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1:3 <br />EXISTING �1/2" R. <br />WALK <br />1/2" R <br />VARIABLE <br />HEIGHT H _ <br />1" R. <br />6" <br />V CURB INTERSECTION <br />2 <br />V CURB ADJACENT TO LANDSCAPE <br />CURB WITHIN SIDEWALK LIMITS <br />Oj 1 EXISTING <br />BUILDING <br />EXISTING- E%ISTING <br />WALK ,. ' 1/2.. R WALK. 3 <br />VARIABLE <br />HEIGHT <br />6 0 <br />V CURB ADJACENT TO LANDSCAPE V CURB ADJACENT TO BUILDING <br />CURB OUTSIDE SIDEWALK LIMITS OR BARRIER <br />MIN. <br />LANDING LANDING <br />DISTANCE FROM APS PUSH DISTANCE FROM APS PUSH <br />BUTTON TO EDGE OF SIDEWALK BUTTON TO EDGE OF SIDEWALK <br />6" WIDE MUST NOT EXCEED 1D INCHES 6" WIDE MUST NOT EXCEED 10 INCHES <br />V-CURB V-CURB A <br />1:2 1:2 6' WIDE 6'• WIDE <br />V-CURB V-CURB <br />4" PUSH BUTTON <br />STATION POLE A 18. MIN WIDE BY 18" LONG, <br />a� MIN. 12" THICK CONCRETE. <br />30" X 30" SQUARE MODIFY THE PUSH BUTTON <br />4" PEDESTAL POLE B PEDESTAL FOUNDATION PLAN VIEW STATION TO ALLOW A <br />(LINE UP CENTER OF POLE j UST BE FLUSH WITH SQUARE FDUNDATIDN. <br />WITH THE BACK OF V-CURB) THE SURROUNDING WALK) <br />PLAN VIEW <br />APS PUSH BUTTON <br />MOUNTING SPACERS - <br />(SADDLE ADAPTORS) <br />6" WIDE <br />V-CURB <br />OF <br />SECTION B-B <br />SIGNAL PEDESTAL & PUSH BUTTON (V-CURB) <br />1B" WIDE CONCRETE TO <br />MATCH HEIGHT OF <br />ADJACENT 6" WIDE V-CURB <br />SECTION A -A <br />PUSH BUTTON STATION (V-CURB) <br />CONCRETE CURB DESIGN V <br />CURB HEIGHT <br />H <br />CURB WIDTH <br />W <br />< 6" <br />4" <br />z 6" <br />6" <br />VARIABLE <br />HEIGHT <br />H <br />INSET A EXISTING <br />SIDEWALK <br />F-_—_—_ ------- <br />LANDING RAMP O <br />RAMP \ i— I— LENGTH <br />TRANSITION PANEL ®® <br />4.SR <br />1.SR O (VAR.) <br />T <br />6.0' <br />------- (VAR_) _—_—_—_J <br />NOTES: INSET A <br />A WALKABLE FLARE IS AN B-10R CONCRETE FLARE THAT IS REQUIRED WHEN THE FLARE IS <br />ADJACENT TO A WALKABLE SURFACE, OR WHEN THE PEDESTRIAN PATH OF TRAVEL OF A <br />PUSH BUTTON TRAVERSES THE FLARE. <br />ALL V CURB CONTRACTION JOINTS SHALL MATCH CONCRETE WALK JOINTS. <br />WHERE RIGHT-OF-WAY ALLOWS, USE OF V CURB SHOULD BE MINIMIZED. GRADING ADJACENT <br />TURF OR SLOPING ADJACENT PAVEMENT IS PREFERRED. <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 />Q2 ALL V CURB SHALL MATCH BOTTOM OF ADJACENT WALK. <br />Q3 CONSTRUCT USING APPROVED EXPANSION MATERIAL PER MNDOT TYPE A-E EXPANSION. <br />LEAVE A MINIMUM 1/2" TOP GAP AND SEAL WITH MNDOT APPROVED SILICONE PER <br />MNDOT SPEC 3722. <br />® THE 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 57, DOUBLE THE CALCULATED TRANSITION LENGTH. <br />Q 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.OR. <br />LEGEND <br />THESE LONGITUDINAL SLOPE RANGES SHALL BE THE STARTING POINT. IF SITE <br />CONDITIONS WARRANT, LONGITUDINAL SLOPES UP TO 8.3% OR FLATTER ARE ALLOWED. <br />(5� INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE BETWEEN <br />5.0% MINIMUM AND 8.3% MAXIMUM IN THE DIRECTION SHOWN <br />AND THE CROSS SLOPE SHALL NOT EXCEED 2.OY> <br />LANDING AREA - 4' X 4' MIN. (5' X 5' MIN. PREFERRED) DIMENSIONS AND MAX <br />2.0% SLOPE IN ALL DIRECTIONS. LANDING SHALL BE FULL WIDTH OF INCOMING PARS. <br />Q TRANSITION PANELS) - TO BE USED FOR TRANSITIONING THE CROSS -SLOPE OF A <br />RAMP TO THE EXISTING WALK CROSS -SLOPE. RATE OF TRANSITION SHOULD BE 0.5% <br />PER 1 LINEAR FOOT OF WALK. SEE THIS SHEET FOR ADDITIONAL INFORMATION. <br />