PLAN VIEW 2% MAX. SLOPE 6 TYPE II AGG. BASE MIN. …

1 'DRIVEWAY WIDTH ' ' ' (MIN.)SIDEWALKMINIMUM2% " EXPANSIONJOINT12" EXPANSION JOINT2% ELEV= " TYPE II AGG. BASEFC ELEV= ELEV= ELEV= ELEV= MAX. ' ' 'AAPLAN VIEWSECTION A-A6" CONC. SIDEWALK(SEE NOTE 3)REINFORCING(SEE NOTE 1)NOTE: ELEVATIONS SHOWN ARE TYPICALTRANSITIONCURBTRANSITIONCURBL-TYP ECURB &GUTTERL-TYPECURB & APPROVEDRUNIFORM STANDARD DRAWINGSCLARK COUNTY AREACOMMERCIAL AND INDUSTRIALDRIVEWAY (OPTION A)SPECIFICATION REFERENCEAGGREGATE BASECONCRETECONCRETE STRUCTURESREINFORCING STEELJOINT 4 BARS AT 16" BOTH WAYS EXTENDING INTO GUTTER.

2 NO. 4 BARS SHALL BE PLACED 3" ABOVE BOTTOM OFCONCRETE SUPPORTED BY NON-FERROUS CHAIRS APPROVED BY THE CONSTRUCTING DRIVEWAY WHERE CURB AND GUTTER EXISTS, COMPLETELY REMOVE INTERFERINGPORTIONS OF EXISTING CURB AND GUTTER. DRIVEWAY SHALL BE MONOLITHIC TO THICKNESS FOR INDUSTRIAL USE SHALL BE 8" PLANE JOINTS SHALL BE EQUALLY SPACED AT 15' MAX. INTERVALS, SEE STANDARD DRAWING NO. UTILITY BOXES AND COVERS ADJACENT TO R-TYPE CURB SHALL BE ALLOWED AT DRIVEWAY ACCESS ROUTE SHALL HAVE A CROSS SLOPE NO GREATER THAN 2%, REGARDLESS OF 05-21-20 DWG.

3 NO. 224