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HomeMy WebLinkAbout006-C-5_DETAILSPERMITREQUIRED$100 FINEVANACCESSIBLE4'-0" MIN.7"STREET SURFACE3/8" 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' GRIDHEADWATERSPROJECT NUMBERDRAWING NUMBERDRAWN BY:DATE:2023VERIFY SCALETHESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLYH:\1204\003\ACAD\SHEETS\SHEETS-DETAILS.dwg Plot Date: 7/13/2023 7:04 AM© HEADWATERS ENGINEERING, INC.REVISION DATE:190 NORTHSTAR LANE, BOZEMAN, MT 59718HEADWATERSMT.NET406-581-5730PROJECT LOCATIONC-51204.003NELSON MEADOWSBUSINESS PARKCIVIL DETAILSJRM04/12/2307/13/23BOZEMANMONTANAFLAGINVERTED "U" BIKE RACK DETAILBOLT TOCONCRETE30"-36"19"-35"2" SQUAREOR ROUNDSTEEL POSTSIGN POSTFOUNDATIONPER CITY MPWMOD DETAIL09810-1HANDICAP PARKING SIGN DETAIL1.0'4.5'0.5'2.0'1.5'* SIGN CAN BEMOUNTED ON WALLOF BUILDING ATSAME HEIGHTTBCINTEGRAL CURBAND GUTTERPARKING LOT TYPICAL SECTIONPLANT MIX ASPHALT SURFACING4" MIN DEPTH @ 93% MDCRUSHED GRAVEL BASE COURSE6" MIN DEPTH @ 95% MDD6" MINUS SUB-BASE COURSE18" DEPTH @ 95% MDDON GEOTEX 315ST FABRIC*COMPACTEDNATIVE SUBGRADEFLOW-THRU GUTTER2.5'*FABRIC NOT NEEDED IF SUBGRADE ISEXCAVATED TO NATIVE GRAVELS. IF SUBGRADEIS SOFT AND UNSTABLE, INSTALL LAYER OFMIRAFI RS380I GEOSYNTHETIC AS DIRECTED BYTHE ENGINEER/GEOTECH.FRONT OF BUILDINGVARIABLE7.0'3.8'2% MAX*FLOW -THRU & CONCRETE BORDER DETAILS ADDED0.1' LIPFRONT OF BUILDINGNO CURB BACK IN ACCESS,LEAVE 0.1' LIPVARIABLE8.5'5.0'3.0'2% MAXVARIABLEGARAGE DOOR ACCESS SIDEWALKTYPE 2 (BUILDING 3)GARAGE DOOR ACCESS SIDEWALKTYPE 1 (BUILDING 1 & 2)6" CONCRETE,REINFORCED W/#4REBAR, 18" O.C.CURB CUT DETAILTBCCURB FLOWLINECURB CUT DIMENSION (18" OR 24")THICKENED EDGE SIDEWALK DETAILVALLEY GUTTER DETAIL6" CONCRETE,REINFORCED W/#4REBAR, 18" O.C.PAVEMENTRACK TO BEMOUNTED ON A6'X6'X6"CONCRETE PAD