Laserfiche WebLink
^ I Bonestroo <br />Rosene <br />AnderllkA <br />|\^| Associates <br />Engineers & Architects <br />0^3 C <br />W Ecser# • <br />• CH3h C AASf-e. p£ <br />va%A L V:-Me <br />c'c/*A * coc^ <br />T>e^#i r Sffyji P.f <br />C. PS. <br />Sk,iaa M £c ^"A C M <br />•S#'^or <br />A Ll".*;*- <br />^ CC*93A PS <br />E 9* <br />W PS <br />»<hhC 0 Ucustf P£ <br />4:0#^ C tuistt. A ijA <br />•^ry A louixy^ i>E <br />M4'» a Miner. F£. <br />r E^wirrinr. <br />< P^ PS <br />9 Pj'zriZr A.IA. <br />Oft-e^ C Su-;i*u. PS <br />Thfl.^41 t Af>c^i PS <br />iv-tr VjrrrfT 9f <br />a <br />? fJU. ^4. <br />J 96 <br />/S-^fJ V A fc » <br />Thcmn 'ji/ <br />M<rj^ C ^5 <br />f ViEre. Pg <br />;r-> 0 At-jicr. Pf <br />^Crf.rKn P Arcne/\ Pf <br />V4*1t t fspj. P£ <br />V p ^ A. PS <br />di/y 'Jtj P/cf*A pg <br />J, Cj;#Ptn PS <br />A*ih •» <br />J Cpj^ PS <br />Q Afjrsi >1 <br />V6.fl i P# <br />t P^A^ c t •» <br /><4Th L. PI <br />Cery 3 CTfx/a •! <br />f TtOG PCtt«». PI <br />«p<r E PS <br />Ocjgu J linr.l Pf <br />Sf\Pwn 3 Guiu\Vl Pf. <br />Cff»9 Pf <br />Crj'Pi A. C*icuc'^ <br />Lpc M PAwuy <br />*-•*-<40 M. Owi <br />9 tr^MX <br />May 7, 1993 <br />Ms. Jeanne A. Mabusth <br />Building and Zoning Administrator <br />City of Orono <br />Post Office Box 66 <br />Crystal Bay, Minnesota 55323 <br />Re; Wirtjes Lot Division <br />File No. 139“1821 <br />Dear Jeanne, <br />We have raviewed 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 uti' '.ty «?asements 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 <br />along the south line of Lot 2. <br />The existing driveway should bo relocated within Outlet A, as it Is <br />proposed to function as a common access for both lots. The extension <br />of the driveway to serve Lot 2 will require a culvert crossing at the <br />existing drainage ditch. Tho size of the culvert should be designed by <br />an engineer based on tho 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, ANDERLIK & ASSOCIATES, INC. <br />Shawn D. Gustafson, P.E.