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FACE OF CURB/PROJECTED <br />FACE OF CURB <br />PLACE DETECTABLE <br />WARNINGS ENTIRE <br />WALK/PATH WIDTH <br />WALKABLE <br />FLARE <br />WALKABLE <br />SURFACE <br />LANDING <br />8-10% <br />ONCRETE <br />FLARE <br />RAMP <br />8-10% <br />ONCRET <br />FLARE <br />WALKABLE <br />FLARE <br />WALKABLE <br />SURFACE <br />PAVED FLARES <br />ADJACENT TO WALKABLE SURFACE <br />NON -WALKABLE <br />SURFACE <br />8-10% <br />CONCRETE <br />FLARE <br />LANDING <br />RAMP <br />NON -WALKABLE <br />SURFACE <br />8-10% <br />CONCRETE <br />FLARE 1' MINIMUM <br />PAVED FLARES <br />ADJACENT TO NON -WALKABLE SURFACE <br />LANDING <br />i <br />NON -WALKABLE / <br />SURFACE / <br />/8-10A / <br />/ GRADED <br />/ FLARE <br />RAMP <br />\ NON -WALKABLE <br />\ SURFACE <br />8-10%\\ <br />GRADED \ <br />FLARE \ <br />CURB DESIGN V <br />SEE PEDESTRIAN <br />APPROACH NOSE <br />DETAIL <br />NON -WALKABLE <br />SURFACE <br />GRADED FLARES <br />LANDING <br />RAMP <br />CURB DESIGN V <br />SEE PEDESTRIAN <br />APPROACH NOSE <br />DETAIL <br />NON -WALKABLE <br />SURFACE <br />RETURNED CURB ® <br />TYPICAL SIDE TREATMENT OPTIONS ®3 ©( <br />REVISION: <br />APPROVED: 11-04-2021 <br />FRET/'ERKINS <br />OPERATIONS DIVISION <br />84Ck <br />OF <br />CURB <br />C(jR@ <br />MATCH INPLACE <br />CURB HEIGHT <br />TgpFR <br />3" MINIMUM CURB HEIGHT,4" PREFERRED <br />(MEASURED AT FRONT FACE OF CURB) <br />FOR A MIN.6" LENGTH (MEASURED ALONG FLOW LINE) <br />1/2" R. <br />TURF OR <br />CONCRETE <br />• <br />• <br />C�Rg TAPER <br />DETECTABLE EDGE WITH <br />CURB AND GUTTER <br />EDGE OF <br />ROAD <br />EDGE OF <br />ROAD <br />MATCH INPLACE <br />CURB HEIGHT <br />RADIAL DETECTABLE WARNING RECTANGULAR DETECTABLE WARNING <br />TURF OR <br />CONCRETE <br />6" <br />DETECTABLE EDGE WITHOUT CURB AND GUTTER <br />VAR. <br />4", <br />SECTION A -A <br />SECTION B-B <br />TOP OF GUTTER <br />7" <br />TOP OF SIDEWALK <br />CURB <br />DESIGN V <br />B <br />A <br />CURB & <br />GUTTER <br />B <br />A <br />PEDESTRIAN APPROACH <br />NOSE DETAIL <br />(FOR RETURNED CURB <br />SIDE TREATMENT) <br />00( <br />OF <br />NOTES: <br />INTERMEDIATE CURB HEIGHTS TAPER SHALL RISE AT 8-10% TO A MINIMUM 3 INCH CURB HEIGHT. INCREASE CURB TAPER <br />LENGTH AT LESS THAN 8% OR REDUCE INTERMEDIATE CURB HEIGHT TO 2+ INCHES IF NECESSARY TO MATCH <br />ADJACENT BOULEVARD OR SIDEWALK GRADES. <br />SEE STANDARD PLATE 7038 AND THIS SHEET FOR ADDITIONAL DETAILS ON DETECTABLE WARNING. <br />A WALKABLE SURFACE IS DEFINED AS A PAVED SURFACE ADJACENT TO A CURB RAMP WITHOUT <br />RAISED OBSTACLES THAT COULD MISTAKENLY BE TRAVERSED BY A USER WHO IS VISUALLY IMPAIRED. <br />CONCRETE FLARE LENGTHS ADJACENT TO NON -WALKABLE SURFACES SHOULD BE LESS THAN 8'LONG MEASURED ALONG THE <br />RAMPS FROM THE BACK OF CURB. <br />10 0" CURB HEIGHT. SEE INSET A ON SHEET 3 OF 6. <br />RAILROAD <br />GATE ARM <br />DETECTABLE <br />WARNINGS <br />4' 8.5" <br />CROSSING ° <br />SURFACE ° 7 <br />PEDESTRIAN <br />GATEARM I <br />8.75' <br />15 <br />\AD <br />(o) <br />NEAREST <br />RAIL <br />DETECTABLE , <br />WARNINGS <br />RAILROAD CROSSING <br />PLAN VIEW <br />• FULL CURB HEIGHT. <br />0 SIDE TREATMENTS ARE APPLICABLE TO ALL RAMP TYPES AND SHOULD BE IMPLEMENTED AS NEEDED AS FIELD <br />CONDITIONS DICTATE. THE ENGINEER SHALL DETERMINE THE RAMP SIDE TREATMENTS BASED ON MAINTENANCE <br />OF BOTH ROADWAY AND SIDEWALK, ADJACENT PROPERTY CONSIDERATIONS,AND MITIGATING CONSTRUCTION IMPACTS. <br />® TYPICALLY USED FOR MEDIANS AND ISLANDS. <br />QS WHEN NO CONCRETE FLARES ARE PROPOSED, THE CONCRETE WALK SHALL BE FORMED AND CONSTRUCTED <br />PERPENDICULAR TO THE EDGE OF ROADWAY. MAINTAIN 3" MAX. BETWEEN EDGE OF DOMES AND EDGE OF CONCRETE. <br />• IF NO CURB AND GUTTER IS PLACED IN RURAL SECTIONS, DETECTABLE WARNINGS SHALL BE PLACED 1' FROM <br />THE EDGE OF BITUMINOUS ROADWAY AND/OR BITUMINOUS SHARED -USE PATH TO PROVIDE VISUAL CONTRAST. <br />7O ALL CONSTRUCTED CURBS MUST HAVE A CONTINUOUS DETECTABLE EDGE FOR THE VISUALLY IMPAIRED. THIS DETECTABLE <br />EDGE REQUIRES DETECTABLE WARNINGS WHEREVER THERE IS ZERO -INCH HIGH CURB. CURB TAPERS ARE CONSIDERED A <br />DETECTABLE EDGE WHEN THE TAPER STARTS WITHIN 3" OF THE EDGE OF THE DETECTABLE WARNINGS. AND UNIFORMLY RISES <br />TO A 3-INCH MINIMUM CURB HEIGHT. ANY CURB NOT PART OF A CURB TAPER AND LESS THAN 3 INCHES IN HEIGHT IS NOT <br />CONSIDERED A DETECTABLE EDGE AND THEREFORE IS NOT COMPLIANT WITH <br />ACCESSIBILITY STANDARDS. <br />©DRILL AND GROUT 1- NO. 4 12" LONG REINFORCEMENT BAR (EPDXY COATED) WITH 3" MIN. COVER. <br />REINFORCEMENT BARS ARE NOT NEEDED IF THE APPROACH NOSE IS POURED INTEGRAL WITH THE V CURB. <br />O9 DRILL AND GROUT 2 - NO. 4 12" LONG REINFORCEMENT BARS (EPDXY COATED) WITH 3" MIN. COVER. REINFORCEMENT <br />BARS ARE NOT NEEDED IF THE APPROACH NOSE IS POURED INTEGRAL WITH THE CURB AND GUTTER. <br />©0 SIDE TREATMENT EXAMPLES SHOWN ARE WHEN THE INITIAL LANDING IS APPROXIMATELY LEVEL WITH THE FULL HEIGHT CURB <br />(I.E.6'LONG RAMP FOR 6" HIGH CURB). WHEN THE INITIAL LANDING IS MORE THAN 1" BELOW FULL HEIGHT CURB REFER TO <br />SHEETS 1 & 2 TO MODIFY THE CURB HEIGHT TAPERS AND MAINTAIN POSITIVE BOULEVARD DRAINAGE. CONSTRUCT THESE <br />TAPERS AT 0"-3" AT 8-10%,THEN LESS THAN 5% FROM 3" CURB TO FULL CURB HEIGHT. <br />11 NEAREST EDGE OF DETECTABLE WARNING SURFACES SHALL BE PLACED 12'MINIMUM TO 15' MAXIMUM FROM THE NEAREST <br />RAIL. FOR SKEWED RAILWAYS IN NO INSTANCE SHALL THE DETECTABLE WARNING BE CLOSER THAN 12' MEASURED <br />PERPENDICULAR TO THE NEAREST RAIL. <br />©WHEN PEDESTRIAN GATES ARE PROVIDED, DETECTABLE WARNING SURFACES SHALL BE PLACED ON THE SIDE OF THE GATES <br />OPPOSITE THE RAIL,2'FROM THE APPROACHING SIDE OF THE GATE ARM. THIS CRITERIA GOVERNS OVER NOTE <br />©CROSSING SURFACE SHALL EXTEND 2'MINIMUM PAST THE OUTSIDE EDGE OF WALK OR SHARED -USE PATH. .2 <br />® 3'FOR MEDIANS AND SPLITTER ISLANDS. NOSE CAN BE REDUCED TO 2'ON FREE RIGHT ISLANDS. <br />©SIDEWALK TO BE PLACED 8.75'MIN.FROM THE FACE OF CURB/PROJECTED FACE OF CURB. THIS ENSURES MIN. CLEARANCE <br />BETWEEN THE SIDEWALK AND GATE ARM COUNTERWEIGHT SUPPORTS. <br />©CONSTRUCT WITH EXPANSION MATERIAL PER MNDOT SPECIFICATION 3702 TYPES A-E. <br />EXPANSION MATERIAL SHALL MATCH FULL HEIGHT OF ADJACENT CONCRETE. <br />ri1i'i STANDARD PLAN 5-297.250 4 OF 6 <br />MINN@SOTA <br />DEPARTMENT <br />OF <br />TRANSPORTATION <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 />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 />14 <br />OF <br />84 <br />