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� • <br /> ' :�, �� � �'� <br /> �� . - <br /> _���k�. <br /> Memorandum � �Bonestroo <br /> 2335 Highway 36 W <br /> To: Darren Amundsen Project: 1860 Shadywood Road Date: 6/15/20ii St.Paul,MN 55113 <br /> Tel 651-636-4600 <br /> From: Gary Morien Client: City of Orono Fax 651-636-1311 <br /> Re: 2011-00212 File No: 000139-11000-1 `"`^'�"'•�'Onestroo.com <br /> Review Summary: <br /> Calculations for the wall have not been provided. A global/slope stability review has <br /> not been provided. The Engineer of Record shall review actual site conditions and <br /> judge whether or not global stability analysis is required. Owner/Contractor shall be <br /> aware of and follow the erection notes, field quality control and general provisions <br /> noted on the Engineers plan. <br /> A site drawing showing the wall layout relative to boundaries, buildings and other site <br /> features were provided. A wall elevation layout, geogrid locations/dimensions and <br /> details of construction are provided. The design was prepared by a professional <br /> engineer, certified and plan content is judged to meet industry standards for this type <br /> of work. <br /> Detailed Review: <br /> At your request, we reviewed of the retaining wall submittal for the above referenced <br /> project for compliance with the code requirements and industry standards. The <br /> submitted information is as follows: <br /> Project Name: 1860 Shadywood Road <br /> Wall Design Engineer: Gray Engineering, LLC <br /> Landscaper: Kendall Larson <br /> Plans Received: 1)Title sheet 2) Site plan 3)Typical wall section details <br /> Pian date 6/01/11 <br /> Retaining Wall Calcs: No Calculations <br /> Date Received: City of Orono -June 03, 2011 <br /> These are privately owned retaining walls that will be installed at 1860 Shadywood <br /> Road. Review notes include: <br /> . Plans were prepared by an Engineering Consultant and plan content appears <br /> appropriate to direct the retaining wall construction. <br /> • Plans contain important wall construction and field quality control notes. We <br /> recommend the Owner and Contractor abides by these provisions to confirm <br /> actuai site conditions and assure satisfactory wall performance. <br /> • A geotechnical report and recommendations were not provided. The retaining <br /> wall engineer assumes soil properties for the retained/foundation soil and <br />