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EXHIBIT B <br /> ASPHALT CONCRETE SPEED CUSHION DETAILS <br /> 78" ► <br /> -- 51.5" <br /> SEE <br /> 24 NOTE <br /> A A N0.1 - <br /> L � – — <br /> 80, I SECTION A-A <br /> 13.25"I 13.25" <br /> L _ <br /> 32" <br /> 24" <br /> SEE <br /> NOTE <br /> NO.1 <br /> 1 1 3"±0.25" <br /> SECTION B-B <br /> TYPICAL 40' ROAD LAYOUT - CURB TO CURB <br /> FOC CI L FOC <br /> 78" 78" 78" 78" <br /> 80" i -- I 80" -- 80" 80F- - - A,-I L - - J L-33.6" 33.6" 33.6" 33.6" 33.6" <br /> NOTES: <br /> 1. MAXIMUM STEP OF TRANSITION FROM PAVEMENT TO RAMP IS 0.5". <br /> 2. NUMBER OF SPEED CUSHION MODULES VARY BETWEEN 3 AND 5 BASED ON STREET WIDTH. <br /> 3. WIDTH BETWEEN SPEED CUSHION MODULES VARY BASED ON STREET WIDTH. <br /> N.T.S SPEED CUSHION <br /> FIGURE A-9a <br /> Jan 13, 2010 <br /> G:\PW\priv\Public Works\Asad\DRAWINGS\chayson\Traffic Calming\figA—go_speed_cushion.dwg <br />