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04/22/2019 12:47 PM04/22/2019 12:47 PM04/22/2019 12:31 PM04/22/2019 12:22 PM04/22/2019 12:14 PM04/22/2019 12:14 PM04/22/2019 12:14 PM04/22/2019 12:14 PM04/22/2019 12:14 PM04/22/2019 <br /> 12:14 PM04/22/2019 12:14 PM <br />structure and grate capacity for <br />rates from the MIDS calculator <br />Emergency overflow is 853.0. <br />recognize basins with draintile <br />Spot elevation on west side of <br />which is shown down slope of <br />Add dtil f t htff t Use the soil types and infitration Storm Sewer Calculations must Grade from center to structure is 3.0% while incoming grade is are hard to pave. Revise grade Perform <br /> Spell check on entire <br />1.0%. Abrupt grade changes <br />Provide details on installation <br />Review Grading in this area. <br />infiltration rates to soil types <br />Lowest opening elevation of <br />Verify all elevations in table. <br />f t ditil f <br />or published sources to tie <br />849.5 is below 850 contour <br />Show new gravity services <br />requirements. Remove all <br />btt f d ll i <br />State the version of FEMA <br />from lots 1 & 2 to Sanitary <br />and operaton of sewer lift <br />depression is 852.5 while <br />as meeting the infiltration <br />reflect drainage to each <br />LRRWMO rules do not <br />Pid ifti t <br />FIRM map used. <br />line to Manhole. <br />each structure. <br />the building. <br />fd it <br /> Cld <br />station. <br />sewer. <br />sheet. <br />Tie infiltration rate to soil type <br />Storm Sewer Calculations <br />Draintile not permitted in <br />Verify All Elevations <br />Connection details <br />Review gradiing <br />Reviise Grading <br />infiltration basin <br />Review Grade <br />Sewer system <br />Firm Version <br />Spell Check <br />required <br />LLLLLLLLLLLLLLLLLLLLLL <br />6_6080 Hwy 10_Details.pdf <br />5_6080 Hwy 10_Grade.pdf5_6080 Hwy 10_Grade.pdf5_6080 Hwy 10_Grade.pdf5_6080 Hwy 10_Grade.pdf5_6080 Hwy 10_Grade.pdf5_6080 Hwy 10_Grade.pdf5_6080 Hwy 10_Grade.pdf <br />4_6080 Hwy 10_Site.pdf4_6080 Hwy 10_Site.pdf <br />_SWMP.pdf <br /> <br />