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TRANSITION PANEL <br />CONCRETE CURB DESIGN V <br />V CURB INTERSECTION <br />0 <br />Z <br />0 <br />J <br />0 <br />m <br />0 CC <br />W <br />Z cC <br />uJ < <br />U <br />Q cc <br />p0 zz <br />a �Z <br />srQ <br />0 J <br />0 <br />U <br />CURB OUTSIDE SIDEWALK LIMITS <br />BE MINIMIZED. GRADING ADJACENT <br />V CURB SHALL BE PLACED OUTSIDE THE SIDEWALK LIMITS WHEN RIGHT OF WAY ALLOWS. <br />V CURB NEXT TO BUILDING SHALL BE A 4" WIDTH AND SHALL MATCH PREVIOUS TOP <br />OF SIDEWALK ELEVATIONS. <br />Oi END TAPERS AT TRANSITION SECTION SHALL MATCH INPLACE SIDEWALK GRADES. <br />0 ALL V CURB SHALL MATCH BOTTOM OF ADJACENT WALK. <br />0 CONSTRUCT USING APPROVED EXPANSION MATERIAL PER MNDOT TYPE A-E EXPANSION. <br />LEAVE A MINIMUM /Z' TOP GAP AND SEAL WITH MNDOT APPROVED SILICONE PER <br />MNDOT SPEC 3722. <br />(DTHE MAX. RATE OF CROSS SLOPE TRANSITIONING IS 1'LINEAR FOOT OF SIDEWALK <br />PER HALF PERCENT CROSS SLOPE. WHEN PAR WIDTH IS GREATER THAN 6'OR THE <br />RUNNING SLOPE IS GREATER THAN 5%,DOUBLE THE CALCULATED TRANSITION LENGTH. <br />0 TRANSITION PANELS ARE TO ONLY BE USED AFTER THE RAMP, OR IF NEEDED, LANDING <br />ARE AT THE FULL CURB HEIGHT (TYPICAL SECTION). <br />©EXISTING CROSS SLOPE GREATER THAN 2.0%. <br />Lle <br />SECTION B-B <br />0 <br />0 <br />0 <br />U <br />PUSH BUTTON STATION <br />0 <br />0 <br />0 <br />U <br />PEDESTRIAN CURB RAMP DETAILS <br />N <br />O <br />N <br />SHEET NO. <br />RECONSTRUCTION <br />MNDOT PEDESTRIAN RAMP DETAILS <br />CITY PROJECT NO. 25-02 <br />CITY OF RAMSEY, MINNESOTA <br />S.A.P. 199-104-015 <br />