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EXHIBIT C <br /> ASPHALT CONCRETE SPEED CUSHION DETAILS <br /> 03 <br /> 78" <br /> 13.25" 51.51, 13.25" <br /> TA SEE NOTE <br /> 0.2511 <br /> 13.25": <br /> .13.25" <br /> SECTION A-A <br /> co 9� <br /> 13 <br /> ,25" <br /> 24"-- 32" 24" <br /> cli <br /> SEE NOTE 1--- <br /> i--3"±0.25" <br /> SECTION B-B <br /> TYPICAL 54' STREET LAYOUT CURB TO CURB <br /> L) <br /> 0 <br /> 54' '1 <br /> 27' CL 2T <br /> 78" 78" 78" 78" 78" <br /> C) <br /> co <br /> 45 <br /> OD <br /> OD <br /> co <br /> 42.. 4 <br /> SEE NOTE 4 <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 /> 4. TWO&DIAMONDS ARE TYPICALLY CUT FROM ONE 12'HOV DIAMOND. <br /> N.T.S. SPEED CUSHION <br /> FIGURE A-9b <br /> Sept. 24. 2009 <br /> G:\PW\priv\Public Works\Acad\DRAIMNGS\chayson\Tmfric Calming\figA-9b—spead—cushion-dwg <br />