4th Ave E 15504 Pole Sign for Convenience Store
SPOKANE COUNTY DEPARTMENT OF BUILDING AND SAFETY
NORTH 811 JEFFERSON
SPOKANE. WASHINGTON 99260
(508) 456-36T5
I certdy that 1 haveexammed this permit and state that the informatton conteirted in ft and submiKed by me ot my egent tc comptle said permit is true and
rArtecl In addition, 1 have read and understend the NOTICE proviatons inciuded herein and agree to comply wrth same All provisions oi laws and
ordinances gavermngthis type ot work will be complied wlth whether specified he►etn or not Thegranting of a permit doesnot presume to giveauthority
to violate ot Cancel fhe provisions oi any stete cr local 18w regufatmg construation o► the performance of constructian
SIGMATURE OF APPIICATION
OWNER OR AGENT DATE
F'FOJECT NUMBER= 8740 i 314
DATE= 05/14/87 P'AGE= OS
AF'F'LICATION
S I TE STkEET= 15504 E 4 TH AVE PAF(CELIV= 24542-9054
ADDkESS= SF•OKANE WA 992106
' P~RMIT USE= PQLE SIGN FOk CONVENIENCE STORE
F'LATIV= 999999 FLAT NaME= kANGE
EsLOCK= l_OT= ZQNE= LB DIST'r= F
AkEp= 04000000 F/A= F WIDTH= DEF'TN= k/W=
4 OF BLD►GS= i T DWELLI NGS=
OWNER= GIRCLE, K COFiF' PHONE=
STkEET= 15504 E 4TH AVE
ADDRESS= SFOKANE WA 99206
C4NTACT NAME= DZANTlE F'NONE NUMBER= 509-489-9194
BllILDING SETBACKS FRONT= LEFT= RTGHT= kEAR=
RFVIEW INFORMATION
DATE
DEFAFTMENT NAME REwIEW COMMENT~ IN/OUT IAlITlALS
BUILDING & SAFETY F'LAN REVIFW REQUIRED 870514 GGM
CQUNTY ENGINFER STTE F'LAN REVIEW REQUIRED 870514 GGhf
Pe2 s, fe- 7y4.V
COUNTY F'LANNIidG SITE F'LAN REVIEW kEQUIkED 870514 GGM
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~ (THIS IS NOT A PERMIT)
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' BUILOING PERMIT APPLlCATION WORKSHEET
PLEASE PRINT ANO COMPI.ETE ONLY THOSE PARTS OF THE FQRM YOD UNOERSTAND
COMRLETE tN INK
(Please return this original and your building plans to the Oppartmznt of Builqing and Sateiv)
SNADED AREAS ARE FOa DEPARTMENTAL USE ` ►"s+9~['C+ l4umt~r
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Subdwtgwn/P18LNamelShorl Plat Number
Asnesao► Pwnel Number Lot Blodc Pta1 Numoer
P+@rtlnent fite NumDers Zone Comp Cenaw Traet
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Number af Owelltnp Units kumber at W iau,ga Lot We (sa. Fi lAae) oeptn Frontage
Frani SetOack l.eft Setfaelc Aiflht SetDack Rear SetQadc
Adeillrorsai Intonriatton Siuare Footap
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DEPARTMENTAL,FiEVIEW
Cond ArpProved AoprOVt~I •
Environmental Heaith PermitiNurnber
❑ W 1101 College
FRoom 200, ~
,
PlanninslZoning
❑ N 721 JefFerson '
• ~J ~ ~ ~ ~ V ~ ~ I'~111~ ~.,,~~ii
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Engineers Permit Number
❑ N 811 Jefferson
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Utilities
❑ N 811 Jefterson
Plen Aevfew/ Fire Prevention
❑ N 811 Jefferson '
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Other, (SEPA f CrItlcel Meteriei /etc )
❑ -
❑ Fest Track/Speclel Inspection lnlormetlon
Project Representative Phone
Address
t certify that I have examined this appfication and state that the information contained in it and submitted
by me or, my agent is frue, aorrecl. legal, and binding
Owner s SignaturP Date -
RATIONAL FORMULti HYDROLOGY
DpTE = 10/9/86 DESIGNER = G. NELSON BASIN AREA #1 + qREA #2
F'RDJECT t`lAME = C T RCLE K AT IV . E. CORRlER FULIRTN AND 5iJLL I1VF,CJ
DEscRIP-r z oN =
, SUBAREA 2= .19 ACRES SUBAREA 1 RUidOFF COEFF IC 1 CNlT = .9
SUBAREA 2=. 06 ACRCa SUBAREA 2 RUNCJFF COEFi= Z C I EiVT = . 1
TDTAL AREA = a25 ACRCS Ct11IPOS I 1'E FcUNOFF COEFF I C I EI4T ~ .708
OVERl..AIMD FLDW VALUES
Gt = .15
L = 100
N - .016
s = .02
Cf-IAPJNEL. FLOW VF,LIlES
L = 0
TD = 0
COMPUTED VALI.,IE.S
DUR - 5.00
tio - 3niB
Qzn = .56
OA - 0.00
+
,
• BOWSTRINQ CALCULATIONS
DATE =1q1gIH6, DESIGNER = G. NELSDN BaSIN AREA #ki
FROaECT NAME = CIRCLE K AT N.E. CORNER FOURTH AND SULLIVAN
DCSGR J PT x Di4 =
t r I ntensx ty Odev, Vin Vout Starage
(min.) (sec. ) (xnp/hr.) (c.f.s. ) (cuA ft. ) tcuo ft.> (cu. fto )
5.0 ~C 300 3. 18 .56 226 90 1-06 !LO
4' Ll ?
.i.n ryp 7C7
Ln0 2 » G " pT w"A f0 278 IBV
t~•! `1 G1V
15.0 940 1.77 .3 1 ~ 14 230 44
20. C) 1200 1.45 .26 ~ 4 369 -26 ~ x ~~Q 1.21 . ~ 1 ~ 4~ 450 --1G7
30. 4 1E300 1. 04 .18 350 540 -190
35.0 2140 .91 .16 355 630 -275
40.0 2400 .814, .15 3 6- -'s 720 --357
45.0 2704 .74 . 1 "s 367 S iG -44 3
50w 0 Z3000 .68 .12 37%3 9VQ -527
55.0 3-ti00 • 64 s 1. t .:00..~ 990 -605
60p0, 3600 .6J .11 400 1080 -680
65.0 Z7,4900 .60 .11 421 1170 -74 9
70.0 4200 p58 .10 44~ 1260 -818
75.0 4540 .56 .10 452 1 ~50 -898
E30. 0 4800 .53 .09 460 1444 -980
85.0 5100 .52 .09 474 1530 -1 C?5Er
90.0 54010 , 50 .C)9 487 1620 -11 3%3
95,,0 5700 .49 .09 503 1710 -1 2C17
100.0 6000 .48 .08 518 18no 1282
THE MAX IMUhi STOFAGE IS 1 36. 26972 CU. f=T,
* The time of concentration is 5 mx nutes.
"f he Undevel oped f 1 ow out 1 s .3 c. f d s.
TEN YEAR STflRM CALC
RATIOiVAL FORWIULA NYDROLAGY
DATE = 1 O/ 9/8b DES I GNER = 6. NELS0N sAs Y ra F1REAS #3 + pRCA #4
PRQs7 CCT htAME = C I RCLE Y AT 1'J. E. CORNER FOLlRTH AIVD SULL iVF1N
T3ESCRI FT I CJN =
SUBAREA 1=,3*2 ACRES SUPAREA 1 RUNQFF CClE1= F I C I EN7 = .9
5L1PAREA 2= .064 HCRES SUHflREA 2 RUNOFF COEFF I C I ENT = .1
TOTAL AREA = .12184 ACRES COMFC3S I T'E RL!NOFF CQEFF I CI ERlT = .766666666667
OVERLANP FL.OW VALI.lES
Gt .15
L = 100
N ~ n~16
S = .02
CtiFiNNEL FLQW VALUES
L = 0
TD = o
CQIIFllTCD VALUES
DUR 5.00
110 ~ .-)r J.'s
010 ~ .94
OT1 0.0d!
, RC1W57R.C NG CALGULAT I ONIS
DFi7 E= 1 0! 9/8la DESJ[ GNEFZ = G, NELSQN L-+ASI N AREAS #3
PRQJ CCT nIAff'riE ~ C I RCLE K' AT N. E. CORIWEF' Fal.lRTH HND SULL x VAN
I7ESCR I FT I ON =
t t T n tensz ty Qdev. Vi n Vout StQraqe
(min. ) (sec. ) ii n. /hra ) (co f. g. ) (cU, ft. ) (CLIo f k. ) tctt. ft. >
5.0 ~ 3% 0 0 3.18 .94 3% 76 9C) 2e6 10.0 600 2. '24 .66 463 180 283
15.0 9L~U 1.77 .52 522 270 252 ~ /pk-A Q~Gl~
20.0 1200 1.45 . 43, 556 360 196 j~~
25.0 1500 1.21 .36 571 q 50 121
30.0 1806 1.04 .71$1 582 540 42
35.0 2100 .911 .27 590 6340 °40
40.0 2400 fl2 .24 604 724 --11 b
45.0 2700 .74 .22 b l d 8iC1 --200
50.0 3000 68 .20 621 900 --279
55.0 3--3400 .64 .19 641 990 -349
60.0 3600 .61 . 18 665 1 084 -41 5
+Sit 0 71,900 .60 .18 701 1170 -469
70.0 4200 .58 .17 735 1260 --5275
75.0 4500 .;b .16 752 1-330 -598
80» C1 4800 .53 .16 765 144 O -675
85. 0 5100 .52 .15 789 1 5ZO --741
90. U 5400 .50 . t5 glo 1620 -91 G
95.4 5700 .49 .14 8~7 1710 -57'o
100.0 6000 p48 .14 862 1800 -938
7"i-dE MAX IivIUM STORAGE I S 286e:49 i84 CU d FT.
* The ti me of conceniratinn is 5 minLttes.
1`he Undevel oped f1 ow out i s .3 c.f.s.
"rEN YERR S,rORM CALC
:
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CIRCLE K STORES
4TH AND SULLIVAN
STORM DRAINAGE ANALYSIS
The site is divided into four very small drainage basins as shown an the
attachEd map. By inspection, we can say that the time of concentration
for any one of the basins is less than five minutes. Pertinent data con-
cerning each of the basins is tabulated as follows.
Area 1* Area 2 Area 3 Area 4
Total Area (ft.2) 4,990 5,955 99635 7,300
Impervious i urface
Area (ft. ) 39350 t- 49930 =~'A8CJ 8,015 ~ 6,120: ~~~13s
~ .I qx`~ 32-'0c.
Landscaped Area (ft. 2) 19640 -t 19025 = a66s 19620 ~ 1,180 AT.-
z .a~.At
Sub-Area Designation 1P 1L 2P 2L 3P 3L 4P 4L
Sub-Area Runoff
Coefficient 0.9 0.1 0.9 0.1 0.9 0.1 0.9 0.1
Weighted Runoff
Coefficient (Total 0.63 0.76 0.77 0.77
Area)
Required M.3) 8' Ponding Vol ume 140 205 =34s 334 255
*Area 1 includes roof drainage totaling approximately 3,100 ft.2.
The Bowstring Method Detention Basin Deslgn Tabulation for Area Nos. 1 and 2
in series and Area Nos. 3 and 4 in series is attached and verifies the
adequacy of one single barrel drywell placed in each of Area #2 and Area 1#4.
~
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f L
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~ k&401 -
t BOWSTRIAIG METHOD
DETENTION BASIN DESIGN
Time Increment (min) S
Time of Concentration (min) G 5'
Outf low ( c. f. s.) Guef MJ44J 7~ G~M #Z W7'~A
a r/► ~~t/1..o` t--
Design year flow (yr. ) A5
Area (acres) 0•1157 Developed "C" factor 0.lo!)
Area x "C" 000 % ?pa' 57~~ ' 3
7426 ST1~aA~ ~i~ t~E 10
#1 #2 t #3 #4 #S #6 #7
Time Inc. Time Inc. In[ensity Q dev. V in D out Storage
(min.) (sec.) (in./hr.) (c.f.s.) (cu. ft.) (cu. ft.) (cu. ft.)
U1 * 60) (A*C*#3) (see below) (outflow*#2). 0546)
I 7-$ I D. ZZ I M - M 9;3
t . -
~ io I boo I 2.24 ILL?,
I is I 900 i.» ~ 0.17- I I24> I ~C,7
I 20 iaoo I 1.45 I zs I isoo I 1.21 0.08 I 1Z415
~ 30 ~ 1800 ~ 1.04 ~ D. O1 / 33
~ 35 ~ 2100 ~ .91 D~p 0"
~ 40 2400 ~ .82 ~ C~• b(p ~ I 55-0 1140
~ 45 ~ 2700 ~ .74 ~ 0• 05' 14~
~ 50 ~ 3000 ~ .68 ~ 0,05 ~ 55 ~ 3300 ~ .64 ~ 0.04 C)- ~ 13 fo
~ 60 I 3600 ~ .bi 14$ I 8
~ 65 ~ 3900 ~ .60 ~ Q• 0~ ~ 1~ O ~ ZO
~ 70 4200 ~ .58 ~ tj, 1) y :~3 Z ~
j 7s I 4500 I .sb I 0,014 I 1c3q I
~ 80 ~ 4800 ~ .53 5-7AO ~ .
I ss ! sioo I .52 I 0.04 I 7.0 f5 I 6$ ~
~ 90 ~ 5400 ~ .50 #nki ~ Z20
~ 95 ~ 5700 ~ .49 ~ 0,03 ~ 1-794
~ 100 ~ 6000 ~ .48 ~ C) rD3..~
Vin = 1.34 * Q dev * t f or t< Tc
Vin=Qdev* t+.34*Qdev*Tc for t>Tc
306/6
~ s-
: A054 #Z _ g
,
~ BOWSTRING METHOD
DETENTION BASIN DESIGN
Time Increment (min) 5
Time of Concentration (min)
Outfiow (c.f.s.)
Design year flow (yr.)
Area (acres) D. /37 Developed "C" factor 0•7(o
Area x "C" p, vzo,!~~ &Vaal .Z°~i , /Zv'b 3
~ ~ 7'Tr
#1 fl2 t #3 #4 #5 #6 #7
Time Inc. Time Inc. Intensity Q dev. V in V out Storage
(IDin.) (sec.) (in./hr.) (c.f.s.) (cu. ft.) (cu. ft.) (cu. ft.)
M * 60) (A*C*#3) (see below) (outflow*#2){ 0546)
s i I S: r$ I o. -~.3 i ~ I qo ! 4c~ ~
10 ~ 600 2.24 ~ 0.7-3 180 C>- is I 90o 1.77 Z 70 ~-o-
Zo I izoo ~ 1.45 I 0.15 (~o I- 0
25 ~ 1500 ~ 1.21
30 ~ 1800 ~ 1.04 ~ 0.11 35 ~ 2100 ~ .91
40 ~ 2400 ~ .82
~ 45 ~ 2700 .74
' 50 ~ 3000 ~ •68
1 55 ~ 3300 j .64
~ 60 ~ 3600 ~ .61
~ 65 ~ 3900 ~ .60
70 ~ 4200 ~ .58
( 75 ~ 4500 ~ .56
80 ~ 4800 ~ .53
~ 85 ~ 5100 ~ .52
! 90 ~ 5400 ~ .50 1 0.067 12 -5 Co Z-0
~ 95 ~ 5700 1 .49
~ 100 ~ 6000 ~ .48
Vin = 1.34 * Q dev * t for t< Tc
Vfn~Qdev* tt .34 *Qdev*Tc for t>Tc
306/6
j~ 4o7i
~ ~
ARPM 3
.
~ BOWSTRING 1►ETIIOD
DETENTION SASIN DESIGN
Time Increment (min) 5
Time of Coacentration (min)
outflow (e.f.s.) ~►~r~.;,a~~ ~„ir d~.~~'~~ 6 ~ ~3 ;s
Design year flow ( yr. ) SA"ZO`A~/h
Area (acres) ~.ZZ Developed "C" factor GL 77
j~
Area x "C" 00
` ?.D0 S~t~~+~ ~c✓ = 33q ff3
7.t~`o S~avA~~ro~?J4d = 33 eg
#1 #2 t #3 #4 #5 #6 #7
Time Inc. Time Inc. Intensity Q dev. V in V out Storage
(min.) (sec.) (in./hr.) (c.f.s.) (cu. ft.) (cu. ft.) (cu. ft.)
(#1 * 60) 1 (A*C*#3) (see below) (outflowr*#2) 0546)
Q, ZL?
~ 10 ~ 600 ~ 2.24
I is I 900 I 1.77 I Q. 30 ~Ic3 I
~ 20 I iaoo ~ 1.45 ~ Q. ZS o- I~~! !
25 ~ 1504 ~ 1.21 ~ C,~• ZI
I 30 1800 1.04 35 ! 2100 ~ .91
40 ~ 2400 ~ .82
45 ~ 2700 ~ •74
50 ~ 3000 ~ .68
~ 55 ~ 3300 ~ .64
~ 60 ~ 3600 ~ .61
~ 65 ~ 3900 ~ .60 ~ 0.10 ~ ~10~ n54
~ 70 ~ 4200 ~ .58
~ 75 ~ 4500 ~ .56
~ 60 ~ 4$00 ~ .53
~ 85 ~ 5100 ~ .52
~ 90 ~ 5400 ~ .SO
~ 95 ~ 5700 ~ .49
~ 100 ~ 6000 ~ .48 ~ 0,05 /403
Vin~ 1.34*Qdev* tfort<Tc
Vin = Q dev * t+.34 * Q dev * Tc for t> Tc
306/6
0
~7
~
~ BOWSTRING METHOD
DETENTION BASIN DESIGN
Time Increment (min) 5
Time of Concentration (min) L -5'
L~,
Outflow (c.f.s.) Q,?~ ~-*A~ ~~x/yt~/ G~
~
Design year flow (yr.) / O
Area (acre s) ('j ,/loS Developed "C" f actor (3, 7 7
Area x "C" Qt j 3
`ZVs' peybo= ZSS-//3 3
g'{~ ~•r~t, ,pa~aLu~ = ZS3 ~ . .
#1 #2' t #3 #4 #5 #6 #7
Tfine Inc. Time Inc. Intensity Q dev. V in V out Storage
(min.) (sec.) (in./hr.) (c.f.s.) (cu. ft.) (cu. ft.) (cu. ft.)
M * 60) (A*C*#3) (see below) (outflow*#2) 0546)
y S ~ i .~•T$ ~ ~l ~ ~ ~ ~ ~ S~~
,
~ 10 ~ 600 2.24
~ 15 ~ 900 ~ 1.77
~ zo I 1200 I 1.45 j Zs isoo I 1.21
I 30 I isoo I 1.04 ZSZf3- 5Vo I-- o'
~ 35 ~ 2100 ~ .91
~ 40 ~ 2400 ~ .82
~ 45 2700 .74
~ 50 ~ 3000 ~ .68
~ 55 ~ 3300 ~ .64
~ 60 ~ 3600 ~ .61
~ 65 ~ 3900 1 .60 j U,U~ ~ 3 l Z f 7 5A 1,170 ~`C~
70 ~ 4200 ~ .58
~ 75 ~ 4500 ~ .56
80 ~ 4800 ~ .53
85 ~ 5100 ~ .52
90 ~ 5400 ~ .50
95 ~ 5700 ~ .49
~ 100 ~ 6000 ~ .48 ~ C). O(o
Vin = 1.34 * Q dev * t f or t< Tc
Vin = Q dev * t+.34 * Q dev * Tc for t> Tc
306/6
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. •
ss~zz3~- 8 6 'l FAE 147
SPOKAAdE COUNTY ENGINEERING DEPARTMENT
Spokane County, Washington
RZGHT OF WAY DEED
IN THE MATTER OF 4th Avenue, A1o. 1292, KNOW ALL MEN BY THESE PRESENTS, that ~
Harlan D. and Maxine H. Douglass, husband and wife, of the County of Spokane, in '
the State of Washington, in consideration of the benef its and other valuable ~
consideration, and the 6um of One and no/100---Dollars ($1.00), paid them by the ~
County of Spokane, the receipt whereof is hereby acknowledged, have granted, ~
bargained, sold and conveyed, and by these presents do grant, bargain, sell and
~
convey unto said Spokane County, tbe following described parcel of land, situated q
in Spokane County, in the State of Washington, to-wit: `
~
The South 5 feet of the North 30 feet of Parcel "A", described as follows:
~PARCEL "A":
The North 225 feet of the West Half (W 1/2) of the Northwest
Quarter (NW 1/4) of the Southwest Quarter (SW 1/4) of the
Northwest Quarter (NW 1/4) of Section 24, Towaship 25 North,
Range 44 East, W.M., in Spokane County, Washington; EXCEPT the
East 150 feet thereof;
AND ALSO the South 10 feet of the Nortb 30 feet of Parcel "B",
described as follows:
PARCEL "B" t
The East Half (E 1/2) of the Northwest Quarter (I3W 1/4) of the ~
Southwest Quarter (SW 1/4) of the Northwest Quarter (NW 1/4) vf
Sectioa 24, Township 25 North, Range 44 East, W.M., in Spoksne
County, Washington; EXCEPT the East 102 feet thereof.
, M
Located in Section 24, Township 25 North, Itange 44 East, W.M. ~
.
TO HAVE AND TO HOLD the same, unto the said Spokane County for thE purposes of a
.
public road forever. C
. .
/
IN WI ESS WHEREOF, we have eunto set our hand(s) and seal(s) this daq ~
of ~ k, 191r~ . ~
a ~
It E. EXCIS 7aX EXertlpi
r ~
Date ~ a? 3 ,19i to
Har a . Douglas~' ~
Spokane Gounty Treas.
~ ~ ►
~ axine . ou
M ass '
7,4 E.74 Z - 9G 8- 9os q .
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U(r 8r5 /~'os Ew o o d , `
~ con cG.?Q7