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<br />n <br /> <br />-.-- <br /> <br />1\11 <br /> <br />Bonestroo <br />Rosene <br />Anderlil< & <br />Associates <br /> <br />Bonestre-c, Rosene, Anderlik and Assoda~es, Inc. is an Affirmative ActIon/Equal opportunity Employer <br />and Employee Owned <br /> <br />Princlpal.s: Ono G. BonestraO, P:E. . Milrvln L. Sorvi'!l.... P:E. . Glenn R. Coole, P:1i::. . Rol:::lert G. Schunlcht. P:E. . <br />Jerry A. Bourdon, P.E. . Marl< A. Hanson. P.f. <br /> <br />Senior Consultants: RQbert W. l1!ose'ne. P.E. . Joseph C. fl,nderlHc.. P.E. . Richard E. Turner, P.f. . Susan M. Eberlin C.P.A. <br /> <br />A$$oclate Principals: Keith A. Gorclon, P.E.. Robert R. Pferrerle. P,E. . Rlcl1ard W. Foster, P.E. . David O. loskota. P,E. . <br />Michael T. RautmJnn, P.F. . Ted K. Field, P.E.. . Kenneth P. Anderson, P.E. . Mark R. Rolfs. P.f. . David A. Bonestroo. M.B.A. . <br />Sidney P: Williamson. P.E.. l.S. . Agnes M. Ring, M.S.A. . Allan Rick SCtlmidl, P.E. . Thomas W. Peterson, P.E. . <br />James R. Maland. P.E. . Miles B. Jensen. p.e. . L Phillip Graver Ill. p:e. . Daniel J. Edgerton. P:E. . Ismael Milrttnez, RlI;:.' <br />Thomas A. Syfko. P.E. . Sheldon J. JOhnson. Dale A. Grove, P:E.' Thomas A. Roushar, P.E.. Robert J. Devery, P:E. <br /> <br />Of!Jces; St. Paul. .R.Cloud, Rochesrtr and WiJlmar. MN . Milwaukee. WI . Chicago. IL <br /> <br />~bsite: www.bonestroo.torn <br /> <br />Engineers & Architects <br /> <br />EXHIBIT C <br /> <br />October 14, 2003 <br /> <br />Kim Moore-Sykes <br />City of Centerville <br />IS 80 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 />"..C', <br /> <br />( <br /> <br />I have revie""ed the preliminary grading, draffi!ige;~*8~iBI1 control, and utility plans dated <br />August 18, 2603 for the proposed IS-unit officecoil1pi~* on 20lh Avenue. I have the following <br />comments/recommendations: '. -. . <br /> <br />1. Recommend an 18" reinforced cOIlcrete 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 1 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 rip rap at the stonn 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 />( <br /> <br />2335 West Highway 36 . St. Paul. MN 55113. 651-636-4600 . Fax: 651-636-1311 <br /> <br />. <br />