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HomeMy WebLinkAbout006.1 C-5_DetailsPERMITREQUIRED$100 FINEVANACCESSIBLE HEADWATERSPROJECT NUMBERDRAWING NUMBERDRAWN BY:DATE:2022VERIFY SCALETHESE PRINTS MAY BEREDUCED. LINE BELOWMEASURES ONE INCH ONORIGINAL DRAWING. MODIFY SCALE ACCORDINGLYH:\1086\017\ACAD\SHEETS\C-5-DETAILS.dwg Plot Date: 5/6/2022 9:25 AM© HEADWATERS ENGINEERING, INC.REVISION DATE:190 NORTHSTAR LANE, BOZEMAN, MT 59718HEADWATERSMT.NET406-581-5730PROJECT LOCATIONC-51086.017GALLATIN PARK MIXED USE350 GALLATIN PARK DRIVEDETAILSGPS01/11/2205/06/22BOZEMANMONTANAFLAGINVERTED "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 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 SUBGRADEFLOW-THRU GUTTER2.5'*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.*FLOW -THRU & CONCRETE BORDER DETAILS ADDEDGARAGE DOOR ACCESSFRONT OF BUILDING2% MAX SIDEWALK6" CONCRETE,REINFORCED W/FIBER MESH7.0'VARIES3' TO 4'RAMPVARIES*0.1' LIPCURB CUT DETAILTBCCURB FLOWLINECURB CUT DIMENSION (18" OR 24")ASPHALT PAVEMENTDRYWELLRIM=85.70BTM=79.70INV LATERALS=82.02-10' LATERALS AT 180°TO HAVE LOCKING COVER OR INTERIOR STEPS* RAMP TO BE 2.0% ORLESS IN FRONT OF MANACCESS DOORS6" SLOPE