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� Otto G.Bonestmo,PE. Howard A.Sanford,PE. Gary F.Rylander,PE. Philip J.Casweil,PE. � Bonestroo Ro eph C AnderikPPE Ro'bert R Pfeffe Ie,PPEE IMichael�P Rlau?EE Maes B Jenslen,P E. Rosene Marvin L Sorvala PE Richard W Fos[e[PE Agnes M Ring A ICP L Phillip Gravel III,PE. Ricnard E 7urne[P.E. David O.Loskota,PE Thomas W.Pereaon,PE. Karen L Wiemeri,P.E. � Anderlik & ThomaR E NoyesEPE Jerry ACBourdon,PEA alm seRCMa�and.PE KeithdR Yappr FE Robert G.SchunichL P.E. Mark A.Hznson,P.E. Jerry D.Pertzsch,P.E. Shawn D.Gustafson,P.E. Associ�tes ��san M Eberlin,C PA Michael T Rau[mann,PE Kenne[h P Anderson,PE Cecilio Olivier PE. *Senior ConsW[ant Ted K.Fleld,PE. Mark R.Rolfs,P.E. Charles A.Erickson Thomas R.Anderson,A.I.A. Mark A.Seip,PE. Leo M.Pawelsky Engineers & Architects Dona10 C.Burgard[,P.E Gary W Mori=r,PE. Harlan M.Olson Thomas E.Angus,P.E. Daniel J.Edgerton,PE. James F Engelhardt June 5, 1992 Ms. Jeanne A. Mabusth Building and Zoning Administrator City of Orono Box 66 Crystal Bay, Minnesota 55323 Re: Cudd Construction Driveway Alignment Request Our File No. 139-1334 Dear Jeanne: We have reviewed the request by Cudd Construction to construct a curved driveway at 2110 Sugarwood Drive. The proposed driveway alignment is different than that allowed by the required standards set forth for Sugarwood's PRD. The standards require a straight alignment which is at right angles to the street. The proposed alignment begins at right angles to the street, but then curves around an immense Basswood tree and angles to the residence currently under construction. Due to the topography of the property, the vertical alignment of Sugarwood Drive and the e�cisting boulder wall along the property frontage, the proposed driveway location is the most feasible. The proposed alignment and location will minimize disruption and should be easily constructed. We recommend that the requested driveway alignment be approved. However, there are several issues related to constructing the driveway that need to be resolved. There is an existing catchbasin at the proposed driveway location. The frame and casting on the catchbasin is the City standard R3067V with a B618 concrete curb transition into the surmountable curb, typical of the rest of Sugarwood Drive. The e�cisting frame and casting and approximately 20 feet of concrete curb and gutter must be removed to facilitate the driveway construction. The frame and casting should be replaced with a Neenah Foundry Company R- 3290, with a Type V grate. The concrete curb should be replaced with the typical surmountable curb and gutter. Please contact me at this office if you have any questions. Yours very truly, BO ESTROO, ROSENE, ANDERLIK & ASSOCIATES, INC. ,��► J- Shawn D. Gustafson, P.E. 2335 West Highway 36 • St. Paul, Mlnnesota 55113 • 612-636-4600