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32ND E 13220 STRIP MALL 8 SHOPS WALKER BASCETTA Project Status t,ct,ve ENGINEER' SR.-EVIEW SHEET 32N0 E. 13220 As f3uilt Plans Kcceived Ruildings Filc B00007 Road Plans Approvccl Companion Files: New Road Standards 5-1 5-95 Mylar # Related Filcs: 16 77 Hcaring: Building Dept: B00000314 '['echnical Review: 1'reliminary Review: 01/2712000 10:00 Typc: E31dg l're-Application Large Lot I31dg. Square Fect/4,46 Date Received: 01l19l2000 vo Lots: No Acres: Project Name STRIP MALt 8 SHOPS WALKER BASCETTA Site Address 32ND E 13220, S. 31 ST, N. 32ND, E CLINTON, W. SR 27 Applicant itange= I'ownship-Section: 44 - 25 - 27 YAltCN I.(S): (Ccst 20) Martin J Hill Conditions Mailed: 45274.2910 HILL ARCHITECH Flood Lone \'o 311 W. 2nd Av 4Vater Source SPOKANE, WA 99204 Sewer Source Phone School llisl (509) 624-4959 Fire Dist 1 (509) 924-6629 Phone Dist Oivncr Mike 13aseetta Sr 31 17 S Rascetta Ln SPOKt1NE, WA 99206- Phone (509) 927-7951 Building Ph. 477-3675 / Planning Ph 477-2205 Contact: ROBIN BURfZ1S Date Submitted Descripfion Tnitials Eng Need 1'echnically Complete Eng Need Harvard Rd Mitioation Eng Need Drainage Plans En- Need "I'raffic Analysis Fng Need Other Eng Pay Fees Received Eng Final Plat Fees Compleied Eng I'rionty Fees Received Copy to Accounting / J Notice to Public / Notice to Public # 1 3 4 6 Completed - or Neecls lo be signed Design Deviation Dates (ln-Out) ~ lioncl quanties lor drainage iteiti calculated I-learing Date Decision App Uen Concl Appld BCC Appcalcd ro f3CC Decision App Den Cond ,4ppld Court Appealed to Court Decision App Den Cond Appld Stampcd Mylars to Secretary (Sandy) Stamped 208 Lol Plans to Secre[ary (Sandy) - - - - - - - - / . • ~1~ . 7 12.~2 _ ~A A I_ • • ~ ~ - ~ _ - ~~~i,~o ~~z~- 4wiv4a< ~ - • Project Number: 00000314 In~. 1 Application Date: 07/11/2000 Page 1 of 2 THl_S IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Praiect Iizfoi'f11QtlOll: - - - Pec-nut Use: SPEC EZN:`1 AIL SALES N,OR MULTIPI..E TENANTS Contact: vIA-12TIN HILL (PHASE I) Address: 811 W 2ND AVF C - S - "L: SPOKANE, WA 99204 Setbaclcs: Front Left: Right: Rear: Phone: (509) 624-4959 Group Name: S1tG' If1fOYi11Uh0/1: ProjeCt Name: Plat Key: 003776 Name: H1LLNTIEW ESTEITES REPLAT NO. 1 District: F Parcel Number: 45274.2910 i3lock: Lot: SiteAddress: 13220 E 32NU AVE ONvner: Name: I31TM LLC SPOKANE, NA'A USA 99206 Address: 3219 S BEISCETTA Location:: SPO SPOKANE, VVA 99206-3211 _ Zoning: B-3 Regional Business Water District: 999 UiNKNOWN I-Iold: ❑ Area: 32,614 Sq Ft ti'Vidrh: 150 Depth: 218 Right Of Way (ft): 60 NTbr of Bldgs: 1 Nbr of Dwellings: 0 Review Ii1 fornratiotr: - - -w-- - - - - - - - - - - - - _ ~ - - - _ - - - - - - - ~--Department Review BLT[LDINC Revie~ti, Coordinator Released By: , . Hold Reasons: Penlut Conditions: BiTILI)ING Plan itteview ~Released By: . ' ' Hold Reasons: Pernut Conditions: PLANNIl\TG Landuse Review Released By: Hold Reasons: Permit Conditions: BUILDIl`TG Environmental (SEPA) Measecl r3y: . ~ Hold Reasons: Permit Conditions: :.f ENGIr- n'EER 'Site Drainage Review . . r~~ - . eleas.ed By: - - . _ r _,~i~ - a - C ~ . ~ . . Peim*t Conditions: Q~`~ Q~~'~ _ =.e 40p'_w ' S ~0 -2 • •!~,4, ~ ' , s.I7 O U N -I' Y DIVISIUN Of ENCINEGRING AND IZOADS A DIVISION OF T1iC I'UDI.IC WORKS D[il'AK"TMGNT Williain A. Johiis, f.E., County Cngincer ~ i AGItE, EMENT TO PAY I'EES L'NCINrrIt'S AGREENI.CNT NUNII3ER This a reement bet~veen S okane Countaiid b Y m c _ est in tlie pro'ect is ~vli~s~ ~i~ter~ ti.c. uMIC1, abc:m, em..) . . is entered into tliis day of ~ O , 19 d 6 This agreement is applicable ro the project ~~~owi, a5: , Il_ Sj . /~IM ~ol~l ~ ylt k f 8m C . . i ~~~~ar~~~ltTmtmt~.*~r~1_~~ / -3 2 Z.O E: -3 Z 5/00/-f-A /U6--' C.Lo~~ Tliat the indivicluals aiid parties named herein as liaving an iiiterest in the above describecl property or project agree to the followiiis: 1. Reimburse Spokaile County for project review and iiispection fees as specitied in Chapter 9.14 of the Spokane County Code. Tlie fees will be basecl on actual. salary costs incurred by Spokane County for project reviews and / or i»spectioiis plus a ten percent adiiiinistrative charge, and will be billecl monthly as aceruecl. Aiiy billing amounts clue, inelucling any exPenses incurred i» the collection of an overdue account, must be paid prior to the County's acceptance of tlie project for filing. lf a rroject is approved ancl/or filecl witli a balance still owing, the unpaid bala»ce shall be paicl within 30 clays of tlie invoice dale. 2. The unclersigned agrecs ihat tliese fees are due and payable uPon receipt of the billing as specitied above. 3. Any invoices ilot paicl Nvitliiii 30 days of the i»voice clate will be considereci deliilquent. If any outstaiiviiig balance on tlie account for this project is not paid within 30 days of the invoice date, no Curtlier reviews of the project documeiits will be conducted u»til the eritire account balauce is paicl. Any balance on the account for this project not paicl within 65 days of the invoice clate may result iii legal action or the iiiitiation of otlier collection procedures, including referral to a ' collection agency. Tlie Sponsor will be liable for aiiy ancl all expeilses incurrecl by the Couiity for the collection of overdue accouiils. 4. Tlie montlily billinb slioulcl be sent to the attention of: N A M C : I;azl 4 /,;4, ADDRESS: 3,2 SCe-.~~ C[TY, STATC: ZIP CODC: PIIONC N: 50 PI-IONL f! 2: rAX b: I tincJcrstancl that failure to pay tliese fees may result in delay in completioil or approval of the projcct or other possible sanctions. . D If this fee agreement is co►nPletecl by someone other clian the Sponsor (i.e., the project owner or a principal in the firm sponsoring the project), sucli as the Engineer desisning the project, tllen writteil authorization from the Snoiisor speciCcally autlioriziiig tlic Ageiit lo cxecute this rec Asrccmcut is attachecl to this Fee Agreement. . SIGNA I'URL L3Y: (I'RINT NAMr) , . ItCl'URN YrLLOW COPY TO SI'OICANC COUNTY rNGINEI:RS k\nag«er«.tioc 318/99 1026 W l3i•oaciway Avc Spolmiic NVA 99260-0170 (509) 477-3600 FAX: (509) 477-2243 '1'Dn: (509) 324-3160 , ' q * LETTE'R OF TRAIVSMITTAL County Engjneers July 25, 2000 Joel Lee, P.E. TVietro Engineering, Inc. FAX: 624-8I 53 Re: Storrn Drainage F'lan Review & Acceptance Bascetta Strip Mall @ 13220 E. 32nd Joel, Your drainage report and plan submitted on JuIy 12"' have 6een reviewed. These items are in ouerall compliance with the `GSM' and are acceptable for constnaction and pertalitting purposes. The only ini#.ial question I had was regarding the raof runoff, The roof and rnecharrical plans indicate rnetal roofing and sheltered & curbed HVAC urdts that are isolated from the stormwater system. Therefore, the direct discharge vf the downspouts to the drywells is - satisfactary. Iwill avvait any owner initiated pian reuisians, otherwise the County Engin~ers can release their partion Qf the building permit at any tirne. Per current policy, arecord drawing of the drainage system wil] be required for this cornmercial development prior to issuance of the Certificate of Qccupancy. Feet free to call rrie at 477-7257. SincerelY, Z/// ky //df W'W . Gary W. Nyberg, Plan Review Engineer gwnlg:lcomml1300007:review-accept.doc ' • RECEIVED ~ 2 2000 Project Transmittal SPo~~~ ~ OUN~Y ~r~GINEER Division of .Building and Code Enforcement Traiisrnittal Date: Wednesday, July.12, 2000 Site Address: 13220 E 32ND AVE Project Number: 00000314 Parcel Number: 45274.2910 Zoning: B-3 Fire District: FD 01 Permit Use: SPEC RETAIL SALES FOR MULTIPLE TENANTS (PHASE I) Applicanf: MARTIN HILL Owner: BITM LLC 811 W 2ND AVE 3219 S BASCETTA SPOKANE, WA 99204 SPOKANE, WA 99206-3211 (509) 624-4959 Contact: MARTIN HILL Arch/Engineer: MARTIN HILL 811 W 2ND AVE 811 W. 2ND AVE SPOKANE, WA 99204 SPOKANE, WA 99204 (509) 624-4959 5096244959 Contractor: OWNER 0 000000,00 000000 ( ) - 0 Building Landuse Engineer Utilities Health Fire Dist Assessor SITE PLAN x ~ ~ x x DRAINAGE PLAN X ~ LANDSCAPE PLAN x x x ~c DRAINAGE REPORT 1 ~ AGREEMENT TO PAY ~ FEES CONSTRUCTION ~ DRAWINGS Comments: Coordinator RBurris ~ . 1 ' . OFFI CE OF THE COUNTY ENGINEER SPOKANE COUNTY, WASHINGTON Project: STRIP MALL Address: 13220 E. 32nd Tax Parcels: 45274.2910/.2911 Permit Type/#: Commerciai Building/1300000314 Engineer's File B00007 Contact: Martin Hill, Hill Architects Reviewer: Gary Nyberg, 477-7257 . Meeting Date/Time: 01 /27/00 10:00 a.m. The Development Services Deparfment has completed a preliminary review of the above-referenced project. The following items must be received and accepted prior to release of the building permit: [ ITEMS OF SPECIAL IMPORTANCE ARE IN BOLD PRINT ~ 1. An 'Agreement to Pay Fees' must be completed and received by the County Engineers prior to review of the civil plans & project. (See yellow form enclosed) 2. A site drainage plan & report shall be prepared by a Professioncl Civil Engineer pursuant to the Spokane County `Guidelines for Sformwcter Monaaement'. The contdct regarding the road & storm drainage plan review and acceptance is Gary Nyberg of Development Services at 477-7257. (See attached blue forms for minimum plan requirements) Record or "As-Built" drawings must be prepared by the Sponsor's Surveyor or Construction Engineer, as outlined in the Spokane County `Stondards for Rodd dnd Sewer Construction' for any on-sife drainage improvements or off-site road & drainage improvements. Drawing cerfification must be made prior to issuance of the Cerfificate of Occupancy by the Division of Building & Planning. PLEASE NOTE: Soil Conservation Service(SCS) maps of this vicinity indicate 'Garrison' complex soils, which are very deep, gravelly lodm soils that are pre- approved by the County Engineers for subsurface disposal of stormwater by stdndard '208' swales and drywells. 3. The subject property is affected by the "Decision" and the "Conditions of Approval" for the following land use action: * Spokane County Zoning Change No. ZE-41-92 * Hillview Estates Replat No. 2 (PE-1 677-92) Specifically, direct access to Clinton Road from lot 10 is prohibited by the plat. Spokane County Engineers ~ - J " . 4. The subject properfy is within the following special regulatory zones which may affect the development plan: . * The Aqvifer Sensitive Arec(ASA) which requires treatment of stormwater runoff by '208' grassy swales from developed surfaces subject to contaminants. * The urban PM 10 Non-Attornment Zone which requires dust-control surfacing on vehicular parking areas and traveled ways. (See SCAPA Comments) 5. An Approach Permit must be obtained at the permit center for the new and abandoned access points to 32^d Avenue. The permit contoct is Sylvia Lightfoot at 477-7151. . ~ The corner clearance for the western access point should be 150' minimum to ~ reduce arten 'al conflicts from left-turns off 32^d into the property with leff-turns off ~ ~ Clinton on to 32nd. The second existing curb-cut from the corner is satisfactory. 6. Parking and traffic circulation patterns shall be shown on the site plan along wit the appropriate pavement marking and signage, for approval by the Spokane County Engineer. The arrangement of parking stalls, turning radii, and travel clearances shall be in accordance with standard traffic engineering practices, zoning regulations, and fire code. Back•up maneuvers to/from a County arterial are prohibited, and parking shall comply with RCW 46.61 `Rules of the Rood'. 7. Utility Condition: Permittee is responsible for arranging for all necessary utility adjustments, relocations, or improvements as required for completion of the project, including completion of the required road improvements. The developer needs to contact the purveyors of each affected utility regarding private service, utility improvements, and any relocation or adjustment costs. 8. Additional Road Information: The County Arterial Road Plan identifies this segment of 32^d Avenue as a Principal Arferrol. The existing right-of-way width plus 10' acquisition strip dedicated on the plat are adequate for existing and expected road needs. In summary, the following items must be received and approved prior to the County Engineers releasing their porfion of the permit: . Agreement to Pay Fees Drainage Plan & Report Please direct all submiftals to Robin Burris of the Division of Building ond Planning. ~ r~~~~t ar s'~ o~ra/ ~ . . . ~f ' ar ~ • ~s G~/r ~s Spokane CountY Engineers / 1w "RECEIVED JAN 1 9 2000 SpOKAP1E COUNTY ENGINEER Pre -Application Transmittal Meetifzg Date/Time Division of Building and Code Enforcement 1/27/00 e. 10:00 AM Transmittal Date: Tuesday, January 18, 2000 Site Address: 13220 E 32ND AVE Project Number: 00000314- Parcel Number: 45274.2910 . ' Zoning: B-3 Fire District: FD 01 . Water District: UNKNOWN Applicant: MARTIN HILL (509) 624-4959 Contact: MARTIN HILL (509) 624-4959 811 W 2ND AVE SPOKANE, WA 99204 O ~ Occupant: _ O Permrt Use. PAC 1/27/00 @ 10:00 - SPEC STRIP MALL FOR 8 TENANTS ~ , Notes: ' Comments: . Transmitted to 7,S.4pokane ' following Plan Review County Air Pollution 2el-Landuse ❑ Water District VD'ivision re District ~ ❑ City of Spokane Water of Engineering M City of Spokane Sewer /Division of Utilities ❑ Wa Dept_ of Transportation ~a-<Environmenfal Nea/th Disfricf ❑ ❑ Liberty Lake Sewer ❑ - Coordinator RBurris Page 1 of 1 Parcel: 45274.2910 Owner. BASCETTA, MIKE CoOwner: ~ Owner Address ~ h.~ - 3117 S BASCETTA LN SPOKANE WA 99206-3211 USA / ~ . Site Address _ 0 ADDRESS UNKNOWN SPOKANE ~ Legal Description eUl - HILLVIEW ESTATES REPLAT NO 2 LOT 10 BLK 1 4 ~ ~ { t 1St ~ ti ~ , , . . . r 0- r, / ~ ~ Notice: This is not a legal document. Data depicted on this map is general & subject to constant revision. It is intended for reference use only. Legal documents should be obtained from the appropriate agency. pa rc el: -45274.2 91 1 Owner. UVALKER, ELSERTA CQOwner; 5373.~1 ~Gra.~lu 4no fa.dl ~Z~a u~u ~a U~ 5 4wner A~ldres~ a974.21 w ¢s 74.21 a7 73. y 45 74.21 3 5274,~74~ 7924 E SPRAGLJE AVE SPQKANE WA 99212-2939 LJSA 5 73,081 `274 Z10F - -r 3.08 3~ 1 5274 4 ' 5274,470 rrs~~ k a 274,49 D Site Addrass - - - 5274.471 4 AD[}EZESS UNKNOWN SPQKANE . 170 9274,220 4 r 5274 071 4 274.44 1 Legal Descriptian .17t s ~p{ 5274.2zo 5234,rni ~ H1LLVdEW ESTA7ES REPLA7 NO 2 LOT 11 BLK 1 a ,11 1 S~ 5274 220; 5274.471 4 M3 ~.170 7a~ ~ 5274 22~ 5274.67 ] ] P4 4 7 1 ~ i 8 4 73 113 i 27 ,2 4. 5274 ,07 i 52 . 105 5274, 071 73 1 4 73,16?3 402 5274,071 I a 4 73, 18 2-0$At?3. 1 _ ~ ~ r C5342.0501 9 ~ J44z, ~5342,0 5~ 45341,9044 4 '-~5~4~. 07 4 343,04 la' ` 5342.6SD~ ~ • , p 5342-0SQjI 45 2 ~ ~ i ,41 4 2 9 . 5342.650~ . J~M, ~ A ~ ti 5342,056i a azo~~z , . ~42.aG 1 4.3~206,}; 45341.9044 Notice; Thi3 is not a legal document. Data depicted on this map is general & subject to constan# revisfon. It is intended for reFerence use only. 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' n Z??, 2~s 6a 3 7q s - A ~ z ~ ~z ~Oa T43Z t t z 3 8 w _,..r-- ~ 14 Av E~' -t: ! Z 11 10 9 m 2,,ti. 1 1' L .1 g ` ..23 ` y'^ ~ e 7 1~„ • ~ 29 ~ 6' h s c ~ 9 0 ~ E J ~ r { ~ •!c~• ti 7 4 x 4'~. ,L~~ ' ~ l 1 tS ! • ~ : ~ ~ , • ~ : o M~~~ . ,,y ; . f : r i ~ io ~z 13 ta ~ p s~. •t. ,,,t.. , Z Z ~ ; '.:r?~ 1 ~ w ~l , c 1e ~ r ~,1.. • ! ' `1 ij: s.+• ~ IJ ~ r 9 r s• ~ ~a ~z,~:f ~ ~ ~'t ~ ~ ~ z~ ~ ~ ~ T lt ~ ra i.;~~ ~ :~n~ ; . . tG rS ~ » G+D t.s._ .j.~;•iti: 1 1~~ • _ / 3.~' ~3 tl Vf @r. Aw , ~ ~ ~ q Ojy 1 'Sc 1 ~ ~ QZ~, `~:Y • t r • S. j w~ f o ~ ' ' .,,i 3 Y Z - ~ s/v ' • • ' • ~ • ~ Ct e 'J 3 ~i ~ O ~ 2' . ~ ~ ~ ~ 5G • •Q e4 i .S ' Q /S /L ~ - OG 2 ° Z~ ~ s 10 4 ~ 4 9 S 4 C ~ ~ ~*a e ~.,i , ~ • ~ ~ ~ ~ ~ _ B - • ~ ~ 10 ~ 3 9 ► s £ ~ ~U s •.~--Q ~ ' . - _ 3 a , ' t Z g ` ~ ' v, I. ~ L o _ ~7 p T ~ ~ ~ ~ .•O'.- ~Q Ed~t ~ ~ ~ f~ ~CV~~ . . . . . . > 60 Av ~..~,,v~'c. 4 S 14 Nc -~b t Zr.? P • - ~ 10 _ . 1~ ~:a O ~ 4. The platlor daes hA►Eby dedICQke f#rGVtF t}Ie Skt'CEt 9I1fl4M11 hEmotI f4f pllbIIC road purprrses. 2 --Noh dirednrfalldwo_ fra-m Lots A 10 #W'Glatnr2reet_ N I I Li ~ v~ , A pu6ric sewer system wR! 6t mode crakbk for the plat, cnd individW senice will bc pro*W fo sach { Iot pnnr to snle . Use af ind'rvtdual on-sAe sewuge disposal systems shall not ~e aukMnzed. W a ~ E S89•58°00'E 122. ' Use af privote wells and water sys#ems is prahib'Ied. F ~ ~ ~ 199.if1' lltifity eosemerrts are hereby qranfed to the ser►ring utility companies over a z ~ ~g~•5~'ao"~ 10 wide strip adjaanin(I all public raod righks o# w4y, as platted and shown I herean. An 8' Easemenk as shawn hereon ls peovided for Utifity purposes. ~ Drainage eosemenls, as plqtfed and shown hereon, whieh fvr the purpose of RI~ E1320r installing, operat}ng and maintaininq droinage swales and drainage facilities to ~ 0 1011 1 1Q_ #IIRy fo" dispose of runoff, are hereby grartted. The County af Spakane is hereby o~w~ EASDAQ granted khe right of inqress and egress ta all drainage easements adjocent ~ 5' ~ButVding Set~ac ko fhe public right af wcy. The praperty owner sholl mQintain the dro3nage / bI g swale with Q permonent live cover of lown turf, with optional shrubbery and - - - - Y~ ' ~ 11,875, sq, or trees, which da not obstruct the flor~ ar~d percolatian of storm drQinage ~I water in the drainage swale as ifldicoted by the approved plans, _kL -i The owners of Lots 1,2, 3, 4, 5, 6, 7, S, 9, 10 ond 11, of Block 1, shall ~t '~E be hefd responsible far keeping open and maintaining the path of the natural S 8 9 3 9 a c or man-mede drainoge fPow aver and across the propertY• <D j; V) 3 The proper#)+ owner or his rapresenkative shall inform each succeding purchaser of aII draincige easements an the prapert}r pnd his respansibility for mainkaining c#rainage U) , fac'rlities withir~ said easements. W z o~ ; • 1 Spokane County daes not oceept the respansibility af maintaining the drainage course ° ff) i 32, on pnvole lots wikhin drainoge eflsemenls or floadplain araas, nar th$ respansibdrll~ 3: ~iv ~3o' 40'1 ~ for any drainage, ~rhatsoever, includin4 but not limited ta inverse condemr~atian ~~~~'s . . _ . . , . . . . . . . ~ N ~ Ga ~ Un° a , ~aa ; t, r ~ ' gUilding ~ r ~pr-3()C). ~ ~ f E'~~ ~,t 47 ~ I ~ ~ t o~`P' -h' 1 40.53F ,:59,00*E GoI~ ~ 13,0_614` SCI ~ Q ~I I ,,y ~~{~}Q4~+ Jy ~ 9UA~+~ 36 future X`:q"f~~' 40$ .r ~lp 903g 00 - . CLc,#j ~ ~ ~ . ~ ~ ~ _ - g;0V Ya , i ~ rrau~F~~~ J ~ M111raM1'91 ~~3 DEDICATION - - - '--K*/IHh' ;l~EN ` UE ' CURyE DA TA AUDITOR'S CERTIFICAT6 ~ , ~ r-----------r---------- QQ1 Nl IFN Bf flESE P6}YA1S Ihd Y3~ Bmc21c a i.~ r+~ Jmq~ P. ~o vd A.C~ B~ ~ I I ~ m ~ !l311 h d Sml ! P't m hj tutad au i~ tae roxd b M ddW do leb m." Bhdo Ur. krd ~qn taa~n m 101NFA ~S I I I ~ e. e9'49'30' e. 8748'21' r4al d-B~iyUACII/ . - Ii9w ro. t ona arelaribea a itm, a. aaoo• a-,s.ao' I I ~ I I I = Tha1 portion of Pmrel'A' ot SINDIIIC 9iE PWI T 19.94' T = 1 5.15' N0.8' aaa&ng m plct racorded in Boah i o1 Blnding Sile Pkna. page 8, dnmbed m ldlors QLOCK 1 I i L• l1.35' l- 20.30~ I I I I m ~ • 8egtn at tM Sx cmner ot 'CUNfDt! M0111Otf. aa rooorEcd In Volumo 17 of Waid. page 16; Nente S Bff 58'OD'C, dang the SouN lins al eoia CliMmn tiOdiGan, 121.00 2 I 3 I 4 1 C. E9'S1'30' A. SB9Y~5' foel !o the SE comer oi eoid udiUen; Ucnce w ari2')GE, atona the Eart Gno I I I R• 20.00' R~ 150.00 EQUTAMENT & PROCEDURB oi ada MEiUon, 214,00 teas ta the r+C eomcr ot sate tieahha wnlrn Ia auo on ~ I ~ i- t9.45' 7~ 63,37' tne SaAn Gne at lot 2. 6~oe~. t al 'NtLL 4tW ESrAtES I~PUT tro.Y, w reeobw I 1 Htl HEw [ AtES RERAt No t ~ A I6m C~I-I I~ 9fi~ ad a fidllmra I I L= 31.37' L= 15218' in Valume IG d Alob, pa9e 98; Ncneo S E696'0(rE, abnq the South Me ot eciG I 1 I~ Repbl, 30800 leet to Inc SE corner al Lm 4. 81ock i ot salA Acplak Uervce SEjSS'00'E )c6 pp' i mlmdhon~ 5 OP12'JON 517.4I leet to Ne NoM Aqhi o! .oy (R/W) IIM of 52n0 Avenw: , lh 38,52' mca N 8539'00'W, along eai0 R/W. 406,05 laai lo Ne Be,plnrtinp ot a wrve I 110.99't; r. 156,50' canmre to the NortMmt xIU 0 rodiun 01 20.00 fa6l: Nenu NootxpteRf, Wauph I 1 Zq~~ a c~al a rqk ol 84D1'Jff. an arc acataMO ot SI.71 tact to tna cn0 at cur.a: LECEND 1,1¢nce N 0412'SVE 2Bi 09 feal W 11w Pant ot Beginning. 1i . a , I I 12673, sq, ft. } r • k If1 rtta cq Ih d6!11M c m nld 5lwote In t-la Caur.ty, ot Spe2ane. Slotn ot Waehlnqton. 2 ~ w` I1D73. sC. f t ryq T` +r v . = fud t rda 61x XG Side ond nar 1°rd s 1Ea+s sMI M dnlsmFed d tM ame ei°'Idn9 perm Rr m o • Sd 1/( I~aS1~49p reWriYard afid wLw Utwe rolbocYs mo cpacifcdly drofled on this llml plaL The xl6acb ~ o n is.n Y%1?; =5ldivn~ Intlka'stl x~fv plat may be wried tram A D~t :oirM9 opPm'mb an ob:eneC 0 E1322j~'~ ~ 4:.__ • •ro.~«w.a TM pi6fc .ata arrtem Dunuar~ ~ the Nuln Plon ~proued Ey Lovnry and 54ate I ~ - < }g. v~4S.Opf MeaIN wNaftiw. Ne lad Fire Pou4eelkn DietM, Cantr 8ufdlnp 6 SdetY ~meM ~ h--p 4 *1. ' Q tI Installed iilthb thend e µ&ant Im r. ehdi tar Indlvb Comn!kisMaubdinaadee m.cE m Qre tKlbn ° w 8B~?}J• !y 1 411~~ QG~ u..,a "i_ ' ~mor-~ to wc~ kl pia lo s~aM of wch bt cntl prla lo utor waKe ol o Oulldinq pennR (or o ~Rl i ~ p.sp' 13,735. s4 f c' ~ eah lol r„ Iz1e0. So rt.1 10310, COUNTY OFFICIALS The pi.iMr don hrm4y dedicole fomwr the Stred davn nenm fa pud4 ime qrpm.s. I ~ p $ lv T. S• ?T ~ ~ I z ~~~U ? tJ• ~~p NDB'Q9Vi'E(fl) . tb 6rod occese wo Ee Awod ham Lob 9 d 10 lo f5don Rre:t m c~m."~'"`"in COUMTY 1REASURER 5 " m I hrc cdst mm the uuea smn a, tk Mdn ea Ina ~e hm A pfiic :.e ~m fi be m~fe addlc Irc tlie Flut, ad Furisd xevk ri be pn+ided p md ~ 3o' ~ i 32 14466~ sa i t. ,(Zdc) ~ ! ~ . bf pna to wi . Uu af in5xidid an-site sr~+age d'i~d sjstnre sfiall not k auWiltm W o I I y~?g , i ~alE Ilt~ d~ , 1. SE9'50'00'E 122 00' ~ 47 OJ ~ o z , i(~ u dj n ~ ♦ .U Use d' a relb and rater ems in 'bited. m ~ /"d Om'~ ~ P~ S G. 52• h,~ti~ n n I 'CAtlM) TfC09WCi / i• ~ o ~ 19916' Ullity eceemenb are haeby qranted to the aerving utility componin rnar a ~ 3}$t~ ; ~>~~~j, ~ , l0' +ride strip odjoining all pu6lic road rlghts of woy, w platted ond ~own I ~ ~99!'00'E OpUNf1' ASSE$$pR M , ~ 5~ 1ti F~ z ~ (~rt~ y~ f ~ ~ d~Get.n~ti {q,~ hereoh M 8' Eaacnt of 3hown hcreon Is rovided (ar U(cI~ u 909. I P ~Y D N~ o rk~uc s~s a+ rzcn 0 ~ 50 , Scc6okw, t~ C.~.~.y Drainago cmemenla, w plalted and ahown Aereon, rhich for the purpose at m ~ E132pQ / ~ ms~inN 2E13208 y,,. 'a ,!b9o3, sq. rt. ~Mty Ns~iJ U InstolUn9, oDe+af and maintainN'9 ~ dm' ewaies and droi~9e taifliaa to - - ~ ~ ~ • T diipme o1 runof, , ore hereby gmntad, flu County of SpoAane io hereby oa grontcd Ne dght ot ingrm ond egraa to all drainage eaxments od'pcen1 Ll"f; 7 COUMY EMGINEER tn the Qu61ic right d wof. 1he property owner shdl maintan the droinage / . J ^.9i ~ 9 0' r tD309 8a ~t N 1L954, sq, ft. frQ laimad arf qqaad '_8 ~dN d~ 1933 swalo edh o permanont 4ve cova ot bwn Grtl, wfih ¢pUanol shmbbay and r ~ m a or Irees, which do not obetnut the flar and perrnlation af starm drainaqe 11O7i sq Ft. water in the drainago ovialo ao indicoted by the approvad p0ans, IR e una.r-1 i°, ~ County Engheer A-VE „ I! ~ IIB,DO' 190.00' i ; 14OJ1' 69,47' Tha awnera ol Lots 1, 2, 3, 4, 5. 6, 7, 8, 9, 10 ond I1, of poek I, shall llI1LIiIES DIRECTOfl c~ be held respontible la kaping open cnd maintaining Na pclh of Ihs natural 589'39'00': 218.00' S89'39'001 110.00' Fjcmixd wil qgmwd~ _ yo/ rif}~1~.i'FNFbR, 19g} or mon-made droinuqe Ilos wer ond acrox the propaly. n I lhe pioperty owner a hu reprettntai'r+e alaA inlam each succcd'uig purchaxr I r~ i UUl-.bn Drrcctor of al tranmpe easemerb m tM Praperty md his resporuraty fa mairAaininq drmoyo focilities %ithin r1aid easements. i ~ I W g; 10 PtANNINC OIRECTO~~~ ~CCU6` Fissura ora cmtwa ttis da, d J c 19D Spolcana Caunly doea not acapl the respomb~Tity of moinleinmg the drauaqe courx w ~ n 32bN. sq ft~ 9 ~ 11 ~ ' an Pm~ oL bto elUin draira9~ eosemerds a IloodG~~m areas, nor Nc re~neibi(AY .m ~ - 0 3~500. sa Ft. ~ / N Pianni~..C Y2 fw anp drdnope, wfiaUOever, incluCinq but nat limited to itrmrse condemnation s = ~ $ y5 ~ to arry proper4es dae lo deficroM conslruclion and/ar maintonence of drauioqe Z d~ ng Director cowsce in dminage eoaemenW on pAvntc property. i~o u•,ny ta.~~i HFJd]H OFFlCER r I ~ • ~_----b - - - - - - - - - - - - - - - - - - - - , Gm;ota ad Wma ft J S ~rd _.S.tfSs1953 The bwest bu~dng opening, mcluding Dasement' opening, fa any DuiWinga ~ - wI , on lnb 1, 2. 3, 1, 5, 6, 7. 6, 9, 10 and 11 Blotk 1 ilqll be Mgh enough -"---_i ~ 15ao5' ~~rc rwu. ~w~.n.~ a.,~~'----2moo' R ' - - - - - - - - - - - - - l.~- • ' ° ` to olb~ a minimum slope af 3% awoy from the budding m 10 feet. NB9'S9'UO'W ti09,0~' ,oolth Olfice' r All drainagc3 shall routed oway Iram the building to naturot drainaqes or othcr lawful dralnoge featurCe. • ~ 1 ~ SPO1WlE COUNiY COY411SSIONFRS S8939'00'E J GT fD IM R7t m Wprma "qIM bl tSfourrly Canrrrmknen d Spalait ro-e e n nr. .111304m m l'%---4C h9 1991 `wa y.. ~f. n. ~ n ~ ~ Commiscioner9 ChalrpcBan w'AIiN6s rhCPtor, we I~eie AQCUdo xd ar haid aro arroxd o,r aed mb~,b=.edy { d.L~lcua~a~,14'ii N Mike Baxetto Jos ph P. Bascetto Ruth Bascclta FINAL PLAT OF ACKNOR'LEDCEMENT BASIS OF BEARINC N eear:p of s e9`39'W[ a" u~ centerfiK af 3ti+u hmw a, pa xu vrr Mehs, A SGl[ Cf ll4GTtl ~ SS rm u~ n~e Bai+ al Bemtig fa I,hn Ptat • Q~U~I U SP'J'A[ A PLAT IN A PORTION OF N h%-LG:t e4 elVo,.4L- 6icr 19u.be~ft persyraiii "eveeWin emft m luf uporate propdhf, Jaseph P Baacelta end RiAh Bmcetta, lus6ad arA .if4 as the THE SE 114 OF SEC.27, T25N, R44 EiVM ndvidials rho neuAed Itre nU'n and forcaorw in36umerd and aW+o.kda ti: sarne U . ~ ' • J , f SPOKA.NE COUNTY HEARZI\TG EXA.IYIZNER COMMYTTEE FXNDrNrS OF FACT. cONrLUSI()NS AND ORDER, ZN'Z'~.20DUCr1 IO1\T This matter has come before the Hearing Examiner Comnlittee on NOvember 19, 1992. The members of the Committee present are Jane Alyers, Chairpersoii; Phil Harris and Harry Gibbons. PROPOSAL The sponsor, ~fike Bascetta, requests approval of a Preliminary Plat for 9 fotir-plex lots aiid 2 commercial lots (PE-I677-92) and 1.one Reclassification from Regional Business (B-3) to Urban Residential-22 (UR-22) foi' the four-plex lots wichin thc Aquifer Sensitive Area (ASA) aiid Aii-port Overlay 7oiles (zE-41-92). rzNDzNGS Or rACT aNn CONCLvsz0Ns 1. The property is generally located in the Spokarle Valley on the northeast corner of the intersection of 32nd Avenue aiid Clinton StreeL in the southeast 1/4 of Section 27, 7'ownship 25 N., Range 44 EWM, Spo~:ane County, Washingtoll. 2. The cornmittee adopts the Planning Department Report as a pim oF thiS record. The Planninb Depar~tment has recommendeci that the proposed plat/rezone be approved as conditioned. 3. The existinb ]and use(s) in the area are four-plexes and ~~partments to the west, four- plexes to the north, mini-warehouses and a convenience store to the east and farniland ro the South. 4. The proposed use is compatible with existin~ uses i~~ the ai-ea. 5. The Comprehensive Plan designates this site as Urban. The Urban category is for the purpose of developin~ a"city-li~:e" environment, including rzsidential densiiies of I to'17 units per acre, or 12.32 units per acre for this proposai. b. 7'he proposed zoninc, does implemenc aiid conform to the ComPrehensive Plan. 7. The Arterial noad Plan clesigrlales 32nd Avenue as an arterial, wit11 a rcconimendecl right of way width of 100 feet. S. The existina zoning of cne propeny described in the application is lZegional Business (B-3), previousiy established as Commercial zonin; in 1980 aiid reclassified to Recrional $usiness (B-3) on January 1, 1991 pursuant to the Program to Implement the .Spokane County Zoning Code. Pursuant to RCW 58.17.195 the proposal does conforrn to the requirements of the existiiig/proposed 'Urban Residential-22 (UR-22) zone (reclassifcation) and the existinor Regional Business (B-3) zoned lots (10 and 11), must confonn to the requirements of the Regional Business (B-3) zone aiid conditions of 7E-3-80, whichever is more restrictive. ' • ,1 1 - • E • . r , HEC Order for PE-1677-9?~LE-41-92 Page 2 9. The provisions of RCW 43.21 C(The State Environmental Policy Act) have been complied with and a Detemiination of Nonsignificance was issued. The Cotilmittee, after independent revie.w, hereby adopts the DNS. 10. The legal requirenients for public norice have been fulfilled. 11. The owners o,f adjacent lands expressed zpproval of the proposed use. 12. The applieant has demonstrated that conditions have substantially chanaed since thc - original zoning of this area and accordingly, the proposeci zone reclassif cation is jusafied. Specifically, changed conclirions include a Comprehensive Plan 1aund use designation of the site as Urban a year after being approved for commercial zoning, which isn't compatible with the Urban cale~ory. 13. The proposed use will not be detriniental to the public health, safety, morals or welfarz especially in light of the conditions recommended by the reviewing a~er~cies. 14. The subdivision proposal is grenerally consistent with RCV✓ 58.17 and the County s«bdivision regulations, prornoting the nublic hcalth, safety and general welfare in accordance with standards established by the state aiid Spokane Couzity. The proposal as conditioned does provide adequate pliblic facilities as cited in RCW 58.17.110 (2). More specifically: a. open spaces b. drainage ways c. public and/or private riahts-oi-way d. transit (existing) e. potable water f. sanitarry waste disposal b. p~~-ks and recrcation faeilities (e~:isring) h. playgrounds (cxisting) i. schools and schoolbrounds (existing) j . sidewal ks The above improvements are eitlier existing facilities or will be providl~;d by the applicant upon finalizarion of this subdivision as conditioned by the Committee and implemen[ecl by the various County agencies. 15. The Committee additional(y finds/concludcs: a. The project is approved only for use of four-plexes on lots 1-9 and comnicrcial uses allowed in ttie Regional B~~siness (~3-3) zone on lots 10-1 l. b. If four-plexes are not to be developed, the hpplir.ant shall be required to submit a chancre of conditions. c. If the use of the four-Plex lots is expanded beyond che specificd u5e, ttie Washington State Department of Transportatiori may require traffic studies and traffic mirigatinc, measures. . • HEC Order for PE-1677-92/ZE-41.-92 Page 3 CONDZTIONS OR CONrrZNGENCXES APPLZED TO '1,HxS APPROVAL 1. All Cond.itions imposed by the Hearing ExamineY Committee shall be binding on the "Applicant," which tenn shall include the owner or owners of the property, heirs, assigns, and successors-in-interesc. HEARING EXAMZNER COMMITTEE 1. The project is approved only for use of four-pIexes on lots 1-9 and corlimercial uses allowed in the Regional Business (13-3) zone on lots 10-11. 2. If four-plexes a.re not ro be developed, the applicant shall be required to submit a change of conditions. 3. If the use of the four-plex locs is expanded beyond the specified use, the LVashingrorl State DepartmenC of Transportation may require traffic srudies and traf -fic micic-ratin(T measLires. S['0 KANL COUNTY PLA\'NZNC DEPARTMENT 1. The proposal shaJl comply with the Urban Residet1tial-22 (UR-22) and Regionai Business (B-3) zones as amended. 2. Upon filin~ the final plat, or a portion thereof, the zone reclassiFcarion of the fin~i] plat area shall be finalized, and the existing zone classifcaaon shall be chan~ed to Urban Residential-22 (UR-22), consistent with tfie proposed zoning approved wirh the preliminary plat of record. 3. The final piat shall be desi~ned substantially in confomiance ~~ith the prelimin~~~y plat of record. No increzisE of density or number of locs shall occur withouc a chaiige of condition application submittal and approval. 4. The .Planning Director/desiLnee sliall revie.w wiy pr-oposed firi<ll plat to ensure compliance with these Finditigs arzd Conditioris of Approval. 5. A final plac/ name/iiumber s1i111 be indicared before the firial plat is -filed, such . name/number to be approved by the Planning Director/designee. 6. Appropriate road nar»e(s) Stiall be indicated. 7. The finat plaf Illap Shall indicaie by a cleaf, dashcd line the required yard setbacf:s from a11 private, "Tract X" or public roads. T?le dedication shall contain the followin~ statement: "Side yard and rear yard setbacks shall be detemiined at the time buildincy, pcrmits are requested unless chese setbacks are specifically drafted on this f nal plat. The setbacks indicaced on this plat may be vdried from if proper zoning approvals are obtained." 8. The applicant shall develop subject property generally in accordanee within the concepc presented to the Heaz-ing Body. Variations, when approved by the ~~1 . I , • , ' ' ' REC Ordcr for PE-1677-92/rIE-4 1-92 Page 4 Planning Director/designee, may be perrllitted, includincr, but not limited to building = location, landscape plans and general allowable uses of th-e pennitted zone. All . variations must conform to z-egulations sef forth in the Spokane County 7oning Ordinance, and the original intent of the development plans shall be maintained. 9. The preliminary plat is aiven condirional approval for three (3) years, specifically to December l, 1995. The applicant niay request an extension of 6me by submitting a Nvi-itten request approximately foirty-five (45) days prior to the above expu•arion date. 10. Appropriate utility easements shall be indicated on copies of the proposed final plat. Written approval of utility easenzents by appropriate utility coinpanies shall be received with the submittal of the final plat. - 11. Three (3) current certificates of title shall be turnished to the Planninc, Department prior to f ling the final plat. , Prior to filing of all or a poraon of tlie final plat, the applicant's sLlItieyor shall submit one o: more maps outlined in red of the area beinct finalized. The scale shall match the appropriate assessor's map scale. r-Q13 ~ The Spokane County Planning Department shall prepare and record with the County Auditor a Title iVotice specifying a future land acquisirion area for road right-of-way and tirilities. The reserved future acquisirion area Title Notice shall be released, in full or in pcirt, by the Planning Dcpaxtment. The notice should be recorded within thc same time frame as an appeal and shall provide the followin;: a. At least 10 feet of reserved future acquisition ai-ea for road right-of-way and utilities, in addition to the existing andlor newly dedicateci right-of-way alon~ 32nd Avenue. NOTE: The County Engineer has requii-ed 0 feet of new dedication. b. Future buildirlg and other setbacks required by the Spokwne CoLinty ZOnino Codc shall be mcasured from the reserve;d future acquisition arca. c. Nlo required landscapin~, parki~~g, '20$' areas, drainfield or atlo~~~ed si~ris should be located within the future acqLiisition area for road right-of-way and «tiliries. If any of the above impr-ovements are made within this areii, they shall be relocateci at the applicant's expense when roadway impi-ovements are made. d. The future acquisition ar-ea, until acquired, shall be private property and may be used as allowed in che zone, except that any imps-ovements (such as landscapin~, parkin;, surface draina~e, drainfield, signs or othec-s) shal1 be considered interim uses. C. The property owller shall be responsible for relocating such "irlterim" improvements at the time Spokane County makes roadway improvements after acquiring said funlre acquisition area. 1+. A plan for water facilifies adequate for domestic service and fire protection shall be approved by the water purveyor, appropriate fire protection district, County }3uilding & Safety Department and County Health District. 'Z'he a~encies will f - ' . ~ ~ HEC Order for PE- 1677 -92/ZE-41-92 Pa~e 5 certify on the Water Plan, prior to the filing_of a. f nal plat, that the plan is in_ confom-iance with their respective needs and 'regulations. The Water Plan and su~table for reproduction and be certification shall be drafted on a transparency- signed by the plat sponsor. 15. 'T'he water purveyor shall cert.ify that appropriate contractual arrangements and schedule of improvements have been made with die plat sponsor f.or construction of the water system in accordance with the approved Water Plan. The time schedule shall provide for completion of the water system and inspecrion by the appropriate health authorities prior to application for building permits within the final plat. The az-rangernents or agreements shall include a provision holding Spokane County and the purveyor harmless from claims by any lot purchaser refused a building pemiit due to the failure of the subdivision sponsor to satisfactorily complete the approved water system. 16. T'he final plat dedicarion shall contain the following statement: "The public water system, pursuant to the 1'Vater Plan approved by countNi and state health authoriries, the lacal fire protection discrict, CoLlnty Buildin~ ~c Safety Department and water purveyor, shall be inscalled within this subdivision or bindino, site plan, and the applicant shall provide for individual domestic water service as well as fv-e protection to each lot prior to sale of each lot and prior to issuance of a building permit for each lot." ' 17. No building permit will be issued for any loc within the final plat until cenit~ed by z Washington state-licensed engineer that "the \vater system has been installed pursuant to the approved Water Plan for the final plat," including a signed license stamp. The certificarion may be in the form of a letter, but is preferred to be certified on a copy of the Water Plan as a schematle map showing the "as-built" water system. 18. The Wzter Plan and che above four (4) conditions of approval regarding che Wacer Plan may be waived by the Planning Director/desi(rnee upon receip[ of letters fi'oI» the appropriate water purvcyor and fire protecnon district stating thac simplz connections to an existina, approved warer system will provide adequate doniestic atld fire protection water to ensure the public health, safc;ty and beneral weltare. 19. A survey is required prior to the filing of a final plat. 20. Approval is required by the Planning Director/desibnee of a specific lighti«a and signing plan for the described property prior to the release of any btiildin`J DEmiitS. A specific; landscape. plan, planting schedule and provisions for maintenance acceptlble to the PlanninT Direcror /deslnnee shall be sLibtiii tted with a perforniance ~ bond for the project prior to release of buildi»a permits. Landscaping shall be installed and maintained so that sic-lht distance at access points is not obsctired or impaired. 22. Direct light from any extenor area lighting fiature shall not extend over the propeny boundary. 1 H.E C Order for PE-1677-92/ZE-41-92 Page 6 . 23. The Planning Deparnnent shall notify the Department of Buildina, and Safety to "flag" the subject property(ies) in order to tri~ger the required review when a . building or chan~e-in-use permit may be requested. 24. If, in the course of site alteration connecCed with this proposa.l, prehistoric human remains or any archaeological artifacts which may indicate the presence of prehistoric human remains are discovered on the site, the dpplicant stiall immediately stop the site alteration and accomplish (1) and/or (2) belaNv, as appropriate. (1) Apply for and receive a pc;rnlit to proceed with site alteration fro1z1 the State Historic Preservation Officer, in accord with the Indian Graves and Records Act (RCW 27.53). (2) Consult with and, if the site is designated by the City/County Historic Landmarks Comnlission, apply for and receive a"Certificate of Appropriatencss" from that Commjssion, in accorcl with the City/County Historic Landrz»'ks Ordina►ice (Spokane County Commissioner's Resolution Nlo. 82-0038) before resumi►1o, site alteration. . 25. Prior to approval of road and drainage plans, you are required to coordinate with the United Scates Postal Service to detemiine type and lo.^,ation of central mail delivery facilifies which may include applicable easements for developments of three or more homes. , SPOKANE COUNT'Y DZVISZON OF ENIGJ.N.Crj:.RING A.ND ROADS Prior To Issuance Of A Building I'ermit Or At The Request Of The Countv Fnl-nineer In Coniunc6on With A Coiintv Road Proiect/Road Imorovement District, Whichever Comes First: 1. The condiaor,a~l approval of ttle plat is ~iven by the Courity Engineer subject to dedication of ri~ht-of-way and approval of the road system as indicated in the preliminuy plat of record. 2. Plans, profiles, and cross-sections as designed to County standards showing proposed sn-eet centerline and curb ci-rades shall be submitted to the County F-ngineer for approval prior to construction and/or the filina of each final plat; road plans to be preparecl under the direction of a licensed Professional Civil Enc-rlneer. 3. Drainaje pla►~s and design calculations sho~ving the alignfiient of drainabe faciliries shall be submitted to the County Engineer for approval prior to constructiorl and/or the filing of the final plat. Draina~e plans to be prep~.red under the direction of a licensed Professiorlal Civil Engineer. 4. Construceion within the proposed public streets and easements shall be perfonzied under the direc;t supervision of a licensed enbineer/surveyor, who sha(1 furnish the County Enaiiieer with "as-built" plans and a certificate in Nvriring that all improvements were installed to the ]ines a.nd grades shown on the approved consrruction plans and that all disturbed monuments have been repldced. T iEC Oz-der for PE- 1677-92/ZE-41-92 Paae 7 5. i\To construction work is to be performed within the existing or proposed public . right-of-way until a pemZit has been issued by the County Engineer. AIl work is . subject to inspection and approval by the Cou-nty Enbineer. 6. All construction within the exzsting or proposed public right-of-way is to be conZpleted prior to ilin~ each final plat, or a bond i.n the amount estimated by the County Engineer to cover the cost of construction of improveinents, construetion certification, "as-built" plans and monumenting the street centerlines shall be filed with the County Engineer. 7. rndividual driveway access pcrmits are requu-ed prior to issuance of a building pernut for driveway approaches to the county road system. ~ Dedication of 50 feet of additional right-of-way along internal public streets. 9. A statement shall be placed in plat dedication that no direct access be alloNved from lots co Clinton Srreet. 10. Existinb county roads provicling direct access to the plat shall be paved and/or curbed to Spokane Cotinty standards. 11. A11 public roads within the plat shatl be desibned and conswcted to Spokane County standcuds. ~ l 2. Sidewalk-s are required along the arterial(s) on 32nd Avenue. 1 ' 13. The word "applicant" shall include the owner or owners of the property, his heirs, . ~ assigns and successors. r Of 14. The County En9ineer has designated Typical Roadway Section Number Two I.,oc:al Access standard for the improvement of internal public street, which is to be ~C-`' / constructed within the proposed development. This will requi.re the installation of 36 feet of asphalt. The construction of curbing Znd sidewalk is also required. ~Q. 1~. The County En9ineer has desi~nated Typicai Road~~~ay Section Number One, I~oc~il Access standard for the improvemetit of CIinCOn Stt'eet, wnich is adjacent Co the proposed development. This will require the addition of approximately 32 feet of asphalt along the frontage of the development. The constnuction of curbing and sidewalk is also requi.red. 16. The County Engineer has designated Special Roadway Section Number Orle, Major Arterial standard foz the improvement of 3211d Avenue, which is adjacent to the proposecl development. This will require the addition of approximacely 14- I 6 feet oE asphalt along the fronta(le of the development. The constiZiction of curbinb and sidewalk is also required. 17. The proposeci subdivision s11a11 be improved to the standards set forth in Spokane County Board of Commissioners Resolution \To. 80-1592, as amended, whictl resolution establishes regulations for roads, approaches, drainage and fees in new construction. 18. The County Engineer has examined this development proposal and has determined that the impact of chis proposal upon the existing councy road system warrants the , HEC Order for PF_-1677-92/ZE-41:-92 Page 8 , dedication of additional ribht-of way and the roadway improvements herein . specified. - 19. 'Y'he County Arterial Road Plan identifies 32nd Avenue as aPrincipal arterial. The existing right-of-way width of 70 feet is not consistent with that specified in the Plan. In order to implement the Arterial Road Plan, in addition to the required right-of-way dedication, a strip of property 10 feet in width along the 32nd Avenue frontage sha11 be set aside in reserve. This property may be acquired by Spokane County at the time when arterial improvements are made to 32nd Avenue. 20. 7'here may exist utilities, either underground or overheaci, af#'ecrina the subject property, including property to be dedicated ar set aside for futtu-e acquisirion. Spokane Counry assumes no financial obligaeon for adjustments or relocation regarding these utiliries. Applicant(s) should check with the applicable utility puzveyor and the Spokane County Enbineer to detemune whether applicant(s) or the utility is responsible for adjustment or relocation costs and to ma}:e arrangements for any necessary ~vork. Snecial Conditions: 21 The applicant shall demonsrrate that site distance and stoppina and braking can be met for the internal public road intersecrion with ClinCOn Street. C:22. ''he radius of the internal public street shall meet Spokane County Road standards or a Design Deviation shall be reviewed and approved by the County Engineer. S1'OKAhTE COUN7'Y nX'VZSZDN OF UTZLITZES 1. Applicant shall ma.l:e connection to public sewer system. Sewer connection pernut is required. Plans and specifications are to be rcviewed and approved by the Utilities Department. SPOKA.INE COUNTX HEALTIJ DZST}2ZCT 7'he f nal plat shall be designed as indicated on the preliminar}~ plac of record arid/or any attached sheeCS as noted. 2. Appropriate utility easemelits shall be indicated on copies of the preliminar), plat of rccord for distribution by the Planninv Departilient co the titility cod~ipariies, Spokane Couiity Engineer and the Spokane County Health DiStrict. Wi-itten approval of the easements by the utility companies must be received prior to the subnuttal of the final plat. 3. Sewabe disposal method s}iall be as authorizecl by the Di.rector of Liilities, Spokane County. 4. Water service shall be coordinated through the Director of Utiliries: Spokane County. . 5. Water service shall be by an existirlg public water supply when approved by the Regional Engineer (Spok-ane), State Department of Health. . HEC Order for PE-1677-92fZE-41-92 Paae 9 6. Z'rior to filing the final plat, the sponsor shall demonstrate to the saasfaction of the Spokane CoLanry Health District that an adequate and potable water supply is available to each lot of the plats. 7. Prior to filing the final plat, the sponsor shall present evidence that the plat lies within the recorded service area of the water system proposed to serve the plat. S. A. plan for water facilities adequate for domestic use, domestic irrigation use and fize protection use shall be approved by the Nvater purveyor. Said water plan must have been approveci by the fire protection district and the appropriate health authorities. The health authorities, water supplier (purveyor) and the fire protection district will certify, prior to the filing of thc fulai plat, on the face of said water plan that the plan is in conformance with theu- requirements and will adequately sarisfy their respective needs. Said water plan and certification will be drafted on a rransparency s«itabte for reproducrion. 9. The ptirveyor will also certify prior to filina the final plat on a copy of said water plan that appropriate contractual al-rangements have been made with the plat sponsor for construction of the water system, in accordance with the approved plan and rime schedule. The time schedule will provide, in any case, for completion of the water syStem and inspection by the appropriate healih authorities prior to app]ication foi' building pemiits within the plat. The contracrual WTangements will irlclude a provision holding Spokane County/City of Spokane, Spokane County Healtli Disrrict and the purveyor harmless from claims by any lot/tract purehaser refused a builcling pemlit dLie to failure of the plat sponsor to satisfactorily complece the approved water system. 10. A public sewer system will be made available for the plat; and individual service will be provided to each lot prior to sale. Use of individual on-site sewage disposal systems shall not be authorized. 11. A statement shall be placed in the deci.icatiori to the effect that: "A public sewer system will be made available Cor the plat; and individual service will be provided to each ]ot prior to sale. Use oF individual on-sice sewage disposal syscems shall not be authorized." 12. The dedicatory 1angLlage on the plat s1ia11 state: "Use of private wells and water systems is prohibited." 13. The plat dedicarion will contain a statement to the effcct that: ""1 he public water system, as approved by county and state healch authorities, the local fire district ililCl ptu-veyor, will be installed within this plat, and the subdivider will provide for indiviciiial domestic water service as well as f re protection to each lot prior to sale of each lot." SPOKANE COUN'Z'Y DZVZSZON 0F BUILDI\'CIS 1. Requirements of Fire District No. l need to be satisfied_ durincr the bl.,ildina permit process. , HE C Chder for PE-1677-92/ZE-41-92 Paae 10 , . SPOKANE COUN'Z'Y AI12 POLLUTrON COrITROL AUTHORZTY 1. All air pollution z-egulations must be met. 2. Air pollution regulations requu-e that dust emissions dtu-ing den.lolition, const-uction and excavation projects be controlled. This may require use of water sprays, tarps, sprinklers oz- suspension of activity during certain weather conditions. Haul roads should be treated, and emissions from the transfer of earthen material must be cont-olled, as well as emissions from all other construction-related activities. 3. All traveled surfaces (ingress, eb ess, parking areas, access roads) must be paved and kept clean. 4. Ivleasures must be taken to avoid the deposition of dirt and mLid fTom unpaved surfaces onto pavcd surfaces. If tracking or spills occur on paved surfaces, measures must be ta-k-en immediately to clea.n these surfaces. 5. Debris generated as a result of this projecC must be disposed of by means other than burning (ie. construction waste etc.). 6. Demol.ition and renovation projects must comply with the requirements of CFR 40, Part 61, Subpart M. Intent to Demolish and Renovate forms are available at the S CAPCA office. 7. All solid fuel burnin~ devices (wood stoves, pellet stoves, etc...) must comply with local, state, and federal rules and re~ulations. 8. Failure to meet SCAPCA regulations may result in delays, closure and civil and/or cniminal sanctions. WASHINGTON S7'ATE DEPARTME1'T UF TRANSPORfiATzON 1. Prior to buildin~ perrZiits beir~g issLied, WSDOT requires that buildin~ perniit Siie plan(s) are submitted to tliem for revieNv arid commc:nt. Vlodifieci by the Hearing .Examinet- Committee Condition No. 3. 2. Depending on the sire and intensity of this development, WSDOT reserves the right to require the developer to conduct a traffic analysis and constivct the necessar-y mitigatin~ measures. Modified by the I-Iearin~ rzaminer Committee Cotidition No. 3. ~ zT.E C Order for PE-1677 -92/ZE-4 1-92 Paae 11 nRDER The Heai-ing Examiner Committee, pursuant tb the above Findings of Fact and Conclusion, A.PPROVES the application of M.ike Bascetta for the Preliminary Plat and Zone Reclassification as described in the application PE-1677-92/ZN-41-92 known as Hillview Estates. Motion by: Gibbons Seconded by: I-iarris Vote: (3-0) UNA.NIMOUS TO APPROVE THE PRELIMINARY PLAT AS PROPOSED AND Z4NE RFCLASSIT'ICATION FROM REGXONAL BUSINESS (B-3) TO REGIONA..L BUS.INESS (B-3) AiND URBAN RESIDENTIA.L-22 (UR-22) FOR TH-E USE 4F FOUR-PLFXES ON-LY FOR LOTS 1-9 HEARI\iG EXAMINTn COMMI17EE H-FLIZF-BX ATTEST TO THE A130VE FINDINGS, OfZDLR, AND VOTE C ` %r - = ~ . - - - • _ i A'T"TEST: For WALLIS D. HUBRARD Plannin~ ' ector PAUL F. JE NS N Senior Planner / 2D r ~ / Date !'ursuaiit to Count}► rebulaaons, any aggrievcd par-ty has the ri-ght to appeal this written decision to the Spokane County Board of County Co11imissionerS within ten (10) calenciar days of the signing of this order. Upon i-eceipt of an appeal, a public hearinc, will be scheduled. lf you desire to file such an appeal, you niust subinit a written appeal, preferably on forms designed for such purpose, to the Board of County Commissioners, W. 1116 Broadway, Spol:ane, WA 99260, along with a$120 processing fee payable to the Spokane County Treasurer. Zf you have any quesaons, please call the Planninc, Department at 456-2205. SHEET SPQKANE C'~~~~ ~~GINEERiS OFFICE 1026 W. Broadway Avenue, Spokane, VU'A 99264 Fhone: (509) 477-3600 Second Eloor Fax # (509) 477-7655 ~ DATE: 07-o& dw FAX TO; CON1PANY: , CITY1STA.TE: Nu,mber afpages (including cover sheet): az } ~ FRO,M. SAGE: IM0010 I%AW 0~w 42 . ~ . ~ ' `c - . . ^ . - . j. . ' . • , - . 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E~`~~ . . ~ . - • _ REAiOVE EXISTWG ORIVEYlA( AND _ . . . : , REPLACE _ WtTH STANDARO SPOICANE • : ~ • ~ REMOVE EXISTit•1G GRIVEW: • , ' , r ~ - RFPLACE ~YITH STANOARD. S~ • ~ : : . ' _ • _ ~ - ' ' ~-COUNTY~. CURB •AD SIDEWA~K • . ^ ~ , o - • ~ . - . ~ • ~ ' . • ' . . • . ~ . ' • COUh'TY C~JP,B ArlD Slt . . ;a - s. . • ,^`i ~ r : _ _ , - , s ~ . . . - • . + a . ~ ~ . F • ° r ' ' i ' l • r• ` . 1L ' ' . ` ~ ~ • - . ' ` ' ' . • ' . ~ :CN~s~ _ ~f• y ~Y , "J•~~' 'C• l~w ~1 ~ _ . '~1.. G1" . . . . . i ~ • ' ~ ~ . - p " ~ " •'r' 1. ~ ,r ' ' . ' ~ ' . . . ' ' ~ 1 . . . ' ` ' h~ . . ' ~ , .,~e _ . ~ . ' ' ' . - . . • . . ~ Project Transmittal RECEIVED ~ NOV 3 0 2000 DIVISlOIt OfBUIIlIIIIg Qlll~ COI~C Eftforceirient New project 1026 W. Broad►~~ay Avetaue SpOKANE COUNTY ENGINEER ~ Previous pre-app ii:eetitig ~ A 99260 Spokll►te, W Ti•aitsntittal Dute: T/tursday, Novei»ber 30, 2000 /'lati revisions ~ Site Address: 13221 E 32ND AVE Project Number: 00000314 Parcel Number: 45274.2911 Zoning: B-3 Fire District: FD 01 Water District: UNKNOWN Applicant: MARTIN HILL Owner: BITM LLC 811 W 2ND AVE 3219 S BASCETTA SPOKANE, WA 99204 SPOKANE, WA 99206-3211 (509) 624-4959 Contact: MARTIN HILL Occupant: 811 W 2ND AVE SPOKANE, WA 99204 (509) 624-4959 Contractor: OWNER Arch / Engineer: MARTIN HILL 0 811 W. 2ND AVE 000000, 00 000000 SPOKANE, WA 99204 ( ) - 0 5096244959 Project Descripfion: SPEC RETAIL SALES FOR MULTIPLE TENANTS (PHASE I) Building Landuse Engineer Utilities Health Fire Dist Assessor REVISED LANDSCAPE . ~ PLAN ~ Tliis tratismittal is beitlg circulated alotig wit/i the intlicated documeiats foryour review. Timely reviefv of the inforniation is itrtportant. Please ixotify tlte Project Caordiiiator as well as tlte applicant atid/or contact of any n:ajor defrciencies. If the documeiits meet with your approval please notify the Project Coordinator as soon as possible such tl:at we niay inclride yocrr sigje-off on tke perrnit applicatiore. . Project Courdiiiator: BURRIS, ROBIN Plione: (509)477-3675 Fax: (509)477-7198 . BASCETTA STRIP MALL DRAINAGE REPORT Pro j ect N o. 00-008 06/O 1 /00 Re.~; ~ed 1~~ZO ~o0 4FFICIAL PUBI.IC DOCUf~4ENT SPOKANE COUNTY ENGINEER'S OFF6 OR ° 0, / PROJECT # SUBWTTRL 0 . ~ RFTURtv TO COUNTY ENGINEER o~, 0►`~.~.' ~ . ~ L.XPIRES 2/21/ 1)+ ~ S ENGINEER' S STATEMENT: The design improvements shown in this set of calculations conform to the applicable editions of the Spokane County Standards For Road Arid Sewer Corlstructioli and the Spokane County Guidelifies For Stormwater Managemerrt. All design deviations have been approved by the Spokane County Engineer. I approve these calculations. Prepared By: Metro Engineering, InG S. 324 Sherman St. Spokane, WA 99202 Ph.: (509) 624-9351 Fax: (509) 624-8153 , DRAINAGE REPORT Project Description The site is located at E. 13220 32ad in the Spokane Valley. The proposed project is a commercial building (strip mall) and related parking, landscaping and site improvements. Drainage Analysis Please reference the Site/Drainage Plan and Drainage Basin Map. The soil on site is Garrison soil, per the SCS soils map (attached), which is pre-approved for the use of drywells in Spokane County. The site will be divided into five (5) drainage basins; Basin A thru Basin E(see the basin map on the following page). Runoff from Basins A, B and C will drain to "208" bio- filtration swa(es with drywell overflows. Runoff from the building roofs (Basins D and E) will be tightlined to drywells on the North side of the building. The calculations for the "208" swales and drywell sizing follow. ~ . ~ ~ ~A~~I~ P~F~IMETEF~ ~ ~ ~ f1l6~H6 7'YYPE ~ ir,~a ~uLE~S {~~_=~7__~=r---_____-.R{f~---__~~.~r-~"1I-9F-f~- ~ - - ~ ` ~I ~r-~ '~~I ~ .,1 3 ~ ~ ~ ~ ~ l - ~ ~ ~il~~ 9 ~ ` i w. ~i II I ~ ' ~ ~ ` _ ~ ' ~ II I ' ~ « ' r ~ ! ' „^'r' " , ~ .^baJ- P ~ ~ ; :S - , I ! ' / + '~3 ~I \ ~ ~ I I ~ f ~ { ~ ~ f s~ J ~ ~ ~t ` ` J 1 ~ I I , i 9 { ' 1 I f I + ~ I ~ ~ ~ ~ ~ ~ , ~ ~ x~ I ~'j~ , - ~j ~ ~ ~ ~ ~ ~ , f .4 ~ , ~I + " ' ~ I ~ . ti ~ ' • I ! ~I ` ~ ;~F ~ ~ . 9~ II 4 ~ 1 ~ H ~ / o ' ' ~ . ~i`-~If ~ i', ~ ~ ~ ~ I ~ ~ f f . s ` f r i A I ~ A I ~--i. II I ; ~ 1„r-.~ ~ ' II~ I ~y ~ ~ ~ , ; I 1''l~ ' ~ ' ~ ~ ' ~ 1~I ~ +/y i ~"1. ~t.~ ~ ti ± ~ ~ 1 J~ ~ p r ~ + ~l! ~ . y . ~ ~ ~ ~ ~ ~ , q 1 i i ;I I ~ ~ ~ I , I ~ ~ ~ ~ . W ~ ~ , ~ ! I ~ " u ~ I ~ ~ ~ ~I ~ ~ ~ ~ w i ; i i ~ ~ ~ ~ 1 o i - ~ _ ~ ~ 1 y 1` Q ~ ^ II ~ ~ . ~ ~ ~ _ ~I III ~ } II ~ , ~,5,~ ~ ~ ~ ~ ~ T A ~ ~ , il ' U ° I ~ ~ ~'g ~ f ~ ; ~ II ~ ~ ~ ~ 0 ~ ~ ~ ~ ; ~ ' ~ I ~ m ~ I ` ~ ~ ~ l ~ I I ~ ~ ~ , I ~ 4 ~ I ' ~f i ~ ~ i , ¢ w I ' ~ ~ ~ i r~ ~ , ~ ~ ~ r ~ ~ i y~ ~ ~ ~ ~ i ~ f ^f I I rk ~ ~ ~ ~ gti ~ I, ~ ' b I ~ , i~ 1 ~ ~ ~ ~ 111 ~ ~ n I i ' i ~ f r 1 ~„y e~ [ ~ • ~ '1 t 5 y 1 ~ r I ~i~ } ~ 1 `S ~ ~ _ r , ~ + „ ~ u 1 f i ~ , f ~ i ~ . ~ -r-r~ ~ ~ ~ f ~ lJ• ~t~ I ~►CE aLO~' ~ ~I ~Rk UXE v I N , ~ ~ 9' ' ' ~ ~ ~ ~ " - . ~ ` ~at,~~s y ~ ~f ~ ~ ~ 4 a. ~ ~ tl : w ~ ' ~ R I . ~ ~ . ~ } f p `I u ~ i ~ I + ~ - ~ 5 . f ~ , ' .r ~ll ~ l - I S , a- 1 I ~J ~ ~ ~ ~ 'k~ V E y , , ~ r D CJ h ~ ~ ~ ~ ~ ~ ~ ~ ~ II il ~ ~ ~ ~ ~ # ~ i ti , ~ ~ ~ y ~ ~3A~fi~ ~EF~II~~T~R iF~ ~ , ~ ~ ~ " ~ 41 p ~ ~ . y ti ~ ❑ ~~OD~BA~~.~4U~ ~REF: 00~8BA~~. aWG . ~ r . ! h_ ~ - - . ~ 1~'.~.~_.~~ f~fl~~iP~~~.f~~" R~~IP~I , r u . r~ p I v 0-14 ~ 4... r~ I I c I v I I ~ S. 324 SI~ER~IAN ~ SPpKANEt WA 99202 DRAWN BY: JKO QATE: 10J20/00 v, ~ (509) 624-9351 CHECKED BY: JGL PRdJECY IVo.: 00--008 ~ L L ~ 7o7A L- ~T-m~~v 1 ovs ~ovb ~`o I . ~ . ~ ~-O ~ ~ Vol..-O ~ (AR-A ± 4 5,5 5 (1.3 ;401 ' ~13 ~ ~D',~ ~ ~ ~-01~ T4 ~j ~,7 ~ a ( f O• R . . . _ . l ~ ~ • ~ w ~ - ~ rz, tA ~ ~ 17 r~~- • ~ 4 ~ , -7 ~ - 1-7 -7 f 4~'j ~ - -z, Ae COUNTY, WASHINGTON - SHEET NUMBER 75 P. 44 F- - - - - ' - -~.4..IJod~s sheet 661 . - ~j ~ • i~ ~ ~~j~S ~ ~ Sc ::s ! CHICAGO ~ MILWAUKEE ST PAUL AND i PAClFIC ' 4, I1 f ..f; ,..~i I GgA '~r~~.~, . _ _ GgA I ` cgA Opportunlty . ~ , . ~ Unwersit.y School Sx8 Gm8 + ` Mc6 ' t TME PINES MC MCB CEneE7ERV ; SC}lUOI ~ , ~ \ I ` ` SXB f1 \ MaC ~ Mc6 • ~ Bowdish ~ 17 School I p MCa 28, ~ - 2 =-C Sx B ~ l q Sx8 SW ot ~ Sx6 l HhA HhA ~ ~ Gg6 , , c~ • SxB ~ Gm8 Gio•~.. s~,~ 5 0. Si'f' e. . . J, GmB ~ - StC : ~ Cu6 . / . Chester Bb8 SxB StE~ ~j . Ps~ . S x B ~ . 33 / 34 sxe = ~ • . PsA MaC Cu6 v HhA ~ii~ • ~ ~ , Gm6 SpC PsA ; ~ GPA u Kd StE Y . 17~'~..'' St Be8 .7-Kc ' ~T b " ~ ~ ~ • ` ~ ~ ~ NcA _ ~ • • PsA CD Mc6 • \ ' ~ hA S5C , . Kd ~ NcA N c A -4 J stc 3 27 svc . u8 /4uB NcA~ /CU~ ` StC-~ 1 Mile Scale 1. 20 000 ~ I , , I 5000 Feet (loins sheet 84) ~ , BOWSTRING METHOD (TEN YEAR STORM DESIGN) PROJECT: BASCETTA STRIP MALL SWALE DESIGN BASIN: A DESIGNER: JGL DATE: 1-Jun-00 Total Area (calc.) (see H1) 0.26 Time of Conc. (caic.) (see H1) 5.00 Composite "C" (calc.) (see H1) 0.64 Time of Conc. (min) 5.00 Area (Acres) 0.26 C' Factor 0.64 b ~ impervious Area (sq. ft.) 7615 .LtG"Pond floor area Volume Provided (cu. ft.) 208: ~Z ? storm (total): surface: ~ u/g: 0 Outflow (cfs) 0.3 4.00 Area' C" Factor 0.17 #1 #2 #3 #4 #5 #6 #7 Time Time Intensity Q dev. V in V out Storage Inc. Inc. (min.) (sec.) (in./hr.) (cfs) (cu. ft.) (cu. ft} (cu. ft.) (#1 "60) (A'C'#3) (Outf.*#2) (#5-#6) 5.00 300.00 3.18 0.53 213 90.00 123 5 300 3.18 0.53 213 90.00 123 10 600 2.24 0.37 262 180.00 82 15 900 1.77 0.29 295 270.00 25 20 1200 1.45 0.24 314 360.00 -46 25 1500 1.21 0.20 323 450.00 -127 30 1800 1.04 0.17 329 540.00 -211 35 2100 0.91 0.15 334 630.00 -296 40 2400 0.82 0.14 342 720.00 -378 45 2700 0.74 0.12 345 810.00 -465 50 3000 0.68 0.11 351 900.00 -549 55 3300 0.64 0.11 363 990.00 -627 60 3600 0.61 0.10 376 1080.00 -704 65 3900 0.60 0.10 400 1170.00 -770 70 4200 0.58 0.10 415 1260.00 -845 75 4500 0.56 0.09 429 1350.00 -921 80 4800 0.53 0.09 433 1440.00 -1007 85 5100 0.52 0.09 450 1530.00 -1080 90 5400 0.50 0.08 458 1620.00 -1162 95 5700 0.49 0.08 473 1710.00 -1237 100 6000 0.48 0.08 488 1800.00 -1312 "208" CALCULATIONS Required grassy swale pond storage volume = Impervious Area x.5 in./ 12 in.fft. = 317 cu. ft. provided: ,22'Tcu. ft. OKt 341 10 YEAR DESIGN STORM-STORAGE CALCULATION Maximum storage required by Bowstring = 123 cu. ft provided: .32? cu. ft. OK! 3H ~ . PROJECT: BASCETTA STRIP MALL RATIONAL EQUATION (FLOW CALCULATION) BASIN: A DESIGNER: JGL DATE: 23-May-00 ASSUME 5 MINUTE TIME OF CONCENTRATION Tc (overland) Tc (gutter) Areas "C" A'C Ct = 0.15 L2 = 0 0.17 0.90 0.153 Z1 = 50.0 0.09 0.15 0.0135 L1(A) = 50 Z2 = 0.2 0.00 0.90 0 N(A) = 0.4 B= 0 0.00 0.00 0 S(A) = 0.01 n= 0.016 0.00 0.00 0 s= 0.005 0.00 0.00 0 Tc (A) = 3.60 d= 0.195 0.00 0.00 0 Total A Comp "C" L1(6) = 0 Tc (gu) = 0.00 0.26 0.64 N(B) = 0 S(B) = 0 Tc(A+B) = 3.60 Q=C*I*A= 0.53 Tc (B) = 0.0 Tc(tot.) = 5.00 Q(est.) = 0.00 Intensity = 3_18 A = 0.9544275 WP = 9.9508 R = 0.0959 V = 1.37 Tc (total) = Tc (overiand) + Tc (gutter) Tc(gu) = 0.00 Tc (overtand) = Ct"(L1*NJS^0.5)^0.6) Q(est) = 1.31 Ct = 0.15 L1 = Length of Ovedand Flow Holding = 0.00 N= friction factor of overland flow (.4 for average grass cover) S= average slope of overland flow Tc (gutter) = Length (ft.)Nelocity (ft./sec.)/60 B= Bottom width of gutter or ditch Z1 = inverse of cross slope one of ditch Z2 = inverse of cross slope iwo of ditch d= depth of flow in gutter (estimate, check estimate with Flow) Area = d'B+d^?12'(Z1+Z2) Wetted perimeter = B"d+(1/sin(atn(121))+1/sin(atn(1/Z2))) Hydraulic Radius = R= Area/Wetted Perimeter Velocity = 1.486/n'R^.667's^.5 Flow = VelocityArea n = 0.016 for asphaft s= longitudinal slope of gutter . BOWSTRING METHOD (TEN YEAR STORM DESIGN) PROJECT: BASCETTA STRIP MALL SWALE DESIGN BASIN: B DESIGNER: JGL DATE: 1-Jun-00 Total Area (calc.) (see H1) 0.68 Time of Conc. (calc.) (see H1) 5.00 Composite "C" (calc.) (see H1) 0.69 Time of Conc. (min) 5.00 Area (Acres) • 0.68 C' Factor 0.69 1700 Impervious Area (sq. ft.) 21275 42e0Pond floor area Volvme Provided (cu. ft.) 208: / o Zq storm (total): yb~ surFace: u/g: 0 Outftow (cfs) 0.3 0.00 Area ' C" Factor 0.47 #1 #2 #3 #4 #5 #S #7 Time Time Intensity Q dev. V in V out Storage Inc. Inc. (min. ) (sec. ) (in.lhr. ) (cFs) (cli. ft, ) (cu. ft. ) (cu. ft. ) (#1'60) (A'C'#3) (Outf.-#2) (#5-#6) 5.00 300.00 3.18 1.49 600 90.00 510 5 300 3.18 1.49 600 90.00 510 10 600 2.24 1.05 738 180.00 558 15 900 1.77 0.63 833 270.00 563 20 1200 1.45 0.68 886 360.00 526 25 1500 1.21 0.57 910 450.00 460 30 1800 1.04 0.49 929 540.00 389 35 2100 0.91 0.43 941 630.00 311 40 2400 0.82 0.38 963 720.00 243 45 2700 0.74 0.35 973 810.00 163 50 3000 0.68 0.32 990 900.00 90 55 3300 0.64 0.30 1022 990.00 32 60 3600 0.61 0.29 1060 1080.00 -20 65 3900 0.60 0.28 1127 1170.00 -43 70 4200 0.58 0.27 1171 1260.00 -89 75 4500 0.56 0.28 1210 1350.00 -140 80 4800 0.53 0.25 1220 1440.00 -220 85 5100 0.52 0.24 1270 1530.00 -260 90 5400 0.50 0.23 1292 1620.00 -328 95 5700 0.49 0.23 1335 9710.00 -375 100 6000 0.48 0.23 1375 1800.00 -425 "208" CALCULATIONS Required grassy swale pond storage volume = Impervious Area x.5 in./ 12 in./ft. = 886 cu. ft. provided: ~p2~cu. ft. OK! 10 YEAR DESIGN STORM-STORAGE CALCULATION Maximum storage required by Bowstring = 563 cu. ft provided: iw cu. ft. OK! 1) kto 9 . PROJECT: BASCETTA STRIP MALL RATIONAL EQUATION (FLOW CALCULATION) BASIN: B DESIGNER: JGL DATE: 01 -Ju n-00 ASSUME 5 MINUTE TIME OF CONCENTRATION Tc (overland) Tc (gutter) Areas "C" A"C Ct = 0.15 L2 = 0 0.49 0.90 0.441 Z1 = 50.0 0.19 0.15 0.0285 L1(A) = 50 Z2 = 0.2 0.00 0.90 0 N(A) = 0.4 B= 0 0.00 0.00 0 S(A) = 0.01 n= 0.016 0.00 0.00 0 s= 0.005 0.00 0.00 0 Tc (A) = 3.60 d= 0.195 0.00 0.00 0 Total A Comp "C" L1(B) = Q Tc (gu) = 0.00 0.68 0.69 N(B) = 0 S(B) = 0 Tc(A+B) = 3.60 Q=C'I'A= 1.49 Tc (B) = 0.0 Tc(tot.) = 5.00 Q(est.) = 0.00 Intensity = 3.18 A = 0.9544275 WP = 9.9508 R = 0.0959 V = 1.37 Tc (total) = Tc (overiand) + Tc (gutter) Tc(gu) = 0.00 Tc (overtand) = Ct*(L1'N/S^0.5)^0.6} Q(est) = 1.31 Ct = 0.15 L1 = Length of Overland Flow Ho{ding = 0.00 N= friction factbr of overtand flow (.4 for average grass cover) S= average slope of overfand flow Tc (gutter) = Length (ft.)Nelocity (ft./sec.)160 B= Bottom widtfi of gutter or ditch Z1 = inverse of cross slope one of difch Z2 = inverse of cross slope two of drtch d= depth of flow in gutter (estimate, check estimate with Flow) Area = d"B+d^212'(Z1+Z2) Wetted perimeter = B*d+(1/sin(atn(121))+1/sin(atn(122))) Hydraulic Radius = R= Area/Wetted Perimeter Velocity = 1.486/n'R^.667`s".5 Flow = Velocity'Area n = 0.016 for asphaft s= longitudinal slope of gutter . BOWSTRING AAETHOD (TEN YEAR STORM DESIGN) PROJECT: BASCETTA STRIP MALL SWALE DESIGN BASIN: C DESIGNER: JGL DATE: 1-Jun-00 Total Area (calc.) (see H 1) 0.23 Time of Conc. (ca1c.) (see H1) 5.00 Composite "C" (calc.) (see H1) 0.70 Time of Conc. (min) 5.00 Area (Acres) 0.23 C' Factor 0.70 HI50, Impervious Area (sq. ft.) 7280 'wPond floor area Volume Provided (cu. ft,) 208: 37L storm (total): 7 surface: 3~ `1 u/g: 0 Outflow (cfs) 0.3 0.00 Area ' C" Factor 0.16 #1 #2 #3 #4 #5 #6 #7 Time Time Intensity Q dev. V in V out Storage Inc. Inc. (min.) (sec.) (in./hr.) (cfs) (cu_ ft.) (cu. ft.) (cu. ft.) (#1'60) (A*C'#3) (Outf.*#2) (#5-#6) 5.00 300.00 3.18 0.52 207 90.00 117 5 300 3.18 0.52 207 90.00 117 10 600 2.24 0.36 255 180.00 75 15 900 1.77 0.29 287 270.00 17 20 1200 1.45 0.23 306 360.00 -54 25 1500 1.21 0.20 314 450.00 -136 30 1800 1.04 0.17 320 540.00 -220 35 2100 0.91 0.15 325 630.00 -305 40 2400 0.82 0.13 332 720.00 -388 45 2700 0.74 0.12 336 810.00 -474 50 3000 0.68 0.11 342 900.00 -558 55 3300 0.64 0.10 353 990.00 -637 60 3600 0.61 0.10 366 1080.00 -714 65 3900 0.60 0.10 389 1170.00 -781 70 4200 0.58 0.09 404 1260.00 -856 75 4500 0.56 0.09 417 1350.00 -933 80 4800 0.53 0.49 421 1440.00 -1019 85 5100 0.52 0.08 438 1530.00 -1092 80 5400 0.50 0.08 446 1620.00 -1174 95 5700 0.49 0.08 461 1710.00 -1249 100 6000 0.48 0.08 474 1800.00 -1326 "208" CALCULATIONS Required grassy swale pond storage volume = Impervious Area x.5 in./ 12 in.lft_ = 303 cu. ft. provided: ~u. ft OK! 371 10 YEAR DESIGN STORM-STORAGE CALCULATION Maximum storage required by Bowstring = 117 cu. ft. provided: Y-2"Cu. ft. OK! 3-7y . PROJECT: BASCETTA STRIP MALL RATIONAL EQUATION (FLOW CALCULATION) BASIN: C DESIGNER: JGL DATE: 01-Jun-00 ASSUME 5 MINUTE TiME OF CONCENTRATION Tc (overiand) Tc (gutter) Areas "C" A'C Ct = 0.15 L2 = 0 0.17 0.90 0.153 Z1 = 50.0 0.08 0.15 0.009 L1(A) = 50 Z2 = 0.2 0.00 0.90 0 N(A) = 0.4 B= 0 0.00 0.00 0 S(A) = 0.01 n= 0.016 0.00 0.00 0 s= 0.005 0.00 0.00 0 Tc (A) = 3.60 d= 0.195 0.00 0.00 0 Total A Comp "C" L1(B) = 0 Tc (gu) = 0.04 0.23 0.70 N(B) = 0 S(B) = 0 Tc(A+B) = 3.60 Q=C"I'A= 0.52 Tc (B) = 0.0 Tc(tot.) = 5.00 Q(est.) = 0.00 Intensity = 3.18 A = 0.9544275 WP = 9.9508 R = 0.0959 V = 1.37 Tc (total) = Tc (overland) + Tc (gutter) Tc(gu) = 0.00 Tc (overiand) = Ct'(L1'N/S^4.5)^0.6) Q(est) = 1.31 Ct = 0.15 L1 = Length of Ovedand Flow Holding = 0.00 N= friction factor of overiand flow (.4 for average grass cover) S= average slope of overiand flow Tc (gutter) = Length (ft.)Nelocity (ft.Isec.)/60 B= gottom wictth of gutter or ditch Zl = inverse of cross slope one of ditch Z2 = inverse of cross slope two of ditch d= depth of flow in gutter (estimate, check estimate with Flow) Area = d"B+d^22"(Z1+Z2) Wetted perimeter = B*d+(1/sin(atn(121))+1fsin(atn(1/Z2))) Hydraulic Radius = R= ArealWetted Perimeter Velocity = 1.486/n'R".667's^.5 Flow = Velocity"Area n = 0.016 for asphaft s= longitudinal slope of gutter • BOWSTRING METHOD (TEN YEAR STORM DESIGN) PROJECT: BASCETTA STRIP MALL SWALE DESIGN BASIN: D DESIGNER: JGL DATE: 1 -1un-00 Total Area (calc_) (see H1) 0.20 Time of Conc. (caic.) (see 1-11) 5.00 Composite "C" (calc.) (see H1) 0.75 Time of Conc. (min) 5.00 Area (Acres) 0.2 C' Factor 0.75 Impervious Area (sq. ft) 0 O Pond floor area Volume Provided (cu. ft.) 208: D storm (totat): 122 surface: / Z Z u/g: 0 Outflow (cfs) 0.3 0.00 Area ' C" Factor 0.15 #1 #2 #3 #4 #5 #fi #7 Time Time Intensity Q dev. V in V out Storage fnc. Inc. (min.) (sec.) (in./hr.) (cfs) (cu. ft.) (cu. ft.) (cu. ft.) (#1 "60) (A'C'#3) (Outf.`#2) (#5-#6) 5.00 300.00 3.18 0.48 192 90.00 102 5 300 3.18 0.48 192 90.00 102 10 600 2.24 0.34 236 180.00 56 15 900 1.77 0.27 266 270.00 -4 20 1200 1.45 0.22 283 360.00 -77 25 1500 1.21 0.18 291 450.00 -159 30 1800 1.04 0.16 297 540.00 -243 35 2100 0.91 0.14 301 630.00 -329 40 2400 0.82 0.12 308 720_00 -412 45 2700 0.74 0.11 311 810.00 -499 50 3400 0.68 0.10 316 900.00 -584 55 3300 0.64 0.10 327 990.00 -663 60 3600 0.61 0.09 339 1080.00 -741 65 3900 0.60 0.09 360 1170.00 -810 70 4200 0.58 0.09 374 1260.00 -886 75 4500 0_56 0.08 387 1350.00 -963 80 4800 0.53 0.08 390 1440.00 -1050 85 5100 0.52 0.08 406 1530.00 -1124 90 5400 0.50 0.08 413 1620.00 -1207 95 5700 0.49 0.07 426 1710.00 -1284 100 6000 0.48 0.07 439 1800.00 -1361 "208" CALCULATIONS Required grassy swafe pond storage volume = Impervious Area x.5 in./ 12 in.fft. = 0 cu. ft. provided: 0 cu. ft. OK! 10 YEAR DESIGN STORM-STORAGE CALCULATION Maximum storage required by 8owstring = 102 cu. ft, provided: 122 cu. ft. OKf • PROJECT: BASCETTA STRIP MALL RATIONAL EQUATION (FLOW CALCULATION) BASIN: D OESIGNER: JGL DATE: 23-May-00 ASSUME 5 MI(VUTE TIME OF CONCENTRATION Tc (overiand) Tc (gutter) Areas "C" A'C Ct = 0.15 L2 = 0 0.16 0.90 0.144 Z1 = 50.0 0.06 0.15 0.009 L1(A) = 50 7-2 = 0.2 0.00 0.90 0 N(A) = 0.4 8= 0 0.00 0.00 0 S(A) = 0.01 n= 0.016 0.00 0.00 0 s= 0.005 0.00 0.00 0 Tc (A) = 3.60 d= 0.195 0.00 0.00 0 Total A Comp "C" L1(6) = 0 Tc (gu) = 0.00 0.22 0.70 N(B) = 0 S(B) = 0 Tc(A+B) = 3.60 Q=C"I"A= 0.49 Tc (B) = 0.0 Tc(tot.) = 5.00 Gl(est.) = 0.00 Intensity = 3.18 A = 0.9544275 WP = 9.9508 R = 0.0959 V = 1.37 Tc (total) = Tc (overtand) + Tc (gutter) Tc(gu) = 0.00 Tc (overland) = Ct`(L1'N/S^0.5)"0.6) Q(est) = 1.31 Ct = 0.15 L1 = Length of Overland Flow Holding = 0.00 N= friction factor of overland flow (.4 for average grass cover) S= average slope of overland flow Tc (gutter) = Length (ft.)Nelocity (ft/sec.)/60 B= Bottom width of gutter or ditch Z1 = inverse of cross slope one of ditch Z2 = inverse of cross slope two of ditch d= depth of flow in gutter (estimate, check estimate with Flow) Area = d*B+d"2!2*(Z1+Z2) Wetted perimeter= B'd+(1/sin(atn(121))+1fsin(atn(1/Z2))) Hydraulic Radius = R= Area/Vlletted Perimeter Velocity = 1.486ln`R^.667's^.5 Flow = Velocity'Area n = 0.016 for asphatt s= longitudinal slope of gutter • BOWSTRING METHOD (TEN YEAR STORM DESIGN) PROJECT: BASCETTA STRIP MALL SWALE DESIGN BASIN: E DESiGNER: JGL DATE: 1-Jun-00 Totaf Area (calc.) (see H1) 0.22 Time of Conc. (calc.) (see H1) 5.00 Composite "C" (ca1c.) (see H1) 0.70 Trme of Conc. (min) 5.00 Area (Acres) 0.22 C' Factor 0.70 Impervious Area (sq. ft) 0 ~ Pond floor area Volume Provided (cu. ft.) 208: Q storm (total): 152 surface: / SZ u/g: 0 Outflow (cfs) 0.3 0.00 Area ' C" Factor 0.15 #1 #2 #3 #4 #5 #6 #7 Time Time intensity Q dev. V in V out Storage fnc. Inc. (min.) (sec.) (in./hr.) (cfs) (cu. ft.) (cu. ft.) (cu. ft.) (#1 *60) (A'C"#3) (Outf."#2) (#5-#6) 5.00 300.00 3.18 0.49 196 90.00 106 5 300 3.18 0.49 196 90.00 106 10 600 2.24 0.34 241 180.00 61 15 900 1.77 0.27 271 270.00 1 20 1200 1.45 0.22 289 360.00 -71 25 1500 1.21 0.19 297 450.00 -153 30 1800 1.04 4.16 303 540.00 -237 35 2100 0.91 0.14 307 630.00 -323 40 2400 0.82 0.13 314 720.00 -406 45 2700 0.74 0.11 317 810.00 -493 50 3000 0.68 0.10 323 900.00 -577 55 3300 0.64 0.10 333 990.00 -657 60 3600 0.61 0.09 346 1080.00 -734 65 3900 0.60 0.09 367 1170.40 -803 70 4200 0.58 0.09 382 1260.00 -878 75 4500 0.56 0.09 394 1350.00 -956 80 4800 0.53 0.08 398 1440.00 -1042 85 5100 0.52 0.08 414 1530.00 -1116 90 5400 0.50 0.08 421 1620.00 -1199 95 5700 0.49 0.07 435 1710.00 -1275 100 6000 0.48 0.07 448 1800.00 -1352 "208" CALCULATIONS Required grassy swale pond storage volume = Impervious Area x.5 in./ 12 in.fft. = 0 cu. ft. provided: 0 cu. ft. OK! 10 YEAR DESIGN STORM-STORAGE CALCULATION Maximum storage required by Bowsfing = 106 cu. ft. provided: 152 cu. ft. OK! • PROJECT: BASCETTA STRIP MALL RATIONAL EQUATION (FLOW CALCULATION) BASIN: E DESIGNER: JGL DATE: 23-May-00 ASSUME 5 MINUTE TIME OF CONCENTRATION Tc (overiand) Tc (gutter) Areas "C" A'C Ct = 0.15 L2 = Q 0.16 0.90 0.144 Z1 = 50.0 0.06 0.15 0.009 L 1(A) = 50 Z2 = 0.2 0.00 0.90 0 N(A) = 0.4 B= 0 0.00 0.00 0 S(A) = 0.01 n= 0.016 0.00 0.00 0 s= 0.005 0.00 0.00 0 Tc (A) = 3.60 d= 0.195 0.00 0.40 0 Total A Comp "C" L1(B) = 0 Tc (gu) = 0.00 0.22 0.70 N(B) = 0 S(B) = 0 Tc(A+B) = 3.60 Q=C'I;A= 0.49 Tc(B)= 0.0 Tc(tot_) = 5.00 Q(est.) = 0.00 Intensity = 3.18 A ~ 0.9544275 W P = 9.9508 R = 0.0959 V = 1.37 Tc (total) = Tc (overland) + Tc (gutter) Tc(gu) = 0.00 Tc (overland) = Ct'(L1 *N/S"0.5)^0.6) Q(est) = 1.31 Ct = 0.15 L1 = Length of Overland Flow Holding = 0.00 N= friction factor of overland flow (.4 for average grass cover) S= average slope of overland flow Tc (gutter) = Length (ft)Nelocity (ft./sec.)!60 B= Bottom wicfth of gutter or ditch Z1 = inverse of cross slope one of ditch Z2 = irnerse of cross slope two of ditch d= depth of flow in gutter (estimate, check estimate with Flow) Area = d"B+d^22'(Z1+72) Wetted perimeter = B'd+(1/sin(atn(121))+1/sin(atn(1/Z2))) Hydraulic Radius = R= AreaNVetted Perirneter Velocity = 1.486/n'R^.667*S^.5 Flow = Velocity'Area n = 0.016 for asphalt s= longitudinal slope of gutter Project 7'ransmittal r RECEIVED Divisivit of Buildiiig at:d Corle Etiforcement • tYew project ~ 1026 tV Broadrvay Avenue 0 C T Z 6:2000 Spokatte, WA 99260 Previous pre-app »ieetitrg ~ Trans»tirtal Date: Mondciy, October 23, 2000 SPOKANE COUNTY ENGINEER Plait revisions ►r'` Site Address: 13221 E 32ND AVE " Project Number: 00000314 Parcel Number: 45274.2910 Zoning: B-3 Fire District: FD 01 Wafer District: UNKNOWN Applicant: MARTIN HILL Owner: BITM LLC 811 W 2ND AVE 3219 S BASCETTA SPOKANE, WA 99204 SPOKANE, WA 99206-3211 (509) 624-4959 Contact: MARTIN HILL Occupant: 811 W 2ND AVE SPOKANE, WA 99204 (509) 624-4959 Contractor: OWNER Arch / Engineer: MARTIN HILL 0 811 W. 2ND AVE 000000, 00 000000 SPOKANE, WA 99204 ( ) - 0 5096244959 Project Description: SPEC RETAIL SALES FOR MULTIPLE TENANTS (PHASE I) Building Landuse Engineer Utilities Health Fire Oist Assessor REVISED ~ Y N~ ~ J SITE/DRAINAGE PLAN x A GE ~ o ~.T This trattsn:ittal is bei►rg circulated along with tlte indicatecl docun:ejtts fur your review. Timely review of the information is important. Please notify the Project Coordinator as well as the applicant and/or coiitact nf any major deficieticies. If the documents meet with your approval please ►iotify the Project Coordinator as soon as possible such tliat ive may include your sigii-uff on the permit applicatiuti. Project Coordiiiator: BURRIS, ROBIN Pliutie: (509)477-3675 Fax: (509)477-7198 . ? BASCETTA STRIP MALL DRAINAGE REPORT Project No. 00-008 06/O 1 /00 ~Q VdA~;.j '•1 OFFICIAL PUBUC 60CU6~tie ~ ~ • ' SiiOKANE COUNTY ENGIfVEER 5 OFFICE OR a ^ PAOJECT 0 ~ . _ w~.: Ol~ ;SUBMT►AL '~G I'1 +.1.. ~ - RMR14 TO COUNTY EMGINEER EXPIRES 2I21/01 ENGINEER' S STATEMENT: The design improvements shown in this set of calculations conform to the applicable editions of the Spokarie Couiity Standards For Raad Arid Sewer ConstructiofT and the Spokane Cuunty Guidelines I%vr S'tafmwater Majurgement. All design deviations have been approved by the Spokane County Engineer. I approve these calculations. Prepared By: Metro Engineering, Inc. S. 324 Sherman St. Spokane, WA 99202 Ph.: (509) 624-9351 Fax: (509) 624-8153 . ~ . DRAINAGE REPORT Project Description The site is located at E. 13220 32IId in the Spokane Valley. The proposed project is a commercial building (strip mall) and related parking, landscaping and site improvements. Drainage Analysis Please reference the Site/Drainage Plan and Drainage Basin Map. The soil on site is Garrison soil, per the SCS soils map (attached), which is pre-approved for the use of drywells in Spokane County. The site will be divided into five (5) drainage basins; Basin A thru Basin E(see the basin map on the following page). Runoff from Basins A, B and C will drain to "208" bio- filtration swales with drywell overflows. Runoff from the building roofs (Basins D and E) will be tightlined to drywells on the North side of the building. The calculations for the "208" swales and drywell sizing follow. ~ } V ~ ~b ~ ~ < C) 1 C C) ~ ; ~ ~I I . ~ CN I r~Q~~ 7 Ik { r ~-y Q~~ p~;~ T 11 ~ ~ I~~~~ C~tl ~ •f~ I~~ I rr.n..rrrwwrr~ ~ r ~ II I ~`Y'- ~ , ~ ~ ~ y I ~ ~ _ ! _ ~ ~ ~ f r y~ as ~ 'J - I . , .c...~~.5 ~ OS-._...__ ..i+.~¢~f15 6'S.6. DS~ ~ O5 ~~'S.O. - fi 5,a, ~5r ~ ~ { ~ _ _ . ~ .i ' . ~ f ~ + . ~ q~ ,1 ' ~ • . LL.' w ~ r i ~ 4 II ~ i ~ ~ F ti ' ~ ~ ~ ti < ~ I~ ~ ti S 4 1 f ~ ~ ~ 1 ~ S S 1 7 ~ ~ASII~ ~ , ; ~ ~ ~ ~ I p t , ~ ~ ~ a ~ ' . ~ ~ , . , ~ ~1 ~ ~ ~ I' ~ ` ~ r I~. w ii ~ . , r , ~ ~ I r I.I p I , " L1J A I , ' ~ . I ~ - - - r r ~ ! ~ ~ - ~ - - ._..r • . , ~ ~ BA ~ ~ ~ A ~ r~ ~ - _ , ,y-- , 1 ~ ~ L / y 4 _ _ ° y ~ z ~ C7 I f ~ m p I ~ ~ ~x~~ ~]R T I I.J,J I c`+ ~ % ~ a . L]H~l~ ~ ~ ~ ~ . , ~ ~ ~ I ~ ~ ~ ~ ~ ya r s + , u a i . 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V ~ ~ • 1 ~ 1 ! ~ ~ 1 \ 5 ~ ~ / , `l ~ . ~ ~ ~ ~ ~ ~ '-~f ry rrr~n~~.~~_r_~~.r~ ~ k ~'1'" ~1 ~ 'y r---~~~~~____;,-~-------~ ,~--~------~---~m~r~_.,r-----_~~__~~y.~~..~_~_~_ _~~~c~~..~~~~m~ S ~e~~ ~ ~ m ~~~A75fINC ORk[WAY ~dP.~~.r~: w rw x ~ r ~ £X~WG 6 M1"[Wa~ p ~ ~c ~ w. ~ F ~ c ~ s o ~ Q ~ a ~ 0~ ~ ~ri~3 DFA'hYfAY 6RbA ~ ~ °~~===ymamQS ~ ~Le..~_ ~ C~' E%iSTIl~ 4RI~W ~ ~ ~ F' ~ ~ r- C`.l ~ ~ ~ ~ ~ ~ ~ y CD ~ ' ~ ~ LO ~ W . U1 ' w Q m ~ W Z ^ ~ ~ ~ ~ O ~ ~ ~ ~ ~ ~ ti ~ IZ) ~ w ~ w 7c cr- ~ x c~ ~ ~ ~ ~D ~D ° ~ ` z ~ - ~ ~ ~ - II 4 m ~ m ~ca~~~ ~ = ~a ~ ~ 00 C) ~ ~ 0 i ~ ~ o0'& 5 ( G?j" \Ln • g ( d P S ~ ~ ► c.~u5 - , ,r..,, ~ ~ ~ ~ 5 z ► r,,,,"""".. 1 / ~ ~ - 4~ ~ ~ ~ ~ r►~ V` ~ • ~ ' ~ c" . . ~ ~~r i 4 - - ~ - A t,, - r-3 ! ' - G ~r _ . r ~ ► t -~''i ~ p, , ~a ~ ~ COUNTY, WASHINGTON - SHEET NUMBER 75 • ' P. 44 E. ins sheet 66) • 11 i • ~9 SG5 So ~ s ~ C CHICAGO ' MlLWAUKEE ST PAUL AND ~ PAClFIC I GgA ~ - -_--I~, ' - - • - _ _ _ ,r;~,~ -r GgA I GgA t Opportunity ! i - 6 ~ , University School Sx6 Gme . A ~ -`i - - Mc8 ~ rHE Prives ; \ Mc ~ • MCB CEMETERY ~ ~ . ` SC}IOOI ~ \ ~ ! \ sxe ~ o 1 \ ~ MaC Mc6 ~ , Bott•dish ~ 17 y School ^ i Mc8 ' 28 , ` 2 =s I N I~ SXB ~ W N S%B •C 1 O \ Sx6 ~i i===== 1 HhA HhA G~ ~ Ggg , G~ -n • SxB ~ LmSi C _ 6,o►.,: " S o :1 si+ c ~ GmB" - ~ StC Cu6 ' ; g / Chester ; ` BbB ~ • Sx6 StE ~ SXB 33 34 ~ Sx8 : .t \ ~0,~, PsA A4aC Cu6\'• HhA ~ C7 c ~ ! ~ C~P~ Gm6 SPC ~ PsA - ~ / - GgA C~ v Kd StE ti ~ , /r~~~..~~ ~i T TKc St Be8 \ ~'j • ~ - ~ N cA v ! ! I • ~ 1 . • PsA f~ . / • . ~ MCB . HhA ~ I SsC ' `TJ Kd ~ NcA\~ ~ NcA _ - ~ ~ / . C 1r`=s=====_ 7 ~ 0 4 0 scc 3 rr ~ spc ; ~ • ~ ~ " ~ ' r - / uB /4ue G~ l Nc~ AU~ 1 ~ $tC u 1 Mile 0 5400 Feet (Joins sheet 84) ~ Scale 1: 20 000 1 1 1 ~ 1 BOWSTRING METHOD (TEfd YEAR STORM DESIGN) PROJECT: BASCETTA STRlP MALL SWALE DESIGN BASIN: A DESIGNER: JGL DATE: 1-J u n-00 Total Area (caic. )(see H 1) 0.26 Time of Conc. (calc.) (see H1) 5.00 Composite "C" (calc.) (see H1) 0.64 Time of Conc. (min) 5.00 Area (Acres) 0.26 C Factor ~.64 impervious Area (sq. ft.) 7615 Pond floor area Volume Provided (cu. ft.) 208: storm (total): 327 surface: SZ7 u/g: 0 Outflow (cfs) 0.3 0.00 Area' C" Factor 0.17 #1 #2 #3 #4 #5 #6 #7 Time Time Intensity Q dev. V in V out Storage inc. Inc. (min.) (sec.) (in.mr.) (cis) (cu. ft.) (cu. ft) (cu. ft.) (#1 "80) (A'C*#3) (Outf.`#2) (#5-#6) 5.00 300.00 3.18 0.53 213 90.00 123 5 300 3.18 0_53 213 90.00 123 10 600 2.24 0.37 262 180.00 82 15 900 1.77 0.29 295 270.00 25 20 1200 1.45 0.24 314 360.00 46 25 1500 1.21 0.20 323 450.00 -127 30 1800 1.04 0.17 329 540.00 -211 35 2100 0.91 0.15 334 630.00 -296 40 2400 0.82 0.14 342 720.00 -378 45 2700 0.74 0.12 345 810.00 -465 50 3000 0.68 0.11 351 900.00 -549 55 3300 0.64 0.11 363 990.00 -627 60 3600 0.61 0.10 376 1080.00 -704 65 3900 0.60 0.10 400 1170.00 -770 70 4200 0.58 0.10 415 1260.00 -845 75 4500 0.56 0.09 429 1350.00 -921 80 4800 0.53 0.09 433 1440.00 -1007 85 5100 0.52 0.09 450 1530.00 -1080 90 5400 0.50 0.08 458 1620.00 -1152 95 5700 0.49 0.08 473 1710.00 -1237 100 6004 0.48 0.08 488 1800.00 -1312 "208" CALCULATIONS Required grassy swale pond storage volume = Impervious Area x.5 in./ 12 in.fft. = 317 cu. ft. provided: 327 cu. ft. OKt 10 YEAR DESIGN STORM-STORAGE CALCULATION Maximum storage required by Bowsiring = 123 cu. ft_ provided: 327 cu. ft. OK! PROJECT: BASCETTA STRIP MALL RATIONAL EQUATION (FLOW CAtCULATION) BASIN: A DESIGNER: JGL DATE: 23-May-00 ASSUME 5 MINUTE TIME OF CONCENTRATION Tc (ovedand) Tc (gutter) Areas "C" A'C Ct = 0.15 L2 = 0 0.17 0.90 0.153 Z1 = 50.0 0.09 0.15 0.0135 L1(A) = 50 Z2 = 0.2 0.00 4.90 0 N(A) = 0.4 B= 0 0.00 0.00 0 S(A) = 0.01 n= 0.016 0.00 0.00 0 s= 0.005 0.00 0.00 0 Tc (A) = 3.60 d= 0.195 0.00 0.00 0 Total A Comp "C" L1(B) = Q Tc (gu) = 0.00 0.26 0.64 N(B) = 0 S(B) = 0 Tc(A+B) = 3.60 Q=C`I'A= 0.53 Tc (B) = 0.0 Tc(tot.) = 5.00 Q(est.) = 0.00 Intensity = 3.18 A = 0.9544275 W P = 9.9508 R = 0.0959 V = 1.37 Tc (total) = Tc (overland) + Tc (gutter) Tc(gu) = 0.00 Tc (overland) = Ct'(L1*N/S^0.5)^0.6) Q(est) = 1.31 Ct = 0.15 L1 = Length of Overland Fiow Holding = 0.00 N= friction factor of overland flow (.4 for average grass cover) S= average slope of overland flow Tc (gutter) = Length (ft.)Nelocity (ft./sec.)/60 B= Bottom width of gutter or ditch Z1 = inverse of cross siope one of ditch Z2 = inverse of cross slope two of ditch d= depth of flow in gutter (estimate, check estimate with Flow) Area = d'B+d^2/2'(Z1 +72) Wetted perimeter = B"d+(1/sin(atn(121))+1/sin(atn(1/Z2))) Hydraulic Radius = R= Area/Wetted Perimeter Velocity = 1.486/n'R^.667's^.5 Flow = Velocity'Area n = 0.016 for asphatt s= longitudinal slope of gutter BOWSTRING METHOD (TEN YEAR STORM DESIGN) PROJECT: BASCETI'A STRIP MALL SWALE DESIGN BASIN: B DESIGNER: JGL DATE: 1-Jun-00 Total Area (calc. )(see H 1) 0.68 Time of Conc. (calc.) (see H1) 5.00 Composite "C" (catc.) (see H1) 0.69 Time of Conc. (min) 5.00 Area (Acres) 0.68 C Factor 0.69 Impervious Area (sq. ft.) 21275 11 ou Pond floor area Volume Provided (cu. ft.) 208: ~ o ZI{ storm (total): 1024 surface: io ZL{ u/g: 0 Outftow (cfs) 0.3 0.00 Area ' C' Factor 0.47 #1 #2 #3 #d #5 #S #7 Time Time Intensity Q dev. V in V out Storage Inc. Inc. (min.) (sec.) (in.mr.) (cfis) (cu. ft.) (cu. ft.) (cu. ft.) (#1'60) (A`C'#3) (OutF.`#2) (#5-#6) 5.00 300.00 3.18 1.49 600 90.00 510 5 300 3.18 1.49 600 90.00 510 10 600 2.24 1.05 738 180.00 558 15 900 1.77 0.63 833 270.00 563 20 1200 1.45 0.68 886 360.00 526 25 1500 1.21 0.57 910 450.00 460 30 1800 1.04 0.49 929 540.00 389 35 2100 0.91 0.43 941 630.00 311 AO 2400 0.82 0.38 963 720.00 243 45 2700 0.74 0.35 973 810.00 183 50 3000 0.68 0.32 990 900.00 90 55 3300 0.64 0.30 1022 990.00 32 60 3600 0.61 0.29 1060 1080.00 -20 65 3900 0.60 0.28 1127 1170.00 -43 70 4200 0.58 0.27 1171 1260.00 -89 75 4500 0.56 0.26 1210 1350_00 -140 80 4800 0.53 0.25 1220 1440.00 -220 85 5100 0.52 0.24 1270 1530.00 -260 90 5400 0.50 0.23 1292 1620.00 -328 95 5700 0.49 0.23 1335 1710.00 -375 100 6000 0.48 0.23 1375 1800.00 -425 "208" CALCULATIONS Required grassy swale pond starage volume = Imperoious Area x.5 in./ 12 in./ft. = 886 cu. ft. provided: 1024 cu. ft. OK! 10 YEAR DESIGN STORM-STORAGE CALCULATION Maximum storage required by Bowstring = 563 cu. ft. provided: 1024 cu. ft. OK! PROJECT: BASCETTA STRIP MALL RATIONAL EQUATION (FLOW CALCULATION) BASIN: B DESIGNER: JGL DATE: 01 -1un-00 ASSUME 5 MINUTE TIME OF COIVCENTRATION Tc (overland) Tc (gutter) Areas "C" A'C Ct = 0.15 L2 = 0 0.49 0.90 0.441 Z1 = 50.0 0.19 0.15 0.0285 L1(A) = 50 Z2 = 0.2 0.00 0.90 0 N(A) = 0.4 B= 0 0.00 0.00 0 S(A) = 0.01 n= 0.016 0.00 0.00 0 s= 0.005 0.00 0.00 0 Tc (A) = 3.60. d= 0.195 0.00 0.00 0 Total A Comp "C" L1(B) = 0 Tc (gu) = 0.00 0.68 0.69 N(B) = 0 S(B) = 0 Tc(A+B) = 3.60 Q=C'I'A= 1.49 Tc (B) = 0.0 Tc(tot.) = 5.00 Q(est.) = 0.00 Intensity = 3_18 A = 0.9544275 WP = 9.9508 R = 0.0959 V = 1.37 Tc (total) = Tc (overtand) + Tc (gutter) Tc(gu) = 0.00 Tc (overland) = Ct*(L1'N/S^0.5)^0.6) Gl(est) = 1.31 Ct = 0.15 L1 = Length of Overland Flow Hokling = 0.00 N= friction factdr of overland flow (.4 for average grass cover) S= average siope of overland flow Tc (gutter) = Length (ft.)Nelocity (ft./sec.)!80 B= Bottom vvidth of gutter or ditch Z1 = inverse of cross slope one of ditch 72 = inverse of cross slope two of ditch d= depth of flow in gutter (estimate, check estimate with Flow) Area = d'B+d^2r1`(Z1+Z2) Wetted perimeter = B'd+(1lsin(atn(121))+1/sin(atn(122))) Hydraulic Radius = R= AreaNVetted Perimeter Velocity = 1.486/n'R^.667"s^.5 Flow = Velocity'Area n = 0.016 for asphatt s= longitudinal slope of gutter BOWSTRING METHOD (TEN YEAR STORM DESIGN) PROJECT: BASCETTA STRIP MALL SWALE DESIGN BASIN: C DESIGNER: JGL DATE: 1 -Jun-00 Total Area (calc.) (ses H1) 0.23 Time of Conc. (caic.) (see H1 ) 5.00 Composite "C" (calc.) (see H1) 0.70 Time of Conc. (min) 5.00 Area (Acres) 0.23 C' Factor 0.70 Impervious Area (sq. ft.) 7280 '&So Pond floor area Volume Provided (cu. ft) 208: '37Z storm (total): 372 surface: 37 Z ulg: 0 Outflow (cfs) 0.3 0.00 Area ' C" Factor 0.16 #1 #2 #3 #4 #5 #6 #7 Time Time Intensity Q dev. V in V out Storage inc. Inc. (min.) (sec.) (in./hr.) (cfs) (cu. ft.) (cu. ft.) (cu. ft.) (#1'60) (A*C'#3) (Outf."#2) (#5-#6) 5.00 300.00 3.18 0.52 207 90.00 117 5 300 3.18 0.52 207 90.00 117 10 600 2.24 0.36 255 180.00 75 15 900 1.77 0.29 287 270.00 17 20 1200 1.45 0.23 306 360.00 -54 25 1500 1.21 0.20 314 450.00 -136 30 1800 1.04 0.17 320 540.00 -220 35 2100 0.91 0.15 325 630.00 -305 40 2400 0.82 0.13 332 720.00 -388 45 2700 0.74 0.12 336 810.00 -474 50 3000 0.68 0.11 342 900.00 -558 55 3300 0.64 0.10 353 990.00 -637 60 3600 0.61 0.10 366 1080.00 -714 65 3900 0.60 0.10 389 1170.00 -781 70 4200 0.58 0.09 404 1260.00 -856 75 4500 0.56 0.09 417 1350.00 -933 80 4800 0.53 0.09 421 1440.00 -1019 85 5100 0.52 0.08 438 1530.00 -1092 90 5400 0.50 0.08 446 1620.00 -1174 95 5700 0.49 0.08 461 1710.00 -1249 100 6000 0.48 0.08 474 1800.00 -1326 "208" CALCUIJATIONS Required grassy swale pond storage volume = Impervious Area x.5 in./ 12 in.tft. = 303 cu. ft, provided: 372 cu. ft OKt 10 YEAR DESIGN STORM-STORAGE CALCULATION Maximum storage required by Bowstring = 117 cu. ft. provided: 372 cu. ft. OK! PROJECT: BASCETTA STRIP MALL RATIONAL EQUATION (FLOW CALCULATION) BASIN: C DESIGNER: JGL DATE: 01-Jun-00 ASSUME 5 MINUTE TIME OF CONCENTRATION Tc (overland) Tc (gutter) Areas "C" A'C Ct = 0.15 L2 = 0 0.17 0.90 0.153 Z1 = 50.0 0.06 0.15 0.009 L1(A) = 50 Z2 = 0.2 0.00 0.90 0 N(A) = 0.4 B= 0 0.00 0.00 0 S(A) = 0.01 n= 0.016 0.00 0.00 0 s= 0.005 0.00 0.00 0 Tc (A) = 3.60 d= 0.195 0.00 0.00 0 Total A Comp "C" L1(B) = 0 Tc (gu) = 0.00 0.23 0.70 N(B) = 0 S(B) = 0 Tc(A+B) = 3.60 Q=C'I'A= 0.52 Tc (B) = 0.0 Tc(tot.) = 5.00 Q(est.) = 0.00 Intensity = 3.18 A = 0.9544275 WP = 9.9508 R = 0.0959 V = 1.37 Tc (total) = Tc (overiand) + Tc (gutter) Tc(gu) = 0.00 Tc (overland) = Ct'(L1'N/S^0.5)^0.6) Q(est) = 1.31 Ct = 0.15 L1 = Length of Overland Flow Holding = 0.00 N= friction factor of overland flow (.4 for average grass cover) S= average sJope of overland flow Tc (gutter) = Length (ft.)Nelocity (ft.fsec.)/60 B= Bottom width of gutter or ditch Z'1 = inverse of cross slope one of ditch Z2 = inverse of cross slope two of ditch d= depth of flow in gutter (estimate, check esfimate with Flow) Area = d"B+d^212"(Z1 +Z2) Wetted perimeter= B'd+(1/sin(atn(1/Z1))+1/sin(afi(122))) Hydraulic Radius = R= ArealWetted Perimeter Velocity = 1.486/n'R^.667's^.5 Flow = Velocity*Area n = 0.016 for asphalt s= longitudinal slope of gutter BOWSTRINCC METHOD (TEN YEAR STORM DESlGN) PROJECT: BASCETTA STRIP MALL SWALE DESIGN BASIN: D DESIGNER: JGL DATE: 1 -Jun-00 Total Area (calc.) (see H1) 0.20 Time of Conc. (calc,) (see H1) 5.00 Co m posite "C" (calc. )(see H 1) 4.75 Time of Conc. (min) 5.00 Area (Acres) 0.2 C Factor 0.75 Impervious Area (sq. ft.) 0 O Pond floor area Volume Provided (cu_ ft.) 208: D storm (tota!): 122 su rface: / 2 Z- u/g: 0 Outflow (cfs) 0.3 0.00 Area ' C" Factor 0.15 #1 #2 #3 #4 #5 #6 #7 Time Time Intensity Q dev. V in V out Storage fnc. Inc. (min.) (sec.) (in./hr.) (cfs) (cu. ft.) (cu. ft.) (cu. ft.) (#1*60) (A"'C'#3) (Outf.`#2) (#5-#6) 5.00 300.00 3.18 0.48 192 90.00 102 5 300 3.18 0.48 192 90.00 102 10 600 2.24 0.34 236 180.00 56 15 900 1.77 0.27 266 270.00 -4 20 1200 1.45 0.22 283 360.00 -77 25 1500 1.21 0.18 291 450.00 -159 30 1800 1.04 0.16 297 540.00 -243 35 2100 0.91 0.14 301 630.00 -329 40 2400 0.82 0.12 308 720.00 -412 45 2700 0.74 0.11 311 810.00 -499 50 3000 0.68 0.10 316 900.00 -584 55 3300 0.64 0.10 327 990.00 -663 60 3600 0.61 0.09 339 1080.00 -741 65 3900 0.60 0.09 360 1170.00 -810 70 4200 0.58 0.09 374 1260.00 -886 75 4500 0.56 0.08 387 1350.00 -963 80 4800 0.53 0.08 390 1440.00 -1050 85 5100 0.52 0.08 406 1530.00 -1124 90 5400 0.50 0.08 413 1620.00 -1207 95 5700 0.49 0.07 426 1710.00 -1284 100 6000 0.48 0.07 439 1800.00 -1361 "208" CALCULATIONS Required grassy swale pond storage volume = Impenrious Area x.5 in./ 12 in.fft. = 0 cu. ft. provided: 0 cu. ft. OK! 10 YEAR DESIGN STORM-STORAGE CALCULATION Maximum storage required by 8owstring = 102 cu. ft. provided: 122 cu. fit. OK! • PROJECT: BASCETTA STRIP MALL RATIONAL EQUATION (FLOW CALCUTATION) BASIN: D DESIGNER: JGL DATE: 23-May-00 ASSUME 5 MINUTE TIME OF CONCENTRATION Tc (overland) Tc (gutter) Areas "C" A'C Ct = 0.15 L2 = 0 0.16 0.90 0.144 Z1 = 50.0 0.06 0.15 0.009 L1(A) = 50 Z2 = 0.2 0.00 0.90 0 N(A) = 0.4 B= 0 0.00 0.00 0 S(A) = 0.01 n= 0.016 0.00 0.00 0 s= 0.005 0.00 0.00 0 Tc (A) = 3.60 d= 0.195 0.00 0.00 0 Total A Comp "C" L1(B) = 0 Tc (gu) = 0.00 0.22 0.70 N(B) = 0 S(B) = 0 Tc(A+B) = 3.60 Q=C"I*A= 0.49 Tc (B) = 0.0 Tc(tot.) = 5.00 Q(est.) = 0_00 intensity = 3.18 A = 0.9544275 WP = 9.9508 R = 0.0959 V = 1.37 Tc (total) = Tc (ovedand) + Tc (gutter) Tc(gu) = 0.00 Tc (overiand) = Ct'(L1'N/S^0.5)^0.6) Q(est) = 1.31 Ct = 0.15 L1 = Lengtfi of Overland Flow Holding = 0.00 N= friction factor of ovedand flow (.4 for average grass cover) S= average slope of ovehand flow Tc (gutter) = Length (ft.)Nelocity (ft./sec.)/60 B= Bottom width of gutter or ditch Z1 = inverse of cross slope one of ditch Z2 = inverse of cross slope two of dftch d= depth of flow in gutter (estimate, check estimate with Flow) Area = d*B+d^2/2*(21+Z2) Wetted perimeter = B*d+(1/sin(atn(121))+1/sin(atn(1/Z2))) Hydraulic Radius = R= Area/Wetted Perimeter Velocity = 1.486/n'R^.667's^.5 Flow = Velocity'Area n = 0.016 for asphatt s= longitudinal slope of gutter BOWSTRING METHOD (TEN YEAR STORM DESIGN) PROJECT: BASCETTA STRIP MALL SWALE DESIGN BASIN: E DESIGNER: JGL DATE: 1-J u n-00 Total Area (calc. )(see H 1) 0.22 Time of Conc. (caic.) (see H1) 5.00 Composite"C" (caic.) (see H1) 0.70 Time of Conc. (min) 5.00 Area (Acres) 0.22 C' Factor 0.70 Imperoious Area (sq. ft.} 0 10 Pond floor area Volume Provided (cu. ft.) 208: Q storm (total): 152 surtace: 1 SL u/g: 0 Outflow (cfs) 0.3 0.00 Area ' C" Factor 0.15 #1 #2 #3 #4 #5 #6 #7 Time Time intensity Q dev. V in V out Storage inc. Inc. (min.) (sec.) (in./hr.) (cfs) (cu. ft.) (cu. ft.) (cu. ft.) (#1'60) (A"Ct#3) (Outf."#2) (#546) 5.00 300.00 3.18 0.49 196 90.00 106 5 300 3.18 0.49 196 90.00 106 10 600 2.24 0.34 241 180.00 61 15 900 1.77 0.27 271 270.00 1 20 1200 1.45 0.22 289 360.00 -71 25 1500 1.21 0.19 297 450.00 -153 30 1800 1.04 0.16 303 540.00 -237 35 2100 0.91 0.14 307 630.00 -323 40 2400 0.82 0.13 314 720.00 -406 45 2700 0.74 0.11 317 810.00 -493 50 3000 0.68 0.10 323 900.00 -577 55 3300 0.64 0.10 333 990.00 -657 60 3600 0.61 0.09 346 1080.00 -734 65 3940 0.60 0.09 367 1170.00 -803 70 4200 0.56 0.09 382 1260.00 -878 75 4500 0.56 0.09 394 1350.00 -956 80 4800 0.53 0.08 398 1440.00 -1 Q42 85 5100 0.52 0.08 414 1530.00 -1116 90 5400 0.50 0.08 421 1620.00 -1199 95 5700 0.49 0.07 435 1710.00 -1275 100 6000 0.48 0.07 448 1800.00 -1352 "208" CALCULATIONS Required grassy swale pond storage volume = Impenrious Area x.5 in./ 12 in.fft. = 0 cu. ft. provided: 0 cu. ft. OK! 10 YEAR DESIGN STORM-STORAGE CALCULATION Maximum storage required by Bowstring = 106 cu. ft. provided: 152 cu. ft. OK! PROJECT: BASCETTA STRIP MALL RATIONAL EQUATION (FLOW CALCULATION) BASIN: E DESIGNER: JGL DATE: 23-May-00 ASSUME 5 MINUTE TIME OF CONCEIVTRATION Tc (overiand) Tc (gutter) Areas "C" A'C Ct = 0.15 L2 = 0 0.16 0.90 0.144 Z1 = 50.0 0.06 0.15 0.009 L1(A) = 50 Z2 = 0.2 0.00 0.90 0 N(A) = 0.4 B= 0 0.00 0.00 0 S(A) = 0.01 n= 0.016 0.00 0.00 0 s= 0.005 0.00 0.00 0 Tc (A) = 3.60 d= 0.195 0.00 0.00 0 Tota1 A Comp "C" L1(B) = 0 Tc (gu) = 0.00 0.22 0.70 N(B) = 0 S(B) = 0 Tc(A+B) = 3.60 Q=C'I*A= 0.49 Tc (B) = 0.0 Tc(tot.) = 5.00 Q(est.) = 0.00 Intensity = 3.18 A = 0.9544275 WP = 9.9508 R = 0.0959 V = 1.37 Tc (total) = Tc (ovedand) + Tc (gutter) Tc(gu) = 0.00 Tc (overland) = Ct'(L1 `N/S"0.5)"0.6) Q(est) = 1.31 Ct = 0.15 L1 = Length of Overland Flow Holding = 0.00 N= friction factor of ovedand flow (.4 for average grass cover) S= average slope of overland flow Tc (gutter) = Length (ft)Nelocity (ft./sec.)/60 B= Bottom width of gutter or ditch Z1 = inverse of cross slope one of ditch Z2 =+nverse of cross slope two of ditch d= depth of flow in gutter (estimate, check estimate with Flow) Area = d'B+d^22'(Z1+Z2) Wetted perimeter = B'd+(11sin(atn(121))+'!/sin(atn(1/Z2))) Hydraulic Radius = R= Area/Wetted Perimeter Vefocity = 1.486/n'R^.667`s^.5 Flow = Velocity*Area n = 0.016 for asphatt s= longitudinal slope of gutter ' Pro 'ect Tra nsyn ittal R~cEiv Ea ~ Divisimi of 13uildiitg aird Cade HscfOi'CG1llGiil AUG 0 2 2000 1Vew prnjeCt ~ 1026 6V. Broatt►aa}J Aveurre ~NEER SpOkll~te, {'VA 99260 SPOKANE COUNTY EP~G Previocrs pre-app ineetiii~ E I I rairsinitta! Date: Werlnesdny, August 02, 2004 1'lan .evisiot,s~ Site Address: 13221 E 32ND AVE Project Number: 00000314 Parcel Number: 45274.2910 Zoning: B-3 Fire District: FD 01 Water District: UNKNOWN Applicant: MARTIN HILL Owner: BITM LLC 811 W 2ND AVE 3219 S BASCETTA SPOKANE, WA 99204 SPOKANE, WA 99206-3211 (509) 624-4959 Contact: MARTIN HILL Occupant: 811 W 2ND AVE SPOKANE, WA 99204 (509) 624-4959 Contractor: OWNER Arch / Engineer: MARTIN HILL 0 811 W. 2ND AVE 000000, 00 000000 SPOKANE, WA 99204 ( ) - 0 5096244959 Projecr Description: SPEC RETAIL SALES FOR MULTIPLE TENANTS (PHASE I) Building Landuse Engineer Utilities Health Fire Dist Assessor REVISED SITE PLAN 4+ ~ NURSERY ESTIMATE ~ ~ f ~ Tltis trans»ritttrl is beiitg circulated along with tlte indicated rlocuments for your review. Timely review of tfie itrformation is importailt. Please notify the Project Coof•dinator as ►ve![ as the applicant anrl/or cofitact of aity fnujor deficie►tcies. If tlie documents meet with your approval please notify the Project Coortlinator as soon as possible such that we may iticlude your sign-off on the permit application. Project Coordi,cator: BURRIS, ROBIN Pfione: (509)477-3675 Fax: (509)477-7198 f~ S P O K A T-7' E C O"C_T N T Y DNISIO[V OF ENGIFVEERING AND ROADS A DIVISION OF THE PUBLIC WORKS DEPARTMENT Date: November 15, 2001 To: John Larson, Building & Cod orcement From: Gary Nyber County Engineers . Re: Certificate of Occupancy - Release Project: Bascetta - Retail Strip Mall Address: 13220 E. 32nd Permit: B00000314 The Record Drawing prepared by Metro Engineering for the private drainage system has been accepted and a copy enclosed. - The County Engineers release their hold on the issuance of the Certificate of Occupancy for the Phase 1 building. Encl : Record Drawing gn\g:\commlCofl7re1ease.doc _ 1026 W. Broadway Ave. • Spokane, WA 99260-0170 •(509) 477-3600 FAX; (509) 477-7655 (2nd Floor) 477-7478 (3rd Floor) • TDD: (509W, 7-713f 1VIETRO EIVGINEEWING, INC. S. 324 Sherman Z~IUTTER 4F TRANSMITTAL Spokane, WA 99202 NOv (509) 924-93 S l fax: (509) TO: Date: 11I14/2001 Job No: 00-008 Spokane County Engineers Attention: Ga.ry Nyberg, P.E. Re: 13220 E. 32nd Avenue (Mike Bascetta) 1026 W. Broadway Record Drawing Spokane, WA 99260 WE ARE SENDING YOU: x Attached ~ Under separate cover via the following items: Shop Drawings X Prints Plans Samples Copy of Letter Change Order Specifications Mylar Copies ~ Date ~ No. ~ Description 1 1 Record Grading and Drainage Pla.n THESE ARE TRANSMITTED AS CHECKED BELOW: For approval Approved as submitted Resubmit copies for approval X For your use Approved as noted Submit copies for distribution X As requested Returned for correction Return corrected prints For review and comment For bids due Prints returned after loan to us COMIVMNTS: Please call me if you have any questions. Thank you! %Pr ~ COPY TQ: John Larson; Spokane Co. Bldg. Dept. SIGNED: Mike Bascetta Joel ~Lee, P.E' ~ ~