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Name: Corrin Wendell <br />Date: January 18, 2023 <br />Page: 3 <br /> <br />H:\LTCANADA_CI_MN\0N1129675\2_Preliminary\C_Reports\Review Memo.docx <br /> <br />pipe to offset back to typical depth for the tee installation. It is tight but we want to minimize <br />the amount of piping at the shallowed depth. <br />o Gate valve W-30 does not appear to serve a future purpose. Remove this extension and <br />convert W-29 to a 90 degree bend. This fitting can be tipped begin the vertical offset <br />over the storm sewer. <br />• A gate valve should be included north of tee W-13 for isolation of Street 4. <br />• On Sheet CU-102, gate valve W-6 should be relocated closer to tee W-0 and reducer W-1 in <br />order to minimize shut down to property that is served from this line. <br /> <br />Watermain and Sewer and Water Services Table <br />• No comments <br /> <br />Overall Landscape Plan <br />• No comments <br /> <br />Civil Details <br />• No comments <br /> <br />Sincerely, <br />Bolton & Menk, Inc. <br /> <br /> <br />Eric Seaburg, PE <br />Little Canada City Engineer