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Review File: Casey's Store <br />Preliminary Plan Review <br />Engineering Review <br />January 2, 2015 <br />Page 2 of 2 <br />2. Rock construction entrancesareineffective with the soi Is found in the City of Ramsey. This detal <br />shat bereplaoed with anote on the plans requiring sweeping of the streets within 3 hours of <br />notification by City Staff. <br />Sheet C2.0 Grading <br />1. Slow bituminous curb aongwest side of axessdriveway. <br />2. Label existing Contours. <br />3. Slow existing and proposed spot elevAionsA connection to S nwood Drive and Gong south and <br />west sides of site. <br />Sheet 3.0 Utility Plan <br />1. I nstal Oil/ Water Separator Manholes upstrean of underground stormweter structure. <br />2. Provide ma ntenaice agreement for Oil/ Water Separator Manholes aid underground stormweter <br />structure. <br />3. Obta n Anoka County Highway permit for work in Ransey Boulevard ROW. <br />4. Use I nserta Tee device to connect to existing sanitary sewer line. Usetrench boxes to protect <br />existing curb. Existing curb aid roadway cannot be removed when installing sanitary sewer or <br />weterma n. <br />5. Copper water pipe shal be used between curb stop aid existing line. <br />6. Removea-idreplacesidewak between northern edge of sanitary server trench and southern edge <br />of water trench. <br />7. Use RCP between STM H1 aid existing Catch Bain. <br />8. Adjust existing Catch Bain casting to match flow line. Removea-idreplace10If of concrete curb <br />adjaoent to cuing. <br />Sheet 3.0 Utility Plan <br />1. All disturbed areas must be restored with Premium Topsoil per City Code. <br />Permits <br />1. <br />D <br />Aa on <br />the underground <br />provided <br />for <br />the <br />for t <br />1" <br />2 <br />he site. <br />yr., <br />10 <br />yr. <br />storage <br />This <br />and <br />sha l <br />100 <br />is <br />shown <br />indude <br />yr. <br />on <br />the grading <br />dra nage <br />events. <br />areas, <br />plat. <br />normal <br />Routing information must be <br />water levels aid overflow elevations <br />2. The SUVPPPTemplete incomplete. <br />a Section I I Rsivi ng was must be updated to indude the Mississippi River. Runoff from <br />the ate enters the regiond ponding system which discharges to the M ississi ppi River. <br />Section I I , pat e mentions al attached map. This map was not in the information provided <br />to the City. <br />Section VI , pat c requires submitta of design peraneters as noted in no. 1 above. <br />b. <br />c. <br />for <br />snal <br />Construction <br />sten <br />is <br />