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Sprague E 11003 Coffee & Pastry Shop - Gloria Jean's -0~ 0VAN SPOL...NE COUNTY DEPARTMENT OF BU._vINGS W.1303 BROADWAY AVENUE SPOKANEs WASHINGTON 98260 (509) 456-9675 Icertifythetfhaveexaminedthis petm(Vapplfcetion.atetethattheirttormatfoncontalnedinitendsubmittedbymeormyagenttocompitesaidp"iVepplicationiatrue end comeat. and authorite Spokane County to proceed with ptocessing in eddition. t have read and understand the INSPECTION REGUIREMENTS/NOTICE provlsions tncluded hereln and agree to comply with same All provlslons of laws and andinances govemtng thlstype cf w+orlc witl be compfied wiih whether apecitied hereln or not 1 understand that the tssuance of thIa permit/eppllcatton end eny aubsequent inspectton epprovals or Certiifcatesot Oocupancy shall not beconstnied to t8i~ ~~tho8tlntAoQO ~~~Q rtcel the proWslonsot any state ot local law reguleting construction. or as a warranty of confomnance wit11 the provistanaot any steteor loca) SIGNATURE OF APPLICATION OWNER OR AGENT DATF F'r,aJcrrt NUMBER= 92005113 APF'L ECAT Z UN AATE= 07/09l42 F•F>GE= ~1i 7MIS IS NAT A PEkM3'T PENAI.T IES W x L4. EtE ASSESSE"D FQR CQMMENG ING WQRI< W I THalJT A t'~'ERH IT _ _--__w_e____-..--_--___--______-.. w.,...--.. STTE S'1 REET= ji003 E S'f'~'~AGUE A'dE F'ARCEL*= 454 S3. 4524, 41c75;)3 ADDf~~SS= SPOKANE ktA 99206 Z-4 -~t~~~ FIE Ri~I'1 IJSE = G~.(~F~t~a J~'A~V 'S rAI~FE~' & PASTRY SMC~'-~ y~ z~ - ~ ~ h' _AY'O« 401852 r'I_AT N~'i~= C1F'~'~1F~TiI~lxTY tTF~.i-i42Ti3C ~ 143-3`_i 1R _C1CK= ~p w ZnNEW B-? DI.STa= F AREAw 00435910 FlA= F WxATN= DEF`TH= R/U= ; OF BLDGS'= 'f ~ AWELLINGS= WATER DY,ST = OWNFR= TERRY JEAiV' S 7NC F'NClNE= SIRFf °f= i 1003 E SF'RAGUE AVE ~~DRE99= SPoKANE wA 992)06 GONTACT NpMF= Ir.EUJIS FICKEN F'FlONE NUi"'IBER= 549 407 6315 BU.LLDING +SFTBACKS FRONT= 35 L.FFT- 30 RTGNT= 60 RCAFi= '165 REVIEW ]'iVFQkMATIOi~ ~~~~~~~~****x*x*xXxxXxXxXtt DF_PARTi~ENT REVIEW GOMMCNTS APPROVAL COMMENTS wIr A ~ w w w~ ~M w -w Y ------w ww Mw 4r -----w --rN --~--My wq -r M --r -N ---M ---w -rs ww Y e p ~ r , RUII..DI~lG F~.fiiV REVIEW C1NQUIRED T BlJTIWDINC ENERGY PLAN REVIEW F:EQU]'RED - - ENGINEER nRAriJAGE PLoAA! REQ'A Q:??-~Z MEAI.THDIS1 FOOD ,S'ERVICE REVI EW F3/v`~~j7 , ~-.,+a~~ . ~iraNNI~vG . ~z rE f I~A~! REVIEW RFGuzREn ; ~IRE IaISTR FII~E Fl_AW TD FtE REVTEWF713 RU'CLU1NG F'ERM1'T kx~~~*,X**X**xXx~~~~~~h-Xkxxxh C('3NTRF1CTOR- l.1Ni<NOWN F'HE7NE= STREL7= Ui`~ti<NCI JN FlDDF(ESS= UNKNQAN Wta LlNKNOWN NEW= X F~E00DEL= ADI} xTT OiV= C;WANGE hf= t l,7F ~ DWELL U~iITS= pCCU~'. LD= ~{L.AG HGT= '?0 .STQR]'ES-= , BLAG W X Dm X SQ FT= 1937 SF'RINt<LEk= tV ' REQ F'ARKING= 24 4NANDICAPa i CRTTICAL MA7= N f DESCRIF'TIOiJ GRQUP TYPF SQ rT VALUATICIN , FESTAURANT B-2 11N 1937 106031.38 ITEM AFSCRTPI'ION QUANTITY FCE AMOllNT a1_ - ___-___w__ COMMERCTAL. VA_UATIQN Y 664.00 ~ PL.. AN REk' ~ EW F'-'E" y 431.60 % STATE SURCHARGE Y 4.50 CCIMMERCIAi,. SURCI-IARGE': y 119.52 t EiVGINEEkS REVIEW Y 54.00 PrRmf T TYF'E FEF AMQl1NT AMQUNT PAIIi AMOUNT O41~NG xiUILD] NC, FERMIT 1269.62 .00 1269.62"' .......«1'269•62 .00 1269s62 I°'RQCFSiFD BY 14CNDEI» , C',I..AFi x A P~INTED BY WENI3EL, GLOkIA C~`~FlAi~K YUU ~cxx4c 0444-) 6 1 ao ftlih . . ♦ . w ~ w WA I 1 ( I 4 7 1n / / ~ Nt rl 4 w • • w • w J /y/f ~ rt I ~ BLDCv~ - . P~.~.r # ■t1r •FU~ ~ IRUBS'9 ~ ~ Rejaro V`ue , Datea to Radew 0&01w92 ~o 6bw LPRE~AFPUCA170W Date to AA &-DR , ~ =Da&FR "'~fved os-15-M rrojec.tiNme RE STA s- GLrORIA J.LANS.S No. T-vots No.A►~rds 4003 ~a~a~. c-'Tc~shi~+-- ~n,~e ~3.~D~t7S E SF-. ~r~~~ E 01 GILI Sl PARCi9J.e # 165434523 "r'C2 I > - _ ~ - ~ i A-ppHcaut'sX&=. .FAM.LINVOREN ph, ar,ie # 466-u2~ ~ Addms War,k ~ 1]am Can-T~ons mafled ContaGt perscrn _ ftane # FLDOD ZONE° Yes N`o ,I - - - - - - - en,giaeear 1swveyoe& I-ArcWftt`s NameS waier Addrm ScNrer, Rlamng; Contqc;aPepen Phonc ~ 45&2W5 ~ Date SuhWtted ~U~S~~iRtion ta~4'~►I~ ~f 1 AGREERtENT7O ~FAYiEES COriPLE"iM, ~ ~ vl FMAL P!LAT =M:5 commmb , -t - 4 . NV~j~.+3y i'V FlUBLlt# 1 3 4 6 irW" U + -VIRNOi. iiEWE}/ I~ = i ~oTlc~' i Y , P~L - 1 • ilEi'/S TO ~~~V IG~ - - f~ (~~~J ~z ~f~ 4 ~ e i 1 ~ ~ I - _ - ~ a Cgpo~~-+~,s+'0 -3kt,C7 ~ '-Vew , ~p 694W.4 540t ~ ' -V~uL ~ I I, r I I kv"eftww:tjor - i f T r S P O K A N E C O U N T Y OF'E1CE OF THE COUNTY EN'CfIYEER ~ A DNLS[ON OF TNE Pt18LtC WORKS DEJ'ARTMENT Ronald C Horniann, P E, County finguteer Dennis M Scott, P 6, Dirmtor AGREEMENT TO PAY FEES ENGINEER'S AGREEMENT NUMBER 3o 6 ~O 57 9 Tbis agreetnent between Spokane County and CAL) ~ (nnme ot ptmn) whose interest in the project is DwN6M ki.e avrrmr, ngeai, ew.) , b is entered into this ~2 N- day of I -ul~`~ ,19 ~2 . This agteement is appUcable to the project . own as. E. 1 oD3 6PRR-6uF - GLot2t~ IMN`s GovRW&r Co . tpwj um r ~ That the individuals and parties narned herein as having an interest in the above described property or project agree to the foltowung: 1. Reirnburse Spokane County for project review and inspection fees as specified in Board of County Comcnis.sioner's Resolution 80-1592 attachment C, as amendcd The fees will be based on actual salary cvsts incurred by Spokane County for project reviews and / or inspections pius a ten percent administrative charge, and will be billed monthly as aecrued. 2. The undersigned agrees that these fee.s are due and payable upon receipt of the billing as specified above. The montbiy biliing should be sent to the attenhon oF. rAVL- E • t- 'tr pGF-V'4'J NAME• e-1, v &l..Onk cpC>VgM.E1" cvF-Me ADDRESS: k10t'Z'M 17,D14 "N%t-OC'K crrY, srATE: yf2o Ka*3E f v~R ZIP CODE 'q q 2 10 PHONE 'J(o G - 7 zf 7-3 I understand that fatture to pay these fees rnay result in detay in oomptetion or approval of the project or other possible sanctions SIGNATURE By: (PRINT NAME) RETURN YELLOW COPY TO SPOKANE COUNTY ENGINEERS ~*ftgrecmenlee WI1 )effersnn Spcakan@, WA 99260-0180 (509) 456-3600 FAX (509) 456-4715 ♦ ~ RECEIVED ~ . , JUL ~ Qim REQUEST FO8 DBSIGN DBVIATION . ~ E~llln E~~ ~ R0AD NAME GILLIS ROAD DATE 7/10/92 (Rp/Itlp/PIAT/Z.C. No. ZE - 119 - 84 FEDERAI./STATB PROJEG"r NO. N/A pROJPCT TITLE Building Fermit €or Gloria Jean's Caffee pgpJgCr I.111ITS The northeast c0rner of the intersection of Sprague Avenue and Gillis Road - Parcel # 16543-0523 & 0524 . RjCIS1'ING CONDITIONS: P80POSgD IMPBOVF.hII:NT: BpAD VIM 30' -1" 40' (add 5' to rnadway east of q, ROAD SDRPACS A.SDha 1_i Gon rpi-p ' 1- Concretp AVG. DAILY 1RAFPIC Light- no count available ' fic Current Design ear PROJBC'r DESCItIPTION As nart of Count, Engi n~g~~ar~nt icrQrn„ re,m+-s Zone Change ZE-119-84, Iten # 3 stated: "ApA11CaTlt Mh~di=1 iMprnve Cil,lis Rnaa in a manner consistent with Spokane Countv TYPICaL roadwav Section No. 1 inimum navina 'dtYi Access Standard. DESCRiPTION OF STANMD IlHVOI.VSD A-~ curreritlx described in Spokane Cowa.tv Enaineerinq SpECifications, this wvuld require a 40' pavement width and a eix-foot wide sidewalk., PROPOSBD DBSIGN DBPIAMOA1 Tnstall new s3.dewalk per Spolcane County Standards, artd leave existi.ng curb and roadway width at 3U'. JIISTIFICATION There is very little traffic on Gillis Road, and this project will nnt appreciably inczease tratric. ~ine net result of wic#ening the road wTould be to add , onl.y oi ttive feet) of tndth to the east half af the riaht-of-waY. This would create an ot:Eset in the roadway width golnc into the resident3.a1 area immediatelv to the north. In order to acccamplish this road widenina it will be necessarv to remove 320' Qf existing curb and install a new curb 5' to the east.f repave 5 additionai feet of roadwav acW=. 320 feet lonq; demolish and replace the existina 20' radius at the 11E corner o€ *DjMWe and Gillis; and relocate a traff3.c sicnal pole at that same corner ktdrh was 3 nst 7 1 ecl in 1989. In l2eu of wz.denmw the roadwav, i,re nronose ta add a new sid ?k afi 2art-_of the new construction currently in application £ar raermit. Submitted by Lewis Ficken 7/10/92 Date A,ddress E. 1111 Longfellaw - Spokane, WA 99207 Phone number ( 509 ) 487--6315 20 ` / ~ r ~ t ViCr STAFFR.ECOMME ONS; z . , . - ' _ - - ~ d S Appro d Not Cpprjved o jec t t4anagei ~ Date c~,~ ~ w I~ir , , ~c~ / r-d ✓e~ . . ` 'eS r_ • • ~ Appro Not Approved n . C C ) ` ineer r Date 4~ia,nuing ~En,g ~ o;~ _ i ~~trT - - - ,j/ Appr ° d Hot Approved • Pro jec t M,anagement Engineer Date Ap ro j d ^Not ( Plsr; ved ~ - ~ erations Engineer Date Appro d Not Approved ~ fc ~ C ~ ' Coun'ty Engineer Mate 02510 ~i ~ ~ R....~. . , RECEIVED PRE-APP'LICATION CO cE JUN 0 31992 EAST 11003 SPRAGIJE ~ GIARTA JEAN'S GOURMSr COFFEE RFSTAURANT ~ COM1n Ef161NEEN JUNE 1, 1992 Note to A}ppliaant: Sorne time ago the Cowry r+erngnit,ed the need to streQmline the building permit system and ocavndlngly intttated these CoV~rvnces. Commertts to date rndicrue the ao►n, fenences mtie success, f:tl and do enhance the pemit sywem A.4 a necent pmtidpant, woe would appnedate a»y comments you mlght liave to, fitrther improvoe the proce.ss. Should yoL havoe arry questtons or cvnaerns regonding your aor{ferenae, pleam cnntact me at 456-3675. Sinaerely, James L Manson, Dlrector Cornedions or Qmnges to: * Plans - Srrbmit seNen (7) sets of revised site, dr+ainage, and lundacape plans plus thr+ee (3) cnmplete sets of construction dnawt»gs to the Depmiment of Brrildings for ackawwledgement cvid distributio» to the apFropsfote agencres In order for all agencfes to eqeditiously pr+vcaa your project, it i.s fmportant that 8ubmittals include all necessary drawtRga arid docwments to tnsure thQt revrew of yorrr projecat is completed Iie the leost mnount of time. * Minutes - Please notify us wttfun one day of your rewept of the minutes Should wforeseeoble ctrcumstance.r or cavn, jIlcx4 arise with your projed, please cnntaat Tom Davia for arsistonce or clarification. . -CALL TCZORDM The meeting was called to order at approximatiely 10:00 a. m. by the Department of Bmldings Code Compliance Coordinator, Tora Davis, with the following in attendance. ~ ldff. , PARTI(MANUM APPLICANTS;, Carol Bradburn, Department of Buildings Lewis Ficken * Draftech * Pau1 Chase, Fire Distdct No. 1 E. 1111 Longfellow * Spolane, Francine Shaw, Planning Department WA 99207 * 487-6315 Bobby Stone, Department of Buildings Bob Turner, Division of Engineering & Rcads Roger S. Krause * Gloria Jeaa's Daryl Way, Health District Gourmet Coffee * North 12010 Hemlock * Spokane, WA 99248 * 466-7423 SCOP'FJPROJECT DESCRIPTION: 1. General Overview - The owner, Gloria 7ean's Gourmet Coffee, is proposing to construci a new building consisting of 1,836 square feet. Proposed will not be a full service restaurant. There will be ao food preparation on the site. Praposed will offer a drive through windvw plus inside seating and will specialize in the retail sale of coffee, coffee beans, tea, milkshakes, cremosa, soda, flavorings, cookies, and pastries. Proposed will not be a full service restaurant and no food preparation will take place on the site. All groundskeeping will be contracted out. The applicant is anticipating that plans will be submitted for plan review by the end of June. -1- S Y OF DFPARTMDTAL REQ : . I. Planning Department (456-2205) - Francine Shaw A. Discussion Items 1. The proposed is located in a B-3 zone. The proposed use is allowed in the zone. 2. The proposed is located on parcel number 16543-0523 and 0524. The site is effected by Zone Change ZE-119-84 for which there are conditions that must be met. 3. Please contact the Assessor's office and obtain the parcel creation date for the above parcels. In 1988 a parc,el boundary adjustment was apparently completed. P1e,ase verify the exact nature of wbat took place with that boundary adjusumt so that the Planning Department can establish the parcels as buildable. 4. Please aggregate the two pazcels into one parcel through a Certificate of Exemption whieh can be completed adrainistraavely through the Planning Department. 5. Requireci setbacks on the flanking street (Gillis Road) are 35 feet from the property luie or 65 feet from the center of the road, whichever is greater. In order for this requireraent to be met the applicant may: (1) move the proposed building five (5) feet to the east or (2) apply for an Administrative Exception for the flanking street setbacks. The Admirustrative Exception wouid not require a public heauring, and could posubly be basel on the requured setbacks fot the site at the time that the parcel was created. The apphcant was told that the previous setbacks for the fronting street were 20 feet from the property li.ne or 50 feet from the center of the r+oad. Application for an Adnunistrative Exception requires that a copy of the Assessor's map be filed with the request. ~ 6. Parking as illustrated is adequate. Nineteen (19) parking stalls are required and 24 are illustrat,ed. Please illustrate traffic control devices on the revised site plan and note that all pazking and travel lanes will be paved. 7. The height of the proposed sign as illustrated (35 feet) is allowable. Please illusfte all dimensions of the proposed sign on the revised site plans. 8. Outdoor refuge storage areas are required to be surrounded by apite obscuring fence that is a mirumum of 5-1/2 feet in height. ; 9. The applicant stated that they may construct an outdoor storage area. It was noted that this must be enclosed by a site obscuring fence up to 8 feet in height and may not be located within the required setback area for flanking or fronting streets. 10. A site obscuring fence (a maximum of 8 feet in heighi) is required along the north property line and the portion of the east properiy line that adjoins residenbal zorung. The applicant was givea a copy of the zonmg map for the sitie. -2- ~ ~ 11. Please submit a lighting plan for review and approval illustraang the location and direction of illumination of all proposed exterior lights. 12. The applicant was given a copy of the requirements for projects locat,ed within the Aquifer Sensitive Overlay Zone. 13. A five (5) foot wide strip of Type III landscaping is required along Sprague and Gillis. The six (6) foot wide stnp illustrated on the site plans is adequate, however, please extend a portion of the landscaping beyond the north aucaess lane. Landscaping as illustrated for the parking lot is adequate. Landscaping strips along the north and east property hnes are required by the Zone Change as a buffer from the adjacent residential zones. Neither the vindth of ttus required Iaadscaping strip nor the type of landscaping required are specified, therefore it is at the landowner's discretion. The applicant asked if this Iandscaping could be installed along the parking lot. Francine Shaw will discuss this with her supervisor and contact the applicant this afternoon with their determination. Ple.ase submit an estirnate frvm a nurseay includ~ng size, type, curbing, quantity of landscaping, itemized cost of the imigation system, and the cost of lator along with a promissory letter from the owner stating the landscaping will be installed. B. Percnit Release Requirements 1. Please submit an estimate from a nursery including size, type, curbing, quantity of landscaping, itemized cost of the irrigation system, and the oost of labor along with a promissory letter from the owner stating the Iandscaping will be installed. 2. Please submit documentation verifying the parcel creation date. ° 3. Please aggregate the panaels into one p0rcel through a Certificate of Exemption. 4. Please submit a revised site plan illustrating traffic oontrol devives, paving, sigaage, lighting, exterior refuge storage area fencing, landscaping, fencing, and setbacks for review and approval. U. Spokane County Air Pollution Control Authority (456-4727) - Kelle Vigeland ~ A. Discussion Items 1. Comments were given to the Department of Buildings by Kelle Vigeland and were presented at the meeting by Tom Davis who summanz,ed the following: - Proposed must meet all air pollution regulations, including those dealiag with dust emissians during aonstraction and excavadon projects. - Measures must be talcen to avoid the deposition of dirt and mud from unpaved surfaoes onto paved surfaces. -3- ~ ♦ • - All traveled surfaces are requu~ed to be paved. III. Division of Engineering & Roads (456-3600) - Bob Turner A. Discussion Items 1. Comments were given to the applicant and the Department of Buildings by Bob Turner. 2. Please submit a drainage plan for the site that is in compliance with Spokane County Guidelines for Stormwater Management as detailed in the handout given to the apphcant at the meeting and attached tro the applicant's copy of these minutes. 3. Please submit road and drainage plans prepsared by an engineer for road improvements to Gillis. Gillis shall be improved to 'I`ypical Roadway Section No. 1, Access Standard. All required road vonstrucu4n (sidewalk, curing, pavemeat) shall be oompletsd prior to permit issuance or a bond in an amount estimated by the County Engineer to cover the oost of oonstruction shall be submitted. The applicant was advised to submit the road and drainage plans as soon as possible so tbat permit issuance would not be delayed. This requirement applies to the enttre frontage of both parcels along Gillis. Forty (40) fee.t of asphalt is required. Please ideutify the width of the right of , way on the revised site plans. If the asphalt is 40 feet wide, then the existing curbs and sidewalks can be al.lowed to remain. 4. Approach permits shall be obtained for aew and/or altered driveway approaches along connty right of wg. If any of the. existing approaches are re,moved or are not going to be utilized, thert the e~usting approach must be replaced with curbing and sidewalks. Please identify the existing curb cuts on the revised site plans. ~ ~ enty-fiv~%~) feet is requined from the corner of Gillis and Sprague to any roach "the Mte. PP ~ ~ 5. On the revised site plans, plmse illustrate additional detail on the traffic movement and proposed traffc circulation for the site. 6. The apphcant is respansible for arranging for all necessary utility adjustments or relocations. J i 7. An Agreement to Pay Fees was givea to the applicant during the meeting. The agreement is to be signed by the owner and returned to the Division of Engineering & Roads. Plan review will not be completed until this document is executei. B. Permit Release Requirements 1. Please submit a drainage plan as described above for review and approval. 2. Please submit road and drainage plans prepared by an engineer for road improvements on Gillis. -4- ! i . 3. Appraach permuts shall be obtained for dnveway approaches along county rigbt of way. Abandoned approaches must be replaced with curbing and sidewalks. 4. Please submit more detail on the tc-affic and circulation plans for the Proposed. 5. Please submit a copy of the Agreement to Pay Fees signed by the owner. IV. Health District (324-1577) - Daryl Way A. Discussion Items 1. The water purveyor for the proposed is Modern Electric Water Company (928-4540). Please contact the water purveyor to review requirements for back flow preventers. The size of the water line is unlnown. 2. Proposed must oonnect to the available sewer. Please contact Spokane Counfiy Utilities Department at 456-3604 for the location of the sewer stub serving the PI'aPertY- Please properly abandon the old on-site sewage disposal site if it is located during oonstruction. 3. Since the proposed is a food service, a permit from the Health District will be required. Please submit a complete set of plans and specifications detailing the room finish schedules and equipment schedules (meeting NSF staadards) for review and appmval. 4. Please submit a critical materials list to the Department of Buildings for review. 5. All construction debris shall be tak+en to a licensed landfill. ~ 6. Please maintain the north portion of the property in a weed free and tcash free manner. B. Permit Release Requirements 1. Please obtain a permit for the food servioe. , V. Fire District No. 1(928-2462) - Paul C:hase ~ A. Discussion Items 1. Fir+e flow for the proposed has been calculated for 1,250 G.P.M.. 2. The existing fir+e hydrant across the street from the praposed on Gillis is adequate, therefore, no new fire hydrants will be required. 3. Approaches aad traffic lanes as illustrated on the site plans are adequate. 4. A lock (Knox) box entry system for fire department personnel a.coess is required to be installed. Forms for ordering was given to the applicant. The -5- I ~ ~ . completed forms are to be returned Lo the Fire District pnor to release of the building permit. The box shall be installed prior to axupancy. B. Permit Release Requuements 1. The order form for the lock (Knox) box entry system shall be submitted to the Fire District prior to release of the building permit. VI. Department of Buildings (456-3675) - Bobby Stone A. Discussion Items 1. Plan review has been complet+ed on the site plan only by Bobby Stone. 2. The proposed building is being classified as a B-2 occupancy, Type VN construction. 3. Please submit a criticai materials list for review. 4. The proposed shall meet the minimum requirement of the Regulations for Barrier Free Facihties. Proposed should also comply with the provisions of the American Disabilities Act. The Department of build.ings will aot be requiring complianoe with this act until it is adopted as part of the Washington State Banier Fr~ee Regulations, which is not expected to occur untii Jul , 1992. For re information about the Americans with Disabilities Act, call 1-800-4 5-7232. 5. Structural calculations and design specifications prepared by an engineer will be required tio jusfiify the adequacy of the structural system. Specifically, please justify how the diagonal bracing in the dining are,a where glazing is indicated will be maintained. The applicant questioned the submittal of engi.neer prepared structural calculations. This will not be requir+ed if the applicant can substantiate and illustrate adequate bracing. 6. Proposed must cornply with the requirements of the Washington State Energy Code. 7. Pleasa submit an equipment list for rreview. Catalog cuts will be adequate. Specifically, an equipment list for the fixed seating will be required so a determinahon can be made on the occupancy load of the proposed. , Please illustrate the type of seating for the pmposed (i. e. , tables, chairs, combination of those, etc.). The occupancy load is fifty (50) and anything over that may effect exiting from the proposed. If all of the proposed seating is single seating, then the occupancy load as illustrated will be 46. 8. On the revised site plans please identify the location of the old building. Soil comgaction tests may be required if any portion of the praposed building is located over the basement of the old building. The applicant stated that the proposed will not be constructed in the vicinity of the old buiiding. Records that the applicant had ideatify the old building as being located 33'8" from the property line and approximately 70 feet from Gillis. 9. The front page (cover sheet) of the construction drawings shall contain, at a minimum, the professional stamp with an ~ri inal dated signature. This cover -6- 1 v i • , sheet shall include the building address, legal descripuon and index orf pages being submitted under the professional stamp. B. Petnut Release Itequirements 1. 1wo oomplete revised sets of plans addressing the items discussed during the meeting and other items from the plan review letter, needs to be submitted for review and approval. AD70 ; The meeting was adjourned at approximazely 10:45 a.m. Copies of Mmutes to: All participants Dennis` Scott, Public Works Department Kelle Vigetand, Air Polludon Control Authority File -East 11003 Sprague Gloria Jean's Gourmet Coffee Restanrant ~ . -7- ~ ~ > Summary of Requirements -$ast 11003 Spraque June 1, 1992 For your convenience the following is a listinq of the permit release requirements found in the minutes and can be used as a e,hecklist while the proposal is in the application staqe. If you have any questions or concerns, please let us know. PLANNING (456-2205), n Please submit an esti.mate from a nursery includfng size, type, u curbinq, quantity of landscapinq, itemized cost of the irrigation system, and the cost of labor alonq with a promissory letter from the owner statinq that the landscaping will be installed. n Please submit a revised site plan for the entfre parcel u illustrating traffic control devices, paving, signage, lighting, exterior refuge storage area fencing, landscaping, fencing, and setbacks for review and approval. n Please submit documentation verifyinq the parcel creation date. u n Please complete a Certificate of Exemption aggregating the u two parcels into one parcel. ~ Notes: DIVISION OF ENGINSffitING & ROADS (456-3600) "K Please sub a drainage plan for review and approval. o n Please submit road and drainaqe plana prepared by an engineer u for road improvements on Gillis Road. ° av~ n Please obtain approach permits for driveway approaches along u county riqht of way. Abandoned approaches must be replaced with curbing and sidewalks. Please submit additional detail of the traffic and circulation plans. 1 i ? Please submit a copy of the Agreement to Pay Fees signed by the ~ y owner. ~ otes: H$ALTH DISTRICT (324-15601 n Please obtain a permit for the food service. u Notes: - - t I Fn2E DISTRIC'F 1d0. 1 (928-2462)- n Please submit the order form for the lock (Knox) box entry v system. Notes: ~ ~ BIII-LDIIdGS (456-3675), n Please submit two complete revised sets of plans addressinq the v items discussed durinq the meeting for review and approval. Notes : _ - - , ~ _ j ***REMIYdDffit*** Please subnnit all revised site plans to the Depart- ment of Buildings for distribution. ~ ~ • 1 Page 1 OFFICR OF T8E COQNTY ENGINEER BPORANE COIIIa'1'Y, WASBINGTON Project: Restaurant-Gloria Jeans's Coffee Date 6-01-92 Address: E. 22003 Sprague Parcel No: 16543-0523, 0524 Ref No. B92059 The County Engineering Degartment has completed a review of the above referenced project. The fallowing 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 containing 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 must contain: 1. Drainage calculations for stormwater volumes qenerated 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 subject property is affected by the "Findinqs and Order" and the "Conditions of Approval" for the following land use action: Spokane County Zone Chanqe No. ZE 119-84 C) The followinq improvements wfthin adjacent Right of Way are required prior to the release of a bu.ilding permit: 1. You must submit raad and drainaqe plans for street improvements. These inust be prepared by an enqineer. Plans must be prepared for the following streets: ~ection a. Gillis, Typical Roadway No. 1, Access Standard All 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 amount estimated by the County Engineer to cover the cost of construetion or improvements shall be filed with the County Enqineer. Required plans are to be submitted prior to estimating the amount of the financial guaranty or permit release. Note: The road improvement requirements for Gillis apply ta the entire frontage of both parcels. ~ • • Page 2 2. Approach permits must be obtained from the County Engineering Department for driveway approaches to the following streets: a. Gillis b. Sprague note: existing approaches that are to be abandoned must be replaced by County Standard curb and sidewalk. . Dj Insufficient information was submitted with the proposal. We are unable to proceed with our review. We will need the following before we can proceed: 1. Site Plan. 2. Drainage plan as specified. 3. Other information: a. Road Plans for Gillis, please contact an engineer as soon as possible so that this requirement does not delay your permit. Show existing curb cuts and identify the roadway width. If the roadway width complys with Typical Roadway Section No. 1 then only sidewalk plans will be required and the existinq curb type can remain. b. A parking and traffic circulation plan shall be submitted and approved by the Spokane County Engineer. The desigri, location and arrangement of parking stalls shall be fn 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. E) Utility Condition: Penaittee is responsible for arranging for all necessary utility adjustments or relocation as required for completion of the improvement. F) The owner of the property or the authorized representative a►ust complete and siqn Spokane County Engineers "Agreement to Pay Fees". This document must be returned to the County Enqineers 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. Only after all the information and requirements listed above are supplied or completed and the necessary review has been accomplished will your building permit be released. Your contact person at the County Engineering Department may be contacted at 456-3600. Your contact person is Robert Turner. lw ~ ~ ~ ~ ~ • I, ~ 1 ~ M ~ 0 e~~~~ o ~ ~ t• A ~ u€ Z o A c ~~a C z~n - t t ~ Z ~ . , Fr{ 1 ' gcp ~ 61. 'I o~ ~p - nb►o o~ ' ~ . , C- ~ ta 0 r - m ~ ~ L ► v ~ S ~ ~ l0 • ~ ~ 0 ~ ~ o C ~ ~ ~R~= p ~nsy ~ pn m L ~ I ` • ~ p~°~ L► i ~ P ~ I _ _ + 'f . • Paqe 1 OFFICE OF THE COQNTY ENGIN$$R BPORANS COIINTY, WAB$INGT4N Project: Restaurant-Gloria Jeans's Coffee Date 6-01-92 Address: E. 22003 Sprague Parcel No: 16543-0523, 0524 Ref No. 892059 The County Engineerinq Department has completed a review of the above referenced project. The followinq 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 containing 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 must contain: 1. Drainaqe calculations for stortawater 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 subject property is affected by the "Findings and order" and the "Conditions of Approval" for the following land use action: Spokane County Zone Chanqe No. ZE 119-84 C) The following iYaprovements within adjacent Right of Way are required prior to the release of a building permit: 1. You must submit road and drainage plans for street improveffients. These must be prepared by an engineer. Plans must be pregared for the following streets: ~ection a. Gillis, Typical Roadway No. 1, Access Standard All required construction (sidewalk/curbing/pavement) within the Public Road Right of Way is to be completed prior to the release of a buildinq permit or a financial quaranty in an amount estimated by the County Engineer to cover the cost of construction or improvements shall be filed with the County Engineer. Required plans are to be submitted prior to estimating the amount of the financial quaranty or permit release. Note: The road improvement requirements for Gillis apply to the entire frontage of both parcels. rI - gage 2 2, Apgraach permits must be abtained from the County Engineering Department for driveway apgroaches to ~ the following streets: a. Gillis b. sprague note: existing approaches that are to be abandoned must be replaced by County Standard curb and sidewalk. . Dj Insufficient infornat3.on was submitted with the proposal. We are unable ta proceed wit.h our revYew. We will need the fallawing before we can proceed= 1. Site Plan. 2. Drainage plan as specified. 3. 4ther information: a. Raad Plans for Gillis, please contact an engineer as soon as possible so that this requirement does nat delay your pexmit. show existing curb cuts and identify the raadway width. Yf the raadway width coxaglys with Typi.+cal Roadway Sect3.on No. 1 then vnly sidewal.k plans will be requfred and the existing curb type can reYnain. b. A parking and traffic circuiation plan shall be submitted and approved by the Spokane Cnunty Engineer. The design, locatian and arrangement af parking stal.ls shall b►e in accordance with standard traffic engineering practices. Pauing as required by the County P1anning Ordinance, Will he required for any portian of the pxoject which is to be occupi.ed ar traveled by vehicles. E) Utility Candition: Permittee is resTpansible for arranging for all necessary utility adjustments or relocati.an as required for campl.etion of the improvement. F) The owner a f the praperty or the author iz eti representative must complete and sign Spokatle Couxity Enqineers "Agreement to Fay Fees". This docuraent murst be retuurned to the County Engineers Of f ice . Flan review will not be completed until this doctunent is executed. This docum+ent is attached to these camments. Please xeturrt the cvmpleted Agreement ta your contact person at the Engineers Department. Only after all the infarmation and requirements listed abave are supplied ar coinpleted and the neeessary review has been accamplished will yaur building permit be released. Yaur contact gerson at the County Engineering Department may be contacted at 456--3604. Yvur coritact person is Robert Turner. ~ _ ~e. ~ ' ~ ~ ~ - o•--. w/t ~ - w/a ` , ~'-1 aTA"06.0o cw,+coeTa E t~► w.~ ( iN ww sf P....Ir _ 1 MvEMBNT, 9HH MGTB ~ •CgMaNT CuwCqera C0U8N80 !lU4PAGNa rO0 CUlfiBB . CU00 T1'pE 'p' CdUAHdO 8UQFAGWO WB! CtxJ06e. O0~'HGMW/C &K 1U&JAPIG A►10 BCALO MGTE,,. . i pannfwa ceuewr caxQans a&vawewT M"Y ee ueo4 WHa►i ~ 1lCS/~►t71~/S►Y °JE CT'dC~hl ~JC~- 1 .~opa~!flo eY TMe cw►~rr owor►;ae* twCwoes 66ui. ea ' OBT1141N1►-m0 0r tOArWK Lu%oA ~ T'f01CJ►LL~f QBVtXOlO PAi10 N4bIW I WlIT~•WIAILY AWp o0tt.%*WS6 . iuo~er4~u. oue~.~e ~ aus~ - ou0uc ~ t " , srsNo~►oo ~ - _ araear aaoutae►nemm t2OADVf,b►1~ SEGTIV, ,~.I ' _ uiuiMUM - IJC~• 1 a sc r± n4ic+waa9 o~wso wAu% . -.L.---- ~ir'PeCB GP ,e,ccees"~ ~ACO t~ a~ Yse Gc,uiJTY eNaWee 61rw,► ec;~~ec w ACJ - ~ y~• Yes s a*u►We c.uu~ sru51 . ve~ sPOQ~veO . 9@CWJOAnY 44 4 G4 Ge 1IE8 e~a4Q C~uNrY ~aNeea M , A.IUQ 40 4~ i- t• 01 QwTB . NGT T4 8CAL8 6N88T 3l ■ i ~ - ~ ~ - - ~ ♦ ~ ti I . ~ NOTICE OF TRANSMITTAL ~ .8~<K~ ~++-ry.~w „ {r ~ .Y . ~ A 't~ ♦ ti n +~r ` . . , ` '~7{ t a~ Vy~~ , } ADDILWVV PROJECT # . k»~ 1 4} . . . . . . . . . . . . . ~ c a ~Y r PARCEL WLEGAL DESCRIPTION: . 1 BUSINESS NAME ` , Yc r ~ s~3- 0 5a 3 t~~ r yh t ~ ~ PROPOSED USfi ES'~A LA.424~rAT ~ ~ ~ CONTAGT --f 4"L., PHONE L416- - / qa ' • 2~ 3 9 ~ w} •''e6nf4'w ~ ~ } 'eS1 ~ei t Lr t ~ ~/r + 'r~ .fi0. x ry. °~'P~ ~ [ ♦ O ti ~ x i J ~ i~~~ r~ •r r~ ` ! ~Y"^ ~ v'~XfeA~ W TYPE OF CONFERENCE PREAPPLIGATION PRECONS"I'RUCTION ~ DATE: &ME4J qQ'~L _ V TIME _D: pp A,.11A OTHER ~ f ~ DOCUMI~NTS CIRCULATED IF DISTMUTED TO: tM ntsr REC'D DBSQttMON BUII.DINGS IPLA►NNING JISBALTH ~ SCAPCA rra OZ'HER Site Plan ae )(rev.) Criticai Materi,als List r Parldng Platn ~ y Signage Plan Lighting Plao t r , • Drainage Plan ` . Drainage Calculatioas ~ A \ Agreement to Pay Fees , , Irngation Plan ~ , Landscape Plan ~ k~ Promissory letter ~ Lauidscape Cost Estimat,e vx Traffic Circulation Plan Construction Drawings v A J. J J 1 t 1. \ Flooc Plan WE The above items have been ceceived. Date of tcansmiual. ~r ts l p~ Yy • ~ ~ 11 Spokane County Depactmant of Buildings « Wes 3 Sroadway Avenue * Spokane, WA 99260 •(509) 456-3675 3 . 4 OD N ~ ~ m ~ f~9 w i C~► r. 4 R ~ ~ ~ yvf~ c tl,ls~'' - ai -S 3~ vM 14W ' ~R T~'Z''~► : N~►~"~r,,a'~`o~ ~ ~,~t~`~ ~~`S ol ~`5 v r► p1C1~,~P~' ~'},w,,,~~' v► T. ~ 1 ~ ~ o ~ . p~,g. ~ ?05( ~ V4, 's+ ~ • ~ ~`°,~o ~ ~A~~: I~- , ~ ! i! ~.~~l~51~~JM~ ~ • './/+/E~ t0t3 1A1 h ~ 4~N ~{~l,p • Xt OvWO ~ coo~ ~ R~ tAYLQA EN&3NEERIN6. INC. DATR FILE: W. 106 HtSSIOH AVf.. SUITE 206 SPQKANE. NA. 99201 RATIONAL METHOD IO YfAA AETUAN,FREAIlENCY PRQJECT: 6LORIA JEAN S DATE: 21-Ana-92 TOTaL AREA ERG1 0.43 DESIBNED: SCOTT M. 9U5CH CtfECXfO: 6ASIN: A ; 12) i` i l~~ ~~~1/~ I~.~j I~~VI t'}"'~- /1 T1tPE OF SURFACE tS@UARE f001AfiE~Rl11d~~F G~EfF. ! - . - ROADS. ASPHALT. 1 I _ 530 ~ 4.4 S 13177.2 1 ~ 0.9 i 0 ~ RESIDEMT1Al ~ A ~ . LAtJDSCAPE AREAS ± 1570 ~ 0.15 ~ 535.5 0 ~ t 0 4 a s ; t o TOTALS 18878 14312.7 DEVELOPfO 'C° = 0.76 jIHE OF COaCENTRATIQN (WIN): LESS THAId 5 NIN. RAINFALL IEtTENSt1V fINlHR1: (j) 3.18 MRx IHUp RUNOFf RATE (CFS ) Q = Ci A , _ . _ . . _ _ QVERAIt: 1.04 ✓ ~ RECEIVE~ ~ ROADS ONLY: 1.01 ~ QLS 2 14992 i 9WaLE VOLUP(E REBIliRED: ASMLT AREA x 1/2° 638 CitBIC FEET '0" GMM E~Eii~R ` 1276 SflUARf fEET ! .5' DEPTH ✓ ---PAOJECT SWALE: /2%Z sr g. 5 ~ AEp7~ ~ Uious / 70 OF 5 AEpr# sF o r*- > I z 76 4ab . . : ok _ f38z ~ ~ 7 . . 80mSIRIN6 METHDD DATf AUE. 21. 19,91 ,DETENTION BASIN DfSI&N Preoared bv PROJECT- fiLOAIR JEAN'S iAYLOR EN6INEERiN6 8AS1N ND- R Time Jncrement (e3n) 1 5.04 i Time of Ct+ncentration (Ri1R) i 5.00 i Out4looo fc.f.s.l ! .30 DQNE TYPE °A° ORYWELL Desian vear flow 4vrl ; 10.00 i Area (acres) ~ .43 ~ Develaoed "C° factor S .76 i 41 = 02 ~ 03 ~ #4 ~15 #6 ~ 07 0 Time Inc. ►Tiee Inc. ;inten5itv # 9 dev. ~ V in S V ait tStoraoe 1 (ein) 1 (3er) !tin.lhr.? f(c.¢.s.) lcu. ft.l 6 tcu.ft.! S lcu.ft.)1 Mi f 60) i 11AIC10 ;tsee beiottl t(autf1oa1#3) z lW461 ; - - 5 f 300 S 3.18 i 1.04 ; 418 Is 90 t 328~ 10 1 600 1 2.14 1 .73 1 514 ; 180 i 334f <638 CF 15 t 900 t 1.17 .58 i 584 f 210 ~ 310S 20 : 1104 1 1.45 S .47 ; 617 ~360 1 251. 25 S 1500 S 1.21 ~ .40 ~ 633 ~ 450 11 183~ 30,~ 1800 i 1.04 ~ .34 > 646 t 540 1 1061, 35 ! 2104 ~ .91 ~ .30 ~ 655 ~ 630 ~ 251 40 ~ 2400 ~ .82 ~ .27,1 670 ~ 714 1 -505 45 1 2100 1 .74 ~ .24 ~ 678 f 810 1 -132~ 50 S1 3090 11 .68 1 .22 ► 689 ~ 900 1~ -211 1, 55 ~ 3304 ~ .64 ; .21 ~ 712 S 440 S -218~ 60 ~ 3600 i .61 ~ .20 t 738 1' 1080 ► -3411 bS ~ 3904 11 .6 1 .20 S 785 1 1110 1 -385~ 10 1 4200 ! .58 S .19 Is 815 1 1260 S -445~ 75 ~ 4500 ~ .56 t .18 0 841 1 1350 S -5081 80 ~ 4800'1 .53 t .17 ~ 849 ~ 1440 t -591~ 85 ~ 5100 11 .51 ~ .17 S 884 ; 1530 11 -64611 90 ~ 5400 ~.5 ~ .16 11 899 : 1620 ~ -121~ 95 ~ 5740 ~ .49 i .16 3 424 1 1710 ; -781~ ~ 100 1 6000 ~j .48 t .lb'► 957 ► 1800 ; -8$31 0 Uin = 1.34 ~ Q dev { t 4or t< Ic Vin = 0 dev { t+ .34 ~ B ,dev { Tc 4or t S Tc • ~ lAYIOR Et661WEERINfi. INC, DATA FtLE: W. 106 HISSImi AVE.. SUITE 206 SPaKRNE. NA. 99201 RATIONAL tfETNOD 10,YfAA RETlSRN FREBUENCY PROJECT: 6tORIA JEAM'S DATE: 21-RuQ-ri TO1A1 ARfA iACl 8.10 DESI6NED: SCOTT H. BUSCH CFtECKED: BASIlJ: B ~ (1) ; i31 ~ t41 T1i,FE QF SURFAGE ZS9UARE FDOTA6E~RUNQPF C4Eff. ~ (Y x 3)' ROADS. pSPflALT. ~ 3650 ! 4.9 ~ 3285 ROOF & S1DEVALKS-208 REflD 4.9 ~ 4 'RESI OEtITIRI 3 0 LaNDSCAPE AREAS i 1651 0.15 ~ 114.75 t 0 0 0 i i it 0 1DTALS 4415 3399.75 DEVELOPED °C° 0.17 TjKE OF CONCEWIRRIION tNIldl: LESS THAN 5 MIN. RRIaFAII iaTEPiSITY (IN/HR):tIl 3.1$ MRX t!I!!M R!!#OFF 'RATE lCfSl A= CiA OVERALL• . 0.25 e- AOADS QNLY: 0.24 SWAtf VOLUME RE9UIRED: ASHALT ARER x 1/,1° 152 CUBIC FEET 304 S9tlARE fEEt @ .5' DEPTk PRDJECT SNAIE: • f R I i ~ i JUN 0 9 1992 ' , G 1 S P O K A N E C O U E DEPARTMEIVT OF BUILDINGS jAMES L. MANSON, GB O., DiRECTOR TO: Faul Chase, Fire District ATo. 1 Francine Shaw, Planning Department Bobby Stone, Department of Buildings Bob ltiuner, Divfsion of Engmeering & Roads Daryl Way, Health District FROM: Carol Bradburn, Secretary Department of Buildings DATE: June 4, 1992 RE: Amendment to Juae 1, 1992 Pre-Application Conference Minutes East 11003 Sprdgue With regards to the above referenced minutes, Bob Turner, Division of Engineering & Raads, ~ requestsd the following changes be made: S Y OF DEPARTMENTAL RF.OI]fIREMENTS: U. Division of Engineering & Roads A. Discussion Items ~ 4. ~6v~it~Ef~itr,~J(~~lfi~d/t~~'tb8/ftbfn/Qi~l~btfi~t/bf/~C'iiil~~J~,9/ S~t~9~fi~ltbl ~ft~r 40ybWbliWdt& Please add these comments to the above referenc,ed minutes. Should you have any questions or need additional mformarion, please feel free to contact me. ckb cc: Lewis Ficken ~ Roger S. Krause Dennis Scott, Public Works Duector Kelle Vigeland, Spokane Counry Air Pollution Control Authority CJODE FNEoiCFImmDN6ION WES7' 1303 BROADWAY • SFOKANE, WASHINGTON 99260-0Ob0 •(509) 456,3675 FAX (50) 456-4703 NOTICE OF -TRANSMITTAL ~ ADDRESS E:. 1100 3 Spp►~o uE PROJECT # q 2- 511 3 GLoP.JA 3EaN s CoF FEE PARCEL XLEGAL DESCRIPTION: . HUSINESS NAME S'(V.\t S 1-t 0 P 451(o3• 6 5;D4 pROpossu► usE QZ~~ ~ P Pt 5*.y, sHo+P , CONTACT L~1J1~ i S FLC.KeN PHONE C48"7"' 65S TYPE OF CO CE PREAPPLICATION ~ PRECONSTRUCTION ~ DATE: TIME: p 41MS (o OTHER: 4EV f SF DOC:UMENTS CIItCULATED DISTRIBUTED TO: tqe nIsr REC'D ~ DESCRYPTION BIIILDINGS IPLANNING JENGINEERS IHEALTH I SCAPCA rro ~ OTHFR ~ Site Plan (new) re r r w y vr S ^ Y - f~ ~ `G' Critical MaCerials List y \ Y-l f~ A~q~ Parking Plan '~ti r . r~ . ~ 3`<~`• , ,u~,;: ~ Signage Plan ,.ii.J ' , ~ . ~ Lighting Plan ~ ~s 4~, ~ r , ~ ~ Drainage Plan w Drainage Calculations ~ 4- ~ ~rt~ t~ '~Y+" l S~r ys a~¢~~{rvt} • Agreement to Pay Fees Irri$arion Plan Landscape Plan Y' fh - Promissory leftr Landscape Cost Esamate F ~fti - . ~ o~{^^}i ` r +SS~s. ~ _ r ~6ti~ ti~' ~ Traffic Circulation Plan • yi~'~ Y ~ , .^~~~~1 ~ ~ .yxj~. r {g s,` ~ F~r~. ~'r -'1'~ ] Y'Jfr y~~~..' 4 Construction Dravinngs Floor Plan , - ~ ~ ~ . ~ ~y' ~~v~' a~'k•r w ` y4~ ~'~fa' , ~ ~ d`4}'~{ \ ` {y The above items have been received• ~ ~ Dats of transmittat: 7-d3- 9a BY ~~j Spokaae County Department of Buildings ~ West 1 3 BTOadway Avenue * Spokane, WA 99260 *(509) 456-3675 NOTICE OF TRANSMITTAL Y s M1 . . . . . t . . , Y ~ ~ T . ~ i.\ '~i1~LY. . . . . . . . , . rf ~ IiY^LMV'•VV ?7 S`?2Ac;vt~ iROJEV` # v`~~~\,~ }4' n r ~ s x . r . ~ ' W.1t4 PARCEJ. , ~ • ~ Bvs94MNAM C', t.,c,2tcx 415 f~. ~`3 PROPOSfiD USE 6i0LkCZMC-t dG rFet L.~1,,, t 5 cv-c CONTACT 12~~ _ PHONE -6Z---4. , . J,,~tirr ` ~~t'+Y✓3 2 t1.F`~~~` ~ ` k C~ ~ ~ ~ 1 Y } rT ~ ~ ~ ~ TYPE OF COAIFERENCE PREAPPLICATION ~ PRECONSTRUCTION ~ DATE: TIME: OTHER: ✓-1 (ZCv. yE ;Z)0 P AC. ~ j t. nocuMENrs crRCULATED ' DI3TRIBUTED TO: PM aisr REC`D ~ DTSCRIPTION B[JILDINGS IPLA►NNIIVG JfiNGINEfiRSIHEALTH I SCAPCA rro t OTHBR ~ Site Plan (new)(rev.) y' ✓ ✓ ✓ Critical Materials List z'~ r {f ~ }t~Ctiq~{`C• v h r•~ ~ ~ ~ } tFen VM1{ ~'4 ~ • V V ~s Parlcing Plan . . ,oC{• ~ ~ ' ,q~', ` ~b~E , ' T~ Signage Plan ~ ItA. iL'.. f~ A. . 1 ! ` ~ 1~~a . r I. q r Lighting Plan Drainage Plan A Drainage Calcutations ~~'•,,,ti , ~ k ~ x t f b ~ ~ Agreement to Pay Fees I 1Y ~ y N t ff ~ .'fy~4Y 1v-!*X`4• ~ ~ ' ' r { ~ . ~ ,L ~ ~ iir ~ , :v . ~ r r r t i s$~i~i .!lJ.. .►J.~.. ±...'T. Irrigation Plan d-n J y~,4( ~ f ; A Laadscape PI2tn rK • .,ir. . i/ ♦ ~ ' ~ ' ~ I - 1 .{f Promissory Ietter aY l ~ ~ ~ ' 3 ~ Landscape Cost Estimate ' t p+ w Traffie Circulat~on Plan r~ • ~ ~ I ti V' L. Construchon Drawings ✓ { ~ ~ ~y ~ ~ ~ ~A v r ` ~ ~ vl NJ IIII f'~ Floor Plan ~~`r4 The above items have been receiv+ed: oare of cransm,ctat: By: 4. Spokane Couaty Departmeat of Bui)dings * Wesi 1303 Broadway Avenue * Spokane, WA 99260 *(509) 456-3675 ~ ~ T,!yll~or Engineering, ir~c. LETTER Q F TRAI! S1~ 1TTAL ~lveaneSte ~06 spa~ ~ w~.8 M01 D~A'1'B 7 - ~ JOB. N0. . ~FA 8~4 AlTMON TD. WE eM sMM Yav Oalni=D C~ uGn SWAUTe cmM MA Y*UaWw(; rfxts: 0 seoP M►WMr~ Omas C~ pr,un ~ANALMs C3~=mrs ~ copat oF umn ~ cBdrtm oR= ur Co~ ~ DArE ~ rro. ~ D~ox V_ D-4fm4l%~ . RF-ChlVtu ~~~;~t~~ ~.'~!'~f ~."G1~#~4~ TH aM SUSOT72D es aMCM BC=: ~ FO$ ~~VAL o APPROVED AS SUMUrfRO n pasumm Co~ ~ ~PROVAL ~ Foa YovR vse C~ aPPWM as xOrRa ~snnar COP= FOR DWT=U7tOX D A19 BRUESM p REMMM Vaa co~axs ED EXTURN ~ ViLutitrs ~;a FOR RRVZr Aiam c•03DUrrr p REMABEF ~,~G'.~~ G'~P~' ~ ~.~r~-.~•c,~~ ~ ~ .~~~•t~ r~i~ ~,~.s~,~~ ~c~~~ ~..c~~ y' ~ coPr ~ro ~ar~n , A • JF T~yIr Engineering, Inc. LETTER 0F TRANSMIITAL 108 14[Msloe _Aveaue. OWte 8015 . 9polceae. Rse6lajton MO! DAZE JOH. N0. 328-8371 _P 509) 8r8e-82?4 A'iTBNTiON . , TO• I ~ ~ ~ ~l2-~ _ ~►a aRs sa~nva You ZArrsc~ p ar~ax sarAxsza cavss vu.r s~~ Ca'~i~TY EY~110~] ~r.~~nva n~ts• 0 ssop axAnrrres O rnnm 2SYuNs 2Q arri►i.YSrs O SPBCIPICAZTON3 0 COPY Op I.EiTBB O CBANOR OBDHB 0 COPIB9 ~ DiTB ~ N0. ~ DBHCRIP'lION / 1►- /.~/Qil~e)~/..G ~~ti~:~.~ ~ ~~AP~ l.cl~> r ~ 6,ei4181AGE s~it! pl~4nl ( iE'G v, ~ ~ ~ .L&4) 'r~sB ARE stOsm'csn es cRRCIM esLow: M) FOB APPROVAL 0 APPROVED L9 SUMQTiSD Q RS.RUBlUT COPiM FOR APAROVAL C] pOlt YOUA V8E 0 wppgpygp Ag NpTgp gMWT COPIES FOB DL~'Rd8U770H CI AS RRQLWM 0 SSTORNED lOlt CORRBC1?ONS 0 RETURN CORSSCTBD PRDNT9 ~ FOR RBViz1l AND C0MNV7' RJD[AIdCg ~N dmi~ t~ f' kcvt ,[oPJ s ~ ~ A15LA-) 49-"Ld4d4,1-- QnJ Z299 ek'rq -Ila a udsc-fcta~ ~ ~ ZB 2-NS s-u-)A~ Irp-9 .s4w k: eA)e- ~.J, c-~ / ...~~vAA 0-. "A o&s _~~,kTR COPY TO SItiNBD y a ~ ~ I 1 T c~ ~ r . ~i ~ _ .t ~ • ► a i ~ ~s 'r t ` a ~ a* ~ . • 4 • • t 4 ~ ~ ~ • ♦ 1 • ~ ~i ~ ~ • i ~ i • • ~ ~ ~ ~ • ~ ~ ~ _w ' • • ~ ~ ~ ~ ~ • E • • • ~ ~ ~ it ~ • • ~ ~i ~M • . w 4 . ~ t • t'P _ t~y ~ ~ • ~ : ~ ~~~~1 • ~ . •`i ~f~~ ~~SF~~ VRJ~ ~ i ~ ~7 1 2 . ~ ~ ~ 1.~►~ 1 1 ~ ~ ~ ~ v ~ 1 '00000.. 000-00 ~ 000 ~ ~ ~ I ~ ~ LJG I MIL ~ scALE: 1 2 =10-o. n 6x6xl /4 . . COLUMNS (2) JUNCTION BOX 0 INSIDE I . . . ILLUMINATED n a SIGN . 4 ` 6n CUT STONE SILL Wl SIGN MANUFACTURER TO COORDINATE , COLOR, i /8n i i GROUT i ETC. W/ GLORIA JEANS CF L . . 1M IN. 11{i.I11~ - 'o ~ 3 BLOCK W/SEALER TO t • FOR I - DUROWALL . ~ FLASHING W/WEEPS n O.C. ~ ~ . . M; EL. • ~ 16 #5 REBAR 0 b I M n~ O.C. W/ #3 TIES @ i 3/4 HEAVY WALL CONDUIT q0•c ~ r . p N X , KEYWAY , . . ' ~ • ~•1 ~ ~ . ~ a ' 2 #5 REBAR T ~ i a CONT. - - . 2 SIGN.- sc~. a • 1 _1- . ~ o ~A '~''P. G GO r 0'~Z ~ - . . ~ ~0peg", ~ `tta~ mem° ~ ~ I transm ~ie? 2 p~.►tw b~,d ~ax F~ 06 co ~ `jr6 ~ ` ' ` ~ , r+ 00 oaat' ~ . , ' , j ~ , ~ ~ ~ - ~t EQ _ c , NEw cURB ~ " / ~,`'~',~G• 'C~ ~ ,7 ~ ~t`~~~ ~ - . TRE A ~ ~ ~'U' • . ~ 41 v ~ 209 QQ, , jjj,rY ~ ~ \ ~r 2059,aa ~ or SPOp i w t P „ ~ C~Re o.E• vp ~yG - ~►1 ~ ~ 11 Tf'~ p ~ ~ 1 L ° Do ~ • ~ 2061 t^ ' 1 a- ~ . . ~ , ' t • ~ ,o ~ t!~ _ Q.E. . ; ' ~ ' ~ 20SWO l w 2~6 3~ ~E~ ~R . ~oq• ~ t BVILt)iNG lm INEM b' ~ J ~ 1~ f R" V 0 4 ~ ' ° ~ ' S P. Q6p 8 ~ I ' 7 ~ GRN~ i ~ R• d~~ ~ t ~ • _ o ~ y _ . vp Y i 15~~ AID. ~ . 205,9 . TC ~ ' 4 = ' ~ , ~ . ~~~~oo pf S~tA1F REMQ,~ ~CtST• .55 CuRg ,gc iNS~i At- Z pRN~~'Y . ppR4N EL 5g,5 NOTICE OF T~t~SMITTAL k - s- .+a~+►►w~. . ~ ^ y.. ~ ADDRESS E, 1 I o0 3 .P2"uE PROJECT # cia -5 113 ` k . - . .ti ~ a ~ - QL-otZ lAr JC4N1~ CoF,=EC 4 54+ ~ PARCEL #.R_ YYYT~(■/~YAL D~IYA VRIMON: t. }~n J svsMss NAME . PA01ml -,C~.tjop ~ } V - 45~~c~ .O►5a~ 1> ~ ~ PROFOSED USB 00 Mr rr'`r t . corrrAC°r ~cc~Al PH01~1E p~ } ~ L~w~s ~r~ -A, 487- ~ > 3 !S ~ y ti ~ Y Y ~ {v,~ '~,v~~p~'~ } i ♦ d da.+. ~ v.v { . .N. . , . y , .n ` F ~.~h, ~ ti > > ~ r ` } ~ ' ~ r, r' ~n~'~~ y C '{'L''~`tr~ filj> •III TYPE OF COrfFERENCE PREAPPLICATION ~ PItECONSTRUCTION ~ DATfi: r TllNIfi: o~~: DOC'UMENTS CIRCULATED ' DISTRIBUTED TO: PMnTSr ~ REC'D ~ DESCRIPTION BUII.DINGS iPLA►MNING IENGINEERS HBALTH + SCAPCA r% OTBM Site Plan (newnrev.}) Cf1tiCS1 MS~CIYSIS l.l3t ~ te . 1 Parldng Plan . r ; Signage Plan v < - ~ . Lighting Plaa Drainage Plan Drainage Calculations r t R ~ ♦ Agreernent to Pay Fees ~ - - ` i ~7"QPP ~ A . A Irrigation Plan . Landscape Plan lfi ~ ~ f 1~~1 ra r~ Promissory letter • ~ao {t{ ' Lln4scape C05t Es4Ullale i 1# ~i _ r 'uy nf rv 4 r Traffic Circulation Plan ~ ~ A ! Construction Drawings Floor Plan ~r i ~ . ~ ~n x The above items 6ave been received: c~- - Date af traasauttal: 8-.~ • C~'~ gy: - Spokane County Department of Bwldmgs • West Broadway Avenue * Spokane, WA 99260 *(509) 456-3675 ` E ee Taylor r111 inc. , C' ' Design and Land Plranning PnndQals PerryA1 Taylor. P E Stariley R SUrlug A1ark A Aronson, P E July 27, 1992 Davfd C Larwn. P E Spokane County Engineers N. 811 Jefferson Spokane, WA 99201 RE: Draiaage Report for the Gloria Jean's Restaurant ATTN: Mr. Gary Nelson, P.E. Gentlemen: Enclosed is the Gloria Jean's Restaurant drainage plan and calculahons for the on-site grass percolation areas. Procedures used are as oudined in the "Guidelines for Stormwater Management" published by Spokane County Engineers with corrections as of 4-15-86. Our drainage plan is for the current development Current plans for this project include a 30' x 70' building with asphalt driveway access from the west and south sides of the site, an asphalt parlang lot east of the building, a concrete dnve along the nocth, west and south sides of the bullding, and site grading. Following your review, I would be happy to answer any further questions you may have regarding this report. Sincerely, TAYLOR ENGINEERING, INC. Mark Aronson, P.E. Proje.ct Engineer PAY/kmo 92-084 Enclosure . . s RECEIVED , a 2 119a tr S~~ ~ EW.NW ~ W 108 Mission Ave • Spokane, WA 8920t 0 (509) 328,4371 FAX (509) 328-8224 r t~ A /r { ~ S ~ /A~,~ ~ , ~ pr Et ~ 1~ll~~rlll inc. 9 ' ' Design and Land Plarming ~ ,,Pals' FerryM Taytor, P L StanleyR Stulfqg Mark A Aronson, P.E DRAINAGE REP-ORT DavidC Larsen, P E FOR THE GLORIA JEAN'S RESTAURANT Pcepared: July 27, 1992 By: Phii Young TAYLOR ENGiNEEItING, 1NC. West lOf l~lisSlU11 AYCI1liC ~ _ Spokanc,~1'Vashiiigton 9920,1 (509) 328-3371 a ~ - - ~EXPIRLS RECEN E D ~ ~ JUL 2 9 1992 ~ ~ W 106 Missian Ave •-3pokane, WA 99201 0 (509) 328,9371, FAX (509)'328-8224 TABLE OF, CONTENTS~ Project Descripdon . . . . . . . Page 1 Soils . . . . . . . . . Page 1 ~ j ' Topographic Data . . . . . . . Page 1 ; Demographic D"ata . . . . . Page 1 Rainfall Data . . . . . . . Page 2 ~ Methods of Runoff Control . . . . . Page 2 Method off Disposal . . . . . . . Page 2 Peak Flow,, Volume and Disposal Calculations . . Page 2&, 4-11 ' Remarks . . . . . . . . Page 3 ~ Vicinifiy Map . . . Attachment "A" Soils Map . . , . Attachment "B" Grading and Drainage Plan "208" Basin Plan ~ ~ I ~ ' 'w or i4onwainp, InCo Civll DesW and Land Planntng W 106 Mission Ave e Spokane, WA 99201 0(509) 328,9371 FAX (508) 32"224 Drainage Report For Gloria Jean's RestaurAitt Project Description: Gloria Jean's Restaurant is a proposed commercial installation at the northeast corner of Gillis and Sprague. The improvements consists of a new 30' x 70' building with an asphalt parking lot to the east, and a concrete drive along the north, west and south sides of the building. Site grading was completed to accommodate site development and drainage, and an asphalt driveway access from the west and south sides of the site. The endre site, except for approximately che nonh 70 feet, wiil be improved. Site drainage is pianned, by sheet flow, to be clepositecl witliin four 208 drainage swales designed in compliance witli Spokarie CUUiity requiremenls Tlie 208 swales ue planned for the mtddle and tlie coutli bnrcler ot tlie sile, as indicated on the enclosai plan. Future roofing is ptanned lo bc: batli asplialtic and metal and has been included for 208 sizing. Soils: In accordance with "Soil Survev, Spokane County, WashingtonT 1968" the soil is identified and categonzed as: GgA - Garrison gravelly loam, classified as gravelly, medium textures, somewhat excessively drained soils formed in gravelly glacial deposits. This soil is Type "B" as classified in the "Guidelines for Stormwater Management". ToQ°graphic Data: The existing site slopes gently towards the southwest with about 3 feet differential elevation in approximately 300 feet (190). Surrounding terrain is typically level and similar to that encountered within the Spokane Valley. DemograQhic Data: The site is located in a hght to nioderate commercial and industnal area. Drainage Report• Gloria Jesn's Restaumnt Pgge 1 T41or Etlg~i eering, Inc. Cwll DesW aad Land Placwng W 108 Misston Ave • Spokane, WA 99201 0 (509) 3283371 FAX (509) 328-=4 Rainfall Data-, Data used is in accordance with Figure 2, page 6-3 of the "Guidelines fox Stormwater Management", by Spokane County Engineers. A 10 year return frequency event is used smce the basins are contained within the site Methods of Runoff Control: Runoff control of the new dcvelaprnent is by overland flow into new grassed percolation areas with overflow into drywells All three basins will flow overland duectly into the respecuve 208 swales. Methods of Disposal: Disposal will be by single depth drywells. They shall be Spokane County Standard Type "A", as called out vn the plans with standard grates. Inlet capacity calculations are shown on sheet 10. Peak Flow. Volume. and DisQosat Calculation: a. Hydrology Computauons• The grassed percolation "208" areas were sized to accommodate 1/2-inch of runoff from all required surfaces within the site. The impervious surfaces accounted for included asphalt parlung areas, concrete drives, sidewallcs, and the new structure's roof. i I Z. The site was divided into asins, "A", "B", and "C". Drywells were mzed to handle the total runoff >in their respective basins. The Bowstring method was used to analyze the runoff in determining numbers and size of drywelts. See calculations on sheets 4 through 9. b. Inlet Capacities: A Spokane County Standard grate will be used on all drywells Inlet cagacittes are calculated to be 1 6 CFS fnr a flow depth of 2 feet See calculations on sheet 10. The inlet capacity was also analyzed for the curb cuts used. Basin "A" produced the largest flowrate, .96 CFS. This flowrate ponds to a depth of .22 with a 3 foot curb cut. Therefore this size curb cut should be acceptable for each of the three basins. Drains$e Report- Glorie Jean's Restaurant Page 2 Tayl" ' ering, Inc. civil Design and Land Planntng W 106 Misslon Ave 0 S'pokane, WA 89201 0 (509) 328-3371 FAX (50~ 32&8224 c. Detention/Retention Storage Capacilies• Grass percolation areas were calculated to hold the first 1/2-inch of runoff generated by the new required impervious surfaces within the site limit,s. The area provided wlll be slightly larger than required. Listed below are basins together wich the swale area required and area provided: Basin Swale ReQuired (SF3Z Swale Provided lSF3Z A 1171 1212 B 409 438 C 293 298 Remarks: The above described system of stormwater control will provide the necessary quantity and quality cantrols, as outlined in the "Spokane County Stormwater Management Guide", for the proposed improvements. Drainsge Report- Gloria Jean's Restuurant Pege 3 T~ryl,or Eingineering, Inc. Crvfl DesO and Laad Planning W 108 Misslon Ave • Spokens, WA 99201 0 (608) 328-3371 FAX (509) 32843224 tAYLQR ENGINEFRili6. 1NC. OATA FILE: 61OR11A W. 108 !lISSIQN AVE.. SUITE 206 SPOKANE. MA. 94201 RRTIflkAt METNOD 10 YEAR RETIiRM FREQIlENCY PROJECT: &LORIA JEAN'S DATE: 18-Ju1-41 ~ tOTRt AREA IAEI 0.40 DES ISHED: PH I L YOUN6 GHECKFD: BASIN: A t t21 ~ ~s) 3 t4l TYPf 0F SURFACF :SQUARE f00IA6f!RUNOFF COEff. l I2 x 3) ROADS ASPHAIi. fA048 ~ ~0.4 i 12643.2 ROOF & SIDENALYS -10$ REO'D i 0 RESIDENTIAl. 0 LAkDSCAPE AREAS ~ 3514 ~ 0.15 ~ 535.5 ' 0 0 0 @ t ~ TO3AlS 11618 13119.1 DEVFLOPED "C' = 0.15 TIME OF CONCEHTRATION (MIN): LESS THAN 5 HIN. RAIkFALL IkTENSITY t1N/NRl:01 3.f8 lIAxIMl1M RUNOFF RAIE(CFS} 9= CiA ~ 0VERAtl: 0.96 RORDS ONl.Y: 0.42 SWAIE 110LUME REflUIRED: ASHALT aREA s 111' 585 CUB1C FEfT 1171 SQUARE fEET f .5' DEPTH ~ PROJECT SYAIf: ~ l Z 17. sP. bcPrhi ✓ BOYSTRIN6 METHOD DATE JULY 18. 1942 DETENTION BASIM DESI6N Preaared bv PRQJECT- 6LQAIA JEAN'S 1AYLOR EK6INEER1Nfi. 1NC. BASIN NQ- A Tide lncresent toinl ~ 5.00 ~ Tiae of Cantentration tsinf t 5.49 S OutfloM (c.f.s.) ~ .30 !ONE TYPE 'A' DMVELL Oesian vear floM (Vr) ~ 10.00 S Area facresl ; .40 t'~ ~ Devetooed "C° factor ~ .75 #1 ~ #1 ~ 13 ~ 14 ; #5 ~ #b ~ 17 i Time Inc. 'Tise Inc. zlntensitv 1 0 deY. ~ V in S V out :Storaae 1 loin) 1 lsec? Oein.Ihr.) t(t.f.s.) ~ (cu. ft.) 1 lcu.ft.) S (cu.ft.): :111 f 64? 1 HAK03y stsee belowl 1(outfla~lM : I4546) 1 5 ~ 340 ; 3.18 : .95 ~ 384 ~ 90 ; 294: (595 Cf 10 ~ 600 ~ 2.24 S .61 t 472 ~ !SO ~ 292i 15 ~ 400 ; 1.17 1 .53 ~ 532 ~ 170 ~ 262~ 20 ~ 1200 ~ 1.45 ~ .44 ~ 566 ~ 360 1 2061, 25 ~ 1540 1 1.21 ~ .36 1 591 ~ 450 1 13311 30 1 1800 ~ 1.04 ! .31 ~ 593 ~ 540 ~ 53t 35 ~ 2144 ~ .91 ~ .17 ~ 641 ~ 630 ► -295 40 ~ 2400 ~ .81 f .45 t 615 ~ 720 ~ -1051' f 45 1 1700 ~ .14 ~ .22 1 621 ~ 8l0 ► -1885 Sp ~ 3000 ~ .68 ! .20 ~ 633 ~ 900 11 -267; SS t 3300 ~ .64 0 .19 ~ 653 ~ 990 : -331; 60 ~ 3600 i .61 1 .18 ~ 677 ~ 1080 : -4031 65 ~ 3900 ~ .6 ~ .18 S 724 ~ 1170 t -450~ 14 ~ 4204 ~ .58 ~ .11 ~ 749 S 1260 0 -5111 15 1 4509 1 .56 ~ .17 ~ 713 0 1354 ! -57111 BO : 4800 ; .53 ~ .lb ~ 774 ~ 1440 : -bbf~ 85 S 5100 S .52 1 .16 ~ 811 ~ 1530 10 -71811 40 ~ 5400 ~ .5 S .15 S 825 ! 1620 ~ -745~ 95 11 5700 ~ .49 ~ .15 S 853 ~ 1110 S -85111 ioo ; baoo : .4e c .ia s 879 ~ lB00 S -421; 0 Vin = 1.34 } Q dev t t far tt Tc Vin=Bdevf t+.34f Adev{Tcfor t 3Tc f fAYLOR EfJ61liEERING. lNC. OAtA FILE: 6LQRJlB W. lOb MISSIQN AVE.. SUITE TOb SPQKANE. MA. 99101 RAT10NAl METHOD 10 YEAR RETURM FREQUENCY PROJECT: 6LORIA JEAN'S ~ DRTE: 18-Jul-92 TOTAL AREA IAC) 0.13 DESI6NED: PHIL YOUH6 CHFCKED: BASIbI: B 9 t21 i41 TYPE OF SURFAGE S 5QUARE FOOTA6E :RtlNOf f C4Ef F. ~ l2 x 31 , 1 , ROADB ASPHpIT. S 491G ~ 4.9 ~ 4419 ROOF & SIDEaIAIKS -208 REQ`D 0 RESJDENTIAL 0 LANDSCAPE AREaS ~ 765 0 0.15 f 114.15 0 S ! ~ 0 r Q 0 TOtALS 5615 4533.75 DEUEtOPED °C• = 0.80 TIME OF CONCENTRATIQN tMINI: LESS THAN 5 HiH. RAIMFAII iN1fNSiTY (ihJHR):til 3.18 MAgilNM RUNOFF RATEtCFSf fl= CIA QVfRAII: 0.33 RQADS ONLY: 4.32 SitALE VOLUME REAUIRED: ASHRIT AREA s 1/2' 205 CUBIC FEET 409 SQUARf FEET @ .5` DEP1H PROJfCT SiIALE: 43~ 4dr. 60 90NSfiR1N6 METHOD DATE JULY l8. 1991 DETENTION BASIN DES16N Preoared bv PROJECT- 6LOAIA JEAN'S tpYlOfl EN6INEERING. IMC. 8A51N ND- B Time lncrement (sin) ~ 5.00 i 3ioe of Ccncentration tmin! ~ 5.00 i Out4loN (c.f.s.) ~ .30 iONE IYPE 'A' DRYiIELL Desion vear floM ivrl i 10.04 ~ Area Iacres! ~ .13 : Develooed 'C' factar ! .80 VOO' 12 ~ U ~ #A ~ #5 ; 16 ~ #1 t Time Irtc. lTiae Inc. lIntensttv t Q dev. 1 Vin t V aut iStoraae ; tain) .1 tsec) :Un.lhr.f ~ lc.f.5.1 : (cu. ft.) 1 lcu.ft.l 1 (cu.ft.)t '«1 t 601 S ItAfC*13l itsee beloNl :(autflav#11) ~ (1546) 1 5~ 340 S 3.18 ; .33 ~ 133 ~ 43: «45 CF 10 ; 600 1 2.24 ~ .13 S 169 11 160 ~ -16; 15 t 900 i 1.71 ; .18 ~ 184 11 210 ~ -86~ 20 S 1200 1 1.45 ~ .15 ~ 148 ~ 360 ~ -1641 15 ~ 1500 14 1.21 ~ .13 1 202 450 ~ -148: 38 ; 1800 1 1.04 t .11 11 106 1 540 ~ -3345 35 1 1100 1. .91 ; .09 : 208 ~ 630 1 -42191 40 ~ 2400 1 .62 Z .04 ~ 213 ~ 120 : -50711 45 ~ 2744 ~ .74 ~ .08 ~ 216 ~ B10 ~ -5945 50 t 3000 1. .68 ~ .01 ► 219 ~ 900 i -6811 55 ~ 3300 ~ .64 ~ .01 ~ 226 ~ 990 t -764S 60 1 3600 ~ .61 ~ .06 S 235 ~ l080 ~ -8451, 65 S 3944 f .6 ~ .06 0 250 0 1110 1 -4245 70 ~ 4100 S .58 ~ .06 ~ 259 ~ 1160 0 -10410 15 ~ 4540 ~ .55 ~ .06 ~ 268 t 1350 1 -10820 BO 1 9800 ~ .53 t .06 ~ 214 ~ 1440 1 -11101 85 ; 5180 ~ .52 : .05 ~ 701 ~ 1530 1 -1244: 90 1 5400 ~ .5 9' .45 1 ZBb ~ 1620 1 -13341 95 S 5740 s .49 ~ .05 ; 296 ~ 1710 ! -14141 100 ~ 6800 1 .48 ~ .45 S 305 ; 1e00 : -1495: A Uin = 1.34 t Q dev # t for tt Tc Virt=Qdevf t♦.34f8devfTcfort?Tc TAYLDR EN6JNEFRINfi. INC. DATA FJLE: 6LORJ1C N. 106 NISSION AVE.. SUITE 246 SPOKAHE. NA. 94201 Ra?IONAl. KETH00 IO YEAR RETURN FAEQ!lENCY PRDdECT: 6LORJa JEAN'S DATE: 18-3u1-41 TOTAL AREA tACI 0.14 DESI6NED: PNit YOtRd6 CNECKED: BASIN: C ► t2f ~ (3) ~ (4) TYfE OF SURFACE tSAUARE fQOTASEIRUNOFF GOEfF. ~ (a x 3) 7 RUADS ASPHALT. ~ 3510 S 4.9 ; 3159 RQOF & S10EMALKS -208 Rf8'D 1 O RESIDENTIAL S o LANDSCAPE aREAS S 2455 ! 0.15 ~ 368.25 0 0 L = ; 4 0 TOTALS 5465 3521.25 DEVf i.OPf D 'C' = 0.59 TIME OF CONC£MTRATION tlIIN?: LESS THAN 5!lIN. RAINFpII INTENSiTY tdNlHRl:til 3.18 MAXIlIUM RUNOFF RaTE(CFS) 0= CiR OUERAl.L: 0.16 ROADS ONLY: 0.13 SiIALE VOLURE REAUIRED: ASHALT AREA u 1!2' 146 f.UBIC FEET 293 SOUARE FEET 1 .5' UEPTH PROJECT SMALE: z9a Q . 5 ' o~r°rX vl BDWSTRiH6 METHOD DATE JULY 10. 1992 DETENTYON BASiN QfSIGN Prenared bv PRO,IECT- SLQRIA JEAN"S TAYLOR E1+61SIEfR1NB, jHC. BASjN ND- C Time 1ncrement (atn) ~ 5.40 1 Tice ot Canceritrakton tiirnl ~ 5,40 ► Outf} ow 1c.4. s. f ; .30 ; 4NE TYPE OA' 6RYNELL ~ Desjan vear flow tvr] ~ 14.40 A►ea (atres) ~ .14 ; Develaaed "C° factflr ~ .59 ; 11 i #2 i #3 i 14 i 15 i 16 i 17 i 1ime ]nc. Mme Ine. xInteasitv : 0 dev. ~ V in ~ V iDut 'Storaoe ► (pin) 1 isecl :tin.lhr.! I ft.) 1 (cu.ft.) ~ icn.ft.1l 10(i] } 60) ; 1WC*13l Hsee beloN} #toutflav*12f ~ 45-15) ~ 5 = 300 ; 3.18 ~ .26 106 : 94 ; 16= (146 CF ~ 10 ; 600 t 2.24 s .19 ; 06 ; 100 ; -509' 15 ; 900 ~ 1.77 ; .ls ~ 146 1 270 ~ -124; 20 ! 1200 i 1.45 i •12 i 156 f 360 i "204i 25 ~ 1500 ► 1.71 ~ .lU t 160 : 4% ; -L94, 30 1 1800 ; 1.04 ~ .09 ~ 163 ~ 540 : -377; 35 ~ 2144 ~ .91 ~ .48 ~ 166 i 634 ~ -464t 40 1 2400 ; .82 ~ .07 ~ 169 ti 710 ; -551~ 45 1 2700 ~ ,79 ~ .06 ~ 171 ~ 81o ~ -b391 50 ; 3000 ; .68 1 .46 ~ 174 1 900 # -726. 55 ~ 3300 : .64 1 .05 1 184 ~ 944 ~ -814~ 60 i 3600 ; .61 ~ .05 ~ 187 ~ i4Bo : -893. 65 i 3940 ~ .6 ~ .05 ~ 198 ~ 1170 : -912; 70 I 4200 ; .58 ~ .05 ~ 206 t 1260 ; -1454: 75 1 45VQ i •5V 1 i05 1 L1J 1 lssV t -1137l BO ~ 4800 1 .53 ~ .04 1 215 ~ 1440 ~ -12251 85 3 5140 ; .52 t .04 ~ 223 ~ 1530 ; -1307: q8 ; 5400 ~ .5 ; .04 ~ 221 ~ 4624 1 -1393; 45 1 5100 ~ .49 i .04 235 1 1710 ; -14751 100 6000 1 .48 ~ .09 ~ 242 i 1840 : -1558: ~ Van - 1:34 } A dev 0 t #ar t( Tc Vin=Rdev4 t#.34 f9 dev# Tcfor#~Tc . 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' ~ ~ b ► - p ~ ~ ,~l a " t `1 ~ ' ~ , , ~ ~ ',~~n~ ~ t ~ , 1 I I ' * Y 09r 5• ~ ~ ~ ~cl, ► ~ w ~ I ~ ► ~ Z~ ~ ~ 9 ~ ~ r ~ ~ {e ~ ~ ~ 9 ~ • t~ W~ ~ + u _ CJ , R. ` 143 . 'B'DC t 6gC g~g9C 1 ~ ~ ~ ~ ~ - , r~ • ~ ~ ~ ~ , ~ ~ .~►6~ ~ r ~ ~to L a~ ~ 92 4 ~ ► ~p 6~ , . ~ C , ~A , ~ ~ `~v at ~1e~ • ~ ~t ~ • 1 Q 3 14 ~ r• y . ~ ra~ ~ ~ . ~ ,ia•ss JV3 * „ ,f ~ . , ~ ~a * ~ tra ~ , r • o - ~ dY ~t b ~ ' ~1t~~~~~O~NG~` ~ • ' ZONE RECLASSIFICATION N0. ZE-119-84 SPOKANE COUNTY HEARING EXAMINER COMMITTEE FINDINGS AND ORDER A. INTRODUCTION This matter having come before the Zoning Hearing Examiner Committee on February 7, 1985, and the members of the Conanittee present being Jane E. Myers, Chairperson and Richard L. Skalstad. B. PROPnSAI The sponsor, Melross, Inc., is requesting approval of a zone reclassification, File No. ZE-119-84, Multiple Family Suburban to Conxnerci al , for the purpose of devel oping Office and Retai 1 Uses. C. FINDINGS OF FACT l, That the existing land use in the area is residential, offices and commercial. 2. That the Comprehensive Plan designates this area as appropriate for Major Commercial development. 3. That the existing zoning of the property described in the application i s h1u1 ti pl e Fami ly Suburban. 4. That the provisions of RCW 43.21C (The State Environmental Policy Act) have been complied with, and the Committee concurs with the Ueclaration of Non-Significance. 5. That the proper legal requirements for advertisement of the Agenda Item have been ful fi 11 ed. 6. That the land in this area is suitable for the proposed use, or uses within the proposed Zone Classification. 7. That the applicant has demonstrated that conditions have substantially changed since the original zoning of this area and accordingly, the proposed rezone is justified. 8. That the proposed use is compatible with existing uses in the area. . ZONE RECLASSIFICATION N0. ZE-119-84 C. FINDINGS OF FACT (continued) y. That the owners of adjacent lands expressed neither approval nor disapproval of the proposed use. 10. The Nearing Examiner Committee finds the proposed use to be in harmony with the general purpose and will not be otherwise detrimental to the public health, safety, and welfare. D. CONUITIONS UR CUNTINGENCIES APPLIED TO ThIS APPROVAL (All Conditions imposed by the Zoning Hearing Examiner Committee shall be binding on the "Applicant", which term shall include the owner or owners of the property, heirs, assigns, and successors.) a) COUNTY PLANNIwG OEPARTMENT 1. All current standards of the Commercial Zone, as amended, shall be complied with in the development of this site. 2. That the project is subj ect to Section 4.16A.050, the Aquifer Sensi ti ve Area Overl ay Zone of the Spokane County Zoni ng Ordinance, which sets forth various measures for Aquifer protection; specifically, measures dealing with wastewater disposal, spill protection measures, and stormwater runoff. 3. Any division of land for the purpose of sale, lease or transfer, shall comply with RCW 58-17 and the Spokane County Platting Ordinances prior to issuance of buildinq permits. 4. That the provisions of SEPA's WOTICE OF ACTION pursuant to Chapter 43.21C.U80 RCW and the Board of Spokane County Commissioners Resolution #77-1392 be initiated by the project applicant within thirty (30) days of final disposition of this application, and prior to any on-site improvements. In addition to the above, the following conditions shall be complied with prior to issuance of building permits: 5. Approval by the Zoning Administrator of a specific lighting and signing pl an for the described property pri or to the rel ease of any building permits. 6. A specific landscape plan, planting schedule and provisions for maintenance acceptable to the Spokane County toning Administrator shall be submitted with a performance bond for the project pri or to rel ease of bui1 di ng permi ts. Landscapi ng shal 1 be installed and maintained such that sight distance at access points is not obscured or impaired. 2 ZONE RECLASSIFICA7ION N0. ZE-119-84 a) COUNTY PLANNING DEPARTMENT (cantinued) 7. Di rect 1 i ght f rom any exteri or area 1 i ghti ng f i xture shal l not extend over the property boundary. B. The specific development plan will be submitted for Planning Department review and approval prior to issuance of building permi ts. 9. Applicant shall comply with '208' recommendations concerning stormwater runoff and provide necessary landscaping for runoff. lU. That a landscape strip and sight-obscuring buffer/fence be provi ded al ong the north property 1 i ne of this si te and al ong that porti on of the east property 1 i ne adjoi ning the resi denti al zoned praperty. Plans shall be as approved by the Zoning Administrator. Additional site perimeter landscaping shall be as approved by the Zoning Administrator. b) CUUNIY ENGINEERING DEPNRTMENT Prior To The Issuance Of A Building Permit: 1. . APPlicant shal 1 dedicate 10 feet on Gi 11 i s Road and a 20 foot radius on Gillis Road and Sprague Avenue for right-of-way prior to any use of the property. 2. Access permits for approaches to the County Road System shall be C).3 obtained from the Spokane County Engineer. Applicant shall imprave Gillis ftoad in a manner consistent with Spokane County TYPICAL roadway section No. 1 minimum paving width Access Standard. 4. Applicant sha11 submit for approval by the Spokane County Engineer road, dralnage, and access plans prior to the issuance of a building permit on the property. 5. The applicant shall submit for approval by the Spokane County Engi neer and the Spokane County heal th Di stri ct a detai 1 ed combined on-site sewage system plan and surface water disposal pl an for the enti re project prior to the i ssuance of any building permit on the property. 3 e • zaNE REcLAssIFIcATioN No. aE-3 19-a4 b) C0UNTY ENGINEER ING DEPARTMEh1T (continued) b, A parking plan and traffic circulation plan shall be submftted and approved by the Spvicane County Engineer privr to the issuance of a building Qermit on the prvperty. The design, l ocation, and arrangement of park 9 ng st,al 1 s shal1 be i n accardance wi th standard traffic engineering practi ces. Pavti ng a►r surfacing as approved ay the County Engineer, will be requi red for ary partton af the praject whtch is to be occupiQd or travel ed by vehi cl es, T+ The word "applicant" shal 1incl ude the awRer or awners of the praperty, his heirs, assi gns, and successors. 8. The construction af the raad improvements stated herein sha'11 he accomplished as approved by the Spakane County Engineer. 9. A1 l required improvements shal1 conform to the current State of Washington Standard Speci f icati ons for Road and Bri dge Canstruction, and other applicable County standards and/ar adopted res+olutf ons pertaini ng ta Road Standards and Stomwater Management in effect at the date of constructl on, unl ess otherwi se approved by the County Engineer. 10. Raadway standards, typical rQadway sections and drainage plan requirements are €ound i n Spokane Board of County G+ammi ssi oners` Resol uti on No. 80-1592 as amended a nd are appli cab7 e to thi s prvp+osal. c) CUUNTY UTILITIES DFPARTMENT 1. Pursuant to Board of County Commissioners Resal uti on No. OU-0418, the use of an--s ite sewer di spasal systtrns ishereby authorized. This authorization is conditioned on campl7ance with at l ru1 es and r^egul ations of the Spokane County Hea1 th District and is further condi tianed and subject to specific appl iCativn approval and i ssuance of permi ts by the keal th Di strict. 2. The owfler(s ) or Successar(s ) in 1 nterest agree to authorize the County to pl ace thei r name4 s 3 on a petition for the formati on of a ULID by petition method pursuaflt to RCW 36.94 which the petit7 an i ncZ udes the Dwner(s) property and further not to object by the si gni ng vf a protest peti ti on against the formati on of a l!LTD by resort uti on methad pursuant to RCW Chapter 36.94 whi eh i ncl udes the Owner(s) praperty. PRUV IDED, this canditioR sha71 nat prohi bitthe Qwner( 5) or Successvr( s) from objectton to any assessment(s) on the praperty as a result vf improvemerrts cal 1 ed far in conj unction wi th the farmati an of a UL ZD by ei ther petition or resvluti on method under RCW Chapter 36.94. 4 • ZONE RECLASSIFICATION N0. ZE-119-84 c) COUNTY UTILT7IES DEPARTMENT (continued) 3. Any water service for thi s project shall be provided i n accordance with the Coordinated Water System Plan for Spokane County, as amended. 4. Each new uni t shal l be doubl e-pl umbed for connection to future areawide collection systems. d) COUNTY HEALTH OISTRICT 1. A combined surface water and sewage disposal detailed plan shall be approved by the County Engi neer and the Neal th Di strict prior to the issuance of any building permit for this project. 2. Sewage disposal method shall be as authorized by the Director of Utilities, Spokane County. 3. Subject to specific application approval and issuance of permits by the Health Officer, the use of an individual on-site sewage system may be authorized. 4. Water service shall be coordinated through the nirector of Utilities, Spokane County. 5. Water service shall be by an existtng public water supply when approved by the Regional Engineer (Spokane), State Department of Social and Nealth Services. 6. Use of pri vate wel 1 s and water systems i s prohi bited. 7. Disposal of sewage effluent beneath paved surfaces is currently prohibi ted. e) COUNTY BUILDING AND SAFETY DEPARTMENT 1. The site is located in Fire District # 1. 2. Reclassification of an exlsting building shall require an application for change of occupancy permit and subsequent inspection for approval. 3. lrash enclosures shall not be located adjacent to combustible construction or underneath windows or nonprotected eaves. 5 ZONE RECLASSIFICATION N0. ZE-119-84 e) COUNTY BUILDING ANU SAFETY DEPARThIENT (continued) 4. Fire Hydrants which meet the fire flow are required to be installed prior to any construction. These hy drants shall be placed so that no portion of the building exterior is more than 175 feet from the hydrant. The bottom of the lowest outlet of the hydrant shall be no less than 18 inches above grade. A water plan showing each fire hydrant (specifying the gallons per mi nute for each fi re hydrant) and meeti ng the requi rements i n Chapter 10.04 of the Uni form Fi re Code i s requi red prior to construction of the water service. All required fire protection facilities shall be installed and made serviceable prior to and during the time of construction. f) WATER PURYEYOR 1. Water Purveyor is Modern Electric Water Company, and they will supply the si te wi th adequate water for domesti c, fi re and irrigation uses; however, satisfactory arrangements have not been made to serve the proposal. g) CUUNTY AIR POLLUTION CONTROL AUTHORITY 1. Air pollution regulations require that dust emissions during demolition, excavation and construction projects be controlled. This may require use of water spray s, tarps, sprinklers, or suspension of activity during certain weather conditions. Haul roads should be treated and emissions from the transfer of earthen material must be controlled as well as emissions from all other construction related activities. 2. 14easures must be taken to avoid the deposition of dirt and mud from unpaved surfaces onto paved surfaces. If tracking or spills occur on paved surfaces, measures must be taken immediately to clean these surfaces. 3. Al1 travelled surfaces (ingress, egress, parking areas, access roads) must be paved and kept clean. 4. All air pollution regulations must be met. 6 w ZONE RECLASSIFICATION N0. ZE-119-84 URDER The hearing Examiner Committee, pursuant to the aforementioned, finds that the application of Melross, Inc. for a zone reclassification as described in the application should be APPROVED. Niotion by: Skalstad Seconded by: Myers Yote: Skalstad - Rye Myers - Aye Unanimous to APPROVE to the Comercial Zone -(2 - 0) HEARING EXAMINER COMMITTEE HEREBY ATTEST TO THE ABOYE FINDIEIGS, ORDER, AND VOTE , '`rperso . . ~ ~ ~ ~ ATTEST : For WALLIS U. HUBt3ARD Pl anni Director . , By E NOROBIUWSKI Zoning Admi ni strator Da te : , 7 AN5•R11 GRAM ~ FROM. *41 ~ ; URGEfv'~ ~~P ~ NQ aERLY 1 ►C~-^'''''1~ + l2e-0~ ` - - - ~ ~.1111 ~S~I a"'' "oa~ ~ . ~ ►s~ 7 v: , ArrEN~oN oF ~ ~ ~ To- ~ oxw~ - - , ~ ~oKiklic wAC ei°! z0o -0I 80 ~ 11003 +w~-- ~ ~ ~ - _ - - - - ~ ~ J -At - u st -1. ~ y - - cL - _ ~ - ~ ~/~~~I~`~~ ~ V - ~ ,S `s ~ , Vi- • - - - - - - ~ ~ REPiY i ~ ~ Jl~ad ~t aAr~~m~rbs~~a► tt ~ ~ ~ gWftW ^ Modm~'~~ "etd~~ess~i ~t ~ ~ ~ S&m , r~r j~ • r~.+si~' ! ~ j ~ ~ ~ 5... w~ G 7~ , 4 { ~ ~ 1 ~ ~ ■ ~I f t ~ A \ I ~