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PINES S 1226/ S 12TH SELF SERVICE CAR WASH 6 BAY-Dirty Harry's . , PINES S 1226 ~ &DATEALED ENGINEER'S REVIEW SHEET _ CHECK WHE-N LOGGED IN F1NAL BLDG. PERMIT # -or -FILE# B94180-od Related File ) l~ ~Oo Date to Review Time 19:09 # PRE-APPLICATION Date to AA & DR Time ~..IQ ~ Date Received 11-7-94 0/ v~ po ~ tb Project Name CAK WASH 6 BAY SELF SERVICE DIRTY HAl.2RY'S No. Lots No.Acres Section - Township - Range SITE ADDRESS PINES S 1226/S 12TH PARCEL # 21544-2209 Applicant's Name H.ARRY ADAMS Phone # 208)342-3322 f Address 3201 CHINDEN BLVD-BOISE ID Work # 'Date Conditions mailed Contact person Phone # FLOOD ZONE J NO W S SCHOOL Lngineer / Surveyor's / Arcliitec;t's Naaie I'lanning Contact Person Phone # 456-2205 llate Submitted Descriptio❑ Initials ~ AGREEM]3Nr1' TO PAY FEES OR PRIORITY FEE COMPLETED & COPY TO ACCOUNI'ING N INAI. PLAT FEES COMPLETED & COPY TO ACCOUNTING NOTICE TO pUBLIC # 1 3 4 6 COMPLETED - OR NEEDS 1'O BE SIGNED llESIGN DEVIATION SUBMII-1"ED AL'TE RATION 'I,O PLAT - BLOCKS & LOTS BOND RELFASED -R0AU & DRAINAGI- IMPROVEMENTS ME-ARING EXAM _APPROVED _DENIED-_APPEALED BBC / PROJECT _APPROVEU _DENIFp ~ . c\p\t\review.tor . ' _ BUILDING PERMIT CHECKLIST )PRE-APP jPERMIT.#`". 11 ADDRESS IMEETING I I IIREQUIREDII COMPLETED . . . . - . ~ . . . . MANAGEMENT*-.'. . ~ : . . ~ - - ~ _ ~ . _ . . . I AGREEMENT TO PAY FEES ~ X ~ RIGHT OF WAY DEPARTMENT I I DEED I I EASEMENTS R/V11 RID LEGAL DESCRIPTION CHECK` ^ - - LETTER FROM SCAPCA ~ RECIPROCAL USE AGREEMENT APPROACH PERMIT X I ~ I I ! ~ . ~ SITE . . . . . : . . ~ . ~ - - ~ . : . . . . . . . NORTH ARROW X I SCALE X BENCNMARK ~ X ROAD NAMES X I R/W DIMENSIONS X PROPERTY LINES SET-ASIDE shown on plans _ GRADES (min 1.0%) X------ STAMP X PAVING (surface description) X TRAFFIC CIRCULATION PLAN X LANDSCAPE PLAN (208 CONFLICT) X ~y Drywell detail (type A or type B) X Metal Frame and Grate (type 1V) Splash Block detail for pipe/gutter outlets-~~ - : e_ Curb inlet detail ~ I . ~ . . - ~ ~ • ~ - - ~ . - DRAINAGE ' . . - - , . . . . ; ~ , . . . . - . , . . . i Roof construction X HVAC on Roof X Swale volume calculations X Swale Cross Section X I Pre Developed Condition X Post Developed Condition X SPECIAL SOIL TESTS DtTCH CALULATIONS Pipe/BACKWATER CALCULATIONS GRATE CALCULATIONS ~ RETENTION/DETENTION CALCS ~ 10/50/ 1100 YEAR S1"ORM I I TR-55 ANALYSIS ~ Inlet/Curb cut calculations Bottom of Swale elevation - - ...o. - . _ . . . . ~ of Drywell elevation ~ ' ~ . . . . . : : - . ROA. DS ~ • - . North Arrow ~ Benchmark Scale ~~_~..._r~ ..o~.... Gutter Grades (>0.8°/a) Cross Slope (2.0%-4.5%) ~ Drainage Report Drainage on Plans Curve Data (radius, hc, vc) Pavement section Taperslfog stripe ~ Engineers Stamp Quantities/Bond estimate Bond Mylar Owners Signature County Stamp Washington State Eastern Region ~e Departrnent of Twansportation 2714 N. Mayiair Stree: Sid Morrison Spokane, WA 99207-2090 . Sec. etary of Transportation (509) 324-6000 . November 29, 1994 Ms. Julie Shatto Spokane County Division of Buildings 1026 W Broadway Ave Spokane, WA 99260 . Re: Dirty Harry's Car Wash SR 27 . Dear Ms. Shatto:: Thank you for the opportunity to respond to the above referenced development. The . Washington State Department of Transportation (WSDOT) has the following comments: The applicant will be required to apply for and obtain a valid WSDOT road approach permit prior to construction in order to have legat access to SR 27. Please be advised, recent access management legislation limits access connections to state highways to one per property, with 125' minimum spacing between accesses. The two accesses into this property shown on the plans will not be permitted under this legislation. For road approach information and applications, please contact Leonard McDonnell of our . Maintenance Office at 324-6540. tf you have any questions or need further information regarding this matter, please feel free to contact Leonard Cash of our Planning Office at 324-6199. ' S incerely, J.C. LENZI Regional Administrator By: *LONARD CASH, PE Regional Planning Engineer JCL LCC:ja cc: Project file . ~ , - NOTICE OF TRANSMITTAL nUnlzLSS~. 1 \l l"IzoJCc-r ~r: ~ D,~P [3USINESS NAM I'ARCLL NO./LEGAL 1~ CS C R[ I'"' I O N: ~ ~ ~ ['ROPOSED USE: CONTACT: PHON - ~ . REASON FOR TRANSMITTAL ~ N . F'REAPPL[CAT[ON CONFERENCE PRECONSTRUCTION CONFERENCE OTHER: ~ DATE: TIME: A DOCUMENTS CIRCULATED DISTRIBUTED TO: kcco DESCR[PT[ON BU[LD[NGS PLANNING ENG NEERS HEALTH S APCA FIRE DIST lf~ OTHER: , X X. ~ ,k SG X c~ I b s ISite Plan (new) (revisecl) ( I I I I'.- I I /Y\ x :•~~Y"" _ _ . . • - .L :.L:ti ~.:tit:•.' ::V: i f.:. i Y.ti~. :•h.; • '.•i'1i: i:-:• . }y:i;::;;:_:;::j;{}:. •r Critical Materials List f . .f:....... ~:f:::::::::'~<:..:;::.:: ..,,::::.:-::.::r. I I ~•=~`~`:~:~~.:~::.:`;..;`•::'t:~:::~~~~=~~~ .........r:~ F~...... . 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KI:NOR`I' OF 11/30/94 !'RC-APPLICATION CONFCftrNCL7 1226 S. 1'incs Rd. - Car Wash I NAMF ~ ADDKess ~ crrv I srn•rti ~ zir ~ ruorn=_ I corrrACr OWNF_R I{IAfryAdATiLS 13201 Chinden 131v I I3oi4e I ID I 83714 I1-800-824-6602I X ARCI11"1'[CT I Tamura ~ I I I I I STA'TL ENVIRONMFNTAL POLIC:Y ACI'(SCPA) Thc proposal was rcvicwcd by the Uivision of t3uildings [or compliancc with the State Cnvironmental Policy Act. A threshold deternunation is not required based on WAC 197-11-800(1)(C). PROJEC.I'OVFRVILW Applicant proposes to construct a car wash consisting of approximately4?91 sq ft including 600 Ct of enclosed structure.nis facilitywill have 1 automaticwashing bay and 6 self-serve washing bays. Applicant anticipates employing 1 attendant for an 8-9 hour shi[t per day SUMMAIZY OF PROPOSED occu- LANd usE Pnrrr coNS•r FtRE PAftCC?t. 7.ONFi i1Cf'IONS TYPE RUII.DIMG USF: SO.RI'. GROUP TYPE 1'I.OW WA'll?R PUKVI3Y014 / PIIONB pm ot I d-3 I ZE-171-55 I N'cw I Car Wash 4.291 I fi-: I VN 1.500 tiladcru Clcnric Wnter Compauy 45214.2209 I UR-33 I ZE-51-66 I I I I ~ DISCUSSION I-OI'ICS (darHicatoons, addnans, und corractan° to written cammeMS) PI..ANNING 13IIPARTMCNT(456-2205) CONTACT: )IM MII_I_cnun • Written commcnts wcrc preparcd & a copy civcn to the applicant. • Submit a copy o[ CertiGcate of Exemption and a filed segregation [orm from C.aunty As.sessor's Office. ENGINCCRING & ROADS (456-3500) CON`I'ACI': YAUL i.i:NTVI;MANN ' Written comments were prepared & a capy givcn to the applicani. ' Submit a drainage plan. ' Contact Washington State Departnzcnt of Transporation [or any further comments and requircmcnts. 1IL7ALTFI DIS'IRICC (324-1560) CON`I'ACC: UAKYi. WAY • Connection to public sewer is required. ' Any wastc watcr discharge will bc rcquired to go thraugh a grit trap aiid oiUwater separator. ` Coordinate with local refuse company for placA;ment of dumpster. ` Critical Materials List is requircd. ; tUl construction debris shall be disposed of at a licensed solid waste disposil facility. No on-site burial or burning will be permitted. FIItC DISTRICT NO. 1(928-2462) CON'I'ACI': I'AUL Cl[ASC * Writtcn comments were prepared & a copy given to the applicant. t Instal) a Knox I3ox at the main entrance, approximately live ft high. DiVISION Or 13UILDINGS (456-3675) CON'I'ACI': Ii013I3Y 5"I'ONC • Written comments wcre prepared & a capy s;iven to the appliaant. ` For inforniation on the Amcricans with bisahilitics Act, call 1-800-435-7233. ` Barrier Gec restroom and parking stall will be rcquired. ' Any wall Iess than 20 ft [rom a property line will rcyuire 1-hour construction. R 13arrier free regulations will also apply to any service equipnxnt for puhlic use of car wash. U1'[L17"ICS D13PARTMCNT (456-36(34) CON'1'ACI': !IM ItLD ' Written comments were prepared & a copy given to the applic.vu. ' Sewer connection pcrmit is required. WASIIINGTON STA'IT DCPAR'ITNCNT OF '(RANSI'ORTA'ilON (324-60{lU) CON'CAC'i': GRCG r1GG • Written comments wcre prcparcd and a copy t:iven to the applicanL • Itoad approach pcrniit will be required Crom WSDOT before the rcleasc of the b4iilding permit. • Road improvements may be required, dcrendaiit upon outcoiiie of tra(fic stucly done inconjuction with approach pennit application. ' Water hook-up necds to bc coordinatcd with Statc Utilitics DcpartmenL SEE REVERSE FOA FERMIT RELEASE REOUfREMEN i5 s Y Please submit seven (7) sets afrevised site, drain.lge. and landscape plans plus ehree (.i) complete sets ofconslructian drawings to thc /aepartmcnt ofl3uildings for dclaiUwldger»ei1t and dis7nfwtinn to all 1he appropriaJc agencies. L) vrder far aU agC/7CIG'S to cxpeditiouslyprocess yvur projcct. it rs u»portant that su6r»i1tals include all ilccessarydra►vuigs aj2d dvcuments to U)sure eha t reviewofyour project is completed ui the Ieast aniount ol'eime. Decuinentsshould include: twilduig addra-.s and Icgal dGSCription of/aroperty. Spokane County's Project Review Coordinator will be Julie Shatto at the Div. of 8uildings (456-3675). ~ Pl_'NING IENGINLFiRd f-I!?AI-7I'1-1 I F1Rr If3U1LDINGSI ; . - - . . : . •.::::a:~:~:~. . . . . , • • : ~ ~ ::~;:f;r : . . • ~ : . ; • ~ ~ ~ : ' ~ ' : : . ~ ::•r. • . . . . ~ ~ . ~ . ~ qE~~l~3:~~:#:E.w~-~N~:Q~~~I ~ . . . . . . ~ I I ~ . . . .X...... . . . . - ..._......_...............................W........................:.~...................._. . ~ ~ 1 Iiuilding height in slories & feet 21 I Curbing araund landscaping + X 31 I Dimensian travel lanes ( X 4' 1 Frxterior lighling/direction of illumination ~ X 51 1 l:xtcrior refuse areas + scrcEn ing ~ X 6+ 1 Landscaping of parkirig iot ~ X 71 15 feet Type 11I landscaping along Pines Rd ~ X 81 120 Ccct Type I landscaping along any UR-3.5 zoned property ( X 91 . I Lanciscaping (location, species, sizc) ~ X 101, 1 Parce) boundary dimensions & legal descrintian ~ X 11 I I l3uilding coverage calculatiais ~ X 121 Parking & traff ic circulatiai plan X 131 l'arkung stalls (number, slriping, dimension, directional arrows) ~ X 141 1 Paving ~ X 151 1 ISethacks i X I 161 ! Signage (location, height, & square footage) ~ X 171 1 Squarc footage & typc of usc of proposcd ~ X 181 1 TrafGc control devices ~ X 191 1 Utility location ~ X 201 1 Drainage plan (swales, drywells, calcuiations) X 21 ~ I?riveways & all road approaches X 22 IHandica"~arking stalls. accesswaYS (into & with in bldg) . ~ . ~ : •r •c'•r : . yy~~-y~ ::.~:.~.:~.........,.t:.::•.:~ .r. . {{v}:4k::•''•.' : ' r ti•} . . . . _ . ~ : . ~ • w:: • ~ r . v: :v: v: . .i. 4 : . ' , . ~ . : • . ' . . . • , . : : . _{:.}i?::::::. ~ ::v :v ~ ~ . . . . . . . . . ....r..~ y'~S. ~n~•r ..ti ~:.~i: ~ : • + • 7 . : • : ; . v: • ::::::::.};::?iT?}i. / y~ r ~..ti~.~: wr.. ~ti .~..tiv.v?S:ti:ti:{'v ~ . }.1.Y::::: . ~ . ' • ~ i . . . . . . . . . . . . 'r • .ti•.:::.: : r: •r•.:.......:. ~.{v:i}i}}}i}:•:}:v:tiv•; ~~~l.1YtFT.7~~4~~~.N,T.~~~.~_~.r~.V~~~~.~~...4:P~i . . • •r:;'~:~:::::,:•. :w:. ' . . . . . . . 4.. ~.___._..W.y.....__....._._......~___.__..........~~...~............4.._.~. . . 2.3 + ~ Certificate of F_xemption ~ X 241, 1 Irrigation system plans ~ x 2-5 1 1 Nurscry estu1iate ~ X 261 1 Promissory letter for landscape requiremr.nLs ~ x 271. IAgreement to pay fees & miniroum requirements list ~ X 281 1 Recorded praperty deed x 291 Critical Materials lisl X X ( 301 Lock (Knox) box entry system fonu ?C ~ 311 Special Inspection fornis x 32 Special TTREC 1'lan Reviewer/Inspector X ~ ~ ~ . . . ~ . •1~~'.Y.:•: :5:::: .Y: 1 Vv~ ' - . . • . . . : : l. ' . ' . ~ ~ - } F 'v{':{v' . ~x C M.\.... . t l.ti• . . } r~ . : .'t . • . . - . • . •~y •~.h... . , . . . . . : . • . . i::r•~:2%:'.~'h?:''~:i:;:::: :'::`t~::;.,~ :....::~::+5: : ti . . . : . . . . . • . . . . . . . . . . . . . . . . ..k{. : ~.i4~:5:'-:' .Sirv.h.......... i:t•;:•• . . i:. } . . ,~.1•JW'~.~~:~~~ . ~ .....~:::i,i :~:`.::~::{i:ti ) ~ . s... • ~ • •v•.}• : ~ .....:r: ' ........:.+A{C{:•: •}?;~•:5:•}•;• {'•{::~T:~ • 1P' • v • '4i}i} ' , . ...~n~::. •""""cr'f.::..rx .......~::::w......:.u.S..~.t.::1~..v::... • • . ~~'r}i?: •X•\•... ~iii:{{{rr '{?{ivi.1 . : 331, lBarrier-Free Requ iremen ts ( WAC S 1-20) X ~ 34 1 I Design specifications of existing/propcsed huilding X ~ 351 1 E-lectrical details ~ 361 1 F1nergy details/calculations & heat loss X ~ 371 1 Floor drains & iiolding tank designs ~ 381 1 IIeating, ventilation & air conditioning drawings X ~ 391 I Lighting budgets X ' 401, 1 Plumhing dctails X ~ 411 I Separation wall details X ( 421 1 Structural drawings with wet stamps 8c calculaticxis ~ _ ~ ~ E~9natufe of Coordinator ~ Signature of Plan Reviewer Project No: ~ Page 1 ~ OFFICE OF THE COUNTY ENGINEER SPOKANE COUNTY, WASHINGTON Project:Dirty Harry's Car Wash Date: 30 Nov 94 Address:S. 1226 Pines Ref No.B94180 Parcel No:45214.2209 Review Pre App The County Engineering Department has completed a review of the above referenced project. The following information must be provided in order for us to proceed with our review. A) For any new hard surface area, for an asphaltic roof, or a roof 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 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 Change No. ZE 51-66 C) The following improvements within adjacent Right of Way are required prior to the release of a building permit: l. You must submit road and drainage plans for street improvements. These must be prepared by an engineer. Plans must be prepared for the following streets: . a. Pines Road, WSDOT Special Section 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 construction or improvements shall be filed with the County Engineer. Required plans are to be submitted prior to estimating the amount of the financial guaranty or permit release. i . . y Page 2 I ~ _ 2. As an alternative to the required road improvements the County will accept an RID/CRP agreement "Notice to Public No. 6" on the property. 3. Please submit a copy of a recorded property deed from the Auditors office for the subject property. Upon receipt of the deed our staff will prepare the right of way deed and/or the RID/CRP agreement. 4. Approach permits must be obtained, after a site plan has been approved, and before the issuance of a building permit, from the County Engineering Department for any new or improved driveway approaches to the following streets: a. Pines Road. Please contact WSDOT for approach permits. D) Insufficient information was submitted with the proposal. We are unable to proceed with our review. We will need the following before we can proceed: l. Site Plan. 2. Drainage plan as specified. 3. Other information: a. A parking and traffic circulation plan shall be submitted and approved by the Spokane County Engineer. The design, location and arrangement of parking stalls shall be in accordance with standard traffic engineering practices. Paving as required by the County Planning Ordinance, will be required for any portion of the project which is to be occupied or traveled by vehicles. It is illegal to back out onto the Right of Way. b. The Washington State Department of Transportation appears to be agency of jurisdiction on this project and should therefore have their own signature block on the permit. E) Utility Condition: Permittee 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 must complete and sign Spokane County Engineers "Agreement to Pay Fees". This document must be returned to the County Engineers Office. Plan review will not be completed until this document is executed. This document is attached to these comments. Please return the completed Agreement to your contact person at the Engineers Department. The applicant or their representative is responsible for including each item that is marked "Required By This Project" in their submittal in accordance with the checklist descriptions. Each item submitted that is to meet the checklist shall be checked off by the applicant or their representative. Submittals which do not conform to the above requirements will be returned ~ Page 3 r for further items with no review being accomplished. This will prolong the review process. If changes occur in the requirements for the project because of further conversations with Spokane County representatives, please attach a note explaining the agreed upon change in requirements. When the applicants' submittal is finally approved, the Engineers department will release their portion of the Building Permit. Your contact person at the County Engineering Department is Doug Busko, 456-3600. . I . Page 1 OFFICE OF THE COUNTY ENGINEER SPOKANE COUNTY, WASHINGTON Project:Dirty Harry's Car Wash Date: 30 Nov 94 Address:S. 1226 Pines Ref No.B94180 Parcel No:45214.2209 Review Pre App The County Engineering Department has completed a review of the above referenced project. The following information must be provided in order for us to proceed with our review. A) For any new hard surface area, for an asphaltic roof, or a roof 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 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 Change No. ZE 51-66 C) The following improvements 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 improvements. These must be prepared by an engineer. Plans must be prepared for the following • streets: a. Pines Road, WSDOT Special Section Al1 required construction (sidewalk/curbing/pavement) within the Public Road Right of Way is to be completed prior to the . release of a building permit or a financial guaranty in an 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 guaranty or permit release. ' • . . ~r Page 2 2. As an alternative to the required road improvements the County will accept an RID/CRP agreement "Notice to Public No. 6" on the property. 3. Please submit a copy of a recorded property deed from the Auditors office for the subject property. Upon receipt of the deed our staff will prepare the right of way deed and/or the RID/CRP agreement. 4. Approach permits must be obtained, after a site plan has been approved, and before the issuance of a building permit, from the County Engineering Department for any new or improved driveway approaches to the following streets: a. Pines Road. Please contact WSDOT for approach permits. D) 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. A parking and traffic circulation plan shall be submitted and approved by the Spokane County Engineer. The design, location and arrangement of parking stalls shall be in accordance with standard traffic engineering practices. Paving as required-by the County Planning Ordinance, will be required for any portion of the project which is to be occupied or traveled by vehicles. It is illegal to back out onto the Right of Way. b. The Washington State Department of Transportation appears to be agency of jurisdiction on this project and should therefore have their own signature block on the permit. E) Utility Condition: Permittee 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 must complete and sign Spokane County Engineers "Agreement to Pay Fees". This document must be returned to the County Engineers Office. Plan review will not be completed until this document is executed. This document is attached to these comments. Please return the completed Agreement to your contact person at the Engineers Department. The applicant or their representative is responsible for including each item that is marked "Required By This Project" in their submittal in accordance with the checklist descriptions. Each item submitted that is to meet the checklist shall be checked off by the applicant or their representative. Submittals which do not conform to the above requirements will be returned . . Page 3 . for further items with no review being accomplished. This will prolong the review process. If changes occur in the requirements for the project because of further conversations with Spokane County representatives, please attach a note explaining the agreed upon change in requirements. When the applicants' submittal is finally approved, the Engineers department will release their portion of the Building Permit. Your contact person at the County Engineering Department is Doug Busko, 456-3600. . . _ , r.. , - . . _ . ~ _ _ ~ . ~ x..-.:~ ..-.;i:;' : ~ : o . ~s D D o 0 ~ Our cxpcricncc operating our own canvashes in Boise, Idaho has shown p 0I . ~~o that self-serve canvashes Nvill shoNv a "cash on cash" return of at least 20%. Typically at least 50-75% of the project cost can be financed, resulting in a return on eyuity in exce~s of 4 0~%. In addition, tax treatment is more favorable than many other investments due to the i year ACRS treatment on the equipment and installation investment (roughly 40% of the total project cost). On the inside of this brochure is a five vear pro forma for a t-ypical new 4 bav canwash. , ~ . . . . . ^E P n},J X~ O/RTSI HA12Ry S'. .s x: IEARTURgo v~cc DISr,~aT ~MIM; - 4 • ~ . vur Iive-year pro forma is for a typical nekv tour-bav canwash. It is based on the actual iierformance of a facility that has been in O o Ki operation in Boise since early 1984. For a pSL/~gbWO 0000a 7 7 communiry with 120,000 people, Boise is S aturated with car wash facilities. The area Iias 2/? instal(ations, 68 self-serve bays, lb automatic facilities, (7 fr~e with iill-up). HoNvever, this new business exceeded all projections within a year of start-up; despite an established competitor three blocks away on a superior site. Much of the gain in business is due to the ahility to attract new customers to the self-serve car wash. Typically, fewer than 20% of car otiNmers \vill use a self-serve car wash.Noxvever, truly effective equipment and n~iv wash options such as pre soak and spot free rinse are developing a Ioyal customer who is reluctant to return to his "driveway" after using the new cleaning compounds and eyuipment available at our washes. ~ ~A car wash is not a"passive" investment. The owners should spend fflKANAGEMENT6-10 hours per week supervising the operation and possibly 71 performing routine maintenance. In addition, a rypical4-6 bay self-serve will require a student or retired person to spend up to two to three hours per weekday and six to eight hours per weekend day on clean-up and customer relations. , An o"►ner who has an interest in equipment operation ancVor is effective at customer promotion/sales will be the most successful. ANEL e have found that a high quality building plus site improvements ff,'T `'V will cost an average of $20,000/bay. In addition, a first class, complete equipment package (including high pressure pumps, pre soak, foa1i1 brusll, tire cleaner and spot free rinse capabiliry, as well as vacuums, dollar bill changer, hot water boiler, water softener, bay slab heat system and installation) will cost about $18,000 per bay. Land cost (100'x 150') will average $50,000-100,000. Thus, a top quality, "full service", 4 bay car wash will require a total investment of $200,000 to 250,000. Adding a turbo in-bay, touchless automatic will , increase equipment cost by about $50,000. PRO FORMA OPERATING STATEMENT . L ~ SAY TYPICAL 4 BAY SELF-SERYE CAR WASH ~1LD/NC COST COST DEBT FINAMCING lald S10,000 lman imunt 180,000 aW - Equipment i85,000 Averape indmesl 13.0% ~ BaiNin $90,000 Term 15 Years Wotiog upibl $2,100 Annual prymertt 27,854 TOTAL $247,000 - Excavation and paving $19,000 PERFORMANCE: - Cancrete and steel for foundations FlrstYear and bays (16'x36') and sumps .................16,000 R TEAA 101A 20TR 7C1A 1~1A i01A1 1~AR 1 W rEA ~ REVENUE - Plumbing and sheet metal .......................1,500 i - an 6,100 7,000 9,000 5,6110 29,600 320 28,000 30,000 32,008 •washrerenue 1a,eoo 15,750 20,250 12,600 66,600 72,000 78,750 84,375 90,000 - Electrical (includes lighting) ....................8,000 - a1Mer rerenue 2,160 1,890 2,430 1,512 7,992 8,640 9,150 10,125 10,800 - Masanry ...........................................16,~0~ TOTAI 20,160 17,640 22,680 14,112 74,592 80,640 88,200 94,500 100.e00 OPERATING COST - Carpenter, roof system •deaningageils 4,440 5,040 4,631 5,209 5,W (trllSS6S, shingle),IURIb@r ......................11,000 • eleclricly (.06-KMIH) 4,384 4,480 1,116 4,631 5,186 -Naburaiiu(tic.noorbeat) 2,576 2,816 2,692 2,90 3,M - Trough, gutter, metal doors .....................2,000 -uuikia 2,246 2,321 2,373 2,529 2,695 •mafM.3upteep e00 1,01 1,200 1,20 1,21 - Painting, block seal ..............................1,500 - cleal-up Nba 7,200 1,401 7,710 8,159 8,566 ~ ins. b xcounuol 1,1108 11,711o 1,09 1,952 2,es1 - Sign ...........4,000 I - om" az 2,470 2,594 2,723 2,11:59 3,1102 -oavedi:iq 3H 4M 420 441 43 - Permits and fees 1,500 ' - w"lies 8 miu. 866 1,120 1,1611 1,244 1,300 S.TOTAL 26,932 28,958 28,381 31,260 33,691 - Contractor supervision and INTEREST 23,400 22,621 22,167 21,428 20,591 miscellaneous ...............4,000 DEPRECIATION 16,116 25,796 19,156 14,415 12,439 TOTAI 66,448 77,575 70,3a 67,102 66,722 - Landscaping .......................................4,000 OWNER'S AFTER TAX CASH FLOW TOTAL 88,500 ~ •tanble iKOme 8,144 3,065 17,896 21,398 34,078 I • add de~ecisfion 16,116 25,796 19,156 14,415 12,439 i • less priqk pffmM (4,454) (5,032) (5,6n (6,426) (7,261) • 1nCOIM ha liebilih n 35% nte (2,850) (1,073) (6,261) (9,569) (11,927) The information in this brochure is based on the experience of Car Wash Equipment Co.. Many factors outside the control of Car Wash Equipment Co. TOTAI CASH FIOW 16,956 22,756 23,101 25,798 17,328 will influence financial performance of a particular faciliry and they respectfully AR6r tax return on Equity Of $67,000 br Flve Years =33% disclaim liability for actual operadons. Car lVash Equipment Co. recommends that you consult your own tax expert to determine the specific consequences of any proposed investment. I • • The site should be at least one-third of an acre in a primarily residential area with all of the normal attributes of a good commercial site, i.e., visibility, convenient access to awell-traveled street, proper zoning and a natural gas hook-up. Typically, for a four to five bay faciliry, lot costs should be under $100,000. The lot should be at least 100' deep with a minimum width of 167bay, 12' for an equipment room and 20' on at least one side for access , plus any local "set back" requirements. As a rule of thumb, population density should be 1,500 people per bay within a three-mile radius - this includes all existing car wash facilities. Traffic count on the fronting street should be at least 1,000 cars/day per bay. Below is a rating sheet that includes additional factors for rating a site. Car Wash Equipment Co. will be happy to assist you in evaluating your site for optimum results. SITE ANALYSIS FOR A POTENTIAL SELF-SERVE CAR WASH LOCATION INSTRUCTIONS FOR USE: Under each category circle the score that applies. There may be more than one applicable score for some categories. A total score in excess of 75 means the proposed site merits further serious consideration provided other factors such as price, lot size, zoning, etc. are also favorable. AMOUNT OF TRAFFIC FLOW IN FRONT OF SRE MANAGEMENT 1,000 Cars in 24 hours/bay .......--.........................................................................+10 Owner-operated .....................................................................................................+5 1,500 Cars in 24 hours/bay +15 Owner visits location less than once per week -5 2,000 Cars in 24 hours/bay +20 Owner visits every other day +1 2,500 Cars in 24 hours/bay +30 Full-time attendant proposed +5 Traffic cross-town or commuter .20 Local neighborhood traffic +10 COMMUNITY CARWASH CLIMATE TRAFFIC FLOW Dirt roads in area ....................................................................................................+2 Evening going-home traffic on Potholes and broken pavement +2 - Same side of location . +3 Good roads -2 - Winter salt on streets +5 - Opposite side of location Heavy seasonal rainfalls -5 Frequent snows and thaws +10 SPEED LIMITS Factory fallouUother pollution +5 Under 35 MPH +5 No curbs and gutters 2 + 50 MPH .3 55 MPH ...................................................................................................................-5 NEARBY BUSINESSES TRAFFIC SIGNALS Neighborhood shopping strip nearby +5 If bcation is within one blodc of traffic light or stop sign .........................................+3 For each franchise store near add +2 If traffic light or stop sign is more than 1 blodc from location -3 If on large shopping mall location -5 CUSTOMER ACCESS VISIBILfTY On ironta9e road oN exPresswaY . . ~ -5 No street s'gn........................................................................................................ - 15 On oorner ...............................................................................................................+3 If sign is visible at 500 feet ...................................................................................+10 One curbcut to be used for both entrance and exit -3 If sign is visible at 300 feet +5 One entrance and one exit .....................................................................................+3 Bays facing street entrance ..................................................................................+10 On divided street -3 Ba doors, rf an on entrance side y y, .......................................................................-10 Two entrances and two exits +5 If located on hill -2 Two-car or more stack-up room +5 Drive-in and badc-out bays -15 Lot uphill or downhill from street -5 COMMUNITY POPULATION Community under 15,000 people +15 COMMUNITY GROWTH If population within 2-mile radius is: Growth prevalent +5 - 1.000 per each bay self-serve +5 Community stable +3 I - 1,500 per each bay seff-serve +10 Community changing-downside .5 ~ - 2.000 per each bay self-serve +15 - 2,500 per each bay self-serve +20 NEIGHBORHOOD ECONOMIC CONDITIONS Apartments nearby +5 If trading area expensive .......................................................................................-10 Small, close houses +5 If trading zone medium (K-Mart) +5 Homes with no garages +2 +2 If trading zone poor +5 Street paricing If trading zone hard-core (grill work on store windows) -15 Pick-ups, sports cars, jeeps, boats, vans, small cars in the neighborhood ............+5 Executive cars, station wagons prevalent in neFghborhood -5 SELF-SERVE COMPETITION 24-hour shift work nearby .......................................................................................+3 If none within 2-mile radius . . . +10 Large, expensive homes with large yards nearby -5 . 24-hour business nearby +3 Deduct one point per bay of self-serve competition within a 2-mile radius Traffic pattern divided by river, highway, etc., to isolate from competibion +3 Deduct two points per bay of self-serve competition within a 1-mile radius HOW TO SCORE Excellent 85-90 Good 75-85 Fair 65-75 "No-Go'65 s . II I - i P&M Yfi L-L] ~ o . ~ • . M s / Lar Wash Equipment Cu. has been in busincss in Boise, Iaaho for over 25 years supplying systems, parts, senrice and supplies to car xvash oxvners throughout the Pacific Northwest. The company owns and upcrates 4 sclf-serve car washes. In addition, we offer axvide variety of services to those xvho are considering building a netv facility: . . f N ~ w " i ti - . _ •n. • `Y r . - . . 4 v . ,i ` . 4.~?1~! n, h. ~r:,'.. r?$~`.G.r..' k'Ve can provide a variety of standard plans for self-servc and in bay touchless .1ut0matic svstems. We offer computerized assistance in developing complete 5-year operating statements that are very helpful in planning your facility and in supporting loan requests. Car kash Equipment Co. has many years of experience in operating Uself-serve car washes. It's advice can be helpful in evaluating - pruspective sites. ~ = Full installation serviccs arc available on any Car %Vash Systcm purchased from Car VVash Equipment Co. This includes evaluation , of plans, equipment set up, connections, start-up and training. Our experience and counseling will result in overall savings and efficiencv. ~ / -~..ar ~'Vash Fquipment Co. maintains a complete inventory of parts and supplies. A toll free number provides free access for orders or l advice and assistance from our service manager. The car Nvash business is changing and offers real growth and profit °d° - opportunities for those willing to invest in the future. If you are cunsidering an investment opportunity, let Car Wash Equipment Co. help you. lust give us a call, toll free, 1-500-824-6602 (Idaho, California, Oregon, X-Vashington, Montana, Wyoming, Nevada ur Lltah.) Mailing address: 3201 Chinden BIvd. Boise. ID 8_171 4. Local ~ phone (208) 342-3322. ~ ,a; - - . . • , a, - _ - r_ - ~ w I ✓ I ! aJ[ ~ . . ' . ~ . iii. .F.. . _ , . g.. r' ,fx~ . . . . ,:P-..... . . . r.._ . . . . , . . ,~q;;;*If►;i~~ ~i~-R_... i «t_. _ . . . 1b A ~ Q 3 ' z~ ~ r ~ ' • • J ~ - J \ y • < O LZA7/o i~ ~ 4 .7 B ~ /O ; g.•t . f0 e.~•w i~ 1J1 -~u ~i~ih AvE ' t• 9y~. ~'s ~ p rH ~ ZO"~~s' io 4-A Jft~ 471 ~55 . q . ; . 1 2 / ,~Q h ~ . 1 3 7 q . lg~ ~ 210 09' 22 ~ NI~•!Vf /t!' ~ .~~1 ~ P 17 3 loq ~@ i.~ ~S 3 n ~ • .6 0 ~ , 140, - ~ ~ O . 0"? o ~ ?r(c ~ • 26 q ~ W z ,z _ leO- ~ ~ .41 o ~ Q l• ~ ^ •°~2 Q~ ~ cp ~ ° e a ..3 a ~ o. 0/0 2~O o i ~ ~ ~ ~ ~'o ~ ioo ~ o' . J ~ 4 ~ ~ ~ ~'i ~ ,1i ' ~ Q 8 i' 7 -._~~3~9^~8 C0.~~ ~ 7 .6 0 Sb~ ~(D ~ ---t :~~T • _ ~ ~o t / T W E L ~ .J O.c - f - - - - - ~d-i t J r•s~'f1 80 • 7s ' tQ .B _ D 3474 ~ A ID ~ 0 1 ~ O ~ I71-5 51-166 1 24 , f z~ h ( v ~ ~ f ~ 2~6 I 2/9 0 2ro 2~7 a , ♦ • O ' / Al i ~ ` ~ y ~ N , \O w . ~ ~c ~ • ~ i IV) , f1?'43 ~ ~ ~O ♦ ~ ~ 00 Q~ URem Q ~ . . • ,,~,~v I T 1 S 5 ' t~ ~ ~►4 r*E P/AV, LrS _ ~b L ' i " tViINUTES December 7, 1966 ZONE C HANGE ZE-51-66 - AGRICULTUR.AI. SUBURBA1V TO COIVIiVtERCI~?LL: DAHL Planning Commission Recommendation: Approve for the followinQ reasons; A. Reasons: 1. The applicants propose to develop a funeral home and propietor's quarters on a three (3) acre parcel of graund located just north of the Pine s Cemetery. The plot plan on file with the application delineates a drivevuay access to the cemetery without using Pines Road or East 16th Avenue. Knd, the plan al so indicates screen- ing along the north and west property Iines. - 2. Surrounding land uses are; to the north - single family residences along both sides of £ast 12th Avenue; to the east - a church; to the south - Pines Cemetery; and to the west - open land belong- ing to residential parcels fronting on East 12th Avenue. The Planning Commissfon is of tne opinion that the proposed use has several merits; namely, 1) its proximity and access to the Pine s Cemetery, 2) the re sidential nature of the propzietor` s. home next to the existing residential development along East 12th Avenue, and 3) the difficulty of developing the frontage residen- tially. B. General Data: 1. Location: Section 21, Township 25 N. , Range 44, E. V`/. M. Tract 216 of the First Addition to Opportunity, except the South 2 3 i. 7 feet, except the - North 100 feet of the East 115 feet, except the North 145 feet of that portion trVest of the East 115 feet, and except highway. 2. Applicant; Gilbert Dahl Orofino, Idaho 3. Site Size: Appro.~dmately 3.15 acres 4. Existing Zoning: Agricultural Suburban, established 1VIay 31, 1955 5. Proposed 27joning: Commercial 5. Proposed Use of Property: Funeral Home and prfvate dwelling 7. Application of Zoning Provision: Chapter 4.2l.. Section 4. 21.040 -15-- I _ I Nr)* . , . . . ~~FORE TItE SAM OF ; {~~A37-Y' C'~~1,?~~~~~0jj ,MS pr Sry"~~, NE r)N_T ~~~~~-66 T,~ 'TtlE MAT711'9 OF CH,~~~ 1no l'~.' ~;iNTNO T-lAp ~ ~~'f A~101",Tr,9PA1. SIMIJ't~~N T-1 0;3-f''~~T~T.. ON PROPEI`±~ ~~~ATED :{N TRACT 216 OT 0 L U T ~ ~ FIPST l~~~IT~M T`) W,~TUNU'~ ~ SECT,~~~ 21 j, T0,s01.~."'~ I~ ~3 fq, ~ Arot W49 ~ . F, ~~-4*9 51n~~~ CTTM# ~~AS"MINGVR+ ~ ~ ~~~~~~~tl#d matter "Ir~ ~ ~gulnrly P7r beaxtr~ ~~ore 0a %ar!l of County ~omixotonor.g o!" ~~~kmw C~nV, ¢x'n~~~ngt~, on thf lq deq, asd tt mppearing to the Avaml th.m'~ the 31"'~~ CmnV ~'Inmi~ ~~~~st~~ ~~s gi~ ~~ie-a +)f this heating ~ho mntter tf* manner and for t~ tt" pr.~~ided bv ?.ftwi thA ~~d r1annir~~ ~~~~ion has h~ld ~ ~ ~~ng no x~~~~ qnd thit the ~aid ,Plona4,ng Camiss1 pl~ ~ R-orm the .~ol'towl" descri.bed pxoperty ase COp_P, R~C , 2~6 -3f the ri~~t Addi#,~~ ~ ~rft1rity-, mc*pt the 5-crat~ 2~~7 lreet, en%+spt the 1131 .f+~~ the Past 115 feett 145 feet of th~t portion West of the 1"ast 115 feet and ~~cept highW in Se~~~m 21# 'Ta~~hip 25 ?1. ~ ~anM ~4. E • W. ~~e t s~~~~ Counlyo "i^sh:~ng"M , TU?'F, TMEF:'RE, BE I~ ~ET)I,~~~~ tha'~ the above. E~~~~~ ~~~rty be# and the E~~ ~~~d u~~~ ~ el~~siflaation or ~,~mroiml# ~~l-:wd the 70~ing . Ordinance ~~~~ene Cmmt~g odmMt~~ ~~t U9510, a-s amndod. ~'.~~.D ~~VE TUARD Tti-ES DN't 9F ' ~ 1~~,• ATT~ STa VERNOIV [4* OHLAND~ ~ ~ ~a rd C'V6 MAPP or CQ1UNT~ CI'MSS.~ ~~MI ~~~~A~ rx C-,.~Y, ~,~M ,~~JR. Th'~~ ~s tn d~~~ity that, this i~ a KiOM ~~UnTY c~ki~ a~S~ . 5 ~ t~e ~ ~~ct vf 1~+1I~-SP~~- ~~~~~`~'~AS-vRI~iG~'ON Pe~lut~.on W. P. ~~LLEN C~~ ~1f1~~~}~~I PA~~ ~ tho ~~r~,s~~~ , ~CK-tt"~HTY HOWARD r L~~.~.f _ T. ~~~L oerEi ~hott x ha~ ~ ~ clia ~aM rev~~te-I c~n t?w . tomir~ ~ip In the Buil~ing C ~~~wt- ~~~e i~ ~escri.~ ~h-nvm the II att~ched !'9ap. ~ a$G.Mt . ~ . ' - _ ~ ' ' y , a i ~ ♦ {y. . ~ ~ ~ a ~ ~~s`,. at ~ ~ ' ll' ;i~ ~ .,X ~t v i ~ ~ • ~.~:.+:w~ . ~ b ► ; • • r~ t• ~ ' , ~ ; . f ~ i ~ e.. , . i ~ - a . . ~ ' i • -a.,~ _ . " _ . ~ , _ ~ _ 1F1.i¢ ~ . ~ .a .t . '7 r- ~ ` . ~ , f~~.~ ° ,ri.~r~J~~` '~+I~ N. ~ I I ~ ti, y~ i 1 r.~: 'f: ~ ,'M~; ~ ~ ~ t ~ j . ~ • • ~ ~ S ~t~ ~l~~ .Z~g~~; •'•~A.f' t••~ ~ f iC, ~Y ~ ~ ~i ~ ~4~'t~= t ;f _ `t •,lu. ~ _ ' ,