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N <br />z <br />25 <br />z <br />34.09 <br />�0 <br />i <br />T <br />w <br />I.E. OUT=128.65 <br />J <br />133.90 <br />133.71 <br />134.10 <br />CB 32 <br />RIM=133.36 <br />JLV <br />133.91 <br />GRADING NOTES: <br />A. ASPHALT TO DRAIN AS SHOWN ON SHEET A-1. <br />B. CANOPY DRAINS TO BE CONNECTED TO EXISTING STORM <br />SEWER AS SHOWN. <br />C. CONTRACTOR TO VERIFY EXISTING ELEVATIONS PRIOR TO <br />STARTING WORK. <br />D. SEE SHEET A-1 FOR CONCRETE SLOPING &.CONTROL JOINT <br />PLACEMENT. <br />LEGEND: <br />X XXX -XX - EXISTING GRADE ELEVATION <br />XXX.XX - PROPOSED GRADE ELEVATION <br />TC .XX - TOP OF CURB ELEVATION <br />BC XXX XX - BOTTOM OF CURB ELEVATION <br />TI XXX.XX <br />- TOP OF ISLAND ELEVATION <br />M <br />XXX.XX <br />-CONCRETE MAT ELEVATION <br />F <br />XXX.XX <br />- TOP OF CANOPY FOOTER <br />ELEVATION <br />INV X.XX - INVERT ELEVATION <br />CRITICAL ELEVATIONS <br />TOP OF CANOPY FOUNDATIONS: <br />131.00 <br />CANOPY COLUMN DRAIN INVERTS: <br />132.85 <br />UNDERSIDE OF CANOPY FASCIA: <br />151.00 <br />TOP OF TANK: <br />128.00 <br />20 0 10 20 <br />1 INCH = 10 FEET <br />=o��� <br />zoom. <br />°Qo <br />o�ww3 <br />z <br />a�ua� <br />Nd <br />Z <br />®0 <br />2z <br />®W <br />�W <br />Z <br />OZ <br />W <br />SCALE: <br />1. = 10'-0.. <br />DRAWN BY: <br />GLZ <br />DATE: <br />1/2512015 <br />PROJECT NO <br />CA -1098 <br />DRAWING NO. <br />C-3 <br />��� <br />o <br />m <br />m <br />n <br />�o <br />n <br />in <br />a <br />=o��� <br />zoom. <br />°Qo <br />o�ww3 <br />z <br />a�ua� <br />Nd <br />Z <br />®0 <br />2z <br />®W <br />�W <br />Z <br />OZ <br />W <br />SCALE: <br />1. = 10'-0.. <br />DRAWN BY: <br />GLZ <br />DATE: <br />1/2512015 <br />PROJECT NO <br />CA -1098 <br />DRAWING NO. <br />C-3 <br />