03-25-1996 Council Packet - Laserfiche WebLink

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1/1 Bonestroo Rosene 5RS Anderlik & ^1 Associates Engineers & Architects Bonestroo. Boieoe. Anderim Jnd Atsocietet. mcif «n AMiotiative Attwn/ EguJi Opoomnty Employer Otto G Bonestroo. P E. Booert W Rosene. P E * Joseph C. AnOertlli, P E Marvin L Sofvaia P E Richjfd E. Turner Gterm R Cook. P.E. Thomas E Moyes. P E. RoOert 0 Schunfcht. P E Susan M Eberlin. C P A • • Senior Consultant February 8, 1996 Howard A Sanford. PE Keith A Gordon.. P £. RoOert R Pfefferle. PE Richard W Foster. P E David O Loshoia. PE RoOert C Russek. a i a Jerry A Bourdon. P E Mark A Hanson. P E Michael T Rautmann. P E Ted K Field. P E Thomas R Anderson. A I A James R Rosersmerkei. P E Donald C. Burgardt. P E Thomas A Syfko, PE Frederic J StenOorg. P E Ismael Martinez. P E. Michael P Rau. P E. Thomas W Peterson. P E Michael C. Lynch. P E James R Maiand. P E Jerry D Pertzsch. P E Scott J Arganek. P E. Kenrseth P Anderson. P Mark R Rolfs. P£ Mark A Seip. P E Gary W Morien. P E Paul J Gannon. A I.A Daniel J Edgerton. P E. A Rick Schmidt. P E Dale A Grove. P E Philip J Caswell. P E. Mark D Wallis. P E Miles B. Jensen. P E L PhiMip Grzvei. P E. Karen L Wiemeri. P E Gary O Kristofttz. PE Briars K. Gage. PI F Todd Foster. P E. Keith R Yapp. P E Douglas J Benoit. P C. Shawn O. Gustafsorv PI. CeciHo Oihner. P E. Kent J Wagner. PE. Paul a Hcuer. P L John P Gorder. P E. Dan O Boyuiw PX Jeffrey J Ehlertrsger. P£. Joseph R Rhem. PE. Lee M. Mann. P E Charles A. Erickson Leo M. Paweisky Hanan M Olson Agrses M Rirsg James f Engeihardt .\ls. Jeanne A. Mabusth, Building and Zoning Administrator City of Orono Post Office Box 66 Cn'stal Bav, Minnesota 55323 Re; O’Sullivan Site Plan File No. 139-2107 Dear Jeanne. We have reviewed the survey and schematic design for the proposed commercial development located at the northeast corner of Shadvwood Road (CSAH 19) and Shoreline nrivp irSAH in Navarre. The development includes a 90 foot mini-tunnel car wash.Drive (CSAH 15) in Navarre. The development includes a 90 foot mini-tunnel car wash, a family restaurant with sit down and drive-thru food service, and an O’Sullivan Convenience Store/gas station. The proposal includes a request to vacate the east half of the existing Navarre Lane right-of-way. A second phase will be pursued soon to develop the adjacent church property with a retail and office developr...-t. There are several issues that need to be addressed relative to engineering matters, and added to the plan set. J. I »ilities; The e.xisting sanitary sewer and water main to serve tnis pioperty are located Within the riaht-of-way for Navarre Lane. Serv'ices have been extended to the property, however it is likelv that the size is inadequate and new service connections will be necessary. Plans and specifications should be prepared for the service line connections, with as-built plans provided to the City upon completion. 2. Grading: The topography shown on the survey is correct. A grading, drainage and ** erosion control plan should be prepared that shows both the existing and proposed contours, building locations and elevations, and erosion control measures to be used during construction. Details should be provided for the proposed landscape/retaining wall shown along the northeast properU’ line. The retaining wall should have a fence along the top if it exceeds a 3-foot height. It appears that the construction may e.xceed the property limits which will require easements from the adjacent property. 3. Drainage: Fhe site drains naturally to DNR protected wetland basin #27-912W. Tlie drainage plan for this development should include stormwater ponding to treat the runoff leaving the site. The parking lot should have storm sewer for proper drainage. Drainage and ponding calculations should be provided for our review. Some type of skimmer structure should be included at the pond outlet. A detail of the outlet structure and pond elevations should be shown on the plan. Tlie plans should be 2335 West Highway 36 ■ St. Paul, MN 55113 ■ 612-636-4600