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HomeMy WebLinkAbout006 SEWER DETAILS(MIN) DEPTH SCARIFIED,MOISTURE CONDITIONED, &RECOMPACTED SUBGRADEMINIMUM DEPTH OF6" MINUS PITRUNMINIMUM DEPTH OF 1-1/2"MINUS CRUSHED BASECOURSE3"9"8"NATIVE GROUNDNOTES:1.PRIOR TO PLACEMENT OF THE BASE COURSE, THE EXPOSED SUBGRADE SHALL BE SCARIFIED TO A MINIMUM DEPTH OFEIGHT INCHES (8") BELOW EXISTING GRADE, MOISTURE CONDITIONED, AND RECOMPACTED TO 95% (MINIMUM) OFMAXIMUM DENSITY AS DETERMINED BY ASTM D 698.2.AGGREGATE SUB-BASE COURSE SHALL CONFORM TO SECTION 02234 OF THE MPWSS AND INCORPORATE A MAXIMUMPARTICLE SIZE OF THREE INCHES (3").3.AGGREGATE BASE COURSE SHALL CONFORM TO SECTION 02235 OF THE MPWSS AND INCORPORATE A MAXIMUM PARTICLESIZE OF ONE AND ONE-HALF INCHES (1-1/2").4.AGGREGATE BASE COURSE SHALL BE COMPACTED TO A MINIMUM OF 95% OF THE MAXIMUM DRY DENSITY ASDETERMINED BY ASTM D 698.NOT TO SCALEECCENTRIC MANHOLE DETAIL02720-3NOT TO SCALESTANDARD STRAIGHT MANHOLE DETAIL02720-4SEWER DETAILSCCFWEHC1-4SheetNumber:© 2022 Solomon Cordwell BuenzProjectNumber:Drawn By:Checked By:Tschache Lane & 27 Ave.Bozeman, MT 597182695 Tschache Lane2022001.000NO.DATEDESCRIPTIONSITE PLAN REVIEW - RC 102.17.2023ASITE PLAN REVIEW SUBMISSION08.31.20224SITE PLAN REVIEW - RC 205.10.2023BNOT TO SCALETYPICAL UTILITY TRENCH DETAIL02221-1NOT TO SCALESANITARY SEWER SERVICE LINE DETAIL02730-2NOT TO SCALESANITARY SEWER CLEANOUT DETAIL02730-4NOT TO SCALETYPICAL MANHOLE CHANNEL DETAIL02720-7NOT TO SCALEDEEP SANITARY SEWER SERVICE DETAIL02730-3SITE PLAN RC-2 05/2023 NOT TO SCALESEWER ALL WEATHER ACCESS