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10 41 <br />1 <br />2 <br />3 <br />5 <br />NOTES: <br />END TAPERS AT TRANSITION SECTION SHALL MATCH INPLACE SIDEWALK GRADES. <br />ALL V CURB SHALL MATCH BOTTOM OF ADJACENT WALK. <br />BOND BREAKER SHALL BE USED BETWEEN EXISTING STRUCTURE AND PLACED V-CURB. <br />EDGE BETWEEN NEW V CURB AND INPLACE STRUCTURE SHALL BE SEALED AND <br />ALL V CURB CONTRACTION JOINTS SHALL MATCH CONCRETE WALK JOINTS. <br /> <br />6'' <br />W <br />1 <br />2 <br />W 2 <br />1:3 <br />4'' <br />4 <br />BUILDING <br />EXISTING1 <br />3 <br />2'' <br />V CURB ADJACENT TO LANDSCAPE <br />V CURB ADJACENT TO LANDSCAPE <br />6'' <br />6''6'' <br />CURB OUTSIDE SIDEWALK LIMITS <br />CURB WITHIN SIDEWALK LIMITS <br />V CURB INTERSECTION <br />CONCRETE CURB DESIGN V <br />H <br />CURB HEIGHT <br />W <br />CURB WIDTH <br />1'' R. <br />1'' R. <br />1'' R. <br />1/2'' R.1/2'' R. <br />WALK <br />EXISTING <br />1/2'' R. <br />1'' R. <br />H <br />HEIGHT <br />VARIABLE <br />WALK <br />EXISTING <br />1'' R. <br />WALK <br />EXISTING <br />6'' <br />6'' <br />H <br />HEIGHT <br />VARIABLE <br />HEIGHT H <br />VARIABLE <br />OR BARRIER <br />V CURB ADJACENT TO BUILDING <br />4 <br />6 EXISTING CROSS SLOPE GREATER THAN 2.0%. <br />T <br />MUST NOT EXCEED 10 INCHES <br />BUTTON TO EDGE OF SIDEWALK <br />DISTANCE FROM APS PUSH <br />4 <br />MUST NOT EXCEED 10 INCHES <br />BUTTON TO EDGE OF SIDEWALK <br />DISTANCE FROM APS PUSH <br />PUSH BUTTON STATION (V-CURB)SIGNAL PEDESTAL & PUSH BUTTON (V-CURB) <br />PLAN VIEW <br />PLAN VIEW <br />A <br />A <br />SECTION A-ASECTION B-B <br />B <br />B <br />STATION POLE <br />4" PUSH BUTTON <br />WITH THE BACK OF V-CURB) <br />(LINE UP CENTER OF POLE <br />4" PEDESTAL POLE <br />V-CURB <br />6" WIDE <br />15" <br />TOP OF WALK <br />TOP OF WALK <br />TRANSITION PANEL 5 <br />S <br />SEMI-DIRECTIONAL RAMP (3,4,9) <br />PUSH BUTTON <br />PEDESTRIAN <br />LANDING <br />RAMP <br />RAMP <br />LENGTH <br />INSET A <br />1.5% <br />INSET A <br />1:2 1:2 <br />LANDING <br />4' MIN. <br />LANDING <br />4' MIN. <br />THE SURROUNDING WALK) <br />(MUST BE FLUSH WITH <br />PEDESTAL FOUNDATION <br />30" X 30" SQUARE <br />9" <br />ADJACENT 6" WIDE V-CURB <br />MATCH HEIGHT OF <br />18" WIDE CONCRETE TO <br />T <br />V-CURB <br />6" WIDE <br />V-CURB <br />6" WIDE <br />V-CURB <br />6" WIDE <br />SQUARE FOUNDATION. <br />STATION TO ALLOW A <br />MODIFY THE PUSH BUTTON <br />MIN. 12" THICK CONCRETE. <br />18" WIDE BY 18" LONG, <br />V-CURB <br />6" WIDE <br />THE PUSH BUTTON (DEAD-END SIDEWALK) <br />WHERE THE PAR DOES NOT CONTINUE PAST <br />PRIMARILY USED FOR APS APPLICATIONS <br />PUSH BUTTON 9' FROM THE BACK OF CURB <br />3' DOME SETBACK, 4' LONG RAMP AND <br />6 <br />OF TRAVEL <br />PEDESTRIAN PATH <br />SIDEWALK <br />EXISTING <br />S <br />T <br />CONDITIONS WARRANT, LONGITUDINAL SLOPES UP TO 8.3% OR FLATTER ARE ALLOWED. <br />THESE LONGITUDINAL SLOPE RANGES SHALL BE THE STARTING POINT. IF SITE <br />AND THE CROSS SLOPE SHALL NOT EXCEED 2.0%. <br />5.0% MINIMUM AND 8.3% MAXIMUM IN THE DIRECTION SHOWN <br />INDICATES PEDESTRIAN RAMP - SLOPE SHALL BE BETWEEN <br />T <br />2.0% SLOPE IN ALL DIRECTIONS. LANDING SHALL BE FULL WIDTH OF INCOMING PARS. <br />LANDING AREA - 4' X 4' MIN. (5' X 5' MIN. PREFERRED) DIMENSIONS AND MAX <br />LEGEND <br /> <br />(SADDLE ADAPTORS) <br />MOUNTING SPACERS <br />APS PUSH BUTTON <br /> <br />(SADDLE ADAPTORS) <br />MOUNTING SPACERS <br />APS PUSH BUTTON <br />FLARE <br />WALKABLE <br />PER 1 LINEAR FOOT OF WALK. SEE THIS SHEET FOR ADDITIONAL INFORMATION. <br />RAMP TO THE EXISTING WALK CROSS-SLOPE. RATE OF TRANSITION SHOULD BE 0.5% <br />TRANSITION PANEL(S) - TO BE USED FOR TRANSITIONING THE CROSS-SLOPE OF A <br />(VAR.) <br />4.5% <br />(VAR.) <br />6.0' <br />V CURB SHALL BE PLACED OUTSIDE THE SIDEWALK LIMITS WHEN RIGHT OF WAY ALLOWS. <br />TURF OR SLOPING ADJACENT PAVEMENT IS PREFERRED. <br />WHERE RIGHT-OF-WAY ALLOWS, USE OF V CURB SHOULD BE MINIMIZED. GRADING ADJACENT <br />OF SIDEWALK ELEVATIONS. <br />V CURB NEXT TO BUILDING SHALL BE A 4" WIDTH AND SHALL MATCH PREVIOUS TOP <br />RUNNING SLOPE IS GREATER THAN 5%, DOUBLE THE CALCULATED TRANSITION LENGTH. <br />PER HALF PERCENT CROSS SLOPE. WHEN PAR WIDTH IS GREATER THAN 6' OR THE <br />THE MAX. RATE OF CROSS SLOPE TRANSITIONING IS 1' LINEAR FOOT OF SIDEWALK <br />ARE AT THE FULL CURB HEIGHT (TYPICAL SECTION). <br />TRANSITION PANELS ARE TO ONLY BE USED AFTER THE RAMP, OR IF NEEDED, LANDING <br />3'4'2'2' MIN <br />9' <br />PUSH BUTTON TRAVERSES THE FLARE. <br />ADJACENT TO A WALKABLE SURFACE, OR WHEN THE PEDESTRIAN PATH OF TRAVEL OF A <br />A WALKABLE FLARE IS AN 8-10% CONCRETE FLARE THAT IS REQUIRED WHEN THE FLARE IS <br />OPERATIONS ENGINEER <br />APPROVED: JANUARY 23, 2017 <br />REVISION: <br />STATE DESIGN ENGINEER <br />5 OF 6STANDARD PLAN 5-297.250 <br />TRANSPORTATION <br />OF <br />DEPARTMENT <br />PEDESTRIAN CURB RAMP DETAILS <br />SHEET NO. OF SHEETS(CSAH 50)CITY PROJ. NO. PW-19-0106 <br />APPROVED: <br />REVISED: <br />1-23-2017 <br /> Model:250-5 Pedestrian Curb Ramp1/15/2021Last Saved:\\hrgreen.com\HRG\Data\2018\181582\CAD\Road_Design\sheets\CD191801_spn01.dgnFile:PlotDrvr:pdf_bw_no_level_MnDOT.pltcfgPenTbl:hrg.tbl