HomeMy WebLinkAbout006-C-5 DETAILS3'-0" MIN.7"STREET SURFACE1/2" PER 1'NOTES: THE WIDTH WITH PROPORTIONALINVERT MAY VARY TO SATISFY THE DESIGNREQUIREMENTS OF INDIVIDUAL APPLICATIONS.FINISHED STREET SURFACE TO BE 1/8" TO1/4" ABOVE EDGES OF DOUBLE GUTTER.1'3 1/2"REINFORCE WITH #4BARS ON 2' X 2' GRIDH:\1086\019\ACAD\SHEETS\DETAILS.dwg Plot Date: 2/24/2023 7:24 AMH:\1086\019\ACAD\SHEETS\DETAILS.dwg Plot Date: 2/24/2023 7:24 AM190 NORTHSTAR LANE, BOZEMAN, MT 59718 HEADWATERSMT.NET 406-581-5730 VALLEY GUTTER DETAILINTEGRAL CURBAND GUTTERPARKING LOT TYPICAL SECTIONPLANT MIX ASPHALT SURFACING3" MIN DEPTH @ 93% MDCRUSHED GRAVEL BASE COURSE6" MIN DEPTH @ 95% MDD6" MINUS NON-PLASTIC SUB-BASE COURSE15" DEPTH @ 95% MDDON MIRAFI 600X GEOTEXTILE FABRIC*COMPACTEDNATIVE SUBGRADE*FABRIC NOT NEEDED IF SUBGRADE IS EXCAVATED TONATIVE GRAVELS. IF SUBGRADE IS SOFT AND UNSTABLE,INSTALL LAYER OF MIRAFI RS380I GEOSYNTHETIC ASDIRECTED BY THE ENGINEER/GEOTECH.TBC SPILL = PAVE + 0.55'TBC CATCH = PAVE+0.40'WITH #4 REBAR 18" O.C.WHEELCHAIR ACCESSIBLE RAMPLANDING2% MAX SLOPE1:12 MAX1:12 MAX5.0'7.0'TAPER CURBTO MATCHSIDEWALKTAPER CURBTO MATCHSIDEWALKDROP CURBFOR PEDRAMPS2% SLOPE6" SIDEWALKCURBROCK SWALE DETAILWEED BARRIER2:1 MAX6" MIN.LANDSCAPEROCKMIN. CHANNELSLOPE=0.5%