Eastern N 410 All Cast Welding - Add Shed
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♦ -DA*M FMALED ENGT1oTEEW5 RE`ZEW SEMET
_ cfUcX WHW, rXMEv av FMAL
, BLDPx. PERMIT # -or -FILE# R941,510A
Rel4ted File #a t )
Date to Revio-vv 8.31•94 Tuue ~ 1
~ 11,0 # PBF~APPLICAI`IOA1
Date to AA & DR T"une
Date Rec,eivad $.23-94
.
Project ~~Tame ADD-SHED AI;L, CAST vVELDING No. Lot"s NoAcres
-Sectfo-in - Tawnship - Aange
SITL ADD1tFSS EASTERN N41%.N VALLEYWAY PARCEL # 13533-1,009
Applicanfs Name MM MOORE-AM.M Phone # 535-9343
Address work #
Date Conditions mailed
Contad person Thone #
h'LOOD ZONE v N0 W S SaIOOL
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j Engmeer / Surveybr's ! Architeces Name
_ Plauaing Contact Person _ Phone # 456-2205
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Date Submitte-d Desqiption
AG , rMPAY FM OR PRIORI'TY FEE COMPL-E'tED & GQPY To ACxOUNTING
FdNAI. PI.AT FEBS CONM.Mn & COPY T0 ACCOi7NfiING
,NOTIGE TO PUBLIC # 1 3 4 6 C.OIIeLETED - OR LyEEDS T'O BJE SIGNED
/ I DMIGN DXVLATION SUBMTI'PLD
AXTERA1I0N T0 PIArI' - BLO(XS, &'LO" _
BO1WD REGEASED -ROAD & DRAIINAGE IIViPROVENII~N'I'S
HBARINC7 ffiIAM APTROVED _ DWOM-_E1►PPBAIM« BBC / PREUEGT _.API'ROY" DBWIBD '
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R6PORT OF 8l31/94 PRB-APPLiCATION CONRBRBNCB
410 N. Eaatcro - All-Cast Vllafding Roof Covar Addition
~ rrnMa { wnnRess I cmr I arwr8 I zJP I Moxn I aWrwcr
owxEx IAuIMJOM 1301 etoadora Hattow ~ whIte0s6 1Mr I M37 I
CONTRAC'POK ~'Rm Mooro. Adas Straot. I 3556 N Market 1Spokanc ~ WA ~ 49208 ~ 484-I0Q2 X
STA'IE ENVIRONMBNTAL POLiCY ACT(SEPAJ
The proposal was rewawed by the Divesron of Buiidmgs for complianoe with the Stata Eevironmental Pottcy Act. A threahald datesmiastioa
ia aot required based on WAC 197-11-800(ixC)
PR01&CT OVERVIBW
Applicaet propases a roof cover to stora engine cores Applicant repairg diesel engiaa heads Applicaat usea mac6ine equipme,nt &
welding. 'nerc are 3 busiaesses Ivcsted oa this site. 7lie outude win be fenoed Thu arill be stncUy a root oovu with no sides.
SUMMARY OF PROPOSBD
oaou-
twr~u v~a twtrr ooNSr pm
rwRaEL TONe Acnan ITM evlimcsvse soWr. cAwm rrre tIow WwXIMnraveVIGa IPBOUR
3A»10o9 I c-s {ze-zu-u I aWfioa IsWroV IAo M B-a I mN I z.am Ievaspa Gss-uoo
I I I I M I I I
DISCUSSION 'InPICS
lbfarfilastlon9, edditbm& md oorroetlons !a wrftten oomnm"
PLANNING DBPARTMBNT(456-2203') CONTACT: J114I MILLGAItD
• Wntten commenta ware prepared & a copy given to the applicanL
• This revnew indudes a113 businesses.
• Laadgcaping ad{ not be required.
• Cantact SGAPCA, 456-4727, for o paving wasver
BN(iINBBRING & ROADS (456-3600) CONTAC'P. PAUL LBNNBMANN
~ Written ommanta wera prepared & a copy glven to t6e applicaat
NBALTH DlSTRICT (324- iS60) CONTAC'i': DARYL WAY
• Heai16 Distnet reoards sdaw dra,nfield is located uader propasad building.
•[f eciating system is altered. new regu{aUons wiU go inco etfed
• No driving or pzuking is al{oved on drainf eid.
• Cnmot avaet arill be requued to expose existing laats ond purge draiaCeid
' Critical matenals Iist must iadude all thrae basiaesses.
' A spili plan may be required
• Submit current waste water plan for endre sate.
• Submit refuae vontaiameat & remaral pfan for enhre siee.
• Moving tha drwntield would reqwre a permiL
• All constructioa debns ia to be disposed of at a lieensed d'isposal dte. No on-site butmng ot burial is autAoriud.
PIRB DISTR[CT NO. 1(928-2462) CONTACT: BRtC Ot.SON
' Mr. Otson was not present at the meeting, however. he lett comments for this proposal
•'ibere ia su[fic+eat water for this project
• A Knax bant will be required.
DIViS[ON OR BUILDINGS (456-3675) CONTACT: JUN MASCARDO
• Submit a critical matenals list for All-G`ast Welding & entire site.
• For iafarmaUon oa the Amencans witb Disabilities Ad. cal{ 1-800-435-7232
• A 3!t minimum awiag door is roquired on thc fence.
• Submit float plan of cxisting building.
SWAEHgWFiow' FOiwrr aEcEasE~.aot~kENM
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PCRMIT RII.EASE REQUIItEMENTS _
Please submit seven (7) sets of rensed stt4 draieage, and landscape platsplus lhree (3)'00mplete sets of mastructioa &awiqP lo
the Departrnent of Bwldings for acknawldgement and distnbution to al/ tberapproptiate agencies. In onireer for el! eg+encies
to ea¢wditiously process,yaQur prn1ec4 it is umtportaat that su6mit[als include aU necemry drawings and dacumerrts to irasure,
lhal mview of yrour profect is caompleted in the Jea.st amount vf time D~acuments should include: bul7ding addne4s and legai
description vf propertyr
Spolcane, County's Project Reviear Coordinator will be Julie Shstto at the Div. ofi 6uildings (456-5675).
~ PLArvMa I ErrcI NEEaA HFaLTx ~Ffis levuDMcs
w r 11 _ 1 Buildiog heig6t in stories & feet ~ X
21 1 Exterior storage areas ~ X
31 1 Fence location, heig6t, & type X
41 1 Parking & ttaf6c circulation plan X
51 1 Parkins stalls (nwnber, st ' in , dunensioa, direetional arraws) ~ X
61 1 Paving X ~ X
71 uare foota►ge & ty~e af, , use of existing bld# X '
81 Traffic control cievioes ~ X
9 Draias e laa swales, dryweHs, calcutations X
10 ( aient to pa,y fees & minimum regu'vements fist X ~ I
11 I Approach permit for access to Eastern & Olive N ~ X
I2 ~ Recorded properiy deed X
13 Recipr+ocal Easement Apeement on Olive ~ X
141 1 RID AVeement for future road `mApraw-ments ~ X
151 1 cr;cicA Materials list _ I x I x I I x-
161 1 Lock (Knox) box entry system form X ~
J;17;JW =Sl N.REC Plaa Reviewer/Ins r X
.
181 1 Structural dravnegs with wet stamps & ca2culatioas X
191 1
201 1
211 1
221 1
Signature of Coo Signature ot Plan Reviewer
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Project No:
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OFFICB OF THE CC)UN7,'Y SNGINSBR
SPOKANE C:OUNTIt, N
Project: All Cast Welding Date: 31 Aug 94
Address: 410 N. Eastern Ref No. B94153
Parcel No: 13533-1009 Review Pre App
The County Engineering Department has completed a review of
the above referenced project. The following information must be
provided in order for us to proceed with our review.
A) For any new hard surface area, for an asphaltiC roof, or
a roof containi.ng HVAC machinery, a drainage plan
for the site shall be prepared in compliance with
Spokane County "Guidelines for Stormwater Management". At
a minimum the plan nnus t contai.n :
1. Drainage calculations for stormwater volumes
generated on site.
2. Calculations for total impervious surfaces
contained within the site.
3. Finished grade elevations for structures to be
constructed on site.
4. Finished grade elevations at the top and bottom of
the 208 swale.
5. A typical cross section of the 208 swale.
6. Calculations to justify the number and type of
drywells proposed.
7. Elevation of drywell inlets where applicable.
8. Copy of the proposed landscape plan.
B) The following improvements within adjacent Right of Way
are required prior to the reiease of a building permit:
l. You must submit road and drainage plans for street
improvements. These niust be prepared by an
engineer. Plans must be prepared for the following
streets:
a. Eastern Rd. Typical Roadway Section #1
b. Olive Ave. Typical Roadway Section #1
Al1 required construction (sidewalk/curbing/pavement) within
the Public Road Right of Way is to be completed prior to the
release of a building permit or a financial guaranty in an amaunt
estimated by the County Engineer to cover the cost of
construction or irnprovements shall be filed with the County
Engineer. Required plans are to be submitted prior to estimating
the amount of the financial guaranty or permi.t release.
2. As an alternative to the required road improvements
the County will accept an RID/CRP agreement
"ATotice to Public No. 6" on the property.
3. Please submi.t a copy of a recorded property deed
from the Auditors office for the subject property.
Upon receipt of the deed our staff will prepare the
right of way deed and/or the RID/CRP agreement.
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4. Approach permits must be obtained, af ter a site
plan has been approved, and before the issuance of
a building permit, €rom the County Engineering
Department for any new or improved driveway
approaches to the following streets:
a. Eastern Rd
b. Olive Ave.
C) Insufficient information was submitted with the proposal.
We are unable to proceed wa.th our review. We will need
the following before we can proceed:
l. Site Plan.
2. Drainage plan as specified.
3. Other information:
a. A parking and traf €ic circulation plan shall
be submitted and approved by the Spokane County Engineer The
design, location and arrangement of parking stalls shall be in
accordance with standard traffic engineering practices. Paving as
required by the County Planning ordinance, will be required for
any portion of the project which is to be occupied or traveled by
vehicles. It is illegal to back out onto the Right of Way.
D) Utility Condition: Permittee is responsible for arrangi.ng
for all necessary utility adjustments or relocation as
required for completion of the improvement.
E) The owner of the property or the authorized
representative must complete and sign Spokane County
Engineers "Agreement to Pay Feesu. This document must be
returned to the County Engineers Office. Plan review will
not be completed until this document is executed This
document is attached to these comments. Please return
the completed Agreement to your contact person at the
Engineers Department.
The applicant or their representative is responsible for
including each item that is marked "Required By This Project" in
their submittal in accordance with the checklist descriptions.
Each item submitted that is to meet the checklist shall be
checked off by the applicant or their representative. Submittals
which do not conform to the above requirements will be returned
for further items with no review being accomplished. This will
prolong the review process. If changes occur in the requirements
for the project because of further conversations with Spokane
County representatives, please attach a note explaining the
agreed upon change in requirements. When the applicants'
submittal is finally approved, the Engineers department will
release their portion of the Building Permit.
Your contact person at the County Engineering Department is
Paul Lennemann, 456-3600.
BUILDING PERMIT CHECKLIST
PRE-APP
IPERMIT # 11 ADQRESS ~ MEETING ~
11REQUIREQ( COMPLETED ~
N MANAOEMENT I
AGREEMENT TO PAY FEES X
RIGHT OF WAY DEPARTMENTE--~
-
DEED
EASEMENTS
R/UV ~
RID - - _ _
LEGAL DESCRIPTION CHECK LETTER FROM SCAPCA
RECIPROCAL USE AGREEMENT
APPROACH PERMIT X ~
M SITE
NORTH ARROW X
SCALE X
BENCHMARK X
ROAD NAMES X
R!W DIMENSIONS ~X
PROPERTY LINES ~ l X
SET-ASIDE shown on plans
GRADES (min 1 0%) X
STAMP X ~ PAVING (surface descnption) X T ^ +
TRAFFIC CIRCULATION PLAN X
LANDSCAPE PLAN (208 CONFLICT)__ X
!jr1well detail (type A or !ype B) X
Metal Frame and Grate (tfpe IV~
Splash 81ock detaii for pipe/gutter outiets
Curb inlet detaii ~
~ DRAINAGE
Roof construction X
NVAC on Roof ~ X
Swale votume calculations X
Swale Cross Section ~~J J X
Pre Developed Condition ~ Xy ~
Posl Developed Condition X
SPECIAL SOIL TESTS
DITCH CALULATIONS
Pipe/BACKWATER CALCULATIONS
GRATE CALCULATIONS
RETENTION/DETENTION CALCS
10/5011100 YEAR STORM
TR-55 ANALYSIS
InIeUCurb cut calculations~
Bottom of Swale elevation
Top of Drywell elevation
- - - - - - - - - -I - - -
~ - ROADS
North Arrow a_ ~ _ _ - - - - - - - -
Benchmark
Scale I
Gutter Gredes C>0 8%)
Cross Slope (2 0%4 5%)
DrainaAe Repor1
Drainage on Plans .
Cutve Data (radius, hc, vc)
Pavement section
Tapers/fog stnpe I
Engineers StamQ_6_
Quantities/Bond estimate
Bond
Mylar
Owners Signature
County Stamp
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RE-AP P LI C ATIO
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ADDRESS: j~ . Z/~
OWNER: 06-L)t'j_ D PHONE:
ADDRESS:
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BUSINESS NAME:
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CONTACT: 1 8 PHONE: 5-~5c -
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LEGAL DESCRIPTI4N: 3t>/:5
DETAILED PROJECT DESCRIPTION: I~ e~ ~,F G~en
SjjQfd SIDE SYC-46 FOR EN6/ME ACGL'4S ~~/./0~5
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