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13. Details should be provided that indicate proposed removals of existing structures and access <br />points. <br />• Note on plans indicates which buildings are to be removed. Detail of street connection added. <br />14. The paved radius of the cul-de-sac should be 45 feet. <br />• Radius adjusted as required. <br />Utility Plan <br />1. A profile view of the utilities should be submitted. <br />• Profiles included. <br />2. Additional details should be provided for the sanitary sewer. Currently no rims or inverts are <br />indicated. We also Question if there is adequate space for construction of the lift station in the <br />location shown. Details on the lift station including proposed manufacture should be submitted for <br />review and approval. <br />• Rim and invert elevations added. <br />3. A sanitary sewer manhole should be added on the east side of Labore Road and gravity sanitary <br />sewer extended to that point <br />• Manhole added. <br />4. If ductile iron pope is used as the material for the forcemain then it must be wrapped. <br />• Added note to wrap all ductile pipe with 8 mill poly. <br />5. The detail for the clean out should be revised to reflect a 4-inch service pipe. The material for the <br />wye should also be revised to PVC. No clean out risers should be allowed within the bituminous <br />pavement. <br />• Revised detail as directed adding the note to keep clean outs out of the pavement. <br />6. The required minimum size for the storm sewer is 15-inch RCP. Except for the leads from catch <br />basins. These are allowed to be 12-inch RCP. <br />• Plans revised to 15" as required, with the exception of the frst run. <br />7. All watermain should be required to be a minimum size of 8-inches. <br />• Revised watermain to 8" DIP. <br />8. All watermain should be wrapped. In addition, stainless steel bolts shall be used on all fittings, <br />hydrants, and valves. <br />• Added note to wrap all ductile iron pipe with 8 mill poly <br />9. All valve boxes shall be installed upon the valve with the use of a Gate Valve Adaptor as <br />manufactured by Adaptor Inc. or approved equal. <br />• Added note and detail <br />10. General Note #& should be revised to say Elfering and Associates. <br />• Revised accordingly <br />11. A note should be added that states that only the City of Little Canada can operate the watermain <br />valves. <br />• Noted. <br />Detail Sheet <br />Additional street and utility details should be provided for review, including manhole casting types, <br />hydrant installation details, structure details, etc. <br />• Detail pages created. <br />Stonnwater Pollution Prevention Plan <br />1. The individual responsible for the implementation of the SWPPP should be noted on the plans. <br />• Added note specifying contractor is responsible for implementation (will be named later). <br />2. Once the casting has been installed on the catch basins, the only allowed inlet control protection <br />should be the Wimco. <br />• Noted. <br />