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SP-1189-98 ~ I - ~ Z3HQ . • , ~ ~ ~ F ~ I ~~~Z~~' ~ nJ`' 4C'~\ ~ • `,z ~ J • ~ - I 29 • •~9g 24TH - c . ~ ! ' • ~ AVENUE f J J ~ ~ \ r ~ ~ t-~_ ' , ~c Zo 41 ~ + , ` , ' ' • r ' \ , • ' ' ^ , ` ~C~ ( " ` ~ _ , ~ L' r ''~CINE,.'/_~~ ~4 .~~'1VE AB~.~~ " ' J ' ' ' il . " ~ , « . _ , _ ~~'x_- , ~ ' _ ~y , ► ~ ~ ~.,,x - o. _ . „ _ ti99 , ~ • :;,4 ,t~ ~ ~ ~ _ ( / r~ O ~ L• :O • ' ~ ~ ~ ~ 1 t ~ ! L 2•, ~Y~ /J Y . . , _IL a • ~ • i ; • o~ 'k~~` _a: ~ , • ` \ i • •c~'~', ' - 0 32 - - - ~~:~►s~~~t'j; ~ , - ~ } r Q !r t • ' ~ 35TH AVENI l~ • ~ ~ ~ r r SP-1189-98 BASCETTA LANE - `208' SWALE DRAINAGE REPORT Metro Engineering's Project No. 01-025 07/03/01 R EC EIVE D ~ JUL 10 A1fl1 r♦ _ - - / #~QIS30891 TS~~~ ♦ N A1. ti~b IEXPIRES ?J211 03 I ENGINEER'S STATEMENT: The design improvements shown in this set of catcularions conform to the applicable editions of the Spokrnre Corifity Staridards For Road.4jld Sewer Constructiori and the Spokane Cotmty Giiidelines For Stormwaler Management. All design deviations have been approved by the Spokane County Engineer. I approve these calculations. Prepared By: Metra Engineering, Ine- p~CI,Al- pUgLIC DOCUMENT S. 324 Shern2an St. SppKANE cCUMY ENGINEER'S OFFiCE ~ Spokane, WA 99202 OR G L Ph.: (509 624-9351 ~ PROJECy # se.1LBC1 • Fax: (549) 624-8153 SUBM7AL # RETURN TO COUIr1TY ENGINEER r NARATIVE Project. Description Tlie, proposed,,projectIs a two=lot short plat; (SP-11:89-98)]ocated in the Spokane. Valley. The proposed lots front':on-an,existing:private lane, -Bascetta.Lane. Drainage,Analysis Please.reference "the, attached Drainage Bas'in, Map, and--tlie.`208' Svvale,Plan.. T-he_runoflFfrom'/Z~the,,streetalong theftontage_of the lots,,will be_collected via aditch. Tlie.nuioff will`then be treated and disposed -of by a-standard `208' swale located on Parcel.R. The ~swale will-,overflow to -a 'standard T.,ype `A' Spokane' County dry,well. The calculations fon the. proposed- "208" swale and dr.ywell are attacbed. ~ . lo -C' ' ~ C' ~ 1 I ~ r c) c~ A. ~.Do .O "7 r ~ - - 14 , vse- ~ 0-,'s - - 0 ~ ~ ~ ~ ~ _ _ _ i r ~ BOWSTRIN(3 METHOD (TEN YEAR STORM OESIGN) PROJECT: BASCETTA LANE DETENTION BASIN DE31CN BAS1N: 1/2 STREET DESIGNER: JGL GRAVEL BED PROPOSED DATE: 2-J"1 0 Gravet bed flaor length 0.00 8oi1 penc rate (tNhr) 0 Grevel bed ftoor width 0 Gravel Bed Depth Tota! Area (calm) (see H1) 0.25 Time otConc. (calc.) (see H1) 5.00 Composite "C" (calc.) (see H1) 0.40 Time of Cortic. (min) 5.00 Area (Acres) 0.25 ~ C' Factor 0.40 208 Impervious Area (sq. ft.) 2912 ~ 275 Pond floor area v/ Volume Provided (au. R) 208: 138 stomn (total): aoe @ q'' D@ep surtace: 0 ulg: 208 Outflow (c4s) 0.3<-Z._ 0.00 Area' C' Factof 0.10 O~•e TyP.c %Ot ` Prrw,~ ~I _ _ ~ ~ ~ #1 #2 #3 #4 #5 !{g #7 Time Tfine tntensity 0 dev. V fn V out Storage tr►c. Inc. (min.) (sec.) (in./hr.) (cfs) (cu. R.) (cu. R) (cu. R) (#t 'SO) (A'C'#3) (Outf *#2) (#54#6) 5.00 300.00 3.18 0.31 127 80.00 37 5 300 3.18 0.31 127 80.00 37 10 600 2.24 0.22 156 180.00 -24 15 900 1.77 0_18 176 270.40 ,94 20 1200 1.45 0.14 187 360.00 -173 25 1500 1.21 0.12 192 450.00 258 30 1600 4.04 0.10 186 540.00 -•344 35 2100 0.91 0.09 196 630.00 -432 40 2400 0.82 0.08 203 720.00 •517 45 2700 0.74 0.07 205 810.00 -605 SO 3000 0.68 0.07 209 900.00 -691 55 3300 0.64 0.06 216 990.00 -774 60 3600 0.61 0.06 224 1080.00 -858 85 3900 0.60 0.06 238 1170.00 -932 70 4200 0.58 0.06 247 1260.00 -1013 75 4500 0.58 0.06 255 1350_00 -1095 80 4800 0.53 0.05 257 1440.00 -1183 85 5100 0.52 0.05 268 1830.00 -1282 80 5400 0.50 0.05 272 1620.00 -1348 e5 5700 0.49 0.05 281 1710.00 -1429 100 6000 0.48 0.05 290 1800.04 -1510 208 POND RE4UIREMENT Reguired grasay swale pond storage volume = Impervious Area x.5 in./ 121n.fft = 121 cu. R f provided: 137.5 cu. R OKd POND STORAGE REDUIREMENT -10 YEAR DE31GN STORM / Maodmum storage required by Bovvstring = 37 cu. ft / provided: 206 cu. R OK! ~ bascetta lane ~ • ~ RATtONAL EQUATION (FLOW CALCULATION) PROJECT: BASCETT'A IANE BASIN: 12 STREET DEStGNER: JGL A~.SSUME 5 MIN. TC pATE: 2-Jut-~1 Tc (overiand) Tc (guiter) Areas °C' A'C Ct = 0.15 l2 = 0 0.07 0.90 0.063 Z1 = 150.0 0.18 0.20 0.038 L1(A) ~ 40 72 = 50.0 0.00 0.90 0 N(A) = 0.4 8= 0 0_00 0.90 0 S(A) = 0.01 n= 0.026 0.00 0.00 0 s= 0.010 0.00 0.00 0 Tc (A) a 3.15 d= 0.114 0.00 0.00 0 Tataf A Comp "C" L1(8) = 0 Tc (gu) = 0.00 0.25 0.40 N(6) = 0 S(8) = 0 Tc(A♦B) = 3.15 0=C'1'A= 0.31 TC (B) = 0.0 Tc(tct) = 5.00 Q(est) = 0.00 Irrtensily = 3.18 A = 1.2996 UNP = 22.8015 R = 0.0570 V = 0.85 Tc (total) = Tc (ovedand) + Tc (gutter) Tc(gu) = 0.00 Tc (overland) = Ct'(l1 `IVfS110.5)A0.6) Q(est) = 1.10 Ct = 0.15 L1 = length of Qverland Flow Hoiding = 0.00 N= ftidion facior of ovefiaind flow (.4 for everage grass cover) S= averege slope of oved8nd ftow tc (gutter) = length (R}IVefocitY (ttlsec.Y60 B= Bottom wkfth of gutter or ditch t1 = inveree of cross slope one of ditch Z2 = irrver+se of cross sloae two of clitch d= depth af flow in gutter (estmate, check estimate with Ftow) Aree = d'B+d^212'(Z1+Z2) Wetted petimeter = 8•d+(1/sin(atn(121))+1lsin(atn(122))) Hydraufic Rad'ius = R= AreaMletted Perimeter Veloccityy =1.488ln'R".667's".5 Fbw = Vetocily'Area n = 0.016 for asphaft s= longibudinal slope oi gutter Ca::Cek:u ~~JL! 'NGINEER'S REVIEW SHEET ls~ Date FiiCd Date As 13uilt Plans Receive:l Date Road Plans Approvc:d SHORT PLAT F1LE # SP_1189 _98 \'ew Road St:inclards 5-15-95 N1~lar n: - ('c►mPanion Filr Rrlatccl I=ile Hearing ll:tte II Ii►n~: ll yumhcr: I3uilciint Dert 1f: Tec:hnical Re%ir~v Uate: TR 'l'ittie: 'F R n Review Datc: 07i30/1998 R Time: R h'umhcr: Date Rrcriveci: 07i 15,1998 Rrvicw "I'`Pc: Large Lot [31dg. Syuare Fe No. Lut 2 No. Acrc 5.80 Pre>ject Name: SRR-5 & t!K-3.5 SINGLE RES Range '1'own,hip-Seetion: 44_ 25 - iq Site Address: W DISHMAN MICA/S 24"I1i,1E BASCETTA LN PA1tcEL(s): (first 20) Applicunt Name: BASCL"I'TA, A11KE Phune (509) 927-7951 45290 9111 :%pplicani :'1dJress 3117 S BASCETTA Lti p}wnc: 2# SP(_)liANE. WA 99201 Floud %otie Y« 11'ater 4 Sewcr 1 Schcwl 356 F-irC 1 Phunc l!S 1\LS Date (7011litiunti MailcJ: -4 Billiiig BASCE"I"TA, titIhE Owner: BASCL'1"I':'1, hi1KC I:nLineer MELVIh TAGGART :'lildrrss: 3117 S BASCETCr'1 LN qddress 3117 S BASCETTA I.N Comrany TAGGAR"T GNG & SUR SI'OK.AtiC. WA 99206 SPUKANE. 1VA 99201 Addrrss: 5472 11«'Y 95 POTLAI'CH ID 83855 Phonc: (5091 9-17-7951 Phonc: +:~09) 927-7951 Phone: 800-6373074 Fax: 800-637-3074 Signed Nam MIKE BASCE'I"I'A Kuilcfing ti 456-3675 / Planiiing # 456-2205 Contact: TAMNtY JONFS _ Date Sub itted Description Initials DATE TE:CHNICAI,LY COMPLETE DATE NOT TECHNICALLY COMI'LETE 07r`o9/1998 DATE PAY FE•ES RECEIVED FINAL P1.A'I' HES CONIPLETE llATE PRIOKI"1'YFrES RECEIVED COPY 'I'O ACCOLIN"I'ING NO"I'[CE: TO PUBLIC ! NOT[CE TO P1.13L1G # 1 3 4 G CONiPLETEU -OR hECDS 'f0 BE SIGNED Ili Uut kl ln-llur In-Out ~13 llE:SIGN UEVIATION UA'1'!:S IN-OUT ln-Out a4 In-Uut a5 ln-vut zti ; r 130ND QUANTITIES FOR DRAINAGIi I'1'CM CALCULATEU DATE BOND RECEIVED 13ONn AMOUNT RECEIVE.U DATE BOND REI.I:.ASE - DATE BOND REDUCED I3UND BA1..ANC'E Ilearing Date Decision Approvrd Drnird Continued AppxaleJ 13CC ArProved I)rnird Appealed to Cuurt Appruved Uenird Cnntinucd Final Project Statu~ STAh1PED MYLARS TO SECItf;"I'ARY {SANllY i STAhiPED 208 LOT PLA NS TU SECRE'I't1RY ( SAti I)l' ) ' i t.c.•~,,c i~,(,i ►t,~ ~ ~~S ~ ~ ~c > lc t=, 3 v ~ ~r:fi~~~ c" ~ 7►z ~ . ~ 3, , ~ ~ i'~I ~t~xGt~ ~~ti~~s ,~~,~t~ ~~~t l~ I l,^~~_,~ 1 ;,ti .:j;:~irrr'7+Z ~f~(~C+~Lf Si Pu~ av )al~ lC -TI 3 01o t Uvr e w c,o~Y►rrorfi5 orn 5ub rntftl, V?.. o ui- c.PC eki to t ecave Co ~i ~s aF o~• bu.~ 1 t d~t.ft 4 ~d's t~amrncn~ts ke SoeL t,ee Lp~ ~ . 1411ZS1o1 S it-e V i S *kt (5o hn Noh rnan , Gndq Gal1e►rt cDc ~ . IL ~ i S P O K A NIE C O U N T Y DINISION OF fiNGINEBRiNG AtoiD RAADS A DtVIS(Oti' OF THE Pt18i.tC WORKS DEPARTMEw Juay 30, Zooi Joel Lee, P.E. Metrro Engineering, Inc. S. 324 Sherman Street Spokane, WA 99202 Subject: SP1189 - Bascetta Lane Review comments for Submittal #2 Dear Joel, We reviewed yaur July 10, 2001 submitta] of the design documenis for this project. Tbe fotlowing items need to be addressed or resolved prior to acceptance of the plans: 1. Please submit "as built" plans for Bascetta Lane that show the private road complies with Spokane County Standards (see Engineering aad Roads Conditivns of Approval number 9). 2. A submittal checklist needs to be inctuded with every submittal. 3. Thc developer needs to sign the road and drainage plans. 4. A vicinity map needs to be included on the plans. 5. Please verify thai all t6e Spokane County Standand Notes have been included. 6. The `208' swale needs 6 inches of freeboard above the maximum surface elevation for the design storm. 7. Please provide dimeasions for the `208' swale, incinding dimensioas from a known point of origin. In addition, the plan view contours aecd to correlate with the cross-section by showing the berm. 8. Dimensions aeed to be included for the ditch alignmeat. 9. Drywell staiioning needs to be provided. 10. A basin map needs to be provided to show the arm used for the drainage analysis. 11. A SCS soils map aeeds to be included cvith the subntittal. 12. Please provide ditch calculations that confirm that the ditch caa coatain the SO-year storm plus 30°/a .freeboard. 1026 W. araadway Ave. 9 Spakane, WA 992"170 •(509) 477-3600 FAX: (509) 471-9655 (2nd Floor) 479-7478 (3rd Fleor) • T'DD: (509) 47I-7133 J i Thank-=you for.your, attention tolhese~`issues. If.y,ou_ have:any questions;about•ihis revievv;,-please contact- c*ay cauan at,.477-3600. ,Sincerely, .Jbhn V:,Hohman; RE. Development:Services: Engineer/Manager lc~a ~ ~a Cindy D. Calh* ;E.I.T. Vlan, Review Engineer cc: Project file Froject sponsor - NwBascetta.. Project coordinator-- Tammy Jones, Spokane Coumy'Planning- i T I ~ f t 0 S P O K A N E C O U N T Y DMSIOI+F OF FNGIIVEERIIITG AND ROADS NATUAE SAVER"" FAX MEMO 01616 0&7(ut pl RaHas I~.. To So e l, Lee Fram C ot~ coun Co f0eot N%,tTc eh . ~ C°' SpoM11e Co• - July 30, 2001 07 SO 01 ~p4nQ ~ Phona # `I 41 -r - 3fp00 Joel Lee, P.E. Fax «G24 - $153 IFax l Metro Engineering, Inc. ' S. 324 Sherman Street (ovey , Spo~IIC, wA 99202 NATURE SAVERTM FAX MEMO 01616 aIsp 7130 101 I'Pagcq ►A. To Cq ~ ~A'JCCF~om CIY1d 3 Subject: SP1189 - Bascetta Lsne Ca./Dept. Ca 5pokAh e Co. Review comments for Submittal #2 Rhone # Fhana # y7•~ -3,DO Q Dear Joel, y y y- 2417 ~ Fax ! We reviewed your July 10, 2001 submittal of the desiga documenfis for this project. The following items need to be addressed or resolved prior to acceptance of the plans: 1. Please submit "as built" plans for Bascetta Lame thai sh+ow the private road complies with Spokaoe County Standards (see Engineering and Roads Conditions of Approval number 9). 2. A submittail check]ist needs to be included with every subauttal. 3. The developer needs to sign the road aad drainage plans. 4. A vicinity map needs to be included on the plans. 5. Please verify that all the Spokane Cowaty Standard Notes have been included. 6. The `208' swale needs 6 inches of freeboazd above the maximum surface elevation For the design stoBn. 7. Please provide dimensions for the `208' svvale, inclnding dimensions from a known point of origin. In addition, the plan view contours need to correlate with the cross-se,ction by showing the berm. 8. Dimensions need to be included for the ditch alignment. 9. Drywell starioning needs to be pravided. 10. A basin map needs to be provided to show the areas used for the drainage analysis. 11. A SCS soils map aeeds to be included with the submittal. 12. Ple,a.se provide ditch calculations that confum tbat the ditch can contain the 50-year stoan plus' 30% freeboard. 1026 W. Braadway Ave. • Spokane, WA 49260-0170 •(509) 477-3600 FAX: (509) 477-7655 (2nd Fioor) 477-7478 (3rd Floor) • TDD: (509) 477-7133 'Tbank.youi for youxatt~ation'to :these issues.• If you:~have an"y. questions~about tliis, review~.plea"se.coritact Ciady Ca1laa.af477.-3600: • Siacerely, John V..Hohm.an,,'P:E. . D"evetopment Services; Engineer/htanager Cindy D. Callan, E:I.T. P1an.Revie.w Engineer cc:; Project'~file -Projec#.,sponsor -~Mike: Bascen Praject'coordiuator - Tammy Jone,s; Spokane,County Planning. ~ w f PLAN REVIEW CHECKLIST PROJECT CPf' -1 REVIEW al-0 DATE: ~UIl) k`D ~ UO ( PROJECT NAME: bQ S Ceft Lane . courrrx xEvUwwER: Gtr1d Caq4LM.. PROJECT ENGINEER: TOe l. LLe - M,e" pgpJECT SPONSOR: M~twt lbQSCtC'~ io,C115 G%Yld ouId5 ADMINISTRATIVE REQUIREMENTS v.[4.DNIa❑ 1. Is there asigned fee agr~a.~meut? Ve,[~Qno0ruA❑ 2. I have ttoted the plaas inlplans out dates on the pink sheet ve,[vrNo(]hiA❑ 3. Tbe file contains u Spokane County Engineers Section map, Assessor's map and aeriaI photo. ,.C,(]No[]`iA❑ 4. Was there a site visit? If so, dnte: PLAN / DRAINAGE REPORT REQUIREMENTS v~efJ]NIA❑ 1. Tlle plans and calculations nre stamped, signed and dated by a Waslungtoa P.E. rCzO8NaQT%rn❑ 2. The deve[oper has sig,ned die road and drainage plans. C~~DaCc Y,~(~~,o~~,a❑ 3. The Standard Plau Notes have been included on the plans. {~Q~ 0.~P.L~C~~e', , Y„11N'09,w a0 4. Is a SCS soils map included? f.;O.N.[~~,,►❑ 5• Is the pmject locnted outside the Aquifer Sensitive Area? Ya~~,[]v,a❑ 6. Does plat lie outside designntcd 100-yeur Flood Plain Area7 Y,~~~,(]~iA❑ 7, Is project located outside of an identified StotTnwater Management Problem Area7 YQ~DYaLrJ~in❑ 8. Are there any design deviatians? VeSONo11,4rn❑ A, If ycs, have they been approved? ~ eN.[7ruA❑ 9. Locate the Findings and Order for the project and read conditions. tAmCi AS• eu11•'f S momow- ROA.D PLANS ,~vall"o11N,nge l. Copy road design elemei't table &om Pre-design Meeting Notes and aitach. Yg*Q,,oQN,,,❑ ? NArth arryw and scale .u'e provided. vft0rco0nr,.❑ 3. Is the benclimtul: called out oa the plans? YaQh,11ruA❑ 4. Are stationing equations shown? YaONoMa0 5. Is stationing correct (south to norih, west to east, reading lefl lo right on the plan)? VMO„o(]mA❑ 6. Are existing ucilities sho%vn on the plans2 yJ3.X3v,n❑ 7 Are pranosed utilities shown an the plans? Yt,(];,011,41AWSTREET WIDENIlYG04TERSECTIOIV WITH EXISTIlVG COIIN'I'Y ROAD ,,C,[]n,[],,,a❑ 1. Is there a street cross section shown for widening existing streets7 F•Ql];vull-mn❑ 2. Is curb section cross slope between 2% and 4.5%? t.C,[1a❑Y/p❑ 3• Cross-seCtion shows existing & proposed R/W, future set-aside, and edge of existing and propased pavc;ment. ves0N,(]NIn❑ 4. Does the proposed nzw widdi match the width required in the Findings and Order? V"[]N011N►n❑ 5. The curb type is Type B for public roads and Type R for private. vMONaON/A❑ 6. Are the curb grades 0.8%? ENU Al Fomis Prograinw'Plan Review ChecklisLdoc Page 1 of 5 r t i' Ir~ ~ (nicrt Ch. e Mu~ ~ r« c,tA. 0 ~ v±- •n ± -r e-.- e- ~..1R ~ "-SO r , ,•CIQ,,,Q,,ua❑ a. If no, is there an appraved design deviation in f le? YasQNe(]N,A❑ 7. Length of pavement taper out of project = W52=60 for 40 mph; WS for > 45 mph. „e,[]N,Q,v,a❑ 8. Transition from end of curb to existing paving is shown (curka sUould nase down in 12") ter0NoCI~1/A❑ 9. 100' (min.) pAVenent taper into nroject is showa (consider R/W) YesQ'N,[]rue+❑ 10. Gutter flow depth allows for clear passage (see GSM Figure 37). 1'ct0No0N/A&"' NFW STREETS yMo;vo0rm❑ 1. The plans show a typical cross section for streets. VeSQN,[Jv,,►❑ 2. The typical road section on the plans sbows the cross slope and it is widun the 2% ta 4.5% standard. ,e,oNoQV,,❑ A, The cross•slope iti correct when checked on the profile drawings. va[]r4oONU❑ 3. The CVpICSl fOBCI C!'OSS-S6CUOA ShUWS: Existing RIW, Proposed R/W, any applieaUle Future Setn.cirie, edge nf new pavement and any otber required improvements. VC,[],vXINra❑ 4. Does the proposed strast width match the Findings and Order? ,pr[],vo[Iwn❑ 5. The curb typz is Type a far public roAds and Type R for private. ,.«[]K,(]r,a❑ 6. Ai-e tlie curb grades z 0.8%7 }0,QN,Q,,,A❑ a. If no, is there an approved design deviation in filz? yftQNo[:INIA❑ 7. Centerline slopes are within minimum and maximum. ,•QX[]N,[],wA❑ A Vertical curve lengths are adequate (use spreadsheet). ,•CX1N011rr,A0 9. I-iorizontal curve radius meeu; Spokane County Stfuidards. 1•n(]NoONr11 10. Gutter flow deplh allaws for clear passage (see GSM Figure 37). vAIr,oON,AGr SIGNAGE PLAN Vr,[]N,[]r41,►❑ 1. Stop signs are shown for all streeets that intersect an arterial. ,.n0Na[]N,n❑ Z. Street name signs nre showm nt aIl intersecting ctR:ets. VAINoOnZ❑ 3. Have barriers be.en provided for at the end of dead ead stree~s (when necessary)7 VeS(]No0N,n❑ 4. Is there a need for ather special signing7 (Check with the County Traffic Engineer). \'o❑No❑N/A19~ CURB RETURN►S veYONo[1r,A❑ I Are BCR, MCR, and ECR scations/elevalions on curb retums sho%%m in the plan view? ,•,XQ`o[]N/,►❑ 2. C:urb return radius meets Spokwae County Standards teSONo[],,„AV CIIL-DE-SACS Y05O;,o0NrA0 1. The cuI-de-sac grades (top of curb) au•a 1% mnvmum. ye,ON,OrtA❑ 2. The cul-de-sac curb is shown in profile. Yclonall,►A❑ 3. The cul-de-sac radius is 45'/50' difuneter. Yn[J;~,[]•rr,,❑ 4. The center of cul-de-sac station is shown. ti-A]vo(IN►n9 Il`"T'EftSECTIONS teXINoO4,a❑ 1. A sitz distance analysis has been provided for each. YeS[]N,[]NrA❑ a, A sight distance zasement has been provided for eneroachment >2 ft. „M[]K,[],►A❑ 3. Intersectiun scparalian is greutc;r than ur eauaI to 150' on local acczss b-treets and 300' on aitzrials. VW,[]n00NlA0 4. The cross slope in the intersaction is 10% (flat teirain); 8% (rolling terrain); 6% (mnuatainous terrain), ,•n[],,,[]N,a❑ 5. Do the intersectious xneet the landing requirements (2°/n at intersectiQn for 1995 Standarda)? Ve,Q„o[],v,a❑ 6. Wlicelchair ramps are provided at intersections with sidewalk.. ENG All Forntc & Ptogmtw'Pian Reviev Checi:list.doc Paga 2 of 5 DRAINAGE PLANS tiC,[]n,Qn1n❑ l. Has a pre-develaped basin map been provided? vC.0N06tjjja0 2. Has u post-cleveloped bnsin mup been pravided? ti•~Q~raQ~,A❑ 3. North arraw nnd scale nre shown. ~r~[~~A~y,A❑ 4. Sub-bnsins are labeled and corretate widi calcuIations. .v,n❑ 5. Contours/spot elevations are shown. .e.[]ho[r YQ.9No[1/A❑ 6. Tc rautes are shovm. &IDt 1/~ 1/~'~I1.) vC.[]Y,[]rv~aT 7. Eaisting dro.in~age cnurses are shown. vC%0,r,0N,a[Sf S. Proposed drainage courses are shoAn. 9. The drninage design maintnins existing sheet flow patteras withoui concentratmg flows. ~•~~[]No{J,Y/A❑ 10. W'ere hycirologic calculutions submitted for each bnsin? (Rntional Farmula if 10 acres, SCS TR-55 if urea > l(l acres). v~~[~no0~+rn❑ ]1. On-site = 10 yeur design stonu aad off-site = 50 year design storm. Ya[]N0(]r,IA9 12. Runoff rate is compared between entire basin und road area; larger rate controls. yefVNoC1Nja❑ DTTCHES so0N,a❑ 1. Ditches are identified 'ui plans, details pravided, and dicy have a muiunum grade af 0.5"/o. ti9e,[f. W-111406rr,A❑ 2. Ditch cFilculations have been provided (50 yeur storni, plus 30"/o fi-eeboard). VOMNX]NA❑ 3. Profiles and cross sections nre shown on the plaas for all proposed channels and tiitches. vUxONoOvj~f 4. Ditches with eroding velocities have lining for erosion protection. VeA110111Wa9 CULVERTS AND PIPE SYSTEMS VO,[]k,[]N,w❑ t. The headwater for culvert entratices is under 20 for <18" in $ and 1.5 0 for culverts g=tr:r thun 1$" in 0, vCA[]KoCIN/A❑ 2. There is > 12" of cover for ull culverts / starm setver pipes. 12.5 (PVG), 1.5' (C:MP). l'(RCP) (HIDPE/ADS)j Ve,0N0111A❑ 3. T1ie minimum veiocity H*ithin each pipe of the pipe system is 4 fps. Ve,[]N,ONIA❑ 4. There is a cninunwn freeboard of 0.75 feet in each cutch basin or mxnhole_ Yes[].;o0nun❑ 5. The minimum culvert and pipe slope shown is 0.5%. y"[],c,[]hIA❑ 6. All angle points in the storm sewer systein have suitable access such as a manhole far clefuning. vC5110111A0 7• All pipes are _ I2"; l p" is allowea beiween catch basins or drywells, if the length 44 I.F and velocity z 4 fps. Y"(]NoEI,v,a❑ R. All stann sewer pipes are located a minunum of 5 feet from a rear or side propertv line. Ve,QNa[].41A❑ 9. A11 stnnn sewer pipes }iave adequute easements for maintenanee (see page )vVIOnoO•/a❑ 10. All culverts and pipes are shown in profile (types, stations, offsets, lengths. and inverts). vM[]HoOn/n❑ H. The culverts nre stationed from centerline stntioning. vel[]roLIN/A❑ 12. Energy dissipation has been provided (i.e. riprap around culvert outlet). th[]n,QN,n❑ 13. Riprnp design calculalians have been svbmitted. v@z11N,[]K,n❑ 14. Pipe anchors are shown for pipe grades > 15% (1995 Standnrds) or >20% (1999 Standards). ye,[]Noown❑ 15. Baclcwater analysis for any pipe and/or ditch was submitted. ,..,[]r,,[]N,A❑ 16. Headwaler calculntions for culverts were subnutted. veS0N00N,AE( WLETS veX(]No[]NIA❑ 1. Periuieter calculation does nAt include tbe sicie of the grate against the curb face. ,.nCI,;o[]N,A❑ 2. Perimeter of giute is + 2 for calculalions wliere there is no curb opcning. YCV0Na[1r,jw❑ 3. Tbe centerline roud stations, affsets, and invert elevations for aU inlets nre shown in the plan vriews. vMON01I,v,11 4. Inlet grate type is showni on the plun. ~~U13no0Ln❑ 5. A detail drawing of Che grate/curb uistallation is shown on the plaas and includes a nununum 1" depression. ve,[] hoCINlA❑ 6. If inlets are in a gravel road or a dirt ditch a 6' x 6' A.C. apron is shnwn around the inlet. ENC, All Fornis & ProVamsrT'lan Revie%v Chzckli.rt.doc Page 3 of 5 ,eN[]N00NrA❑ 7. Catch basiw or special manhole detAils are shown or a standurd drawing is referenced. vrSO,01IN1A11 g. Critical low points in the dcvnage system tave been provided with overtlow easeinents. YK,[]N60,,►n❑ 9. Curb inlet eupucities hnve been calculated and iacluded. YcyQNo[IrfA❑ 208 SWALE & DRYVVELL SYSTEMS I}~11»~ S• 0~ Vn gn;o[]r►a❑ l. Sails type is "pre-approved" for drywells without percolation tests (see page 4-15. GSM). M21 scrp rnap Yr, V[~,~,OrrA❑ 2e "I'he sv►alc is located ouiside a future set aside aren. 't'fl 1~eYl • vv,[no[1NlA❑ 3. The sw~ale bottom anrl sides have sod or grnss turf specified_ vL,gN,[]n,a❑ 4. Swale side slopes do not exceed a 3:1 side slope. (2:1 side slope is allowed if swale depth is <12") ~•~~~Na~~,nD 5. Depdi of water from bottnin to drywell rim is 6" (8" if soil cnixturc: is specified or GEC testing requirement is noted 7~•~,[]~,,[]N,n❑ DcyweU is located Mthin 8' of llie cwb line, or u maintennnce access route and easenent are pruvided •Ve,❑n,❑N►n❑ 7. Drywvll siationing sliould be offset 6-om the inlet bY at teast 4 ' Necd sfio~-con i n9 Ve,l] NoONjnE2( 8. Multiple drywells are locateci more than 30' apart, center to rxater. %•MU,a0rr,a0 9. Oti'ertlo«r troin a swale al a low point is directed away t'rom struetures. ve,[]N0[]rrlA9 10. Easement has been provided tior overflow dimcted ovcr private property. 11. Drywell type is specified. fidy ycsl,oDN,A❑ 12. Dryweu grate ty~pe is specified. YeS[]no[]NuM 13. DryweU grate elevatian is > 0.4' belnw the normal flow line at the curb inlec. YCZ[ffr,[]NjA❑ 14. Swale floor elevation is shown nn lhe druvving. v~29-,o0:vrA0 15. Swale tloor is between C" €uid R" below the dry-well grate elevation. rC.[]•,oO•wAY 16. Swale c7oor >6" below nortnal guttcr flawline ut curb inlet without drywell; > 1 p" wilh dryweIl. YCY(]No&fN,A❑ 17. Dimension.s }u-z shown far bottom at swale. Yes[1fNo[I,A❑ 18. Swale area is z required area from `208' calculauons for impervious areas. VC,[]H,~~jA❑ 19. 203 must have a 6" &eeboarcl above lhe uiiLx. water surface elevacion for lhe design storm. r•C.ffjj]:qia❑ 20. 208 swale floor area, volume raquireinents sized properly ta treat imperviou.5 swface arzas. VcsL9,o[N/A❑ EASEMENTS VAINo[]NU❑ 1. Adequate drainage easements are shown for maintenance af drainage ditches or pine systems. r,~,~~~►o~N~A❑ 2e There are eascnients prnposed or eaisting for natural chunnels, vvlvch cross the propertyR, mid they are adequmte topass the 50 year stnrm plus a 30% added depth of flow for a safety factor. ti,h~wo~wA~ 3- A publie drainagc eascment was provided where puhlic sVeet drninage wa.s divcrted onto privute pr+operty. YKQNo~~,n❑ 4. The perpetual maintennance of drainage systems tins properlv been provided tor. VC2(~n,0N►n❑ 5. Fasements for 208 are showwn on lhe drainage plans. v«QNoQvrAg f>, Am pre-existing drainAge easements on this parcel affected by this plut? vesOpiooN,nL~"J T Overflow easements ere provided from sv«Ie.S/ponds lacated in low poiats where it is pnssible. VftDy,1I„AW UNDERGROUND GRAVEL GALLERIES Is the sit,e Suitable for underground gravel gaileries based on the site screeuing criteria contained in the draft 5-tandar& for gravel galleries. if no, an approved design deviatioA is required before future review. ,."11oOma❑ t. .3 void ratio for gravel free space volume is used or test information is provided to justiiy ratia used YrZDN,(]:vrAD 2. Perc rate from field test is used to develop outflow rate YeSQN,QN,n❑ 3. 10-yr event volume is contained entirely underground VaQNa[1njA❑ 4. 1 00-yr event valume is containexi by a combi.nation af undergraund storage and above ground a-torage up to 8" depdi YC50,,,CIN/p❑ S. Soil mixhUe is specified for water depth in pond exceeding 8" VM[IvXINia❑ 6- Entire gallery is wrapped in filter fabric VC511„oONrA❑ T An adequnte freebourd is provided in any above ground storage pond. CNG All Faniu & 1'rogramWPlan Review Cberkli.at.doc Page 4 of 5 4 4 YMDNoOniad DETENTION POND Y"O~,QNrA❑ 1_ Downstrean channel or pipe syslem can handle propasr:d flows. YVx[]N,Or/A❑ 2. C'antai.ts 50-yr developeti. YrY[]•,00r/A0 3. Releases at 50-yr pre-developed, vQfioNoOr,A❑ 4. C'oncrol structw-e is designed to reiease rate.s specified in Eng. Cond.itions. VrrOn00*4,A❑ S. Emc:rgencv overflow weir far 100-veur developed. VesQNa0wA❑ b. Sump prior ta outlec co control structure. vrI[jN,[1i,,,,,❑ 7. 1' min. freeboard at 50-year design storm is provided. Ya,EIr,,EIru,►❑ 8. Lawm turf / hydro seeding and sprinlJer system is specified for publicly maintained ponds. t05[114011,A0 9. Urvland grasses specified for ponds maintained by homeowner's associntions. ,•a13,011,.,n❑ 10. Berm compaction and lift requirements specif ed wUere n~,~s5aryo YC011,60r„11 l t. Is a 12' maintennnce drive to the bottom of ponds provided, if necessary? (maximura grade is 20%). vC5[Jyp[]NiAN Z08 LOT PLANS CHECKLIST vL,KONoO"a❑ 1_ The lot number, block number, subdivision name, date draNtimY scale, nortli armw and sU•eet name are shown. YCX[]No11.rA❑ 2. Easemeiit d'unensinn.s in relation to property lines or corners are shown. ,.esQN,ON,A❑ 3. Locadon of curb. sidewalk or edge of asphalt are shown. vAIN,11rA0 4. Setback requirements are shawn. veS(]r,oON,a❑ 5. Swale flanr elevation is shown. v~fOn,QnrA❑ 6. Swale tloor dimensions are showa in relation to property lines ar corners. Y~[]~,OwA❑ 7. Rim etr:vation dryweU tvpe, 6•ume and grate type, ceoterliue offset and station if drywwells ue present. Ya[]r,oONlA❑ 8 Curb cut stution and nornlal fluwtine invert are shown. YCI[]NG1141A0 9 Any drainage ditohes, theic easements, flowline grade and other required improvemeiits ai-e shown. ,•J]N0[:1,-4jA0 10. Shows depth from the nnnnal flawline to bottom of swale. vC,[]NaCIwa►❑ 11. A cross seccion of the swale or ditch is attached. Ve,[],o❑N/A[:1 12. Cxisting easements, buildings, future set a.sides, and required building setback luies are shown. YME]W,[],vIA❑ 13. The section drawingshows the concrete apron, R.O. W. tine, and grass sod or seeding i:f approved. YC,(]„oOMA❑ 14. A professional engineer ha.s stmnzped all pages of the Lot Plans V01[]L.,,(].~1A❑ 15. Lot plans are gn 8 x 11" paper size. %„O`00N,,.9 EROSION & SEDIMENTATION CONTROL REQUTREMENTS „C2[]N00:Y,A0 1. The basic elements, are oa the pian (silt fence, rock canstruction entry, checkdams. etc.). VC,(]Ne0;vrn0 2. Standflrd Notea have heen included E\G A!1 Forms & Program.SlPlnn Review Checklititdoc Pnge 5 of 5 . - ()g~-~~ LA 3g ~ k0'P . ~ ► ~ ~Ofv' J t~o - . . 1VlET'RO ENG111E.E1G1 * I1VC: S~ 324 Sherman I~ETTER OF TRANS10!IITTAL, Spokane; WA_99202 (509) 624-9351 Fax: (509) 624-5153 TO: Date: -07/03101 Job No: 01-025 Spokane County Engineers Attention: Ed 'Parr}r, P.E. - Re: , SP-1189-98 . I026 W_ Broadway Bascetta Lane Spokane, WA 99260 VVE ARE SENDING YOU: ~ Attached . Under separate cover via the following items: ~,EIVED Sbop Drawings Prints .Plans _ Samples R Cop.y of Letter Change Order Specifications Mylar JUL 10 7.001 SPOKANE4~tIMY~~ ' Copies- ~ Date ~ No. ~ Description 2 1 208 Swate, Plan 2 1 Drainage Report THESE ARE TRANSMITTED AS CHECKED BELOW: X For appTOVaI Approved as submitted Resubmit copies "for approval For your•use Approved as noted . Submit copies'for distribution As requested Returned,for correction Return corrected prints For:review.and comment For bids due Prints_returned after loan to%us , . _ . I C-O, _ TU• i Please ca}I, ,me if youu have -any questions or comments. 'Thank you l COPY TO: Mike Bascetta SIGNED: OFFICIAL PUBUC OflCUME /.Lee, JE. (~T SPOKANE COUMY ENG(NEER'S,OFFiC r OR G'NAL PROJECT # 5Z.liD9 SUBMfTTAl. # 2- ' a RETURN TO COUNTY ENGINEER ~ ~ - , ~ . r RECEIVED V l 9 Q 2001 ~ SPO KANE'cOUNTY ErJGtNEER q ~ ~ OFFICIAI. PUBLIC DOCUMENT ° . ; SPOKANE. COUNTY:E4GINEER'S,0FRCE ~ OR G NAL _ -1 r PaaECT4_Sf'tleq SUBMnAL # RETURN'TO COUNiTY.ENGINEER = ~ S p t~ K~ rr E w - C o u rr -r Y' DIL'LS[ON QF ENGINCER&1TG ANU ROADS A DMSION OF THE PU8LIC WC)RKS DF.PARTmENT William A. Johns, I'.E., Counry Enginepr February 16, 2000 Mel Taggarta P.E. Taggart Engineering & Surveying 1228 N. Pines Road Spokane, WA 99206 Si.TBJECT: Short Plat 1189 (Bascerta) 1" Submittal Geatlemen: We have conducted a cursory review of your February 15, 2000 submittal of Design Documents for this project, and we have found that the submittal geaerally does not conform to the requirements of the Spokane County Starrdards for Road and Sewer Corrstruction or the Cruidelrnes for Stormwater Management. We are, therefore, unable to accept your submittal for review at this time. °I'he attached coavment list contains the items of concem which we discovered, and it is not to be censtrued as being comprehensive. If you have any questions about this review, please eontact Ed Parry ai 477-3600. T'hank you. Sincerely, VVilliarn A. JAhns, P. E. Spokane Gounty Engineer ~ .G. *VWartIrry, P.E. Plan Review Engineer encl.: De9ign Documents - plans Commwnts (1 page) cc: project file reviewer (cornments oniy) Sponsnr. Mtke Basecua 1U26 W. Bmadway Ave 9 Spalwne, WA 99260-0170 • (509) 477-366q FAX: (509) 324-3478 TDD: (509) 324-3166 ~ ~ . tYlel Taggart, P.E. SP 1139 (Bascetta) t°t Sabmittal February 16, 2000 Page ? of 2 Items needed: 1) Design Documents were received January 13, 2000; SubmittaJ Ghecklist was received February 15, 2000 Conditions of Approval require that i`Recocd Drawings" of the existing road be submitted, showing how the road can meet County Standards a) Need "Record Drawing" certification statement as indicated in the Caunty Road Standards b) How does the road alignment meet County Standards? Several curves are below the minimum radius c} How does the road profile meet County Standards7 Need to indicate tangent slopes and vertical curves d) Has the Fire District serving the project approved the profile & alignment? 3) Need to indicaie road section data: width, cross-slopes, surfacing depth, roadside ditch info, offset for cui-de-sac radius point, etc., 4) Culverts: a) Need to indicate culvert infonnation: Station & offset for ends, Length, slope, etc., b) Need to indicate culvert crossing in the profile c) Catculations need ta use the culvert charc instead of the pipe chart d) Calcul$tions need to show how the culverts will convey the design flow within the allowable headwater elevation e) Culvert elevations need to be coordinated with the road profile. The elevations provided indicate that the cuiverts witl have minimal cover, and may actually be exposed. CMP culverts typically require 2' of cover, and HDPE (doub(e-wall) I' cover, depending on the bedding method. E) Calculations need to include an extract of the SCS soils map for the drainage basin, to suppart ihe CN calculations. Meihod needs to follow TR-55. Hydrologic Soi.ls Group of the soil type is found from the June 1986 update to TR-55 5) RiPrap: a) Need to indicate riprap infurmation: width, depth of ciprap to be plaeed b) Need to provide calculaiions for the riprap: gradation, pad dimensioning, any f lter material necessary between the riprap and the native soils. 6) Drainage essements: aa Need to show on plans, so that they can be coordinated with the Final Sngrt Plat Map bj Need to check Manning's "n": how will the ditch be maintained to keep the "n" value at .03? Overgrown, weedy ditches are typically around .045. e) Need to check slope assumed in calculations vs. slope derived from plan cantours d) Width of easement =((width for flow + 30% freeboard) + maintenance access). IVeed to show ditch section information: shape, sideslopesa easement width, maintenance access, etc., 7) Reciprocal ingress/Egress Easements will be needed for the Private Road serving the site. How will the road & drainage be maintained? (Homeowner's A.ssociation? agreement among the individual owners? other?) . ' - " _ s- ~ .~~w~.i V► l Y'/n • 7VAY Gi.~ ca+! 'JVJ4Y'-3H `V V VYiSK~~~ b iYli~71 Lli.aV ■ • i•fi~7 , Thfs Subtnrttal Chackltsj is t :ontpteted arrd sign¢d by the Spansor's . reer, a»d included wii'r, each plon Q submttto! Into the Spnkane C:ounry Engtneers pffie¢. if this form is nc. , y c,ompleted and sigr,ed, du .rnt su b~i t p lon,s cnd cc leu latJon.s to Spo k~ a»e Counry f or teview an d Qcceptonce. Incomplele subnrircvla wn:t" hr ~ed ond ia!!1 catcse unnecessary delays for your c11¢nt. Short Plat 1189-98 - ~ Joroject Name: . Spokane County Project No. -MTA .Datel /9/2000 Q~ ~:=.;e a Project Engineer: Mel°i-" TaCGART Phone: '-509-924-9993 Proj ect Sponsot: Hit. NLike Bascetta, Sr. Phone: 1-509- 927-7951 A. Preliminary Proc.ess Prior to Submittal of Road aud Dtaioep Pieas, the followiqg evmu are to have alncady occurred: (8y checking eaeh ltcm oJrshawn below, yov cue stotlng thQt yott ftave vetl,/fad these avantslltemr hove been completeJ. ) Adoption of aHeariog Examiner's RoQort for this 1ong plat, or a Plenning Report for tbis short plat. ' At leW onu Pre•Desip Meetin$ hae btea held with Couttity staff at the En&eers 0f6ce. An "Agreem~nt to Pay Fees" has bern signt8 by the project sponsor, and cubmitted ta tlle County F,ngiaars Off ce. Q A Channelization Plen (e.g. soin,g end striping plan) of public roadway improvemencs, bas been . ~ coordiaated aad discuesad with the County En&xrs Office. B, Road Aod Drstn$ge Plan Subaaittal The items listed below ace to be pt+ovidod as a m~inimum witb a road and drainag+t plan submitcat. -Additional iafomation ,nay ba requirGd to demonstrate tbw the plaas mact all applicable staudards. (B,y checking "A,v"Jur eaah ltenr shown Delow, yosr ore ver(fying tltot thrss items hav¢ been completed ond ore ir,clualed in thfs nrbmltrol. Ror ony bor cheCked "n/e a wrttten /ystlJlcotloa oJ any omissions at the end oj this .mcr,an raqatrtd ) Item Description :9 v~ Road and drsi~e plaos, two Qrint sets. (Certification st~nce~t vn oovcr of pl~s) ✓ :0 ves Q n/a One set of plans on 24" x 36" mYtsr media, or CAD eledronic file -.DWG or.D3T format ~ 'e3 Eaeh Plao Sheet of ncotd is 3igned aad dated by t6e ~oct s~sor. gn . g ~ yes Tha rosd aud dreina8 ~t dGS' meoffi the teauis~cmots of Sta~tc law, AC i 96-27 regardin ..COnforntity with aCCCpW standards"; tbat is, tba dt9ip rCflects the ''state of the prac6cv.. fior the proposQd conWt. /Pi-ivate Raad x a yes The plans, Dtainmge Rreport, basan map(s). end any odar catculations are sta:npad, signcd and dated by au tngWear licEased in the Sm of Washiogton. d 11 yes 0 rs/a Dcainage Rtiport, two seb. 'fo include: ba$itt map(s), tunrc of concaaustion tes in basin msp. and CertiSoatioa ~~ate~nent on cover of e+epert end basin msp. ~ L~~~ ~''C 0yes 19! a/a GleotecbunicW Repoit one sti. (Include eU soil test pit/bariu! s.) 0yes 0 n/a SwcturW Pavemant Caleuladons, m set Dyes ~ n/e► Cross-slo e~rade cWculations for road widenin&pm jccts. Itom Doscription - ~ o ,.o - ~ L • ~ . r T1~~~~• ~ ♦ 1 ' ~ • O . ♦ ~ ' A ~ Yes ~ n/a Maintenana Manual and Sinkirg Fund calculatiotts for drainagc facitities locatcd outside vi County roed ri$ht-of-way. &Ycs 0 n/a Written c.cplanation of whoh%iwt endty wiU be responsible for raaintaining drainage facilicics which are located outside of public road ri@t-of-way, and that the plan is acceptabte co chc: Countv En$ineere 4fficx. clttIA" 0 ycs IF n/a Channelization Plan, or s*iag and sttiping inforniatiou provided in the road plans. To bc: included in road and dminsr Qtan sei. 3&yes 0 Ns 1 have read the H[earing Examiuer's Iteport (lon,g ptat), or Phnning Dept. Findirigs and Conditions (short plet), far this projcct. 71e desi$n meets the oonditions in the report. 0' ves ~ n/a Coey of AQprnved Deaign Dev"one. _zCVCS 0 Na Fire District Approval, for private roads. ga (Aa,t,lQM Am 0 n/a Lot Plans, Required for any tots with drainage oasements and whica front a public road, or for lots whicb reeeive aad treat nunafffrom a public right-of-way_ KX 01GLAA" 0 yes 0: n/a Any applie,able State attd FedcraJ perntits have bcen obtained. (i.e. HPA, JARPA, ete. ) Fc,r Pennits with conditions, a copy of the perntit aad conditions are included in the pliui submittal. 0ves B' Na Inspedion Agreemqnt betweea the sponsor and its aquaeer. NE9& ft 09AUInp3 OF POW AW - •yes 1~ Na For off-site easements to be gtanted to Spokatte County, the following items shail bc%"'*1 includcd: terl descriptioa, exhibit, md proof of ownership. .6cyas D rv'a Erosion Control Plaq, rtquired fpr "Mqjor Laad•Distttrbing Activiry." To bc included in die road and ' e 1aa sat. Explanetion for any iccros listed above which are not i,ncluded in dhis us bmittal: (Nota. an inaufficiont justltkatlun uf why an t tem waS pot tac ude,4 tn tha sub tmKed. or inc;omplete documents, may resuit in the submittal being rcturned withvut raview or witbout acceptance. Provide attachments if nxemry.) Ba• signing below. the enginoor is stating that the infornnation provided in the subrnittat is complete, tha.c the usformation provided in thc Siebmltto/ C.'heck11s1 is wxuraLe, and the plans and calculations sve in accordar►ce; w,th the Spolcanc Counq! Srcndards , for Road & SQwer Corrstnuction, aad the Giuidcltnex fivr StnrmK-otcrr Manage»rieal, except whcre an appt+ovcd De9igu Deviation allows otherwise. ~ 1/9/2000 Bnginacr's hignature: ~ Date: Engineer's Name: Melvin Taggart . (pt+aw print) !j there Qrr anv qu¢stlnrrs about.thrs ,form or apppopplate procedures, please cal! bevelopment Servicem, S kana Counn► Aublic Works, crt (509) 456-3600. For Spokane County Uae Only ~ Submittal No: ~ County Plan Reviewer: PAikI Q Accepted in for RiMaw oc Corstruction ~ Returned to thu ongineac without r~e~er acceptance, See ettachcd lettcr of explanation. Processing Date l~ ~ Culvert Calculator Report existing CMP Solve For: Discharge Culvert Sumrrmry Allowable HW Elevatton 10_11 ft Headwater Oepth/ Height 2.00 Computed Headwater Elevation 10.11 ft Discharge 19.42 cfs Inlei Control HW Elev 9.58 ft Talhnrater Elevation 8.20 ft Outiet Control HW Elev 10.11 ft Control Type Outlet Control Grades Upsheam Invert 7.11 ft Downstream InvBrt 6.70 ft Length 35.00 ft Construded Slope 0.011714 ftfft HydraultC Profile Profile Pressure Depth. Downstream 1.50 ft Slope Type N/A Normal Depth N/A ft Flow Regime N/A Chtlcat Depth 1.20 ft Velocity Downstream 5.49 ftls Critical Slope 0.030349 ftftt Section SecUon Shape Cin;ular Mannings Coefficient 0.024 SectEon Material CMP Span 1.50 K Section Size 18 inch Rise 1.50 ft Number Sections 2 Outlet Control Prcperties QK ~ ~ Qutlet Control HW Elsv ~ 10:11 Upstneam Velocity Head 0.47 ft Ke Entranoe Loss 0.42 R tnlet Control Properties Intei Control HW Etev 9.58 fi Ftow Control Submerged Infet Type Projecting Area Full 3.5 fN K 0.03400 HDS 5 CheR 2 M 1.50000 HDS 5 Scale 3 C 0.05530 Equatlon Fartn 1 Y 0.54000 Project Title: SP 1189 Pr'oject Engirseer: ed Parry f:Wngineerlhasstadlcun1sp1189.cvm Spokane County CuNertlVfasber v1.0 03116/00 10:17:34 AM 0 Haeestad Methods, Inc. 37 Brodcslde Road Waterbury, CT 06708 (203) 755-1656 Page 1 of 1 -c A^'` Vf`'°'` d4AOj ~ O~A . ~ SPOKANE COUNTY - OFFICE OF COUNTY ENGINEERS GALCULATION SNEET Description: Project Na: Colc. by: Date: Title: Checked by : Date : Sheet of Notes ~ . K/~~ • ~ti~"i/1 / ~ . 00 . . , . ~ AW&4b ~ ~ ( 7 AVVI . . . , WA-~ . . z . lt"l ~ 15fDID 6rc3( `&l Vf/ 7r?9 ?t i~ ~ C' ~~lt~ ~ Q7 , . „ l.~ ~ G• ~ l,.S~{a Gt+~~t f~ ✓~LL~`~+L ~ ` l~~I ;-~l~ya f ~ • - • 4- /.75 &t1A'c -0-ri , . . • o I tE ~ ~ eX rt f u, S P O Ic A N E O U N T Y DNtSION OF ENGINEERINC ANO ROAOS A DIVISION OF THE I'UBL1C WORKS DEPAR'TMENT William A. Johns, P E., Countp Engineer June 21, 1999 Mei Taggart, P.E. Taggart Engineering & Surveying 2128 N. Pines, Suite 17-18 Spokane, WA 99206 SUBJECT: SP 1189 (Bascetta Short Plat) Pre-Design Meeting Gentlemen: I am enclosing some notes from our Pre-Design Meeti,ng today for this project. Please let me know if these notes do not reflect your recollection of our discussions. Sincerely, William A. Johns, P.E. Spokane County Engineer Edward J. P , r., P.E. 0 Plan Review Engineer 1026 W. 9coadway Ave. 9 Spokane, WA 99260-0170 •(509) 477•3600 FAX: (509) 324-3478 TDD: (569) 3243166 , . - d • - • Pre=i)esign Meetiii g~ IVotes Spokane County Engineers Office ,Project`Name:' ' ft12'A. Ai ' - Project'Number: !0"'1 ' ProjectSponsor:. l~l~~ d3~¢~C~'T~ - - _ Sponsor's Engineer: - Design Finn: VL4W' GAA ~ • Engineer: IG~ ,~E~2y Meeting•Date: -Z[~~u~f Meeting, Time: epw - County-S'taffPresent at Meeting: Y Otlier'Meeting Attendees: aameJrepresenting name/representiag name/representing name/representing The Following Items need,to be Discussed, w% "the IDesign',Engineer General Items ' fa.. I;ist certain' special requirements listed'In=the,Condirions of Appro,val; EIS, or ~MDNS. This, is not-an-all4nclusive lisf: Tlie Erigineer aad- Sponsor is responsible for-adlieri.ag to,al1-'Conditions, and _design,criteria. ' c.c~.,prw►'~ G~~a~~o•r~W b;e wir~,i~°~,aw~t.s: L~N4~'s, c~raxT~~~ ~i r? /.i descr~ption 4~14- so reference 4 Q,~ J_1~~11/I'~. 'Sf j SNSusti 14.04 77 ata* C7~►!~`~-anr0~pt~'~✓'+~I' i ~ . - desc ' tion `~S reference , j description reference~ description reference l b. Does.:the Engineer have a copy of the Examiner's/Staff Conditions of Approval? _Ir pvata . ' . Pre-Design Meeting-Notes-for Project: Page: 2 'Spokane t-ounty',Public- Works 2. Include Standard, Plan, notes in the Road.and" Drainage Plans. Road Plans 1. Road: Classifications and Design Criteria. # 1 #2 . , #3 ' #4 - ,Str6et'Name Classification ~ - - , Roadway-Width, W Minimum right-of-way width seeinote (1) - ~ .Min. Horiz. "Curve -w/ Super Min..Horii. --Curve'wlo super ,General t"and Slope/Terrain Design: Speed, mph Curb Ty,.pe,. & :C_lear 'Zone {see. Sec. 3.15) - - - Sidewallc~ required? (yes/no) ; Note- (I) - Additional right=of-way may be ,given by the Sponsor. 2. RA- According, to the Design Engineer, what is',the niaximum, number of units- wtuch will-have , -access from a single roadway? • . Whafis:the max. allowed per Sec.1.03? 3. Minimum intersectioni spacing. is, 300" for along a.Principal or Mi.nor Arterial (per -Sec. 3.04), and 1 SU' for a Collector'or Local Access street.. What. spacing is provided for this project? - Pre-Design Meeting Notes for Project: Page: 3 Spokane County Public Works 4. A►re any off-site slope easements needed, or off-site right-of-way acquisitions needed? If so, describe. 5. What type of turn-arounds are needed? (i.e. cul-de-sac, hammerheada etc.) Streei Name Turn-around Type Location 6. Road Surfacing Requirements (Sec. 3.16) a) OA- d ~1~~je d~ru 'ng road surfacu'1g requiremeats does the Design Engineer propose to use (i.e. AASHTO Design Method, County thickness table, or other)? b)NA- Provide the Design Engr. a copy of the Soil Sample Procedures, Design Report Format & Alternate Pavement Design Table. 7. Does the Engineer plan on ap lying for any Design Deviations? If so, briefly describe Z,l below., xqe- P&"AAk ,i7s 144 iM4 Please note that approval of all Design Deviation's must be obtained prior to construction plan submittal. Storm Drainage 1. Basin Map a) Did the Design Engineer bring to the meeting a basin rriap? . If so, docs the basin ma show topography and suffcie infonnation to be use ? . . & *64 U.S(~5 :pr Cv, ~i~ ~ • fo f~`~' U~r Q k" e ~ b} Does the basin map depict any contributing off-site runoff flowing onto the property? jo Does it appear to be correct? . If not, explain. c) Is a site visit needed to verify the basin limits? Schedule for: . Pre-Design Meeting Notes for Project: Page: 4 Spokaae County Public Works {Note: Concurrence with County Engineer's on basin IimiLs is required prior to plan submittaJ.} 2. Is the site located within the Aquifer Sensitive Area (ASA)? . What type of water quality treatment is proposed by the Design Engineer? 3. What subsurface investigations, if any, are needed with this project to make sure the proposed disposal process will function as planned. -&Y&' ~ 4aw /ouc f~ 4pw ° ~ & 47b~ 4. ELre there downstream conditions which will affect the design of dra.inage facilities. If so describe possible mitigative measures. c' 5. Is maintenance access provided to each GPA swale or drainage pond? If there is something unusual, what requirements were given to the Design Engr.? A&A b,d'iZ~t4 yY'~t1,l~KLC, eJ~l•GQ,~o 7b .2~~~ 6. What does the Developer/Engr. propose for providing for perpetual maintenance of the drainage facilities? Please briefly describe proposed mechanism, and what is needed to accomplish this. 7a. What Design Storm(s) should be used in the course of analysis (i.e. 10-yr, 50-yr, etc.). ~ 1"~r ~ ~ PW - ~~e~.t ~ Lff ' ~ fmtozwc - 7b. Is a Detention or Retention system proposed? PIease describe. ~b Pre-Design Meeting Notes for Project: Page: 5 Spokane County Public Works 8. Are Erosion Control Measures required with this project? If so, briefly describe applicable requirements. 9. Is a second Pre-Design Meeting aeeded? . List of Documents Provided to the Sponsor's Eagineer: a) ~ b) c) d) e) Arry easements needed outside of the plat boundary, for drainage or other, are to be acquired prior to road and drainage plan submittal. The Sponsor or Sponsor's Engineer shall provide separately a legal description and Title Commitment (or similvr proof of ownership) of the affected parreel(s) for proposed easeme»ts. The Submfttal Checklist, completed arrd sigrred by the Sponsor's Errgirreer, shall be provided with each plan submittal. Note: Provide a copy of tftis completed documeat to the Design Eagineer at the end ojthe pre- design meeting. filename: PreDesign meeting ♦ l Hemmings, Bill _ : - _ - - - - _ _ ~ - - - - - - - - From: Hemmings, Bill Sent: Friday, March 05. 1999 9:49 AM To: Hemmings, Bill Subject: FW: SP-1189-98 - Mike Bascetta From: Hemmings, Bill Sent: Monday. August 03, 1998 9:52 AM To: Jones, Tammy Cc: Engelhard. 5aott; Pederson, John; Harper, Pat; Kimball, Sandy; Busko, Doug; Miller, Katheeine Subject: SP-11 89-98 - Mike Bascetta 5-3-98 I received the above referenced application on July 16,1998. I have no knowledge of any critical areas on this site. I recommend the following conditions of approval: • A Professional Engineer, licensed in the State of Washington, shall submit final road and drainage plans, a drninage report and calculations t6at conform to all standards and laws goveruing stormwater management in Spokane County. Final drainage plans and a drainage report shall receive the County Engineer's ucceptance prior to release of a construction or building permit, or approval of the land action unless a no action alternative can be shown to be acceptable. • Any drainAge courses that may cross this plat shall be identified and set aside in an easement thAt is dedicated to Spokane County. The eASement sh911 be wide enough to hold the 50 year - 24 hour storm for the contributing stormwater basin with a 30% freeboArd while Also providing for an adequate mainteoance access for the draioage course. SW I 71eM Miotf d Page 1 ~ • :'u • ~ ~ i -43 i tvt~ert tL tvu: kIOtili'rjw555. 1=249, P02 r • - ~ _.1_ ~ _ - _ . . - - - - - _ . _ -v - - ' • ' • - - i, ~ ± • , FROZ'1 : ~ USDq, . ('a l i~SA; PtR9C ~•OR ' l fl': . PF~ : -~N , ~38 1999 10: 20~'1 PS i a~~ver 2.0 ~ ~ II . 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V ; ~ . ; ~ ~ • ` ~ , , _ ~.'t _ ~.,-.,.vv: '~C~~''.~.~'r'.. f"' , --r..:..::..~:.. . _ _ ~ 1' • ~ • L ,i~ ' ~ i i dAri umto'~, .lilt~b~~~ ~►srmt ~ c;r, i i'i•: _ - ' ~rv'~ . . ~'pia~!: .~,,10I10 Ai 1fill'1~1, • ~ . ~ ~ . ' oR,;-Vas .2 • o ~ . , va 'l~i~s~zt~drtt: o! aqrfaiuiture , g tl o6msa-46-it=foR 8etviC* ' Culvart 8V41'uation, ~ - ~ proPared' fos ' i' • ~ i . , ~in • ` L~tab Ovmty, Ohio t_' tsdutbes. , 03/08/99 Date - m i ~ Q~~trb~eaf'A~A~fAOAA44~~1i~4i~Q1~~,4Q~Q!l90AA0~~~lwAdr*~R9@~~l1AA~fl~A,A~!*~~e~!!~!lv~e4~A ~ ~ i i + vr ~ wr•'• •~•.v•r.r- . .ra-..r .•va _ ' ' ~ ~Li.EsS~GEiN Wt.- .~.~,_.~r•~.VW• ~1 P. 'q i F'i~t . IiSDA q i P5di NRSC'. b2 f x ' MO~E td0. • Zi~B 8Saa833 I , 1'15i-: 08:.1999 lA: - _ . - . . . . . , . - - ' , . oR-var a.o _ vp - ..t ot ~~►griculcure ~ 8~l=1 t,mservation gorvsco I I. pEeYM NURReaWr ; j go~r : Cuivert 8'valiiation : , ' pi+~pas~aee :far, ;t ; ' • - ~ . • I:atstt GOYPltY',. AbiO , D~sivlos p~~ s 03 /06 /99 Dat!n ; ,~taRQ:,d:oe~waeQa*#f~~eeaesoaa~oOllbese,~a,s~4os~,e,AAAl~oe~o4aoiiao~~~►~o*~QOa~s. d , ! ~.n• ..v 1n~ ~ 0.02~ p8city 12.0 cts, . ~ 40 ft. . Oi~ er ~ i'8: in. !k- ale~ =Cortsolot . ftoie tiissq groo"'eft~ ~ XW ; i ~ itlev8tiari- ot-, tiaadoraler ~ loo : O ~le~ratio~ +c>$ii~l~►~. r- 97.. s ~levetio~t of< ~s~~va~ar oe 97: s novaltioai Of, rnttlit ~ gT.O ~ - " I ~ R ~ ~i p I Y' r , 9 ° i - g I . ~ . ' r i . ~ Y L ~I • ~ F T 1 M.,+ ' 1 ` . . a BEFORE TfIE SPOKANE COUNTY DIVISION OF BUII.DING AND PLANNI]REGE VED SE P 0 c 1998 IN THE MATTER OF SI30RT ) CpNCLUS KO" ~h~~~~~~~ PLAT SP-1189-98 ~ DECISION THIS MATTER, an application for short subdivision from Mike Bascetta has been receiWed and was decided upon, pursuant to Spokane County Subdivision regulations, on the 4th day of September 1998. FINDINGS OF FACT AND CONCLUSIONS I. The individual signing below has further been properly delegated the responsibiiity for rendering the decision by the Director of Spokane Countv Division of Building and Planning. 2. The proposal is to divide approximately 5.89 acres into two (2) residential tracts in the existing Semi-Rural Residendal-5 (SRR-5) and Urban Residential-3.5 (UR-3.5) zones. 3. The proposal is located east of and adjacent to Bascetta Lane and approximately 300 feet east of Dishman Mica Road in the SE'/e of Section 29, Township 25 N., Range 44 EWM and the NE 1/4 of Section 32, Townsbip 25 N., Range 44 EWM, S-pokane County, Washington. 4. The existing zoning of the property described in the application is Semi-Rural Residential-5 (SRR- 5) and Urban Residential-3.5 (UR-3.5), whick,. was estabtished in 1991. The Semi-Rural Residential-5 (SRR-5) zone is located on the north 5.02 acres of the subject properiy and the Urban Residential-3.5 (UR-3.5) zone is located on the remaining .87 acres. Pursuant to Section 58.17.195 of the Revised Code of Washington (RCVV), this proposal confonns to the requirements of the existing Semi-Rurai Residential-5 (SRR-5) and Urban Residential-3.5 (UR-3.5) zones. 5. The Spokane County Comprehensive Plan designates this area as both Semi-Rural Pius and Urban. The development and uses, as proposed and conditloned, are in accord with the Semi-Rural Plus and Urban categories. This proposal is also compatible with the surrounding uses which are primarity single family residential and vacant and undeveivped 1and. 6. The applicant has proposed the subdivision of approximately 5.89 acres into two lots; one 5.02 acre lot and one .87 acre lot. The proposed .87 acre lot is lacated within the Interim Urban Growth Area (IUGA) adopted by the Board of County Commissioners (BOCC) Resolution #97-0321. The remaining 5.02 acre lot is Iocated outside of the Interim Urban Growth Area (IUGA) and is consistent with the minimum residential density allowed by Section 4 of Resolution #97-0321. 7. The proposed site is lacated outside the Public Transportation Benefit Area (PTBA). The nearest public transit service is located at the intersecteon of 32nd Avenue and University Road. 8. The proposed short plat will be served by a public water systern. Waste water disposal wiil be as authorized by the Director of Spokane County Division of Uiilities. 9. The required public notice and comment period was provided for this proposal. In addition, those agencies having a notential interest in the proposal were notified and comments solicited. Na written comments were received from any adjoining property owner regarding this proposal. 14. Recoernizina the recommended conditions and Spokane County development standazds, the proposed short plat makes appropriate provisions for the public health, safety and general welfare and that the publie use and interest will be served by platting the subdivision. The subdivision proposal is generally consistent with RCW 5$.17 and the County subdivision regulations, promoting the public health, safety and general welfare in accordance with standards established by the State and Spokane County. The County Division of Building and Planning has considered the provision of adc:quate public facilities ns cited in RCW 58.17.110(2). More specifically: . a. open spaces f. sanitary wasie disposal b. drainage ways g. parks and recreation facilities c. public and/or private right-of-ways h. playgrounds d. transit i. schools and school grounds e. potable water j. sidewalks 11. Pursuant to the Washington Administrative Code (WAC) 197-11-800 (6) (a), this proposed short plat is exempt from the State Environmental Policy Act (SEPA) environmental review. DECISION Based upon the above-noted Findings of Fact and Conclusions, Short Plat Application SP-11$9-98 is hereby APPROVED for five (5) years, specifically to October 1, 2003 and subject to conditions noted below. This decision is final unless appealed in wnting, consistent with adopted appeal procedures. CONDITIONS OF APPROVAL All the belaw conditions imposed shall be binding on the "Applicant," which term shall inciude the owner or owners of the property, heirs, assigns and successors. SPOI:ANE COUNTY DIVISION UF BUILDING AND PLANNING 1. The proposal shall comply with the Urban Residential-3.5 (LJR-3.5) and Semi-Rural Residential-5 (SRR-5) zones and other applicable Zoning Code chapters, as amended. 2. The final short plat shall be designed substantially in conformance with the preliminary plat of record. No increase of density or number of tracts shall occur without a change of conditions application submittal and approval. 3. The preliminary short plat is given conditional approval for five (5) years, specifically to October 11 2003. The applicant may submit an extension of time application at least thirty (30) days prior to the above expiration date. Applicatian(s) for extension of time shall be processed under the provisions of Chapter 12.100.118 (Extension of Time) of the Spokane County Subdivision Ordinance. If the appiicant complies with the criteria of Chapter 12.100.118, the preliminary approval and conditions will be changed ta reflect ihe adopted policy and deveiopment regulations at the time of thc extension application. 4. Prior to recording the final short plat, the applicant shall submit to the County Division of Building and Planning Director/designee for review any proposed final shart plats to ensure compliance with these Findings and Conditions of Approval. 5. A survey is required of the subject property prior to recArding the fina) shart plat. 6. Appropriate road name(s) and street address for each tract shall be indicated on the final short plat map. 7. Appropriate utility easements shall be indicated nn the final short plat map. Written approval of utility ea.sements by utility companies must be received prior to recording the final short plat. 8. The final short plat map shall indicate by a dashed line the required setbacks from all private or public roads. 9. The final short plat dedic,ation shall coniain the following statement: "Side yard and rear yard setbacks shall be determined at che time building permits are requested unless these seibacks arc Findings and Decision SP-l 189-98 2 IL . • specifically drafted on this short plat. The setbacks indicated on this plat may be varied from if proper zoning or variance approvals are obtained." 10. Prior to recording the final short plat, the applicant shall provide four (4) current Certificates of 'I'itle to the Division of Building and Planning. 11. The applicant shall contact the County Division of Building and Planning at the earliest possible stage in order to be informed of code requirements administered/enforced as authorized by the State Building Code Act. Design/development concems include: addressing, fire apparatus access roads, fire hydrant/flow, approved water systems, building accessibility, construction type, occupancy classification, exiting, exterior wall protection, and encrgy code regulations. SPOKANE COUNTY DMSION OF ENGINEERING AND ROADS 1. The conditional approval of the short plat by the County Engineer is given subject to approva( of the road system as indicated in the Preliminary Plat of Record. 2. The draiaage plans and design calculations showing the alignment of drainage facilities be submitted to the County Engineer for acceptance prior to construction and/or the recording of the final plat. Drainage plans to be prepared under the direction of a licensed professional Civil Engineer. Any drainage courses that may cross this ptat shall be identified and set asidc in an easement that is dedicated to Spokane County. The easement shall be wide enough to hold the 50 year - 24 hour storm for the convibuting stormwater basin with 30% freeboard while also providing for an adequate maintenance access for the drainage course. 3. That the cegulations of the Nationat Flood Insurance program shall be observed since the proposed plat is affected by a Flood Hazard Zone. A developmerit permit shall be obtained from the County Engineer before construction or development begins within any area of special flood hazard (reference Spokane County Ordinance 88-0521). This condition is applicable to driveway approaches, driveways and private roads constructed on the site for access. 4. Approach Permits are required for any access to the Spokane County Road System. 5. The proposed plat shall be improved to the standards set forth ia Spokane County Board of Commissioners Resolution No. 95-0498, as amended, which establishes regulations for roads, approaches, drainage and fees in new construction. 6. The following statements shall be placed in the dedicatory language of the final plat: "Developmen# within this subdivision shall conform to the requirements of the National Flood Insurance Program and Chapter 3.20 of the Spokane County Code. Purchasers of the property within this subdivision are warned of possible flooding or ponding and the potential requirement to purchase flood insurance. This warning shall be carried io each and every deed drawn to transfer ownership of any and all property within the plat I the atea of Special Flood Hazard." Spokane County has no cesponsibtlity to build, improve, maintain or otherwise service the private roads contained virithin or providing service to the property described in this plat. By accepting this plat or subsequently by allowing a building permit to be issued on property on a private road, Spokane County assumes no obligation for said private road and the owners herebv acl-nowiedge that the County has no obligation of any kind or nature whatsoever to establish, examine, survey, construct, alter, repair, improve, maintaia, provide drainage or snow removal on a private road. This requirement is and shall run with the land end shall be binding upon the owner, their beirs, successors oc assigns including the obligation to participate in the maintenance of the private road as provided herein. Findings and Decision SP- I 189-98 3 , ~ . . 7. All vested owners shall sign and record private road documents as prescribed by the Spokane Cotinty Engineer. These documents shall be reviewed and approved by the Spokane County Auclitor. Recording numbers shall be referenced in the dedicatory language of the plat. 8. The County Engineer has examined this development proposal and has determined that the impact of this proposal upon the existing County Road System warrants the roadwav improvements herein specified. 9. Spakane County has no record of any approved plans for the private road which serves this proposal. Prior to fiiing of a final plat the applicant shall submit "as built" plans from a licensed engineer demonstrating that the prrvate raad can comply with minimum road standards. SPOKANE COIINTY DMSION OF UTILITIES SEWER SERVICE l. Pursuant to the Board of County Commissioners Resolution No. 80-0418, the use of on-site sewer disposal systems may be hereby authorized. This authorization is conditioned in compliance with all rules and regulations of the Spokane Regiona( Health District and is further condirioned and subject to specific application approval and issuance of permits by the Health District. WATER SERVICE l. Any water service for this project shall be provided in accordance with the Coordinated Water - System Plan for Spokane County, as amended. SPOKANE REGIONAL HEALTH DISTRICT 1. Sewage disposal method shall be as authorized by the Director of the Spokane County Division of Utitities. 2. Water service shall be coordinated through the Spokane County Division of Utilities. 3. Water service shall be by an existing public water supply when approved by the Regional Engineer (Spokane), State Department of Health. 4. Prior to recording the final short ptat, the applicant shall demonstrate to Nie satisfaction of the Spokane Regional Health District that an adequate and potable tivater supply is available to each tract of the plat. 5. Prior to recording the final short plat, the applicant shall pcesent evidence that the plat lies within the recorded service area of the water system proposed to serve the plat. 6. The fioal plat shall be designed as indicated on the preliminary plat of record and/or any attached sheets as noted. 7. Appropriate utitity easements shall be indicated on copies of the pretiminary plat of record for distribution by Building and Planning to the utility companies, Spokane County Engineer, and the Spokane Regional Health District. Written approval of the easements by the utility companies shall be received prior to the submittal of the final plat. 8. Subject to specific application approval and issuance of permits by the Health Offieer, the use of individual on-site sewage disposal systems may be authonzed. Findings and Decision SP-1189-98 4 ♦ ~ , ~ 9. The dedicatory language of the plat shall state :"Subject to specific application approval and issuance of permits by the Health Officer, the use of individual on-site sewage disposal sysrems may be authorized. The bottom of the drainfield trench must be above elevation of 2004." 10. The final short plat dedication shall contain the following statement: "Use of private welts and water systems is prohibited." 11. The final short plat dedication shall contain the folIowing statement: "The public water system, pursuant to the Water Plan approved by Gouniy and State heaith autharities, the local fire district, County Division of Building and Planning, and water purveyor, shall be installed within this short plat, and the applicant shall provide for individual domestic water service as well as fire protection to each tract prior to sale of each tract and prior to issuance of a building permit for each traei." APPROV ED THI S 4th DAY OF SEPTEMBER,1998. TAS►~iMY JONES Associate Planner Under State Law and County Ordinance, you have the right to appeal this decision to the Spokane County Hearing Examiner. If you desire to file an appeal, you must submit the appropriate Appeal Application tagether with the required Fee, payable to the Spakane County Division of Building and Planning, within fourteen (14) calendar days after the decision is issued. Upon receipt of a complete appeal application, a public hearing will be scheduled. _ If you have any questions, please call the Division of Building and Planning at 456-3675. c: Spokane County Division of Engineering and Roads - Spokane County Division of Utitities Spokane Regional Health District Spokane County Fire District No.l Spokane County Water District 93 Mike Bascetta Taggert Engineering & Surveying Findings and Decision SP-1189-98 5 ~ OFFICE OF THE SPOK.ANE CQUNTY ENGINEER 1026 W Broadway Ave, Spokane, WA 99260-0170 (509)456-3600 Fax 324-3478 "ENGINEER'S CONDITIONS OF APPROVAL" SHORT PLATS TU: Spokane Gounty Plaruung Deparimen`t I~ FROM: Division of Engineering & Roacis , DATE: August 11, 1998 PROJECT: SSR 5& UR 3.5 SINGLE RES FILE SP-1189-98 / Hearing Date - Review Date: 07/34I1998 Sponsor/Applicant: MIKE BASCETTA Section Township Rwlge: 29-25-44 Planner: TA1ViMY JOiNES Technical Review Daie: (@) 'I`he Spokane County Engineering Department has reviewed the above referenced applicacion. The following "Condirions of Approval" are submitted to the Spokane Cnunty Planning Departmenfi for inclusiou in the "Findings of Fact, Conclusions aad Order/Decision" should the request be approved. 1. That conditional approval of the plat by the Cour.ty Er.gineer is given subject to approval of the road system as indicated in the preliminary plat of record. 2. That drainage plans and design calculatiorYs showir.g °the alignment af drainage facilities he submitted to the County Engineer for acceptance prior to construction and/or the filing of the final plat. Drainage plans to be prepared under the direction af a licAnsed. Prafessiona? Civil Engineer. Any drainage courses that may cross this plat shall be identified and set aside in an easement that is dedicated to Spokane County. The easement shall be wide enough to hold the 50 year - 24 hour storm for the contributing stormwater basin with a 30% freeboard while aiso providing for an adequate maintenance access for the drainage course. 3. That the regulations of the National Flood Insurance Pragram shall be observed since the proposed plat is affected by a Flaod Hazard Zone. A cievelopment permit shall be obtained from the County Engineer befare construction or develapment begins within any area of special flood hazard (reference Spokane County Ordinance 88-0521). This candition is applicable to driveway approaches, driveways and private raads canstructed on the site for «ccess. CC: Applicant MIKE BASCETTA Engineer/Surveyor MELVIN TAGGART P3anaer TAMMY JONES s Page 2 07/30/1998 &P-1189-98 4. P_pproach Permits are required for any access to the Spakane County road system. 5. The following statements shall be placed in the dedicatory language ai the iinal plat: • "Development within this subdivision shall conform to the recxuirements of the National Flood Insurance Program and Chapter 3.20 of the Spokane County Code. Purchasers of the property within this subdivision are warned of possihle flooding or ponding and the potential requirement to purchase flood insurance. This warning sha11 be carried in Each and every deed drawn to transfer ownership of any and all property within the plat in the area of Special Fload Hazard." • Spokane County has no responsibility to build, improve, maintain or otherwise service the private roads contained within or providing service to the property describzd in this plat. By accepting th?s plat or subsequently by allowing a huild?ng permit to be issued Qn groperty on a private road, Spokane County assumes no obligation for said private road and the owners hereby acknowledge that the County has no obligatian of any kind or nature whatsoever to establish, examine, survey, construct, alter, repair, improve, maintain, provide drainage or snota removal on a private raad. This requirement is and shall run with the land and shall be bindinq upon the owner, their heirs, successors or assigns including the obliqation to participate ?n the maintenance of the private road as provided herein. 6. Spokane County has no record of any approved plans for the private road , which serves this proposal. Prior to filing of a iinal plat the apglicant sha11 submit "as-built" road plans from a licensed er?gineer demonstrating that the private road can comply with minimum road standards. 7. All vested owners shall sign and record private road documents as prescribed by the Spokane County Engineer. These documents shall be reviewed and approved by the Spakane County Engineer prior to recording with the Spokane County Auditor. Recording numbers shall be referenced in the dedicatory language of the plat. 8. The proposed plat shall be improved to the standards set forth ir. Spokane County Board of Commissioners Resolution No. 95-0498, as amended, which establishes regulations for roads, approaches, drainage and fees in new construction. i - - - . • • i Page 3• •~7%30/1-998 8P-11`89: 98; '9. The County Engin'ee'r Yias 2xamined t~his- developmen~,t -propos-aY and has, determined it-hat the -i~mpact~ of~ -t~his p-ropos.al upon the exi~st-ing ~County, Roa"d ,S'ys,t.em' wa_rrant--- the -raadway improvementz berein' speci'f ied,. - , ~ Kimball, Sandy _ From: Hemmings, Bill Sent: Monday, August 03, 1998 10:52 AM To: Jones, Tammy Cc: Engelhard, Scott; Pederson, John; Harper, Pat; Kimball, Sandy; Busko, Doug; Miller, Katherine Subject: SP-1189-98 - Mike Bascetta 8•3-98 I received the above referenced application on July 16, 1998. I have no knowledge of any critical areas on this site. I recommend the following conditions of approval: A Professional Engineer, licensed in the State of ~'~'ashington, shall submit final road a~-~- ~drateage plans, a drainage report and calculations that conform to all.rf s and laws governiDg sformwater maDagement in Spokaue Countv. inage plans and a drainage report sball receive the Couqty~git~~s a ptance prior to release of a constructioamr-~~i~~'mit, or apprffat of the land action unless a no action alternative ctln"be shown to be acceptable. - • Any draiaage courses that muy cross this plat sball be identified and set aside in an easement that is dedicated to Spokane Gounty. The easement shall be wide ennugh to 6old the 50 year - 24 6our storm for tbe contributing stormwater basin with a 30% freeboard while aIso providing for an adequate maintenance access for the drainage course. Ow q~u"d Vi~ ~&UWuW .*4d Page 1 • , RE CEVED ®r~ JUL 15 1996 ` S P C~ K ~ N E _ CC) U r~MME.d6UMY ENGINEER Bidtl.DiVC AND PtaNNiNr, • A Div1SIO:V OF THE PL'HL1C WORKS DEFnR'iZNTNT JANts L. MAavsora. C.9.A., Dim;cTOx DEivrtLs M. Srora', P.E., D[n-crOR MEMURANDUM TO: Division of Engineering and Roads - Transportation Engineering; Pat Harper, c/o Sandy Kimball I Division of Engineering and Roads- Develppment Services; Bill Hemmings Division of Utilities - Information Management; Jim Red Division of Utilities - Stormwater IJiility; Brenda Sims Long Range Alanning Division; John Mercer SAokane Regional Health District Spokane County Fire District No. 1 Spokane County VVater District No. 3 Central Vatley School District No. 356 Spokane Regional Transportation Council; Glenn Miles Washington State Boundary Review Board FROM: Tammy Janes, Associate Planncr DATF: July 16, 1998 SUBJECT: Proposed Preliminary Short Plat SP-1189-98 Attaehed is a copy of the above-referenced preliminary short plat application and map submittcd by INQe Bascetta to divide approximately 5.80 acres into two (2) residential tracts in the Semi-Rural Residential-5 (SRR-5) and tJrban Residential-3.5 (UR-3.5) zones. Please review this proposal annd return your written comments and recommended conditions to me by July 30a 1998. If you have any quesiions regarding this matter, you may contact me at 456-3675. Enclosures copy without enclosures 10: Niike Bascetta 141elvin Taggert 1026 WES'fi BRf)ADWAY AVENUE • SPOKANE, Wnstit;vGTON 99260 PHONE. (509) 456-3675 • FAx: (599) 4564703 TDD; (509) 324-3165 . SPOKriNr COUNTY AI'V1S10N OF BUILpING AND PLANNING : PRELIMINARY SHORT PLAT APPLICATION PART I Lf:GAL OWRlFR'S NAfvIE: Mi /lr" ,13AS'CC-T7-19 MoA I LING A DDRCSS: -3I 17 J34 SCc: 7-rA / 6v . cl'I'Y: ST11TC: Lx) P , ZIP: l lil IONE: («orl:) (liome) 92 7- 7 9S/ (fax) 1r APPL,ICANT 1S NOT TIiI: OWiVCft, INCLUDC Witi`I'TCN l)WNCR AU`1'IIQRTZATIOIV FOTt TIIC ISGLO\V nCS1CNATCD CONTACT TO SCRVC.IS RCi'RGSCN'I'ATIVI;. OWNCft'S DGSiGNATTD GONTACT: SA r►~s /l s /9 130 v~ ~ MAll.lNC; ADDltl:5S: ~ CI'1'Y: . STA`l'C: 7_'11': I'HONE: (wdrk) (Iicame) (fax) LOCATIAN OF f'ROPOSAL SiTC (generel descripcion by which direction and haw fnr from roads and iiitersections gind olhir cammunity features): . OF q-V-P /9 D A✓~ Si:CT1QN(S) 1~ ~ 2 I'OWNSt 11P zc- RANGC yY- . I MAVC ATTACi•tCD TME LCGnL DFSCRIPTION OF PROPOSED SlTE: ` ...........S................................ O YES (Attueli legrtl descri~ation far the entire area to be subdivided on the Preliminnry hArtPiat map wi.tli the sauree ul'be;ga) Cicarly indicinte;d.) . STREET ADQRCSS OF PROPOSAL SITE (if any): 3) I~f 13 A SGc'TT A Ld iVAtv1C Or f'UE3LfC ftAAD(S) PROVIAING AGGESS: 3 ~~E AlJDiTOR RCCORDlNG NO.(S) OF PRIVATC ROAD CASCiviENT(S) AND MAINTENANCC /1GRGfM1rNT(S) PR4VIDINC AGGESS: ASSESSO(t TAX PARCE L NO.(S) OF PROC'OSAL SITC: ~f.5*11? cl 4 . 9 SIZE OF PRUPOSAL SITC (ticres ar sq. ft): S'? 0 • GCAA-'0-- , ASSI:SSOIt TAX l'ARGf:L 1da,(ti) nf ADJAC1:1dT l.A1dD AWNf:D 0R CONTILQLLEn: ~ISZ y ~.~.LL..~ SI`I.L' OF ADJACCN'C LAND 0WNCQ OR CONTROLLCD (ncres or sq. ft.): -s• nESCRIEiF EX1STING USE(S) ON PROPOSCD SiTE (such as Uuildings, well, sewer drsiintiefclon(i others): S• ~ ~ ~ c s ~ e c.~~ T GXISTING ZONG CLASSIr-ICATION(S): COJv1P'RGI-iCNSJVE PLAN CATCGORY: (4 2Rrgn! ~ aSF,ti+ I- )e Na.o'9 L DOL:S TI-!E nROPOSAL fRONT ON AN ARTGRl/1L O12 PLANNLD IIRTCRiAL: O YES CO NAME(S) A1= ARTCRlAL ItOAiJ(S): LIST t'REV10US 5C'OKANE CC)UNTY AG`['lONS 1NVOLVING T1 [IS flROPCR'fY: (suelt :ts Tax Segregntion 11>>plieation, Certiticate of'rxemntions, Cin or rA Afficlavit, C3ther Subdivisian, 'Lone Chanbe, Variance, ~°anclitit~nzl Usc, •re►„nnr~iry l~se, SI;I~A ltevicw, I)epei~dent Iteiltive, 7uhiiig Cuclc'v'iu~a tiu ri, ur:ath): I'I:I;1,IM1NARY SI-1On7' PLAT AI'PLIGATIUN Page 2 of 5 t'ftOPOSGD USE OF ['1t0 ~ttTY: Duplexes O Multifamily dwellings O tiingle f~~mily dwellinbs [3usiness ( ) Industrial R9aii«lacturecl lit~ir~es Otlier ( ) - I~escribe: M~~►~~ Use ( ) f'ROPOSED NUNi[3CR OF L07"S: 7 PRnt'USED ACCI:SS TO LO?S: t'rivate Driveway, 31ots nr less O Private Road, 4 lots ar iiiure I'ublic R/W with I'rivate Access( ~ Peiblie Road Caunty ArteriA) State i-libhway DI:S('RII3C: ANY C'dM[31NA'1'lON QFAI3QV[i TYP[:S OF ACGESS: tS nEnlC/ITION O~ L ND f'OR PUC3LIC i)SC PROPOSGp (Ronds, I'arics, Schools, Open Snace, other)? YGS ( ) NO( If YCS, EXPLAIN: HAVF YOU PROVIDED ACCCSS TO ADJACEN't' PROPGRTY Tl°IAT IS "I.AND LOCKED" 1'VITMQUT ACCI:SS "i'4 PtlI31.tC RO/1n'i . ...............o. . YES (vKO 11' NQ, CX('LAIN \VHY: ~ f'ftdC'QSGD SOLRCC OC 11,A`T'CR: inutividual wells ( ) ('tiblic systc:rti ( v_1~ i'rivntc: CrnnTnunity Systcm ( ) , ~ Sther ( ~ - nescribe: f'ItOPUSf?D MGANS OP Sf;WnGE D151'OSAL: !'ublic Sewer ( ) Gomntunity Systei» Septic Tank and Drainfield l)ouble I'ltu»bing C) Ury Sewer O Othei• O nescribe: U'1'll_I'I'Y COIv1!'ANICS AND UIS1'ItICTS TO PltOVIDG SCRVICE TO TF1IS PROPQSAI.: EIeCiricity: 'ZnJL#,o,►, wC_ & ~ LiG.(L7 Gas: Wntei° o c wf- G,/-31-:A ~U N~~ Sewer: n/~/~ Phone: lil • S' . W F"' S'; Cab(c: 4/ J4 Fire nistrict: ~ School: CE41T2 A L J/'A L L 6`t.t Othcr: iS "1'! li; lyR4I'pSAI. S1'ff: ADJ/1Cf:NT TQ Qlt 1NCLllDEA Wn"l'ER BOnY? ( ) Yi:S (NO (exposc:cl st7nding water, pond, year rouncl stream, river or lake) LIST: DOCS TI-(C PROPOSAL SiTF }-IAVi: ANY WCTLANDS? O YGS (~_40 ............o.,.......................~......e................. ((ahen water, sensona l watcr, i»flrsh are;7s, watcr sa turntetl ils nr ~vetl~ncl plliits suc~l~ ns "cat tails"} I.IS'f: Wi llCi-i TYPE OF WGT[.ANn CXISTS nN T11G SlTE? Type 'fype 11 Type I11 Type IV 1~','C`I't.ANUS C:a1S`1'S. F10W CLOSr TO'CI-IC CDGC 4f 1'1-lI: WCTI.AND VV11.L DI?VELOPMENT I3E AI.LOWI?D "I'Q DUll.n? I'rC'i' EXPLt11N: .,/IA DOI:S 7'!-(i: l'RC3POSLD SITC I'RCSENTLY 1•IAVC F1S1-t AR WlLDLIFC: 1IAIilTAT? ) YCS (~'1Vr0 EXI'LAIN TI-iE KNOWN TY('ES CaF WILDLIPF: Dt)}:,S TI-IC PROPOSCD SiTC I-IAVC Cit1TICAL AREAS (such as slApes over 30%, unstable soit or rocks rrnne to 11ntlslicie:s, sever erasion, lloaciinb or nthers)? LIST nNn CXI'LAIN: .1IA UO YOU 1IAV'E /1NY ('1,ANS FOR FUTURf: ADDIT1O1vS, rXPANSIONS nR F R''I-fER ACTIVITY ltl_,*t_n'1'EU TO'T'i-IIS pltOPOSAL? YC:S NU ( Ir YCS, CAPL!11N: ' . . PRL:LINIINARI' S1-IORT PLAT APPLTCATYON Page 3 of 5 PART-n !'U(tSlIANT RCW 30.70 B, T! 1C APt'I,ICANT AND TIIC APPROVAL PROGGSS RCQUlRI?S CARLY COC)RDINATION AND INFOItMAT10N. PRCL[MINARY AGENCY C4NSULTA'1'IQN 1D['sNTIFIEU 13r.:t..OW. . 1 t 1 M' ' 1tCW 36.7013 reyuires early coardination nnd informntion A. TI=1!S f'TtOPOSAL IS WITf1IN T'IRE PROTCCTION DiSTR1CTNO. , R. W(-fAT tMPTt4VCIVICNTS NEED TO I3f: MAnE TO MCCT TI1C DISTRiCT'S T'IRE PROTCC7'lON RCQUlRGNtENTS? UQw ~ C. O SCE ATTAC!-ICD I.ETTGR DATED: NO /Z4~1_r° ~ U. REQUtttEn FiIZE f'LOW (gallans per minitte): I hn>>e reviewerl Il:c~ prnpASal nriil have ntlvi.ticd tlie c►pplrcnnl of the Fire Dislrict rc yrri,•L,ncj~rs ~ F('a-e- ^6L4.1 SIGNKruitr•. •ri7-i.r: nn•1*1: WATL' CI YOI 1ZCW 36.70 13 requires carly eonrrlinotinn anct inturmatioli A. 'f(IfS PROPOSAL, tS WIT1-IIN WATGR DISTR(CT: 11,,3 H. SA•nsr•Ac'TORY ARRANGCNICNTS fOR nQMESTtC WATCR AND FIitE Fl.OW HAV f-L'EN MAac : A 'r 71415 T«Lr A WnTER SYSTEM PLAN MUST BE PRF-PARED: . YEiS O N9 O REQUIRCMCNTS: ~ AI&jv' G OJJ ~vLt go f -o)2 SFK v1 C e I s E C. c ~ SCC ATTACI ICD LCTTEIt DATCn: 1 have reviewct the larvpasal rncl hcrve advi.~~ed llte applicantqf ilrt► District retluir'e7)1L'!?lS. ~ - . sre;NAwiti: 1 iTr.r. aaTE, SIMICANE COUN'UV t E' t ItCvW 36.70 Il rcquires csirly conrciinnttcm und inl'ormntinn A PRC1,1MINARY DtSCUSSION EfAS TAKCN PLACE, A COMPLCTE APPLICATION MLST ~ iNCLUnr:: B. ( ) SEE AT°i'AC! ICD L(:TTGR DATCD: .4fler t, pr-elimi»tti-ji rLvIG11r Qf 1hCp1•oposal, I hmae aclviserl the applicRrit af sojjre Af th~.~ CAi»i1-1 Etiginecr Raad reqrrireme►Zts. A cAinnletc and detniletl rellieit► tiaifl be prcai+irled oftet• 7e nJ)pl lior7 is ~r bniittecl, titihic1111Di11 result in a cnmplctc list af reqttircrirertt.s ailtl colieft inri • ~rt•rlirrs • >>rslo sjnr trccess tn tlte prnl)nstrl. -7 S R N t~ ftaRr •i'11'LE DnTc ~ SIMKANle, i r r , ~ RCiV 36.70 l3 rcquira,s carty coordinntian and infarmatinn 'A !'Rl:LIM1NARY DISCUSS(fZ~ J, ONPAS TAKCN PLACE. A COMrLETC Anl'LIC TION MUST - 1~1CLUDC: o / d'o .c~.~ #-,Z'- c - c I I c^ d A 1 ~ z t3. S1sL A`I"I'/1C1lED LL':T'l'CR DATCD: ,4f e~• tt ~rclimiric~~~ ~•c~i~icia ~~f'lfre nrapvstrl, 1 hc~rtle trtlafseGl the crpplicrrni of.ron~e of t11c Cmn~ly I:ngtric,~cr DrtrittRge reqttircnrent.s. ?1 cumplete nncl detnilecl rev«tv ivill he . 171•u>>rclccl tr/ter the ,~,f~lrCcrtr siibniitte~l, »d{rich ►vill i•esrrlt itt ci complcte list o~' rc:q:iirei crit.t~ r d•vlrtlition ~ ~Vs 711 JiT~ J7J'pI~ISlqtJS f)Y t~i~ctinnge~'Ai• the ~aro~ao.~~al.sIcr~n~rl a ~rrrc.c unTL: I'RELIMINARY SI10RT PLAT APPL,ICEATION Page 4 of 5 ` = (tCW 36.70 B requires early caordinution and infnrmation A PTtELIMi1N11RY DISCUSSiON I➢tAS TA~EN I'LACE, A COMP[.ETF APPLICATION MUST 1NCLUDE: OV 11. SCC A'I"I'ACt IED l.E`I'TrR IJA'TCD: 11f cr cr prelimincriy revicw of the prnpnsal, I hcrve uelvised thc appliecrnt of some of ' llrc Ulilities requrrements. A corr7plete and rletrrilcd j•evictia will be provicled nf er ihc apnlication is sitbnuitted, tivliich tit►ilt ,•esrrlt in a complete list afj•eqirirenierlfs and condition.s reg rclirlg ,rovi ions fnr crcccss to the prnposnl. a ~ ~it~4- .11,z sia rutt~ •rrr~.c ~nrr , ~ L, GIONAL titA RCW 36.70[3 requires a:erly c:oorditintiAn s►rid inl'ormntinn A PRCLiMINARY pISCIJSS10N t-iAS TAKEN PLACC, A CrJMPLCTE API'L1CATlON MUST tNcLuDE: B. SEC ATTACI4ED LrTTER DA'1'GD: 11 11cr tr nrelintinary rcview of Ilac prdposcrl, I hmle ndvisetl tIte applicant a,f sUnle oj'the Sr'akerne Regionnl tlen/lIr i•eqirirements. A co»>plete crnd cletailed revieia, tivill be provetlecl tr~'rer IhL' Clf7pI%cC711C117 !.s Stlhl)IlIiG'l!, tivhich iaill ►•estrli in n complele list ofrequIj•cments ajrrl euntlitivn.r r~gai•rli g flctrlth prnvisiatts jnr tlic Prnpvsal. ' it F tts s ra,~•rr• ~ Ic;~o~TuRC 111 LE . + t J ~ (City of Spokane or Liberty Lalze) RCW 36.70 (3 rcqtiires early ecaarclination and inCormation .1 PRCLiMTNARY DISGUSSION I-IAS TAKEN PI.,ACE, A COMPLCTC API' 1 TfON MiJST INCLUQI;: 13. ( ) S1:E ATI'AC11C[J Iyl:TTER Dl1TCD: ,IJ1er• rr far•elirnintny j•eViCia nc ~~ropnsal, I l~m~~~ erelt~i.se~l ihe ap~alictuTl ~~j,st~nte ~~f tlr~ ~~~►ver rc1~ uire~ficnts. if c 7plc.~lt~ crflcl clelcriled i•eviciv ivill !ae provitletl tjltr ljic crpplicriiio» i.Y strb►fiilted, which 1~'~' f•esirlt in nco~r~plete lisl of reqttireirlertts an~l cnr~~litio~~s rc~4~trtrr~i17 Seis►erpj•opr 11» Pr•oposal. , SICiNATURE TiTi.f UA"fl: E lRe, m N'I'OF (NOTf:: Signature requirtd anly ii'access is provided from a StAte High y) 1tCW 36.70 Ci requires enr0y canrdinntion ancl inE'ormati~n A i'RC1.I~IINARI' DISCUSSION HAS TAiCFN T'L.ACE, A COMPLC~' APPLICATION MUST 1NCLUDF: / ~r ~ 13. ( ) SFE ATTACMCD LETTER D~.TCD: . i1 Jte~• ~r nrelimi,~cr, y,•evZernnfs. ~~'the prapasal, I 1urve ttd~aised the nl~pl rcant vf saine o jlhe .~ilf~Ie IIlgIf lt~(ly pG'f~'llll• ~ ~1 r•amplete afz~t detaii~.~d re vicati► wil1 be pi•o-vicled nftei• the trpplicC111C)n Is~r rnitted, ti1l{tich tivill r•e.siilt in ir cvmpletc lisl of reqtrirements nnd cnne'lelio 77ang Iarovi.sionsfnr flighway access t4 !he propasal. ~ SIGNA°IVttL 1'ITLC 1)ATI`,. ~ 1'[tCLIMINARY SHORT PLAT APPLICAT]ON Page 5 of 5 PmzT ~ n I,EGAL OWNER SIGNATUIZE (Signature af legal owner or representative as authorized by legal owiter) l3 07S Ccw / 7' 4 ,(print niime) S WEA R OR AFr1 RM THAT Tl-I E A(3oVE RE-SPONSCS AItG MADE T[tU7'HFULI.Y AtdA TO `l°NE DES'1' UF MY KAlOW1.FpCC. 1 FUR`1'HER SWCAR OR AFFIRM Tl-IAT 1 AM TI-1C AWNCR OF ftCCORD 01= TI°iC AREA PRO['OSED FOEt TI lC AqOVC IDCNTirICD LAND USE ACTION, OR, If NOT TF(C OWNER, ATTACHED HEREW[TI-I !S W(tiTTEN I'ERMISSION fR06v1 THE OWNER AUTHOR[Z1NG MY ACTlONS 4N I-i1S/HER BEHALT. t f URTHER SWE-AR OR AFFIRM THAT I I IAVC A'I'TACI-lEA THC S[GNED AND DATED "AFrtDAV(T OF ADJACEN'1' PR(yPC1t°I'Y OWNCR / TAXPAYCR ADnTtESSCS." ADDRESS: 3 l 17 s, GaS CrTT44 L-ou • PIiONE: 9 Z7 -7 9S / ,TADJ e,9 ov9 tn1 ZIP: (C;tY) (state) 'A 5IGNA'fURE DATC lVU t'AfrY (far Part lil above) STATG Or WASIi1NGTQN ) ss: COUN'T'Y C)1~ SPOKANG ) of 19 ~c ~ ~ ~~7 da S1J13SCW'Lf*4;VD S WOiZN to before me tliis y OA CC T a~~••, ~ ~ ~ T,9 ♦ ♦ • . ♦ • ~ 1 ~~'~'V ✓ ~Z.- ~ ' ' l~~~t ~ HOTARY 1600%. ~ NOTARY StGNA'fURC . . . . _ . S PUBUC : Nott►ry PuUlic in and For the State of Washington • . : ~0 • ~ ~.~C s ~~..•'0 ltesiding at: ~1 • OF kk;0~ My nppointment expires: PART IV (To be compfeted by the Division of auilding and Plnnnin6) /fy PLANNER: '011) D11'i'I: SUDMITTED: ~ ~ j TOTAt, FErS: ~5 `Y 7, O 0 RCCGIt'T P: 07 3 FII.L'- ff: COiNl'LETE APPLICATION: ~w[y ~~i _ 4~•r. ~iv~ KiJ ~ / ~ ~ • F - ~ _ ~ • SPOICArE COUNTY DIVISION OI+ BUILDING ANU PLANNING PRELLVHNARY SHORT PLAT APPLICATION PART I l.EC,AL nWNCft'S NA'vl[:: ,t3A~Gt- 7- T19 , yiA1LING ADDRESS: 3 117 , f34S« T-rR /f%~-f, C171': Sp 14 r9Ne STATE: t1j& , ZIP: ~l ~12a t Pl-iONE: (work) (home) q2 7 - .7 9S/ (fax) if ArPLtCaNT 1S NOT TItC OWNER, INCLUDE WRITTEN OWNCR AUTHORtZATiON FOR TFIE E3ELOW nCS1G1VATCn COiVTACT TO SERVE AS RCPRESCNTATIVC. OWNFR'S DESICNAT(:D CONTACT: Stj m F A s 130 Ve M:P11I.1NC, l1DDitl?.SS: CI`1'Y: . STATC: ZiP: I'IIONC: (work) (hame) (fax) LUCATION OF PROPOSAL SITC (Seneral description by whicfi direction and how far from roads aRd intc;rstctinns and otlier c4mmunity features): oF /I-VP i9 D ,i c ~~T ~r9 ~•9 SI:C'i'IUN(5) 2-9 ~ 32 TOWNSII(f' _,7 ~ RANGC' y~ . , O Y[:S ! I IAVC A"(1'ACFIED THE LCGAL DESCRIt'TION OF f'ROf'OSED SITC: (A[tnch legnl description for the entire area to be subdivided on thc Prelimin~ry Short Plat ma.itte source at' IegAI clearly indicated.) STREET ADDRCSS OF PROPOSAL SITC (if any): 3j Iq S. T~A,5'GGT"r A L.AJ NAME OT' PUBLIC ROAD(S) PROVIDING ACCESS: 3 6 T" /AVF- , AUpITOR RECORDiNG NO.(S) OF PRlVATE ROAD EASCMENT(S) AND MAtNTENANCE nGREf-.MENT(S) I'ROVIDING ACCGSS: ASSESSOR TAX PARCEL NO.(S) OF PROPOSAL SITE: `fS,~ Gl , 9~/✓ S1ZE 01- PROPOSAL SITE (acres or sq. ft): .5. Q ,1SSCSSOR TAX PARCEL NO.(S) Qf ADJACENT LAAlD OWNED QR CONTIZOLLEn: -V52ef cl . 9 / 1 e SIIE OF ADJACENT LAND OWNED OR CONTROLLCD (acres or sq. ft.): DFSCi2iBE CXISTlNG USC(S) ON PROPOSED S[TE (sucli as buildings, well, sewer drainfield and ot}iers): S• ~ / ~ ~ c s Le ~ i-- ~r~, EXISTING ZONE CLASSIFICATION(S): uJ'e- 3-5- a' S CON1PREHENSIVE PLAN CATGGORY: lA2RYqA! ~ SF,p-+ i-iPN0- i4 C. DOES THE PROPOSAL FRONT ON AN ARTERIAL OR PLANNCD ARTERIAi. : YES (O NAME(S) OF ARTCRIAL ROAD(S): LIST PRGVIOUS SPOKANE COUNTY ACT(ONS tNVOLVING TM1S T'ROPCRTY: (such as Tax Se6regation Applicatinn, Certificate of Exemptions, GA or EA Afrdavit, Other Subdivision, Zone Change, Variance, Cond;tional Use, Temporary Use, SEC'A Review, Dependent Relative, Zoning Cacle Violation, or Oqhers): • .'•RECEIPT SOMMARY¢ i - _ ~ TRaNSACTON NUM$ER=: T98 60 I 4.54,, DhTE: 03/18/98 APPLICANT•: MII4E BASCETTA PHONE= ADDRESS': 3117 S' 'BASCETTA RD , SP(jI4ANE WA_ 99206 CONTACT NAME:.MUKE' BASCETTA PHONE= 509,927 79'51 TRANSACTION: PRELIMINARY SHORT' PLAT; (ENGS UTIL-ITIES) -DOCUMENT ID: 1) 2) 3) 4) 5) 6) FEE & `PAYMEtVT SUMNIARY ITEM. DESCRl-P,TION 'QUANTITX ~FEE AI+IOUNT -PRELIMINARY PLATS - SHORT 1 100'.00 LAND USE ACTION REVW 100'.0,0 TOTAL DUE 2;00.0'0 T,OTAL ;PAlt D= 200.0,0 BALANCE OWIMG= .00' PAYMENT DATE RECEIPT# CHECK# PAYMENT AMOUNT 03-A8/9.6 00002439 2-10'6 ,200.00' PitO'CE-SSED*'BY: 2RENDEL-, GLORI-A PR~1~ITED,~BY: '~iJENDEL~, GLORIR ~*,~.**~..~~*~'*T*-*;xa.►:.r*~~#+*~;~i.#+'.~~ ,TEiANK YOU ~i I I i I - i ' - , . • . t'GRMC1' CENTER EAST PASSPORT , Aate: - 0 Number. ~ • 1 Name Phonc Address , Cominents: CUSTOMER,ROU7rING ~ °~t"~~i~•^ 'aT~"7~b:.'~~~''rn,.a ~~~r•.-rv•• i tu:~.. ,r~•.. ,.~T.~--..._--.r . , _ • ~..„'9._.«i":_l;s • 8h~!.:_"__ ivtsion_of~Bui[dia~:~~=Planning,~~;;~,;~~~,:~_~-f..,~,s,ac on~otEii~ie'eer~n.~~~e ~~;;1Tz-~;m--. F__j Addnessing- E'emiit Revicw _ • Lj AMroach. Pcrmit Q Building Pertnit. Shorclines Info. L_J' Flood Plain Permit _ Q 'Codc infornuition - ~ (•Short-Plat [nfo. LA,PublicJ!'rivatc itoads Q'Commercial Review Subdivision Info. Q Res. 81dg Femril Rev. - - ~ Conference Temp. Use Pemtit • L_j Site Drainage [nfo. , ~Fire:Safety Review ~ Variance Appl. Lj Snbdivisiori Review a Manufactured Nome Zone Check ~ Utility-Permit Q McetianicaiPertnits, Zone info. L_j Zone Change Review e • . a' Plumbing Perrtuts Q Private Raad, Info. NO FEE REQUIRED . . Reriewer TiRie Out Residcnrial Review - _ . • ~ ~ ~ 1-'_ TY ~''1' '`°v'1;if Lt' ~ ~1L'^~ ~ • Sower Permits ~ : ~ InfoTmation Subdivisidn,Review ~ Q Admin. f6zce6tien UI.ID/Sewer Info. , Binding Site Plan.Info - = Zame Change Rsview Q Ccrt. Of tcempOiin; ~ Comprehensive Plan: NO FBB~RBQUIRBD - Reviewer• Ti=Out ,Cond: Use•Petmit ~b T ~ Critical Areas'lnfo. lttifDi'S'_frict1: Q ,Nonconforming Use l1'O FEE'REQlIIRED NO FEE REQUIRED Reviewer. Time Out 116iewer 'Cimc_Out Reviewu Tiffic Out, ~ . ~ ~ ~ . , S C3 lJ N T Y 171VISION Or. LNCiN[ERINC. AN1, RC1AnS ~ A nIVIS1AN Or- Tl lf T'UI11.IC WpRKS nI:!'ARTKifNT Wlllirm A. Ja1ins, P.1:., County I:ngineer Aennis M. Sco11, P.f., Direclor AGItE, EME, NT TO PAY TEES ~ ENGINE CR'S AGRECII~NT NiJ]VIBER s( ~ ~ s ~ iis asreement between Srokane Counly ancl ~ ''l , wllose inlerest in the project is ti.c. nwnct.~` is entered into tliis ~ day oF , 19 5f .This agreement is aPplicable to the project known as: 11e7" PL A''T ~ ~ IM-9 7 . TIi3t the individuals and parties named herein as linving an interest in tlie ahove described propecty or project agree ta the following: l. Reimbutse Spokane Cottnty for rroject review Rnd inspection fees ns specified in Chnpter 9.14 of tlie Spakane Caunty Cnde. Tlie fees will be based on actual salary costs incurrecl by Spokane County for project reviews ancl / or inspectiAns plus a ten percent administrative charge, ancl will be billed montlily as accrued. Any billing amounts due, including any expenses incurred in the collection Af an overdue account, must be paid prior ta tlie County's acceptance of the nroject for filing. 1f aproject is approved and/or filed witli a balance stitl owing, tlie unpnid b1lAnce sliall he paid witliin 30 days af the invoice date. 2. Tlie undersigned agrees thAt tliese fees are due and payable upon receint of tlie billing as specified above. 3. Any invoices not paicl witliin 30 days aF tlie invoice date will be considered delinquent. If any outstanding balance on the account for this project is not paid wittiin 30 days of the invoice date, no further reviews of the project documents will be conducted until tlle entire account balance is paid. Any balance on the account for tliis project not paid within 65 clays af the invoice date may resutt in legnl action or the initiation of otlur collectfon procedures, including referral to n collection agency. The Sponsor will be liable for any and all expenses incurred by the Caunty for the callection of over(lue accaunts. 4. Tlie mantlily hiltins sliould be sent to the nltention of: NAME: ~H SC.e TTI~ AADRESS: CITY, STATE: ~~C~}N~' ~ p ~ 71r coor:: P1iANE q61-) '*7q -S, 1 understand tliat failure ta pay these fees may result in cfelay in completion or aprroval oF the Project or o111er passihle sanctions. ° D If lliis fee agreement is completed by someone otlier tlian the Sponsor (i.e., the project owner or a principal in the firm sponsoring tlie praject), sucli as the Cngineer designing the pro,ject, then written aiitliorization from tlie Sponsor snecificnlly ntitliorizing tlte Agent to execate this ree Agreement is attacliecl to t1iis ree Agreernent. , NATURC 13y: ~ v ~ , A SIG 'Og ~ 6q-Sz-E . (I'RiNT NAMF) ]tTTt1ItN Yri,I,f.aW C'OPY TO SPOKAN!. COi.1NT TNCiNTT;RS k1s1f1Asreefee.dnc 2/1196 1026W Braaciway Avc Snnlcnnc WA 99260-0170 (509) 456-3600 FAX: (509) 324-3478 TI)A: (509) 324-3166