss rrn-SPrt knoWtZ dti
d~d U d. a. t~ c, ar ~ a.. v,. - - s
P.~1 Di t'Cn- Pu~a~l ls $14 .
That t he individual.s and partles named herein as having an
interest in the above described property or gxoject agzee to the
iollawing
1 Reimbuxse Spokane Gounty for pro]ect review and inspectian
fees as specified in Board of County Commassioner'g
Resol.utzon 80-1592 attaehmznt G, as ameneec3 The fees will
be based on aetual salary costs incurred by Spokane Gounty
fQr pr4ject reviews and / or inspections plus aten percent
~ ~~.~~~,$c~ti'?4~♦tP ("harae and will be billed monthly as
aCCrUed
2 The undszs ignec? agrees that these tees aze aue dt,u payabl=
- L e~. ti. ~ 7 t r,.+ a c t r►a~- ~ f i P~~ zb ove Tfl E.'
u r° v ~ w ♦ i. ` w r ~ Z ~
monthly bllling should bs sent to the attention of
972 I I
50~ - 284 - ~5 t _
~
1 understand that fai3,ure to pay these fees may result fn
delay in cornpletion or agpraval of the pro]ect or other possible
sanctxons
CC'go"O.t . ~ ca►~U~~
By e„r
M1K~, M A~~ ~
~
Public Works BLiitairig /1 NC1°"i1-t 911 ~.1efferSon Sti e¢t / Spokane, Wash+ngtari 99260 0170 (549) 4% 3600 ,
BOND ESTIMATE
FPOJEc1' E'3705 MUnt qomer y Coca-Co1 a NAME J Sims DATE 07 -Dec -89
DF',(a I NAGE I TEMS UN Y TS QUAN T TY PRI CE GUSI
1, Ar ywel 1-- Type A EA 3 1250 00 12.50 00
2) Dr ywe11 Type B CA 2 1450 00 02130 c7 00
3) Gr at e- TypF 1 EA 310 00 0 OCi
Gr ate Type 2 CA 330 00 0 Qp
5) Grate Type 3 EA 3 ~z~J h0 96ty C~C~
C) BacF, f x 11 For UW CY 110 11 25 1237 50
7) Gun cr et e I n 1 et EA 575 00 0 00
8) C M PipP 10' Aia LF 12 00 L) dG
9) C M F'Lpe 12" Aia LF 1E 50 0 00
10) C M Pip e 15" Dia LF 18 c.~c~ uU
11) ► M Pipe 18" DiCi !.F 21 UU U 00
12) Pr ecast Manho1 c EA 1 435 00
137 So1 i d 1id EA 30v 00 t~ 00
14) Di1.ch E/cavat ion CY 18 8 5u 153 ov
15) Sod SF 700 0 50 350 00
NON STANDARD DRA T NAGE I 7'EMS
1 ) G Qn
Z) C) 00
3) U 00
4) t) 00
5) U 04
6) 0 00
DF A I NAGE SUBTOTRL 6850 50
1, 6 7 Man umen ts EA 140 OG U00
17) Bar ricad e LF 32 00 0 t3()
18) Str eet Sa qns EA 75 00 n UO
OTHER SUBTOT'AL C► 40
GPF1D I NQ, 5UF'FAG ING, CCllFB, RND S I DEWALh
19> F' Dugh rr ade CY 2E7 ~ 850 2272 05
20) Tap Gourse CY 89 1 10 60 944 46
11) Base Cour5e CY 75 1 lU 64 796 tJf,
22) Asphaa t Goncrete Tons 102 i 40 00 4084 00
23> Cur b Type A LF 13()7 3 5 60 7320 88
24) Curb Type B LF 7 10 avG
25) Cur b Typc R LF 6 50 0 00
26) Sidewal~ SQ Y17 798 3 14 00 11176
NON-STANDARD POAA ITEMS
11 U 00
2) U 00
3) U 00
4) 0 C1G
GFtAD I NG ANp SUFFACIN~`~ 26593 65
~33 _~-___.~-4--------
GfcA1VD TOTAL , 33444 15
3 9
STPEET QUANTTTIES
PROJECT ND - DESIGNEk- JSIMS DATE- 12/ 7/85
PROJFCT AESCR I FT I ON- E9705 Mon t gomer y dr a ve Dc a Gol a
s rPEE r # 1
NAME- WOODRUFF F'OAD LENrTH- 660 59 FT W I DTN-- 9 30 FT
sEU I NN I fVG STAT I 0N = 00 END I NG STA1 i ON = 660 59
ONE SIDE O1VL Y Pb! I DTN= 20 00 EW i DTH = 10 70 QW I DTH= 0 VC)
TERM # 1 CROSS STRF_ET IlVCLUi)ED rW 20 00 I'W 22 00 SK 0 00 PAD 20 OU
TERM # = CHOF F ED
ITEM MEASUPEMENT QIJANTITY
SUPFACE APEA- 6483 33 S F
POADWAY EXLAVAT tON I U() h T 225 ; G' Y
CFUSNED SUPFFICINQ TOF COUPSE 0 03 f T 75 1 C Y
CFUSWEU SURFACT NU H(aSE COUR8F_ 0 33 rT 75 1C 1°
ASPHALT COiVLRETE 0 17 FT 77 C) TORlS
17'URB TYPE A EX I STT IdiI 0 CJO 1' 1' F'ROPASEI~ 65v 0 F7
S x DEWAL~ EX ZST T NG Q 40 S Y F'POP'aSED 397 2 S Y
STFEET # 2
NAME- MDN rG0MEF Y DRJ VE I.ENGTH- 557 31 Ff W I DTH- 1 70
FT
PEG Z NN S NC STAT I QN = 342 69 END I NG STAT I O1V = 1 000 00
ONE S I QE O1VL.Y PW I DTH= 22 OG EW IATH= 20 30 QW I DTM= 0 04
TEPM # 1 GPOSS STF'EE EXCLUDED EW 10 00 PW 20 00 Sf: 0 00 PAD 20 00
TEPM # 2 TAPER TpPER LENGTH = 00
I TEM MEASUF EMENT QUANT I TY
&lJF'FACE APEA- 1104 43 S F
ROADWAY EXCAVATYON 100 FT 42 0C Y
CFrUSHED SUPFAG I NO TOF GOURSE U 33 FT 14 0 t, Y
CpUSHED SURFACI NG RASE COURSE 0 00 FT 0 u c Y
ASPHALT G(11VCRETE 0 29 F T 25 1 TONS
GURB TYPE A EX I sT I N~ 0 00 FY PR(]POSED 657 3 F T
S I DEWAL K E X I 5 f I Nv 00 s Y PF'OF'C3SED 401 76 Y
TOTALS
RAAAWAY EXCAVATION f 267 3 C Y
CRUSHED SUPFACING TOP COURSE 83 fc Y
CRUSHED SURFACT NG RASE GQURaG 75 iC Y
ASPMALT CONCPETE 1 U2 I TO1VS
CUF E; TYF E A 1307 3 FT
S I DEWALK 7 38 9 S Y
a
BOND EST FORM _
PROJECTdrA Si!~ f 7D-i~ R~i'srwl~~ <Lidr- DATE
Item # Drainage items ifi its Quantity Price Cost
1) Darywell - Type A EA /
2) nryweii -Type B Ea 2
3) GyraCe - Type 1 EA
4) Gtate - Type 2 EA
S) GYate - Type 3 EA .3
6) Backfill for DW CY
7) Concrete inlet EA
8) C M pipe 10" dia LF
9) C M. pipe 12 dia LF
10) C M pipe 15" dia LF
11) C M pipe 18" dia LF
12) Frecast Manhole EA
13) Solid Lid EA
14) Ditch Excavation CY
15) Sod SF "767Q
Non Standard Drainage Items ,
1) 7~ SI%
2) 7~ l ~~f
iy
3)
4)
Std Bdl 'Dwl Conc Dia Dia Dia OTHER
Page Dwl Dwl BRF Inlet Pipe Pipe Pipe
1)
2)
3)
4)
5)
6)
7)
96/4
• ~
~
S P O K A N E giik C O U N T Y
DepaRrbMNr OP BlJII.DDVG mD SACm • A DlvtwN oF 'rm PtMLtC 11PoBKS DBPABTMEx['
JAMES L MANSON D1eBCrOB DENms 1VL SQOri't' DMEt.'POB
TO Allan deLaubenfels, Planning Department V-0 ,
Ren Jeffrey, Building and Safety
1989
Bob McCann, Enqineer's Departiaent ,
Daryl Way, Health Distrfct
~ Clyde Wisenor, Fire District No 1
~
FROM om Davis, Code Compliance Coordinator
Department of Building and Safety
DATE September 28, 1989
RE September 27, 1989 - Pre-Application Conference
East 9705 Montqomery Avenue
Enclosed is your copy of the minutes to the referenced meeting
Should you have any questions or need additional information,
pleases feel free to contact me
TLD rmd
cc- Mr. Dirk Looi3enqa, vLMK
Mr. Mike Maqee, Grady, Harper & Carlson
Ms Mabel Caine, Air Pollution Control Authority
Mr. Dennis scott, Public Works Director wFST Lm esoAnway • sPOgaMwAsKWcrox 9922604oso •(so9) 456-3675
FAX (509) 456-4703
ti
KZNUTBS
PRZ-APPLICATION CC1HnRZKC8
~ MST 9705 RY AVZNU5
nraTRrstrrraN csNTER - c+ocA coLA BvTTLING Co.
Bg25, 1989
r
CALL To OJB.DERs The meeting was called ta arder at approximately
11: 0O a.m. by Suilding and SafetyJs Code Contplfance Coordinator Tom
Davis, with the fallowinq in attendance.
PNFMT RE4~EW PAWICIPAIN8:
Allan delaubenfels, Planninq Department
Rob#.n Do►mitravich, Bufldizg and Safety
Kexi Jeffrey, Buildinq and Safety
Bab McCstxrt, Engineer's Depaxtment
Daryl Way, Health Dapartment
Clyde Wisenor, Fire District No. l
"PLICANTS:
Dirk Loaijer►ga,, VLMK, 3933 S.W Ke11y
Port1$Ttd, OR 97201 (503) 222-4453
Xike Magee, Grady, Harper & Carleon, 2945 NL Argyle
Portland, OR 97241 (503) 284-9151
BOI3PEtfPROKTBC'i'' dESCRIPTIQWL
1. General rDverview - The aw,r►er Coca.-Cola Ca. 3.s prapc,sing the
carstructian of a distrabution ceetex and a ycrehicle mafntenance
buildfxYg The dfstr2.lautfan centaer tiril3 ba used €or the starage and
dfstrfbutfon of product and will contain asmall office area The
vehicle malntenance buildinq wilZ be used for minor truck repairs, a
wash bay area and for the repair af vendin+g 3m,achines The buildings
wi11 be of 3'ype II--N Canstruction and both will be sprink.led. The
entire perimeter af the buf ldings will be surrounded by a f+ence for
securitY PurPoses
I3. Canstruction Time - The applicant would like to beqin
constructian as soon as possib1e.
AMMRY +o$ r~NrAL anv
R
x Plannirig Depart.ment (456-2 2 t?5 )
A. Discusssion/Requrfrements
1 Parking for the grvpased is adequate
- I i
1
2, A copy of landscaping requirements was qiven to the
applicante
3. All parkfnq spaces are to be within 60 feet of a
landscaping feature consistinq of 32 square feet in area.
-
4. The proposed is located in a Restricted Industrial
Zone This zone has a restricted 35 foot high buildfnq
hefght.
5. The proposed must comply with the requirements of
Bindinq Site Plan Number 86-15.
6. The fence surrounding the proposed must be site
obscuring.
7. The applicant asked if the entire fence had to be site
obscnrinq. Allan deLaubenfels advised the applicant to
subm3.t a proposal to the Planning Department for area to
be site obscured.
8. Permit Release Requirements
1. Please submit a revised site plan illustratinq set
backs, landscaping, parkirnq, and the location of the the
fence showinq the proposed site obscured area
2. An estiinate from a nursery includinq s1ze, type and
quantity along with a promissory letter from the owner
stating the landscaping will be installed shall be
submf tted
II. $ngineerinq Departanent (456-3600)
A. Discussion/Recduirements
1. Comments were given to the applicant and Buildinq and
Safety by Bob McCann.
2. Please submit a drainaqe plan for the proposed, at a
minimwn tlie plan shall contain the followinq: drainage
calculationa for stormwater volumes qenerated on site,
calculations for total impervious surfaces contained
within the site, finished grade elevations for structuxes
to be constructed on site, finished grade elevations at
the top and bottom of the 208 swale, a typical cross
section of the 208 swale, calculations to justify the
number and type of drywells proposed and the elevation of
drywell fnlets where applicable
- 2 -
r ~
~ .
I
~ 3, The propased must comply with the requirements of
BLnding Site Plan Number 56-15.
.
4. Apgroath permits must be obtained for any drivewFay
agproachess to the Caunty r3qht of way.
-
5 Afee schedule agreenent was given to the applfcant
duxing the Yaeeting The agreement is to be signed by the
applicant and returned ta the Engsneering IIepartment.
6. Your contact person at the Caunty Engineering
Department is Jerry Sims
B Periait Release Requireaments
1. Please subrnit a draYnage plan as descrs.hed ahave for ~
review a,nd approval.
2 All required canstruction withi.n the Public Road Right
of Way is ta be completed prfor to the rele-ase of a
build3Lng permit or a bond in an amount estimated by the
County Engsneer to cover the cost of aonstructfon or
inprovements sha11 be fi3.ed with the County Engineer.
IrI. Healt~ Dist~.rfct (456--6040) -
A. Di9CuSsiOA/RE'C1LiireIIIentS
1, Daryl Wsy estfmated thst sever msy be avaflable for
the site in 1991 ar 1992
2. T'he proposed wil3 reqeiira two on site sewage systems
Orte wi11 be for the cUstribution center and the ather wiYl
be for the vehicle repair shap. The eystems will have the
capac3.ty to hald 15 gallonm ger person per shift and fzva
qa.llans per shift far #.he drx.vers.
3 The Health District has juriscUGtion of sewage systems
with the capacity of up to 3504 gallans per day. If the
propvsed project is to have a iarger capacity the
Department of Eaology wfll have jurfsdiction aver the
proposed ~ewage system.
4. A"Sampling Agreement" wh3ah frnvolves sampling of the
effluent of the septic tank on an annual basis, shall be
e igned and return.ed ta t,he Health District Cost far
abtaining and gracessing the sampie sh.al3 be paid by the
appl icant .
5. Please use a riser and rsng tyge lid fQr the sep►tic
tank ea that the effluerit caan be sampled.
i 3 i
~
•
y ~
6. The proposed is located over the Aquifer Sensitive
Area All waste water (except toflet room waste water)
from the maintenance buildinq must qo into a holinq tank
The tank must be puinped periodically.
7. Please barricade the drainfield in such a manner that
na traffic iaay pass over it.
8. Please submit a site plan for the site illustratinq
the water line
9. Daryl Way advised the applicant to contact the State
Department of Agriculture.
10. The 8ealth District will accept one application for
both sewage systems and will issue two perniits
B Permit Release Requirements
1 Please apply for a sewaqe permit.
IV. Air Pollution Control Authority (456-4727)
A Discussion/Requirements
1. The Air Pollution Control Authority was not present,
however, comments were qiven to Tom Davis prior to the
Pre-Application Conference.
2. Ai.r pollution requlations require that dust ems.ssions
be controlled during all phases of the project.
3 Measures must be taken to avold the deposition of dfrt
axid mud from unpaved surfaces onto paved surfaces. If ~
tracking or spills occur on paved surfaces iaeasures must
be taken umaediately to clean these surfaces.
4 open burning is not permitted.
5 All einission standards must be met. In additfon, a
Notice of Construction and Application for Approval is
required for the installation, construction or
establiehmerit of any air pollution source (i.e heatinq
units grater than 400,000 BTtJ/hr, etc).
V Fire District No. 1(928-2462)
A. Discussion/Requirements
1. Fire flow for the proposed is 2000 g.p.m
- 4 -
r •
2. Three new fire hydrants will be required. The
hydrants shall be located as per the approved water plan.
~he 3. siamese connection vault is to be located on the
north side of Montqomery Avenue and ta be within 20 feet
of one of the required hydrants. ~
4. An approved central monitorfnq system for the
sprinkler system is required, the location must be
constantly attended.
5. A knox box will be required to be installed for Fire
Department access of the property.
VI Huilding and Safety (456-3675)
P
A Discussion/Requirements
1. Plan review has been completed on prelimsnary plans
and a letter was given to t,he applicant.
2. Please submit an updated critical materials listiing to
Building and Safety for review. Double containment may be
required for critical materials stored in the vehicle
storage buildinq -
3. The proposed must meet the requirements of the
Regulations for Sarrier-Free Facilxties.
~
~ 4. Special inspectfons shall be required for concrete
with a design strength of over 2,500 p.s.i. and for high ~
stress bolt testing. Please indicate the name of the
testxnq laboratory prior to the release of the permit
5. Soil removal and compaction tests may be required for
the site.
6. Ken Jeffrey stated that he would like to meet with the
applicant as soon as plan review is completed.
8 Fermit Release Requfrements
1. Two complete revised sets of plans addressing the
items discussed durinq and after the meeting and other
items from the plan review letter needs to be submitted
for review and approval
- 5 -
0 4 ! .e i
APPLICAM • 8 DONNEWB/ACKNOWLZDdEMENT 8
The applicant acknowledged that all comments/requirements were
understood and had no further questions at this tfme reqardinq
permit requireaments.
QQ cT=oNS L - '
To miautes or chanqes from what appeare iri the minutes, we should be
notified wilthin one day of yaur receipt of these minutes
To site plsas as required by any or all of the above-listed
departmente-shall be submitted to Building and Safety who will then
distribute accordinqly to those departiaents.
D~ DUgl'R= There beinq no further business, Tom Davis thanked the
applicant and the departments for their participation and reminded
all that he should be contacted if there are any unforeseen problems
which may arise. ~
The meetinq was adjourned at approximately 11:45 a.m.
Copies of Minutes to All participants
FZle - East 9705 Montqomery Avenue
Distrfbution Center
NOT$ TO-"PL Co Some time aqo the Counicy recogni2ed the need to
streamline the building permit system and accordingly initiated
these Pre-Construction Conferences. Camments so far would i»dicate
these conferences are successful and do enhance the permit system ~
As a recent garticipant, we would apprecfate any comments you might
have to further fmprove the procese or, should you have any
questions or concerns regarding your conference, please contact
either Jim Manson, Bu31du►q and Safety Director, at 456-3675 or
Dennis Scott, Public Works Director, at 456-3600
Sincerely,
~
James L. Manson, Director
~t
- 6 -
• ~ •
~ Spokane County
DeparCmenr of Bullding & Safety
I
~0
JANIES L MANSON, DIRECrOR
~
DATE OCT o 31989 LETTER 4F TRANSMITTAL
4
~
~
1 -p ~
~ Uf L
TO /I(ir Pollutior~ cl ~ - - Util ities Department
✓ Engineer's Office City of Spokane
Environmental Health Fire District No
Planning Department Liberty Lake Sewer District
RE ADDRESS !vq'e.le ~ 1f ~
-n ~
OWNER/APPLICANT )'0.CI_Pi A.-
PARCEL NUMBER 0%54a' IT,39 PROJECT NUMBER _tl//A
PROJECT DESCRIPTION .0t S7l e,30I..C4-i n*q `n NOTICE OF PRE-APPLICATION CONFERENCE
u An initial review for the described proposal has been sched-
uled for at a m in the Building and
Safety Conference Room Attached is a preliminary site plan
for your review
n NOTICE OF PRE-CONSTRIICTION CONFERENC$
U A formal review for the described proposal has been scheduled
for at a m in the Building and
Safety Conference Room Attached is a copy of the permit
applicatlon, along with the site development plans For your
review
Should you find that additional information is needed in order to
present your findings at the conference, please contact our office
1(REVISED SITE PLAN ATTACHED
As required at the Conference for the above
proposal, attached is the revised site plan dated /D -5-4R!?
Should there be further revisions necessary, ox if your
portion of the permit is ready to be released, let us know as
soon as possible after contacting the applicant in order that
we miqht keep informed of the status of the project
n M$ETING TO BE R.ESCHEDIILFD:
u Please be advised that the Conference date for the above pro-
posa t has been changed from at a m
to at a m
n OTHER
U
WEST 1303 BROADWAY • SPOKANE WASHIIdGTON 99260 • 0050 • TELEPHONE(St)9) 456 3675
I & /
is Or F c tE nF THz couNIvUNIu INLER
:~I10hfANC Cf]lJhlTY, WA11-i r tIt;' UN
Pr _,}ect Distrs.blitiuri Cen# er Septemher 1.7, 1989
Address E 3701 Montaomerv
Par cel No 08542-1809
Ref IVo 0=)(J90
The Cuijnty Engineerinsa Department has cDmpleted a review
of thp ab rve referenred projECt The ful 1-winq inf 3rmation mitst
be prcvided in order for its Lo proceed with our review
A) A drainaQe plan for the site whi ch has been prepared in
ccompliance with SpoE ane C~-nunty "Gitidelines for Stormwaterr
Management" At a minimum the plan must contain
1 Drainaqe cal cialaticns for 5tormwater vc1umes generai.ed
an site
; Cal citlations f:~r total impervious 5l.lYfaCe5 contained
within the ss.te
3 Fxnished qrade el evatiGns for structures to be
constructed an sx.te
4 Firia.sfied qrade elevations at the t~~~a and bottcirn ~if the
208 swale '
5 A typical cross section of the 248 swale
6 Cal cul.ations to justify tloe number and type af drywel ls
pr` posed
7 Elevatx.on cf drywell inlets where applicable
B) The sub ject propPrty is affected Ly the "Findings and
Order and the "Ccnditx.ons of Approval" for the fiollowing land
itse actin-n
5 Binding Site Plan No 15
C) 1`he following improvements witriin adjacent Riqnt of Way
are required priDr to the release of a buildinq permit
m~.~st sitbmit raad and dr~ainaQe plans f~~r~
strPet Zmpt~oveme Th~ese must be prepared by an enqineQr
Plans must be prP ared f:,r tlie followinq streets
a Montgamery Drive
b Woodruf Road
c
All required construction (sidewalk/curbing/pavement) within the
Public Raad Right :of Way is t^ be completed prioi tc the release
af a buildinq permit or a b`nd in an amount estimated by ttie
County Fngineer to cover the cost of tonstructiUm or
improvements shall be fiied with the Coiinty Enqineer
~ . ~
~
E .4705 Mi-ontQomery page z
5 Ap~rk-ach permats must k.►e obtckxned firom the C,ostnty
Engineering Department fDr driveway appr--iaches t3 tPie Coointy
1~ --ad System
E7 Ir~suT ficient information was sitbmitted with the
pt oposal We are unable 1.o proceed ki1.h cur review We wil l need
the followinq before we ran praceed
Drainaqe plan as specYfied
w
3 Roa drainaqe plans
Ynur cantact person at tl-ie C:iltnty Engineering Department
may be contacted by callinq 456-3-1600 Your- contact persDn xs
Jerry sims
Spokane County
Department of Bullding & Safety
JAMES L MANSON, DIBECrOIt
DATE LETTER OF TRANSMITTAL
TO ✓Air Pollution Control Utilities Department
-'Engineer's Office City of Spokane
VEnvironmental Health Fire District No 1
✓Planning Department Liberty Lake Sewer District
RE ADDRESS OvmDwE~l A VLG
l
OWNER/APPLICANT _57~zwi C &ZA alA ~r-rLiAZ LO
PARCEL NUMBER C6f14 2-10,4n_ PROJECT NUMBER
PROJECT DES CRZPTi ON 1C) j5-tffj
_EkTIC)A) (1FjjTER
r-'NOTICE aF PRE-APPLICATION CONFERENCE:
U An initial revi w for the described proposal has been sched-
uled for at CC a m in the 8uilding and
Safetp Conf re ce Room Attached is a preliminary site plan
foi your review
n NOTICE OF PRE-CONSTRIICTION CONFERENC$:
U A formal review for the described proposal has been scheduled
for at a m in the Building and
Safety Conference Room Attached is a copy of the permit
application, along with the site development plans for your
review
Should you find that additional information is needed in order to
present your findings at the conference, please contact our office
n REVISED SITE PI,AN ATTACHED
u As required at the Conference for the above
proposal, attached is the revised site plan dated
Should there be further revisions necessary, or if your
portion of the permit is ready to be released, let us know as
soon as possible after contactinq the applicant in order that
we might keep informed of the status of the pro]ect
n MEETING TO B$ RgSCHEDIILBD:
u Please be advised that the Conference date for the above pro-
posal has been changed from at a m
to at a m
r-~OTHER
~ -MU('kUMS C.Q75 12 1 NRta 17
~ J
WEST 1303 BBOADWAY • SPOKANE. WASfINGrON 99260 o 0060 • TELEPHONE (509) 456 3675
SE0-19-1989 12 '01 FROM Carady ~iarper Car.1 son TG~ 24e9263 F 02
GRADY, HARPER & CARLSON, INC.
QENERAL C0NTRACTORS
2845 N E. AMyle Sbeet •PvRlgnd OregOn 87211
Tetephone 50312$48151
OA?'E J08 NO
TO - J08 NAME
' JOB ADDHEN
~ V~ A• °J°~ ~100 p~~~lt~SU~1K~
ATTEM'tON ~~&Q%mx ~ WoOfu3iFf
VYe are X Enctos,ng Q Retuming ❑ Sending under separate cover
p Shop drawings p Prints p Subcontract Modification
❑ Change request ❑ Copy of tetter ❑Plans ❑ Sampies Specificat,ons
❑
coPr6s ~ oateo ~ oESCaivt~orr ~
t
}
These are ttSnsrttitted as c!►ecked below
pFor appnovai ❑ ApProved as submdted ❑ ResuDmit c•optes Ior apAroval
Q For pNce Q Approved as noted ❑ Submd aopies for distnbubon
p As requested p Retumed for Cortections ❑ Retum corrected prmts
p For review and cornmeni ❑For your use Q
For bids due _
REMARICS
COPY TO 514NE0 M`Y..S
It enctosures are mt as noted kindty rtotify us at ot+oe
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i
File No ZE-149-81
I `
~ SPOKANE COUNTY
' HEARING EXAMINER COMMITTEE
~FINDINGS AND ORDER
A INTRODUCTION
This matter having come before the Zoning Hearing Examiner Committee on
March 4, 1982, and the members of the Committee present being Ron McWicker,
Chairman, Kathleen Carstens and John R Culler
B PROPOSAL
The sponsor, John Gillingham, is requesting approval of a zone reclassification,
File No ZE-149-81, Agricultural to Restricted Industrial, with no proposed
development at this time
C FINDINGS OF FACT
1 That the existing land use in the area is residentlal and commercial
2 That the Comprehensive Plan designates this area as approprrate for
I ndustrial development
3 That the existing zoning of the property described in the application is
Agricultural
4 That the provisions of RCW 43 21C (The State Environmental Policy Act)
have been complied with, and the Committee concurs with the Declaration of
Non-Significance
5 That the proper legai requirements for advertisement of the Agenda Item
have been fuifilled
6 That the land in this area is suitable far the proposed use, or uses within
the proposed Zone Classification
7 That the applicant has demonstrated that conditions have substantially
changed since the original zoning of this area and accordingiy, the pro-
posed rezone is justified
8 That the proposed use is compatible with existing uses in the area
9 That the owners of adjacent lands expressed neither approvai nor dis-
approval of the proposed use ~
~ 10 The Hearing Examiner Committee finds the proposed use to be in harmony
with the general purpose and wiii not be otherwise detrimental to the public
heaith, safety, and welfare
1
~
.y
(
'
►
~
. File No ZE-149-81
~
D CONDITIONS OR CONTINGENCIES APPLIED TO THIS APPROVAL
a) COUNTY PLANNING DEPARTMENT
;
~ 1 Approval by the Zoning Administrator of a specific lighting and sign-
i ing plan for the described property prior to the release of any buiid-
~ ing permits
' 2 The specific development plan will be submitted for Planning Depart-
ment review and approval prior to issuance of building permits which
s would show the discontinuance of any non-conforming uses
a
~ 3 All current standards of the Restricted Industrial Zone, as amended,
shall be complied with in the development of this site
4 Applicant shall compty with 1208' recommendations concerning storm-
water runoff and provide necessary grassed percolation areas for
runoff
5 That the provisions of SEPA's NOTICE OF ACTION pursuant to
Chapter 43 21 C 080 RCW and the Board of Spokane County Commis-
~ sioners Resolution #77-1392 be inttiated by the protect applicant within
thirty (30) days of final disposttion of this application, and prior to
any on-site Improvements
~
i fi Pursuant to the provisions of Chapter 43 21C RCW, the SEPA
Guidelines (WAC 197-10) and the Spokane County Environmental
' Ordinance (SCEO), a proposed declaraUon of non-significance
~
has been issued at ieast fifteen (15) days prior to this date, the
official file, written comments and/or public testimony contain
, information regarding assessment of the proposal's adverse
; impacts to the physical environment, a frnding is hereby made
' that no potentially significant adverse impacts upon the physicai
i environment are anticipated as a result of the project, and a
~ finai declaration of non-significance is hereby to be issued
b) COUNTY ENGI NEER i NG DEPARTMENT
1 Applicant shall dedicate 5 feet on Montgomery and a ZO foot radius on
Montgomery and Oberiin for right-of-way prior to any use of the
p roperty
, 2 Access permits shall be obtained from the Spokane County Engineer
A
~ prior to the issuance of a buiiding permit or any use of the property
~
i 3 Applicant shall improve Montgomery in a manner consistent with
~ Spokane County TYPICAL raadway section No 1 minimum paving width
~ Secondary Arterial Standard
4 Applicant shall improve Oberiin in a manner consistent wi:h
Spokane TYPICAL roadway sectron No 1 minimum paving width
~ Access Standard
.
r
~ 2
~
~f ~
File No ZE-149-81
b) COUNTY ENGI N EER I NG DEPARTMENT (continued )
5 Applicant shali submit for approval by the Spokane County Engineer
road, drainage, and access plans prior to the issuance of a building
: permit on the property
~
~ 6 The applicant shall submit for approval by the Spokane County
~ Engineer and the Spokane County Health District a detailed combined
on-site sewage system pian and surtace water disposal plan for the
entire project prior to the issuance of any building permit on the
property
~ 7 A parking plan and firaffic circulation plan shall be submitted
and approved by the Spokane County Engineer prior to thz
issuance of a building permit on the property The design,
location, and arrangement of parking stalls shall be in accord-
ance with standard traffic engineering practices Paving or sur-
facing as approved by the County Engineer, wiil be required for
any portion of the project which is to be occupied or traveled by
vehicles
8 The construction of the road improvements stated herein shall
be accompltshed as approved by the Spokane County Engineer
9 A!I required improvements shall conform to the current State of
Washington Standard Specifications for Road and Bridge Construc-
tion, and other applicable county standards and/or adopted reso-
lutions pertaining to Road Standards and Stormwater Mar~age-
ment in effect at the date of construction, uniess otherwise
approved by the County Engineer
c) COUNTY UTILITIES DEPARTMENT
~ 1 Pursuant to Board of County Commissioners Resolution Nfl 80-0418,
the use of on-site sewer disposal systems is hereby authorized This
authorization is conditioned on compliance with all rules and regulations
of the Spokane County Health Distr ict and is further canditioned and
subject to specific application approval and issuance of permits by the
Health District
2 The owner, his heirs or successors shall join and participate in
E any petition or resolution which purpose is the formation of a
; utility local improvement district (ULID) pursuant to RCW,
E Chapter 36 94, as amended The owner, his heirs and suc-
cessors shaii further agree not to oppose or protest any iegal
, assessments for any utility local improvement district (ULiD)
established pursuant to RCW Chapter 36 94, as amended
" 3 Any water service for this project shall be provided in accord-
ance with the Coordinated Water System Plan for Spokane
County
4 Each unit shall be doubte plumbed for connection to future area-
~ wide coliection system
j' 3
A i
~
File No ZE-149-81
~ d) CDUNTY HEALTH DISTRtCT
1 A combined surface water and sewage disposal detailed plan shall be
~ approved by the County Engineer and the Health District prior to the
issuance of any building permit for this project
w
~ 2 Sewage disposal method shall be as authorized by the Darector of
~ Utilities, Spokane County
~
~ 3 Subject to specific application approval and issuance of permits by
! the Health Officer, the use of an individual on-site sewage system
~ may be authorized
:
~
4 Water service must be coordinated through the Oirector of Utilities,
~ Spokane County
M
( 5 Water service shall be by an existing public water supply when
~ approved by the Regional Engineer (Spokane), State Department of
~ Social and Health Services
6 Disposal of sewage effluent beneath paved surfaces is currently
prohibited
e) COUNTY BUILDING AND SAFETY DEPARTMENT
1 The site is located in Fire District #1
2 A plan for emergency equipment access is required to be submitted
prior to any land development
' 3 Recommend approval with condition that prior to development af
~
f this property that an engineered water distribution system plan
` shall be submitted to the Spokane County Department of Building
and Safety This distribution plan shall include water main size,
O flows, locations, fire hydrant type and locations, water storage
~ tanks size, and location and design criteria
~
~ f) WATER PURVEYOR
M
~
1 I s within I rvin Water District #6
~
r 2 That satisfactory arrangements shall be made with the Water District
g) AIR POLLUTION CONTROL AUTHORITY
1 The Spokane County Air Pollution Contral Authority may require a
Notice of Construction and Application for Approval pursuant to
« Article V, Section 5 01 of SCAPCA Regulation I which states that this
form be filed with our agency whenever a new air pollution source is
~ instalied or constructed In any case, our agency would Iike to be
~ notified when plans are finaliied as to the exact nature of construc-
~ tion We do, however, require that appropriate measures be taken to
~ control fugitive dust during any preliminary excavation and site
~ preparation work
~ 4
~ ~
r
File No ZE-149-81
Z '
~
~
.
.
h) WASHINGTON STATE DEPARTMENT OF ECOLOGY
~ 1 Request an opporfiunity to review development plans for industrial site
a prior to any occupancy It is possible that some projects may come
~ under their jurisdictton for wastewater disposal
r
~
, E ORDER
~ The Hearing Examiner Committee, pursuant Lo the aforementioned, finds that the
~ application of John GiIlingham, for a zone reciassification as described in the
` applicat,on should be approved
i
Motion by Culler Seconded by Carstens
~
~
Vote Unanimous to Approve ( 3- 0)
~
HEARING:' :AMINER COMMITTEE
f ,
~ Chairman ~ I
I
~ n
~
ATTEST
WALLIS D HUBBARD
'i Planning D rectorq
gy
I Date
I
5
SPOKANE COUNbTY DEPARTMENT OF BUILDiNG AND SAFETY
r ~
~ NORTs! 811 1EFFERSON
SPOKANE, 1NASk1INGTON 99260
J
(509) 456-3675
I certify that 1 haveexamined this permit and state that the intormatfon contafned in H and submltted by me cr my agent tocompile said pernnit is true artd
cornecL In addition I have read and understand the NOTICE provtsions mctuded henam and agree to comply with same All provislons of laws artd
ordinances governing tAis type of work will be complled with whether specifted herein or not.The granting ot a permit does not presume to give authority
to viotete or cancet the prowsions oi any siate or Ixal taw reguleting construction or the pertarmance ot construcUon
SIGNATURE OF APPLtCAT10N
OWNER OR A(3ENT DATE
n~ TE- 0y ~ ~ 1R~ FAGi_" cs
Al l 1 ► ATION
FRrJrcl Nt1MEt[-R= $7000146 Fr~FCf-i NtIr;r~FR= 081~~~ (1134
FE~NIT uSE= ~~A6L Iit~ILDIi~~~
~0 115-t
STYE STRrFT= '4 W-5 E 41~)r4TCr11'lr'-nY f^) 1IF
fi1 I3 I31" r- , S = J F OKANE {AIA 9
rI..AT; - 905 I" I_AT NAMF- I-F ITTi ONI) ►;a)7
B[ 0 C!C I_ 01 F ClNF=- C, 1 T3 I u TIO = 1
AFEA=- 00000000 i to= F Wl 1) rW- 1 ?ca PN I.,TH= 299 k/W = C49
~ Or PLDr f ~ J)4 rI-1WrNc
nWNER= 140RoN PkorEr.YTE' r1-4, 1x~~-
I.rRPL1= 10805 L ~ON-rrsoM[ctY Av~
r~DDRCSS= Si-qKANF klA ?c7A
C t]rl 1A5~~ NAM'-- r M mICKk N FWl'1~L Nt1r#BER= 509 32.8- 16218
Bu cLDtNC SE-rAAc I<3 ~-r1ON r= LrFT.= ~ R !j ltT= 44 r~~AR= 15
Rrv IEW TNF"C~RMAi ION _
IqATE INIi
DEF'ARTMENi t~AMC Ri'"VTEW CC)Mi~FNT"~ TN/OLtT TN/Ql.lT
BUTLnZNG & SAFr TY 1 LAN REvSEW 4"1EE"~,fUCF CD 87021 GGM
CQUNTY ENL Z~~~R NEW CCIUNTY RbAT~ ~FrROACH slt?i?i GE,M
ENVl R0NM~ NTAL HEAL.Ti-I ]NCREASE 1N LCIT rt7VFRACE 870121 GGiq
CilUNTY FI_ANNIAtG STTF FLAN li!-VrF4! 5%LQLI LRGD 8701121 GGfi't
Ct)UN1"~ U1'IL1 TIES W/;.N fRIG1"iTTY iFWER AFiC'r+ 87-01 21 GCM
1
SPOKANE COUNTY DEPARTMENT OF BUIL.DING.AND SAFETY 4f iL
NORTH 811 J FFERS N
SPOKANE, WASH NGTO 99260
(509) 456 3675
I certify that I haveexammed this permit and state that the information contained m it and submitted by me or my agent to compile said permit is true itnd
conect In addition 1 have read and understand the NOTICE provisions included herein and agme to compty whh same Atl provlsions ot laws and
ordinances governing this type of work will be ccmplied with whetherspecified herefn or not The grantmg of a permit does not presume to give authority
to vialate or cancet tAe provisions ot any state or local tew regulating conshuction or the periormance ot constructiori
SlGNATURE OF APPIICATiON
OWNEA OR AGENT DATE
DA rl 01 0"1 03 ~ F AlrF-
N r 4J IL LI INUMr<F 1 87o(-)t i
~ j a~ 1 & I f f'-'° F Mr ajTCa0m[FY iidF
~ ~'(tl)ClAs i~ Tr (IKAN1 U f4 9
'Rtlr I DC ril F ~ Rm7 ►
C fJ i'' 1T s F A, N t'~:.~' 1 1 St r'~
Cf)L%r ~(,~►,TF.lf = F~~J"-[j Ttml- I 146lk - '>')i' Y=?': 0f.)~'~ x
r ~ ~ ~ r4~a~r~ r A Z CON i Rurj lor! r Nr
nk f-, I T -r N r-Y- I 14r)r4r=
rTREFT=
AJ)X~~ ~ ~ S
N& w= X 1-\i-Mr3~LL- FiTiDT T 7 QN= cwANGF 1)~E=
Dw~~ ~ U-N r ► S= c~~~ F LD= P►...rG hCTM i ~ 3ToRIr y- ~
~'~+LI)G W X D -)tj i ~o ~Q Fi = 11880
kLQ IARI< INix= '.!-IAND f GAP= Cr WFFo- N► NYDl-NANT-- N
- _ m I CKMIT b AI IJATION -w _
D1_ Vf 'K.[ FTTON (a► h` V l! I T1f 1- L SO F= T VAL U AT 1 f.`l N
WARLMOU` E VN 218~~ 46()8() 40
TCITAI_ wHLfJr- 4ot}8f3 00
- PEFmIT FEF°C _ ______w_______
ITEM DESCkTF"fxON MrA'~iJRE (;UANTTTY Fr"F AMDU:sT
CC1MMGRC1'AL VAI-UAT?0N Y QR L{LANK Y 395 00
PLAN RCVIEW f"C'E Y OR FcL ANK Y 256 75
STATF SUFCMARGE f QR L{LANK Y 4 50
FNERCTY TURCMAhGL ; QR BLANk y 15 aG
668.2-5
AMT FA I TJ= 00
EhlD OF RkPC1kT
~
~r
Spokane County
Department of Building & Safety
. JAMES L MANSON DIRECTOR
,
~
~ OF ZMS
1987
TO County Enqineers
Environmental Health
County Planning Department
County Utilities
FROM• Department of Building and Safety DATE•1/22/87
~
~
The attached percnit application/plan has been submitted to our ~
of f ices .
Pro3ect # 87onoi46
r
Parcel # 08541-0134 Address EAST 10502 MONTGOMERY AVENUE
A pre-construction conference regarding ttus pro3ect has been
scheduled far 1/28/R7 at n~crn a.m• in, the 8uilding aad
Safety conference room.
cc: Dennis Scott, P.S. ~
• .
~NX_
~ - L ~O/
NOM811 JEFFF.EtS~~N • sPOturO., wAMMNcTox "260"oso • Pxoris ~M 4WW75
/ b
~ i Spokane County
T ` Deparrment af Buildlng & Safety
~
,
- JAMES L MANSON DIRECTOR
TO Jim Legat, Utilities Department
Bob McCann, Engineer's Office
John Pederson, Planning Department
Daryl Way, Health District
FROM Tom Davis, Code Compliance Coordinator
Department of Building and Safety
DATE January 29, 1987
RE January 28, 1987 Pre-Construction Conference
Storage Building - East 10502 Montgomery Avenue
Enclosed is your copy of the minutes to the referenced meeting
Should you have any questions or need additional information,
please f ee 1 f ree to contact me
TLD p J k
cc Ewinq Micken, Architect
Rob Randall, Panco Construction
~ J
NORTH 811 JEFFERS4N • SPOKANE WASHINGTpN 9926000050 • TEI.EPHONE (509) 456 3675
btENUT$$
PRE-CONSTRUGTION CONF'RR$NCE
STORAGS BUILDING - EAST 10502 MONTGOMERY AVENUE
January 28, 1987
CALL TO ORDER: The meeting was called to order at approximately
10 00 a m by Building and Safety's Cvde Compliance Coordinator,
Tom Davis, with the followinq in attendance
PFRMIT REV'I8W PARTICIPANTS•
Tom Davis, Building and Safety
Pam Knutsen, Building and Safety
Jim Legat, Utilities Department
Bob McCann, Engineer's Offlce
Jahn Pederson, Flanning Department
Marty Robinson, Building and Safety
Daryl Way, Health District
APPLICANT:
Ewing Micken, Architect
Rob Randall, Panco Construction
SCOPE/PROJBCT DBSGRIPTION:
Applicant is proposing the construction of a 2,880 square foot
building to be used for storage by the tenants occupying the
existing bullding located at the same site Applicant noted that
there will be no outdoor storage
Sv14MARY OF DEPARTMBN'PAL RSQITIRSlII3NTS :
1 Buxldinq and 5afety (456-3675)
a. Fire Protection District No 1 requires installation of
a fire hydrant to be located on the north side of the curb
cut on the north-south street (Applicant mentioned that
there is no curb cut and will clars.fy the hydrant location
with Paul Chase of Fire District 1) Further, it was
clarified that there is no north-south street There is an
easement providing access to the rear portion of the
property
- 1 -
t ~
b Plans have been approved as noted A 30 inch parapet
is required
2 Engineering (456-3600)
a written comments were submitted to the contractor and
Building and Safety by Bob McCann
b Most of the conditions of the zone change have been
satisfied with the initial building permit Agplicant tv
refer to the "Conditions of Approval "
c The drainage plan submitted with the building permit
applYCation does not indicate elevations ar directian of
stormwater f low
d Need to know how the building will be accessed
(Applicant says there is an easement for the back of the
property ) Need document/proof showing there is an easement
for ingress/egress to the back property
e Access fram the north-south easement shows access to
the property goes either over the drainfield or the 208
area (Applicant noted that there is a 14 foot gravel strip
in that area )
f Engineer's suggested one possible alternative of moving
the access to the west with rnaybe some piping to accommodate
the flaw between drainage swales
g Existing drywell has concrete lid Does not meet
standards Must have a metal cap/grate
3 Health District (456-6040)
a Original permit issued in 1985 4riginal application
was for an office/warehouse to accommodate 12 employees
Cagacity was for a 1,000 galloa septic tank with 225 feet of
drainfield Drainfield was installed shallow (approxunately
12 to 18 inches deep) due to soil conditions in the area
b A barricade in the form of a concrete curb section,
rail road ties, etc , be installed to prevent vehicular
encroachment into the draiafield area
- 2 -
~ v v
~ ~c From a recent on-site review, it was observed that a
portion of the drainfield is under water and the surface not
properly graded Re-grading will be required
d After inspection of the site, it was noted that the
unit to the west is vacant, possibly used for bulk storage,
the middle section is occupied by All About Windows which
employs six persons, and the east unit occupied by Georgio's
Gym who employs two permanent employees and has
approximately 40-50 customers per day Georgio's has
installed rest room facilities, including shower stalls, etc
and estimates facility usage as one toilet flush per
customer per day
Investigation of the water meter readings through Irvin
Water District found the readings to be "very confusing "
Installation of the meter was in January, 1986 The meter
was not read until June of that year During that period,
18,510 cubic feet of water was shown as used One month
later, July, 1986, showed usage of 13,000 cubic feet July
through September showed comparable fiqures The last four
months, it has dropped off to be within the capacity of the
existing sewage system A six month average for the use of
the building from July, 1986 is 1,315 gallons of water usage
per day The permit was issued for a capacity of 540
gallons (Occupancy occurred sometime in June or July
There is one meter for the entire building ) The first
tenant of the building was the gym
Applicant is to investigate the water usage further and
report findings to Health District prior to gaining permit
release
e Should the investigation find the water usaqe to be
excessive, it is possible the drainfield will have to be
increased to accommodate the usage, which may encroach where
the building is proposed
If the water usage is within the capabilities of the
drainfield, then the only concern would be to have the
barricade, mentioned in item B above, and retro-grading of
the site
f Prior to the issuance of a building permit,
verification of the location of the existing drainfield must
be made, and showing the proper 10 foot setback from the
footings/foundation of the building
- 3 -
4 Planning Department (456-2205)
a Indicated that the occupancy of the gyrn will possibly
change the parking arrangements
b Existing uses within the building and square footages
devoted to a particular use needs to be identified in order
that the required number of parking spaces may be
determined
5 Utilities (456-3604)
a Double plumbing that is required has been completed
No further actio,n necessary
b ULID statement must be completed
c Should the water usage be more than the equivalent of a
two family consumption, then the double-plumbing piping will
have to be chanqed from four inch to a six inch
Reqmured Actions :
1 Daryl Way, Health Department, and applicant to further
investigate the water usage
2 Jim Legat, Utilities, to find out if ULID was ever completed
and notify the applicant if an agreement has not been filed
3 Applicant to submit to John Pederson, Planning, detailed
description of existing uses
4 Drainage plan needs to be submitted to Engineer's Office
indicating existing drainage flows including drainage controls
for the new building
ADJO : There being no further business, Torn Davis thanked
the applicant and the departments for their participation and
reminded all that he should be contacted if there are any
unforeseen problems which may arise
The meeting was adjourned at approxinnately 10 30 a.m.
Copies of Minutes to All Participants
File - Panco Construction,
East 10502 Montgomery
- 4 -
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~ COUNTY ENG
I N EER
R06ERT S TURNER
hf~~~e a~: ~i.id~► i-~ 1,.~'W~ I~ „'~11 1 n+.te #S.
COUNTY ENGINEER
.Wx.*jxxaaGW0v 99260
s s.+ C L o~s c«aL c
Januacy 27, 1987
PROJECT NAME Boron Properties
PROJECT ADDRESS E. 10502 Montgomery
PARCEL NO 08541-0134
Ref 87-006
The CounCy Engineering Departmeat has reviewed the above-referenced pro-
posal We would like to offer the following comments
(1) The applicant should refer to Spokane County Zoae Change ZE 149-81 A
copy of the "Conditions of Approval" for the zone change is attached
(2) The drainage plan which was submitted with the building permit
application does not indicate elevations or direction of stormwater
f low It fails to depict how the water from the roof of the building
will flow to the disposal area.
(3) How will the subject building be accessed9
(a) How is acceas gained from Montgomery Drive?
(b) What ie on-site traffic circulatfon gattern?
(4) Your contact person at the County Engineering Department is Jerry Sims
You may contact him at 456-3600
Co,,~ 6e
wqg 00vOr
NI [ k4-4 VAT IfeNGItPte e
~~.~l5
/~loT /1T~T 4u~Z 5f~WPublic Works Building North 811 Jefferson Street Spokane, Washington 99260 (509) 456 3600
1
/00"
Spokane County
~
, P~RartmerO Building & Safety
~
~ ~90
- JAMES L. MANSO24, DDltECrOR
LET fER 4F TRANSMI T 7'AL
DATE ~ ~ - / ~
TO ir Pollution Control Utilities Department
~ Engineer's Office City of Spokane
d_IWEnvironmental Heaith Fire District No
Planning Department Liberty Lake Sewer District
RE ADORESS
6Z
4WNER/APPLICANT RQ e_1F/
PARCEL NUMBER JQ~~ / _/~3 ° PROJECT NUMBER qe -3 7
PROJECT DESCRIPTION C`M; E7?
j iNOT2CE OF PRE-APPLiCATION CONFERENCE
An initial review for the described proposal has been sched-
uled for at a m in the Euilding and
Safety Conference Room Attac'ied is a preliminary site plan
fo.: ~ our reti iew
k IP4TICE OF PRE-CONSTRIICTION CONFEREPICE.
A foraal review for the descri.bed proposal has been scheduled
• for at a m in the Building and
SafeLy Conference Room Attached is a copy of the perma.t
applicat3oA, along with the site development plans for }our
reviek
Should you find that additional information is needed in order to
present your findings at the conference, please contact our office
jj>AEVISED SITE PLAN ATTACHED
U As required at the Conference for the above
proposal, attacned is the revised site plan dated _13' -90
Should there be further revlsions necessary, or if your
portion of the permit is ready to be released let ss know as
soon as possible after contacting the appli.cant in order that
we might keep informed of the status of the pro)ect
I IMEETING TO BE RESCHEDQLED:
u Please be advised that the Conference date for the above pro-
pos31 has bsen changed £rem 3t a m
to at a m
I IOTHER
U
wF.Sl' 1303 BROADWA Y • S!'OKANE, WAS[flNGMN 99260 • 0050 TFI.EPHONE (509) 456 3675
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SP4~iAN~ C~UNTY, VI~ASHIN~TON
P~II'~RQOM
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From Gary Nels~an & Svl
5u6~!~'+ 1}irect~ons
~lease make ~ cogies vne fo~ L$nd De~elopmegr~ on~e.for Tom '~~ke,~e for Spl~
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