Laserfiche WebLink
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 entrances are ineffective with the soils found in the City of Ramsey. This detail <br />shall be replaced with a note on the plans requiring sweeping of the streets within 3 hours of <br />notification by City Staff. <br />Sheet C2.0 Grading <br />1. Show bituminous curb along west side of access driveway. <br />2. Label existing Contours. <br />3. Show existing and proposed spot elevations at connection to Sunwood Drive and along south and <br />west sides of site. <br />Sheet 3.0 Utility Plan <br />1. Install Oil/Water Separator Manholes upstream of underground stormwater structure. <br />2. Provide maintenance agreement for Oil/Water Separator Manholes and underground stormwater <br />structure. <br />3. Obtain Anoka County Highway permit for work in Ramsey Boulevard ROW. <br />4. Use Inserta Tee device to connect to existing sanitary sewer line. Use trench boxes to protect <br />existing curb Existing curb and roadway cannot be removed when installing sanitary sewer or <br />watermain. <br />5. Copper water pipe shall be used between curb stop and existing line. <br />6. Remove and replace all sidewalk between northern edge of sanitary sewer trench and southern edge <br />of water trench. <br />7. Use RCP between STMH1 and existing Catch Basin. <br />8. Adjust existing Catch Basin casting to match flow line. Remove and replace 10 if of concrete curb <br />adjacent to casting. <br />Sheet 3.0 Utility Plan <br />1. All disturbed areas must be restored with Premium Topsoil per City Code. <br />Permits <br />1. Data on the underground storage is shown on the grading plan. Routing information must be <br />provided for the site. This shall include drainage areas, normal water levels and overflow elevations <br />for the 1", 2 yr., 10 yr. and 100 yr. events. <br />2. The SWPPP Template for Small Construction Sites is incomplete. <br />a. Section II Receiving waters must be updated to include the Mississippi River. Runoff from <br />the site enters the regional ponding system which discharges to the Mississippi River. <br />b. Section II, part e mentions an attached map. This map was not in the information provided <br />to the City. <br />c. Section VI, part c requires submittal of design parameters as noted in no. 1 above. <br />