1st E 6818 Chrysler Plymouth - Add Service Bay
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BLD1G. p'ERWT # -or -FILIE# B9317lr3
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Retat$d File # ( ~
Date to Revi,ow 12-L3-93 Tune 14m # PR&APFLTCATiON
Date to AA & DR Tuna
Date Rewived 12e-3-93
Project,Name ADD-SEttVICE BAY CURYSIER PLYMOUTH Na La#s No.Acre~
~~ctfo-n - Township - Range
SITS ADDRUSS 1~T ~ 6818/W BRADLEY PAtCEL # 24531-1407+
Appficanits Name TERRY KMI-Y Phome # 535-3668
Aftess IFer- 11"Aak Work # NO
Da~~ ~nd[ttioAS maed
Contact pexson Pbone #
FLMD ZONE v~ w S SCHOOL
Euvneer I Suarveyor's / Architecrs Name
Flanuin,g Canract Permn Phaae # 456-2205
T?ate 5ubmitted Dewtiption inittals
AGREEAMW °IO @`AY FEES OR PRICyRM FEE C[?11IPIEI-p-t3 8c COPY TD ACO4UNTVG
FIAIAL PL.A'I' FEES COI1gLETED & CQPY 'PO ACC{]UNMNG
1 I NOTICE TO PtIBL:LC # 1 3 d f COWLETED - OR NEEDS '1'O BE SIC~NHD r ~ ~~IGN nEvIATIoN SU13Mrr
ALIERA11oN x~ PLAT - BLo~ & L~
HEARMG EXAM APFRavM ~aE+r~J)-~__AeFEALEn B$c I PROJEcT -APpRoVED uEvnW
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NOTICE OF TRANSMITTAL
ADDRESS PROIECT f/
BI]SINESS NAME: S~.~". JMNE_ PARCEL NO./LEGAL
~YA4tnu-r1-1 DFASCRIPTION:
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4t flfJ, "~~o~ n~ ~ u.E2s P; t RDD
PROPOSED usE:
SEl~V tCE b14c r- 57heAcpE
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CONTACT: PHONE: ~
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REASON FOR TRANSMITTAL
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PREAPpL[CAT[ON DONFERBNCB PtDO0N5tttUCTION CONPERENC6 OTf{QL•
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DATE: tX_--CEMft_e 13~ 19q3 TDM* 10 = 00 A,s M
DOCUMENTS CIRCULATED
DISTRIBUTED TO: ~ DESCRIPTION BUILD[NQS PLMiMN NEAt.TH SGAPCA FIRE DtST N~ 07=R:
~Site P! aa~n(S~(ravised) 7, ik ~
cr;ticat Mu~t►ariats I.isc
1 ~ Parkiug Plan Sig,nage Pisui M
~ 1/ Iq/ M ~ M
Ug,htiog Plan
Draiaage Plan Draiaage Calculations
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AgreetttEQL tO P8)► FOCS .~3
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icrigation Plan
Landscape Plan
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Promissory Letter '
I.aadscape Cost Esttmats
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Traffic Cit+attation Plan
Coastruction Drawings
~ Floor Plan
The cebove items have beeri
rececved: ~ , .
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Date of Transmittal: Ja ' 3 ' 915 Revtew Coordinator.
Circulatcd !iy
- - ~ - t - ve * ln74 Woei Braadwny Atwttue * SpoJca►ie, WA 99260 * (509)456-3675
. RBPORT []F 12113/93 FRE-APPLICATION CONFEREItiTCE
6810 E. ,st - Spakaae Chrysior Plymouth Additioa 5cnrice Bay & 5torage
I MAMB I AQDRBSS I CI7Y I STA'iE I zIP I PIIOAIE ~ oOHTAC
OyVNER ~ Spol.ane Chrysler Ptymduth ~ 020 E. lst I Spokmc I WA I 99212
Q0N'nkAC70R I Tary Kelly, Ba1ccr I 3625 E. Spra,gue ISgakme I WA I 99M ~ 5M-M8 M 7c
ARC.HTIFC.'C
P1xO7ECT QVERYIEW
Due to the pxogosed aJlgnment of the South Valley Artenal p3an that may posasibly run thrnugh the centerline of the s3te, the meetiag
is postpaned unEil a determmation is made whether tlte ptaperty will ba affected vr not, Contect Bob'Turrser, Couaty Engineer's
at'~'rce regatdmg the outcome of his meeting with the ProseEUtmg Attorney's affice.
S ViVIMARY 4F PROFOSED
otacu-
IJ►M ZtSQ PANr OOAISZ' FIRB
PAHCBL 20N8 JhCilOMS TYFE BiJIIDINGiM SQ-PT. QAOUP '1'YpE FWW WATAR F[1RV83tOR !PHDNE
4635tZS06 ~ 5-3 I Zl'-22-63 I Ad&fiaa I Scrviac 8ap~lt
=41 I4M 1 I 1 I 1 I I
- nrscussraN TaPics
(e~Ntcaaior+a, adcft=s. and oorrectkms to wnftn carrrrwnfty
FLANNIN .~'ir DEFARTMENT (436 -2205) CONTACT: FRANCINE SIiA9y►
BNGINEERING & ROADS (456-3600) GONTACI': BOH TURNER
HEALTH T3ISTRICT (324-iS60) CONTAGT: TERRY CHAMBERS
FIRE DISTRICT NU. 1 (92$-2462) CONTACT: ERIC OLSON
DIVISION OF BUILDINGS (456-3675) CONTACT: TOM FOSTLEWAIT
Sb6RXVV48E FC]R FMVl4N7AEtEAW RECUlRFMONTB
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aFFscr o8 THE covNTY ENG=xaER
SFOKAM COUNTY, WABRINGTON
Prvject: Chrysler Plymatxth Service Bay Add. Date 12-13-93
Addres,s : 6818 E. 1st
Parcel No: 24531-1407+ Ref No. 843176
The praposed alignment of the South Valley Arterial, aSpokane
County road project included in the six year plan, will af fect
the site. Camments for t.his building permit will Ioe farthcoming
from t.he Spokane County Engineers Department once legaY caunsel
has been received from #he &pokane County Ueputy PraseCUtors
Office.
Yaur contact gerson at tlne County Enginegring Department is
Rcbert Turner, 456-3600.
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S P O K A N E ~ C O U N T Y
OwFrcE oF THE CauNrY Enrcaan ~ A DnrlsioN og nHE PuaUc Wolucs DEPARTMENr
Ronald C. Hormann, P E, County Enguteer Dennis M Scott, P E, Director
TO: Ron Hormann
FROM: Bob Turner
DATB: December 15, 1993
SIIBJECT: E. 6818 First, Building Costs
Ron,
I spoke with Baker Construction and got some estimates on replacement costs
for the existing buildinq and projected costs for the new construction
excludinq road improvements.
Repiacemeat coat of tbe preseat metal bufldinq on the site:
Approximately $30.00 per square foot.
(61624 SF) * ($30.00) = apptoHimately $200,000.
Projected aost of new oonstructioa (9,600 8F), esaludfnq road improvemeats:
Quote by Baker Construction of $250,000.00 (approximately $30.00/SF).
Estimate8 road improvement costs:
Curb and sidewalk with asphalt patching = approximately $22,000.00.
Total cost for site eitb full build out, faaludinq road improvements:
$200,000.00 + $250,000.00 + $22,000.00 = $4720000.00.
Approuimate difference between aurrent and improved conditions:
$472,000.00 - $200,000.00 = $272,000.00 .
W 1026 Broadway Ave Spokane, WA 99260-0170 (509) 456-3600 FAJC (509) 456-4715
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60ND ESTIMATE
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PROJECT E. 6818 First NAME rbt DATE 15-Dec-93
DRAINAGE ITEMS UNITS QUANITY PRICE COST
1) Drywell - Type A EA 2 1200.00 2400.00
2) Dry►well - Type B EA 1600 00 0.00
3) Grate - Type 1 EA 2 30000 60000
4) Grate Type 2 EA 330.00 0.00
5) Grate - Type 3 EA 30000 0.00
6) Backfill For DW CY 60 15.50 930.00
7) Concrete Inlet EA 70000 4.00
8) C.M. Pipe 1 a' Dia. LF 22.00 0.00
9) C.M. Pipe 12° Dia LF 25.50 0.00
10) C.M. Pipe 15° Dia LF 2750 0.00
11) C M. Pipe 18" Dia. LF 29.00 0 00
12) Precast Manhole EA 1450.00 0.00
13) Solid lid EA 30000 0 00
14) Ditch Excavation CY 1000 0 00
15) Sod SF 0 70 0.00
NON STANDARD DRAINAGE ITEMS
1) Wilbert Vault Curb Inlet EA 25000 0 00
2) 0.00
3) 0.00
4) 000
5) 0.00
g) 0 00
DRAINAGE SUBTOTAL 3930.00
16j AAonuments EA 160.00 0.00
17) Barricade LF 3000 0 40
18) Street Signs EA 8000 0.00
OTHER SUBTOTAL 0 00
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GRADING, SURFACING, CURB, AND SIDEWALK
19) Rough Grade CY 2111 1000 211100
20) Top Course CY 1056 1400 1478.40
21) Base Course CY 14.40 0.00
22) Asphalt Ccncrete Tons 721 4400 3172 40
23) Curb Type A LF 6.60 0 00
24) Curb Type B LF 570 7.90 450300
25) Curb Type R LF 7 60 0 00
26) Sidewalk SGl YD 4117 1640 6751 88
NON-STANDARD ROAD ITEMS
1) 0.00
2) 0 00
3) 0 00
4) 0 00
GRADING AND SURFACING 18016.68
GRAND TOTAL 21,946.68
IV 1 0 0 .
STREET QUANTITIES
PROJECT NO.- B93176 DESIGNER- RBT DATE- 12/15/93
PROJECT DESCRIPTION- E. 6818 first
STREET # 1
NAME- FIRST LENGTH- 290.00 FT. WIDTH- 10.00 FT.
BEGINNING STATION = 0.00 ENDING STATION = 290.00
ONE SIDE ONLY PWIDTH= 22.00 EWIDTH= 12.00 QWIDTH= 0.00
TERM # 1 : CHOPPED
TERM # 2 : CHOPPED
ITEM MEASUrREMENT QUANTITY
SURFACE AREA- 2900.00 S.F.
ROADWAY EXCAVATION 1.00 FT. 107.4 C.Y.
CRUSHED SURFACING TOP COURSE 0.50 FT. 53.7 C.Y.
CRUSHED SURFACING BASE COURSE 0.00 FT. 0.0 C.Y.
ASPAALT CONGRETE 0.17 FT. 36.7 TONS
CURB TYPE S EXISTING 0.40 FT. PROPOSED 290.0 FT.
SIDEWALK EXISTING 0.00 S.Y. PROPOSED 209.4 S.Y.
STREET # 2
NAME- ELIZABETH LENGTH- 140.00 FT. WIDTH- 10.00 FT.
BEGINNING STATION = 0.00 ENDING STATION = 140.00
ONE SIDE ONLY PWIDTH= 22.00 EWIDTH= 12.00 QWIDTH= 0.00
TERM 1 : CHOPPED
TERM ~ 2 : CHOPPED
ITEM MEASUIREMENT QUANTITY
SURFACE AREA- 1400.00 S.F.
ROADWAY EXCAVATION 1.00 FT. 51.9 C.Y.
CRUSHED SURFACING TOP COURSE 0.50 F''r. 25.9 C.Y.
CRIISHED SURFACING BASE COURSE 0.00 FT. 0.0 C.Y.
ASPHALT CONCRETE 0.17 FT. 17.7 TONS
CURB TYPE B EXISTING 0.00 FT. PROPOSED 140.0 FT.
SIDEWALK EXISTING 0.00 S.Y. PROPOSED 101.1 S.Y.
STREET # 3
NAME- BRADLEY LEATGTH- 140.00 FT. WIDTH- 10.00 FT.
BEGINNING STATION = 0.00 ENDING STATION = 140.00
ONE SIDE ONLY PWIDTH= 22.00 EWIDTH= 12.00 QWIDTH= 0.00
TERM # 1 : CHOPPED
T$RM # 2 : CHOPPED
ITEM MEASUREMENT QUANTITY
SURFACE AREA- 1400.00 S.F.
ROADWAY EXCAVATION 1.00 FT. 51.9 C.Y.
CRUSHED SURFACING TOP COURSE 0.50 FT. 25.9 C.Y.
CRUSHED SURFACIAIG BASE COURSE 0.00 FT. 0.0 C.Y.
ASPHALT CONCRFTE 0.17 FT. 17.7 TONS
CURB TYPE 8 EXISTING 0.00 FT. PROPOSED 140.0 FT.
SIDEWALK EXISTING 0.00 S.Y. PROPOSED 101.1 S.Y.
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TOTALS
ROADWAY EXCAVATION 2~11.1 C.Y.
CRUSHED SURFACING TOP COURSE 105.6 C.Y.
CRUSHED SURFACING BASE COURSE 0.0 C.Y.
ASPHALT CONCRETE 72.1 TONS
CIJItB' TYPE B 570.0 ;FT.
SIDEWALK 411.7 Sr. Y .