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HomeMy WebLinkAboutApplication APPLICANT 4/18/2008 APR 1 8 2008 City of Springfield . Development Services Department 225 Fifth Street Springfield, OR 97477 Site Pia n Review Date Received: Original Submittal pplicati'on Type (Applicant: check one) Site Plan Review Pre-Submittal: 0 Major Site Plan Modification Pre-Submittal: Site Plan Review Submittal: ~ Ma"or Site Plan Modification Submittal: Phone: Applicant Name: Company: Address: I /7-i/ 11.. /!;~ ~ Fax: ~frfJe+ ClA..1~ OR 9;2(',/.':;6"' ./ Applicant's Rep.: Company: Address: Phone: Fax: Property Owner: Company: Address: ;1/ I L~ !:ha. I) ~ - Phone: Fax: ~ ~/1'Y) " / ASSESSOR'S MAP NO: /:t- -o..l..- 3 D TAX LOT NOeS): Property Address: ~ (0 d b W A-'" <21z Dc<- s <2 D~ r I1t fJ :-C Acres 0 f1~ ;3 S fr~QI Size of Property: Proposed Name of Project: Square Feet 0 Description of If you are filling In this form by hand, please attach your proposal deSCription to this application Proposal: Existing Use: lJ& r e-^-tJl.-Lj <2- I New Impervious Surface Coverage (Including Bldg. Gross Floor Area): sf Si natures: Please si nand rint our name and date in the a ro riate box on the next Associated Applications: Signs: {~ )J~c...d1~ . / Pre-Sub Case NO.:~rL '7/5b'b - ECC:tt Date: Reviewed by: Case No.: (:) (( C '?~ - (j1)30 Date: L/ / I ~ / cf Reviewed by: ~ Application Fee: $ b ~ Z~. 00 Technical Fee: $ L.I/G. I c;" Postage Fee: $ / C)"C;- TOTAL FEES: $ q') 'cl/1LI.)s PROJECT NUMBER: p~J Z-6D8- (j0Z\2 \ I}~;;c ~/ ~~J '}h'J-l~r'-",~-l;::i,,,o~~'i:~~ '{.0";:'-S:/-4'--, 1Ic- ,},,-;.-t-4~"~~~$~*-" '_"',,- ~ '" } j~ '1 ~("'~"'<;.."'~(, ~, .., t - ~,N _,_ x-_t __ . ReVised 1/1/08 Molly Markarian 1 of 10 Owner Signatures ,- This application form is used -for both the required pre-submittal meeting and subsequent complete application submittal. Owner signatures are required at both stages in the application process. An application without the Owner's original signature will not be accepted. Pre-Submittal The undersigned aCknowledges that the information In this application IS correct and accurate for scheduling of the Pre- Submittal Meeting Owner: Date: f0-/ Signature Print Submittal I represent this application to be complete for submittal to the City. Consistent with the completeness check performed on thiS application at the Pre-Submittal Meeting, I affirm the information Identified by the City as necessary for processing the application IS prOVided herein or the information will not be prOVided If not otherwise contained within the submittal, and the City may begin processing the application With the information as submitted. ThiS statement serves as written notice pursuant to the requirements of ORS 227 178 pertaining to a complete application. Owner: IL~ ~- SignatAur, A / / IV I ' e/L ~/1~11f2<1 Print ---/ Date: 1-- It -og Date Received: APR 1 8 2008 Origfna'& StaumiilitL~,,,",,",,,~.=-,,= ReVised 1/1/08 Molly Markarian 2 of 10 Site Plan Review Submittal Requirements Checklist NOTE: . ALL of the following items MUST be submitted for BOTH Pre-Submittal and Submittal. · If you feel an item on the list below does not apply to your specific application, please state the reason why and attach the explanation to this form. D D D ~ rr @ ~1 ,-jo Application fee - refer to the Development Code Fee Schedule for the appropriate fee calculation formula. A copy of the fee schedule is available at the Development Services Department. Any applicable application, technology, and postage fees are collected at the pre-submittal and submittal stages. Site Plan Review Application form Narrative explaining the purpose of the proposed development, the existing use of the property, and any additional information that may have a bearing in determining the action to be taken. The narrative should also include the proposed number of employees and future expansion plans, if known. Copy of the Deed Copy of a Preliminary Title Report issued within the past 30 days documenting ownership and listing all encumbrances. Copy of the Site Plan Reduced to 8112"x 11", which will be mailed as part of the required neighboring property notification packet. Right-of-Way Approach Permit Application provided where the property has frontage on an Oregon Department of Transportation (ODOT) facility. Three (3) Copies of the Stormwater Management System Study with Completed Storm water Seoping Sheet Attached - The plan, supporting calculations and documentation must be consistent with the Engineering Design Standards and Procedures Manual. , ^ G]k Three (3) Copies of the Traffic Impact Study prepared by a Traffic Engineer in IV II - accordance with SDC 4.2-105 A.4. Traffic Impact Studies (TIS) allow the City to analyze and evaluate the traffic impacts and mitigation of a development on the City's transportation system. In general, a TIS must explain how the traffic from a given development affects the transportation system in terms 'of safety, traffic operations, access and mobility, and immediate and adjoining street systems. A TIS must also address, if needed, City, metro plan and state land use and transportation policies and objectives. D Seven (7) Copies of the following Plan Sets for Pre-Submittal OR Eighteen~)) Copies of the Following Plan Sets for Submittal D All of the following plans must include the scale appropriate to the area involved and sufficient to show detail of the plan and related data, north arrow, and date of preparation. D All plan sets must be folded to 8V2" by 1F and bound by rubberlf?~n~l~eceived: a. Site Assessment of Existing Conditions APR 1 8 2008 D Prepared by an Oregon licensed Landscape Architect or EngiQe.er .. , ungmal Sub.mtt;:::,__ ReVIsed 1/1/08 Molly Markarian 4 of 10 225 Fifth Street Springfield, Oregon 97477 541-726-3759 Phone C )f Springfield Official Receipt Development Services Department Public Works Department RECEIPT #: 2200800000000000488 Date: 04/18/2008 Job/Journal Number DeSCriptIOn DRC2008-00030 CTY SIte Plan ReVIew DRC2008-00030 + 5% Technology Fee DRC2008-00030 Postage Fee Type II - $ 155 Item Total: Payments: Check Number AuthorizatIOn Type of Payment PaId By ReceIved By Batch Number Number How Received Check WASHINGTON MUTUAL tJ 93772 In Person Check WASHINGTON MUTUAL 1] 93773 In Person Cash NICK CHANEY tJ In Person Payment Total: Job/Journal Number DeSCription DRC2008-00030 CTY SIte Plan ReVIew DRC2008-00030 + 5% Technology Fee DRC2008-00030 Postage Fee Type II - $ 155 Item Total: Payments: Check Number AuthorizatIOn Type of Payment Paid By Received By Batch Number Number How Received Check WASHINGTON MUTUAL tJ 93772 In Person Check WASHINGTON MUTUAL tJ 93773 In Person Cash NICK CHANEY tJ In Person Payment Total: Job/Journal Number DeSCriptIOn DRC2008-00030 CTY SIte Plan ReVIew DRC2008-00030 + 5% Technology Fee DRC2008-00030 Postage Fee Type II - $155 Item Total: Payments: Check Number AuthorizatIOn Type of Payment Paid By ReceIVed By Batch Number Number How Received Check WASHINGTON MUTUAL tJ 93772 In Person Check WASHINGTON MUTUAL tJ 93773 In Person Cash NICK CHANEY tJ In Person Payment Total: Date Received: APR 1 8 2008 original submittal cRecemtl Page 1 of I 3:12:54PM Amount Due 8,323,00 416 15 155 00 $8,894.15 Amount Paid $7,85765 $472 50 $564 00 $8,894.15 Amount Due 8,323 00 416 15 155 00 $8,894.15 Amount Paid $7,85765 $472 50 $564 00 $8,894.15 Amount Due 8,323 00 416 15 I 55 00 $8,894.15 Amount PaId $7,85765 $472 50 $564 00 $8,894.15 4/18/2008 MORTIER ENGINEERING, p.e. STRUCTURAL BUILDING DESIGN. FIRE PROTECTION CODE CONSULTANT. PLAN CHECKING CONSTRUCTION INSPECTION 1245 PEARL STREET EUGENE, OREGON 97401 PHONE (541) 484-9080. FAX (541) 484-6859 March 17,2008 Nick Channey 1159 Washmgton St. Eugene, OR 97405 RE: 3626 Olympic St., Springfield, Map 17-02-30 TL 1903, Stormwater Management System Study, WO#18728-TJM As requested, a Stormwater Management System Study has been performed at the above noted address for the proposed addition. The soil at this site is 79 McBee according to "The Soil Survey of Lane County Area, Oregon"; issued Sept. 1987. McBee has a percolation rate of 0 6-2.0 in/hr from the ground surface to 62 inches deep according to the "Survey". A percolation rate of 0.5 inlhr was used for the attached calculatIOns It is proposed that a site specific percolation test be performed once the basin design concept is approved by the City It IS antIcipated that the basin could be downsized with the percolation test results. The winter high water table in this area is estimated to be 6 ft to 10ft based on records from the Oregon Water Resources Department web site. This site IS in a well head protection zone with a travel time of 1-2 years. There are no special site features on this site and it is not in the 100 year flood plain. Approximately 180 cubic yards of excavation is currently proposed for the basin and less than 50 cubic yards of cut/fill on the remainder of the site. It is proposed that the basin be constructed in phases along with the buildings. The basin was designed so that length can be added as each building is installed with minor modifications to the existing basin. The size and amount of excavating shown is for after aU phases are complete. The existing structures are to remain. Thank you for this opportunity to be of service. If you have questIOns regarding this report, please contact me at 484-9080. Sincerely, Date Received: Bradley R. Myers, P .E. TJM/tjm APR 1 8 2008 Original Submittal 1/t .I 02/29/2008 12:50 FAX 541 736 '~21 CITY OF~SPRINGFIELD PW I4l 002 PUBLIC WORKS .I.!.c.rARTMENT I Engineering Division Fax: (541) 736-1021 , STORMW ATER MANAGE~NT SYSTEM SCOPE OF WORK --. - (Ard below t/Ii.J lbt.e.fiJld DW b.1 Appl.,) - . fPl-e n:1IIm fO Matt StaTJ.dtt @ ~ tJ/Sprtngfle14 Public WorM ElIgineering; Fax' "136-1021, Ph~Re #f. 736-1035.) Project NllIIle: .ctiAM'" E ~M Applicant::t1rJyl'T "'d.AJ\ T 11 ~ Assessors Parcel #: . .l1::.O 1... - SO T U9 0-3 Date: :btb1J lag LandUse(s): t+X' Qft:AVY 1~IOIlSTR.IAl\ _Phone#: .J:!.lf-~5'Z'6 Projeettiize(ACres): 1J.tl'+ Fu#: JtD:..*-~~51.. , ~g~~~g~~~~~~;~-B~~5?-./\~,,!, y,,;. ".,,~j~~'~~~ l"J...,~~I.~,~~1i:~;..~1}~~~~~1.~~~_ "",.' Project Description (Include a Copy of Assessor's map): . AO~ 3 fJUIWJI~bS To EXI.6Tlk/t. Lnr F()A,. ~ T~IAL. DF If- eu(~ING?S' I Drainage Proposal (public connectinn(~)> disoharge location(a), etc. Attach additional. shee1(s) if !eaeQQ.I)': tkJ&rlru- 'fe~e.iATen :ctJt:l~ "iRAi (dtJ BitS-IN ~ .4C(~Pi 5TORMWAi1:f( FP,JWl NEW 8U/LDWc.. A-tJO ~t;~v A/JO ~XfST!~a" PAVS-AIlt'l{t . :z: MAY fCAOf{JSE A DF,'( WEl..L FOR. 5~ME' rJ/J..'IJ)f}.J~ RaJ{- /tJF W,f""-EA CJ\/!;;(U=.UIJJ PI/OF ~fM}/I QM5/f<J 1'0 OLVMP/~ ,s,At:t:;: I. _ Proposed Stonnwatel' Best Management Practices; VEG~ArfD aA.Sl~J. - fAretl hdsw this line fU/d ".Jir..JnL the Citv and Retvme.d fq the ADl1..1IMml- V1t Q.1Tli"ll1lu~ QIl boxu t;heclced by the Cit)I on thefront tIIld bQck afthis shut jhaJl hQ suhr,4lled ,In,. r.m uppfic(l(i"" 1'1 Oft (!bmp~dJtf fOl" 4Nbmitial, aIIh.!n1gh dtIur ~lel1l3lMJ' bs 'Je~u.n ,.y.) Drainage Stndv TvDa fEDSPM!.t. _1"", n 4.(12): (Note. VH msv be snbstituted for R!ttiolJa.~odl. III Small Site Study - (use Rational Metbod for ealc11lat:l~). 1 o Mid..Level Devel''''Fsnt Study - (use Unit Hydrograph MethOd for-caJcu.ladcms) ; o Full Drainage Development smdy - (use Unit Hydrograpb Method for calculations) :Environmental Considerations: I iii Wellhead Zone: ~-n... J:r~...l ~ II Hillside De\telopment: AJl A III WetlandlRiparian: ~ . FloodwaylFloodplain: ....b.J;\ II Soil Type! ...,~. M:%u.. <>\\~{~ ~_ ,II Other Jurisdictions: _ N l,A Dmynstream 4Jamis: . , . N/A o Flow line for starting water surface elevation: o Design HGL to use for starting water surface elevation: o Manhole/Junction to take analysis to: Return to M~tt~!buder (iil Citv of Sprimdi~~d, email: msto~~~~tl~.DS. FAX: (541) 73t;..1021 APR 1 8 2008 Revised 1/1/0#3 Molly Markarian Original Submittal 9 of 10 .r 02/29/2008 12:50 FAX 541 736 .~21 CITY OF~SPRINGFIELD PW ~003 COMPLETE STUDY ITEMS l:'orOtrtQ1a.lU~~t5~ '" Based 7Ipon thB lrrlormalion pr(JIJilfiJ on thefront qfthh shut. the fo11t1Wlrrg represenlr Il m;...;.....nn afwMt is needed/or atl application to be completl2.for mbmittal with rcspc~ to Jr~l/fU'tV1!N4r. thU liat showJ nut bflllSed in liau olthe Sprt1tgflelti Dl1Velopmlnt CtJdB (SIX) (>>' t/18 City'3 &g/n,ering lJe.lfign Manual. Compliance with rhe9t requirements doe8 1201 connitufe site apprl7VaJ; Additional~;Je specific irif'onnation may be. required. Not6: Upon scoping ~heet submittal, ensllT6 comp/.etedf01'l1l hag beJm "gned 111 ths 8pile, provided f)etaw: Interim Design StaGdardsIWater Quality (EDSPM Chapter 3) , ~~~ , . 0 All non.-bu.iIding rooftop (N9,R) impervious surfaces shall be pre-treated (e.g. multi-cllllmbered catchbasin w/oil filtration media) for StormWllte1" quaJjty. A.dditionally, a nrlnimum of 50% of tho NBR impcrvioU$ ~c :lhlln be; tre8ted by vesetated methods. 1 ' 11 0 Where required, vegetative stormwater desJgn sl1a11 be consistent with :..~.... :... design ~dards (EDSPM SeWon 3.02). set fo1'I:h byth.e. 8ureau l?fEn'YLv.........ental Services (BES) or Clean Water Services (CWS). .. 0 For new NBR iIDpervioU$ atea less than 15,000 square feet. a silnplitiEld design approach may be followed as specified Lw me BES for v~aetm:ive 'b.'ealm.ent. : II 0 If a'...... 'I...:er treattnent swgJI'J is proposed, suDmlt oaleulatioI15lspeciflca!ions for aizing, velocity, flow, side slopes, bottom. slope, and Sl!led mix consistent with either '!3ES (If CWS requirements. 11 0 Water Quality caleulations as roquired in Section 3.03.1 of the EDSPM . 0 All building rooftop mOtmted equipment, or other thud containing equipment locattd outside ofthc building, sball be provided with. 5et:OrDdary oont3.inment of weo.t&er reilistam cneloSlll'C. General Staely RequireDlel\ts (EDSPM Section 4.03) , . II 0 Dr'lIJDase study prepared by It. ProfClllaiQftlll Civil EngingQl' licensed in the stil.tc ofOrcgQl.l. o I A complete drain. study, as required it1 BOSPM Se~orI 4.03.1, inclUdiDs a hydrological study:map. ill J CalcuJariQJ1S showing system capacity for a 2-year ,)~'.LLI evon~ EIIld overilow effects of a 25..ysat stonn event. o ~ Tbe time otconcen1:radon ere) shall be d~rrnilled using a 10 minute statttime for,developed basins. Revie;v of Dowustream Syswm (!DSPM: Sec:tion 4.03.4.C) o II A downstreaJn drainage analysis as M&cribed in BPSPM Section. 4.03.4.C. On-site drainage shall be goverIlf:d by the Oregon Plumbing Specialty Code (OPSe)- , o 111 BI&Yiltions oftbQ HGL al)d flow lines for bolll oily au&! privlltc: ll)llltcmS where appllcable. :b Design ofStonl'l Systems (EDSPM Sec:tioll4.04)- - .. ~~~ ~t>~~ f~~~ II 0 Flow ~ slopcs, rim ~lcvlll:i.otta, pipe typQ ;md :lizcs olearly lndlCiUW un th", p~ set. ~~......~ . o ,11 Mil. :.,,,...,u. pipe QOver shall be 18 inche5 for reinfor~ pipe and 36 inches for plain concrete and plastic pipe materials, , or proper "'''6:''eeriDg calculations shall be provided when less. The COVG:1" shall be sufficient to sut'port an 80.000 ~ load without fili1ure of the pipe structure. D ~ M$o,...~lS llnl' values for pipes shAll be consistentwitb Table 4.1 oftb.e EDSP. All...uo_ pipes shOlll be designed to . achio'VO I. minimum veJ~iL'y uC lhRc (3) .ftet per second. at O.S p~ fllJl based on Table 4--1 as well. OtherlMi9c III 0 Exi.3tin3 md propo.cJ Qontours, locaI.eU ~\ U,l1= fuul inLwv2tl.- Trn:lude Gpot elevatllJDS and site grac!~ ~bowing now site dnJjns . 0 Private stOI'JI1water easements shall be clearly depicted on plans when f1rivatt storrnwater Bows from one p'WJ'''' r,y to m~~ ' ' I8l 0 Drywells shall not receive runoff from aIlY!lUI'fllce w/o being treated by one or more BMPI9t with the exception of residelltia1 bu:i1diog roofs (nDSP ~ion !.OS.4.A). AUcJiliOlUil pruvi:>ions apply tQ this 8$ requlre4 by the I1BQ. Retei' to the websia: www.4siJ.state.oL!!s/wallmJgndwaluichome.hcm.for more infonnation. . o II Dotention ponds shall be ~signed to limit runoff to pre-development rates f'Of the:2 through 25-year storm cvents I/! *ThiS form shnll be lnclM.ded as em dachment; ("-Vide the./r6"t cover. of tII, ~tol'lttWaUr fibldy L . '" 1MPollT1NT: ENGfNEER PLEASE READ !lELOW AND SIGN! ' I ' As the enF;ineer ofrecord. I hereby (:~ the above required ttemj:l m'e COR1J11eTl!: Ann inc.l1fd~.t,4 wffh thE'submitte.d stormwater study atld plan set. .Signature: {> dA-"/1. /l b;A ...-- -...... ,......,...,u / ~, nDate; . 7.11-q LfJ !lJ(lLe.u"eCelve5. ' APR 1 8 2008 ~vised 1/1/08 Melly Mar1<aHsn 10 Of 10 Original Submittal .! CLIENT r" t' A ~ l' '. . 1 Z 'i 1\1. ,( CALCULATIONS SHEET NO OF "-"'1'"' 1\ /1 I ~ I"', DATE /} /'l <;;; li}uV J-.,} -..0 I ... I) CALCULATED BY STRUCTURAL BUILDING DESIGN. FIRE PROTECTION CODE CONSULTANT. PLAN CHECKING CONSTRUCTION INSPECTION CHECKED BY I 0' .., fl, ('I' WO# '() f ",7) DATE MAiM P :tL F f..Of/1 f;WtMf::'NT IOA\jt:.1\!1'1-_II\/I-/, ft- ~/J'-li('::-N- i- l"t.!C;_P~" ;::U'.L'2f).iiJ.']. I \",.."- 'f vV" 0.......,<<\ 1...'vJt...,l eUa.(/IH& Ai 77'1-011-'"- - l..S'3() ft'l. ~ 5160 f~_'-k_ At = 1<6 7-10 f-f 'J. r.fj- (""" tj -(",-.......(,";,/'/'1 )}, /iJ::J,/j^' '1/1t j",<rV\\- 6 70 f.- I..l\. .. '~-...L.-<~T- ,-{It"! ;-.... -'Oi/\ Ill'" FiJ \. I ,(; I'Ll';;;" i /';( ,.:-..,,,,$)- Ie,..> FULL FLOW IN A PIPE Pipe Size Radius - r Wet Area - A Wet Penm - P Hydr Rad - R Roughness - e Relat Roughness Fnctlon Factor - f Slope - S Gravit Const - 9 Velocity - V Reynolds No - Re Flow Rate - Q 8 In o 333333333 ft o 349 ft 2 094 ft 0167 1 OE-02 ft 1 5E-02 See Moody DIagram to Determm f o 036 Assuming Completely Turbulent Flow 6 00E-03 tuft 32_2 tus2 2 675 tus 1 49E+05 Venfy from Moody Diagram, Is thiS Turbulent Flow? 0934 cf/s >.s:~ ,', ~1 tin.. /:-: ". / " ,.. ViSCOSity taken as 1 2x 10-5 for water at 600F T~\K,I!J6 PA1lEME}JT O~J~-Y G.. ::-IJ.T;':,(,f),70ds)-;:O.Sf cfs ",.,....-11 i AU, /- .-: ~,"1li:; /fJ '[iff't..- ,:.\'7"" II f'/r;T C1,f,lOe (J . I v ;... ,1"\',,>1..- r '.' n 0. r , ~ ',I 1"16 I" '--' I,.,{I r c.. FifE FOi\ C81 OI\JL.Y A~ l'bt3LJft'Z- -1..0lfO-ft}--;: JlSCj{) ft'L ~ dC~;d j(a'70cf's)~ o.tfJ G-fs Date Received: APR 1 8 2008 Original SllbnH1D\ __ ___ _,__...._ .I 1245 PEARL ST. · EUGENE. OREGON 97401 TEL: (541) 4R4-~nRn /':'~l~-~r/"',>, i ~ v,;;L~" I . ", ./-~ .J-:~T--;!;~ -'1"\~ , , \ ILl. ::r, 1 ; i ~ \~~~ZyjfrJ~~/ CLIENT rHIlM ? SHEET NO OF CALCULATIONS CALCULATED BY TJ'M 'J/r1x" /,jrl'" /- ~"u tu b DATE STRUCTURAL BUILDING DESIGN. FIRE PROTECTION CODE CONSULTANT. PLAN CHECKING CONSTRUCTION INSPECTION CHECKED BY 1~~"'.r.'O' WO# ." Il.,f) DATE 5i()RM WATEK CALClH-ATIOr,LS 2- Y f\ STOf\:. ~/I C;"LJAq JJfE,~ 'F~6M GiCrrEfl5. Mt\X!fvl:JM AA.EA TO O~JC:: PIPE F{\aM f3U1L.J)!~Jb {i.,O(1F ::; O,7S(2\S5S0f1L)-= jQ3Sft'Z- = A- AT 5 MIN, DUJ\ATION) 'I::.L"b:f1/h ~ ~-C.rf\ = 0,07 cf/.s TRY ~(( fifE @ lilt: '''1FT SLOPf:. FULL FLOW IN A PIPE Pipe Size RadIus - r Wet Area - A Wet Penm - P Hydr Rad - R Roughness - e ReJat Roughness Friction Factor - f Slope - S Gravlt Const - g Velocity - V Reynolds No - Re Flow Rate - Q 4rn o 166666667 ft o 087 ft 1 047 ft 0083 1 OE-02 ft 3 OE-02 See Moody Diagram to Determrn f o 058 Assuming Completely Turbulent Flow 6 00E-03 ftlft 32 2 ftls2 1 490 ftls 4 14E+04 Verify from Moody Diagram, Is this Turbulent Flow? 0130 cf/s VISCOSity taken as 1 2x 10-5 for water at 600 F Date Received: APR 1 8 2008 Original Submittal . 1245 PEARL ST_ · EUGENE. OREGON 97401 TEL' (541) 4R4-~ORO .. /\S.:KI"{)'", l~.. .,,", -../;"., l '\:,i" ::r'l In ' '~', \ _I t~>':\ ;jJ "61 .~<e?i:Y![~l~~/' CLIENT CH A J~J' . yl CALCULATIONS SHEET NO -r'- A /I CALCULATED BY J ,,} IV I OF DATE 2/ '1 'f) /(I~ STRUCTURAL BUILDING DESIGN. FIRE PROTECTION CODE CONSULTANT. 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'IN lt1..f-i '1/ Date Received: APR 1 8 2008 Original SubmiUaL__- --- ---- 0' 1245 PEARL ST · EUGENE OREGON 97401 TEL: (541) 484-9080 MIKE CHANEY POBOX 81 VIDA, OR 97488 Our No Date: Charge CT-0254610 MARCH 28, 2008 $200 00 As requested, Cascade T1tle Co has searched our tract 1nd1ces as to the follow1ng descr1bed real property A T T A C H ED) and as of MARCH 21, 2008, at 8.00 A M we f1nd the follow1ng Vestee A presumptlve ~ lnterest ln The Helrs and DeV1sees of MICHALDA Z CHANEY, deceased, and a presumptlve ~ 1nterest 1n MICHAEL A CHANEY, as tenants In common Sa1d property 1S subJect to the followlng on record matters 1 Easement, lncludlng the terms and provlslons thereof, granted Mountaln States Power Company, by 1nstrument recorded March 8, 1929, In Book 161, Page 238, Lane County Oregon Deed Records 2 Easement, 1nclud1ng the terms and prov1s1ons thereof," granted Mounta1n States Power Company, by lnstrumentrecorded March 8, 1929, In Book 162, Page 215, Lane County Oregcn Deed Records .I> 3 Restr1ctlon of Access 1n deed from State of Oregon, State H1ghway Commlss1on, recorded February 21, 1962, Recept10n No 60183, ana to the State of Oregon, State H1ghway Comm1sslon, recorded December 21, 1961, Receptlon No. 53994, Lane County Oregon Deed Records 4 Water Ilne easement, 1ncludlng the terms and prOV1S1ons thereof, granted the Clty of Sprlngfleld, by lnstrument recorded August 4, 1975, Receptlon No 7532302, Lane County Off1clal Records cont1nued- MAIN OFFICE * 811 WILLAMETTE ST. * EUGENE, OREGON 97401 * PH: (541) 687-2233 FLORENCE * 1901 HWY 101 - S. 2 * FLORENCE, OREGON 97439 * PH: (541) 997-8417 EUGENE FAX: 485-0307 * E-MAIL: lnfo@cascadetit1e.com * FLORENCE FAX: 997-8246 5 Improvement Agreement, 1nclud1ng the terms and prov1s1ons thereof, between Raymond Wolf and Herman Thatcher and the City of Spr1ngf1eld, recorded December 14, 1975, Recept10n No 7553215, Lane County Off1c1al Records. 6 A search of the records does not d1sclose a probate 1n Lane County of the Estate of M1chalda Z Chaney, deceased, grantee 1n deed recorded October 22, 1992, Recept10n No 9259777, Lane County Off1c1al Records Cla1ms, 1nclud1ng taxes, aga1nst the estate and rights of heirs or dev1sees are hereby excepted 7 We must be prov1ded an Aff1dav1t of He1rsh1p for M1chalda Z Chaney, deceased 8 Right, title and lnterest of M1chael A Chaney and N1cholas A Chaney, grantees, by reason of deeds, recorded December 26, 2007, Recept10n Nos 2007-084440 and 2007- 084441, Lane County Deeds and Records NOTE Taxes, Account No 0113843, Assessorrs Map No 17 02 30, #1903, Code 19-00, 2007-2008, 1n the amount of'$2,026 43, PAID IN FULL Th1S report 1S to be ut1l1ze9 for 1nformat1on only Th1s_~eport 1S not to be used as a basis for transferring, encumber1ng or foreclos1ng the real property descr1bed The llab1lity of Cascade Title Co. 1S lim1ted to the addressee and shall not exceed the prem1um pa1d hereunder. CASCADE TITLE CO , by (~ CJ4- I sm/T1tle Off1cer COLLEEN LEAHY Date Received: cc TOM POAGE ENGINEERING & SURVEYING INC ATTN CHRIS 990 OBIE STREET EUGENE, OR 97402 t\PR 1 8 2008 Original submittal " "" 1~ ,,~4 _ ,_" PROPERTY DESCRIPTION ." " , A parcel of land In the Southeast one-quarter of Sectlon 30, Townshlp 17 South, Range 2 West, Willamette Merldlan, being a portion of that property descrlbed In that deed recorded Aprll 15, 1974, Reception No. 7414814, Lane County Officlal Records, sald parcel belng descrlbed as follows. Beginnlng at a pOlnt which bears North 88' 26' West 872 01 feet and North l' 34' East 40 00 feet from the North-Northeast corner of the Pressley Comegys Donation Land Clalm No 80, Townshlp 17 South, Range 2 West, Wlllamette Merldlan, sald pOlnt belng In the Northerly rlght of way llne of Olymplc Street, and belng also the Southeast corner of that tract of land descrlbed In deed to Land Management Servlces, Inc , recorded January 18, 1984, Receptlon No 8402030, Lane County Offlclal Records, thence,North l' 341 East along the East llne of sald Land Management Servlces, Inc , tract 259 09 feet to a pOlnt on the Southerly rlght of way llne of the Eugene-Sprlngfleld Hlghway, thence followlng sald hlghway rlght of way llne the followlng three courses and dlstances South 62' 06' 57" East 83 49 feet, South 45' 151 261 East 172 41 feet and South 15' 12' 14" West a07 13 feet to a pOlnt on the Northerly rlght of way llne of Olymplc Street, thence North 88' 26' West along the North llne of sald street 175 31 feet to the pOlnt of beglnnlng, In Lane County, Oregon Date Received: APR 1 8 2008 Original Submittal / J 4/,' / ?rD~~~ UJof Nl-+. tPt1'\ ~, .. "? v After recording, return to: ROBERT A. SMEJKAL, P C. 696 Country Club Road Eugene, OR 97401 ~ DivisIon of Chief Deputy Clerk Lane County Deeds and Records rol. , - I III ro 00965487200700844410~2002i RPR-DEED Cnl=l Sln:1 cAJ3{~~/~~07 03:29: 15 PM $10.00 $11.00 $10.00 2001.0~~~~~ $31 ,00 Until a change is requested, send tax statements to: No Change BARGAIN AND SALE DEED MICHAEL A. CHANEY, Grantor, conveys to MICHAEL A. CHANEY and NICHOLAS A. CHANEY, Grantees, as tenants in common, but with the right of survivorship, that certain real property located in Lane County, Oregon, and more particularly described as follows: "A parcel of land in the Southeast one-quarter of Section 30, Township 17 South, Range 2 West, Willamette Meridian, being a portion of that property described in that deed recorded April 15, 1974, Reception No. 7414814, Lane County Oregon Records, said parcel being described as follows: Beginning at a point which bears North 880 26' West 872.01 feet and North 10 34' East 40.00 feet from the North-Northeast corner of the Pressley Comegys Donation Land Claim No. 59, Township 17 South, Range 2 West, Wlllamette Meridian, said point being in the Northerly right of way line of Olympic Street, and being also the Southeast corner of that tract of land described in deed to Land Management Services, Inc., recorded January 18, 1984, Reception No. 8402030, Lane County Oregon Records; thence North 10 34' East along the East line of said Land Management Services, Inc., tract 259.09 feet to a point on the Southerly right of way line of the Eugene-Springfield highway; thence following said highway right of way line the following three courses and distances: South 620 06' 57" East 83.49 feet, South 450 15' 26" East 172.41 feet and South 150 12' 14" West 107.13 feet to a point on the Northerly right of way lme of Olympic Street, thence North 880 26' West along the North line of said Street 175.31 feet to the point of beginning in Lane County, Oregon." The true consideration for this conveyance is other than money. BEFORE SIGNING OR ACCEPTING THIS INSTRUMENT, THE PERSON TRANSFERRING FEE TITLE SHOULD INQUIRE ABOUT THE PERSON'S RIGHTS, IF ANY, UNDER ORS 197.352. THIS INSTRUMENT DOES NOT ALLOW USE OF THE PROPERTY DESCRIBED IN THIS INSTRUMENT IN VIOLATION OF APPLICABLE LAND USE LAWS AND REGULATIONS. BEFORE SIGNING OR ACCEPTING THIS INSTRUMENT, THE PERSON ACQUIRING FEE TITLE TO THE PROPERTY SHOULD CHECK WITH THE APPROPRIATE CITY OR COUNTY PLANNING DEPARTMENT TO VERIFY APPROVED USES, TO Date Received: BARGAIN AND SALE DEED - Page 1 APR 1 8 2008 Original Submittal , DETERMINE ANY LIMITS ON LAWSUITS AGAINST FARMING OR FOREST PRACTICES AS DEFINED IN ORS 30.930, AND TO INQUIRE ABOUT THE RIGHTS OF NEIGHBORING PROPERTY OWNERS, IF ANY, UNDER ORS 197.352. DATED thiszt2Atay of December, 2007. 1nAc:~ STATE OF OREGON, County of Lane ) SS. , ThIS instrument was acknowledged before me on the~ay of December, 2007, by MICHAEL A. CHANEY. }~~-~"'" ~""'._'. . OFFICiACSEAL - - - 'J' )~, ANNETTE KAYSER . ~ 7. NOTARY PUBUC. OREGON . I COMMISSION NO 414086 I L~ ~MMISSI~N. ~P!l~S~~~~~~: ~~~~.) l~~GON .... Date Received: APR 1 8 2008 BARGAIN AND SALE DEED - Page 2 Original Submit:c~L~.___...___ ~ 16 llIItIM .' "..' UCHTING IS LtlCATtll ON CONT~ lMS OIIITTED ON IlUUlING - so: MCNltCl\$l ....~.~.. '!II........ SIlt PUIH _ SEE ~ OIICS ..... ~. CI.2 . soo.s MESTlCA1ION IE~ S\'STDI . El.E C11IIClll../UGH S\'STDI . ~ PUIH ~r :w"~ r $1r 1/. SEe. 30 T I __.. _ NO. 1750 R 2...... .' .., '.. ..D. ~ ~3O n. '11IO.l . OREGllIt 1 .....,. IlUUlING J".~ !:; l1ICf,- TO (E) ~R ...~ , M..... =7";: 'I ~A ,~ _ RACK .~ .~,~~~ ~- ~-- _ ~ ~ "'~"'"-' -" /'__ _-::t-"- --" ._"' """'.. 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I:> I .. / ~-:n:o ! 2,-J ~ ....ow>--L ~ ~ % ~~~ ~ ~ ge[n M]DC CI I SITE PUIH C1.2 SIlt ASSES5IrIENT c,,,, OF 1.3 UTlJTY'olPi:AN ''''W ~ CI.. GllAllING LI I ~ IWIrHG PUIH LI.2 UONtISCM'RG ~ ~ MEA: rooJ/!Q;~' -: ~I"~. .........1 I:> I !! ! ~[ 11'-0" l' 8'-0" ffi ACCESSIBlE .. ~ "IS PARKIIIG DETAL ~TTENTlON' CALl. 1-IlOO 8EF'ORE 'IOu -332-2". ot8 (lOR IIlI2 00 DIG. ." HOuRS ME"" - 1-0011) n.RU l.1li REOIMES COI1ER~~~-ool-- ~OII ~~'tt. ~ .. ~ 3.ollllq It lUllIIq It 1131q It II,."'" It U7liIq" ~ lI.II7li1Q ,: ~ IlI.ll...." CS ,,;,I ). .....1RA1ION _ ~E SHEET L1.I~ APR 1 8 2008 :n Original Submittal ~ I:> ~ CUl8.~lI~~L ~. "~ ,-' .- > ~.,. _ ~ ....MEs_ '<t v t --- -- _ RACK~ 2'-0".2'-0",2'-0" "-t--:-' 1 1 1 \.' "- lj>p. \" ...j: . ~ (2"" ~...... C"lY. IIUI STEE\. .1. ~_AS .".v . ,.rr"""'i" .' ~l: '" RACK llE"'-- A' STl.. P ~T TO .... ,.,..lE ./ ROO ':'-1$ 011 - a'\";'" -- SEI EPOllY ~ N.I.iJTYI~ ~.~ >0,- C8IEB I'tPItoIlt. PUIH ... SaIcr Aee_ THE NRCEI. IHCH IS HOT IS ZONED HEAVY - sw.IECT 10 ~ LOT St . ~ RACK ~ 1.1 JS I; ~ ti~ ~~ ~i 4D oJ C'I . ~ :s ~ '6..~~ ~ Eqiowc 12-31-C1t1 _ 04I11~ ~-~ EWr~ ........ ........~..... ~.. 01 . M.t. oW&. _.","'P~ III Ill: II!lUJCJII ME ~.,., _ _ 1HE ...;;::- IICIII'IIJI: ,"'" -..... " _ ... ~.'. '. P.c. -- =r-=-.-'.r: DUE" MIUiml FU: _ III". _ ....Ji&' O<<'D ... .... fOotIULN'...", llIUl 18728-BRM ell 1 OF 6 ()eJcr . fh~ ~arratiVe: r:*- prvP()~ \ Property Address: 3626 Olympic Street, Springfield, OR 97478 Zoning: Heavy Industrial (HI) Proposed development consists of a 3-phase warehouse development with all three phases being completed in a 2-year time span. The first phase will consist of using the existing warehouse as a common wall and extending the new warehouse off the existing warehouse. Current use of the property is a warehouse/storage facility. Number of employees to occupy proposed warehouse spaces is undetermined; warehouse operations will meet the requirements of the designated zoning. ~~ pRl 9 Ztr05 Date Received: APR 1 8 2008 Original Submittal LII i OF SPRINGFIELD VI(;l1\tII i MAP DRC2008-00030 3626 Olympic Street ~R G-8-1= "H- 'C{J JC '~ ~ Date Received: APR J 8 2008 Original Submittal. SITE Map 17-02-30-00 Tax Lot 1903 North ...