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3 <br />I <br />Jj <br />i <br />I <br />V <br />1 <br />i/ J Bonestroo <br />gpfl Rosene <br />Anderllk& <br />|\J| Associates <br />Engineers & Architect* <br />Oro 6 fcr%cj:-0Q, f« <br />fcSfT X' »c*ere •!• <br />C P£ <br />1 Scrvie <br />i <br />C t- I C jck pi <br />c \ey:i f f <br />»CCM C. SC»urxr* PS <br />Si.un V c M <br />•V" if C j'-Sw re-! <br />IlW.T A PI <br />ffctfl St t »£ <br />vv PI <br />S 0 Lcusti <br />ACMfT C ^L1S#< A 1^ <br />->fy A I9UCOA Pf <br />Mi’t A ^iriar. P£ <br />Uc*‘^e< r I^Tinn. P» <br />^<5 < Pe j P£ <br /># A-rr!^.* A A <br />Oe-#o r ff <br />T-C-^l £ A a ;;^ PB <br />’■irnt Vj/rrer Pf <br />? flu ®£. <br />••» >3 J Py*** <br />A;-*! V «-; A C ? <br />Trc-rii W. P£ <br />Mcraft C Pt <br />.a-ei f Vi PB <br />.'r^ 3 Ar-aicT' ?f <br /><Cerrem P Argf»i3n, p» <br />Va.-ii i frt-i P£ <br />Vi •. A. Sei •£ <br />3i.> a- Vor^n. 9£ <br />Car.^ j tc;fr?cn Pf <br />Atan »<n ef. <br />J Cai,.T'*. <br />Mi l D '^i I P£ <br />V fi t PS <br />I ;V. •£ <br /><a*n t ’JV fre^.. #f <br />Ca> O •C'fttj'a Pf <br />^ ’^a ^2iisr <br />Keen 4 Vasa Pi <br />OCi9*J! J lenr-l Pf <br />S^jAf* c. GwJU*Vi.l pf <br />C*r -oC^vf »£ <br />Crarei a . £»ici*cn <br />LfC M Piwruy <br />M c-ior <br />Jj'^i ? t^9#Aa/ef <br />May 7, 1993 <br />Ms. Jeanne A. Mabusth <br />Building and Zoning Administrator City of Orono <br />Post Office Box 66 <br />Crystal Bay, Minnesota 55323 <br />Re: Wirtjes Lot Division <br />Pile No. 139~1821 <br />Osar Jeanne, <br />We have reviewed the proposed property division for Steve Wirtjes in <br />the Northwest Quarter of section 4, located on the south side of <br />Watertown 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 <br />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 />oC the driveway to serve Lot 2 will require a culvert crossing at the <br />•xiPting 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 />Please contact me at this office if you have any questions. <br />Yours very truly, <br />BONESTROO, ROSENE, ANDERT IK & ASSOCIATES, INC. <br />Shawn D. Gustafson, P.E. <br />- <br />I