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V CURB ADJACENT TO LANDSCAPE <br />CURB WITHIN SIDEWALK LIMITS <br />•' EXISTING <br />__• WALK <br />• <br />1/2" R. <br />V CURB ADJACENT TO LANDSCAPE <br />CURB OUTSIDE SIDEWALK LIMITS <br />6" WIDE <br />V-CURB <br />4" PEDESTAL POLE <br />(LINE UP CENTER OF POLE <br />WITH THE BACK OF V-CURB) <br />APS PUSH BUTTON <br />MOUNTING SPACERS <br />(SADDLE ADAPTORS) <br />6" WIDE <br />V-CURB <br />4' MIN. <br />LANDING <br />B— <br />PLAN VIEW <br />1" R. <br />VARIABLE <br />HEIGHT H <br />VARIABLE <br />HEIGHT <br />H <br />DISTANCE FROM APS PUSH <br />BUTTON TO EDGE OF SIDEWALK <br />MUST NOT EXCEED 10 INCHES <br />6" WIDE <br />V-CURB <br />30" X 30" SQUARE <br />PEDESTAL FOUNDATION <br />(MUST BE FLUSH WITH <br />THE SURROUNDING WALK) <br />TOP OF WALK <br />SECTION B—B <br />SIGNAL PEDESTAL & PUSH BUTTON (V-CURB) <br />REVISION: <br />APPROVED: 11-04-2021 <br />FREY/•ERKIN;� <br />OPERATIONS DIVISION <br />6" WIDE <br />V-CURB <br />V CURB INTERSECTION <br />n.ji• <br />f A� O <br />CONCRETE CURB DESIGN V <br />CURB HEIGHT <br />CURB WIDTH <br />H <br />W <br /><6" <br />4" <br />z6" <br />6" <br />V CURB ADJACENT TO BUILDING <br />OR BARRIER <br />4' MIN. <br />LANDING <br />DISTANCE FROM APS PUSH <br />BUTTON TO EDGE OF SIDEWALK <br />Ag MUST NOT EXCEED 10 INCHES <br />4" PUSH BUTTON <br />STATION POLE <br />A <br />PLAN VIEW <br />APS PUSH BUTTON <br />MOUNTING SPACERS <br />(SADDLE ADAPTORS) <br />18" WIDE CONCRETE TO <br />MATCH HEIGHT OF <br />ADJACENT 6" WIDE V-CURB <br />6" WIDE J <br />V-CURB <br />18" WIDE BY 18" LONG, <br />MIN. 12" THICK CONCRETE. <br />MODIFY THE PUSH BUTTON <br />STATION TO ALLOW A <br />SQUARE FOUNDATION. <br />TOP OF <br />WALK <br />SECTION A —A <br />PUSH BUTTON STATION (V-CURB) <br />VARIABLE <br />HEIGHT <br />H <br />6" <br />INSET A EXISTING <br />SIDEWALK <br />LANDING <br />RAMP <br />RAMP <br />I <br />— H LENGTH - H — ! <br />TRANSITION PANEL CD® <br />NOTES: <br />A WALKABLE FLARE IS AN 8-10% 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 />1.5% <br />4.5% <br />(VAR.) <br />6.0' <br />(VAR.) <br />INSET A <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 />0 END TAPERS AT TRANSITION SECTION SHALL MATCH INPLACE SIDEWALK GRADES. <br />02 ALL V CURB SHALL MATCH BOTTOM OF ADJACENT WALK. <br />03 CONSTRUCT USING APPROVED EXPANSION MATERIAL PER MNDOT TYPE A-E EXPANSION. <br />LEAVE A MINIMUM I/2 TOP GAP AND SEAL WITH MNDOT APPROVED SILICONE PER <br />MNDOT SPEC 3722. <br />04 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 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 />LEGEND <br />THESE LONGITUDINAL SLOPE RANGES SHALL BE THE STARTING POINT. IF SITE <br />CONDITIONS WARRANT, LONGITUDINAL SLOPES UP TO 8.3X OR FLATTER ARE ALLOWED. <br />(5i 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 2.0%. <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 PANEL(S)- 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 />mi <br />MINN@SOTA <br />STANDARD PLAN 5-297.250 <br />5 OF 6 <br />DEPARTMENT <br />OF <br />TRANSPORTATION <br />�oM <br />APPROVED: 11-04-2021 <br />+ REVISED: <br />PEDESTRIAN CURB RAMP DETAILS <br />THOMA RBICKI <br />STATE DES N ENGINEER <br />STATE PROJ. NO. <br />(TH ) SHEET NO. OF SHEETS <br />DATE <br />REVISION <br />DESIGNED BY: <br />DATE <br />DRAWN BY: <br />CHECKED BY: <br />RH <br />25-07 <br />Cityof <br />RAMSEY <br />CITY OF RAMSEY <br />7550 SUNWOOD DRIVE <br />RAMSEY, MN 55303 <br />(763) 427-1410 FAX (763) 433-9898 <br />MNDOT PEDESTRIAN RAMP DETAILS <br />2025 NEIGHBORHOOD OVERLAY IMPROVEMENTS <br />CITY PROJECT NO. 25-07 <br />CITY OF RAMSEY, MINNESOTA <br />SHEET <br />12 <br />OF 32 <br />SHEETS <br />