Bowdish N 106 Opportunity Body Shop Repair Garage
. ~ y ~ ~ ~ ' ~
' SPBKANE COUNTY DEPARTMENT OF BUILDtNG AND SAFIETY '
-
NORTH 811 JEFFERSON
' $POKANE, WASHINGTON 99260
(509) 456-3675
I certify that I have examined this permit and siate that the information contained in it and submitted by me a my apent to compile said permit is tnie and correcG In
addition, I have read end understand the INSPECTION REQUIREMENTS/NOTICE provisions included herein and agree to comply wfth same. All provisions o( laws and
ordinSrices governing this type of worlc will be complied with whether specified herein or not. I understand that the issuance of thls permlt and any subsequent inspection
approvals or Certificates oi Occupancy shall not be construed to give auttarity to violate or cancel the provisipns of arry state or Iocal (aw r@gulatinp construction, or as a
warranty ot conformance with the provisions of any state ar local laws regulating construction.
SIGNATURE OF APPUCATION
OWNER OR AGENT DATE
~~°a~~.°r~:.i~~::~~:~~c~ E~~►.~rtY~~::r~:~~~:::: 8 8 0 0 10 zjr=fiT E~~ 05~24
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~c~xx~x~~c~~ri~~f~~x~~~~x~~•~~k~~a~~c-ac~~~~~~~•*•~~F~~ AF'F'LZGAT'lUN
S I l: TE S'7'RE[77' = 1(i6 N PCIWD:I: SI•-I FiD PFtr.t::EL~'ir=~ i65444-t7506
FlD D F4l::.S`,5' SPOKANfiW' WA 9rr?0t~
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SUBAF;E~`~ 1 = . :t ~?~3 t,Cl ~UB F~ FtiE_ A. :E ~:UCJC]F~F C:C7E~:F° F'T f~ I E~dT
"f CaTAL. AREH = . 1 8 AGRES L:.C11"1f='DSD i
. ,
i:?VEF:L.AI'JD FLQW ',lALUES
C: t 15
L - M14.4 '
N 16
S - , f::} 1 I
CI-Ifi,hdNF:L FLQW VAI_11ES
L - 314.4
z1 = 15
.G L = w 17 .r..
N r (-)1 b
B - C1
4 » 0 1
'TD = .157675
C:[IMF'{JTEn VALIJES
D L) R 15, C►
I 1 c;) 3. 18
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Spakane County Engineers ' Project:
N. 811 Jefferson 456-3600 Job No.:
Spokane, MA 99201 Disc.Na.:
File Naee:
TYPICAL SECTION DATA 2B-Jun-88
Roadvay half width FNTER--> 15 , 02:45 PM
Road Name ENTER--> Riverside Ave
Left or Right ENTER--> Right
Curb Type TYPE A COUNTY
Station Interval ENTER--i 54
MINIMUM MAXIMUM
Curb EL. Curb El. Edge Pave.
CENTER S SLOPE EDGE DISt. I SIOPE EDGE aIST FROM (-4.51 (-21 to fiutter
LINE CENTER- PAVEMENT C/L TO G/L TO PAVEMENT EDGE PVMT.from E/P + FROM E/P + SEIECT- Design Top Cerb
STATION EIEVATION LINE ELEVATION E!P EDGE FAVE i SLOPE TO CURB CURB H6T) CURB H6T) ED ELEV I 6RADE I 6rade
50.00 1.78 1.34 12.00 -3.61 4.00 3.00 1.11 1.18 1.78 -2.00
140.04 2.48 1.40 2.20 11.50 -2.43 1.12 3.50 2.54 2.63 2.53 -4.86 1.50
150.00 2.92 0.88 2.59 11.40 -2.89 4.78 3.60 2.93 3.42 2.96 -3.51 0.86
200.00 3.44 0.96 3.04 11.00 -4.44 0.80 4.00 3.32 3.42 3.38 -3.00 0.64
250.04 4.10 1.32 3.84 14.70 -2.84 1.60 4.30 4,11 4.21 4.11 -4.42 1.46
300.00 4.47 0.74 4.24 10.70 -2.15 0.8B 4.34 4.55 4.65 4.52 -5.12 O.B2
350.04 4.51 0.20 4.34 10.80 -2.50 0.12 4.20 4.61 4.12 4.12 -1.90 4.40
400.00 4.84 0.54 4,12 11.00 -1.09 4.84 4.00 5.04 5.14 5.04 -4.50 4.64
♦
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PHTE = I>ES:[ GhIER BAS I fia
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FF: O,.7 EC T N A M E: ,
DESC;R:I PT I ON
StlBAREA 1=, i::►~'~3~3~'ti, F4CRES 'SlJBAF;EA I RLJCVOFF COEFFI C: I E:NT = .9
TOTAL AF:FA = .0288---'3 ACRECi C: CIMF'L"lSTTF f-il_JI'JOFF rCIE'F"h I C i ENT = .9
. ,
QUERLAI'•jD FLOW VALUES
C t = .15
L = 314
(V - .(--y1b
S . 01
CHANNEL F-LQW VALUE,a
L - C->
T D =
fTC11'1F'UTE.D 'JALUES
DUF; = 5. C)(:)
I1c) L.1s
01c) . 08
OA
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R'ATI OPJAL._ F= Of;NtULA FAYDFtint_OG`s'
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„ R..> ' 8 8::~ Gf; E~
I-CY"FAI__ AF~EF', Pi C:hE::S COMf='OS T'TE RUNCIF-F CC3EF= F I C:[ EiVT = .5
C]VEFiLAIVD F LOW VALUES
Ct = .15
L = 3.14
hJ - . 016
S - .01
CHANNEL Fl_ClW VALUES
L 0
TD - 0
CUhiF'UTED VAL_UES
DUFi - E%5' . C) C>
I1C} - 3.18
L-1 10 . (_)5
G?A C). c_)()
1
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: CLARENCE E. SIMPSON ENOINEER, I,NC.
. CIVIL ENGINEERS AND LAND SURVEYORS
N. 909 Argonne Road
' Spokane, Wash i ngton 99206
' Telephone:926-1322
TO: C o .
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SUBJECT: ~t vCrs I c~ Avc- . ~ cK.ci &,e fl~ +rve-4 t -crc:
DATE :
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~-6qTrGNrd_ rc~~~~~ULA HYDRuLOGY
. .
DATE = 6/27/BB~ . ~ IGNEc-3 = ~ ~ ~ ~~PS'ON
PROt]' ECT NAhFl E = RT iJ ~ ~ ~ IDF AV E BOWDIa i-°i l- O EA{'-" _f
~~~CRIF'TION - SPOKANE ,.5TR~~TU~~ES , I
SUBAREA I _ . 108 fi`~CRES `,°iEJBAi~EIA I RUN0€::, F=
TOTAL AREA = .108 ,~C~,ES C 0 11 I T~. ~:U ~~ic~~~~ I_- ~~f~i r-~~~w- z C I E ra'r' ~ . ~
❑VERLAND rLOW Ur~!_UE,-~
Ct 0
L 0
N - 0 ,
CHAN1~~L FL_t3W "+JAI-I.JED L - 314 .
Z i = 15
= .172
N _ .016
. B - C)
s .01
TD = .157
CDMPUTED lJF`,Ll.~~~
Du r-+i r~l fk)
110 ~
010 .3 1
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RE4uEsT r•ott DEs tccv UEV lA'T IUN
. ,
ROAD NAME
DATE GKP/RID/ PLAT/Z. C. No.
1---
F EUE[tAL/STATE PROJECT NO._
PROJECT TITLE C)PPOR. T "tT`~_ ___~QQ~_ ~t Q P PROJECT LIMITS I OQ ~
~AN-jt_ -Silo~ -1r' aokzt Pc_UA" 0-k
EXISTING CONAITIONS: PROPOSEU IMPROVEMENT:
ROAD WIDTH aQ ~ klQ&L£
ROAD SURFACE
AVG. DAILY TRAFFIC ~ e5 -yetu-9,
Current sign Year
PROJECT DESCKIPTION k- LQQ ~ r~~
DESCRIPTION 4F STANDARD INVOLVED OL t k eIIJC~
PROPOSED DES IGN DEV IATION ~ 1Y, AG VE PS
JUSTIFICATZON bf_
cw ~'~1 1 S~b.+P . ~C~.~G. • '~,l~~ ,~Y~,P ,~i~ I -t h2~ QA/t*m- ,:~Q L.~ ~ i o~Kaf
_
Submitted By
Da te
J
. ' ' •
STAFN' KF;CIiMMENUA1' IOtiS . ~
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r-O-
Approved Not Approved
- • - _ -r~L~ /giect ' n - r Date
~
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- - ~ ti !'~7_ - - ~ = E'r~ _ ~ i= ~ _ _ G~~~ ~ ~ /~~i ~ ~~~'f c"'~~
Approved Not Appruve(i
Traffic Engineer Date
~t
Approved Not Approv
~ e ngineer Uate
&W -n- ~ ~ ~~:.~~4► -
j.C~L~a..~ ST D ~1~F ~
~~?~lsTs•v~ /✓4?~eu~ Q.1~cl ~ S ir~~rcT Co~Of i Qw/S. T.~gT 06v/.4~i„~ ~w~clyos~
~oV4't.~o~~ 1ZW c..,,~T'rf+_6✓&Sad-V~~~C/~^~,E~✓~Jc~i1a'-r1 .t62 ~'ir~s.i~1►G_
~ C2o ss REQ.vl&gD 22' a4v.ir~ Gv~~p~vE .s~►~E~ ~ Y~.4••~0 /-s S r~ t~L
A P*roPOL(P4-oF. Fat Tsr~s AVt*FbSED usE, Mo?C-: 24F 4 7-J¢ ,~-Uastj~cTi~aN ,
Approved Not Approved
kR- al 6
. vision Engineer V Date
Approved Not Appruv
County Engineer ~te
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8806170101
49 Q~ ' .
~ SPOKANE-COUNTY ENGINEERING DEPARTMENT '
r n~!lpNUE Spokane County, Washington 975 P;XE 1284
1NILLIAN~_ . /
A~~U1i~1R
~OKANE GQUK~`3l.WA51~1~
~ t RIGHT OF WAY DEED
. ,
IN THE MATTER OF RIVERSIDE AVENUE, No. 2544, RNOW ALL MEN BY THESE PRESENTS,
that-Arthur and Linda M. Fried, Contrac't Purehasers and R. Ruth Peters, Contract
Seller, of the County of Spokane, in the State of Washington, for and in
consideration of Mutual Benefits, 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, the following described parcel of land,
situated in Spokane County, in the State of Washington, to-wit:
The North S feet of the South 407.34 feet of the West 332.90 feet of Tract
153 of OPPORTUNITY, as per plat thereof recorded in Volume "K" of Plats,
Page 20, Spokane County, Washington.
Located in Section 16, Township 25 North, Range 44 East, W.M.
TO HAVE AND TO HOLD the same, unto the said Spokane County for the purposes of a
public road forever.
IN WIT E L WHEREOF, we have hereunto set our hand(s) and seal(s) this C4,day
Of {~r 1988.
/ a R. E. Tax Ex•mpt 4rthu rie
- ri,
'°''e 5 Fne tity Tr*es. Linda M. Fried
r
STATE OF WASHINGTON )
COUNTY OF SPOKANE ) ss
On this day personally appeared before me Arthur and Linda M. Fried personally
knowg~. ~o~;.~,: •~o be the individual(s) who executed the forgoing instrument and
ack~ia~~@d said instrument to be the free and voluntary act and deed of said
in~VANY~'Ar the uses and purposes therein mentioned.
r •
~ M~
GigeB'a~m~!'er;, ~Ynd and seal this day of 1988.
:
'~j~ ti . ! y . .
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1
Notary Public
In and for the State of Washington,
residing at Spokane, Washington.
(over)
,
. ,
, . .
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E{ClWST'RI 1VG CALCULAT I Ot'JS'
DATE = 6/08/88 DESTGIVI~F: = J5 ~.~;-2-1;°}TH
F'RC],:1 ECT 1'JAME = N 106 Bf.7WD I SH
r-- r-• r~ r. r r- h _ r-, ~ f. r- r-, r- r-h •r r'
V~ I d t fT. C~.
,
r a cI C.
; . o - . ,
t_+. t t. ~ . i_. 1A 1_! . 't- w i
-~r_-
~ ..1 . (=7~•_~~_~ I..! !
i r~ i r.. ~
C' 900
1Jw~~ i i w C~ ~ J.::. .i.. ~
20, 0 12(_)(=) 1.45 . 70 907 360 547
iJ. C) 1500 1.21 . 58 93 1 45C~ 4~S 1
180i ) 1.04 .50 950 540 4 I Cy
y
35. C► 21 1 f:) C> .91 .44 962 630
2400 . 82 . ~:r9 985 72C y 2 6 5'
45 : ?C:~t::► . ?=1 . `'u- `~796 81 C3 1 c3
95~:~ C-) c:y .63 . 1017 90C; I i
J~.
3130C) .64 . ~ 1 1046 99c> 56
60. c') 76 C) i) .61 . ,n9 1() F3 5 1 8 iD 5
65. C> ~9 C) . 60 . 1.219 1144 1170 _'26
o c~3 1 198 12 6 C-) - b ~
75.0 'iJt_)t? .56 .27 is 2F 1350 -123
80. C) 48(--)i y . ~i' . 2 5 I '2148 1440 -192
85. 5 1 C) C.) 5^ .2J 1287 1530 --243 I
w
qi i f 54~ f~~ . 5~ ~ .24 1321 1620 --299 ~
95.0 5700 .49 .2.9-4 i 365 17 iCi --345
100, Cf 6000 .48 .23 1 407 18OO 393
THE MAXIMUM STORAGE IS 581.75145227 CU. FT.
* The -ti me af cancentrat i an is 5 mi nUtes.
The Uridevel oped f 3. ow out iS c: .'f.S,,
-rEN YEaR sToRM caLc
- - - ,
f . . ' .
r-n i r-iq a: hIULI_ UATA . .
F:rr-or E3 9 : 7 hlVAL.. I U F'F;F;i=1t1
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' • RAT I OPdAL_ FORt"IULA FiYDROLOGY
I> AT E = 6/08/88 U E SI G NE Fc =Js
F'ROJECT NAME = h,.! if-"16 BOWD TSH ,
DESCF; I F='T T C7N f{U I L.D I rJf3 f'E~~F.M :I "f,
. ,
SUNARFA 1=. 4067 ACFiErn' SLIBAF:EA :i. E:f.JhJC?FF= E.: Ok-Ff= I CI E(`a71' _ .9
L.; P fi fC-: t_l I~, F-t E~i ri t... C~: LG C i'I F=' C:: `-a :L iE~. F~: CJ i~J 0 F F= G1 E...~=f- f= I.i C i`I~i 61
1 f -
ov~RLAran F L_ow 'JAL_UES
ct = .15
L. - i (_)U
IV . C116
S - .01
(sHEll'ahlE L FLOW VALUES
L - 0
T D 0
COMFUTED VaLUES
DUR - 5.00
110 = . 18
Q1C) = 1.53
C?A s C)c)
.
- ~ .
BOND ESTxMA"fF
_______________________-----.~-___~.______~____---___~w___.._._.---_.W._.__.-•-•-------_--___~_._._
PR(]JELT N 1C~6 1~owdish Rciad IVAME JS DATE 29-Jun-88
-
DRA T NAGE I l"EMS UN l: TS QUAN TY PR I C:E CpS7
1) Drywel 1- Type A EA 125(.-). 0.00
2) D r y w e l. 1-- T y p e Et • EA 1450.00 0.00
3:y G r a t e T Y P e f EA :L . c_) 3 1 Ca , OC) ;1 i) . 0
4 ) G r a te T y p e 2 EA 330, 00 0,
%5 i Grate - TYPe ;-3 ' EA 320. cita C). Oia
6 Ba c k: f i 1 1 Fr--r U W C Y 1C)._5 c=) 00
7Cc-increte I nlet EA 1. i) C-) ,4cj. c7c7 ;40. Oi)
B) C. h1. F'ipe 1()" L)ia. LF 6. tYia 121.00 72", caci
9? C. M» Pipe 1~" D.ia. LF 16. 5.j o 0.00
10) C.M. P i pe 1 5" I) i a. L. F 18.00
11) C. M. P i p e 1 8" D i a. L F 1M oo 0. oi)
12) P r e t a s t hl an ho1 e E A 14 ^5, c_) o c_l , C)c,a
13) 5o1 i d 1 i cJ EA 1. 0ca ; c i~~.~ y c i 3C_~ 0.
14) D i t c I-i Exc a v a t ic-n C Y 7.130 C), On
15:~ Sod S f= 0, 5 0. c_)c_)
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
NbIV STAIVQARp DRA I NAGE I TFMc3
~
~ .
4:)
5 )
6?
DRAINAGE StJEsTOTAL 12227'.
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
16i Mr-inum e n t a E A 00
~
17) Ba rri c a d e L F 0.00
18 ~ Street Signs EA 7=,J. 0. 00
C]THER~SUBfOTAL____.~______~..~_.~_.~____.~
GRAD T IVG, SURFAC I NG, CURB, AhiD S I DEWAL k::
19) Rough Grade CY 28.30 7.9~~~ 3(--)2. 57
T ~ 1 p C o Lt r s e C Y 19. 10 1 C). E=a 2. 4 E_~
:'1Bas e Cc-i_i rs e C: Y !C).6 t=} 0.00
4~.2a Asphal t Concrete Tons 1'E). 60 37.'D 0 742.84
223 p y Cur b T y p e A l.. F 344.30 5.50 18'93.65
24i Ci_tr b T y p e E-i L F 7.1o 0.00
5:- Cl_tr b T y p e FR L F 6.50 0, 0(~)
26) Sz dew a 1 k: S O Y D 14. 00
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
NON-STAIVDARD ROAD I TEMS
1) Relocate F.ire Hydrant LS 1000. 00 1.00
GRAD TNG AhID SURFAC:[ NG ~ 141 .,GRAiVD TOTAL 4 3 G) 3. 5
.
.
. . .
1. 1 . i . l : .
• • D Er} 1 G I I I~ J cS i..16 /y ti ~3
FF0 3 EC:T N c). -
F'F:CIJECT DESCFti I PT I C:1tV.- N 1<=>6 EtOL`iD ISl--E ROAD
NAP'1 E- F,' I V F: RSI PE t='Od E: L. ENG T H-- F T. W T D T F-I ~ .
PEG I IUN I NG 13TATI ON EPJD I CJG STf;'T i DN = 3 52? . 9{=F
QIqE: SI DE ONLY PW IDTH= 15. 0E:W I DTH= 10. 70 L?W I DTH=
T"ERh1 # 1: GkvSS STF;EET i NCLUDED EW ^i t_) c_; F'W C). t yc'_~ S}::: 00 RAD
fE~:fi'1 #'z : TAF'EF; TAF'EF; LErJGTH = 15.00
T TEh1 1''IEASURE1''1ENT QuarJT I 7`r
t=al.Jf;FAC:E AREA- 1549.56 S. F.
F;QADWAY EXCAVATION .67 F=T. 318.' C. Y.
CR1..)SHED SUFiFAC I R1G TOF' COURSE L FT. 19.1 G. Y.
C'RUaHED SUF1FAG I hJG E+ASE COUF:SE 0.00 FT. 0.0 C.Y.
FiSF'HALT C;[INCRF TE .17 FT. 19.6 T0NS
Cl.1REc E X I S'T I NG C).00 F"!' . F'F;OF'QSED ~ 44 .3 FT
TC..~1TAL.a
RC3ADWF+Y E XGAVAT I QN 38.7. C:. Y.
CRUSHED SIJFiFACI NC".-~ T[3F' GOUF«E 19.1 C. Y.
CRLJSMEI) SURFAC xNG BAaE COUF;SE {).C) C. Y.
ASF'HALT CONCRETE 19.6 TaNa
cURB 344 . ~ FT.
.
. , . , . " .
BOND EST FORM ' •
PROJECT 14) 60 j~o C&4' eR NAME ~ DATE ~cf
Item # Drainage items Units Quantity Price Cost
1) Dr ywe 11 - Type A EA .
2) nr ywe11 - Type B Ea
3) GYate - Type 1 EA 4) Grate - Type Z EA
S) Grate - Type 3 EA
6) Backf ill for DW CY
7) Concrete inlet EA ~
8) C. M. pi pe 10" dia. LF (o ~
9) C.M. pipe 12" dia. LF
10) C.M. pipe 15" dia. LF
11) C.M. pipe 18" dia. LF
12) Precast Manhole EA
13) Solid Lid EA ~
14) Ditch Excavation CY
15) Sod SF
Non Standard Drainage Items
1)
2)
3)
4)
Std Bdl Dwl Conc Dia Dia Dia OTHER
Page Dwl Dwl BRF Inlet Pipe Pipe Pipe
1)
2)
3)
4)
S)
6)
7)
96/4