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— ^^3 T LI E <br />- -----------------------------—i_—I <br />1 S'. : S'. Si B O N E S' T R O O S S Cl C; 1 A T E Si F' . Ci S <br />l| I Bonestroo <br />Rosene <br />^5 Anderlik & <br />^\J| Associates <br />Engineers « Architects <br />August 17, 1993 <br />Ms. Jeanne A. Mabusth, <br />Building and Zcnicg Administrator <br />City of Orono <br />Post Offico Box 66 <br />Crystal Bay, Minnesota 55323 <br />Re: City of Orono Plat <br />File No. 139-1780 <br />CjTM I . • *1 <br />V **► <br />I »‘t <br />Ifm I K*4nc< i I <br />(ert**' i i t*l <br />rtl4l*.«. I Ma,* *. 1*1 <br />$>¥» || I » *.« fei«« Ilf <br />^ • In*- • • •' A <br />•\r*«# • <br />M <vVMr*| A 1*^ <br />l/HU A I r> <br />i/«ft If llN‘»RlF Pk- <br />Ikiiil Uf Pf <br />lUMtl«) pi <br />f rfri# < A IA <br />^ A PP <br />A 11 P( <br />i^^i I k.a«*r»irei <br />l.«l I Ijrai l‘l <br />I If CIS*-. V Aiair^ifVa A* A <br />( Ai«f rt Pf <br />e,».k« I hf <br />Mctwif 7 l4ft ri <br />fMfi j fl <br />.^Cl M AiC » <br />imvtlAN W 1*1 <br />ukuj^C lr*^h PI <br />V PI <br />>riy t> Pptf/vn I'P <br />P A/>A»w4i IM <br />lOrt # l>nf\ 1*1 <br />AUk A VX' **• <br />CiJiy VU MDer^* * * <br />Djrtfl J •• !•» <br />AAm IkJi V*hr«a ri <br />PhA)i 1 rl <br />M.4> II v/«*. 1*1 <br />A4P“s w e-ii j-ii ri <br />I («».«'! tt rt <br />iLfTMl v/-niip.i n <br />I* 11 <br />I hatf N1*1 <br />Inifi k- r.M^• ri <br />lkm*,f.K I im»A 1*1 <br />1 1 r eiW./ve* I'J <br />i f%m» I jfrs-e f I I <br />i I’.pl^ A I •• kV4* <br />(««»M »*.ewe.>v <br />Ike'jM M i <br />iiMv^ f f»tipir«.»l <br />ft <br />Dear Jeanne, <br />We have reviewed the preliminary plat certificate of survey for the City of Orono <br />subdivision. The property is located cast of Old Crystal Bay Road and north of North <br />Shore Drive in the Northeast Quarter of Section 9. Several easements should be <br />acquired at this time to maintain the existing utilities and drainage patterns on the <br />property. These easements arc sbowm on the attached sketch. <br />Drainage and utility easements should be provided 5 feet wide along all lot lines. A <br />utility easement for the existing MWCC 21 inch gravity sewer, and 18 inch and 10 inch <br />forcemains should be provided. The location of the nearest pipe can be established by <br />drawing a line from the most easterly manhole due north. The easement should begin <br />10 feet cast of this line and continue to the westerly property line. <br />A 10 foot wide drainage casement should be provided to maintain drainage from the <br />west side of the drivev.tiy to the marsh, as shown by the 936 contour. This aL’gnment <br />may be shifted northerly so that it has less of an inpaci cn the building envelope, <br />however, the width should be increased to 20 feet to allow for the added depth and <br />width. Drainage easements should be provided over the limits of the marsh. <br />Please contact me at this office if you have any questions regarding this matter. <br />Yours very truly, <br />BONESTROO, ROSENE, AN’DERLIK & ASSOCIATES, INC. <br />Shawn D. Gustafson, P.E.