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<br />'J(jj <br />~ <br /> <br />Bonestroo <br />Rosene <br />AnderJik & <br />Associates <br /> <br />Bonestroo, Ro.sene, Anderlik and AssocIates, Inc. /5 an Affirmative Action/Equal Opportunity Employer <br />and Employee Owned <br /> <br />Principals: Otto G. Bonesrroo. P:E. . Marvin L Sor"<lI<I, P.E. . Glenn R. Cook, P.E. . Robert G. Schunicht, P.E. . <br />Jerty A. 6ol,.lrdon. P.E. ~ Mark A. Hanson. P.E <br /> <br />Senior Consultifnts: ROberT W. Rosene, P.E. . Joseph C. Anderlik. P.E. . Richard E. Turner, P.E. . Susan M. Eberlin. CP.^- <br /> <br />Assodate Principals: Keith A. Gordon. P.E. . Robert R. prerrerle. P.E. . Richard W. Foster. P,E. . Dilvid Q. LeSKO!"'. P.E. . <br />Michael 1. Rautmann. P.E'. . Ted K. Field, P.E. . Kennelh P. Anderson. P.E. . M<lrk R. Rolfs, P.E. . David A. BonesHOo. M.B.A. . <br />Sidney P. Williilmmn. P.E.. L-S. . Agne; M. Ring. M.B.A. Alliin Rick Schmidl. P.E . Thoma~ W. Petf'rson, P.E. . <br />James R. Mi'lIilnd. PE . Mjle'~ 8, Jensen. FE. . l. Phillip Gravel III. P.E. . Darnel J. Edgerton, PE. . Ismael MilHjne~, P.E. . <br />Thomas A. Sylko. PE. . Sheldon J John~on ~ Dale A. Grove. P:E, . Thomas A. Rou~hilr. PE. . Robert J. Devery. rE, <br /> <br />omces: St. Pilul. St. Cloud, Rochester and Wil/mar. MN . Milwilukee, WI . Chicago. Il <br /> <br />Website; WWW.boneslrOO.com <br /> <br />Engineers & Architects <br /> <br />EXHIBIT C <br /> <br />October 14, 2003 <br /> <br />Kim Moore-Sykes <br />City of Centerville <br />1880 Main Street <br />Centerville, MN 55038-9794 <br /> <br />Re: Town Office Park <br />File No, 616-03-000 <br /> <br />Dear Kim: <br /> <br />I have reviewed the preliminary grading, drainage, erosion control, and utility plans dated <br />August 18, 2003 for the proposed 18-unit office complex on 20th Avenue, I have the following <br />comments/recommendations: <br /> <br />1, Recommend an 18" reinforced concrete culvert under the entrance road rather than <br />12" RCP shown. <br /> <br />2, The sanitary sewer manhole invert elevations (IE) shown are incorrect and should be <br />revised to the following: <br /> <br />MH I IE 894.02/893.92 <br />MH 2 IE 894,70/894.60 <br />MH 3 IE 895.53 <br />MH 4 IE 895.54 <br /> <br />3, The two 6" water valves in the parking lot should be moved south approximately 20' <br />to either side of the 6x6 tee, <br /> <br />4, Place 10 cubic yards of riprap at the storm sewer outlet to the pond, . This should be <br />shown on the grading plan. <br /> <br />5. Show silt fence around the entire site to prevent erosion into the pond, county ditch, <br />and Clearwater creek. <br /> <br />2335 West Highway 36 . St. Paul, MN 55113. 651'636-4600 . Fax: 651-636-1311 <br /> <br />. <br />