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6)The last two bullet points we believe have been addressed in page two of the documents submitted. I believe an <br /> engineer has provided the landscape person a signed document showing the tiered wall as noted. <br /> Please forward my comments to Mr. Struve and if you could respond to the top four issues that would be appreciated. <br /> Rick Riley <br /> staff architect <br /> SAWHORSE INC <br /> 4740-42nd Avenue North <br /> Robbinsdale,MN 55422 <br /> cell) 763-477-2158 <br /> fax) 763-533-2668 <br /> office) 763-533-0352 ext.7 <br /> From: Christine Mattson [mailto:CMattson@ci.orono.mn.us] <br /> Sent: Monday, August 13, 2012 12:01 PM <br /> To: Rick Riley <br /> Cc: 'mdyer@codymanagement.com'; Melanie Curtis <br /> Subject: 4115 Watertown Rd <br /> Rick, <br /> On August 8, 2012,the City received a partial copy of a survey with hand-drawn changes adding retaining walls to the <br /> property addressed 4115 Watertown Road. In order to proceed with this change,the attached zoning permit <br /> application must be completed along with an updated survey addressing the comments from our City engineer. <br /> If you have any additional questions, please don't hesitate to contact us. <br /> Christine Mattson <br /> Planning Assistant <br /> City of Orono <br /> 2750 Kelly Parkway 1 Orono i MN ! 55356(physical address) <br /> PO Box 66 1, Crystal Bay ! MN 55323-0066 (mailing address) <br /> 9 952.249.4620 8 952.249.4616 <br /> ® cmattson@ci.orono.mn.us ; www.ci.orono.mn.us <br /> Summer Office Hours: (Monday, May 21 through Friday,August 31,2012) <br /> Monday-Thursday: 7:30 am to 5 pm <br /> Friday: 7:30 am to 11:30 am <br /> OUR OFFICE WILL BE CLOSED: Monday, September 3, 2012 <br /> The applicant submitted hand drawn plans for a proposed retaining wall as a revision to permit number 2013-00339 and <br /> I have the following comments: <br /> • The proposed changes to the retaining walls need to be shown on an actual survey. Hand drawn copies are not <br /> sufficient. <br /> • The survey should indicate top and bottom of wall elevations and how the elevations will be tied into the <br /> existing grade. <br /> 2 <br />