Laserfiche WebLink
Final Plat Review: <br />July 19, 2002 <br />Page 3 of 7 <br /> <br />Sunflower Ridge <br /> <br />· Typical watermain/service insulation <br />· Typical driveway approach <br /> <br />The following comments need to be corrected on each of the respective construction plan <br />sheets: <br /> <br />Cl' <br /> <br />C2: <br /> <br />Typical Section shall be 2-1/2" bituminous wear course and 4" of Class 5. <br />Tile stormsewer schedule indicates a casting of 3067. Consider using Neenah No. R- <br />3508-2 for surmountable curb. <br /> <br />· Extend sanitary sewer through site at minimum gade to accommodate future flow <br /> and connection to stub streets. <br />· All hydrant leads to have valves. <br />· Ali valves must be resilient seated valves. <br />· All 2" irrigations to provide curb stop and "pigtail" to surface. <br /> Any conduit crossings of public roads for private utilities requires a trace wire. <br /> Arrows missing on sewer lines. <br /> Symbols missing on water lines. <br /> Avoid watermain crossing under catch basins. (i.e. CBTA, CBgA, CB 10A) . <br /> The leader for the label 8X8 tee at the intersection of Germanium St. N.W./lodine <br /> Street N.W. is incorrect. <br />· MI-Il7 doesn't connect to MH3. <br />· Provide detail of vertical separation of 18" between watermain and sewer lines. <br />· Add 'see sheet' references to guide throu~ plan on plan view. <br /> <br />C3: <br /> <br />· Provide plan on watermain looping along Alpine Drive N.W. to the existing <br /> watermain at the intersection of Germanium Street and Alpine Drive. The current <br /> plan shows that 49 of the 57 lots will be serced by a dead end line. <br />· Verify connecting elevation of sanitary sewer with Evergeen Point on Germanium <br /> Street. <br />· Indicate a stop construction line that will define the responsibilities of each <br /> Developer. <br /> <br /> <br />