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QBOLTON <br />& MENK <br />Real People. Real Solutions. <br />March 15, 2018 <br />City of Orono <br />Attn: Melanie Curtis <br />2750 Kelley Parkway <br />Orono, MN 55356 <br />RE: Preliminary Plat Application 2018-3996 <br />Topside <br />Engineering Review #1 <br />Dear Melanie: <br />2638 Shadow Lane <br />Suite 200 <br />Chaska, MN 55318-1172 <br />Ph: (952) 448-8838 <br />Fax: (952) 448-8805 <br />Bolton-Menk.com <br />As requested, we have completed an engineering review of the documents submitted for the above <br />referenced project. We offer the following observations, comments, and recommendations for your <br />consideration: <br />1. Per City Code, this location is designated for connection to City sanitary sewer when <br />developed. However, the applicant has submitted an application for waiver of sanitary sewer <br />connection due to perceived hardships. We have discussed this requirement and application for <br />waiver with the City Engineer and defer to the City regarding sanitary service for this plat. <br />2. Perimeter erosion control measures (siltfence, rock entrance, etc.) should be indicated on the <br />plan. If septic sites are allowed, protection fencing should also be installed around sites. <br />Measures should be installed by the Contractor and inspected by the City prior to any other <br />work. Contractor must provide minimum 24 hour notice prior to inspection. <br />3. Retaining walls 4' or greater in height must be designed by a licensed Professional <br />Engineer. Tiered walls less than double the height of the lower wall apart will be considered <br />one wall. Wall plans should be submitted for review and approval prior to construction. <br />4. It is unclear what is proposed for common driveway. If the driveway for Lot 2 is connected <br />directly to Lot 1's driveway instead of the common driveway in Outlot A, an easement for the <br />shared portion will be necessary. <br />5. A Final Landscape Plan should be submitted with the Final Plans. The Plan should include the <br />following: <br />a. Types and locations of proposed restoration. <br />b. De -compaction of existing soils under removed impervious surfaces with 12" ripping depth <br />prior to placement of topsoil. <br />c. Trees to be removed. <br />d. Trees to be preserved. <br />e. Additional trees to be planted. <br />6. A Flowage and Conservation easement will be required over all wetlands. <br />7. Drainage and Utility Easements should be provided as follows: <br />a. Over all stormwater management facilities used to meet regulatory requirements. <br />b. All swales and storm sewer providing drainage for multiple properties. <br />c. 5' along all side lot lines, unless adjacent to Development boundary. <br />d. 10' along all front lot lines, rear lot lines, and adjacent to Development boundary. <br />8. A conservation easement should be provided over the 20' buffer of trees to be maintained <br />H:\ORNO\Ci3115486\z-2018-axax Topside\Topside_PrePlatReview-1_2018-03-15.docx <br />Bolton & Menk is an equal opportunity employer. <br />