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xISTING <br />ALK <br />VARIABLE <br />HEIGHT H <br />6" <br />V CURB ADJACENT TO LANDSCAPE <br />CURB WITHIN SIDEWALK LIMITS <br />EXISTING <br />WALK <br />VARIABLE <br />HEIGHT <br />H <br />6 <br />V CURB ADJACENT TO LANDSCAPE <br />CURB OUTSIDE SIDEWALK LIMITS <br />4' MIN. <br />LANDING <br />DISTUSH <br />B B TTON TO LEDGE OOF SID yyPyyALK <br />6" WIDE MUST NOT EXCEED 10 ICHES <br />V-CURB � <br />4" PEDESTAL POLE J <br />(LINE UP CENTER OF POLE <br />WITH THE BACK OF V-CURB) <br />a <br />W <br />% T <br />W I. <br />Q <br />PS PUSH BUTTON <br />W <br />MOUNTING SPACERS <br />ADAPTORS) <br />(SADDLE <br />W <br />M � 2 <br />W <br />6" IDE <br />V-C RB <br />O j a <br />1�/6" WIDE <br />V-CURB <br />B�f 30" x 30" SQUARE <br />P DESTAL FOUNDATION <br />O4OUNDATION <br />THE <br />SSURROUryDING WALK) <br />H WITH <br />PLAN VIEW <br />15" <br />TOP OF <br />SECTION B-B <br />SIGNAL PEDESTAL & PUSH BUTTON (V-CURB) <br />W W <br />REVISION: <br />2 2 <br />LLJ <br />APPR VED:JANUARY 23.2017 <br />W <br />� � <br />OPERATIONS ENGII�ER <br />112" R. <br />R <br />i.VI„R <br />V CURB INTERSECTION <br />1 EXISTING <br />BUILDING <br />XISTING <br />ALK 3 <br />•,6 a ° .: ;.. VARIABLE <br />HEIGHT <br />y is 2 <br />A <br />V CURB ADJACENT TO BUILDING <br />OR BARRIER <br />CONCRETE CURB DESIGN V <br />CURB HEIGHT <br />H <br />CURB WIDTH <br />W <br /><6' <br />4' <br />t 6' <br />6' <br />4' MIN. <br />LANDING <br />DISTANCE FROM APS PUSH <br />6" WIDE BUTTON TO EDGE OF SID ALK <br />V-CURB A MUST NOT EXCEED 10 1 HES <br />6" WIDE <br />V-CURB <br />4" PUSH UTTON <br />STATIO� POLE �IDE BY 18" �ONG, <br />A 1 2" THICK CO CRET . <br />0 IFY THE PUSHBUTTON <br />PLAN VIEW SQUARENFOUNDAT�ON A <br />PS PUSH BU <br />OUNTING SPj <br />(SADDLE ADAF <br />18" W,1DE CONCRETE <br />MATCH HEIGHT <br />ADJACENT 6" WIDE V-CI <br />SECTION A -A <br />PUSH BUTTON STATION (V-CURB) <br />9' <br />2' MIN <br />PF(1FSTRTAN <br />SEMI -DIRECTIONAL RAMP (3,4,9) <br />3-DOME SETBACK.4'LONG RAMP AND <br />PUSH BUTTON 9'FROM THE BACK OF CURB <br />PRIMARILY USED FOR APS APPLICATIONS <br />WHERE THE PAR DOES NOT CONTINUE PAST <br />THE PUSH BUTTON (DEAD-END SIDEWALK) <br />Mo., <br />!o <br />0 <br />OF TM��� STATE DESIGN ENGINEER <br />FLARE ABLE <br />PEDESTRIAN PATH <br />- - OF TRAVEL <br />INSET A EXISTING <br />SIDEWALK <br />LANDING RAMPi O O 11 <br />RAMP I — LEIS-i- <br />F--—-—-—-—-—- — - — - —i <br />I <br />I ' <br />1.5% 4.5% � <br />I (VAR.) <br />I � <br />6.0' I <br />-- - —- —- (VAR—) -— - —- —- <br />� <br />INSET A <br />TRANSITION PANEL O® <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 Or TRAVEL OF A <br />PUSH BUTTON TRAVERSES THE FLARE. <br />ALL V CURB CONTRACTION JOINTS SHALL MATCH CONCRETE WALK JOINTS. <br />HERE RIGHT-OF-WAY ALLO S.USE OF V CURB SHOULD BE MINIMIZED. GRADING ADJACENT <br />URF 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 />1Q END TAPERS AT TRANSITION SECTION SHALL MATCH INPLACE SIDEWALK GRADES. <br />Q2 ALL V CURB SHALL MATCH BOTTOM OF ADJACENT WALK. <br />Q3 EDGE BETWEEN NEW V CURB AND INPLACE STRUCTURE SHALL BE SEALED AND <br />BOND BREAKER SHALL BE USED BETWEEN EXISTING STRUCTURE AND PLACED V-CURB. <br />4Q THE MAX. RATE OF CROSS SLOPE TRA11S1T10NING IS ]'LINEAR FOOT OF SIDEWALK <br />PER HALF PERCENT CROSS SLOPE. IHEN PAR WIDTH IS GREATER THAN 6' OR THE <br />RUNNING SLOPE IS GREATER THAN 5%.DOUBLE THE CALCULATED TRANSITION LENGTH. <br />Q5 TRANSITION PANELS ARE TO ONLY BE USED AFTER THE RAMP. OR 1F NEEDED. LANDING <br />ARE AT THE FULL CURB HEIGHT (TYPICAL SECTION). <br />© EXISTING CROSS SLOPE GREATER THAN 2.0%. <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 />TINDICATES PEDESTRIAN RAMP - S OPE SHALL BE BETWEEN <br />5.0% MINIMUM AND 8.3% MAXIMU►,� 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) DIME SIONS AND MAX <br />2.0% SLOPE IN ALL DIRECTIONS. LANDING SHALL BE FULL VIDTH OF INCOMING PARS. <br />O 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 />REVISED: I PEDESTRIAN CURB RAMP DETAILS <br />APPROVED, STANDARD PLAN 5-297.250 (SHEET 5 OF 6) <br />1-23 -2017 SHEET N0. IO of 25 <br />