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3 <br />-i <br />3? <br />Rosene <br />AnderllkA <br />|\| Associates <br />Engineers A Architects <br />Oro G Pi <br />feDf'T W tCMPf • <br />JCitdn c An-f. < p» <br />V|/v,n SCMe <br />i Tu'n*.', Pi <br />c t%-> i Cock, pi <br />E Neyti f f <br />S. 5t*‘urc'-l ?f, <br />Si^UA M {DtmA. C <br />•2#njo^ CoAiwimc <br />n;v^'3 a <br />JCf T ^ C-C's;p. »r <br />w F=i«* <br />C) icccfi <br />fcr-eA C tuiwe. A <br />•rry A louoon, Pf <br />Mja a .'<inior. PE. <br />Vic»‘j?* T Ejcftn'inh. Pf <br />’Setf « Pf <br />7’p;-aiP P^se»!cr. A iA <br />Oo**#«o C Ai.'jj'ci P! <br />Tncmtt I. An^^i pp <br />VjT'^Pt Pf <br />H <br />P P£. <br />Fr ’3 J Py'*? ^5 <br />A;^fl V «r; A /C # <br />;t/. >:•'!;«, p£ <br />McrtwC '^r*c^. P£ <br />.*a-#i f Vianc Pi <br />»rry o Pr-jic*' P?. <br />Kr-pfci P Ar-f.j*«^ »r <br />Va.1[ t EcP|. P£. <br />V*'H A. 5ea P£ <br />3J/V VU .Mor PA Pf <br />Carp* i £^;prcA p£ <br />PCK icr.*-«. Pf. <br />J Pf <br />O Warj. Pf <br />V fs ft .E^'ier. Pf <br />: P^^'PQ’4,^ V. <br />CiTn L. ’A't.^en. P5 <br />Cp7 C fi <br />r Sea A5«ff. F| <br />iCPth E PE <br />JI J Itv.L PS <br />SM<^ a GuKa'san PI. <br />C#c*c Oatp* pf <br />Crirfi A. E^njcn <br />Leo V Pawt«icy <br />^*anan M, Coon <br />;a»ne» F Srg«ihj/t9c <br />May 7, 1993 <br />Ms. Jeanne A. Natousth <br />Building and Zoning AdministratorCity of Orono <br />Poet office Box 66 <br />Crystal Bay, Minneaota S5323 <br />Re: Wirtjea Lot Division <br />File No. 139-1821 <br />Dear Jeanne, <br />Me ^pve reviewed the proposed property division for Steve Wirtjes in <br />the Northwest Quarter of section 4, located on the south side of <br />Hate^own Road, The division is acceptable from an engineering <br />standpoint. Drainage and utility easements should be provided 10 feet <br />wide along the right-of-way for Watertown Road, 5 feet wide along the easterly and westerly property lines for each lot, and 5 feet wide along the south line of Lot 2. <br />The existing driveway should be relocated within outlet A, as it is <br />proposed to function as a common access for both lots. The extension <br /><iJ^iveway to serve Lot 2 will require a culvert crossing at the <br />existing drainage ditch. The size of the culvert should be designed by <br />an engineer based on the tributary area, so that the upstream storage is not increased. <br />Rlaase contact me at this office if you have any questions, <br />fours very truly, <br />BONESTROO, ROSENE, ANDERLIK & ASSOCIATES, INC. <br />Shawn D. Gustafson, P.E. <br />I