Laserfiche WebLink
<br />J[Jj <br />~ <br /> <br />Bonestroo <br />Rosene <br />Anderlik & <br />Associates <br /> <br />BQne~tfOQ. Rosel'le, Anderlik and Associates, Inc:. Is an Affirmative Action/Equal OpportunIty Employe' <br />and Emplbyee Owned <br /> <br />Pfl(leipals: Ono G. ~onesrroo. P.E. . Marvin L. Sorvar.;!. P.E_ . Glenn R. COOK. PE. . Robert G, Sthunittr!, P.E, . <br />Jt:rry A. Bovrdon. PE. ~ Mark A Hanson. P.E <br /> <br />Senior Consultilnt$; RobE'rt W. Rou'ne. P.E. . Joseph C. Anc!erhk. P.E_ . Riched E. Turner. P:.E. . Susan M. Etlerlln, CPA. <br /> <br />Assoc:iate Principals; Kcitn A. Gordon, RE. . Robert R. PfI:'Tft:rle. P.E, . RiChard W. foster. P.E. . Oilvid O. loskot<l. I':f. . <br />Mlcha('! T. R<tu(mann, PF. . Ted K. Field, P:E. . Kenneth P. A.nderron. P.E. . M<uk R. Rolfs, P.E. . David A. 8oneu(Do, M.BA . <br />Sidney f! Williamson PL L S. . Agne. M. Ring. M.B-^. . Allan Ritk S.chmidt, P.E. . Thom.l~ W Peterson, P.E. . <br />J<ll'tles R. Maland. FE . M,le!> S. Jensen. f'.E. ~ L Phfllip Gr<lVcl /II. P.E. . Daniel J. EGlgerton. P.E". . hmael Maftir1e~. P.E.. <br />Thomas 1'.. Syfli.o. ?E . Sheldon J. Johnson. Dale A. Grove. P.E. . T/'IOmil~ A RO\Jihi\(. P.lO. . HOben: J, DevNY. F.E <br /> <br />Offices: ~t. Piiul. ~t. CIO'.;d, Rochenf.'r and W))lmilr. MN . Milwaukee, WI . Chicago. Il <br /> <br />Wf.'bsite; wwwlJOrll:5troO.t:OITl <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 />1 have reviewed the preliminary grading, drainage, erosion control, and utility plans dated <br />August 18, 2003 for the proposed 18-unit office complex on 20lh 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 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 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 />