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INDIANA LN E 7404 Intermountain Supply Whse/Office ~ _ . R A+~ ~ DOR, ~ PAR AC l .r ~ - • ~ r...'~ ~ 4 ~ i 3 ~ r C 0 1 c /W r4 N - -416 - 42 . . ~ . . _ . ~ ~ TISPI& 0va ~ti 1 y + -~*L 1 ~ ~ Ox.. t,rr ti \ \ \ • ~ ~ r i ' t~l ~ ` ~ ~ • ~ ~ * ~ ~ ~ ~ _ : ~ ~ + , ~ cPI i , . Z%L r ~ ~ - ; ~ ~ ~ ~ ♦ ~ { ti' F~ ` 6~ AfV ~ i 4 ~ - 5~''~ wr ~ ~s 4 a 41 ~ • ' 'C. + ~ • ~ ' ' • • ~ ~~r ~ ~ r ~Y 'r3F ~ dr 3 ' r• ~ , _ ~i • Y k 1 i~';. L ~ ~ a ~ • 1 ~ ' • • 4 ~ F' J f ~ ' ' ~ ~ .i *.4 J '3 • 5 iy~ 4 (A L~/~ F r~' • ~ \ ~ l i ~.r ` ~ `~',•~1~Q~J ~-~~t~ ~ . ~ '`t . { 1,~~• r ~ ~ ' •~X"• iifFj`+ ~•'~~~d` ~}'}~y, ~ t ~j ~ ■ i~ • ~ar ~ dq ~ k ~ ~OL ~ l 5 ~a4 I ~ - - . J-U-B ENGINEERS, Inc. fJ-U-B ~ ENGINEERS • SURVEYORS • PIANNERS W. 422 Riverside Ave., Suite 722 Spokane, WA 99201 509/458-3727 December 6, 1995 FAX: 509/458-3762 Spokane County Building Department 1026 W. Broadway Spokane, WA 99260 Intermountain Sunplv Inc. Indiana Lane Project Revised Stormwater Plan Dear Building Department Officials, At the request of the owner for this project J-U-B ENGINEERS has prepared a revised stormwater plan for Basin B of the project. While under construction the owner discovered that the existing topography of the site would be better treated in terms of stormwater ponds by a pond located on the northwest corner of the property. After reviewing the site topography I agree with the owner. J-U-B ENGINEERS did not perform the original topographic survey and stormwater design plan but is submitting this revised plan and calculations at the owner's request per normal Spokane County requirements. The previous location of the pond was on the southwest corner of the property. J-U-B ENGINEERS has developed this Basin B revised pond location stormwater plan in order to properly address the requirements of the pond and document for Spokane County the revisions that need to occur in the field. This is a situation where an experienced owner is addressing a problem discovered during construction that would have affected the functional ability of the previous stormwater pond design. I believe the owner should be commended for his upfront attitude in bringing the problem forward for revision and resubmittal for your agency review. Please evaluate this submittal and prepare any comments or concerns or approvals as your schedule allows. Thanlc you very much for your consideration. Sincerely, ' J-U-B ENGNEERS, Inc. . di" 4 David J. Kliewer, P.E. Project Manager DJK/rlt Attachments: Basin "B" Bowstring Calculation J-U-B Revised Stormwater Plan Basin "B" Sheet 1 of 1 Original Stormwater Plan Submitted by Owner ~ ~ 80WSTRING METHOD (TEN YEAR STORM DESIGN) WALLY PROJECT: ROOFING CO TIME OF CONCENTRATION (minutes) , DETENTION BASIN DESIGN B BASIN: B ' REVIEWER: Tc (overland) Tc (gutter) Areas "C" A'C NUMBER OF DRYWELLS PROPOSED DA7E: 15-Nov95 1 Single (rype A 0 Double (type B) Ct = 015 L2 = 0 imp ROOF 0.00 0.90 0 Total Area (calc.) (see H1) 0.76 Z1 = 12.5 IMP ASPH 0.48 0.90 0.432 Time o( Conc. (calc )(see H1) 5.00 L1(A) = 200 Z2 = 12.5 NAT LANIP 0.28 0.15 0.042 Composite "C" (calc.) (see H1) 0.62 N(A) = 0.016 B= 0.5 0.00 0.00 0 Time of Conc. (min) 5.00 S(A) = 0.011 n= 0.016 0.00 0.00 0 Area (Acres) 0.76 s= 0.01 0,00 0.00 0 C' Factor 0.62 Tc (A) = 1.17 d= 0.118 0.00 0.00 0 Impenrious Area (sq. R.) 20908,8 Total A Comp "C" Volume Provided 208: 460 STORM 240 L1(8) = 0 Tc (gu) = 0.00 0.76 0.62 Outflaw (cfs) 0.3 N(B) = 0 Tc(A+B) = 1.17 Area' C" Factor 0.47 S(B) = 0 Q=C'I'A= 1.51 Tc(tot.) = 5.00 Q(esl.) = 0.00 #1 #2 #3 #4 #5 #6 #7 Tc (B) = 0.0 Intensity = 3.18 Time Time Intensity Q dev. V in V out Storage A= 0.23305 Inc. Inc. WP = 3.4594 (min.) (sec.) (in.lhr.) (cfs) (cu. ft.) (cu ft.) (cu. ft.) R = 0.0674 (#1'60) (A'C'#3) (Outf'#2) (#5-#6) V = 1.54 Tc (total) = Tc (overland) + Tc (gutter) Tc(gu) = 0,00 5.00 300.00 3.18 1,51 606 90.00 516 Tc (overland) = Ct'(L1'N!S"0.5)"0.6) Q(est) = 0.36 Ct = 0.15 5 300 3.18 1.51 608 90 516 L1 = Lenglh of Overland Flow Holding = 0.00 10 600 2,24 1.06 745 180 565 N= friction factor of overland 8ow (.4 (or average grass cover) 15 900 1.77 0.84 841 270 571 S= average slope of overland Aow 20 1200 1.45 0.69 895 360 535 Tc (gutter) = Lenglh (ft.)Nelocity (ft./sec.)160 25 1500 1.21 0.57 919 450 469 B= Bottom width of gutter or dilch 30 1800 1,04 0.49 938 540 398 Z1= inverse of cross slope one of difch 35 2100 0.91 0.43 950 630 320 Z2 = inverse ol cross slope hvo of ditch 40 2400 0.82 0.39 972 720 252 d= depth of flow in guner (estimale, check estimale wifh Flow) 45 2700 0.74 0.35 983 810 173 Area = d'B+d"2/2'(Z1+t2) 50 3000 0.68 0.32 1000 900 100 Wetled perimeter = B'd+(11sin(atn(121))+11sin(aln(122))) 55 3300 0.64 0.30 1032 990 42 Hydraulic Radius = R= AreaMletted Perimeter 60 3600 0.61 0.29 1070 1080 -10 Velocity =1,4861n'R^.667's".5 65 3900 0.60 0.28 1138 1170 •32 Flow = Velocity'Area 70 4100 0.58 0.27 1183 1260 •77 n= 0.016 for asphall 75 4500 0.56 0.27 1222 1350 -128 s= longiludinal slope of gutter 80 4800 0.53 0,25 1231 1440 •109 85 5100 0.52 0.25 1282 1530 -248 90 5400 0.50 0.24 1304 1620 -316 95 5700 0.49 0.23 1348 1110 •362 100 6000 0,48 0.23 1388 1800 412 DRAINAGE POND CALCULATIONS Required grassy swale pond storage valume = Impervious Area x.5 in.! 12 in.lft. = 871 cu. ft. provided: 900 cu. ft OKI DRYWELL REQUIREMENTS -10 YEAR DESIGN STORM Maximum storage required by Bawstring = 571 cu, fl. provided: 900 cu, ft. OKI Number and type of Drywells Required = , 1 Single 0 Double =t i . . S TRL~ CT L'RF..S WEST LEU"TEM (OGF TU9S~J! 0UMz[L Coristruction, Inc. r P.C. nBox 141480 • Spokane, WA 99214-1480 Ph. (509) 924•-0313 • Fax 9224901 0ATC~ Joe No / ATTENilO/. ~ ' RE: TO ~ G ~ ~ - - ~ _ WE AftE SENDING YOU 951"A"ttached 0 Uncier separate cover via the following items: 0 Shop drawings Oelp'nnts / Plans , O Product Data O Samples ❑ Specifications O Copy of letter ❑ Change order p COPIES I DATE ~ NO. ~ DESCRIPTION , - ~~~°~~►i~ ' THESE ARE 1'RANSMITTED as checked below: ❑ For approval D Approved as submitted p Resubmit copies for approval @~" For your use p Approved as noted p Submit copies for distribution . - O As requested 0 Returned for corrections p Return corrected prints 0 For review and comment O O FOR 81D5 DUE 19 p F'RfNTS RETURNED AFTER LUAM TO US REMARKS ~c.~ d . , ; ~a ~ • ~ • ~M+M • ~ ~ Y9 4 ~~1 1 1 •~~,•W~ . COPY TO ~ . SIGNED: _ • ►rroWila) (nrEe~.~uc.w. rs 01411 If enelosuns on not as noted. kJndlr erotlry► w at onee. ' INDIANA LN E 7404 10/26/95 DATE FILED ENGINEER' S REVIEW SHEET DB BY MYLARN CANCELED BLDG. PERMIT # B95132 -95 Related File # Q Date to Review 8/23/95 Time 10:00 Review Type Pt'e-Application Date Received 8/ 16/95 Project Name INTERMOUNTAIN SUPPLY WHSE/OFFICE BLDG SQ FT 11,6SF Range - Township - Section 35124.1507 SITE ADDRESS INDIANA LN E 7404 / W PARK/N MISSION PARCEL Applicant's Name PAUL MATTHEWS Phone # 926-9555 Address PASOLD ARCH Phone 2## 909 N PINES SPOKANE WA 99206 FLOOD ZONE NO Agreement to pay fees: W S JAMIESON Owner's/address/phone INTERMOUNTAIN SUPPLY 12310 E SIOUX CIRCLE 5113 E RAILROAD AVE SPOAKNE WA 99206 SPOKANE WA 99212 928-8698 Building Contact Person: Jeff Forry Ext 103 / JOHN LARSON Phone # 456-3675 Date Submitted Description Initials AGREEMENT TO PAY FEES OR PRIORITY FEE COMPLETED & COPY TO ACCOUNTING NOTICE TO PUBLIC # 13 4 6 COMPLETED - OR NEEDS TO BE SIGNED DESIGN DEVIATION SUBMITTED/DATE COMPLETED -MAILED BOND AMOUNT RECIEVED $ BOND RELEASED - ROAD & DRAINAGE IMPROVEMENTS / STAMPED MYLARS TO PERMIT TECHNICAN (SYL/SUZANNE) APPROACH PERMIT # ROAD/S WIDTH/S / o 5 S~ ~ 17. . , - - PROJECT NUMBER= 95006309 (APPLICATION , DATEf''0/12/95 PAGE= 01 l ~ THIS IS NOT A PERMIT PENALTIES WILL BE ASSESSED FOR COMMENCING WORK WITHOUT A PERMIT i SITE STREET= 7404 E INDIANA AVE PARCEL#= 35124.1507 ~ ADDRESS= SPOFCANE WA 99212 I PERMIT USE= INTERMOUNTAIN SUPPLY ROOFING WAREHOUSE . _ a~,. . PLAT#= 001809 PLAT NAME= O'CONNOR'S 5 ACRE TRACTS BLOCK= LOT= ZONE= I-2 DIST#= S AREA= F/A= F WIDTH= DEPTH= R/W= # OF BLDGS= 1 # DWELLINGS= WATER DIST = ~ OWNER= INTERMOUNTAIN SUPPLY PHONE= ~ STREET= 5113 E RAILROAD AVE ADDRESS= SPOKANE WA 99212 ~ CONTACT NAME= PAUL MATTHEWS PHONE NUMBER= 509 926 9555 BUILDING SETBACKS: FRONT= 165 LEFT= 145 RIGHT= 85 REAR= 10 AEVIEW INFORMATION DEPARTMENT REVIEW REQUIREMENT ; BUILDING REVIEW COORDINATOR - J LARSON ~ i f COMMENTS: i ; BUILDING PLAN REVIEW REQUIRED COMMENTS: ~ i ~ BUILDING ZONING/SITE REVIEW i ~ COMMENTS: ' I ! ENGINEER SITE DRAINAGE TO BE REVIEWED ' v COMMENTS: AO12- 1,9.5- HEALTHDIST NEW OR ADDITIONAL WAST•E WATER t ' COMMENTS: ~ ~ E FIRE DISTR FIRE FLOW TO BE REVIEWED ; COMMENTS: lr ` ~ PROJECT NUMBER= 95006309 APPLICATION DATE= 10/12/95 PAGE= 02 BUILDING PERMIT i 1 CONTRACTOR= UNKNOWN PHONE= STREET= UNKNOWN ADDRESS= UNKNOWN WA UNKNOWN - NEW= X REMODEL= ADDITION= CHANGE OF USE= DWELL UNITS= OCCUP. LD= 40 BLDG HGT= 22 STORIES= 1 ~ BLDG W X D= X SQ FT= 11600 SPRINKI,ER= N REQ PARKING= 16 #HANDICAP= 1 CRITICAL MAT= N ~ i DESCRIPTION GROUP TYPE SQ FT VALUATION WAREHOUSE S-1 VN 9600 187584.00 , i ITEM DESCRIPTION QUANTITY FEE AMOUNT ; COMMERCIAL VALUATION Y 947.50 . PLAN REVIEW FEE Y 615.88 ' STATE SURCHARGE ` Y 4.50 . ENGINEERS REVIEW Y 50.00 ' COMMERCIAL SURCHARGE Y 297.04 ~PLNG-INDUST ZONE USE; 123 Y 325.00 ~ PLNG-COMM SQFT-S-lOK; 128 Y 110.00 PAYMENT SUMMARY PAYMENT DATE RECEIPT# PAYMENT AMOUNT 10/12/95 00009788 1100.88 ~ j TOTAL DUE= 1249.04 TOTAL PAID= 1100.88 i PERMIT TYPE FEE AMOUNT %*`~AMOUNT PAID AMOUNT OWING I BUILDING PERMIT 2349.92 1100.88 1249.04 ~ 2349.92 1100.88 1249.04 PROCESSED BY: JOHN LARSON ' PRINTED BY: WENDEL, GLORIA - THANK YOU ~ I 1 I ~ r- REPORT OF 8/25/95 PRE-APPI.ICAT[ON CONFERENCE 7404 I; IIVDIANA AVk:NUE - INTCRMOUNTAIN SUI'PLY Z-r~":"rr- rrS^T"' .n. r?~ - - - --r ~.^r-.-......_. - -~'c• - - - , t _♦-~,:rci L _ r . 4 i~ , g, ` aP . . M%3 .a•'rFSr„ ~ F i~ti~' a• ] C.' ~ ~';'i~,.- - ' , y~~~;~~'x~NAME'~!'o-,_. i~a'•!a.~'.w~~.`3~°a~~~IF~ . ADDRFS$;x;~`li,~+E`•r~Y,,;dt,; 7.IP~f,~ .``~~MI~NE . r,OOM'ACl';':. rFy.av,I,; ~'d r' y . jr K~ ~OWNF~R~~-~~ I Internio. ~mteinSupply~e,re~~15113'E"Raitroad...s~~.:.;;e~';}~~~~#~,e;~ '~S~wkane~~i~~"~:~>~~WA'~ri~.~~*;'~#.99212~~.~~i5~`~~, RR'C'HITEC'G*~JPas`old"Aictiitects~~'..r'~,'~~~~~I909'N'Pines"~ s;•Im~3pOke~ie'~~~~''p:~',ri>°':WA~r" ,'~.«u'a1g9206"p~.~l~~~~,926-9555~.~1a'tilivloptiewt`'• ~•~wa„STATE ENVIRONMENTAL P()I,ICY ACT (SEPA) The proposal was reviewed by the Division of Building for compliance with thc State Environmental Policy Act. A threshold determination is not required based on WAC 197-11-800(1)(C). PRO.IECT OVERVIEW The applicant is proposing a 9600 square foot warchousc and a 2,000 square foot office for Rubber Roofing materials. SUMMARY OF PRQPOSEn -lit-OUT nmow""!" NONSS, A~UB IG m ~ ZONE 9TOV . BUIL~INGU3E . SQ•Fl'., _ WA;IER< PURV~YO lYPHONE ~3si~a.~i~i~l Z I .~~I~~~'►~ I~~`~ ~`~~~~~iie~l nri~v2vl nso ~I~' ~ . - 4 . - - , , _ I ~ , mw-. DISCUSSION TOPICS (clarificatans, additions, and corrections to written eommenta) ~ DIVISION OF BUILDINGS ZOr1ING REVIEW (456-3675) CONTACT: BILL BENISH. Written comments were prepared & a eopy given to the applicant. * An avigation easement is required; contact Spokane Airport Board (Dennis Locke 455-6412 X412). * Short plat required to recognize legally buildable lot. * Modify fence and/or hydrant location at west gate to prevent limited access by Fire District. * Eliminate or correct "future building" shown within setbacks. * Access gates are not allowed to project into road right-of-way or easement. ENGINEERING & ROADS (456-3600) CONTACT: DOUG BUSKO. * Written comments were prepared & a copy given to the applicant. * Provide a County standard drywell detail; proper sizing of drywells is required. * Show how travel onto the undeveloped area will be prevented, i.e., wheel stops. * Detail the purpose of the rock pits along the building ' HEALTH DISTRICT (324-1560) CONTACT: DARYL WAY * Written comments were prepared & a copy given to the applicant. * Contact local refuse company regarding location of dumpster, to aUow turnaround for their vehicles. * Interior floor drains will not be allowed if cridcal materials are stored on the premises. If however, critical materials a on the premises, any/all interior floor drains may be plumbed to the septic system. * All construction debris must be taken to a licensed disposal facility; no on-site burning or burial will be authorized. * Structure must be connected to the existing public water system serving the area. FIRE DISTRICT NO. 1(928-2462) CONTAC'T: PAUL CHASE. _ * Review location of hydrants (Fire District was not present). DIVISION OF BUILDINGS PLAN REVIEW (456-3675) CONTACT: BOBBY STONE. - * Written comments were prepared & a copy given to the applicant. * For informabon on the Americans with Disabilities Act, call 1-800-435-7232. * Effective 4/1/94 all commercial projects shall demonstrate compliance with the Non-Residendal Energy Code. * Provide details of storage rack system. * Built up curb ramps shall be located so as not to project into vehicular ways nor be located within accessible parking spaces. * Exterior routes of travel shall not be less than 44" wide. SEE REVERSE FOR PERMIT RELEASE REQUIREMENTS ~ Pl?RMIT RELEASE RI:QUIItE MENTS Please sub»ut seven (7) sets of revised site, drainage, and larulscape plans plus two (2) complete sets oJcon.struction drawings to the Departiner:t of Buildings for ackriowldgement and distributiQn to all the appropriate agencies. 1►i order for all agencies to expeditiously process your project, it is important that submittals include all necessary drawings and docwnents to insure that review of your project is completed in the least amount of time. Docwnents should include: building address and legal descriptian of propei7y. Spokane County's Project Review Coordinator will be Jeff Forry at the Div. of Buildings (456-3675). ZONRIG ENGINEERS HEALTH FIRE BUILDINGS \.Y. V'ti • ' f .Y . • . ::•.•..•v•.~::•:.~ . . , ~ . , , . . . . . . ~ . , ~ ; . •i l}til . f~ . . . i. . y,ti• ti,'i'~r'i,$4<i%:i~.:ti?ti~i:: v;{{:: :•:t<:~.;;{r.~ • l ~''~'Arr4 ' tivti ~ : . 4~~ : ~v''•'ri'r •'r.: . . r . ~ ~ ~ : . . : . ~ . ~.L•tn++•.:t•?:•?:;:~ .t • .R~ 1R . . . ~ r..... . . . - :~~~.L.. ~ . . . . . . , . , . 1.,,,..,,.v..ti,..,...........,. k•:. : :~:a:. ~ 1 I Clear view triangle at ingress/egress ~ X 2 lCurbing around landscaping ~ X 3 lExterior IiRhting/direction of illumination ~ X 4 lExterior refuse areas + screening ~ X 5 lExterior storaQe areas ~ X 6 IFence location, height, & type ~ X 7 15 feet Type III landscapinR alonR Indiana ~ X 8 lLandscaping (location, species, size) ~ X ~ X 9 ITraffic control devices ~ X 10 lDrainage plan (swales, drywells, calculations) X 11 lSeptic tank/drainfield location & siZe X 12 IFire hydrants (location & number) X ~ 13 1 Fire lanes/access 14 1 Handicap parking stalls & accessways (into & within bldg) X . . . . ~ . ~ •.ti•:.v:: ••~ti:::::.~::::: ••;q;: ••:n::w::?r :•ii'r~ • : r.~:::.;v::.:~':'•:::::'•::: . . , . ~ • ~r:.....:::::. {'i i ~'ti ~ :•:::.t'.'~•:.•:: i . Y 1{ :•.L. . J........ • . :•A~': ~ i. i • .L{ }:ti ..~1•.•~ ~Y ..h .....ti . ~ • • r ti~.'~ " •rx .s+~. ti .1V': :ti1't::ti•.~::.•::•:::•: : Yti ':J..~[ :!'.::1 '.•l flf.• ~ !!f!'f .l... . . . . l ~ • _ J ..f•. • !.{'::'.\:'i.'ir'~i~ti{{•:ti'}:•:V~ • ~~~r l . .'.Y' l~ti {~.\...~..i......~ ~}1~ J•L'.•.." :f. . r : ~ : r.. ~ :•:~sr 3~.~..~.~ ' ' '.•l.'~:J 'JJY.Y ti•~L'iiiiiiiiiiiliiii: ii'..': . . . . . . . . : . . . . . . . . . ~~~~:<;<:;:::::::::::::<:::; 15 lIrrigation system plans ~ X 16 NAr!ement to pay fees & minimum requirements list X 17 tical Materials list X X 18 lOn-site sewage disposal system permit X ~ 19 iSam lin A reement if critical material user X ~ 20 1 Lock (Knox) box entry system form X ~ 21 ISpecial Inspaction forms X .22. ~Special NREC Plan Reviewer/Inspector . ..:::::..:v:...:..., . X . ~ s ~y M x:-:.•~•: . : . . . : . . . . . . . . . . , . . . . ....fi•:: • . •.::..:::::~r: . . . . . . . . . . . . . r . . . ..v:.ti•.,...... : y/.,r.•:::: ?r.ri:•`:.:;;; . Y:::: ~~i,•~ i.. ` . j~~ E x :t~ •::<~:::;::;>:::~::i . .i'. . ' .ti..L.ti:':: J~.y:: :.4•I •..A{' •:.~..1 . ~ti.1tiL• . . yW ~+'~•~M'. ~ i t~ , . .I~~..'..`..:.:.::.... ~ ~ ~ ~ . ~ ~ • ~ `..'.'.:'.:'.<Lti~:ti ~ ~ . ~ ~':111•,!L•.:\'.,,•:.1•:.ti•::.:•:•:•:•:: 1~:. f.,.:.: •:`::.......ti...:..... : ~'yi';,':•:?':•:f':•~•:•:•:?•:•~~ :•.:14V1•:': . . . . . 23 ~Barrier-Free Requirements (WAC 51-20) X 24 lCvnstruction dcawings X 25 lDesip specifications of proposed building X 26 lElectrical details X 27 lFire sprinkler/alarm system X 28 1 Floor drains & holding tank designs X 29 iHeating, ventilation & air conditioning drawings X 30 ILoading dock design X 31 IPlumbing details X 32 1 Separation wall details X ~ 33 1 Structural drawings with wet stamps & calculations X (4 4/- /,17'~, 5 / - i t of oordinko Signature of Plan Reviewer Project No. 95006309 Page 1 OFFICE OF THE COUNTY ENGINEER SPORANE COUNTY, WASHINGTON Project: Intermountain Supply Whse. Date: 8/23/95 Address: E. 7404 Indiana Lane Ref No. B95132 Parcel No: 35124.1507 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. 1. Sign and return Agreement to Pay Fees form. 2. Detail the purpose of the rock pits along the building. 3. Provide a copy of the landscape plan. 4. Add a County standard drywell detail. 5. Add undeveloped area into drainage calculations, if desired, to facilitate future building endeavors. 6. Proper sizing of drywells is required. A Type "A" drywell will handle 5,000 sf and a Type "B" drywell will handle 15,000 sf. Use multiples of each to provide adequate drywell structures. Bowstring calculations to prove that the drywell type selected is sufficient will be required if these recommended salues are exceeded. 7. Show how travel onto the undeveloped area will be prevented, i.e., wheel stops. Your contact person at the County Engineering Department is Doug Busko, 456-3600. a ~ PERM T DOCUMENT TRANSMITTAL Spokane County Division of Buildings 1026 W Broadway Ave. Spokane, WA. 99260 Project Address: -7-4 oq- F- _ ~n! o iProject Gs -(f.3e,>q Business Name: INz6Z."(A KffNK) Su-FP(-q . , CONTACT: Phone: qzL -qss!~ Mailing Address: cLdq r,,~, +-,L&,4:;r5 C93 """~Zar- CODRDINATOR: Phone: DOCUMENTS CIRCULATED Firc . Description Butidlr►y Z,oniny Enyineers Health DlsW__3_ 11tl1fUes SCAPCA 1J~z,~ tLS /4(>- ' Received By Date of Transmittal: Circulated by: 0 I . Pasold Architects A.I.A. A , ARCHITECTURE, lNTER/OR DESIGN, CONSULTING SERVICFS September 21, 1995 Office of County of Engineers 1026 West Broadway Spokane, WA 99260 Attn: Doug Busko Re: Intermountain Supply, rnc. Dear poug, I have submitted revised sitc plans to the .['crmit Ccnter pcr your comments at our pre-application meeting. The numbering of this letter directly carresponds to the comments in your pr-e-app memo. 1. The agreement to pay fees form should have been received in your office by now. If not please give me a c111 as soon as possible. 2. The rock pits along the building are intended to ser~~e as dr~~~vells for rain water runoff fi-om the metal buildi~ic, root'. I,her-e c-ire 5 rock pits provided. Each rock pit takes up to 2500 square feet of roof sur-face area runoff At the 5 year stonli rate (per the County Engineer's "Guidelines for Storm Watcr Managcment") this generates 104 CFlH:R of ninoff. Each swale contains 25 SF of surface arez and extends 4' below grade. This takes it below the "B soil profile" into sandy ~ravel (see attached). At an assumed percolation rate of 72"/HR, each swale would handle 150 CF/HR of runoff. Doug, Fernlan has used this detail for si1ial1 urojects For 35 years in the Vzlley area; wir}i no complaints. Let me know if y0U SEE a pf"ObIL111. 3. The landscape plan has been added to the architectural site plan on the resubmitted drawing. 4. The county standard diywcll detail has been addcd to the revised site plan per your request. 5. The Owner has elected not to add the undeveloped area into the dr-aina(le calculations. However, concrete parking, bumpers have beei-i installed to inhibit driving onto the undeveloped ai-eas. 6. The number of drywells has been carrected to nieet coullty requirements. 7. As mentioned in number 5, above, wheel stops have been added to the site plan. d '1_3 k-_' ,T4~ i'~~ "I -P 2 1 1995 ; ~t North 909 Pines Road Spokane, Washington 99206 (509) 926-9555 (509)-19%WM Daug T think: this sliould address a11 tlle iSSueS I'Ilat YOLI l~~e-We raiSec1. If you have any questions please fee1 ti-ee to call_ S- inc. l~, r ?aulatthews, AATAA Enclased 15094583762 09/21/95 08:35 $150°Ar-23762 JUB ENG.,INC. 1a001 ~ j.PPRCVA REC MMENOED . Y / i9 YAE Qr SYSTF~A! ApP ~ iication #S - Ca,~T ate o~ Sctcve t3uo (Y ~ Hsme of appi3cant:scxL Laaowo Ru►TE:_ . LocationJAcidress ot ProposeG Stta; r r ~ ssns vCprH ~oM a~tlCtnia~. . CROUNQ SURfrACt-Ulin: Mex: ' CAP FzL.t Fr~dsae t`XYftA GFtAVa. DYer CiNu ~ . ON-S[TE SEWAGE DISPOSAL SOlL CXAMIiVATtON FORM . F?i! ;n 2tl sn2ces: t. "SQ1 Suc'vey~ofi Sp4 ine Gounty, Washin9-ton' SymboI and ~'ame of Sait_ . ♦ { ~2 . ~ 2.. Etlgs~taer~ig mt~rpretatiQn af'sd narrw-: L~Q,J~( S. incacata locatlon of testhoIes in rsference to prppnrty boundanes: - - • . . NA RTW ~ f R~ ~ w . E • - j a ~ s ~ Y • T Post-W Fax Ate 7 1 Pa~~ a . ~ I Fro • . ~ NnI5 I c° - ~ ` << Phone f, A ~ I • ~ ~ . SOU H 4. Oescribc or skctch ner3( lapoqraphY, drai ' gc ehar4ctcristicz. and vqjetativc oraund covcr: , • . . ..t h9AX.SLQE'C IN QSS AHFA 40 5~ D.BuX REQUfRED? t:l~'ES VNO . SHOREunrE~MGr. APPLY? QYES [~NO FLbvD 'LONE? tjY~s ovO ~ ; QO.Fr.Skt BaCK RULE? YES `~t~A 00'~ REPC1~CCt~rTr~T ~R1 4vYFS ~~ht0 DE(1(5tTY t~EQUtRENtFN I M~ ? NEECt: HRVE: K~MAkKS: 44 . - - r• _ - ,IN . /21/95 - ~ ~ . ~ . ~ ~ . . _ . . . . ~ ~ ~ , . . E ~ . ~ . . s - ~ ~ , . ~ i . ~ ~ . . , i ~ ~ _ . ` . ~ J-U-B ENGINEERS, Inc r&U-Bi Frans m Engineers • Surveyors . Planner ~ ~GTNEERS • SURVEYoRS • pLANNERS 422 W. Riverside Ave., Suite 722 Letter Spokane, WA 99201 509-458-372 Fax: 509-458-376 To: Spokane County Engineers Date: September 8, 1995 Mr. Scott Engelhard Project: National Foods 1026 W. Broadway Project No.: S.P. 1032-95 Spokane, WA 99260 We are shipping you: Attached via Hand Delivered is the following item: COPIES DATE OR NO. DESCRIPTION 2 Indiana Lane Existing Roadway Hammerhead Plan & Stormwater 2 Stormwater Design Calculation These items are transmitted as checked below: O For Approval O As Requested ❑ Returned for Corrections ❑ For Your Information ❑ For Review and Comment El Remarks: Here is the last piece of the puzzle for National Foods short plat 1032-95. Please review and make comments as quickly as possible. Thank you. RECEIV ED ~ ~ SEP 0 8 1995 : ~ ~ If enclosures are not as noted, please notify us at once at 458-3727 ' SPOKAidE C4~~~ ~~~~NEER Copy for: Signed . ~ ~I~ David J. Kliewer, P.E. - - , LLLZE -AI'C'L-ICnTION...-' ~ • - ~ - . 1'~IZ1:~-C01vS ~i i~UCT~XON...~.~..~,.~:. , - - . . ~ . DATE: :`Z'IM - . . . . ~ / . . . . ~~l • . . . I' _ . . . . . . " ' . . _ . . . . ~ . ~ . . BUIL;DrNG. -.~':.:',Cr.::~LNC'r~II~EIZfffiALTI~`::_~:-:::::.:~::~::::~~ , , . . . . . . . . . . . I T' . ~ ~ ~ . F - . ~C~~ ~ ~T rR.E -D S 1 . SCA~'~C~:~ . . . ~ . . . . . ❑ ~ . - . ; - . . . ::o:::_. . . 3 . . . : -740 F - ADDRESS: LAI%~ . , . . . . . . . O WNER: PHONE: ADDRESS : 4~ , B US INESS NAME: CONTACT: A"I PHONE: ADDRESS: ~ Q,Y Axle5 _ , LEGAL DESCRIPTION: PARCEL NUMBER: . ~ D ETAILED PROJECT DES CRIPTION: VA.I.,UE: - ' . . . . . . ~ , . ........:t . . . . ~ _ ~ ~.::.y• . . . . . : ..y.; . ::::::::::::•.:::.i~ . ....y;.. .......r:::.~.}::::::'' . .....•n... , '........r..,.}•.: • "~Yi:': . " . . . r...... . . . ...r.r.... ....{4... .:.::::::r ....r.........:. :i:': . . . . . . " : v......:..: - .:'-:x7:::::':::... ~ • - - :i....': i:: . . ~ " vn:::.. - ~{:•i:•i::i}::; .k.: C M OM EN~T':S . . . . . . . . . . . . . . . . . <r . . . . . . ~u::::.v_::~ . . - - . . . . . . . . . . . . . . .1.. Y . . . . ~ . . ........i r~ . .~......~.~.~~1 . . . .......r.. . . y . ~ . . . . . . . . . . _ . L . . ~.:~..~~.~.~r..~......._ _ • . ~ . . . . . ...........:.i~...... ......r.~.... ' . . :..~.5..~. I . . ~ . . . ....1..... ....~u~~~.~7 ' -5• T( . . . . . . . . . .t~~i~~'~'i1.1. . . . . . . . ....::...r.:::: . . i . . . . . . . . .L . . ~ :~cik~• . . . . .......5.: - ~ . . . . _ : ' , : : - . . • ' ~itt c . . : . : . . • .........r..... :X::.'::::' 'i}Fr~Ei"s.'~~hti;~, - ' . '~•ti• r:: . r....... ........M1.... : v:.... : ' . ...rr5.. . - . : • . . . . . . . . . .3........ . . . . . . ..............1.~..... . . ' '•ti•::'.~ 5...... . . : " ' . . . ...................ti: . • ~ / i~ . . . . . " . " _ - . . . . ' ' . . . . . : . . . . . . . . } ~~EV W : . . . T. _ . r». - - :l• r~ coo~ar~~. o . . . ~ . . . . . . . . . . . . . . . . . : . . : . - . . •r :•j.::. - . - . : . . . . . . . . . . . ..B_Y.:.~. . . . . fJ ~ . . . . . . . . . . . . ' ' " l: . . . . CIRCU LT~D ~ ' ' ~ . . . . :D~:`~ E . . , ~ . . . • \ •~~0.~•• . ~ PROJECT NUMBER= 95006309 . APPLICATION , DAT►~- 08/15/95 PAGE= 01 . THIS IS NOT A PERMIT PENALTIES WILL BE ASSESSED FOR COMMENCING WORK WITHOUT A PERMIT SITE STREET= 7404 E INDIANA AVE PARCEL#= 35124.1507 ADDRESS= SPOKANE WA 99212 PERMIT USE= PAC / AUG, 23, 1995 / lO:AM/ INTERMOUNTAIN SUPPLY ' PLAT#= 001809 PLAT NAME= O'CONNOR'-S 5 ACRE TRACTS BLOCK= LOT= ZONE= I-2 DIST#= S AREA= F/A= F WIDTH= DEPTH= R/W= # OF BLDGS= 1 # DWELLINGS= WATER DIST = OWNER= INTERMOUNTAIN SUPPLY PHONE= STREET= 5113 E RAILROAD AVE ADDRESS= SPOKANE WA 99212 CONTACT NAME= PAUL MATTHEWS PHONE NUMBER= 509 926 9555 BUILDING SETBACKS: FRONT= 165 LEFT= 145 RIGHT= 85 REAR= 10 REVIEW INFORMATION DEPARTMENT REVIEW REQUIREMENT BUILDING REVIEW COORDINATOR - J LARSON COMMENTS: , . • . . • • . BUILDING PERMIT*******~***~***,***'*************,::,:, CONTRACTOR= UNKNOWN PHONE= STREET= UNKNOWN ADDRESS= UNKNOWN WA UNKNOWN NEW= X REMODEL= ADDITION= CHANGE OF USE= DWELL UNITS= OCCUP. LD= 40 BLDG HGT= 22 STORIES= BLDG W X D= X SQ FT= 11600 SPRINKLER= N REQ PARKING= 16 #HANDICAP= 1 CRITICAL MAT= N PROJECT NOTE: TOPIC = CONTACTS DEPT = BUILDING _ ' COORDINATOR J LARSON ' PROCESSED BY: JOHN LARSON PRINTED BY: JOHN LARSON THANK YOU ' r ~ i S P (7 C O U :N ~ Y r-- - OFF7CE C7F TFIF COUNTY FNCINF,FR • t1 DIVISION OF THE PUBLTC WORKS Ronald C. Hormann, T'.E., Cotanty Engineer Dennis M. Sco~t~~ ~~~loy AGREEMENT TO P 5 pC1 2 3 1M ENGINEER,S AGREEMENT NUMBER p1NMN pf6tlitDtNQAM KMWO This agreement between Spokane County and ~ kname or person) whose interest in the project is oCo If-) e-~' ti.e. owner, agent, ete.) is entered into this day of g~~~ , 19 V"--). This agreement is applicable to the project ~ known as:--.. Q 0 ~-J i 0 'i~ L; P- p L ~ E1A L71 A MA- (project aaaress or tnename tcc tiie number) That the individuals and parties named herein as having an interest in the above described property or project agree to the following: 1. Reimburse Spokane County for project review ancl inspection fees as specified in Chapter 9.14 of the Spokane County Code. The fees will be based on actual salary costs incurred by Spokane County for project reviews and J or inspections plus a ten percent administrative charge, and will be billed nionthly as accrued. /1ny billing amounts due, including any expenses incurred in tlle collection of an overdue account, must be paid prior to the County's acceptance of the project for filing. If a project is approved and/or filed witli a balance still owing, the unpaid balance shall be paid within 30 days of the invoice date. 2. The undersigned agrees that these fees are due and payable upon receipt of the billing as speciCed above. 3. Any invoices not paid within 30 days of the invoice date will be considered delinquent. If any outstanding balance on the account for this project is not paid within 30 days of the invoice date, na further reviews of the project documents will be conducted until the entire account balance is paid. Any balance on the account for this project not paid within 65 days of the invoice date may result in legat action or the initiation of other collection procedures, including referral to a collection agency. The Sponsor will be liable for any and all expenses incurzed by the County for the collection of overdue accounts. 4. The monthly billing should be sent to the attention of: . ~1"-L ff-~ NAME: S, C ADDRESS: l Z- 3 `0 ~ 0 X. C i~~,~,~ , CITY, STATE: ir~ 11) 4- ZIP CODE: ~ g &05:, 4- q PHONE / I understand that failure to pay tllese fees may result in delay in completion or approval of ttle project or other possible sanctions. O If this fee agreement is completed by someone other than the Sponsor (i.e., the project owner or aprincipal in the firm sponsoring the project), such as the Engineer designing the project, then written authorization from the Sponsor sgecifically autlivrizing the ngreement. Agent to execute this Fee Agreement is attach to th~ FeI SIGNATURE By: ~ T WA1.A'6 . S J Am ~ 1-1,. (PRINT NAME) RETURN YELLOW COPY TO SPOKANE COUNTY ENGINEERS k1p\flagreemen.fea 2/1/95 1026 W. Broadcvay Ave. • Spokane, WA 99260-0170 •(509) 456-3600 Fft?C: (509) 324-3478 '1'DD: (509) 324-3166 nir31 if or WiiY..D€PhFtTM€N1,__ . : . . - . . . _ . ._..._€A3€i11i€N~1~8 ~ . . . _ . . _ . . : . . - ~ . . , . . . . . . . . ~ - _ -.--~iw----.____..___.._~.._.......~_.; .__.~tlb . . . - - - - .-~.~oJCt~~€sc~tin~riof~~ci~i~ci~~ . . . . . LF-tTr::nT-:._....1_. nECif'CtoC1~C-l.jS€*%~GfZE€tUi€i~ t-...__ _ . . . . . _ npp~oAci~i_~€~~i1fi.~.~....___-----.--------. . . . . - --T-- ~ . . : f---•.~ ~ 1 ~ •<r ~a . - _.-----_.e. r ~i<•^ . . 2~' - . - - , . . , . : = . ~ a.._. : . . _ . - ° ~~~o~~~~l\o~-• . . _ . . . . ~ _..-x---.---..._.__.....-----•^-~- sc~iL~- . - - . . - - X ~ ~€~icTl~ii~t~i~ RM5 NAM€s- . : . . _ . . . . , . x . . . . . ~ivv dii~€~lsioNs~ . . _ . . _ . . . _ . . . . . . . . . ~ . . . ~ 'r~on~t~tY LiN€s~__.. . . . . . . . X. . - . s~T=1~si~ owrt o►t.piails..... . . . . . . . . . _ . . - onAv€s s~rA~i~-- _ . _ _ ; . . X . 'x.. _ FA7v1HGjs6iNce c~~scii~iiint;~ . . . . . . . . . X . . X . . . _ f~~FF-ic cincULATiofJ rAN X X tAMUscAfiff PtnN (266 co[ir`-i.ic 1 j . . . . . . X . x . . . a sii gi~~k.Deiai~.. . . . ~ X... . . . GE~ --...---_.-----~`-r..~------._.._ . . . RooT-con`sjrucffon - _ _ _ _ . . . . . . _ X I FVAC on noof . . - . . . . . . .X . - swaie vviut~~e cuialloiis--, . . . X . ....X r.__...--_-.- - Swale crvss Secllon ~ X X 15ro beveloped Conoil._.._......__._... hosl beve{offd Cohciltloit . _ _ . _ ~ . . . . ~..r......_ sftciACsoiL ~i~i r c1~LUI~i~io~s . _ . . - . . . _ ~~►~~i~ci~vii~~~t cnLcU, ~ i~Is. _ Y.. . . . _ _ . - - ~~tATE~ c1~tcUlA~rioi4s " . . ntrEWToNbET€WIrWcALc"s..._ . _ . _ _ . , 1o/5or1oo Y€AR i~t~-s57C~i~~sis . . _ . . . . - . ~--1Si ~-j . . ~ . . . . _ :~.v~ :~:,.r: •7''r ~~WI1VV . . ~.1.~i:i._.. '~I♦ ~i:.~' L :r •~_.~_-+._i:~i~~iu.i~'.._i+~~~~~a~:_._.....~..:C~~:...~ui~~~.~~~.~.~~_..:....~ " . ~Atrow. _ . - - ~ - . . . . e69Te_ ; . . . . - . ~ _ _ _ . . . . _ _ . . _ . C3UI~er U.B~%~ . ~ . _ Ctoss~S ope_ 2.0°lo-d. . . Droiti~ae ne ~J oralnaoe nrl~ P ri g ~ufvo Dai~ ius iic, ....-!-!-c)----- ?dvbmen sec Ion - . . _ . . . . _ r~ets/f o~ si~ e . . . . ' - . . _ . . . . . - - - ~ :►ineers Siatnp_ . . . . _ _ _ . ~uahlities/8on~ es-r~ale.._. ~/j_''.. ~ . - )ott~ ~i~r_- ~Vl~hers 81_jne!ure...._.... ~ . . . . _ ~~~f~~. . . . . ..stemp : . . . . . . . . , . ~ . _ ~ ~ : ,1Y: • ' . , • • ` . . , • ~ • • . • ' , . . . • , , . . . 1 . . . • • . ~ 0 , . Pasold Architects A.I.A. ~ . , ARCNITECTURE, INTERIOR DESIGN, CONSULTING SERVICES Z August 26, 1996 Spokane County Engineering Departnient 1026 West Br-oadway Ave Spokane, WA 99260 Re: Warehouse/ 7404 East I.ndiana To Whom it may Concern ; The attached As-Built Paving\ Grading Plan for Intermountain Supply contains calculations for the Grassy Swale areas provided. The attached calculation for Basin "B" of the Project was completed on December 6th, ] 995 and filed with the County Engineering Department. It called for a single "1'ype A.Dry Well to be installed in Swale B. Basin A contains approxiiiiate►y 25 % less impervious surface. .Both Swale A and Swale B were provicied with one Spol:ane County Type B Dry Well. Thus the actual overflow capacity provided greatly exceeds that desicyli . If you have any questions please feel free to call me, or David J. Kliewer at J-U-B. ` Sincerel ~ i ~ _ Paul lvtatthews, ATA :1?M%tjp Enclosures S-26-96 North 909 Pines Road Spokane, Washington 99206 (509) 926-9555 Fax (509) 926-9558 ~n 60WSTRING METH00 (TEN YEAR STORM DESIGN) WALLY PROJECT; ROOFING CO TIME OF CONCENTRATION (minutes) DETENTION BASIN DESIGN B BASIN: B , REVIEWER: Tc (ovedand) Tc (gutter) Areas "C" q*C NUMBER OF DRYWELLS PROPOSED DATE. 15•Nov-95 1 Single (rype A 0 Double (rype B) Ct = 0.15 L2 = 0 imp ROOF 0.00 0.90 p Total Area (calc.) (see H1) 0.76 Z1 = 12.5 IMP ASPH 0.48 0.90 0.432 Time of Conc. (calc )(see H1) 5.00 L1(A) = 200 Z2 = 12.5 NAT LAN/P 0 28 0,15 0.042 Composite "C" (caic.) (see Ht) 0.62 N(A) = 0.016 B= 0.5 0.00 0.00 0 Time of Conc. (min) 5.00 S(A) = 0.011 n= 0.016 0.00 0.00 0 Area (Aaes) 0.76 s= 0 01 0.00 0.00 0 C' Factor 0.62 Tc (A) = 1.17 d= 0.118 0.00 0,00 0 Impervious Area (sq. ft.) 20908.8 Total A Comp "C" Valume Pravided 208: 460 STORM 240 L1(B) = 0 Tc (gu) = 0.00 0.76 0.62 Outflow (cfs) 0.3 N(B) = 0 Tc(A+B) = 1.17 Area ' C" Factor 0.47 S(8) = 0 • Q=C'I'A= 1.51 Tc(tot.) = 5.00 Q(est) = 0.00 #t #2 #3 #4 #5 #S #1 Tc (B) _ 0.0 Intensiry = 3.18 Time Time Intensity Q dev. V in V out Storage A= 0.23305 Inc. Inc. WP = 3.4594 (min.) (sec.) (in.mr.) (cfs) (cu. R) (cu. ft.) (cu. ft.) R = 0.0674 (#1'60) (A'C'#3) (Ouff,'#2) (#5-#6) V = 1.54 Tc (total) = Tc (overland) + Tc (gutter) Tc(gu) = 0,00 5.00 300.00 3.58 1.51 606 90.00 516 Tc (overiand) = Ct'(L1'NIS^0.5)^0,6) Q(est) = 0,36 Ct = 0.15 5 300 3.18 1.51 606 90 516 L1 = Length of Overland Flow Holding = 0.00 10 600 2.24 1.06 745 180 565 N= friction factor of overiand flow ( 4 Iar average grass cover) 15 900 1.77 0.84 841 210 571 S= average slope of overland flow 20 1200 1.45 0.69 895 360 535 Tc (gutter) = Length (ft.)Nelocity (ft.lsec.)/60 25 1500 1.21 0.57 919 450 469 8= Bottom width of gutter or ditch 30 1800 1.04 0.49 938 540 398 Z1= inverse of aoss slape one of ditch 35 2100 0.91 0.43 950 630 320 Z2 = inverse of cross slope two of ditch 40 2400 0.82 0.39 972 720 252 d= depth of flow in gutter (estimate, check esbmate with Flow) - 45 2700 0 74 0.35 983 810 173 Area = d'B+d"2f2'(Z1+Z2) 50 3000 0.68 0,32 1000 900 100 Wetted penmeter= B•d+(1/sin(atn(llZ1))+tlsin(am(122))) 55 3300 0.64 0.30 1032 990 42 Hydraulic Radius = R= AreaMletted Perimeter 60 3600 0.61 0.29 1070 1080 -10 Velocity =1.486ln"R^.667's^.5 65 3900 0.60 0.28 1138 1170 -32 Flow = Velocity'Area 70 4200 0.58 0,27 1183 1260 •77 n= 0.016 for asphalt 75 4500 0.56 0 27 1222 1350 •128 s= longitudinal slope of gutter 80 4800 0.53 0.25 1231 1440 -209 85 5100 0.52 0.25 1282 1530 -248 90 5400 0.50 0.24 1304 1620 -316 95 5700 0.49 0.23 1348 1710 •362 100 6000 0.48 0.23 1388 1800 -412 DRAINAGE PONO CALCUlATIONS ~ Required grassy swale pand storage volume = Impervious Area x.5 in.! 12 in.lft. = 871 cu. R provided, 900 cu. ft. OK! ORYWELL REQUIREMENTS • 10 YEAR OESIGN STORM Maximum srorage reqwred by Bowstring = 571 cu. ft. provided: 900 cu. ft. OK! Number and type of Orywells Required = 1 Single 0 Oouble 07i07i02 93:55 N0. 617 D02 ~+t ~+t , ■ i ~ w ■ ~ ~ ■ r ~ • , ~ Fax Transmittal ~ ~ - ~ To: Doug Busko V Spokarte County Engineering Department ~ ~ . From: Pau1 Matthews ~ • . Dale• . 4-12-96 . ~ ~ a Numbcr of pages including cover sheet: 2 ~ . ~ . ~ ~ ~ Re: lnterniuuntain Supply I'roject . ~ ~ ~T* ~ I ~ . ~ ~ - ! . ~ . ~ ~ ~ ► , 0O ~w ■ ~ ■ ~ wM ■ ic~~ r i . ~ If you do not receive a11 the pages, please cali (508) 926•9555 as soon as possible. ~ Yhank You! ~ 0?i07i02 '13:55 N0.617 D01 IAII. No Pasold Arcliitects A► .I.A. . , , . , • ARCI~ITECTUR& INTLRIOI? DCSIGN, CONSULTINc, SERVICE.S 1\pril~ 10,1996 . DOug, Dusko : Spok~ne Counly Engineerinb llepartment ti 1026 W. Broadway ~ < . Spok'ane, W,A. 99260 Re: Project .itilermountain Supply ~ Dcar Uoug, . Duriiig the recent conversalio,l wleli Paul Chase of Fire Disti'ict 91 regarding certification of our new hyclrlnt, 1 askeci him about the need Cor the 9pecial turn-a-round ajld drywell as originaily planlled. Wc discussecl the neecl based vn the following premises, I. :Adjaeent to 11ie ltydritnt is a 30 tool swinb g11e onto tlie subject property ciccessible by lock-box, this allows luil clrive-thru on the site on 40,000 squnre foot of paved yard. 2. The perjttanent easenicnt right of way of 30 fcet is paved flild allowc open sWing acc:es$ onto National roods property of an acre Natiorial has no intention of fcncing cheir properiy off as they use it daily Coc tlleir business. . .1 . The prorerty on which the improvemcnl wi11 be located on is eascitient access lo a • . propcrly to the wcst is for sale. 1t is being agsressively tiiarketcd by 'ronilinson T.3(ack. Sale of saine would n1ike (lie improveniencs subjcct to renioval. ll secnis thzt considcririg the coilditions notcd above, the requirernents cxistiiig may be stipcrfluous lo the rire Departn,ents necd Cor functianal pcrfori»ance of iheir clulies Paul Chase is in agreeincnt with iny iliought and has personally visited llie site to support t1iis opinioil. We arc requesting witlidrawal of this requiremcnt, which at the time of original planiiing seeined necessary atld i-elevant to RIl concecned. ; . ~ ltcgards, . i , I . Wally ,laniicsori Steve Gray ~ . r-- e4'4.-.L 94c"~~ 9 , : . ~ 4~_ - F(,-L /--~A vs L-2- ; r ila I~R c, IA Arcfiitect) : cc. Pi►ul C~i"iRe . Nortli 909 Piiies Road Spokane, Wasliington 99206 (509) 926-9555 Fax (509) 926-9558 , Pasold Architects A.I.A. , ARCHITECTURE, INTE'RIOR DFSlCN, CONSULTING SERVICES 44 JA -'M April 10, 1996 Doug Busko Spokane County Engineering lDepartment 1026 W. Broadway Spokane, WA 99260 Re: Project Intermountain Supply :Dear poug, During the recent conversation with Paul Chase of Fire District #1 regarding certification of our nevv hydrant, r askcd him about the need for the special turn-a-round and dcy-vvell as originally plannecl. We discussed the need based on the following premises. I. Adjacent to the hydrant is a 30 foot swing cyatc onto the subjecl pi-operty accessible by lock-box. this allows fiill drive-thru on the site on 40,000 square foot of paved yard. 2. The permanent easement right of way of 30 feEt is paved and allows open swing access onto National Foods property of an acre National has no intention of fencing their property offas they use it daily for their business. . 3. Tlle property on wliich the improvement will be located on is easement access to a property to the west is for sale. It is being aggressively marketed by Tomlinson Black. _ Sale of same would make the improvements subject to removal. . -It seems that considering the conditions noted above, the requirements existing may be . superfluous ro the Fire Departments need for functional performance oCtlleir duties. F?aul Chase is in agreement with my thought 1nd has personally visited the site to suppor-t this opinion. VVe are requesting withdrawal of tllis requirement, which at the time of original planning seemed necessary and relevant to all concerned. Regards, Wa y Jamieson Steve Gray aPR 1 o1sss J D , , a o , A Arc iitect) SPOKAi~~ GUUrll'i EtVGINEER~ . cc. Paul Cl e North 909 Pines Road Spokane, Washington 99206 (509) 926-9555 Fax (509) 926-9558 ; ` ' , 1 . ~ 1 ~ r J r f .r C~ : i r ~t ~ , , ~ ~ r`j ' 4 ~ ~ • ! M1 ~ 1~ ~ ' ~ ' `t ~ ` . ~ > . e