Agenda - Council - 05/27/2025 - Laserfiche WebLink

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WALKABLE FLARE WALKABLE SURFACE LANDING 8-10% ONCRETE FLARE RAMP 8 10% CONCRET FLARE WALKABLE FLARE WALKABLE SURFACE PAVED FLARES ADJACENT TO WALKABLE SURFACE NON -WALKABLE SURFACE 8-10% CONCRETE FLARE LANDING RAMP NON -WALKABLE SURFACE 8-10% CONCRETE FLARE 1' MINIMUM f PAVED FLARES ADJACENT TO NON —WALKABLE SURFACE NON -WALKABLE / SURFACE / / /8-10% / GRADED / FLARE LANDING RAMP \ NON -WALKABLE \ SURFACE 8 10%\\ GRADED \ FLARE \ I ® CURB DESIGN V SEE PEDESTRIAN APPROACH NOSE DETAIL NON -WALKABLE SURFACE GRADED FLARES LANDING RAMP CURB DESIGN V SEE PEDESTRIAN APPROACH NOSE DETAIL NON -WALKABLE SURFACE RETURNED CURB ® TYPICAL SIDE TREATMENT OPTIONS ® OD REVISION: APPROVED: 11-04-2021 FREY/•ERKIN�� OPERATIONS DIVISION '94CA- OF MATCH\HT CoCUR R9 CURB TAPE-Fe 3" MINIMUM CURB HEIGHT.4" PREFERRED (MEASURED AT FRONT FACE OF CURB) FOR A MIN.6" LENGTH (MEASURED ALONG FLOW LINE) 1/2" R. TURF OR CONCRETE CURB Z APt R DETECTABLE EDGE WITH CURB AND GUTTER EDGE OF ROAD EDGE OF ROAD MATCH INPLACE CURB HEIGHT 0 0 CURB RADIAL DETECTABLE WARNING RECTANGULAR DETECTABLE WARNING TURF OR CONCRETE DETECTABLE EDGE WITHOUT CURB AND GUTTER S�l��/� frr�r�r rf/////, 6" h VAR. 4" SECTION A -A 3" SECTION B-B TOP OF GUTTER TOP OF SIDEWALK CURB DESIGN V CURB & GUTTER PEDESTRIAN APPROACH NOSE DETAIL (FOR RETURNED CURB SIDE TREATMENT) BACK OF S PPER NOTES: INTERMEDIATE CURB HEIGHTS TAPER SHALL RISE AT 8-10% TO A MINIMUM 3 INCH CURB HEIGHT. INCREASE CURB TAPER LENGTH AT LESS THAN 8% OR REDUCE INTERMEDIATE CURB HEIGHT TO 2* INCHES IF NECESSARY TO MATCH ADJACENT BOULEVARD OR SIDEWALK GRADES. SEE STANDARD PLATE 7038 AND THIS SHEET FOR ADDITIONAL DETAILS ON DETECTABLE WARNING. A WALKABLE SURFACE IS DEFINED AS A PAVED SURFACE ADJACENT TO A CURB RAMP WITHOUT RAISED OBSTACLES THAT COULD MISTAKENLY BE TRAVERSED BY A USER WHO IS VISUALLY IMPAIRED. CONCRETE FLARE LENGTHS ADJACENT TO NON -WALKABLE SURFACES SHOULD BE LESS THAN 8'LONG MEASURED ALONG THE RAMPS FROM THE BACK OF CURB. 0 0" CURB HEIGHT. SEE INSET A ON SHEET 3 OF 6. 02 FULL CURB HEIGHT. 03 SIDE TREATMENTS ARE APPLICABLE TO ALL RAMP TYPES AND SHOULD BE IMPLEMENTED AS NEEDED AS FIELD CONDITIONS DICTATE. THE ENGINEER SHALL DETERMINE THE RAMP SIDE TREATMENTS BASED ON MAINTENANCE OF BOTH ROADWAY AND SIDEWALK, ADJACENT PROPERTY CONSIDERATIONS,AND MITIGATING CONSTRUCTION IMPACTS. 04 TYPICALLY USED FOR MEDIANS AND ISLANDS. 05 WHEN NO CONCRETE FLARES ARE PROPOSED, THE CONCRETE WALK SHALL BE FORMED AND CONSTRUCTED PERPENDICULAR TO THE EDGE OF ROADWAY. MAINTAIN 3" MAX. BETWEEN EDGE OF DOMES AND EDGE OF CONCRETE. © IF NO CURB AND GUTTER IS PLACED IN RURAL SECTIONS, DETECTABLE WARNINGS SHALL BE PLACED 1' FROM THE EDGE OF BITUMINOUS ROADWAY AND/OR BITUMINOUS SHARED -USE PATH TO PROVIDE VISUAL CONTRAST. 07 ALL CONSTRUCTED CURBS MUST HAVE A CONTINUOUS DETECTABLE EDGE FOR THE VISUALLY IMPAIRED. THIS DETECTABLE EDGE REQUIRES DETECTABLE WARNINGS WHEREVER THERE IS ZERO -INCH HIGH CURB. CURB TAPERS ARE CONSIDERED A DETECTABLE EDGE WHEN THE TAPER STARTS WITHIN 3" OF THE EDGE OF THE DETECTABLE WARNINGS. AND UNIFORMLY RISES TO A 3-INCH MINIMUM CURB HEIGHT. ANY CURB NOT PART OF A CURB TAPER AND LESS THAN 3 INCHES IN HEIGHT IS NOT CONSIDERED A DETECTABLE EDGE AND THEREFORE IS NOT COMPLIANT WITH ACCESSIBILITY STANDARDS. ®DRILL AND GROUT 1 - NO. 4 12" LONG REINFORCEMENT BAR (EPDXY COATED) WITH 3" MIN. COVER. REINFORCEMENT BARS ARE NOT NEEDED IF THE APPROACH NOSE IS POURED INTEGRAL WITH THE V CURB. 09 DRILL AND GROUT 2 - NO. 4 12" LONG REINFORCEMENT BARS (EPDXY COATED) WITH 3" MIN. COVER. REINFORCEMENT BARS ARE NOT NEEDED IF THE APPROACH NOSE IS POURED INTEGRAL WITH THE CURB AND GUTTER. q2 SIDE TREATMENT EXAMPLES SHOWN ARE WHEN THE INITIAL LANDING IS APPROXIMATELY LEVEL WITH THE FULL HEIGHT CURB (I.E.6'LONG RAMP FOR 6" HIGH CURB). WHEN THE INITIAL LANDING IS MORE THAN 1" BELOW FULL HEIGHT CURB REFER TO SHEETS 1 & 2 TO MODIFY THE CURB HEIGHT TAPERS AND MAINTAIN POSITIVE BOULEVARD DRAINAGE. CONSTRUCT THESE TAPERS AT 0"-3" AT 8-10%,THEN LESS THAN 5% FROM 3" CURB TO FULL CURB HEIGHT. I1 NEAREST EDGE OF DETECTABLE WARNING SURFACES SHALL BE PLACED 12'MINIMUM TO 15'MAXIMUM FROM THE NEAREST RAIL. FOR SKEWED RAILWAYS IN NO INSTANCE SHALL THE DETECTABLE WARNING BE CLOSER THAN 12'MEASURED PERPENDICULAR TO THE NEAREST RAIL. ()WHEN PEDESTRIAN GATES ARE PROVIDED, DETECTABLE WARNING SURFACES SHALL BE PLACED ON THE SIDE OF THE GATES OPPOSITE THE RAIL,2'FROM THE APPROACHING SIDE OF THE GATE ARM. THIS CRITERIA GOVERNS OVER NOTE 13 CROSSING SURFACE SHALL EXTEND 2'MINIMUM PAST THE OUTSIDE EDGE OF WALK OR SHARED -USE PATH. I1 14 3'FOR MEDIANS AND SPLITTER ISLANDS. NOSE CAN BE REDUCED TO 2'ON FREE RIGHT ISLANDS. 15 SIDEWALK TO BE PLACED 8.75'MIN.FROM THE FACE OF CURB/PROJECTED FACE OF CURB. THIS ENSURES MIN. CLEARANCE BETWEEN THE SIDEWALK AND GATE ARM COUNTERWEIGHT SUPPORTS. 16 CONSTRUCT WITH EXPANSION MATERIAL PER MNDOT SPECIFICATION 3702 TYPES A-E. EXPANSION MATERIAL SHALL MATCH FULL HEIGHT OF ADJACENT CONCRETE. FACE OF CURB/PROJECTED FACE OF CURB PLACE DETECTABLE WARNINGS ENTIRE WALK/PATH WIDTH DETECTABLE WARNINGS 4' 8.5" CROSSING ° SURFACE • p o PEDESTRIAN GATEARM ' NEAREST RAIL DETECTABLE WARNINGS RAILROAD GATE ARM 4.5' > < 4.25� 8.75' f 15 RAILROAD CROSSING PLAN VIEW mi MINN@SOTA STANDARD PLAN 5-297.250 4 OF 6 DEPARTMENT OF TRANSPORTATION �oM APPROVED: 11-04-2021 + REVISED: PEDESTRIAN CURB RAMP DETAILS THOMA RBICKI STATE DES N ENGINEER STATE PROJ. NO. (TH ) SHEET NO. OF SHEETS DATE REVISION DESIGNED BY: DATE DRAWN BY: CHECKED BY: EE 25-07 Cityof RAMSEY CITY OF RAMSEY 7550 SUNWOOD DRIVE RAMSEY, MN 55303 (763) 427-1410 FAX (763) 433-9898 MNDOT PEDESTRIAN RAMP DETAILS 2025 NEIGHBORHOOD OVERLAY IMPROVEMENTS CITY PROJECT NO. 25-07 CITY OF RAMSEY, MINNESOTA SHEET 11 OF 32S