Argonne N 609 LDM Inc - New Office Structure
(;c)rI c t I'e c aon y > >>c yi I ~ _ . ~ Business Name • mi C.,` ' .
C-~r c> , .
A!. I rNss ~'.3 ~ 9 al-V / S 1 ~ Aadci ress~ _L4
v 26 ~)_O Phone
E'tit►lle
G<~itnt y Con [ac t Perr~rn j~„~ O/\1 - Phone No. 456-3600
CUMMEltCIAL Bll C LU1NG PERM L'r ltEVIEW
'!'his building peronit review is intended to appraise you of the improvements (roadway, side-
walk, eurb, stormwaeer, etc.) which must be constructed in association with your building
permit. This cherklist will be filled out hy the Engineer's staff and a copy will be re-
tur.ned [o you at the time that the pecmit ia initialed by the Engineering Department. All
reyuirements shall be completed pcior to issuance of the building permit. All unchecked
boxes require additional research or informatton to make a determination.
1. Stormwater DrainaConsiderations
A. Per gufXeMnea or 'Stormwater Managemen[ 1981" both on aad of f9 e.
1. 208 Considerations* Yes Li
2. Flood hazard zone considerations** Li es No
3. S[ocm Drainage Plaa sLi No
I I. Planning Action Lwqd- 71
1. Rezone, Conditional Use or Variance oa property Li Yea Li No
2. Are requirements of planning action incocporated ti Yea ti No
into site plan
rII. Ri$ht of Way
1. Does permit necessitate R.O.W. dedication Li Yes ti No
2. Did zone chaage require R.O.W. dedication ti Yes Li No
3. Radius at corner Li Yes ti No
.
IV. County Road Improvements
1. Roads need to be imptoved. How wide
4es Li No
W
2. Curb Vyes Li No
3. CRP/RID agreement (Copy of deed, coatract, or ~ Yes Li No
title report required.)
4. Plans for improvementa provided s ~ A1o
5. Sidewalk VYes ~ No
V. Parkino Plan 6 Approach Location
1. Review and sign off by Traffic /Yes ti No
2. Approach Permit from Engineer' a Office YYes ti o
3. State or City eign off Li Yes No
s No
4. Is this road on 6 Year Plan ~ e
VI. ULID Agreement: es Li No
VII. Field Review: Preliminary Comments
~a y, r'
,n C. _
* All land withirl tlte Aqutfer Senstttve Area, where deemed feasible by the County EnKi-
neer, shall iiicorpnratp stormwater treatment to mitigaCe the po[en[taI for groundwatzr
degratiatfon. (See Guidel ines fur Sturmwatzr Management 1981, Spokane Board nf County
Commiasioner' Resolution No. 80-1592, as amendeci. )
Tlie iiurpc»t, b,t f 1ood ha2ard yone revtew t, to mittimize lus4es due t4 f laodtng in spe-
ciFic area-. iostgn~tod hy Flood liazarii Noundary maps on file at the C.nlinty Fngineer's
Uf Fice. ipakane Ward of C:atinty C;OmmiRSioner's Resolution No. 81-0726, as
am~~i4,l~cl. )
kl_QlJi:S'1' M'OIt D! :s l(.N 1j1;V IA I loN
ROACl biA1"1N' - - - - -
~ q
DA'1E (.diYlRlDfPI..,AT,/Z.C. No. _
t t,Uk.liAl./b`i'AI L Nk()JM~ l Not.
~tc~.~L~,r xt~r~.L~~u~_p~iCe SuI+~,Pj~._C=~► PRc~JEcT ~.~.MuTs_
oAt415 P-Do~ t-Pa-4K-l
~au . _ ~ c~r~at~ _ ~ WE
lrv EX L S l. 1Nt, CUNi f 1°t J()N b~ PYt[1P05 ED IMp`HOVEMLNT i
RaA U td Z DTH -+0
RoAu su~F&:g _ _ .~~►~~.Z- _
AVG. DAILY TMAlrTFiC ~ •
Cucrent Design Year
PKOaECr nESCktPTIur~ JEW~~666
~ ~ - - - ~ ~ - - _ _ _ _ _ - - _ _
aEscRIkTio~ OF STANaAtD TNVOLVEQ W~tC
0&s"rLCL'4_- C'_~
.,F-69X t~.~ 4014, • _.A_~ AJ-bk4-~a -Sc2.sj~
PRuPaSED DEsiGN nEVIaz•IONr~~.~.~ LjbqhU>
Vj-"o ^Lg-L it - in~~_~~ &T'
dm r►I (2,4n. W . _ ,
.ruszrFtCAxION lb!6 ty. WA tS.
"I&P *~IAP I,12~.~±-~ -t LA 4 .
"Mawm~ ~bi 40~
iblo
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Subm it t eci 8yT Z ~ t'►'~~ _ ~ ~ ~ ~
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,
- - - -
ApNrc,vrJ Not Appcuvc d
- - - - ~ ~ -
Sect ion Engineer ~ te
.
~ - -
_ - S - , - -
- 1 r - - ~ - -
~ • • ~ • ~ ~.~r ~ ~ ` ~ • , r ~ ~ ~ ~ ~ - ~ ~
~ ~ ~ M ~~r.~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ' - ~ - •
Approved Not Appr.,ved „
D - raf c- tngineer Dat
M"o
-
Approved Not Approved
je ~ Engineer • Da e
.
~
a q
~,o ~C,.~ ~L (L~c. ~~11;q~✓~~. ~ - ~
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- - ~
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Approved° Not Approved
Li
Di ion Eagineer D~at
- ,
,
_ - ~ '
~ ' ~~~°e~ - - - - - - - - - 11-inafn2eer Approved;Not Appruved
0 I _ iCou D~ e
!f
BUILOING PERMIT APPLICATION WORKSHEET
PLEASE PAINT AND COMPLETE ONLY THOSE PARTS OF THE FORM YOD UNDERSTAND
~ (Please return this original and your bullding plans to the Depanment of 9uiiding and Safety)
1 Ow+ter aName paat) (first) (rt►) Oepariment tleeOnly 11000,
Fes Gbmm "
2 PtoJect Addreas (not Melltnp Addrais) pr Fiod Name Space ZiP
N. &Oq A%12-6:304~4E: F:~
3 CitylQommuntty State SubdlvleionlPlet Name
V144. ;4u -r"41K60t4's a~ t-n
. AgleoW FWW No LOL elock 185144 O ~ I v 'L ~ I ~ * • * DEPARTMENT USE ONIY w • ♦
S Stc Gbda znne As:t If ZArre O ProJect No
8 D*MI 0 No ol8uildings 8q Ft IIlas Oepth Frontape
r1-5 .4~
7 Set Beclc-Front (L)S-t (R)S-2 Reer QarWM Trect Modute No lnitiate
zo il 1 •(o("
16 Ardtltect Flrtn Name Strea1 AQdrase *
DatAnl`~ C.N~2 ~ s-T~t~l.'sCt~ A a i A, N C 3 Zc C~i 1/ Ot-4
Zip aty state ' Phone
q4i2!S ('1' 4&-J -7(0100
(bntac! p~eropn Phone i/ d1He►ent 11'ten ebove
OontracM► Flrm Na}ne Street Addreea
L. p. h-t . i r► . t~! . t 8305 L, lt~ ~FMAt.la
23p city stme Phone
°WICOC5 SMK-4cht~ +k^ _ ' 15col' 4-6l ' 2.o+4-d--
oontact Pbneon uoense No Prrone rr alrrerent trian aeove
C*t4 M(LL--?-., t '
8 Owner/Agent (if dlfferent ihan 111 above) Busines9 Address
~ ~ AS $ I
g Zip Gty State Phone
( 1
12 Review Required Pien pheck (Y/N) Wher (Y/N) SEPA Exempi (Y!N) Date
,i~
15 Type Work ~ Bldg MH ~ New Replaze ° ptRer
^ Flre Z* Oema ^ AQdlAtter Move
1e DesCriee wak
BUl Lz> `.a', 6Q G ca~1~~-~C-
10 ~pltcant Name ~treet Address
Aes
tt zip Cltr state Phore
i I
~ Lender &treet Addres9 !
Zip City Stato Phone
( )
Contstt Pefson Phone il diFterent Ihan above
1 1
AdAItiorW lMarm.31ton
S0010 7 48
~S 3 ~G
I ;~.t, 4 a c.
.
~ S DEPARTMENT APPROVALS `
This is not a Permit
Applicatlort Type
(StanOard unless (Indfcated approvals requlred in either 'retease• or "retease with cortdltione"
otherwlse indtcated) space prlor to permlt iasuance ~
❑ Fast Track
0 ly Start / Release w/ o d 1 Hold 2
Environmentsl Heelth b/Commerclal, D Residential
W 1101 College O New Construction, ❑ Bidg aiteratloa/addltion
Aoom 200 0 Addiilonal atructure. ~
APPLICATION N
ConditlonslComments
w
. 00 ~
~ Plennlnp/toning. O Commer+cial. 0 Cert ol Exemption, 0 Franta$e;
N 721 Jefferson D Setbacks, 0 lot w/d, O lot size. I] uaelzane.
0 CU, varisnce, zone change, shoreline. O fence.
O~Other
Gortdltions/Comments ~~e.,
~v .s d ~,~lo r
~ ~
~ E Inesrs: 0 Co mer~clai. ~Oftsldentlal, C) Fiood Plain•
~ f
Y.20.,
N 811 Jelferson O dralnage C] new axesslapprosch. O fence.
Q road improvements
~ Condltions/Commenta
- ~ ,
~ Utllltles•
N 811 Jetterson
ConditianslComments 5r,!ZCCA1&rM" !S ~ZEpv~ f~E~.
`~•_s,~ ~i w lrz l~~i ✓'it~
j~-
~
Other. r
r.
Pian Exam
Fire Prev
ConditionslComments
~
~
r
~
' roject Repres8ntative ~
Telephone
, Agertcies Performing Speciet Inspection
a
E ~c~ ~ c~ I~c:'cc ~ ~ G ~v~~ ~~.•v <t r~ /~c-~~~ ,~30~l~ ~1zL~/0X~f~//~/C7 ►
0 2 .~1
3
1 Indkats abore or eftach cond111ons rolstlve b finel aa built epproval t,~~~~~/U~
~ ,
2 indkate above or attsch reasons lor hold
. . . - ♦ • ~ ~ . 5 p t~ _ .10
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CF.UM RAD S. ' . 32T y/~/~Vif~ L1 } G R pT
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~I ~ i • ~ ~ ~ ~ + r ~ ~ ~ ~ ~ + . , ~ ~ 9~.25 ~
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A
sa 130,4e'
~ r 15524
,
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~ CURVE DATA N0,1
8NQ2
3 I
~ ' r b ~t
I
4~ 140 07' ~
d I ~
Q = 5 6764
~y = ~ r~ ~ . T 125 00'
'td
L 248.7 3'
. p
N
R ~ 1449~ 53,
i.,{ ~ a{~~b,, } h ~J T S b ~ y~ ~ ~ • ~ t
T~' ,S {4~9IIJ ~ I ° yF 1 ~ 2 r" v t
i 9 1 ~ 9
~ ~ q J „ • y 1 ~ - ~ . 1 ' ~ 4
[ 1' . _ Pi ` 1 1 ~ , s
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1'MW~ic~ 91 ~ ~
i'964
~ ~ ~ • ~ . ~c ~
TYPE A CURP CALC
Name G. NELSON Date 5~~0-85
Froject ALKI AT ARGONNE
Width fram centerl ine to curb td
Fave. Edge E1 . Da 3i CL - edge Min. el ev. Ma>;.ei ev.
95p 24 12 95.~6~ 95.58
95.26 1). 5 95.38 95.57
95.42 10.8 95.552 95.736
95r45 10e5 95e57 9Jo76
9.'.,~p 53 10.4 95e 666 95.858
CLARENCE E. SINIPSON ENGIiVEER, INC.
CIVIL ENGINEERS AND IAND SURVEYORS
N. 909 Argonne Rood
Spokane.; Wcshington 99206
Telephone: 926-1322
, m
. cm p
~
.
SU$1ECT: r).►r► Mr' Ile''
Zc at' Rol0 J AUe
, na-TE•
~
`f~m ~,~A~ C'r.0v' sn e..r b T At-.!S 1 ie /"'lY`~ oin C_ - T11 ti CL ~-an cs e. fc
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c. 1/► ~ n
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G,[~Q trr - ~ 1 a v. t~ "~►,+o
5nD-1~. S6cr-~ -TZr' "1, I k ti
REcnwm
MAY
t -
- xi
%
.
~~gned ~ Po
RATIONAL FORMULA HYDROLOGY
DATE = 5/22/g5 DESIGNER = C SIMPSON BASIN A
DESCRIRTION = DON MILLER ARGONNE * ALKI
SUBAREA 1=.094 ACRES SUBAREA 1 RUNOFF COEFFICIENT =.9
TOTAL AREA =.494 ACRES COMPOSITE RUNOFF COEFFICIENT =.9
OVERLAND FLOW VALUES
'Ct = .15
L = O
N = .Oib
S = .'004
CHANNEL FLOW VALUES
L = 140
Z1 = 40
Z2 = .17d
N = .,416
8 = 0
S = .004
TD = .12
COMPUTED VAL'UE5
~DUR = 5.04
110 = 3.07
Q10 = .26
[~A = 26 Drywe- I 1
7
c
l~o r~ ~ul ~ I I er ( I 48 I
,
GM d~. S h~.~ s ~r s/8 S
Alkl A~~►,~ cOO
2 0' 20'
- - - D►s4 - -
e-Top Cur6 4;Cw6 ?%Cvw-6 -41Gvffe,- 2Y1,Gcoffv F P. E P ~
~
39+8Z3 ~ 199Co.4~'~A o ~
nn
t s9~. 3f Pt q~.o 2-. ~
Y ' 95.~5 - - - •O`Z -
~V`~- ~
gS.sa 9542 95.56i94.92 9 S.o6 9s.24- I Z.o 95 48
+ so 95,eo 1 95•38 9 s. s? 94•68 9 s•a7 95.U. 10.5 9s. 44-
0
9sss 9~s 74 9s.os 9s. z4--9S4Z ro• s sS 79
-t-~o q p
+ so c~ 95.97 9s 76P 95.o-7 95.zG 95.4-s Ip. s 95. 7b
~ IZ_ 5~ o-- 9s78
37 ' 95•C,7 958(c, 95-1l 9 5. 3G gs. Ss l o. 4 9s. 80
+so 9s.91
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• 8Q 4 _ • • • , n - ~ ` +00 LT,
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SIN lf~r 1 ~ ~ d ~ J ~ v ~ ~ ~ ~ ♦ ° )t ~ Y ~ 7 ~ •
ar y~ i l1
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0
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• a . o ~ ~ ~ CURVE OATA NO I 8 N0. 2
o = 140 aT'
~
J l
0 = 5.6760
~ i • T a 128.001
r
J , y ► ~ ~
r, A
S ~ f ~ ~ , L z 24e73' ~ ~ • .
N ~
R a 1003 53,
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C❑UNT1l'' ElwlG1[VEER
ROBERT S. TURIVER
CGt1hiTY ENGIldEER
Sga►sMWU ,WJLNszWarroIv 99260
50OPAb1E PUU?I*Y [.tALIWT NqUS~ Tu- K e, ~
. ~ ~
S~baivieian R1ame. 9 ~
I
~ Dear Sir;
Oae +of the reqairements set forth by the Spokane Coun[p Planning Commie-
sian ia connectian with the above-titled plat iavolves the filing with thig
office of a Street Improvement Bond. A preliminary iaspection of the plat has
been made by this office and the amount vf the 3tteet Improvement Bond found
tv be :
A Street Improvement Bond in the abQVe amount must be filed with this
affite prior to apgroval of the final plat. The band c,rill be released only
ugon eatisfactory completion af Che xequired street improvement. Flease
eontact this office whea work on the improvemant iB ready for inspeetion, or
if you desire additianal in#'ormation vr advice caacerning the wark.
Very truly yours,
Rabert S. Turner, P. E.
Spokane County Engiaeec
~
B3► ~
Publ3c Works BUilding North 811 Je#ferron Street Spokane, Washfngton 99260 (509) 456-3600
nC3Nn IE'-*`''
-r a. MA'rI= F=MF:ZM
-
"-'RQJEGT IVAT1E DATE
DRAI NADE Z TCMS UNI TS QUANT I TY F'R T CE C[] ST
i) DryweI 1- Type A EA. 1 11 l,---j0. OCti 1150.00
2) Drywel 1-- Type b EA. 1400. 00 0.00
7) Grate - Type I EA. 276.00 0.00
4) Gr ate- Type 2 EA a 290ra0 Ei . 0c)
5) Gr-at c- TypE 0' EA p 1 270.00 270.00
Ea ) Bac k,fi 1l F(3r DW CY 30 8.50 255.00
7) Concrete Inl et EA. 500.00 0.00
8) C„Ih, pipe 10" diaa LF 12.00 0d00
9) G. hl. pa po 12" di a. LF 15.00 C). 00
10) C. M. pi pe 15" dia. LF I8. do C►p 0n
11) Gelh. pape 18" rlia,. LF 21.00 0.04
, 12> PrecZSt Manhol e EA. 1440. O0 or oo
' 13) Sol id LZ d EA. ?7G« C~0 0.00
14) Ditch Excavati an CY 7.90 0.00
15> Sod SF 0.15 0.00
NOiI STAt'JDARD DRA I NAGC ITEMS,
1) O„ OG
2) 0.00
0.00
4' 0.00
5) 01.00
0.00
DRAINAGE SUBTOTAL 1675e04
16) Monuments EA, 140.00 0.100
17) Barra c ade LF 20. O0 0.00
48) Str-ret Si gns EA. 75.00 C►N (a0
0"1'HER SUBTOTAL 01.00
Road Narrie
19) Rowg Ih Gr ade CY 64.2 7.90 507 . lS
20) Base Course CY 12.00 01.00
21) Top Course CY 32.1 12.00 39vp 24
2'd'-'> Asph,al t Concrete Tons 32.9 Z346. a0 1184.40
23') Citrb Type A LF 258.1 4.25 1496.93.
24) Curb fiype B LF 5.20 4.00
25) Curb Type R LF 5.20 0.00
26) Si dewal k sQ YD 157.7 1~ . n0 .?O50« 10
NCIRi-STAPlDARD ROAD ITEMS
1) 0.00
2) 0.00
. ~ ~ 0.00
4) aa Uo
GRAD 1 NG qND SURF'AC I.iVG SURFAC I NG 5223.81
CRRND 7OTAL (:2
SrREE'I~ QUANr z I- IES
PROJEcT No.- nESIGNER-- Js DaTE-- 6~05~85
PRQ,7ECT UrE$CRTF'TION- IV 609 RR.#'.7QNNE RD
STREET # I
NAIIE- aLKz LENG-rH- 270 FT4 WIDrM- IOF-r.
BEGr NNINB sTpTION = -7712. 58 ENDING sTA-~ ~ ON = 3982.30
ONE s.~~I~ O€vLY ~~~DTH= 20,,00 EWIDr~= 10.40 cr~~DTH- 0.00
YERM # 1 ~ TAF'ER TAPER LEN1CTH = 70.00
"C"~RM # 2 ~ CRE3SS STRCCT IhtGLUDED E« 23.00 PW 23.00 Sk; 0.00 RAD 20. 00
' ITEM MEASUREi''IENT RUANTITY
S1.JRFACE #~REA--• 259$. .16 Sq F.
RDs~DWRY EXCAVATIUN .67 FT. 64. 22" C. 4'.
GkUSHED SURFACINt3 TOk' CQL.jRSE .33 FTa 32s 1 G,Y.
CRUSHCD SURFRCING BASE COUR~E 0.00 PT. ~ ~ ~ y,
ASF}t-'iAL~ CONCFr'ETE .17 f= T. a.x .9 TRN,.~"~
rUF'.~. EXISTSNU 0.00 F'T. ~RQPGSED 25B. # FT+
~ IDkWALK EX T STT NG 0.00 SY. PRI3PL]SED 157.7 SY.
TOTALS
_
ROAT}WAV EXCAVATION 12E3. 3 C.Y.
CRUSHED Si..#Ri= AC INC TOR COURSE 64.2 C. 5f A
CRVSHED SUR1'T7L..+I154L3 B►'7SE COU1~~~ 0.0 Cr f r
A5FHALT CONCRETE 65.8 '°I'QNS
GURB 516.3 FT o
SIDEWf'YLK 315.5 S'T a
~.........~r..."~'..~-..._.~=---~---~-...~~L ~~~'=~~-C~~ "~'"~.~~..W.,,..r'.....'..L~3~..., ~...^'..-.:w^,...."'~..'"^...+Yw.w.~~...'~
I
I
~
BOND EST FOkM
DATE
A PIt4.IECT 6 fl~ r`~ N~ ( -r . ,
Item # I1rainage items Units Quantitp Frice Cost
1) Dr ywe I]. - Ty pe A EA ~
2) Dr ywre 11 - 'rYPe 8 LA
3) 4~'ra[e - TYPe I EA
4) Grete , 'fyPe 2 EA
5) Gtate - Type 3 F.A j
6} Ba cltf # 1 i fo r DW CY
7) Ccancrete in1et EA
4) C.M. pige 10" dia. LF
9) C.M. pipe 12" dia. LF
~
lU) C.M. ptpe 15" dia. LF
11) C.M. pipe 18" dia. LF
12) Precast Manhole EA
13) So id I.id EA
14} Diteh ExcavaC.€on CY
15} Sad SF
I+ion Standard Drainage Ytems
1)
2)
3)
4)
Std Bdl Uwl Cone Dia Dia Uia OTHER
page Dwl Dwl SRF Inle t Fi pe Pi pe Pi. pe
1)
2)
3)
4)
5)
6)
7)
9b14
i
ITEM # STll ROA13 1Ti:MS UdVITS QUAh1TITY !'RICE C(1ST
16) Mon umen t s EA
17} Barricades EA
18} Street Sigrss EA Rcrad Name
Sectian #
Width
19) Rough Grade CY
20) Ba$e Gaurse GY
21} TopCour se CY
22) Asphalt Concrete TONS
23) Cur b Type A I.F
24) Curb Type 8 LF
25) Cut b Type R LF
26) SidewaZk SQ YD
Road Name
Sec tlon #
Width
19) Rough Grade CY
20) Base (burse CY
21) Top Course CY
22) Asphal t Concrete TONS
23) Cur bTy pe A LF
24) Cur b Type e LF
25) Cur b Ty pe R LF
26) SidewaLk sQ YD
Foad Name
Section #
Wi d th
19) Rough Grade CY
20) Base Caurse CY
21} T8p Course CY
22) Asphal t Concre te 7'ONS
23) Curb Type A LF
24) Curb Type B LF
25) Cux b Type R LF
26) Stdewalk SQ YD
Nan Standard Road Items
1)
2)
3)
4)
1
. ~
V ~t ` ♦ ' ~ ' . f ~ \ t1 ~
~ .
C'OUNTY EiVGINEER
,
ROBERT S. TURNER
COUNTY ENGINEER
~ -
SposAwn jWjL&mLzwo►aox 99260
SPOKAPIC COUMiy C41lA1lMOUSE
P c
S ~ J . ~ . .S 3 p d~
A"k; A+ &101v~--,
Gentlemen: RE,:
A review of the road, drainage, and parking pl'ans for the above-refer-
enced plat, short plat, binding site plan, and/or building permit has been
accompliehed• Areas of concern to ue are indicated in red on the attached
printe. Please make the correcEione and resubmit them to this office in ocder
tbat the review procesa mey proceed. idhen the plans are resubmitted,, mark all
chaages on t6e,revieed priat in color.
If you have any questions about thie review, please,contact us at
456-3600. _
Thank,you.
Sincerely,
Robert S. Turner, P. E.
~ Spokane County En,gineer
ary, S. Nelson, P. E.
Planning Engineer
GSN/,set
Attachment
5/30/4
I
Public UVarks Building North 811 Jefferson Stireet Spokane, Washington 99260 (509) 456-3600