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sonestroo <br />n Rosene <br />Mderlik & <br />Associates <br />Engineer: &Architects <br />BMett2q FbPenc MCe'ma anCAtuKure>: 1eK. nan AtAmfa ACto VEqual OAoottunryfmpoyrt <br />One G 96n . n RE uow+b A LNnc. PE Mlmaei P RRu. RE Mark D VA%5. PE <br />Reeen W Roune. PE' .Keth A. G6. PE Agnes M. Rrg A IC Mlles, E. Jensen. RE. <br />Jesepn C AroeO PE Pee-. R PMRe9e RE Tnemal W Mg-10n. PE L PN!ep Guvet. RE. <br />WMn L S aa. PE RChbC W Foeer. PE. MKneel C Lyncn PE Kean L Wrtmen. RE . <br />S n , E. T rneP PE Dxv.e C lRAM. PE. James R. MLane. PE. Gay D yjp 0 E PE. <br />GMn R Cook. PE R lry C RAM. Ae +yJ lgaP0.R�jlcr. PE Ketn'a YPgp RE. <br />Iacoen G ECrunk:Pt. PE. Mart A eaRE <br />Tnel'fdS E. came P.E. Mai A Ba.'Jon. E k-n J. AR]AnC PE. &o as, A ug.I. A. <br />RE PE. K to R AMe'sen PE Snawn ❑ GuKAlan. RE. <br />SdSan M ECeAn. C RA Menae. T ee teann. FE Mar+ R Rak PE Cmlm OSWer RE <br />'ke':or Con Ult TRC K F'id. PE. Mark A. 5eip PE Paul G. Peuel PE. <br />T_T3S R. A ,TrSnn. AIA Wry W MonM. PE Jebn P Gereer PE. <br />DaIdIG C 91p n t Pf Pxbl J Gannp9A! A, Chval A. Er.k= <br />-vz,o, A SYFkA PE <br />Dane i. Eogenoe, RE <br />Lee M Pawelixy <br />F•-Jcr.c : LIb rq_ Pc. <br />.+ve V. L'.'. P[ <br />A RK.S 5,110:, PE <br />PI LP J Ca Sw - PE <br />�anan M. Olsen <br />James F EC3eraat <br />September 14, 1994 <br />City of Orono <br />P,O, Box 66 <br />Orono, MN 55323 <br />Attention: Mike Gaffron <br />Re: 139-1968 <br />3500 Bayside Road <br />Dear Mike: <br />We have reviewed the application for constructing the home at 3500 Bayside Road. The <br />property owner has provided three options for constructing the driveway access. <br />The site topography makes it very difficult to get driveway access from Bayside Road (Co. <br />Rd. 84). The driveway access plan preferred by the owner is not good but appears to be <br />the best option. <br />We would recommend that the following issues be addressed prior to proceeding with <br />construction: <br />1. Drainage <br />a) Driveway should be curbed <br />b) Culvert/other drainage structures to prevent water from flowing into Bayside <br />Road. <br />I Retaining Wall <br />a) Must be designed and approved by Reg. engineer if over 4 feet high, <br />3. Guard rail/restraining Wall <br />a) Protection should be provided at driveway corner on West side of lot. <br />4. Headlight Control <br />a) Screening provided along east lot line to prevent headlight conflict with <br />westbound traffic. <br />2335 West Highway 36 • St. Paul, MN 55113 • 612-636-4600 <br />