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4TH E 5813 Office Bldg , 4TH E 5813 BYTE FILED ENGINEER' S REVIEW SHEET MYLAR# CANCELED AS BUILT PLANS RECEIVED BLDG. PERMIT # B9613 8 -96 Related File #t (ZE-116-83C / B91095) Building Dept # U _ Date to Review 07/15/1996 Time Review Type Comments Date Received 07/ 15/ 1996 Project Name OFFICE BLDG BLDG SQ FT Range - Township - Section 35231.9106 SITE ADDRESS 4TH E 5813 / W FANCHER / E HOWE PARCEL Applicant's Name AL HASLE BACHER Phone # 4effl-3'b7'S` Address SPO HOME BLDGS ASSOC Phone 2~# i~ 2026 N WASHINGTON FLOOD . SPOKANE WA 99205 ZONE No Billing Name Owner Engineer (No Engineer) Address Address Company Address Signed Phone Pho e City: FAX (509) FAX (509) Phone Building Contact Person: Jeff Forry Ext 103 / ROBIN BURRIS Phone # 456-3675 Date Submitted Description Initials DATfi FEES RECEIVED DATE PRIORITY FEES RECEIVED COPY ACCOUN IT NCG~ _ NOTICE TO PUBLIC # 1 4 6 CPLET~D - OR NEEDS TTRMM'ED DESIGN DEVIATION SUBMITTED/DATE COMPLETED - MAILED DATE BOND RECEIVED - BOND AMOUNT RECEIVED DATE BONU RELEASED - DATE AS BUILT RD PLANS DATE RD PLANS APPROVED - NEW ROAD STANDARDS (MAY 15, 1995) ' STAMPED MYLARS TO PERMIT TECHNICIAN (SYL/SUZANNE) APPROACH PERMIT # ROAD/S WIDHT/S Pt..~.~5 • l . / z) - ~ f , • ~ . PROJECT NUMBER= 9600[43 APPLICATION DAT.._- .07/12I96 PAGE= 01 . . THIS IS NOT A PERMIT - , PENALTIES WILL' BE•ASSESSED FOR COMMENCING'WORK WITHOUT A PERMIT~ . . SITE STREET= 5813 E 4TH AVE • PARCEL#= 35231.9106~~ ADDRESS= SPOKANE WA 99212 PERMIT USE= OFFICE BUILDING ~ ~ • ' PLAT#= 000000 PLAT NAME= UNKNOWN BLOCK= . . - LOT= ZONE= B-3 ~ DIST,$`= , . , S AREA= F/A= F' WIDTH= , DEPTH= R/W=• 50 OF BLDGS= 1 # DWSLLINGS= . 1 :WATER DIST, _ • ~ ' • - ' , ~ ~ - - . - 1 . 1 OWNER= SPOKANE HOME BUILDERS ASSOC. PHONE= 509 328 3602 . , , STREET= 2026 N WASHINGTON ST ' ADDRESS= SPOKANE WA 99205 • 1- • CONTACT NAME= AL HASLEBACHER ' PHONE NUMBER=,509 328 3602 BUILDZNG SETBACKS: FRONT= UNK . LEFT= 'UNK RZGHT= UNK REAR= UNK', •*****'*************************-REVIEW INFORMATION ~ ' ~ ~ , - • I: ~ • . - r • . - . . DEPARTMENT • ' REVIEW REQUIREMENT , ` ~ . . . , . ' • ' ' • . . . , ~ ~ ~ . . ~ - ~ . . „ BUILDING REVIEW COORDINATOR,,,:.R~"BIIRRIS.,~ . , ' , ~ , , ~ ' ' ~+f~i ~ -;~~y^~~'~~,'' ~ • , . • . ~ , ~ . , , . . . . - . . . ~ . , . ~ COMMENTS:. ' , . ~ ' ~ ' ~ V , . . , , . - • , , ~t • • • . , . l. . • , ' • , . '~i,: Y~ ~t , ' . BUILDING PLAN RF'sVIEW REQUIRED. . ' . ~ . ' ~ • ' ' ~ . ~ ' . . ~ ' ' ' , . , , ~ . . G., • . ~ , ' COMMENTS : ' a• ' ' ' ' ~ ' , - ' „ '1 ~ ~ ~ ` • : . ' ; ~ ' • ~ • ' • • ' , . . , . . . . BUILDING ZONING/SITE REVIEW • ~ ~ _ • . ~ . . ' r ' `i✓ ~O • ' , ' • . ~ COMMENTS: . . . , . • . . ' . ~ ~ ~1' ~ • . . , ' `1 j ' ol.~,r;I .'',,C 7^. ~ . CMA REV . , , . ~ . ~ ~ C~( ~ • • ' ZEW CRITICAL MATERIALS ALL..'COMM ~ ~ • ~ • ~ ~ { - ' v v ~ ~ COMMENTS . ' - ~ • . • ~ ~ . , . ~ . < ' - . . . ~z ~ ~ , F, , . , : • ~ , , ~ ~ , ~ , . . ' ~ : , ~ - ENGINEER APPROACH/FLOOD ~ PLAIN/DRAINAGE . ' ' ' ~ ' . , , . . . ° ' ` , " , • . . ~ . . . , , . ~ , ; , ~ ' • '<<;' 'c'' , i , • COMMENTS : ' . , , ~ • ' ' ~ ~ ' ~ ~ • ~ ~ • ' ~ - • ~ • . ~ . • . - . ; - • . . , • , ' i , , , , , _ . ' , VC . ' ~ , • , / . ! , . /r~,•~~`;' , y~ . `ENGINEER ~ SZTE DRAINAGE TO ~BE -REVIEWED . ~ . . ' , . ~ COMMENTS. . , • ' , ' . . , , ~ _.r~ . ~~i~ - • ; HEALTHDIST NEW'OR . • . ~ ' ~Q j~~ ADDITIONAL WASTE.WATER r . Page 1 OFFICE OF THE COUNTY ENGINEER SPOKANE COUNTY, WASHINGTON Project: Spokane :iome Builders Office Date: July 29, 1996 Address: 5813 E. 4th Avenue Ref No. B96138 Parcel No: 35231.9106 Review 1 The County Engineering Department has completed a review of the above referenced project. The following items must be addressed prior to release of the permit. l. Show locations of all required curb inlets used to drain runoff from the parking lot to the swales. 2. Provide a copy of the recorded property deed for the 2' R/W ' dedication and the R.I.D. waiver. 3. Submit 5 copies of the final, signed set of plans to the Building and Planning Department. 4. An approach permit must be obtained for the new approach onto 4th Avenue. Your contact person at the County Engineering Department is Doug Busko, 456-3600. Page 1 ' OFFICE OF THE COUNTY ENGINEER ' SFOKANE COUNTY, WASHINGTON Project: Office Building Date: July 17, 1996 Address: 5813 E. 4th Ref No. B 96138 Parcel No: 35231.9106 Review Comments The County Enqineering 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) A drainage plan for the site shall be prepared by a Professional Engineer, 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. Copy of the proposed landscape plan. 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. Finished grade elevations at the top and bottom of the 208 swale. 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 116-83C * Applicant shall dedicate 2 feet on Fourth Ave for right of way prior to any use of the property. 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. 4th Ave. Typical Section #1, Minor Arterial All required construction (sidewalk/curbinglpavement) within the Public Road Right of Way is ta 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 Lhe County Page 2 ` Engineer. Required plans are to be submitted prior to estimating ~ the amount of the financial guaranty or permit release. 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 the 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 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. 4th Ave. D) The following items must be reviewed and approved prior to the Engineering Department releasing its portion of the permit: l. Site Plan 2. Site Drainage Plan 3. Road and Drainage Plans or R.I.D. Agreement 4. 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. E) Other Information: a. The Washington State Department of Transportation appears to be an agency of jurisdiction on this project and should therefore have their own signature block on the permit. F) Utility Condition: Permittee is responsible for arranging for all necessary utility adjustments or relocation as required for completion of the improvement. G) 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. Page 3 ~ 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. Your contact person at the County Engineering Department is Doug Busko, 456-3600. PERMIT DOCUMENT TRANSMITTAL Spokane County Division of Buildings - 1026 W groadway Ave. Spokane, WA. 99260 , Project Address: Project Business Name: CONTACT: Phone: Mailing Address: COORDINATOR: ~~rto Phone: DOCUMENTS CIRCULATED Description BuUdiny Zoning Flre En flrHeakfi Dlstst_ UtiliUes SCAPCA ,.X ,M-. AAA.V2 D2Aavo-:)-~ x_ 'c ~ 2ca~ ~a~c,,.~ t~ oCz-7 b k ~c Al- . . Received 6y Date of Transmittal: Circulated by: JUL Z 3 i326 SPOUNF GOUWi`i ENGINEER PW7 PERM T DOCUMENT TRANSM TTAL Spokane County Division of Buildings 1026 W Broadway Ave. Spokane, WA. 99260 Project Address: ~-j,~ ~ Project Business Name: C-- Fr i C; _ CONTACT: f-I C_ ~i-~c ~-fC~._. Phone: Mailing Address: ~-~>,Kt11~,C f 1Gr1-,lC 1-3u 1L.~Yc~s A~ e- ~.c. a~~,~ ~i~SN~~,c: rc~ `"~j ~~ti~ 9 COORDINATOR: -~--;~?r,~;~;'~-; Phone: ~5k~-).. ~ ~ ~\^;G_ - f ~ ~ '1r,r;-; ~ ~~ti r`✓ 1 r~ 1..1 ~ :~j / / ~ ~ .i t I ~ f ~ ;•~~`-v 1 1 ✓ ~ t l~ J \ ' ) ' • f -4,~ , 1'' ^`J 1 • ; 1 ~ ~ • 1 ~ , r DOCUMENTS CIRCULATED Flre Description Bulldlnfl 2onlny Enylnccrc Heattfi Oist# UtlltUes SCAPCA . ~ /x-, e,.► 6-2aW r N 6^Ll ~ • If ~ e,-J~Ai \k ~ , ~ SPOKAfVE CQMJ~~TY ENGIkEER . Received By Date of Transmittal: Girculated by: i ~ ~ ~ ~ ~ S P CJ K A, N E - L U U N "r' Y ~ D(V1510N OF ENGINEERINC AND ROADS • A DIVISION OF TI-iE PUBLTC WORKS DEPnR7MENT William A. Johns, P.E., Cotinty Enginecr Dennis M. Scott, P.E., Director AGREEMENT TO PAY FEES ENGINEER'S AGREFMENT NUMBER L3 This agreement between Spokane County and ~~~~4~ , whose interest in the project is C>~/~ , is entered into this daY o ,.)Ku--`e , 19 -1&.This agreement is aPPlicable to the ProJ'ect known as: k- All Q"ow A y"' 0 G I'7 . That the individuals and parties named herein as having an interest in the above described property or project agree to the following: 1. Reimburse Spokane County for project review and inspection fees as specified in Cliapter 9.14 of the Spokane County Code. The fees will be based on actual salary costs incurred by Spokane County for project reviews and / or inspections plus a ten percent adrninistrative charge, and will be billed monthly as acerued. Any billing amounts due, including any expenses incurred in the collection of an overdue account, must be paid prior to the County's acceptance of the project for filing. If a project is approved and/or filed with a balance still owing, the unpaid balance shall be paid within 30 days of the invoice date. 2. The undersigned agrees that these fees are due and payable upon receipt of the billing as specified above. 3. Any invoices not paid within 30 days of the invoice date will be considered delinquent. If any outstanding balance on the account for this project is not paid within 30 days of the invoice date, no further reviews of the project documents will be conducted until the entire account balance is paid. Any balance on the account for this project not paid within 65 clays of the invoice date may result in legal action or the initiation of other collection procedures, including referral to a collection agency. The Sponsor will be liable for any and all expenses incurred by the County for the collection of overdue accounts. 4. The monthly billing should be sent to the attention of: " NAM E: A t'i` a--SLdc6-C V-\c- . ADDRESS: G~1 0,0 ~l6 L17 /V CITY, STATE: t ~ - - ZiP CODE: PHONE I understand that failure to pay these fees may result in delay in completion or approval of the project or other possible sanctions. O If this fee agreement is completed by someone other than the Sponsor (i.e., the project owner or a principal in the firm sponsoring the project), such as the Engineer designing the project, then written authorization from the Spansor specifically authorizing t Agent to execute this Fee Agreement is attached to this Fee Agreement. ~ SIGNATURE By: (PRINT NAME) $UURZV YELLOW COPY TO SPOKANE COUNTY E1GINEERS k\slflagreefee.doc 2/1/96 1026 W Braadway Ave Spokane WA 99260-0174 (509) 456-3600 FAX: (509) 324-3478 TTaD: (509) 324-316( RIGHT O~' WAY DEPARTMENT suBMIrrEn NEED Deed Easements ~ Legal Description of Easement I Reciprocal Use Agreement I R1D ~ Right of Way Dedication SITE Approach Location Benchmark Elevation at Property Lines / Retaining Walls Grades ( min 1.0% ) Landscape Plan (208 conflict) North Arrow Paving (surface description) Property Lines Road Names R/W Dimensions Scalc Set Aside - Shown on Plans Stamp Traffic Circulation Plan DRAINAGE Backwater Calculations prywell / Inlet / Erosion Protection Details Ditch Calculations Geotechnical 'I"esting Grate Calculations HVAC on Roof PRE-Developed Conditions POST-Developed Conditions Retention/Detention Calcs Roof Construction Swale Cross Section Swale Volume Calculations TR-55 Analysis 10 / 50 / 100 Year Storm ROADS BCR / MCR / ECR E1PVations Benchmark Bond County Stamp Cross Slope ( 2.0 4.5 Curve Data Drainage on Plans Drainage Report Engineers Stamp / Engineers Certification Statement Existing Utilities / Power Poles Gutter Grades ( % 0.5 ]ntersection Equation Mylar North Arrow Owners Signature Pavement Section Quantities / Bond Estimate Road Section Scale I Sight Distance analysis ~ Tapers / Fog Stripe ~ ~ • • raylor Engineermg, IAw~► Civil Design and Land Planning principfils: Perry iW. Ttiylar, P. E. Stanley R. Stirling Mark A. Aronson, f?E. David G Larsen, P.E. July 19, 1996 Associate.s: Scott M. Busc%, P.E. Frcrnk R. Ide, ASLA Chief Financial Officer: Mr. Jeff Forry Echviir G. Wagnild Spokane County Engineers W 1026 Broadway Spokane, WA 99260 RE: Spokane Homebuilder's Association Office Building Dear Jeff, Enclosed are site plans, grading plans, details and storm drainage report for the subject project. If signed review agreements are necessary for you to begin the review process, please contact Al Hasselbacher at 328-3602. For any questions on the building, please contact Jon Sayler at 535-9207. For site or landscaping questions, please contact me at 328-3771. Sincerely, TAYLOR ENGINEERING, INC. , Mark itzer, P. E. Project Engineer cc: Al Hasselbacher, 1 Report & Drawings Jon Sayler, 1 copy of drawings Enclosures: 7 copies - Civil and Landscape Drawings 2 copies - Storm Drainage Report 106 W. Mission Ave. • Spokane, WA 99201-2345 •(509) 328-3371 FAX (509) 328-8224 AWA - 1or Engineermg, Inc. ~ ~ . Civil Design and Land Planning Pr;nc;pals: ' . Perry M. Taylor, P.E. - Staiiley R. Stirling MarkA. Aronsurc, P.E. July 19, 1996 David C. Lnrsen, P.E. Associates: Scoa M. Busch. P.E. Mr. Doug Busko Frank R. Ide, AsLA Spokane County Engineers 1026 West Broadwa Chief Financial OfCcer: }r Edwirt G. Wagnild Spokane, WA 99260 RE: Drainage Report for Spokane Homebuilders Association Office Building Dear poug, Enclosed are the calculations and data for the drainage report for the subject project. Procedures used are as outlined in the "Guidelines for Stormwater Management" as published by the Spokane County Engineers, with revisions as of 4-15-86. The format used is as follows: Project Description ~ Methodology Soils Topographic Data Rainfall Data Proposed Runoff Control Methods of Disposal Peak Flow, Volume and Disposal Calculations a. Hydrology Computations b. Detention/Retention Storage Capacities Remarks Following your review, I would be happy to answer any questions you may have regarding tliis report. S incerely, TAYLOR ENGINEERING, INC. Mark Switzer, P.E. Project Engineer ~ ~ Enclosure MAS/jsg/96-073/drn-tpt.wrd 106 W. Mission Ave. • Spokane, WA 99201-2345 •(509) 328-3371 FAX (509) 328-8224 Ammki*fiff - rayor En ineermg, Inc.. . ~ Civil Design and Land Plarining principals: Perry M. Taylor, P. E. Stanle}, R. Stirlitrg Murk A. Amnsun, P. E. David C. Larsen, P.E. Associates: Scon M. Busch, P.E. Fruitk R. Ide, AS1A Chief Financial Officer: DRAINAGE REPORT Edwin G. Wagnild FOR SPOKAlVE HOMEBUII..DERS ASSOCIATION OFFICE BUILDING S o~ wAS ~ Prepared: July 19, 1996 s 32979 By: Mark A. Switzer, P. E. N~ 7/V91, ~ EXPIRES a `3Q/9C ~ /Zlr TAYLOR ENGINEERING, INC. WEST 106 MISSION AVENUE SPOKANE, WASHINGTON 99201 (509) 328-3371 , . 106 W. Mission Ave. • Spokane, WA 99201-2345 •(509) 328-3371 FAX (509) 328-8224 . - ~ TABLE OF CONTENTS Project Description Page 1 Methodology Page 1 Soils Page 1 Topographic Data Page 1 Rainfall Data Page 1 Methods of Runoff Control Page 2 Methods of Disposal Page 2 Peak Flow, Volume and Disposal Calculations Page 2 a. Hydrology Computations Page 2 b. Detention/Retention Storage Capacities Page 2 Remarks . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Page 3 ~ ATTACHMENTS Vicinity Map ......................................................................Attachment «A" . Soil Map ..........................................................................Attachment «B" Basin Map .........................................................................Attachment «C» Rational Method .................................................................Attachment "D„ Bowstring Method ...............................................................Attachment "E„ ~ Taylor Engineering, Inc. Civil Design and Land Planning 106 W. Mission Ave. • Spokane, WA 99201-2345 •(509) 328-3371 - FAX (509) 328-8224 , Drainage Report . for Spokane Home Builders Association Office Building . Project Description: This project consists of a new 8,200 sf office with employee and customer parking. The site is near the I-90 freeway at the intersection of Fourth and Fancher Road. See Attachment A for location. Methodology: The procedures as outlined in "Guidelines for Stormwater Management (GSM) as . published by Spokane County Engineers were followed. A 10-year return frequency is used since all drainage disposal is for the unmediate area only. Soils: Soils are classified as GvB Garrison gravel as indicated by the Soil Conservation Service's "Soil Survey, Spokane County Washington, 1968. See soils map Attachment B. The Garrison gravels are automatically accepted for drywell use by Spokane County, so an infiltration test was not conducted. Topographic Data: Currently the 0.77 acre site area is entirely covered by sparse field grass. The surface soil shows an abundance of cobbles, which is a reflection of the Garrison gravels below. The site is essentially level. There is a freeway embankment for I-90 on the north side of the property. The toe of this slope is generally about 20 feet north of the property line. This drainage analysis did not consider runoff from this etnbankment, since it is in the WSDOT Highway R.O.W. This area is within the Aquifer Sensitive Area. A site plan of the project showing the drainage basins is included as Attachment C. Rainfall Data: Data used is derived from Figure 2, page 6-3 of the Spokane County GSM. A 10 year return frequency is used. Ta~ylor Engineering, Inc. Drainage Report for SHBA Office Buil ~ il Page 1 Desigi and Land Planning 106 W. Mission Ave. • Spokane, WA 99201-2345 •(509) 328-3371 FAX (509) 328-8224 Method of Runoff Control: The runoff generated by the new pavement, sidewalks, roofs and landscaped areas will ~ sheet flow to grassed percolation areas (208 swales) except for the south one half of the roof area whicll will be collected in gutter, downspouts and roof leaders and piped directly to a Type A drywell. The roof will be steel sheeting. Runoff from the north Iialf will sheet tlow to the swale in I3asin l. The 208 swales are sized to conlaitl the first lh inch of runoff using a 6-inch maximum depth. Method of Disposal: Excess water not infiltrated by the swales will overflow into the drywells withi.n the swale areas, where it will be infiltrated into the gravelly soils. Spokane County accepts design infiltration rates of 0.3 cfs for Type A drywells. For runoff flowing to swales, these rates in conjunction with the Bowstring Method of detention basin design were used to determiile tlle size and number of drywells required. The drywell receiving runoff directly from the roofs was sized to handle the peak flow as determined by the Rational Method. Since this does not take into account any storage this should be conservative. This should compensate for some reduction in overall capacity due to the possible siltation of ttle drywells. - Peak Flow, Volume and Disposal Calculations: Time of concentration is assumed to be less than 5 minutes (worst case). A. Hydrology Calculations As this drainage basin is less than ten acres in size, the Rational Method was used to calculate the runoff, per tlie GSM. The calculation of the weighted runoff coefficients and peak runoff for each basin is included as Attachment D. B. Detention and Storage Capacity . As mentioned above, the swales are sized to contain the first 1/2 inch of runoff at a maximum 6 incll depth. The volume thus generated was checked against the volume required by the Bowstring Method for a 10-year storm with the largest volume beulg used for the swales. The results are summarized below. The Bowstring calculations are included as Attachment E. T 1or Engineering, Inc. Drainage Report for SHBA Office Buil i Pa 2 . ~vil Design and Land Planning ge 106 W. Mission Ave. • Spokane, WA 99201-2345 •(509) 328-3371 FAX (509) 328-8224 208 Voiume Bowstring Volume Volume - Basi-n Recrui.red Reauired Provided 1 416 cf 271 cf 572 cf 2 302 ef 109 ef 404 cf As ineritiar7cd above Basins 3 is rovf runoFf only and is routed tiirectly to dryufell sized to handle the peak flnw af 10-year storm by the Ratiarral Methad. Flaw from Basin 3 is: Q =.9D x3.18 inlhr x.047 acre =.135 cfs This is disposed in ane Type A with a tvtal infiltrativn capacity of 0.3 cfs. Remarks: As the table above indicates , this system rneets- the reyuirernents as outlined in the `t Guidelines for Stormwater Managernent " and shouid provide acceptable stormwater control and disposal fo,r tkte new Spokane Homebuilders Association Office Building. , - 'I" Eng'n$ering, I1C. Drainage Regort for SUBA Office ]RUrl i Fage 3 %U Design and Land Plannung 106 W. 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RATIONAL METHOD W. 106- Mission Ave. 10 YEAR RETURN FREQUENCY Spokane, WA. 99201 PROJECT: SPOKANE HOMEBUILDER'S ASSOCIATION ~ OFFICE BUILDING Date: 19-Ju1-96 BASIN: 1 Designed: M.A.S. . . . - . • • •z,:...::. ; - r:: ~ rr: : ~ : - - - . . . . . - - . • ..t.;... }~ri•:~,::>...ii . r:. . • . . ....~:.o-:~::•::•:;::;~: •-:::.:.:::,?Y:::..... . . : . • .ti::..;. ..y~„ :j:~:;;~.:: . - . . . . . ~ . . . • ~ : . . . : • • . : ~s.. . . . : ; : • - r. ~ . . . . - . - : . ::~3 . . . . . - . . . . . . . . . . .............~z . . : . < ..11.: . ~ ~ . - ~ . ~ . : •fl.'y.~~.' l} :.'J:.'}: ~:•f:._x:'. . :':~Y:P£::aF`:~S13~`tF~£E:::~.~::::::::~:..,;•:;.:;:;;::•:;.::.. E:::: - Rt,Ft~E?FF~~O~E . r..{..,. . - . - - . . . . . . . . . . . ,...f - . .l _ - _ . ..x. .x 3 ROADS & ASPHALT-208 REQD 7,610.00 0.90 6,849.00 ROOF & SIDEWALKS-208 NOT REQD 2,374.00 0.90 2,136.60 RESIDENTIAL 0.00 LANDSCAPE AREAS 13,316.00 0.25 3,329.00 TOTALS 23,300.00 12,314.60 ~ TOTAL AREA (AC): 0.53 DEVELOPED "C" = 0.53 TIME OF CONCENTRATION (MIN. LESS THAN 5 MIN. RAINFALL INTENSITY (IN/HR):(i) 3.18 MAXIMUM RUNOFF RATE(CFS) (Q = CiA) OVERALL: 0.90 C.F.S. ROADS ONLY: 0.50 C.F.S. SWALE VOLUME REQUIRED: ^:;r~::~~: ~ <:r{;:~:>: , . . . . . . . . . . . : t~ (i mPervious area x 1/2 E:::FE~E~T<~~ . .:;•::•:::i~ z:•. •.:ti•::<:.:<•:~:•::~.;z.. ...:.::::::ir}~T:~yv'.::.r•:v:::.... ' " : . : : r::.:... ::•:>r........ r~.~:: , . . 832 Square feet @ 6" depth 621 Square feet @ 8" depth iw': • :;':::`::^rr;:Yr:• ;:r::::::c~:>-r:r•- ::.;•:rr.;:::,;;~•.: ::.:..:..r::.. ::.:::......:::v;,,,ti_;:;.,... : •.:::rr:»:~: ~ SWALE VOLUME PROVIDED: s~ro~AG~:~ . . . . . . . r . . . . . . . . . . . : : : . : : : : . : : : : : : . . . . . . . :.Y~. . . . . . . . . . . . ~ 760 Square feet @ 6" depth . Square feet @ 8" depth 512 Perimeter of 6" deep swale Perimeter of 8" deep swale ATTACRIENT-D Taylor Engineering, Inc. BOWSTRING METHOD W. 106 Mission Ave. DETENTION BASIN DESIGN ~ Spokane, WA. 99201 PROJECT: SPOKANE HOMEBUILDER'S ASSOCIATION Date: 19-Ju1-96 BASIN : 1 Prepared by M.A.S. Time Increment (min.) ~ 5.00 Time of Concentration (min.) ~ 5.00 Outflow (cfs) ~ 0.30 Qi`ywie .....,.:.r. , Design year flow (yr.) + 10 Area (acres) ~ 0.53 . ~ Developed "C" factor ~ 0.53 . . ~ . . : . . ~ •t?'t;%:~ ~:::~i: ~rr.:•:o-:< : .::::r.:}:. . ~Y~ r': . 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V..~4 . . . . . .:..~....:...:~..r...... ~ # .t . . . t . . . . .r...... . 5 300 3.18 0.90 361 90 271 10 600 2.24 0.63 ~ 445 180 265 15 900 1.77 0.50 501 270 231 20 1200 1.45 0.41 534 360 174 25 1500 1.21 0.34 548 450 98 30 1800 1.04 0.29 559 540 19 35 2100 0.91 0.26 566 630 -64 40 2400 0.82 0.23 580 720 -140 45 2700 , 0.74 0.21 586 810 -224 50 3000 0.68 0.19 596 900 -304 55 3300 0.64 0.18 616 990 -374 60 3600 0.61 0.17 638 1080 -442 i 65 3900 0.60 0.17 679 1170 -491 70 4200 0.58 0.16 705 1260 -555 75 4500 0.56 0.16 729 1350 -621 ~ 80 4800 0.53 0.15 734 1440 -706 ~ 85 5100 0.52 0.15 765 1530 -765 90 5400 0.50 0.14 778 1620 -842 95 5700 0.49 0.14 804 1710 -906 100 6000 0.48 0.14 828 1800 -972 •i: - . ~ : r : . . : : r: r{: • ~"{i}: : :S<{ti. ~ : . . . . . ...:~.titii.. ~:r: ~ :•.{v-:.:::.: w: v - • ~ c ~eu~~c~~r~: ....~::'<:'<t::t<~:t2t~:.. . . . t;tt•:~~: "V" in = 0.34 ' Q dev. " t) for t < Tc ~ - - "V" in = (Q dev. * t + .34 * Q dev. " Tc) for t > Tc Taylor Engineering, Inc. - RATIONAL METHOD ~ W. 106 Mission Ave. ~ 10 YEAR RETURN FREQUENCY ~ _ Spokane, WA. 99201 PROJECT: SPOKANE HOMEBUILDER'S ASSOCIATION OFFICE BUILDING Date: 19-Ju1-96 BASIN: 2 Designed: M.A.S. . , . :::.::.::.:.......::~.~r.:~.~::.:::....:.....- - : . . . . . ~ - : . -..::,.r. :..ti:.:.:~:.~:.::~::<:<:-::. ~ . . . ,...t,..~.:..... . t.. ......~::::.::~.~..:zL:.::.... . . ? • : 3 ' 4 • ...,.:.:~::.,•.tit~::.... •.f. ~ - . • : . . ~ . . . ..........5:......,,..... . .....::.::.:,:;.;•o-.;.;::;,.... . .~~~~.15M14~.~•....::c::.. . ....::.v:::•::.::1~.1~.:~:.... ~ : ................~r.~... ~ . ~ . . . . ~ . ..._'...L1Y.•• ..............:.:..ti•:.. . : . : . . . ~i'i ~ i i . ~ • . . :lti'.••'.'.•.'.•. . TYPE..aF sU .;.SQI#Q~2E F:-.O(~rtJ~G~.:: . ~~~EF~: :X:~~ . . . . . . . . . - . . _ . . _ . • ~ • - ROADS & ASPHALT-208 REQD 6,426.80 0.90 5,784.12 ROOF & SIDEWALKS-208 NOT REQD 810.00 0.90 729.00 RESIDENTIAL 0.00 LANDSCAPE AREAS 1,032.00 0.25 - 258.00 TOTALS 8,268.80 6,771.12 . TOTAL AREA (AC): 0.19 DEVELOPED "C" = 0.82 ~ TIME OF CONCENTRATION (MIN. LESS THAN 5 MIN. RAINFALL INTENSITY (IN/HR):(i) 3.18 . MAXIMUM RUNOFF RATE(CFS) (Q = CiA) OVERALL: 0.49 C.F.S. ROADS ONLY: 0.42 C.F.S. SWALE VOLUME REQUIRED: . . . . v . . . ~ ~ ~ P ) . ~ im ervious area x 1/2 02=~GU6EE::~~~T;:=~: . . . . . . . • . . ~ . ........................:ric>:>~5 . ,..::..:•:•::::::::>:>:»s::.~ . 603 Square feet @ 6" depth 450 Square feet @ 8" depth ..:::::::r•:;.>::.::.:::... . . . ~ OLUME PROVI DED: SWALE V ~ET . . . • . • ....:;;•:.t~•: •:L. 672 Square feet. 6." depth _ . Square feet @ 8" depth 182 Perimeter of 6" deep swale ~ Perimeter of 8" deep swale E Taylor Engineering, Inc. BOWSTRING METHOD ~ W. 106 Mission Ave. DETENTION BASIN DESIGN ' Spokane, WA. 99201 PRO.IECT: SPOKANE HOMEBUILDER'S ASSOCIATION Date: 19-Ju1-96 BASIN : 2 Prepared by M.A.S. Time Increment (min.) ~ 5.00 Time of Concentration (min.) ~ 5.00 Outflow (cfs) ~ 0.30 ;Q~;tti:':.D : . . : Design year flow (yr.) ~ 10 Area (acres) ~ 0.19 Developed "C" factor ~ 0.82 . ;:.:<:::x~:::.:: . . . . . . . . . . . „ . •.:•:~.:~'.:•i. • . .4.:.... . . ;;,:•::•::•:rn:::~:.::~••::::•::.: ~::ti?~.'•...:,.iti:'~' •i : ' 1~~.~~.. . } : i i . . ~ `...L . . : : : I:.. . . . :til{'.11111'.l•.'.4M1•.:Y:.:.•. ~ - .t... . ..W.W •!::l. . ~t~~... ~ .i~'.'.•~'.'~~•~"~:~:...~.:...'~• y:{. ~.1{. ~r.... . .............~i~: ..:i .....v . {~J~ti` ~Z: f~ ~ :•~'}:il~i~.'}.~'..'r.' i:.: '.:..}l.. •:.~~••••~t:' } . . . ._::.......:.:.:.::..,..~`'~~~x..... :.>.:.r.. ~t~r.......... ..:::.::;.:..,.r.:.:...:-.:~ ~ . r......::. . . . . ~iut.::: . . ::v; ~ ~ . . _ : • : . . : : : : : }x.::.::.:.. 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' : ~.:ti}.:_..; . . v. vr.~ _ C _ • :.:v , . . . . :.C4: ...v .~:.;~{r.. • _ti. r. . :•.ti•.:: ~S??}:: : . x. , . {T~:•:•} N v • ~7'li~ ' .r~i\ ,y;:'t:~'• -t17 . t1'1 itl':. :i:.. .G~~..~:5: s C ll:~:~: i~ . . . : : . : ~ • ~.;f2 ~ f.:~....... ti.... ......~::.:.:::..:v.~ . • , . . . • ~ . : : ;~o-:t ~ : t~•.{?.:.•:•::•:: . . . r. . : x•r:.. - - ; ; •:~::Y . . • - . . ; ~ ~ ~ . . .:;.,:•??::::<t::t~:: . • R . • ~ ~ ' : ~ . . , x.. ~.,,.v.. . ..j .........{ti~..~ . - - ~ . 5 300 3.18 0.49 199 90 109 10 600 2.24 0.35 244 180 64 15 900 1.77 0.28 276 270 6 20 1200 1.45 0.23 293 360 -67 25 1500 1.21 0.19 301 450 -149 30 1800 1.04 0.16 307 540 -233 35 2100 0.91 0.14 311 630 -319 40 2400 0.82 0.13 319 720 -401 45 2700 0.74 0.12 322 810 -488 50 3000 0.68 0.11 328 900 -572 55 3300 0.64 0.10 338 990 -652 60 3600 0.61 0.09 351 1080 -729 65 3900 0.60 0.09 373 1170 -797 70 4200 0.58 0.09 388 1260 -872 75 4500 0.56 0.09 401 1350 -949 80 4800 0.53 0.08 404 1440 -1036 85 5100 0.52 0.08 420 1530 -1110 ~ 90 5400 0.50 0.08 428 1620 -1192 95 5700 0.49 0.08 442 1710 -1268 100 6000 0.48 0.07 455 1800 -1345 y,y V.`.L4:::.•. :.Y:.Y.:..~ ~ . ::::.:::...t.1:•.~1~~'.~•.' lG i{ .114}~:{•:.:. .~.\:::'::~•1:•::: ~.~:ti:~~~~~ ..:}L~~.:~.ti.:".~::".'.:•:.l : ....4.0~•:`~:•~ flJ~1.C: FEE.T":~? ~.~~I QFtk•.;:.:.~..'.:;~L : . . . ~ . ~ • ':.:::.11~.1'l..Y.ti".L ~ . . . ~ • • . • ~ J: f. "V" in =(1.34 Q dev. * t) for t< Tc - ~ "V"in=(Qdev.*t+.34*Qdev.*Tc) fort>Tc . ~ = w Taylor Engineermg, Inc. v Civil Design and Land Plarlnitlg Pr;nc;pa,s: ' • Perry M. Taylor, P E. Stanley R. Stirlittg Mark A. Aronson, P. F. July 19, 1996 . Davia c. LarSe►z, P.E. Associaces: - Scon M. Bccscli, P. E. Mr. Doug Busko Frank R. Ide, asc.a Spokane County Engineers . 1026 West Broadwa Chief Finaneial Officer: y Ed►vin G. Wagiiild Spokane, WA 99260 RE: Drainage Report for Spokane Homebuilders Association Office Building Dear poug, Enclosed are the calculations and data for the drai.nage report for the subject project. Procedures used are as outlined in the "Guidelines for Stormwater Management" as published by the Spokane County Engineers, with revisions as of 4-15-86. The format used is as follows: - Project Description Methodology Soils Topographic Data Rainfall Data Proposed Runoff Control Methods of Disposal Peak Flow, Volume and Disposal Calculations a. Hydrology Computations b. Detention/Retention Storage Capacities Remarks . Following your review, I would be happy to answer any questions you may have regarding this report. Sincerely, OFFfCIAL P1181lC {?pCt}mE,;dT SPOKANE COUDJTY ENCINEEi :'S OFFIGE TAYLOR ENGINEERING, INC. [ -1 v 4 7 sl~: : ~ CT # ~ ~ TTA1 # ~ z 04 ~ Mark Switzer, P. E. A~M TO C~tJNTY~trvu=,~r~r"ctf, Project Engineer , Enclosure MAS/jsg/96-073/drn-rpt.wrd 106 W. Mission Ave. • Spokane, WA 99201-2345 •(509) 328-3371 FAX (509) 328-8224 Taylor Engineermg, Inc. Civil Design and Land Plxnning principals: Awl ~ Perry M. Tuylo'r, P.E. Stanley R. Stirling Mark A. Aronson, P. E. David C. Larsen, P.E. Associates: Scon M. Bctsch, P. E. Frunk R. /de, ASLA Chief N inancial Officer: DRA 1I~1AGE REPORT Ed►vin G. Wugnild FOR SPOK:ANE HOMEBUIELDERS ASSOCIATION OFFICE BUILDING ~ s wASN 32979 Prepared: July 191 1996 ~s~ By: Mark A. Switzer, P. E. 7110 6 ~ EXPIRES a o c ~ TAYLOR ENGINEERING, INC. . WEST 106 MISSION AVENUE SPOKANE, WASHINGTON 99201 , (509) 328-3371 106 W. Mission Ave. • Spokane, WA 99201-2345 •(509) 328-3371 FAX (509) 328-8224 TABLE OF CONTENTS Project Description Page 1 ~ Metllodology Page 1 S oils Page 1 Topographic Data Page 1 Rainfall Data Page 1 Methods of Runoff Control Page 2 Methods of Disposal Page 2 Peak Flow, Volume ai-id Disposal Calculations Page 2 a. Hydrology Computations Page 2 b. Detention/Retention Storage Capacities Page 2 ~ Remarks . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Page 3 ~ ATTACHMENTS Vicinity Map . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Attachment «A" Soil Map . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Attachment «B» Basi11 Map . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Attachment «C„ Rational Method . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Attachment "D„ Bowstring Method . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Attachment "E„ ~ Taylor Engineering, Inc. Civil Design and Land Planning 106 W. Mission Ave. • Spokane, WA 99201-2345 •(509) 328-3371 , FAX (509) 328-8224 Drainage Report for Spokane Home Builders Association . Office Building . Project Description: This project consists of a new 8,200 sf otfice with employee and customer parking. The site is near the I-90 freeway at the intersection of Fourttl and Fancher Road. See Attachment A for location. Methodology: Tl1e procedures as outlined in "Guidelines for Stormwater Management (GSM) as published by Spokane County Engineers were followed. A 10-year return frequency is used since all drainage disposal is for the immediate area only. Soils: : Soils are classified as GnB Garrison gravel as indicated by the Soil Conservation Service's "Soil Survey, Spokane County Washington, 1968. See soils map Attachment B. The Garrison gravels are automatically accepted for drywell use by Spokane County, so arl infiltration test was not conducted. , Topographic Data: Currently the 0.77 acre site area is entirely covered by sparse field grass. The surface soil shows an abundance of cobbles, which is a reflection of the Garrison gravels below. The site is essentially level. There is a freeway embankment for I-90 on the north side of the property. The toe of this slope is generally about 20 feet north of the property line. This drainage analysis did not consider runoff from tllis embankment, siuce it is in the WSDOT Highway R.O. W. This area is within the Aquifer Sensitive Area. A site plan of the project showing the draulage basins is included as Attacbment C. Rainfall Data: Data used is derived from Figure 2, page 6-3 of the Spokane County GSM. A 10 year return frequency is used. Draina e Re ort for SHBA Office Buil y lor Engineeringt ~C. . gP Sil Design and Land Planning Page 1 106 W. Mission Ave. • Spokane, WA 99201-2345 •(509) 328-3371 FAX (509) 328-8224 - Method of Runoff Control: The runoff generated by the new pavemeut, sidewalks, roofs and landscaped areas will sheet flow to grassed percolation areas (208 swales) except for t11e south one half of the roof area which will be collected in gutter, downspouts and roof leaders and piped directly tv a Type A drywell. The roof will be steel sheeting. Runoff from the north half wiU sheet t7ow to the swale in 13asin 1. The 208 swales are sized to contain the first '/z iilch of runoff using a 6-inch maximum depth. . Nlethod of Disposal: Excess water not infiltrated by the swales will overflow into the drywells within the swale areas, where it will be infiltrated into the gravelly soils. Spokane County accepts design infiltration rates of 0.3 cfs for Type A drywells. For ruvoff flowing to swales, these rates in conjunction with the Bowstring Method of detention basin design were used to determine the size and number of drywells required. The drywell receiving runoff directly frocn the roofs was sized to handle the peak flow as determined by the Rational Method. Since this does not take into account any storage this should be conservative. This should compensate for some reduction in overall capacity due to the possible siltation of the drywells. , Peak FloNv, Volume and Disposal Calculations: Time of concentration is assumed to be less than 5 minutes (worst case). A. Hydrology Calculations As this drainage basin is less than ten acres in size, t11e Rational Method was used to calculate the runoff, per the GSM. The calculation of the weighted runoff coefficients and peak runoff for each basin is included as Attachment D. B. Detention and Storage Capacity As mentioned above, the swales are sized to contain the first 1/2 inch of runoff at a maximum 6 inch depth. The volume thus generated was checked against the volume required by the Bowstring Method for a 10-year storm with the largest volume being used for the swales. The results are summarized below. The Bowstring calculations are included as Attachinent E. Draina e Re ort for SHBA Office yail , lor Engi.neering, ~C. pa 2 g ~ C~~ Desi~ and Land Planning ge 106 W. Mission Ave. • Spokane, WA 99201-2345 •(509) 328-3371 FAX (509) 328-8224 208 Volume Bowstring Volume Volume . Basin Required Required Provided 1 416 cf 271 cf 572 cf 2 302 cf 109 cf 404 cf As mentioned above Basins 3 is raof runoff only aiid is routed directly to drywell sized to handle the peak flow of 10-year storm by the Rational Method. Flow from Basin 3 is: Q=.90 x 3.18 in/hr x.047 acre =.135 cfs This is disposed in one Type A with a total infiltration capacity of 0.3 cfs. Remarks: As the table above indicates, this system meets the requirements as outlined in the "Guidelines for Stormwater Management" and sllould provide acceptable stormwater control and disposal for the new Spokane Homebuilders Association Office Building. Draina e Re ort for SHBA Office Tffili, l or Eng`~~`~, ~C• pa e 3 g p il Design and Land Planning g 106 W. Mission Ave. • Spokane, WA 99201-2345 9 (509) 328-3371 FAX (509) 328-8224 jTY T iLIBERTY L,ERTYE ~Cv~• /,Y, IAff.! .Z' E OALTON Y lem I p,~ ~ ~~toN~ ~ a~ EVCUD . . ~ E CL E I 'r'='. ~s~~,10 ~ FREDERiCK zfA IE UpriwOm < i W OCQ I Q+ I jz, ty1.' ¢ = Cl EL NO ~J► dl I FAIRV¢IEW Q x GR E = W Q►-IGRACE 9 °C FAI t`u BUCKEYE ~ c' i IBUCKEY ~ , ¢ W ¢ MA ETT x W w ~ ARIET7 JAC SO > j I a z E~S, x upp\VEA DRIVE s~ CA ISIE Q. ~ . L x OQ'~,• ~'..l~r'• ~ 5~ .ri ¢ ~ 5G r m . _ ~ ~,.r- ptP W CARUSLc _ r ,•'a MO GO ER i MONTG04EU-L ; ~ I•<v 6^ W u - . . I MONTGOMEi {i1V~ j H "'r • i ERMINA Q 10 MA:/SFIELD AVE u~kS11E10 c~2j r M SH, LL UT►Ea , A 12 T . VQ~ P" .~7 O 2 AV KNOX I AVc ~ w a r ¢ 3j aP GPE ER INA ' - - - PR y N~ o ¢ < cc ~ um~ 15fiANN6N 8A OWI TM ¢I ` o m IN AN. _ W W INDI NA Spoka ie ~ BAIDWIO ~ 290 ~y z ¢ _ ~ kp Community ' N A a x COlle e N ~ Y r W~ aucus ~roRa ~ C1 J J ~ c¢o -W+ N 4 ci C~" MISS ON ¢ MISSIO Seth Wooeard ~ Cl//EF G.1RRY SI~TO G~ 4'I ~I ~I MISSION Elemcntary ■ 511170 P.1R1C MAXV y, SM SH..RP I = > o BO NE BOONE NTO Q J SIN70'' •J. + BO NE ~ ui RS~N SHARP AYE 3: o w ov~ u a •N\5~O .'w > SHARP a HARP, ~I W ~ ~ l c ESME BOONEI u±I I Ba0 E • o m o B6~5flE' c~ ~ ~n DE MET ¢ DESMEI ~I ~7C a OESNET ¢ ¢1 ' ICAT I LU Q CATAL00 1~ a ,.I I w -a DESMET ¢ o CATALOA tu U w °C > ~.110 I4 ~ a MAllO i Q y DEAN 0 ' ~P Q ? Y p'~ ~s # BROADWAY ~ ~ AVE ~ v a I MauoN~ 13 J J CC m; I ~ a o ~ SPHINGFIElO, ~ f o ~a % ~i o • ~ i Intorstate SPRI6GF1E(0 y~ ~I ALKI w ' FAIRGROUP D P ` = r fairgrounds qLxI ~1 a OUVE N ° v ! 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RATIONAL METHOD ~ W. 106 Mission Ave. 10 YEAR RETURN FREQUENCY Spokane, WA. 99201 PROJECT: SPOKANE HOMEBUILDER'S ASSOCIATION OFFICE BUILDING . Date: 19-Ju1-96 BASIN: 1 Designed: M.A.S. . . . •...1Y.1•: ::~w::'::::.~::•: ~ . • • 1 . .....1 Y:tiJ:.'...... . ~ . • . ~ ~ 'i'f. F.' ~ .......:.5•i~:1:•:.:• . •.~:.i........... . V:.L.... • .~~r~~.... : ~ . ti.~...~. .....~..t .......Y:~':.::titi'.•:.. J . .~:•~i'i:'.J .ti:•.titi:..4~ '.._.......:•:::ifii.....~ ~ . ~ . ~ . . ~ ~ ~ ~ . . f . ..::.:Y. 'J.1'.:::•: L • {{{•..•.ti•:.: _ 3 yy ~ ....i~i"::: • . r... ~ ~ T. ? . . . . . .Y ' ':.:"..::':~':'i:. i..:. ~ . ~ L• .t~ . ~~'••1M1}': ' , .._..:::•«~o-,r:~•x;~• ~:•:3;;s...;~... , ...~:•::,~~r.~:: • ,i:. • ~ •<<x~::.;;; r..... : , . . • . . xu•: • . . - . ~ . - . ~~~~~i? ~i ~ . . . . . ' :t : ~ '~•.'Ji ~ ~ : ~ . ~ . •.11ti•. TYPf :l7F::Sl#R~:'tLG~;::::..:;:;::.~.;;:;;~:::::•:~. . •'•~~~;SQ~aRE•F4C~1'A~E=:~: ~ f2U~IK0'~'F~`::4~'~~~F":;`:; ` . . . ..........r. . . . . . . . . , . 2~x>~ - . . . . . - . . . r:: ROADS 8 ASPHALT-208 REQD 7,610.00 0.90 6,849.00 ROOF & SIDEWALKS-208 NOT REQD 2,374.00 0.90 2,136.60 RESIDENTIAL 0.00 LANDSCAPE AREAS 13,316.00 0.25 3,329.00 TOTALS 23,300.001 I 12, 314.60 TOTAL AREA (AC): 0.53 DEVELOPED "C" = 0.53 TIME OF CONCENTRATION (MIN. LESS THAN 5 MIN. RAINFALL INTENSITY (IN/HR):(i) 3.18 MAXIMUM RUNOFF RATE(CFS) (Q = CiA) OVERALL: 0.90 C.F.S. ROADS ONLY: 0.50 C.F.S. SWALE VOLUME REQUIRED: ~ . . . . ~i mpervious area x 1/2n ~r~~::::: • . . r..w.... . . . . . ; - • . . • - - . , >r . _ ...`•:x...:............ ~ ~832 Square feet ~ 6" depth 621 Square feet @ 8" depth : --.:ri...~.n..:.~:..:..::: r.~~.::..... . . . SWALE VOLUME PROVIDED: - . . . . 760 Square feet @ 6" depth . Square feet @ 8" depth 512 Perimeter of 6" deep swale Perimeter of 8" deep swale ATTACFDIM D - - Taylor Engineering, Inc. BOWSTRING METHOD ~ W. 106 Mission Ave. DETENTION BASIN DESIGN ~ Spokane, WA. 99201 PROJECT: SPOKANE HOMEBUILDER'S ASSOCIATION Date: 19-Ju1-96 BASIN : 1 Prepared by M.A.S. Time Increment (min.) ~ 5.00 Time of Concentration (min.) ~ 5.00 . . : Outflow (cfs) ~ 0.30 Design year flow (yr.) ~ 10 Area (acres) ~ 0.53 Developed "C" factor ~ 0.53 ~ . . ~ . . - - - - - . . . ~ . . . , r. ~ - . . . . . . - r.....,. ..t......::.- ~ . . :'t'~ , e:..... . - ~ . . . ~ . ~ . m nc~:: . . . ~ . 0e . . . . - v - . . . ~ > ~ } , ( ~ . _ . . ....r~: , . . . . ,t . m 1 1 . ft1l11c 4..... ~'~:`.Ylf E...:......' :_::i... f:.::~ • .V.:V: • :v:::•• ti•:.:'. • ~1 u\.111.! C~~ •~14• . y.... :ti`:. ' ~ • '.....::.1..........1: . . . - ' : ~ . : . C~ •r.:.:.I . . ~ ~ • . .~•r.~.:::; . ~ • . r r~ .x......... . . :.....;r...:: ~•3~? 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"V" in =(1.34 * Q dev. * t) for t< Tc "V" in =(Q dev. * t+.34 * Q dev. * Tc) for t> Tc I Taylor Engineering, Inc. RATIONAL METHOD ' W. 106 Mission Ave. ' 10 YEAR RETURN FREQUENCY Spokane, WA. 99201 ~ PRO.IECT: SPOKANE HOMEBUILDER'S ASSOCIATION OFFICE BUILDING Date: 19-Ju1-96 BASIN: 2 Designed: M.A.S. . :rr:::::r..:.: : : : . . _.......,•.>::::.ti, . • - • - . :•r X r:: -•.::~:.::.:.~:.tix{.; ...'v'v'C~ . . r.::.:i:. . . • v.} n:::}i:~:•i: ""..........:~::.r ti . . :v: : ......r. ' ' : : : : • • v: : : : : : : Y.•: . . . . • • - - ......~G..... ' . " v~ • - . :?i ..........r.......... . . . . . ~ : . t4 . . . . . . ..,:::::,•:t:.:<t~~::'~'::~:::::::::<:~>; .:.:r.~~.:~•:.:~.:~:: • - - : •x • . . - - ~ r.... K::::::<.; . ....:.~.:~:.~•::.x~~::.... ...:::::.tit•.~::... . ::r~ : . : . , • , : _ ~ ;:ti<:~~~::: : TY.p~.a~::-St3RF,-AC~:.:.;:. ~~~:~~x :~1:,~~.:.:..... " . . . . . . . . . • ' , . . ..tif...... . • . ~ . . . . :~ii ROADS 8 ASPHALT-208 REQD 6,426.80 0.90 5,784.12 ROOF 8 SIDEWALKS-208 NOT REQD 810.00 0.90 729.00 RESIDENTIAL 0.00 LANDSCAPE AREAS 1,032.00 0.25 258.00 TOTALS ' 8,268.80 6,771.12 TOTAL AREA (AC): 0.19 DEVELOPED "C" = 0.82 • TIME OF CONCENTRATION (MIN. LESS THAN 5 MIN. RAINFALL INTENSITY (IN/HR):(i) 3.18 MAXIMUM RUNOFF RATE(CFS) (Q = CiA) OVERALL: 0.49 C.F.S. ROADS ONLY: 0.42 C.F.S. SWALE VOLUME REQUIRED: . . , . . . ........r (i. . : : : : : : : : . . :-x:~ v : mPervious area x 1/2„) .:302::CE~. .1~:t C~F~~~:::::.:. ~ : : : - . ::...:,,.,r.f~....::•::•::>::•:: =:......::r; ::;:.:.;,~:.~.n~~:»:: : . : ;:.~f::~~::::•::•::•:~`:::::> 603 Square feet @ 6" depth ~ 450 Square feet @ 8" depth . . . SWALE VOLUME PROVIDED: ~U~;>C:GE~:=::`~::~~;::~:;~::~:~ . ~ ~ . ::}<.:x::::;~.~ .::.~r:.. ~ :.:.:~r~ . . ~ 672 Square feet @ 6" depth Square feet @ 8" depth 182 Perimeter of 6" deep swale Perimeter of 8" deep swale - A E ~ ~ PERMIT DOCUMENT TRANSMITTAL Spokane County Division of Buildings - 1026 W 6roadway Ave. Spokane, WA. 99260 Project Address: Project „6-3 ;~,3 Business Name: CO NTACT: Phone: Mailing Address: COORDINATOR: x",~,,~ Phone: DOCUMENTS CIRCULATED Fire Description Bulldinfl Zoniny Englneers Health 0istil1 lltllities SCAPCA ~ . . y Received By Date of Transmittal: . . Circulated by: , S'~P Q 9 1396 SPOKAtit LNCINEFR , , ` - - ~ - - ~ - _ y - ~ BLDG. PERMIT # - or - FILE # ~ ~ /D 9s Date to Review im # Datz Received ProJ'ect Name No. Lots No. Acres SITE ADDRES S PARCEL Sponsor's Name Phone # ~ - Address 2 _J Work # c.. . 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C ..~...:f.Y:::.:•!'.... - • ~ . - - . - - - . . . . . - - . . . . . . _ . . . - ~ . . . . . . . . . . - - - - - . :.~.1•.V::.:ii:~{:•:5}. Y{J.}~.~..~`:::'f.`.: . . . . . . . . . . ~ ~ . • " " ' - " • . - r' : . • ' . ' - - - . . ~ ~ ~ TYPE OF CONFERENCE /Pre-Application Pre-Construction Other• DATE: . , TIME: 1 ~ • ~ DOCUMENTS CIRCULATED DATED REVISED . . . , APPLICATION ' SITE-P -~LAN DRAINAGE PLAN LANDSCAPE PLAN Other: Other: ADDITIONAL INFQRMATION CIRCULATED TO CIRCULATED BY: DATE: SCAPCA-M. Caine Utilities ~ Engineering Fre District # Health District Liberty Lake Sewer Questions? Contact Je Forry or: Planning Other. ~ Spokane County ~ DIVISION OF BUILDINGS West 1303 Broadway Spokane, WA 99260 (509) 456-3675 (office) or (509) 456-4703 (fax) S ~ O K A N E ~C O U N T X DEPARTMENT OF BUILDINGS • A DNISION OF THE f UBLIC WORKS DEPARTMENT JAViES L MANSON, C.B.O., DiREC70R I7ENNIS M. SCOTT, P.E., DIRECTOR TO: Jim Leget, Division of Utilities Jun Mascardo, Division of Buildings Eric Olson, Fire District No. 1 Tom Postlewait, Division of Buildings Bob Turner, Division of Engineering & Roads Tom Veljic, Planning Department Daryl Way, Health District FROM: Carol Bradburn, Secretaryob Division of Buildings DATE: November 6, 1991 RE: Amendment to October 28, 1991 Pre-Application Conference Minutes East 5813 - 4th Avenue - Office/Warehouse With regards to the above referenced minutes, Tom Veljic, Planning Department requested the following changes be made: I. Planning Department (456-2205) A. Discussion Requirements 4. The zone change requires a fW six foot high site obscurine fence would be required along the arterial (4th Avenue). Please add these comments to the above referenced minutes. Should you have any questions or need additional information, please feel free to contact me. ckb cc: Mr. Gary Bernardo, Architect Mr. David Black Ms. Mabel Caine, Air Pollution Control Authority Mr. Dennis Scott, Public Works Director ~ , N4V 0 8 1991 ~ . CODE ENFORCEMENT DIVISION WEST 1303 BROADWAY • SPOKANE, WASHINGTON 99260-0550 ~(509) 456-3675 FAX (509) 456-4703 . ~ S P O K A N E . ~~C o u rr 'r ~r DEPARTMENT OF BUILDWGS • A DIVISION OF THE PUBLIC WORKS DEPARTMENT JAMES L. MANSON, GB.O., DIRECTOR DENMS M. 5COTT, P.E., DIRECTOR ~ f.Y~-.r : - I 4 n Y ^ v~ 'r fqoV o ~ 1 ~ 9 1 TO: Jim Leget, Division of Utilities Jun Mascardo, Division of Buildings Eric Olson, Fire District No. 1 Tom Postlewait, Division of Buildings ./Bob Turner, Division of Engineering & Roads Tom Veljic, Planning Department \)-`Tbm ` Daryl Way, Health Distnct FROM: Davis, Code Compliance Coordinator Division of Buildings DATE: October 31, 1991 RE: October 28, 1991 Pre-Application Conference East 5813 - 4th Avenue Enclosed is your copy of the minutes to the referenced meeting. Should you have any questions or need additional information, please feel free to contact me. TLD : ckb cc: Mr. Gary Bernardo, Architect Mr. Davad Black, James S. Black & Co. Ms. Mabel Caine, Air Pollution Mr. Dennis Scott, Public Works Department CODE ENFORCEMENT DIVISION INEST 1303 BROADWAY 0 SPOKANE, WASHINGTON 99260-0550 ~(509) 456-3675 FAX (509) 456-4703 . , hUNUTES PRE-APPLICATION CO CE EAST 5813 - 4TH AVENUE OFFICFJWAREHOUSE OC'TOBER 28, 1991 CALL TO ORDER:. The meeting was called to order at approximately 10:00 a. m, by the Division of Buildings Code Compliance Coordinator, Tom Davis, with the following in attendance. PERMIT REVEEW PARTICIPAN'I'S: Carol Bradburn, Division of Buildings Robin Domitrovich, Division of Buildings Jim Leget, Division of Utilities Jun Mascardo, Division of Buildings Eric Olson, Fire District No. 1 Tom Postlewait, Division of Buildings Bob Turner, Division of Engineering & Roads Tom Veljic, Planning Department Daryl Way, Health District APPLICANTS: Gary Bernardo, Architect, S. 107 Howard, Suite 420 Spokane, WA 99204 (509) 838-4511 David Black, James S. Black & Co., S. 107 Howard, Suite 500 Spokane, WA 99204 (509) 838-2511 SCOPE/PROJECI' DESCRII'TION: 1. General Overview - The owner, James S. Black, is proposing to construct a 6,500 square foot structure. The proposed is for an undetermined use and no tenant has been identified as of yet. It is the owner's intent to secure a tenant prior to building. S Y OF DEPART'MIIN'TAL REQ . I. Planning Department (456-2205) A. Discussion/Requirements 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 23531-9106. 3. A copy of B-3 zone requirements, the zone change (ZE-116-83) require- ments, off street parking requirements, sign standards, landscaping requirements, and a sample copy of a promissory letter were given to the applicant. . 4." The zone change requires a four foot high fence would be required along the arterial (4th Avenue). 5. As per the zone change, only one approach will be allowed off of 4th Ave- nue. -1- . 6. A sight obscuring buffer would be required along the freeway, however, landscaping will suffice. 7. A five foot wide strip of Type III landscaping is required along the 4th Avenue road frontage. Please submit a landscaping plan for review and approv- al. 8. The applicant was informed that half of the landscaping may be located along the freeway right of way if permitted via agreement with the Department of Transportation. The Planning Department will need to approve the landscape proposal. 9. The progosed must conform to the current setback requirements. The zoning code requires the proposed to have a 35 foot front yard setback and a 15 foot rear yard setback. However, because the rear yard abuts a freeway, the zoning code requires a 25 foot wide strip of 'Iype II landscaping. Therefore, the rear yard setback must be a minimum of 25 feet. 10. In regard to a variance VE-2-84 granting relief to the required setbacks, it was determined by the Planning Department that the variance was for only a proposed mini-storage warehouse. Any other use would need to comply with the cunent setback requirements as specified. 11. It was noted that the Department of Transportation will be widening I-90, but it appears that this will be to the east of said property. The applicant confirmed that the proposed would not be affected by the I-90 project. 12. Since the property has limitations regarding it's size and shape, the applicant may an W~t to apply for a change of conditions for the original zone change. The chge of conditions could includes a vanance for setback relief, access to 4th Avenue, fencing, and landscaping al.ternatives. Contact the Planning Department regarding a Application for Acceptance and Design Review meeting. 13. The applicant inquirzd about rezoning the property to I-2. Tom Veljic informed the applicant that the uses in the I-2 zone would be very limited and advised the applicant that this may not be to his advantage in marketing the property. B. Permit Release Requirements 1. An estimate from a nursery including size, type, and quantity of landscaping along with a promissory letter from the owner stating the landscaping will be installed shall be submitted. 2. Please submit a revised site plan describing the use of the building and the square footage of use, landscaping, and setbacks for review and approval. II. Division of Engineering & Roads (456-3600) A. Discussion/Requirements 1. Comments were given to the applicant and the Division of Buildings by Bob Turner. -2- ~ . . . 2. Please submit a drainage plan for the site that is in compliance with Spokane County Guidelines for Stormwater Management. 3. Applicant must comply with zone change ZE-116-83 conditions. 4. Two feet of right of way needs to dedicated on 4th Avenue. The applicant was informed that the 20 year plan is for 4th Avenue to be a 80 foot right of way. as a result, 8 additional feet is required for future set aside. 5. An RID/CRP Agreement, "Notice to Public No. 6," on 4th Avenue is required. Please submit a copy of the recorded property so that the agreement can be prepared for recording. 6. Only one entrance is allowed for the property. Therefore, a parking and circulation plan needs to be submitted. 7. An approach permit is required to be obtained for the driveway approach on 4th Avenue. 8. An Agreement to Pay Fees was given to the applicant during the meeting. The agreement is to be signed by the owner and returned to the Division of Engineering & Roads. B. Permit Release Requirements 1. Please submit a drainage plan as described above for review and approval. 2. Please submit a copy of the recorded property deed so that the RID/CRP agreement and right of way agreement can be prepared. 3. An approach permit shall be obtained for 4th Avenue. 4. Please submit a parking and circulation plan. 5. Please submit a copy of the Agreement to Pay Fees signed by the owner. III. Division of Utilities (456-3604) A. Discussion/Requirements 1. Proposed must connect to the existing sewer in 4th Avenue. The county interc,eptor must be connected to through a manhole only. 2. Please submit a sewer plan for review, a sewer connection agreement, and a sewer connection permit. By signing the sewer agreement, the applicant agree to: 1) pay a monthly charge, 2) pay General Facility charge, 3) not object to any future tJLID. 3. A utility map was given to the applicant during the meeting. IV. Air Pollution Control Authority (456-4727) A. Discussion/Requirements' -3- I 1. Written comments were submitted to the applicant. 2. Air gollution regulations require that dust emissions during demolition, construction, and excavation projects be controlled. 3. Measures must be taken to avoid the deposition of dirt and mud from unpaved surfaces onto paved surfaces. 4. All travelled surfaces (ingress, egress, parlcing areas, access roads) must be paved and kept clean. 5. Debris generated as a result of this project must be disposed of by means other than burning. V. Health District (456-6040) A. Discussion/Requirements 1. The water purveyor for the proposed is Water District #3 (536-0121). Please contact the water purveyor to review requirements for back flow preventers. 2. All construction debris shall be taken to a licensed landfill. 3. Please submit a critical materials list to the Division of Buildings for review. 4. Proposed must connect to the available sewer. 5. All waster water generated must be routed to the sewer. 6. Please identify the use of the proposed building. B. Permit Release Requirements 1. The Health District will release their portion of the building permit once it has been applied for. VI. Fire District No. 1(928-2462) A. Discussion/Requirements 1. Fire flow for the proposed has been calculated for 3,0(}0 G.P.M.. 2. Two fire hydrants are required. The existing fire hydrant near the Racquet Club will be adequate for one of the two required. The second fire hydrant must be located on the west side of the property by the west entrance to the property. The fire hydrant(s) shall be installed as per an approved water plan. Prior to the preparation of the water plan, the applicant shall contact Water District #3 at (536-0121) as soon as possible to obtain the purveyor requirements including specifications. The water plan shall contain the location of the hydrant, hydrant assembly detail, and plumbing detail. The water plan shall be submitted to the fire district and water purveyor for approval prior to installation. The fire- hydrant(s) shall be installed pnor to occupancy. -4- 3. A minimum 6 inch water main is required to serve hydrants. It is suspected that the water main near the property is a 4 inch line. There is a 8 inch water main serving the Racquet Club located to the east of the site. Please call Water District #f3 (536-0121) to verify size of line. 4. A lock (Knox) box entry system for fire department personnel access is required to be installed. Forms for ordering were given to the applicant. The completed forms are to be returned to the fire district. VII. Division of Buildings (456-3675) A. Discussion/Requirements 1. The proposed building is being classified as Type VN construction. 2. The proposed shall meet the minimum requirement of the Regulations for Bamer-Free Facilities. Specifically, a ramp from the parlang lot to a primary entrance of the building shall be not steeper than one vertical to 12 horizontal in the direction of travel, nor one vertical to 48 horizontal transverse to the direc- tion of travel. 3. Please verify that the proposed meets the requirements of the Washington State Energy Code and the Indoor Air Quality Act. 4. If proposed is only constructed as a shell, perimeter insulation must be installed. B. Permit Release Requirements 1. Two complete 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. APPLICANT'S CO /ACKNOWLEDGFMENT: The applicant acknowledged that all comments/requirements were understood and had no further questions at this time regarding permit requuements. CORRECTIONS: To minutes or changes from what appears in the minutes, we should be notified within one day of your receipt of these minutes. To site plans as required by any or all of the above-listed departments shall be submitted to the Division of Buildings who will then distribute accordingly to those departments. ADJO : There being no further business, Tom Davis thanked the applicant and the departments for their participation and reminded all that he should be contacted if there are any unforeseen problems which may arise. The meeting was adjourned at approximately 10:30 a.m. -5- Copies of Minutes to: All participants File - East 5813 - 4th Avenue Spokane, Washington 99212 NOTE TO APPLICANT: Some time ago the County recognized the need to streamline the building permit system and accordingly initiated these Pre-Construction Conferences. Com- ments so far would indicate these conferences are successful and do enhance the permit system. As a recent participant, we would appreciate any comments you might have to further improve the process or, should you have any questions or concerns regarding your conference, please contact either Jim Manson, Division of Buildings Director, at 456-3675 or Dennis Scott, Public Works Director, at 456-3600. Sincerely, James L. Manson, Director -6- Summary of Requirements - East 5813 - 4th Avenue October 28, 1991 For your convenience the following is a listing of the permit release requirements found in the minutes and can be used as a checklist while the proposal is in the application stage. If you have any questions or concerns, please let us know. PLANNING (456-2205), n Please submit a landscaping plan for review and approval. U An estimate from a nursery including size, type, and quantity of landscaping, along with a promissory letter from the owner stating the landscaping will be installed. n Please submit a revised site plan describing the use of the U building and the square footage of use, landscaping, and setbacks for review and approval. Notes: DIVISION OF ENGINEERING & ROADS (456-3600)_ n Please submit a drainage plan as described above for review and U and approval. n Please submit a copy of the recorded property deed so that the u RID/CPR agreement and right of way agreement can be prepared. n Please submit an approach permit for 4th Avenue. U n Please submit a parking and circulation plan. u n Please submit a copy of the Agreement to Pay Fees signed by the u owner. Notes: HEALTH DISTRICT (456-6040) n The Health District will release their partion of the building U permit once it has been applied for. « - :J Notes: BUILDINGS (456-3675) n Please submit two complete revised sets of plans addressing the U items discussed during the meeting and other items from the plan review letter needs to be submitted for review and approval. Notes: • _ - - ***REMINDER*** Please submit all revised site plans to the Division of Buildings for distribution. ~ - ~ Page 1 ~ OFFICE OF THE COUNTY ENGINEER 3PORANE COUNTY, WASHINGTON Project: Office Warehouse Date 10/28/91 Address: E. 5813 4th Ave. Parcel No: 23531-9106 Ref No. B91095 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 4W~L generated on site. i 2. Calculations for total impervious surfaces ~ contained within the site. 3. Finished grade elevations for structures to be ~ cbnstructed 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. B) The subject property is affected by the "Findings and Order" and the "Conditions of Approval" for the following land use action: ~ l. Spokane County Zone Change No. ZE-116-83 • t-r 2. Variance or Conditional Use No. VE-2-84 Q C) The following improvements within adjacent Right of Way ~ are required prior to the release of a building permit: . 1. 2 feet of Right of Way dedication on 4th Ave. 2. An RID/CRP agreement "Notice to Public No. 6" on • 4th needs to be recorded. 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 the RID/CRP agreement. 4. Approach permits must be obtained from the County Engineering Department for driveway approaches to ~ the following streets: a. 4th Page 2 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. RID agreement and Right of Way on 4th. b. The Varience restricts you to only one entrance to the property. Submit a parking and circulation plan. c. The arterial road plan specifies a strip of property 10 feet in width along 4th to be set aside in reserve: With the existing condition of 2 feet of Right of Way you must set aside an additional 8 feet. 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. 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. Page 1 OFFICE OF THE COUNTY ENGINEER SPORANE COUNTY, WASHINGTON Project: Office Warehouse Date 10/28/91 Address: E. 5813 4th Ave. Parcel No: 23531-9106 Ref No. B91095 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. B) The subject property is affected by the "Findings and Order" and the "Conditions of Approval" for the following land use action: l. Spokane County Zone Change No. ZE-116-83 2. Variance or Conditional Use No. VE-2-84 C) The following improvements within adjacent Right of Way are required prior to the release of a building permit: 1. 2 feet of Right of Way dedication on 4th Ave. 2. An RID/CRP agreement "Notice to Public No. 6" on 4th needs to be recorded. 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 the RID/CRP agreement. 4. Approach permits must be obtained from the County Engineering Department for driveway approaches to the followinq streets: a. 4th . Page 2 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. RID agreement and Right of Way on 4th. b. The Varience restricts you to only one entrance to the property. Submit a parking and circulation plan. c. The arterial road plan specif ies a strip of property 1'0 feet in width along 4th to be set aside in reserve. With the existing condition of 2 feet of Riqht of Way you must set aside an additional 8 feet. 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. 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. i ZONE RECLASSIFTCATION NO.: ZE-116-83 VARTANCE NO.: VE- 2-84 SPOKANE COUNTY HEARING EXAr1INER COTD'ITTEE FINDINGS AND ORDER A. INTRODUCTXON This matter having come before the Zoning Hearing Examiner Commxttee on May 1, 984, and the members of the Coiamittee present being Kathleen M. Carstens, Chairperson, Kenneth Kennedy and Ronald L. McVicker. B. PROPOSAL The sponsor, paul Sleeth, is requesting approval of a zone reclassification, File No. ZE-116-83, Multiple Family Suburban to Commercial, for the purpose of developing a Mini-Warehouse Facility; and a request for a Variance, VE-2-84, to allow a 25-foot setback to the south property line (4th Avenue) and a 15-f oot setback f rom the north propzrty line (Interstate 90); whereas the Spiokane County Zoning Ordinance, Section 4.10-080-(d), requires a setback of 35-feet for each yard. C. FINDINGS OF FACT 1. That the existing land use in the area is residential, comuiercial, Racquet Club, Interstate 90, and vacant. 2. That the Comprehensive Plan designates this area as appropriate for U rban developme nt . 3. That the existing zoning of the property described in the application is Multiple r amily Suburban. 4. That the provisions of RCW 43.21C (The State E nvironmental Policy Act) have been complied with, and the Committee concurs with the Declaration of Non-Significance. 5. That the proper legal requirements for advertisement of thz Agenda I tem have been f ulf illed . 6. That the land in this area is suitable for the proposed use, or uses within the proposed Zone Classification. ~ C ZONE RECLASSIFICATTON NO.: ZE-116-83 - VARIANCE NO.: VG- 2-84 C. FINDINGS OF FACT (continued) 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. 9. That the owners of adjacent lands expressed disapproval of the proposed use. 10. The Hearing Exami.ner Committee finds the proposed u5e to be in harmony with the general purpose and will not be otherwise detrimental to the public health, safety, and welf are. 11. The following -are additional findings of fact considered by the Hearing Examiner Cocnmittee: a) That the Variance request is an issue to be decided by the Zoning Adjustor and not the Zoning Hearing Examiner Committee. D. CONDITIONS OR CONTIyGENCIES APPLIED TO THIS APPROVAL (All Conditions imposed by the Zoning Hearing Examiner Committee shall be binding on the "Applicant" which te rm shall include the owner or owners of the praperty, heirs, assigns, and successors.) a) COUNTY PLANNING DEPARTMENT 1. The Zoning Administrator shall approve a specific exterior lighting plan For the approved area prior to installation of such lighting. (Such plan shall confine illuinination to the area with full consideration to adjacent properties and Interstate 90.) 2. Approval by the Zoning Administrator of a specific lighting and signing plan for the described property prior to the release of any building permits. 3. A specific landscape plan, planting schedule and provisions for maintenance acceptable to the Spokane County Zoning Administrator shall be submitted with a perforinance bond fur the project prior to release of building permits. Landscaping shall be installed and maintained such that sight distance at access points are not obscured or impaired. 2 . ~ . 3 , ZONE RECLASSIFICATION 1V0.: ZE-116-33 VARIANCE NO.: VE- 2-84 a) COUNTY PLANNING DEPARTMENT (contiunued) 4. The applicant shall develop subject property generally in accordance within the concept presented to the Hearing Exawiner Committee. Variations rahen approved by the Zoning Administrator will be permitted, including, but not limited to the following changes: Building location, landscape plans, and general allowable uses of the permitted zone. A11 variations must conform to regulations set forth in the Spokane County Zoning Ordinance. The original intent of the development plans shall be maintained. (It is noted that a site plan redesign will be necessary to accommodate fire protection and access eletnents.) - 5. Direct light from any exterior area lighting f ixture sha11 not extend over the property boundary. 6. The specific development plan will be submitted for Planning Department review and approval prior to issuance of building permits. 7. All current standards of the Commercial Zone, as amended, shall be complied with in the development of this site. 8. That the project is subject to Section 4.16A.050, the Aquifer Sensitive Area Overlay Zone of the Spokane County Zoniag Ordinance, which sets forth various measures for Aquifer protection; specifically, measures dealing with wastewater disposal, spill protection measures, and stormwater runoff. 9. A 6-foot sight-obscuring cyclone fe nce shall be provided along the south property line of this proposal to provide a buffer for the existing residential use located iuunediately south of this site. 10. Applicant shall comply with '208' recommendations concerning stormwater runoff and provide necessary landscaping for runoff. 11. Any division of land for the purpose of sa1e, lease or transfer, shalY comply with RCW 58-17 and the Spokane County Platting Ordinances prior to issuance of building permits. 12. That the provisions of SEPA's vOTICE OF ACTION pursuant to Chapter 43.21C.080 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, or file appropriate documents to the effect that the NOTICE OF ACTION is waived in accordance with Spokane County Commissioners' Resolution #82-0458 dated May 4, 1982. ~ ~ ~ ~ 3 . , . . ~ ZONE RECLASSIFICATION v0.: ZE-116-83 VARIANCE NO.: DE- 2-84 a) COUNTY PLANNING DEPARTMENT (continued) 13. Pursuant to the provisions of Chapter 43.21C RCW, the SEPA Guidelines (tiJAC 197-10) and the Spokane County Environmental Ordinance (SCEO), a proposed declaration of non-significance has bee n issued at least fifteen (15) days prior to this date; the • official file, written comments and/or public testiunony contain inf ormation regarding assessment of the proposal's adverse impacts to the physical environmenti; a finding is hereby made that no potentially significant adverse impacts upon the physical environ ment are anticipated as a result of the pro ject; and a f inal declaration of non--signif icance is hereby to be issued. 14. A landscape strip and provisions for maintenance shall be provided along the south property line, 15. A light-obscuring buff er shall be provided along the north and west property lines. 16. That only one public access point to be allowed at the far . eastern end of the site. Second access point recommended by Department of'Building and Safety to be only an emergency "crash gate.,. b) COUNTY ENGINEERING DEPARTMENT Prior To The Issuance Of A Building Permit: 1. Applicant shall dedicate 2 feet on Fourth Avenue f or right-of-way prior to any use of the property. 2. Access permits for approaches to the County Road System shall be obtained f rom the Spokane County Engineer. . 3. Applicant shall improve Fourth Avenue in a manner consistent with Spokane County TYPICAL roadway section No. 1 minimum paving width Secondary Arterial Standard. 4. Applicant shall submit for approval by the Spokane County E ngineer road, drainage, and access plans prior to the issuance of a building permit on the property. 4 } ZONE RECLASSIFICATION NO.: ZE-116-83 VARTANCE NO.: VE- 2-84 b) COUNTY ENGINEERING DEPARTMENT (continued) 5, The applicant shall submit for approval by the Spokane County Engineer and the Spokane County Health District a detailed combi-ned on-site sewage system plan and surface water disposal plan for the entire pro ject prior to the issuance of any - building permit on the property. 6. A parking plan and traffic circulation plan shall be submitted and approved by the Spokane County Engineer prior to t11e issuance of a building permit o n the propzrty. The design, location, and arrangement of parking stalls shall be in accordance with standard traffa.c engineering practices. Paving or surf acing as approved by the Couuty Engineer, will be required for any portion of the project which is to be occupied or traveled by vehicles. 7. The word "applicant" shall include the owner or owners of the property, his heirs, assigns, and successors. 8. To construct the road improvements stated herein, the applicant may, with the approval of the County E ngineer, join in and be a • willing participant in any petition or resolution which purpose is the f ormation of a Road Improvement District (RID) f or said improvement pursuant to RCW 36.88, as amended. Spokane County will not participate i.n the cost of these improvements. 9. As an alternative metllod of constructing the road improvement stated herein, the applicant may, with the approval of the County E ngineer, accomplish the road improvements stated herein by joining and participatins in a County Road Project (CRP) to the extent of the required road improvement. Spokane County will not participate in the cost of these improvements. 10. The construction of the road improveinents stated herein sha11 be accomplished as approved by the Spokane County E ngineer. 11. All required improvements shall conform to the current State of Washington Standard Specifications for Road and Bridge Construction, and other applicable County standards and/or adopted resolutions pertaining to Road 5tandards and Stormwater Management in e£fect at the date of construction, unless otherwise approved by the County E ngineer. 5 .L, ZONE RECLASSIFICATION NO.: ZE-116-83 VARIANCE NO.: VE- 2-84 b) COUNTY ENGINEERING DEPARTIviENT (continued) 12, Applicant shall construct a paved and delineated access approach(s) to meet the existing pavement on Fourth Avenue. 13. Roadway standards, typical roadway sections and drainage plan requirements are found in Spokane Board of County Commissioners'Resolution No. 80-1592 as amended. c) COUNTY UTILITIES DEPARTMENT 1. Pursuant-to Board of County Commissioners Resolution No. 80-0418, the use of on-site sewer disposal systeins is hereby authorized. This authorization is conditioned on compliance with all rules and regulations of the Spokane County Health District and is further conditioned and subject to specific application approval and issuance of permits by the Health District. 2. The owner(s) or Successor(s) in interest agree to authorize the County to place their name(s) on a petition for the formation of a ULID by petition method pursuant to RCW 36.94 which the petition includes the Owner(s) property and f urther not to object Uy the signing of a protest petition against the f orcnation of a ULID by resolution method pursuant to RCW Chapter 36.94 which includes the Owner(s) property. PROVIDED, this condition shall not prohibit the Owner(s) or Successor(s) f rom objection to any assessment(s) on the property as a result of improvements called for in conjunction with the forcnation of a ULID by either petition or resolution method under RCW Chapter 36.94. 3. Any water service f or this project shall be provided in accordance with the Coordinated Water System Plan for Spokane County, as amended. d) COUNTY HEALTH DISTRICT 1. A combined surface water and sewage disposal detailed plan shall be approved by the County E ngineer and the Health District prior to the issuance of any building permit for this pruject. 2. Sewage disposal method shall be as authorized by the Director of Utilities, Spokane County. 6 ! Y ~ ZONE RECLEISSIFICATION NO.: ZE-116-83 VARTANCE NO.: VC- 2-84 " d) COUNTY HEALTH DISTRICT (conta.nued) 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 must be coordinated through the Director of Utilities, Spokane County. 5. Water service shall be by an existing public water supply when approved by the Regional E ngineer (Spokane), State Department of Social and Health Services. 6. Use of private wells and water systems is prohibited. 7. Disposal of sewage effluent beneath paved surfaces is currently prohibited. e) COUNTY BUILDING AND SAFETY DEPARTMENT 1. The site is located in Fire District # 1. 2. The proposed site plan will require some revisions to provide for Fire Department access to all structures. The required fire f low f or this proposed project is 2,500 g.p.m. Fire hydrants which meet the fire flow will be required to be installed. These hydrants shall be placed so that no portion of the building exterior is more than 175 feet from-the hydrant. Each building constructed shall be accessible to Fire Department apparatus by way of access roadways with all-weather driving surface of not less than 20 feet uf unobstructed wi3th, with adequate roadway turning radius (20 feet inside and a minimum 45 feet outside) capable of supporfiing the imposed loads of fire apparatus and having a minimum of 13 feet, 6inches vertical clearances. The development shall be provided with at least two points to the public street. The access locations shall be on approximate opposite ends of the development. Approved numbers or addresses shall be placed on all new and existing buildings in such a position as to be plainly visible and legible from the street or road fronting the property. Said numbers shall contrast with their background. 7 4 ! • ~ ZUNE RECLASSIFICATION iVO.: ZE-116-$3 . vARrANc'E No. : vE- 2-84 e) CQUNTY BEJZLDING AND 5AFETY DEPARTMENT (cont-inued) 3. Restroom facilities may be requzred on-site for tena-nt anc{ employee use, 4. Aland use permi1: will be required far each structure. 5. Txash enclas-ures shall noC be lvcated adjacent to combustible construc~_ion or underneatll wizzdows or rronproteeted eaves, f ) WATER PURVEYOR 1. Water Purveyor is Spokane Suburban Water Company, and they will supply the site with adequate water for domestic, Fire and irrigata.on uses. - g} CDUNTY AIR PQLLUTION CaNTROL A,UTHQRrTY 1. Air pollution regulations reguire that dust emissions during demolxtion, excavat,ion and construction projects be controlzed. 'Fhis may require use af water sprays, tarps, sprinklers, ar su~pe-nszon ❑f activity during cer'tai.n weather canditions. Haul rnads should be treated and ernissions from the transfer of ed,rthen material must be coxxtrolled as weXl as emzssians fram all other construction related activitzes. 2. Measures must be take17 to avaid t'he depositian af clirt and mud from unpaved surfaces. If txacking ar spills occur on paved surfaces, measures must be taken immediately tu clean these s-urfaces. 3. All travelled surfaces {ingress, egress, parking ax'eas, access roads} must be paved and kept cleani 4. Some objectionable adors wi11 likely result during tbe construction phase of the project and f rom motor vehicles usiztg the si-te fvllowf,ng completion vf the project and from occupants of the prvpased project, 5. A1l air go"llutxon regulations must 1ae tnet. ~ 1 ' ZONE RECLASSZFICATION NO.: ZE-116-83 VARIANCE NO.: VE- 2-84 h) STATE DEPARTMENT OF TRANSPORTATION 1. Reduction of the setback requirement is not supported by this Department. Due to the proximity of the propased warehouse to the existing f reeway, any reduction of the existing errant vehicle recovery area and adjacent buildings is not in the best . interest of the traveling public. E. ORDER The Hearing Examiner Coiwnittee, pursuant to the aforementioned, finds that the application of Paul Sleeth, for a zone reclassification as described in the application should be APPROVED. Motion by: McVicker Seconded by: Kennedy Vote: McVicker - Aye Kennedy - Aye Carstens - Aye Unanimous to APPROVE to the COMMERCIAL ZONE 3 - 0) - HEARING EXAMINER COMMITTEE HEREBY ATTEST TO THE ABOVE FINDINGS, ORDER, ANll VOTE . Aw 444e, h 'rperson ATTE ST : For WALLIS D. HUBBARD Plan ing llirector ,P By STEVE P.HOROBIOWSKZ Zoning Administrator ' Date : `~`~9p~ NOTE: See File VE-2-84 for Zoning Adjustor decision on Variance . request for approval to allow relaxation of the south and north property line setbacks of the advertised property as required by the Spokane County Zoning Ordinance. 9 ~ -f ~ _ ; , _,T. ,.~v ~~r► . ti~ . ~ f~ o 1' , . _ ~ . : ~ r sr' , • , o ~ ~ , :o, r. ~ nvc - - -s, - - . _ , ~ . - ;r• - -1~~ ~~Nlile ' • ~,Q ~~~nl(~v~, _ ~ ~vE i l80 ~F'' .G~ ~11 ' - " , Q~~ li ~I - ~ ~ • ~ q ~ ' j ' ~ F, ' ^ ! • BUCKEVE_ ~ ~~4_. z..:..~.___ :Q • A ' v ; ~ ' ~ ~ . ~ • - - ~ . ' . j r y ~ ~ ~ ~~~~G ~J - . --5►;-_ , C C ~ - ~ -_1._ ,-r • - _ .r _ , • Z ai~e - r-- R~C~j'Ta n vE I _ C O N E C '~R~~• . ~ f ~ ~ {I . ~ L _ ~1J ~ , ~ . , ' , ~\J , • ~ i/ ~ i /O 0 i CAl:CISLE,. 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'2TA - 13 r ~ ~ ❑ , - ~ ~ ~ T ~ W ~ L4 TH ~ %L 1--,.'L-R 14 ~ * ' ' JI Q Ic T jy 2 40 • . } _ ~ - _ ~ • ► s rx~~ ~ • , T ~ ■ ~ ~ 4+ tc-.Ax ~~u~a ~ ~ STAFF REPORT DATc: MAY 1, 1984 T0: HEARING EXAMINER COMMITTEE FR0M: PLANNING DEPARTMENT STAFF SUBJECT: ZONE RECLASSIFICATION NUMBER: ZE-116-83 . VARIANCE NUMBER: VE-2-84 I. GENERAL INFORMATION APPLICANT: PAUL SLEETH (Agent for James S. Black) PROPERTY OWNER: Bruton Family REQUESTED ZONING: COMMERCIAL EXISTING ZONING: Multiple Family Suburban (est. in 1951) (with ASA Overlay Zone in 1983) REQUESTED VARIANCE: To allow a 25-foot setback to the south property line (4th Avenue) and a 15-foot . setback f rom the north property line (lnterstate 90); whereas the Spokane County Zoning Ordinance, Section 4.10.080-(d) requires a setback of 35-feet for each yard.* PROPOSED USE: Mini-Warehouse Facility EXISTING USE: Vacant SITE SIZE: Approximately .88 Acre COMPREHENSIVE PLAN DESIGNATION: Urban PRIORITY SEWER SERVICE AREA: Yes AQUIFER SENSITIVEE' AREA: Yes PROJECT LOCATIUN: This site is yenerally located north of and adjacent to Fourth Avenue, between Howe Road and Fancher Road in Section 23-25-43. : ZONE RECLASSIFICATION NO.: ZE-116-83 VARIANCE N0. VE-2-84 III. SITE ANALYSIS 1) SITE CHARACTERISTICS AND CONSIDERATIONS: Flat with no major vegetation. Existing chainlink fencing along north (belonging to I-90) and along east (belonging to Bekins). 2) AGRICULTURAL'SUMMARY: Urban category not intended to preserve farmland. 3) SITF_ PLAN INFORMATION: SITE SIZE: Approximately .88 Acres 387330 . square f eet ) EXISTING BUILDINGS: 0 PROPOSED BUILDINGS:. 4 Total Floor Area: 8,200 Square Feet (All 6uildings) . Total Site Coverage: . 21.4 ~ Maximum Structure Height: 10 Feet (1-Story) PARKING AREA: Parking Required: 3 (per 4.17.061-Warehouses /sp/3,000 square feet gross floor area) . Parking Provided: 0(Parking undesignated due to nature of use and no employees) BUFFERING TECHNIQUES: Light obscuring buffer recommended along I-90 (site's north property line) and site's west property line. Placement of security lighting not to extend over site's property lines. Sight-obscuring fence and continuation of landscaping buffer recommended along Fourth Avenue. ' L • 4 • N 4 ' ~ONE RECLASSIFICATION NO.: ZE-116-83 VAR IANCE ND. : lf E-2- 84 V. REGOMMENDED AGENCY CONDITIQNSr IF APPRO'JED: (All Con~~tions imposed by the Zoning Hearing Examiner Committee shali ~e binding on the "APP1iCant¢", which tezm shall include the owner or flwners af the praperty, rheirs, assigns, and successors.) . CQUNTY PLANNING DEPARTNIENT 1. The Zoning Administratar shall approve aspecific exter,iar lighting plan for the approved area priar to installation of such lighting.(5uch plan shall canfine il~u'mination to the area with full cansideration to adjacent properties and Interstate 9o. ) , 2. Approval.by the Zoning Administrator of a specific lighting and signing plan far the described property priar to the release af any building permits. 3. A specific landscape plan, planting schedule and provisions for maintenance acceptable to the Spokane County Zoning Administrator sha1l be submitted with a perforrnance bond for the . praject Rrior to release ❑f building permits. 4. The applicant shall develap subjeet praperty generally in accordance within the concept preserrted to the Hearirrg Examiner Camnittee, Variat-lvns when approved by the 2oning Administrator will be permitted, including, but not Iimited to the folZowing changes: Building location, landscape plans, and general allawable uses af the permitted zane. Al1 vari.ations must conform to regulations set forth in the Spokane County Zoning Ordinance. The original intent of the develapment plans shall be maintainec#. (It is noted that a site plan design wi1T be necessary to accvmmodate fire protection and access elements.) 5. Direct light fram any exteriar area lighting fTxture shall not extend over the property baundary. 6. The, specific development pxan wixl be submitted for Planning Department review and appravaI prior to issuance of building permits. 7. R11 current standards of the Commercial Zone, as amended, shall be complied with in the develo,pment of this site. . 4c) ZONE RECLASSIFICATION NO.: ZE-116-83 VARIANCE NO.: VE-2-84 b) COUNTY ENGINEERING DEPARTMENT Prior To The Issuance Of A Building Permit: l. Applicant shall dedicate 2 feet on Fourth Avenue for right-of-way prior to any use of the property. 2. Access permits for approaches to the County Road System shall be obtained f rom the Spokane County Engineer. 3. Applicant shall improve Fourth Avenue in a manner consistent with Spokane County TYPICAL roadway section No. 1 minimum paving width Access Standard. 4. Applicant shall submit for approval by the Spokane County Engineer road,'drainage, 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 Engineer and the Spokane County Health District a detailed combined on-site sewage system plan and surface water disposal plan for the entire project prior to the issuance of any building permit on the property. 6. A parking plan and traffic circulation plan shall be submitted and approved by the Spokane County Engineer prior to the issuance of a building permit on the property. The design, location, and arrangement of parking stalls shall be in accordance with standard traffic engineering practices. Paving or surfacing as approved by the County Engineer, will be required for any portion of the project which is to be occupied or traveled by vehicles. 7. The word "applicant" shall include the owner or owners of the property, his heirs, assigns, artd successors. 8. To construct the road improvements stated herein, the applicant may, with the approval of the County Engineer, join in and be a willing participant in any petition or resolution which purpose is the formation of a Road Improvement District (RID) for said improvement pursuant to RCW 36.88, as amended. Spokane County will not participate in the cost of these improvements. . • ZONE RECLASSIFICATION NO.: ZE-116-83 VARIANCE NO.: VE-2-84 c) COUNTY UTILITIES DEPARTMENT (continued) 2. The owner(s) or Successor(s) in interest agree to authorize the County to place their name(s) on a petition for the fornation of a ULID by petition method pursuant to RCW 36.94 which the petition includes the Owner(s) property and further not to object by the signing of a protest petition against the formation of•a ULID by resolution method pursuant to RCW Chapter 36.94 which includes the Owner(s) property. PROVIDED, this condition shall not prohibit the Owner(s) or Successor(s) f rom objection to any assessment(s) on the property as a result of improvements called for in conjunction with the formation of a ULID by either petition or resolution method under RCW Chapter 36.94. 3. Any water service for this project shall be provided in accordance with the Coordinated Water System Plan for Spokane County, as amended. d) COUNTY HEALTH OISTRICT l. A cambined surface water and sewage disposal detailed plan shall be approved by the County EngineAr and the Health District 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 must be coordinated through the Director of Utilities, Spokane County. 5. Water service shall be by an existing public water supply when approved by the Regional Engineer (Spokane), State Oepartment of Social and Health Services. 6. Use of private wells and water systems is prohibited. 7. Disposal of sewage effluent beneath paved surf aces is currently prohibited. ~ . . ~ • 7.OrdE RECLASSIFICATION NO.: zE-116-83 VARIANCE NO.: VE-2-84 g) COUNTY AIR POLLUTION CONTROL AUTI-IORITY 1. Air pollution regulations require that dust emissions during denolition, excavation and construction projects be controlled. This may require use of water sprays, 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 constructton related activities. , 2. Measures must be taken to avoid the deposition of dirt and mud from unpaved surf aces. If tracking or spills occur on paved surfaces, measures must be taken immediately to clean these surf aces . 3. All travelled surfaces (ingress, egress, parking areas, access roads) must be paved and kept clean. 4. Some objectionable odors will likely result during the construction phase of the project and from motor vehicles using the site following completion of the project and from occupants of the proposed project. ' 5, All air pollution regulations must be met. h) 'STATE DEPARTMENT OF TRANSPORTATION 1. Reduction of the setback requirement is not supported by this Department. Due to the proximity of the proposed warehouse to the existing freeway, any reduction of the existing errant vehicle recovery area and adjacent buildings is not in the best interest of the traveling public. ' V7 In Date: paiC,Ql # - • ; Log ' V~~..~ /11~ - . w.e.•.. . oe►TiVn. ' ' •'s~ ~ 1 , ! ' .ro , . ~ ! • ~]j~Yuui'~~! ~ 1.~~ ,Nii1~ 3 f"i i Yi:1T:~1 ~.il ~ • _ • ' ,;;q By: (1.and r1CiV) .-.L ~ , • . ~ 4034114 Page; 1 of 2 . i 09I10I1996 03;23P Return to County En9ineer GO EFG N $O,Qt Spokane Co, WA ; Right of Way Department NO. 6 NOTICE TO THE PUBLIC RID WArVER, AGREEMENT AND COVENANT: KNOW ALL MEN BY THESE PRESENTS, That SPOKANE HOME BUTLDERS ASSOCiATiON being the owners of the following described lands in consideration of Mutual Benefits now or to be hereafter derived, do for themselves, their heirs, grantees, assigns and successors in interest hereby request and authorize Spokane County to include the below described pi-operty in a Road Improvement District (RTD) and to support the formation of a Road Improvement District for improvement of the road(s) described below by requesting and authorizing Spokane County to place their name on a petition for formation of a Road Improveinent District pursuant to RCW 36.88.050, or by requesting and authorizing Spokane County to cast their ballot in favor of a ' RTD being formed under the resolution method pursuant to RCW 36.88.030, and/or by not filing a protest , against the formation of a R1D being formed -under the alternative resolution method provided for in RCW . 36.88.065 and Chapter 35.43 RCW. . If a RTD is proposed for improvement of the road(s) described below, said owners and successors further agree: (1) that the improvements or construction contemplated withill the proposed RID are feasiUle, alici (2) that the benefits to be derived from the formation of the RID by the property included therein, together with the amount ` of any County participation, exceed the cost and expense of formation of the RID, and (3) that the property . within the proposed RID is sufficiently developed; provided, themselves, their heirs, grantees, assigns and : successors shall retain the right, as authorized undc: RCW 36.88.090, to object to any assessment(s) on the property as a result of the improvements called for in conj unction with the formation of a RID by either the petition or resolution method under Chapter 36.88 RCW and to appeal to the superior court the decision of the Board of County Commissioners confirming the final assessment roll; provided further, it is recognized that actual assessments may vary from assessment estimate so long as they do not exceed a figure equal to the increased true and fair value the improvement(s) add(s) to the property. It is further aclalowledged and agreed that at such time as a RID is created or any counry road improvement project is authorized by Spokane County, the improvements required shall be at the sole expense of the owners of property within the RID or served by the improvements without any monetary participation by Spokane County. The RID waiver contained in this agreement shall expire after ten (10) years from the date of execution below. The above conditions and covenant apply to the following described property: ASSESSORS PARCEL NO.: 35231.9106 That portion of the East 10 acres of the East Half (E %2) of the Northeast Quarter (NE '/4) of the Northeast Quarter (NE '/4) of Section 23, Township 25 North, Range 43 East, W.M., lying South of State Road No. 2; EXCEPT that portion thereof lying North of the line drawn parallel to and 50.00 feet distani South of the centerline of State Road No. 2; AND EXCEPT 4"' Avenue, in Spokane County, Washington , ' Located in the Northeast Quarter (NE '/4) of Section 23, Township 25 North, Range 43 East, W.M., Spokane County, Washington -over- AA , 0 This Agreement applies to the improvement of Fourth Avenue RF No.2110 by grading, draining, surfacing, curbing, paving, sidewalk construction including traffic control facilities and related work. These requirements are and shall run with the land and shall be binding upon the owners, their heirs, successors or assigns. IN WITNESS WHEREOF, the undersigned has caused this instrument to be executed on this da Y of 199 (.0 . SPOKANE HOME BUILVERS ASSOCIATION ~ By: , v _ . . By: STATE OF WASHINGTON ) COUNTY OF SPOKANE ) ss I certify that I know or have satisfactory evidence that Ot 1 N,S en;~-,~: Z~r 1z_ (is/are) the individual(s) who appeared before me, and said individual(s) acl:nowledged that (he/she/they) signed this instrument, on oath stated that (he/she/they) (was/were) authorized to execute the instrument and acknowledged it as the f-~ ~.c.o-~ % o of Spokane Home Builder Association, to be the free and voluntary act of such party for the uses and purposes mentioned in the instrument. Dated this day of 199 C, . . , KYLE R. MCKEON -in and fo~ the State of Washington, STATE OF WASHINGTON residing at Spokane. NOTARY PU6l.IC My appointment expires r:~'3 - to --Rc~ . My Cammission Expires 8-10-99 4034114 Page; 2 of 2 0911011996 03;23P CO Et G N $),)C Spokane Co, WA , ' c , • ' ' ' • t ro fway\kyle1b9613 8Ucm f VARIAvCE ~ APPLICA.L'47S NA~l~iF /-a-L- BLDG # ~ 0'IBER ~ iMAILING ADDRESS S 23 , T 2,5- , R 4 Gc1.4, PARCEL PHONE - HOMF ~ ROAD vAME PH4NE - WORY ;0Z-- The following documents are needed before the Spokane County Engineer's Department can begin processing your varianc-- or building application as approved. (509) 456-3600 ~:WREE1~~~1'T TO PAY FEES have been collected. RECORDED COPY OF DEED, DEED OF TRUST, contract or coaveying instrument. These mav be • obtained from che County Auditor, ?nd tloor of the Courthouse. LEGAi, DESCRIM0N ot vour access easement. A LISTIlVG OF YALNS of individuals who will be si ' the documents. ?hese individual names should appear as the person(s) legally sign their aame. A CURRENT ASSESSOR'S V1AP which deP . icts the location of vour ProP. errv. OVVNERSHIP YIICRO-ItUIN. These uiav be obtained irom the Counrv Assessors, lst tloor, of the Courthouse, Jeffersoa entrance, ?nd door on che left. The necessarv documents will be prepared bv the Engineer"s Department, Right-of-Wav Secrioa, upon provision of the information noted above. You will be noti~ied when the documents are ready for signature. The documents may be sent to you, however, IT SHOULD BE N0TED THAT AI.L SIGLNATURES 11TJST BE YOTA,RIZED. The Engineer's Department does have notaries available if you choose to sign the documents at our office. Please call when readv Please mail wheu readv r vocice co Public Right-of-Way 4- L"--e,4-t~~. COMMENTS Righc-of-Way Agent Forward co vou from k\pftocice.192 • 4 PERM T DOCUMENT TRANSM TTAL Spokane County Division of Buildings 1026 W Broadway Ave. Spokane, WA. 99260 Project Address: c, _ t~t~f Project 6usiness Name: CONTACT: ; ~ 1-~ r~ ~ ~c~ r;;~►~ r~ . Phone: ~ Mailing Address: i~ . t30~~',c} C.►-); . , GOQRDINATOR: Phone: DOCUMENTS CIRCULATED Fire Descriptian 8u(Idlny Zaniry Enylnecrt Fiealth Oisto UUltties SCAPCA ' t Received By ~ Date of Transmittal: Circulated by: A l.a G S G r-, L•1 E JCi 1 a-_:~ : 5 e = F' 0 f< A F-4 E i=a Y F.' F' i i F: -r_ ~ ~ C1 3 i AV11IATYON EASLMEN1 WHEEt]EAS, ;ereinafter calleci the "Grantor(s)", are the owners in fee of thae certai.n parcel of land situated at S~ j;~ V] in the County of Spokmne, State of Washington, more particiilarly described as follows: NOW, ThiEREFORE, in considzration et ►.1~~. si>m ~O!1c !:o11dr ($1.00) and other good valuable consideration, the receipt and sufficiency of which is hereby acknowlr,cl;eJ, the Grantor{;}, for themselves, their heirs, administrators, execvtors, successors and assigns, do hereby grant, bar~ain, •~e!t and :-onvey unto the City of Spokane and the County of Spokane, municipal corporations anci political subdivisior.s of the Si4te of Washington, as tenants in cornmon, and to the United States of Atnerica, hereinafter called the "Grantees", .it.s succcssors and assigns, for the use and benefit of the public, an easement and right-of-way, appurtenant to Spokane Felts F,'ield .lkirport, also known as Felts Fielcl, [ocated in Spokane County, State of Washington, for the unobstructed passa,,,w o'' all ai:ci-aft ("aircraft" being defined for the purpose of this instrument as an contrivance now icnown or hareafter inventt;;:, usrrl or desigciul for navigation of or flight in the air) by wbomsoever owned and operated in tha airspace ahove tlie stu-face ir: the vicinity of said property such noise, vibrations, fumes, dusc, fuel particles and all other effects that may bc ca,o;ed hy the oFeration of aircraft landing at or tal:ing off from or operating at or on said Spokane Felts Field Airport, xnc! !h,: t;rar.,tor(s), for themselves, their successors and assigns, do hereby fully waive, remise and relr.ase any right or cai,sr «f a•:tion which they now may have, or which they may have in the future, against the Grantees, their successors and as5ic:is: duC tr, such noise, vibrations, fumes, dust, fuel particles and all oiher effe.cts that may be caused by the operation of ai.~r~.►: lancing at or tal:ink off from, or operacing at or on said Spokane FeItS Field Airport. YES Plo . ~ V APVUCABLE BOX IS CMECKEO. AS kEWEU WHEN RIH!'CP.'' V ANACfNiEr:Y DfTEFiMINES 7HERE t5 A NEEO FOR HEIGHT RESTAICTIONS. THE GRANTOR(S), for themselves, the.ir i.i,~irS, cdaunistrators, assigns and successors, do hereby covenant and agree to refrain from erecting, causing or perur►i?•.iiig to b:-1 erected on the above described land, any building, structure, pole, tree, tower or obstructioo in the airspace of aT ykirid (ir nature above a height in excess of thirty-five (35) feet from che existing elevation of the abovz descriUed laac?, ao,' t'le Gra:itor(s) agrez to take whatever action tnay be required to temove any obstruction into the airspace above thirty-f ve (3-51) feet fi-c,m the existing elevation of the ~toY~~ytU bed land. GCi SPOKANE COUNTY YES NO AU 6 3 0 1996 , vy . T1+EfiE IS A NEED fOR AIflPORT APPROVAI Of UGHTING ANO SIGNS. , APPUCASIE BOX IS CMECKEO, W14.N AIAPOH7 MRt1A.;i;h:1f •S DET;A!A;NE,. THE GRANTOR(S) furthcr covenants and a- r~s;s .s.~+ fil: li;;b?ing and signing w183 e~ ~~~NG the A.irpor4. Y : ~ TO HAVE AND TO HOLD said Easan-►e-nt a-irJ rr,d a(1 rights pertaining thereto, upon the Grantees, their successors and assigns, until said Spokane Felts Fiel(i A-rport ss existing, enlarged or relocaced, sha(t be abandoQed or ceased ko be used for public aicpoct purpose,. IN WITNESS WHEREOF, the Grancar(s) havt:~ hereunto si.t :heir hands this ay of , 19~/ 6 • AN- RAN (S) S[GIVANUR THE PROPOSAL, herein above, haS bZZiI dhc. n:id,2rsi~=nzd represent~itive of airport management for possible impacts on safe operation of thz airport ~ o PE,e,q.t~•►S After recording this easement, please send copy tc Spa:;-w~ a Al,pvr,ts, P.O. Box 19186, Spokane, WA 99219-9186 SPOKANE FELTS F/ELD i4/RPORT ~ _ . . . . . . > - - - ' • RECElVED ~ ' " • SPC)KANE COUNTY ,t . . ~ co-c.... AUG 3 0 1996 , , . PIONEF.}t TITI.H: COi'vti'ANY °P ""'UU"i°tO" D1VtSlON OF UILDIMG AND Pl,q1VNING riiccl for Itccord at Request of BY: TO NQRtf c 11. F"1FP5. 1R. ATTOF:14cY AT LAW 2040 S. PARKWOOU CIRCLF 4020444 . SPOxAN~ wA U-241 Plgc: i af 2 Pt~fEA 0113111496 01:OOP ,TIrt.E: UHO}:u No. /`/c/ 1ITtE CLIiFM 10 $9.00 pctuse co, U . ,tT.i.S ~L! ?~4 ?w ~:t lu~ !u! .►J: IL~ l.:! Ji,~ !J! ra r;,~ rc ,~,5 ;;,t 70 la 1 ' t(AI tuc /(,t :u! ll,;?u; !i1'. /i4 liw Ii,! Ai'. !v'. lti! !G! IG`. iGS :i.'. 13.1', j.': • STATUTORY WARRANTY DEED 'iiir ~.k•~~'~c►k STEEI STUOS, a Washington General Partnership t~ r.,~ arm] ct► C41mi,«.lit." 44 other gaad and valuable cons ideration and Ten Ool lars and for and s.: in consideration of an IRC Like-Kind Tax - Oeferred Exchange r~ In h•rrw) puiJ. aua%t%y."d W.«.nl% tk. SPOKANE HCMC (iUILflERS ASSOCIJITION . ~ t^ • . Ihc foll,min6 JrW:rilxJ mol ctiw1c. tiwatcJ in ttx Cuunty uf Spokane , Sotc ul • , . • . • t. - That portion of the East 10 acres of the East half.of the Hortheast quarter ~ h of the Nortlieast quarter of Section 23. Township 25 North, Range 43 East, 'a.M., lyinq Sauth of State Road b'2; EXCEPT ttiat portion thereof lying North of the . ~ line drawn parallel Lo and 50 feet distant South of the center line of S[ate y ~ Road 12; ANU EXCEP1' 4th /lvenue, in Spokane Caunty, Washington. ~ c'__1 ~231 • L} /O(o s v sua~cl' To: t, ✓ ~ l. last half of 1996 real estate tax. ~ 2. Easement da[ed August 20, 1932, recorded in Volume 454, of Deecls/Page 122, ?a . ~ Spok ane Coun ty , Wl1. r 3. Relinquisliment recorded in Volume 656 of Oeeds/Page 19, Spokane County, Q~ Washington. v . ~ J . • - 96000141co . ~ Fxclsa Tax f iW P . . . ~ Pa~o U ro _ _~y. ~r`.! Ll ~ !10 `CAli)~~?.:15. • : ; ~ ~ p ~ ~ ~7 . s n.tc%j tni. 24 th d.Y Ju l Y . 1996 . ~ ~ Ste u ashington General Partnership ~ BY ..aY. . . . ' C3agco, ~ ingGon G.P., General Part,ner ...a1Partner . ~ .....+.h..,a_z ft . ay S,i . s,rn'i r. 01: wAsiiINc:•ivN. Y.ae , Ganer-al P . ~ C,,,,~, ~ r,wnty o.1 -~"~ane ' . hs V 1❑ K. l31 W-k. d Pd!"tle1" . . r f Qagco, a Wash i r,gton G.P., Jef f K. JXfmon, Kae A. Jdrn", and Oav id S" (,,)p U ~Ii~ p~•~^~.~ h•('•~y~•+t~a-ried - hs 'R.,~131,JC~,?n111<~t l,~i.li`w TiwTSQ ~~~~yrtiS~LIC~S~I,, a Iw~~~i~'iila=.(Ilk-• ~,:~P,1 t.i`'rirE.~tikp~~~lrui~wul.an.l ~~lp.~akvlKall th~l Z~ j,hey .ij;Ir•.1 Ihc v$Ik A. I}lell' Ir~~ aial ~~•I~~~~t~~)aa1 :,~~J ~lccl. I.v IIM u.c%and putI%..cs rl `,~tlltl/l~~ (:I,~(,~ ~J~~, aIr1 .sIlitial %cal If~i. . ZQ~.~I Ja) uf a/~~I • . ly ~j . ~ : G+ Z^ ~ c~ • i, "`if li~i~ . . . ~ aQj~}~ ! .\,NU.~ Pulb~n u~~J b,~ ~r Guir ~ 11'u.fiutra«e. t~ t~ ~ ~ ✓~A :v ~Ql~ e_• O ~ . •:~;:ljnr'.,~'Y,rQ ^`f-j-,til~,;~\":t"``~►:•,,c.r►_,n••,,;-..~,,.,,~..~._„ . ' -1 . . - • ro . ~ O ~ . . ~ . _ . _ ''~-r=," t~*1 ' . _ ' " _ - • ' • • C ~ ► . • . ~ 6 w ~ o ~ ► : x r o^ > rn` , 0 . . ~ a ~ . ~ ~ ~ ~ V ~ . • ~ ~ . o '~~•fi .'i ~~r-.ti~~• .~~~a:~~;, ~ a,.~ ~ ~ lY - - . " . . - i t =3 . - • i r" o ' C . . _ . - ~ °o O _ e (o i . ~ . • . . aozoaaa 1 of 2 . PiONfER li(lE CONPAtPf lU 01131 f 14'96 pi:QOP 19.00 Spoilroe Co, YA . , . . ~ • ~ p rn ~ - ~ , - ~ _ : ~ ~ .r/ll~►►.. OL) (n - • ~ • ' STATL•' OF uASI! I NGTON • . " Caunly of Spokane On day o( Jst 1 v . A. D. 1996 before me, lhe under- •iened, e Notsry Public in end !or the Stete ol Washin4[on duly commissioncd snd sworn, petsonally appeered JEFF K. JONNSON • - to me known to be the individual dcacribcd in and who e:ewted thc loreSoin;, ineltument Ior h1!n sel( and Rs ettorner in (ect o( KAE A. JOHNSON ,i.o therein de•ctibe4, and reknowledQed to me that 46e •iPned +~nel •enled tti.: aame ns I- iS voluntary nct and Jeecl and ws ihe (ree anci voluntA of che swit~ KAE A. JQNNSON ry •ee .n d deed for the uses and purpoaes thercin mentioned, and on oaih ' • _ . . stal wttorney •u►tioricing t}►e eseculion o( Ihi• initn►rnent ha. nol l,een revoked and that the iaid . . ' • " . , . . ' - • . _r~~~~ N is now livinc. ~ ~ and o(icinl acei fiereIo eRixed the c{wv and ear in a . .¢~►iv' 1° Y crlificale aho~~e wrilt ' en. . - ~ ~ • ' • :a► ~ pu~B 1G 'l<-1u• (i iA~•6' p~•~0~ ~ 1 ~~7).'.NF ta.1~•~0 Nofory ('ul.l;c io •nd for t1~e $Iale o) uaSh''(~t~ton ~ 1oifItt0%.e.;d;ng Spokane ' _ p,=!~.~'r.':~,~• ~ v (Ae►now•ktlRn+cn1 M• Stll anJ n Attarntv in Gct. Tieex 1Nk Ictsutsaee Compam. Eo1m l 111 r - _ . --t "'c. . Z i . . ~ y. 0 ' ltia~►r~,°- , . _ . • _ i . '---as ~ . ~ . . . . U • o J~: A. .-t ~ 43 ~ P5 ~ ~ _ AC ` ~ ~ y ~ ✓ ~ ~ ~ 1f ~ ~ - ` .►o, ' i P b ~ T 7 c 40 r , N a 17 ► a. A 6 ~ ~ C /A ~ - 02 . com ;J,•i, ~ ( ~'~n ,.7 70~ ~ s Tco-~'~ p 8 ~ 1 ~ ro~ . ~ ~ t ' )FLL, : k ~ zb ; I R~ ~ .7"1 • , MAP ~pNIC~ , 0~ V~~T Y ~►E . 43 N - - ~ ACr . - . . ~ ~ ~ a 3-3-55 -55 ~ 09 1? ~ BC ~ ~ EEN r ~ ~ ✓ ~ ~~C ~A ~ ~ ~ . ~ -900 RLe~ 01 ~ ~ Bro_55 ~ ~ ~ . . , I oP , 83 C ~ 0~ . • ~ Y t~~ . 1s_95C : 61 ~'f~~' ~ ~4.M' RS7 ~ ~A1 ~ t4; ~ • W u ?J' .~J 238- 25-6 75 ~ ✓ ! . ~ on, ~ 11R~ v'~~~ . ' ~ In ~ ~ ~ ~ ~ V _ ZONE RECLASSIFICATION NO.: ZE-116-83 VARIANCE NO.: VE- 2-84 SPOKANE COUNTY HEARING EXAMINER COAMITTEE FINDINGS AND ORDER A. INTRODUCTION This matter having come before the Zoning Hearing Examiner Committee on May 1, 984, and the members of the Committee present being Kathleen M. Carstens, Chairperson, Kenneth Kennedy and Ronald L. McVicker. . B. PROPOSAL The sponsor, Paul Sleeth, is requesting approval of a zone reclassif ication, File No. ZE-116-83, Multiple Family Suburban to Commercial, f or the purpose of developing a Mini-Warehouse Facility; and a request for a Variance, VE-2-84, to allow a 25-foot setback to the south property line (4th Avenue) and a 15-f oot setback from the north prop2rty line (Interstate 90); whereas the Spiokane County Zoning Ordinance, Section 4.10-080-(d), requires a setback of 35-feet for each ydrd. C. FINDINGS OF FACT 1. That the existing land use in the area is residential, coinmercial, Racquet Club, Interstate 90, and vacant. 2. That the Comprehensive Plan designates this area as appropriate for Urban development. 3. That the existing zoning of the property described in the application is Multiple Family Suburban. 4. That the provisions of RCW 43.21C (The State E nvirorwiental Policy Act) have been complied with, and the Committee concurs with the Declaration of Non-Signif icance . 5. That the proper legal requirements for advertisement of the Agenda I tem have been f ulf illed . 6. That the land in this area is suitable for the proposed use, or uses within the proposed Zone Classification. 0 ZONE RECLASSIFICATION NO.: ZE-116-83 VARIANCE NO.: VE- 2-84 C. FINDINGS OF FACT (continued) 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. 9. That the owners of adjacent lands expressed disapproval of the proposed use. 10. The Hearing 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. 11. The following are additional findings of fact considered by the Hearing Examiner Committee: a) That the Variance request is an issue to be decided by the Zoning Adjustor and not the Zoning Hearing Examiner Committee. D. CONDITIONS OR CONTINGENCIES APPLIED TO iHIS 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 PLANNING DEPARTMENT 1. The Zoning Administrator shall approve a specific exterior lighting plan for the approved area priur to installation of such lighting. (Such plan shall confine illumination to the area with f ull consideration to adjace nt properties and Interstate 90.) 2. Approval by the Zoning Administrator uf a specific lightinb and signing plan for the described property prior to the release of any building permits. 3. A specific landscape plan, planting schedule and provisions for maintenance acceptable to the Spokane County Zoning Administrator shall be submitted with a perfor►nance bond for the project prior to release of building permits. Landscaping shall be installed and maintained such that sight distancz at access points are not obscured or impaired. 2 ZONE RECLASSIFICATION NO.: ZE-116-83 VARIANCE NO.: VE- 2-84 a) COUNTY PLANNING DEPARTMENT (contiunued) 4, The applicant shall develop subject property generally in accordance within the concept presented to the Hearing Exawiner Committee. Variations when appraved by the Zoning Administrator will be permitted, including, but not limited to the following changes: Building location, landscape plans, and general allowable uses of the permitted zone. All variations must conform to regulations set forth in the Spokane County Zoning Ordinance. The original intent of the development plans shall . be mafntained. (It is noted that a site plan redesign will be necessary to accommodate f ire protection and access elements.) 5. Direct light f rom any exterior area lighting fixture shall 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 permits. 7. All current standards of the Commercial Zone, as amended, shall be complied with in the development of this site. 8. That the project is subject to Section 4.16A.050, the Aquifer Sensitive Area Overlay Zone of the Spokane County Zoning Ordinance, which sets f orth various measures for Aquifer protection; specifically, measures dealing with wastewater disposal, spill protection measures, and stormwater runoff. 9. A 6-foot sight-obscuring cyclone fence shall be provided along the suuth property line of this proposal to provide a buffer f or the existing residential use located immediately south of this site. 10. Applicant shall comply with '208' recommendations concerning stormwater runoff and provide necessary landscaping for runoff, 11. 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 building permits. 12. That the provisions of SEPA's NOTICE OF ACTION pursuant to Chapter 43.21C.080 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, or file appropriate documents to the effect that the NOTICE OF ACTION is ~ waived in accordance with Spokane County Commissioners' ~ ~ Resolution #82-0458 dated May 4, 1982. ~ 3 ZONE RECLASSIFICATTON NO.: ZE-116-83 VARIANCE NO.: VE- 2-84 a) COUNTY PLANNING DEPARTMENT (continued) 13. Pursuant to the provisions of Chapter 43.21C RCW, the SEPA Guidelines (WAC 197-10) and the Spokane County Environmental Ordinance (SCEO), a proposed declaration of non-significance has been issued at least fifteen (15) days prior to this date; the off icial f ile, written comments and/or public testimony contain I inf ormation regarding assessment of the proposal's adverse impacts to the physical environment; a f inding is hereby made ' that no potentially signif icant adverse impacts upon the ~ physical environ ment are anticipated as a result of the project; and a final declaration of non-significance is hereby to be issued. 14. A landscape strip and provisions for maintenance shall be provided along the south property line. 15. A light-obscuring buffer shall be provided along the north and west property lines. 16. That only one public access point to be allowed at the far eastern end of the site. Second access point recommended by Department of Building and Safety to be only an emergency "crash gate", b) COUNTY ENGINEERING DEPARTMENT Prior To The Issuance Of A Building Pe rnit: 1. Applicant shall dedicate 2 feet on Fourth Avenue for riglzt-of-way prior to any use of the property. 2. Access permits for approaches to the County Road System shall be obtained f rom the Spokane County Engineer. ' 3. Applicant shall improve Fourth Avenue in a manner consistent with Spokane County TYPICAL roadway section No. 1 minimuw paving width Secondary Arterial Standard. ~ i 4. Applicant shall submit for approval by the Spokane County , E ngineer road, drainage, and access plans prior to the issuance ; of a building perinit on the property. I 4 ZONE RECLASSTFICATION NO.: ZE-116-83 VARIANCE NO.: VE- 2-84 b) COUNTY ENGINEERING DEPARTMENT (continued) 5. The applicant shall submit for approval by the Spokane County Engineer and the Spokane County Health District a detailed combined on-site sewage system plan and surf ace water disposal plan f or the entire project prior to the issuance of any building permit on the property. 6. A parking plan and traffic circulation plan sha11 be submitted and approved by the Spokane County E ngineer prior to the issuance of a building permit on the property. The design, location, and arrangement of parking stalls shall be in accordance with standard traffic engineering practices. Paving or surfacing as approved by the County Engineer, will be required for any portion of the project which is to be occupied or traveled by vehicles. 7. The word "applicant" shall include the owner or owners of the property, his heirs, assigns, and successors. 8. To construct the road improvements stated herein, the applicant may, with the approval of the County Engineer, join in and be a willing participant in any petition or resolution which purpose is the formation of a Road Improvement District (RID) for said improvement pursuant to RCW 36.88, as amended. Spokane County will not participate in the cost of these improvements. 9. As an alternative method of constructing the road improvement stated herein, the applicant may, with the approval of the County E ngineer, accomplish the road improvements stated herein by joining and participating in a County Road Project (CRP) to the extent of the required road improvement. Spokane County will not participate in the cost of these improvements. 10. The construction of the road improvements stated herein shall be accomplished as approved by the Spokane County E ngineer. 11. All required improvements shall conf orm to the current State of ~ Washington Standard Specif ications for Road and Bridge Construction, and other-applicable County standards and/or adopted resolutions pertaining to Road Standards and Stormwater Management in effect at the date of construction, unless otherwise approved by the County E ngineer. I 5 tZONE RECLASSIFICATION NO.: ZE-116-83 VARIANCE NO.: VE- 2-84 b) COUNTY ENGINEERING DEPARTMENT (continued) 12. Applicant shall construct a paved and delineated access approach(s) to meet the existing pavement on Fourth Avenue. 13. Roadway standards, typical roadway sections and drainage plan requirements are found in Spokane Board of County Commissioners'Resolution No. 80-1592 as amended. c) COUNTY UTILITIES DEPARTMENT 1. Pursuant to Board of County Commissioners Resolution No. 80-0418, the use of on-site sewer disposal systems is hereby authorized. This authorization is conditioned on compliance with all rules and regulations of the Spokane County Hzalth District and is further conditioned and subject to specific application approval and issuance of permits by the Health District. 2. The owner(s) or Successor(s) in interest agree to authorize the County to place their name(s) on a petition for the formation of a ULID by petition method pursuant to RCW 36.94 which the petition includes the Owner(s) property and f urther not to object by the signing of a protest petition against the formation of a ULID by resolution method pursuant to RCW Chapter 36.94 which includes the Owner(s) property. PROVIDED, this condition shall not prohibit the Owner(s) or Successor(s) frow objection to any assessment(s) on the property as a result of improvements called for in conjunction with the formation of a ULID by either petition or resolution method under RCW Chapter 36.94. 3. Any water service f or this project shall be provided in accordance with the Coordinated Water System Plan for Spokane , County, as amended. I ~ d) COUNTY HEALTH DISTRICT 1. A combined surf ace water and sewage disposal detailed plan shall be approved by the County E ngineer and the Health District prior to the issuance of any building permit for Chis project. 2. Sewage disposal method sha11 be as authorized by the Director of I Utilities, Spokane County. i I 6 ZONE RECLASSZFICATION iVO.: ZE-116-83 VARIANCE NO.: VE- 2-84 d) COUNTY HEALTH DISTRICT (continued) 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 must be coordinated through the Director of Utilities, Spokane County. 5. Water service shall be by an existing public water supply when approved by the Regional E ngineer (Spokane), State Department of Social and Health Services. 6. Use of private wells and water systems is prohibited. 7. Disposal of sewage eff luent beneath paved surfaces is currently prohibited. e) COUNTY BUILDING AND SAFETY DEPARTMENT 1. The site is located in Fire District # 1. 2. The proposed site plan will require some revisions to provide for Fire Department access to all structures. The required fire flow for this proposed project is 2,500 g.p.m. Fire hydrants which meet the fire flow will be required to be installzd. These hydrants shall be placed so that no portion of the building exterior is more than 175 feet f rom the hydrant. E ach building constructed shall be accessible to Fire Department apparatus by way of access roadways with all-weather driving surface of not less than 20 feet of unobstructed width, with adequate roadway turning radius (20 feet inside and a minimum 45 feet outside) capable of supporting the imposed loads of fire apparatus and having a minimum of 13 feet, 6 inches vertical clearances. The development sha11 be provided with at least two points to the public street. The access locations shall be on approximate opposite ends of the development. Approved numbers j or addresses shall be placed on all new and existing buildings in such a position as to be plainly visible and legible f rom the street or road f ronting the property. Said numbers shall contrast with their background. 7 ZONE RECLASSIFICATION NO.: ZE-116-83 VARIANCE NO.: VE- 2-84 e) COUNTY BUILDING AND SAFETY DEPARTMENT (continued) 3. Restroom f acilities may be required on-site for tenant and employee use. 4. A land use permit will be required for each structure. 5. Trash enclosures shall not be located adjacent to combustible construction or underneath windows or nonprotected eaves. f) WATER PURVEYOR 1. Water Purveyor is Spokane Suburban Water Company, and they will supply the site with adequate water for domestic, fire and irrigation uses. g) COUNTY 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 sprays, tarps, sprinklers, or suspension of activity during certain weather conditions. Haul roads should be treated and emissions from the transfer of earthen material must bz controlled as well as emissions f rom all other construction related activities. 2. Measures must be taken to avoid tYie deposition of dirt and mud from unpaved surfaces. If tracking or spills occur on paved surfaces, measures must be taken immediately to clean these surf aces . 3. All travelled surf aces (ingress, egress, parking areas, access roads) must be paved and kept clean. 4. Some objectionable odors will likely result during the construction phase of the project and from motor vehicles using the site following completion of the project and from occupants of the proposed project. 5. All air pollution regulations must be met. 8 20'IVE R:ECLAS'SIFICAT~ON NO.: ZE-116-83 VARIAI►iCE N0. ; VE- 2--54 h) STATE DEPARTMENT QF TRANSPORTATION l. Reductivn af the setback requirement is not sugparted by this Department. Due t❑ the pxoximity of the proposed warehouse ta the existing freeway, any rceduction of the existing errant vehicie recovery area and ad jacent buildings is nat in the best interest of the traveling public. E. ORDE R The Hearing Examiner Committee, pnrsuant to the aforementioned, finds that the application of Paul S1eeth, for azone reelassification as described in the application should be APPROVED. Mvtion by: McVzckeg Seconded by• I~ennedy Vote: McV'icker Aye Ke nnedy - Aye Carstens - Aye Unanimous to APPROVE to ttie C4IOERCIAL ZOh1E - {3 -0 1 HEARING EXAMINER CONlMITTEE HEREB3I ATTEST T0 THE ABOVE FINDINGS, ORDER, AN❑ VO'~E Aw (~h ' r~ersvn i ATTE ST : Fo r WALL I S D. HU B BAR]] Flan inc, Directar ~y S1EYE Pa17L1L111BI1J1N.7K,L ZiDC11I2g Admin1strat0r D3te: NQTE: See Fi.le VE-2-84 for Zonirrg Adjustor decision, on Variance request for approval to a1Yow relaxation af the south and north property line setbacks of the acivertised property as required by the Spnkane CounGy Zaning Drdiaance. 9 Areas of 100-year coastal flood with velocity (wavc ~ action); base flood elevations and flood hazard factors • not determined. 30 Areas of 100-year coastal flood with veloclty (wave action); base flood elevations and flood hazard faccors deurmined. ' y . . , . . _ .t. 47 g E's.~,o il1Tf~ S ~ ~ . . f ~ ~ 1 i~ 9c A " i Q "tN • p ~ ¢ AV H162+ ~ I l i, ~ 3/1 t1 ' . P ` 3I1N3/1V H14i (b 3nv I ~ D ~ H18t 3AN3Al+ H15Z ~ W IA j) o ¢ A rr A 6 Hiszl t D I ' J ( At'~~l ~ 3NOZ ( 3/1i ~f ' OtL~ M m 0 3NOZ 'i I ~ ~ i Zj ~3`J0 m I 3n v / l~ ~ , ~ I L. - : - 3AtJ ape1J peojliel~ PlO 11l 1-, ' - ,(y I ~~i i l I ~~e ~ i1 J , - r - fa1~ _ 3n t+ . H191 AtfII H14! z ~t~ 3N0~ il Ab M191 3/IV D 3NOZ Zi v'~ ANllt ~ ~ . B 3NOZ 3nrv3ne ~ ~ !x Hl6 1 o ~ ! 3n v • D H15 ' 1 ~1 ~ „ A ; o, m I , ; ° ~ J ,a arr y//6 ~ ~ I £Z Inv (y 11tt; r ' : r 3A1 -7 Hl b ~ . O~ ~ ~ Z Y~ 'VCI , 7 I ~I f, L i~ ± I2 / OO ~ Im 2',~. 3nv~1 H19 ~:O -y I ~ 1 i Alf I:rM I ~ ~7 E~ A!f 77. IILJO ~A~ fC fl ~ r_ , ~ ~ ~ ' A ~ 3NOaN~ 3nr nv I; OI~J`J ~ I~j 3/11tl0 ~ 3ilv ; OZ 'I 3/1d t / f 1NIOdI311NV!!U ~8 3NOZ =YVO/Nf / } - i . ~ ~L-:~ _ - _ { _ o ~ ' I~r~ f - - Taylor Enginerem . Inc. ~ ~ Civil Design and Land Planning principals: ' /'erry M. 7'aylor, P.E. . Stanley R. Stirltrtg rVlark A. Arortson, P.E. Uavid C. Lar.sen, P.E. Assnciates: Scott M. Busclr, P.E. - Fraitk R. Itle, ASLA Chief Financial Otlicer: DR.AINAGE REPORT Ed►vin C. tilngnild ~ FOR SPOKANE HOMEBUIIIDERS ASSOCIATION _ OFFICE BUILDING , < , p4. wAs~~ , ~r ( , • Z Prepared: July 19, 1996 O 32979 ~ By: Mark A. Switzer, P. E. Revised: July 21, 1997 IsT~RE° Na1~~ 7/y~~ ~ . ' EXPIRES 6 ~ l TAYLOR ENGINEERING, INC. WEST 106 MISSION AVENUE SPOKANE, WASHINGTON 99201 (509) 328-3371 ~ 106 W. Mission Ave. • Spokane, WA 99201-2345 •(509) 328-3371 FAX (509) 328-8224 ~ ~ ~ «A» CI~-~~ ~~TA~ ~ , , . , Taylor ' . En lnee.ln ,-~nc. . Civil Design and Land Planning principals: Perry M. Taylor, P.E. , Stanle}, R. Stirling MarkA. Aronson, !?E. David C. I-ursen, P.E. Jul 21 1997 Associates: y ~ Scott M. Busch, P.E. Frank R. /de, ASLA Chief Financial Officer: Ed►vi~~ G. ~'~cignild Mr. Doug Busko Spokane County Engineers 1026 W. Broadway Avenue Spokane, WA 99260 RE: Drainage Report Addendum for Spokane Homebuilders Association Office Building Dear poug, Per our discussion we are submitting a revised Grading and Utility Plan, revised Basin Map and revised Calculations for the subject project. These revisions are necessary because the building contractor did not follow the approved grading plan. The new plan is an adaptation to the as-built conditions. The site was re-surveyed and new drainage patterns were mapped. The swales and drywells have been redesigned to meet the criteria of the GSM. A raew swale and drywell were necessary at the southwest corner of the site. Following your review, I would be happy answer any questions you may have regarding this report. S incerely, TAYLOR ENGINEERING, INC. ~ n Mark . Swizter, P.E. Project Engineer Enclosure MAS/trt/96-073/d rnltr. wrd 106 W. Mission Ave. • Spokane, WA 99201-2345 •(549) 328-3371 FAX (509) 328-8224 i~~7~ . ~~L~~~• ~ p~~TA ~ I i ~ Taylor Engineering, Inc. RATIONAL METHOD , W. 106 Mission Ave. ~ 10 YEAR RETURN FREQUENCY ' Spokane, WA. 99201 • PR0.IECT: SPOKANE HOMEBUILDER'S ASSOCIATION OFFICE SUILDING Date: 19-Ju1-97 BASIN: 1 Designed: M.A.S. :::•:.lttiti4•.L~.tit:Y:::1::.::~:•.l:•.: •.:~:.•.':.~'.~.:1f::f.ltititif.11.-1 v. ti 1titi......l::}::f•::: ~ ••:::::.:.:...:i•:.~.:::.~ . • i :.:::.:Y: . . . .::..•}'.7..~1 . r ' :::v• . . ;.....~.,tihti ~.L v.:v.~:.......... • : •.L . ~ ...J... . :::::••.t•~. K~.S4.titi1 11 1.ti~Y ..::::iii:N - . .............:.ti::~:.:~ 3 . ~;:z:::::::;::~:::>.:::-,•-::::<.:::~4~~:;:~::::::::::: 2 . . . . . . . . ~ ? . . . • • . . . ~ . - . . ..........r :..~r:: . . ,.:.:.:....~•.~~'~~z:::::, . r........... . 4 ~,~x•::.,•:.~. -:-~....s.~..~.~~. ..~::...~..,.:.:w~z>:•.~..,.::;:;..:. ..,.,,..«;t~ , . .:::;:::;:.;:<.:<•.~~•~< ; ~ • ~.:•~::~y rz<:<S UARE"F. OOTAGE:-::<=: :.:':•::`';RUNOEF::.C.OE Y.PE'~OF..-:SURFACE"''~=:~»::~:~-•: ~ ..~1. . , ~ . T:. . , „ - - • . . - - - - - - - . . . . - ROADS & ASPHALT-208 REQD 4,271.00 0.90 3,843.90 ROOF 8 SIDEWALKS-208 NOT REQD 2,136.00 0.90 1,922.40 RESIDENTIAL 0.00 ; LANDSCAPE AREAS 8,289.00 0.25 2,072.25 ~ TOTALS ~ 14,696.00 ~ 7,838.55 TOTAL AREA (AC): 0.34 ~ ~ DEVELOPED "C" = 0.53 TIME OF CONCENTRATION (MIN.): LESS THAN 5 MIN. RAINFALL INTENSITY (IN/HR):(i) 3.18 - MAXIMUM RUNOFF RATE(CFS) (Q = CiA) ~ OVERALL: 0.57 C.F.S. ROADS ONLY: 0.28 C.F.S. ~ SWALE VOLUME REQUIRED: . . - : - ~ asPhalt area x 1/2„ :.::1.7=;CUBIC~:FEET~:,.:•:::~:.:?.:::~::~<:..~.~,.,,:.:..:.~.,~:<;.r . . . .:.:::.,r ~ . : : . . . ....v:.,~.::.:~:::::>:~ ~ . rr...... 356 Sq:.uare feet @ 6" depth 266 Square feet @ 8" depth . , . . . . . E VOLUME PROVIDED: SWAL , ;•.:~:.~::::....,:::•.;•::~::...~....:.cv::r.:~:::.~,~:;::.~.~:::.ti•~ • ..r..r.........-----... 344 Square feet @ 6" depth Square feet @ 8" depth 236 Perimeter of 6" deep swale Perimeter of 8" deep swale Taylor Engineering, Inc. ~ BOWSTRING METHOD - W. 106 Mission Ave. DETENTION BqSIN D'ESIGN Spokane, WA. 99201 - ~ PROJECT: SPOKANE HOMEBUILDER'S ASSOCIATION - - Date: 19-Ju1-97 , BASIN : 1 Prepared by: M.A.S. Time Increment (min.) ~ 5.00 , Time of Concentration (min.) ~ 5.00 i ' ' S:}4.ti tiS•r:K•ti4:7.:::~:5,• Outflow (cfs) ~ 0.30 10g~-o Design year flow (yr.) ~ 10 Area (acres) ~ 0.34 ~ Developed "C" factor ~ 0.53 ' : •::~:~:v". . . _ ::r,:4::~:'f.:~ :i.~.~.~:::: Y:.~:•.'.} . . . . . ' r.•'•.1L ~ `:•t:•:•:''' .~'~titi':•:`:•:•:': ~ . . . . . 'r~l ::::'i ~ •.•~:R V.~.:~.~ ~ ~ - . . . #1.... . :.:::..:~#2......,..... ...::~::.~::~3. . . . #4....::m.r.;;: • : . . . •:..:•:;•:::•.ti.fx+• sf:~ • •:ti•.:.~:...~..;•:.:...... . . - • c:•::::..:.; . . .......:.~:::.~::.~:::,.'•~~::~:;;.titir:. •:rr~~:::~ • - . . . . _ ~ • • , . ~ ~ . . . ~ ' 1♦ 1~• . .....:..:....~..r.... . . i : . . • •>::.~:•.;t~ . . . . . . . . . . - . : - ~ . . . . . . . . . s~~{:~:: ; : ec. mi . -,:V.:x . : . . ,v.,~-.:.:;.:;:.:.... . ~ ~ . . . r•::: ~ . ••rrr . ~ c~ti' 1};. ~ . ::.;~K . • • ' • ' ' • . . . . . , :toutfl ow~#2'~ , #:~,.:::sv.).::::<. ~:t.... . . . . - - ~ ~ . , . . . . ...:..r.:;::. . . . .::~r: ......::r:.~: ~ 5 300 3.18 0.57 230 90 140 10 600 2.24 0.40 283 180 103 ~ 15 900 1.77 0.32 319 270 49 , 20 1200 1.45 0.26 340 360 -20 25 1500 1.21 0.22 349 450 -101 - 30 1800 1.04 0.19 356 540 -184 , 35 2100 0.91 0.16 361 630 -269 - 40 2400 0.82 0.15 369 720 -351 , 45 2700 0.74 0.13 373 810 -437 ~ 50 3000 0.68 0.12 380 900 -520 ~ 55 3300 0.64 0.12 392 990 -598 60 3600 0.61 0.11 406 1080 -674 65 3900 0.60 0.11 432 1170 -738 70 4200 0.58 0.10 449 1260 -811 75 4500 0.56 0.10 464 1350 -886 80 4800 0.53 0.10 468 1440 -972 85 5100 0.52 0.09 487 1530 -1043 90 5400 0.50 0.09 495 1620 -1125 ` 95 5700 0.49 0.09 512 1710 -1198 . 100 6000 0.48 0.09 527 1800 -1273 I-XI : . . . . . . . . . :.{V ~ ~ 1:.1; ti~•..ti : :'.:'N . lf 1r ~ _ ~f.~:.':.':.:'.•:.'.:~.~ . . ~ "V" in =(1.34 ` Q dev. * t) for t< Tc "V" in =(Q dev. " t+.34 ~ Q dev. ' Tc) for t> Tc .i _ i ~ Taylor Engineering, Inc. . RATIONAL METHOD . W. 106 Mission Ave. 10 YEAR RETURN FREGIUENCY ' Spokane, WA. 99201 - PRO,IECT: SPOKANE HOMEBUILDER'S ASSOCIATION OFFICE BUILDING Date: 19-Ju1-97 ~ i BASIN: 2 ~ Designed: M.A.S. . ~L.:.::~~ - . - . : : > : • • ;:~;}k~~: ~:r . . : : . : : : .x•.L•. : ~ : : . . . . . . : : . ~ : : ~ . . . . . . . . •;t;i::•...,,, v . . . . . ti..:::.~:ti ,..~'i .o-er ~ ~ • • r:.~•::!• r~ 4 : - - 2. . . ~ ::1.1.:::.~ ..L . •r:- . ,yxr;:: t:: t:;•::: ,y.;...;:::`::::: ~ .,,....,...r.........,. r:::•::..:..:{•}::ttLv:::::.:~.~ • .....n.x..:~:~::.~::r;.;..~r¢};, r . . , x; . r ~ ::::v . : . v.{{:. ; O f • • : ~..Y.. ~ '.Yyl•1.N'A•.ti:'.}S~ ~ ~ . ~ • i . •:..l.'.:~: f.::... _ : . . E~~;SURF' CE~-:~c,:::::::~ SQUARE:FOO. ,AG UNO~~::CQ~FF;,~;~::::: I~x ~3 ,.T.YP . .......A. ; . . - : - _ T ~ ROADS 8 ASPHALT-208 REQD 3,897.00 0.90 3,507.30 ROOF 8 SIDEWAIKS-208 NOT REQD 216.00 0.90 194.40 i ~ RESIDENTIAL 0.00 LANDSCAPE AREAS 3,128.00 0.25 782.00 TOTALS 7,241.00 4,483.70 TOTAL AREA (AC): 0.17 ~ ' DEVELOPED "C" = 0.62 ' TIME OF CONCENTRATION (MIN.): LESS THAN 5 MIN. RAINFALL INTENSITY (IN/HR):(i) 3.18 , MAXIMUM RUNOFF RATE(CFS) (Q = CiA) OVERALL: 0.33 C.F.S. ROADS ONLY: 0.26 C.F.S. ~ ~ SWALE VOLUME REQUIRED: . i i ~ l:.:t : _ ~ :.:Ltit•. ~ • V:.LY~Y.1V14YhW.hhhh•.~.YAY.titi1W. ~ f • . ' i::::.Y11 Y.... . .~:::.::..:•i:::.::. . ~ ~ i i i•: ~i'i : '..::1{{lff. fl.•..:•:.`.~.':.~1.`.:. . . ~ ' Li'l~{~}•l'•l:: : : : . . • ~ ~U6IG FEE : T (i:i~:>.r~,~<< mPervious area x 1/2 ) ::,:~~r . . . . . . ..::.:.........,,,v.,.,~............ ....~~:~.v:..~,r..:...:...,..,-:w,,,...,...,-........... t. . - 343 Square feet @ 6" depth 256 Square feet @ 8" depth , . :.:::........:~:.:<v~~ : e0~~T:O~f~Q~ . , SWALE VOLUME PROVIDED: . . ~ . . . . . y . . kr::•:;::::::~::: r}r: ~ . . ~ . . • ~ 315 Square feet @ 6" depth 90 Square feet @ 4" depth ~ 88 Perimeter of 6" deep swale 42 Perimeter of 8" deep swale i ; Taylor Engineering, Inc. ~ . BOWSTRING METHOD W. 106 Mission Ave. ' DETENTION BASIN DESIGN . Spokane, WA. 99201 ~ . PRO.IECT: SPOKANE HOMEBUILDER'S ASSOCIATION - Date: 19-Ju1-97 BASIN : 2 Prepared by: M.A.S. Time Increment (min.) ~ 5.00 Time of Concentration (min.) ~ 5.00 , Outflow (cfs) ~ 0.30 epth.:D..y--~ll~:~: ~ Design year flow (yr.) I 10 Area (acres) N 0.17 ~ Developed "C" factor ~ 0.62 - - - ~ : - - - ~ - - ,:k.:: ; . .::x . . . . , . . . . . . 1 •l•'~~ '.h• ~ - . . • •::.~r.e.r: :~:#~:;;;;~:<~<..: ; . . - : . . . : . . ~ . . ~::.:::.:.,~::.~h:.,.:...,... . - - - . , ...::.Yf 'la;.. ..ry..:::~>::~7 ; ..t . ~~,..:..:C4{~:•: ~ 11~''/ 11_•'::::' ' ~ . . - {{¢i:~ ~.:V~i:=. . Q~~'4;...Q.r,"r:':~: . . . . . . : ~ tens~ ~:T~me.;inc.~:.. ~.T~r.►:~~::inc. .:-:::ln. . . . . . . . ;..tY~:`:: . . . : . - . . ~ . . . . . . . . . . ? . . . . ~.:::•r~:: sec. .:.K CU::fti mm: : . ~ .1::::;:> ~~:4:.~::::--~---.~>:~~ . ::t:.::.:::.::::j ~ r~ . F. ~ ir'~ ' . . - w::... ~ ' . : _ . . - : ~ ::0• . . ~ : . ..W. ~ OL'Itfl . -:.::-.64 . ~ : ~ :;E.....::..:..:... . #2 t ~ . . : . . ..1::: , . . . _ . . . . . . . . 5 300 3.18 0.33 132 90 42 10 600 2.24 0.23 162 180 -18 ' 15 900 1.77 0.18 183 270 -87 ' 20 1200 1.45 0.15 194 360 -166 25 1500 1.21 0.12 200 450 -250 30 1800 1.04 0.11 204 540 -336 ~ 35 2100 0.91 0.09 206 630 -424 40 2400 0.82 0.08 211 720 -509 45 2700 0.74 0.08 213 810 -597 ; 50 3000 0.68 0.07 217 900 -683 55 3300 0.64 0.07 224 990 -766 60 3600 0.61 0.06 232 1080 -848 65 3900 0.60 0.06 247 1170 -923 70 4200 0.58 0.06 257 1260 -1003 75 4500 0.56 0.06 285 1350 -1085 ~ 80 4800 0.53 0.05 267 1440 -1173 ' 85 5100 0.52 0.05 278 1530 -1252 90 5400 0.50 0.05 283 1620 -1337 ' 95 5700 0.49 0.05 293 1710 -1417 100 6000 0.48 0.05 301 1800 -1499 , . . :.:..~r::;.:.::~~r~ . i .......~.r l.•:{> :iCi4~v:~.~v?:4::•:S:i•:i::i-: I "V'in=(1.34tQdev.'t) fort<Tc "V"in=(Qdev.*t+.34'Qdev.'Tc) fort>Tc I Taylor Engineering, Inc. . RATIONAL METHOD . W. 106 Mission Ave. ~ 10 YEAR RETURN FREQt1FNCY . Spokane, WA. 99201 ~ PR0.IECT: SPOKANE HOMEBUILDER'S ASSOCIATION OFFICE BUILDING Date: 19-Ju1-97 BASIN: 3 _ Designed: M.A.S. _ I ' I ' ' _ - ' " . tiv.....::.:: •.......:v.:: . .{:.;..v.::•....:::::'~.~~. i}:~:::4}:??:'}::::::.; . :X•.k•. tik}}: _ _ •:'r:: ~ : r:::vi'. . . . . . . ~v . • . : . ~}}}t;:;::}}: " . ~:::.3~'~•~:::~::::::::~::>;:=::::::~ .H.ti..ti411}}ti1.[~tL~11.~} ~.}.A.h.... ~.ti:•.:.:. . . ~ ~ . : .....•.y { .t1•.V.'.ti{Y:t: ..Y:J..V:.•l:.:::ti-f.•.V: J':.11'.tittl.lt5ti•.ti..tYf::Y.:~:V::...~.~.~~.:. ~ . . . ...::•:~:l~f:~::L:'.4 .,{..ti N~.Y J~.t~.W.\Y.1..x..1v.1~:::: : .v:.1.~ . . - . ~ : . : : ~.{h~A.1K1...~ , ~ . .•.'l.'. . } •r . .....~.1ti...~ . . . . . . ti•.:~ . i~iy:v: ' _ . . . ~ • . . . : :FOOTAGE~::•: . RUNOF~~=COEEF~~::::~<<:. ~ ROADS 8 ASPHALT-208 REQD 6,308.00 0.90 5,677.20 ROOF & SIDEWALKS-208 NOT REC1D 900.00 0.90 810.00 ' RESIOENTIAL 0.00 LANDSCAPE AREAS • 3,622.00 0.25 905.50 TOTALS ~ 10,830.00 7,392.70 TOTAL AREA (AC). 0.25 DEVELOPED "C" = 0.68 ' TIME OF CONCENTRATION (MIN.): LESS THAN 5 MIN. RAINFALL INTENSITY (IN/HR):(i) 3.18 ~ ; MAXIMUM RUNOFF RATE(CFS) (Q = CiA) OVERALL: 0.54 C.F.S. ROADS ONLY: 0.41 C.F.S. SWALE VOLUME REQUIRED: . . • ....30Q'~CUBIC:FEET im ervious area x 1/2 , . . . , . . , . ~ P - 601 Square feet @ 6" depth 448 Square feet @ 8" depth , ~ : r:: r: r ' r,.r. ,.Y;. : SWALE VOLUME PROVIDED: USiC~~.~~ :S.TORA~~:: . . . . . . . . .........................................::r:~:.:................... . . . . 568 Square feet @ 6" depth Square feet @ 8" depth 100 Perimeter of 6" deep swale Perimeter of 8" deep swale ~ I I Taylor Engineering, Inc. . ~ BOWSTRING METHOD ~ W. 106 Mission Ave. ~ DETENTION BASIN DESIGN ~ ; Spokane, WA. 99201 ~ PROJECT: SPOKANE HOMEBUILDER'S ASSOCIATION Date: 19-Ju1-97 BASIN : 3 Prepared by: M.A.S. Time Increment (min.) ~ 5.00 Time of Concentration (min.) ~ 5.00 , Outflow (cfs) ~ 0.30 fb- 6--.pt ..v : . y..:::.:.::t.:., s..'..>.x. - Design year flow (yr.) ~ 10 Area (acres) ~ 0.25 Developed "C" factor ~ 0.68 - - - - ~ . . . . : . . . - - . - 4- . . . ti..~~ . . . .~::.:y • . . .k•:.~: . . - . , • •:~..•:.ss•~:::• . . #2.... ~3 . 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A-::-;:C:::.>.#~3 ' see:;lietow . ..:::64 . . f ..?:Lr ~::t....... . . .l: . . . . . . . - ' S 300 3.18 0.54 217 90 127 10 600 2.24 0.38 267 180 87 ~ 15 900 1.77 0.30 301 270 31 20 1200 1.45 0.25 320 360 -40 25 1500 1.21 0.21 329 450 -121 ~ 30 1800 1.04 0.18 336 540 -204 35 2100 0.91 0.15 340 630 -290 40 2400 0.82 0.14 348 720 -372 45 2700 0.74 0.13 352 810 -458 50 3000 0.68 0.12 358 900 -542 55 3300 0.64 0.11 370 990 -620 60 3600 0.61 0.10 383 1080 -697 65 3900 0.60 0.10 408 1170 -762 70 4200 0.58 0.10 423 1260 -837 75 4500 0.56 0.10 437 1350 -913 ~ 80 4800 0.53 0.09 441 1440 -999 ' 85 5100 0.52 0.09 459 1530 -1071 90 5400 0.50 0.08 467 1620 -1153 . 95 5700 0.49 0.08 482 1710 -1228 ~ 100 6000 0.48 0.08 497 1800 -1303 y ~~1. ~l~ i ~.~L'.~:ii.•.•.•..~.~~.~.::~•~•;•':1ti:•.:''.•~~.'.~:.~~i~V:.~.:~::~::::.~.~: i.~ .:..:.:li...... ::C.tJ~itC~'FE ti: i::: . . •.4'::•••'.~::.~ '•:'!J1'.~:::::•:~.~:::.: •:...i:}. . . _ . .:.:.Y:.. ~ l:. : ~ •.1:{ti'..'.'• .tit ::Y::: J. ~ : ~ "V"in=(1.34*Qdev.`t) fort<Tc ~ "V" in =(Q dev. ` t+.34 ` Q dev. 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