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02-20-1996 Planning Packet
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02-20-1996 Planning Packet
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1/1 Bonestroo <br />Rosene <br />/Kndcrfik & <br />^1 Associates <br />Engineers £i Architects <br />February 8, 1996 <br />Bonestroo. Roscnc. Andertik and Aisocates. me. is an Affirmmjve Action/E»*il Opportunity Employer <br />Otto G Bonestroo. »t <br />Robert W ’ove«>.* <br />Joseph C. A-'oeriik. PE <br />Mjrvin L Sorvalo. P E. <br />Richard E- Turner. P E. <br />Gtenn R Cook. P E. <br />Thomas E. Noyes. P E. <br />Rooert G. Schunicht. P E <br />Susan M. EPertin. CPA * <br />* Senior Consuftam <br />Howard A. Sanford. PE. <br />ke<th A. Gordon.. PE. <br />Robert R. Pfef ferfe P E. <br />Richard W Poster. PE <br />David O Loskota. P E <br />Robert C Russek. A.IA. <br />Jerry A. Bourdoa P E. <br />Mark A Hanson. P E. <br />Mtcnaei T Rautmann. P E. <br />Ted k Field. P E <br />Thomas R. Anderson. A.I.A <br />James R. Rosenmerkel. P.E. <br />Dorsa«d C. Burgardt. P E. <br />Thomas A. Syfko. P E. <br />Frederic J. Sienborg. P E <br />Ismae* Martirsei. P E. <br />Michael P Rau, P E. <br />Thomas W Peterson. P E. <br />Michael C. LyrKh. P E <br />James R. Maiand. P £ <br />Jerry D. Peaiich. PE <br />Scott J. Arganek. P.E. <br />Kenneth P Ar*c*erson. PE. <br />Mark R Rolfs. PE. <br />Mark A Seip. PE. <br />Gary W. Monen. P.E. <br />Paul J. Garwsoa A.IA. <br />Oarsiei J Edgerton. P E. <br />A. Rick Schmidt PE. <br />Dale A Grove. PM. <br />Philip J. Casweu. PJL <br />Mark C’. Wallis. P E. <br />Mi>c d Jensen. PE <br />L Phillip Gravel. PE <br />Karen L Wiemen. P E. <br />Gary D. Knstofiu. PE. <br />Brian K. Gage. P E. <br />F. Todd Foster. PM. <br />Keith R Yapp T <br />Oouglai J. Fersoit. hS <br />Shawn O Gustafson. PC <br />v.rviiia Olivier. PE. <br />Kent J Wagner. PE <br />Paul a Heuer. PE. <br />John P. Gorder. PE. <br />Dan O. Boyum. PE. <br />Jeffrey J. Ehleftrsger. PX <br />Joseph R. Rhein. PE <br />Lee M. Manrv PX <br />Charles A Erickson <br />Leo M. Pawelsky <br />Harlan M. Olson <br />Agnes M. R«r>g <br />James F. Engelhard! <br />Ms. Jeanne A. Mabusth, <br />Building and Zoning Administrator <br />City of Orono <br />Post Office Box 66 <br />Crystal Bay, Minnesota 55323 <br />Re: O’Sullivan Site Plan <br />File No. 139-2107 <br />Dear Jeanne, <br />We have reviewed the survey and schematic design for the proposed commercial <br />development located at the northeast comer of Shadywood Road (CSAH 19) and Shoreline <br />Drive (CSAH 15) in Navarre. The development includes a 90 foot mini-tunnel car wash, <br />a family restaurant with sit down and drive-thru food service, and an O Sullivan <br />Convenience Store/gas station. The proposal includes a request to vacate the east half of <br />the existing Navarre Une right-of-way. A second phase will be pursued soon to develop <br />the adjacent church property with a retail and office development. There are several issues <br />that need to be addressed relative to engineering matters, and added to the plan set. <br />1. Utilities: The existing sanitary sewer and water main to serve this property are located <br />within the right-of-way for Navarre Lane. Services have been extended to the property, <br />however it is likely that the size is inadequate and new service connections will be <br />necessary. Plans and specifications should be prepared for the service line connections, <br />with as-built plans provided to the City upon completion. <br />2. Grading; The topography shown on the survey is correct. A grading, drainage and <br />” erosion control plan should be prepared that shows both the existing and proposed <br />contours, building locations and elevations, and erosion control measures to be used <br />during construction. Detail-, should be provided for the proposed landscape/retaining <br />wall shown along the northeast property line. The retaining wall should have a fence <br />along the top if it e.xceeds a 3-foot height. It appears that the construction may exceed <br />the property limits which will require easements from the adjacent property. <br />3. Drainage: The site drains naturally to DNR protected wetland basin #27-9 12W. The <br />drainage plan for this development should include stormwater ponding to treat the <br />runoff leaving the site. The parking lot should have storm sewer for proper drainage. <br />Drainage and ponding calculations should be provided for our review. Some type of <br />skimmer structure should be included at the pond outlet. A detail of the outlet <br />structure and pond elevations should be shown on the plan. The plans should be <br />2335 West Highway 36 ■ St. Paul, MN 55113 ■ 612-636*4600
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