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1:3 <br />EXISTING �' 1 /2" R. <br />WALK ,,,,,,,Ai�; <br />V CURB ADJACENT TO LANDSCAPE <br />CURB WITHIN SIDEWALK LIMITS <br />EXISTING <br />WALK 1 /2" R. <br />e •d o:: 0'• o. � � f f <br />R. <br />s.. <br />.o•::.. 4<1 n <br />V CURB ADJACENT TO LANDSCAPE <br />CURB OUTSIDE SIDEWALK LIMITS <br />4' MIN. <br />LANDING <br />6" WIDE <br />V—CURB <br />1:2 <br />4" PEDESTAL POLE <br />(LINE UP CENTER OF POLE <br />WITH THE BACK OF V—CURB) <br />PLAN VIEW <br />APS PUSI- <br />MOUNTING <br />(SADDLE <br />6" WIDE <br />V—CURB <br />/ARIABLE <br />1EIGHT H <br />6„ V CURB <br />VARIABLE <br />HEIGHT <br />H <br />DISTANCE FROM APS PUSH <br />BUTTON TO EDGE OF SIDEWALK <br />MUST NOT EXCEED 10 INCHES <br />X1:2 /6" WIDE <br />V—CURB <br />30" X 30" SQUARE <br />PEDESTAL FOUNDATION <br />(MUST BE FLUSH WITH <br />THE SURROUNDING WALK) <br />SECTION B—B <br />SIGNAL PEDESTAL & PUSH BUTTON (V—CURB) <br />EXISTING <br />BUILDING <br />EXISTING <br />WALK <br />1 /2" R. <br />1" R. <br />NTERSECTION <br />• ,••e. �d a D. :Q•,�e•Q.•�:e•Q 'ii��„iiiiiiiii ii�iiii�i'v,°'/ <br />e ,• p.°' a ••�' v.v. <br />n v \ % <br />•v <br />• •s:e c O:e, e v v. • <br />K <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 />n 6" <br />4" <br />n 6" <br />6" <br />6" WIDE <br />V—CURB <br />4" PUSH BUTTON <br />STATION POLE <br />APS PUSH BL <br />MOUNTING SP. <br />(SADDLE ADAI <br />18" WIDE CONCRETE <br />MATCH HEIGHT <br />ADJACENT 6" WIDE V—Cl <br />VARIABLE <br />HEIGHT <br />H <br />4' MIN. <br />LANDING <br />DISTANCE FROM APS PUSH <br />BUTTON TO EDGE OF SIDEWALK <br />AMUST NOT EXCEED 10 INCHES <br />fl <br />u � 6" WIDE <br />V—CURB <br />18" WIDE BY 18" LONG, <br />A MIN. 12" THICK CONCRETE. <br />MODIFY THE PUSH BUTTON <br />PLAN VIEW STATION TO ALLOW A <br />SQUARE FOUNDATION. <br />SECTION A —A <br />PUSH BUTTON STATION (V—CURB) <br />9' <br />2' MIN 2° <br />4' <br />1 3' <br />I WALKABLE <br />FLARE <br />PEDESTRIAN I <br />PEDESTRIAN PA' <br />OF TRAVEL <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 />INSET A EXISTING <br />1.5% 4.5% <br />O (VAR.) <br />I <br />(VAR.) <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 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 />O1 END TAPERS AT TRANSITION SECTION SHALL MATCH INPLACE SIDEWALK GRADES. <br />O2 ALL V CURB SHALL MATCH BOTTOM OF ADJACENT WALK. <br />O3 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 />® 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 />O5 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 8.3% OR FLATTER ARE ALLOWED. <br />s 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 />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 />wsb <br />WSB PROJECT NO.: <br />016969-000 <br />SCALE: <br />AS SHOWN <br />PLAN BY: <br />SIN <br />U) <br />z <br />f_0 <br />V\Lu <br />z <br />O <br />H <br />d <br />U <br />Lu <br />w <br />W <br />Q <br />0 <br />z <br />Z <br />O} <br />W <br />U w _ <br />W Z 0� <br />W D ❑ W <br />�0�Q❑ <br />z°Q�d <br />Q - U O <br />J <br />�m=~z <br />_ � U Z <br />Lu <br />0� ❑ <br />z <br />Q m <br />= w z a- 0 <br />}aoC) <br />U <br />U- Q 5; ❑ Fu-) <br />w�wQw <br />d J = <br />U 0� 5 <br />>- OcouW <br />mm�v,0 <br />W WUJ <br />U Z co <br />_ � (IfU Q <br />0 ❑ J J <br />z <br />w <br />O <br />J <br />w <br />> <br />w <br />0 <br />w U <br />w <br />O <br />Q <br />U) <br />z <br />O <br />J <br />O <br />D <br />DESIGN BY: <br />CA <br />CHECK BY: <br />CA <br />cD <br />of <br />w <br />m <br />Q <br />U <br />w <br />U <br />Q <br />z <br />Q <br />U <br />z <br />2 <br />O <br />0 <br />U— <br />O <br />A, <br />DETAILS <br />co <br />ro <br />0 <br />v <br />0 <br />Z <br />U_ <br />J <br />0 <br />N <br />0 <br />N <br />0 <br />N <br />PEDESTRIAN CURB RAMP <br />C.P <br />016969-000 <br />SHEET <br />L7.5 <br />