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1:3 <br />EXISTING �' ,-1/2" R. <br />i WALK <br />i <br />V CURB ADJACENT TO LANDSCAPE <br />CURB WITHIN SIDEWALK LIMITS <br />' EXISTING <br />• , WALK <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 />B <br />PLAN VIEW <br />1" R. <br />VARIABLE <br />HEIGHT H <br />6" <br />VARIABLE <br />HEIGHT <br />H <br />6" <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: <br />11-04-2021 <br />(/I� <br />OPERATIONS DIVISION <br />V CURB INTERSECTION <br />V CURB ADJACENT TO BUILDING <br />OR BARRIER <br />4' MIN. <br />LANDING <br />6" WIDE <br />V—CURB <br />DISTANCE FROM APS PUSH <br />BUTTON TO EDGE OF SIDEWALK <br />MUST NOT EXCEED 10 INCHES <br />4" PUSH BUTTON <br />STATION POLE <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 />A-41 <br />PLAN VIEW <br />6" WIDE <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 />WA <br />SECTION A -A <br />PUSH BUTTON STATION (V-CURB) <br />CONCRETE CURB DESIGN V <br />CURB HEIGHT <br />CURB WIDTH <br />H <br />W <br /><6" <br />4" <br />26" <br />6" <br />VARIABLE <br />HEIGHT <br />H <br />6" <br />LANDING <br />RAMP <br />INSET A EXISTING <br />SIDEWALK <br />RAMP <br />O <br />LENGTH <br />TRANSITION PANEL 4® <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 />O <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 />✓ CURB SHALL BE PLACED OUTSIDE THE SIDEWALK LIMITS WHEN RIGHT OF WAY ALLOWS. <br />✓ 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 />0 ALL V CURB SHALL MATCH BOTTOM OF ADJACENT WALK. <br />O LEAVERACT USING MI MINIMUM yeTOVED OP GAPPANDION SEAL( WITH RAL PER MNDOT MNDOT APPROVEDPE A—E SI SILICONE PERSION. <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 5%,DOUBLE THE CALCULATED TRANSITION LENGTH. <br />Q5 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 />QS 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 2.0X. <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 />M1STANDARD PLAN 5-297.250 <br />MINN@SOTA <br />DEPARTMENT <br />OF <br />TRANSPORTATION <br />APPROVED: <br />▪ REVISED: <br />5 OF 6 <br />11-04-2021 <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 />I hereby certify that this plan, specrfication, or report was prepared <br />by me or under my direct supervision and that I am a duly Licensed <br />Professional Engineer under the laws of the State of Minnesota <br />Date Lic No <br />DESIGNED BY: <br />DRAWN BY: <br />JJF <br />JJF <br />DATE <br />03%21/25 <br />CHECKED BY: <br />JJF <br />FILE <br />25-03 <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 />S.A.P. 199-106-012 / S.A.P 199-107-010 <br />ALPINE DRIVE RECONSTRUCTION <br />CITY PROJECT NO. 25-03 <br />CITY OF RAMSEY, MINNESOTA <br />SHEET <br />15 <br />OF <br />84 <br />