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O m3V1�5 z 'ow� w- w�p a °U z w0 j -a° a w U QFz - Kw U- (7 LLO - - H p rJ W � ImowF Fo - N F - 3z -ox U a m r- r °° U r U� _ ;Ka NaL�Uw oz °¢K OU '.5- 1. ws[ wd �s Z Z�oZ /0Z /b fix, p -u>b X66 ��1s \s�ysuitl \fiMp \P� \iiNE�� \s6 ui..,o�p- �5 \ufiisaa- y \b�66 << \3of i5 \S \id \�d -,-- Nd nog, —' /u/s aM.....aau d M N e a a ° o aPiz zo Fy Rz Jw Jw� 11 c°ip w a < _ aavn3inoe u a „d1 N a 2 Q IL &° rS ” O W /,L w Saozm �\LU wl LLk ,\L61 z J. a N - Iz Iz LL ` ! Z. LL q -- - - -- ate' m�. w a3n03 nnnlNln ,s c i w _ \ \ �\h IN - _ ¢> _ _ - d s - Iz a €o - maa 3 5. Z O w ms3p "� ;fit Fz 2 z 531}1tlA & _ -Q 6 m'Me �\ W N N ,91 J> 3NIl KIN—ad -,-- Nd nog, —' /u/s aM.....aau d Oe., A7 OPTIONAL V CURB OR GRADING 52.09 MAX. 2.09 LANDING SEE STANDARD PLATE 7038, SPECIAL PROVISIONS AND DETAILS © <83% 58.39 6 3 8, SLOPES ARE DEFINED AS ABSOLUTE ELEVATION DIFFERENCE PER LENGTH OF RUN. G 20% (AS OPPOSED TO A RELATIVE SLOPE WITH RESPECT TO A CURB LINE OR CURB HEIGHT.) A P 3 ¢ 58.39 2 4X4 MINIMUM 10 z 3 IN CURB RAMP LANDINGS SHALL BE CONSTRUCTED WITHIN 15' FROM THE BACK © 58.39 520% © 52.09 58.3% © WALK OF CURB WITH 6' FROM THE BACK OF CURB BEING THE PREFERRED DISTANCE, FLARE p `� O e 583% SECONDARY CURB RAMP LANDINGS ARE REQUIRED EVERY 30" OF VERTICAL RISE 58.3% BACK OF CURB - -- 25 MINIMUM { TOP OF CURB SHALL MATCH PROPOSED ADJACENT WALK = F <83% RAMP LENGTH /F21 FLOW LINE 2 1 O5 4 1 2 OPIONAL V CUURB— GRADE. USE 6" CONCRETE FOR ALL RAMP AND LANDING AREAS l O WALKABLE SURFACE F, 4 CONTRACTOR SHALL EMPLOY APPROPRIATE METHODS FOR INTERMEDIATE GRADE l O FRONT OF GUTTER O CONTROL TO ENSURE ALL GRADE BREAKS ARE CONSTRUCTED PROPERLY. OPTIONAL V CURB — ALL GRADE BREAKS SHALL BE PERPENDICULAR TO THE DIRECTION OF 2 1 O5 4 1 2 TRAVEL /PEDESTRIAN ACCESS ROUTE. OR GRADING 2 O1 0' CURB HEIGHT. A A O2 FULL CURB HEIGHT. DIAGONAL PERPENDICULAR 52 0% sz0% Oe., V V U V V V FAN MAX. 2.0% LANDING 52.0% 0 & 0 58.3% 0 4X4' MINIMUM DEPRESSED CORNER PARALLEL OPTIONAL V CURB OR GRADING 52.09 52.0% SEE STANDARD PLATE 7038, SPECIAL PROVISIONS AND DETAILS © <83% 58.39 6 3 8, SLOPES ARE DEFINED AS ABSOLUTE ELEVATION DIFFERENCE PER LENGTH OF RUN. V V U V V V FAN MAX. 2.0% LANDING 52.0% 0 & 0 58.3% 0 4X4' MINIMUM DEPRESSED CORNER PARALLEL NOTES: SEE STANDARD PLATE 7038, SPECIAL PROVISIONS AND DETAILS ON DETECTABLE WARNING. 3 SLOPES ARE DEFINED AS ABSOLUTE ELEVATION DIFFERENCE PER LENGTH OF RUN. (AS OPPOSED TO A RELATIVE SLOPE WITH RESPECT TO A CURB LINE OR CURB HEIGHT.) A P 3 ¢ LANDINGS SHALL BE LOCATED ANYWHERE THE PEDESTRIAN ACCESS ROUTE CHANGES o J 2 DIRECTION, AND AT THE TOP OF RAMPS THAT HAVE RUNNING SLOPES GREATER THAN 59 z 3 IN CURB RAMP LANDINGS SHALL BE CONSTRUCTED WITHIN 15' FROM THE BACK © 58.39 520% © 52.09 58.3% © WALK OF CURB WITH 6' FROM THE BACK OF CURB BEING THE PREFERRED DISTANCE, OO OO p `� O e SECONDARY CURB RAMP LANDINGS ARE REQUIRED EVERY 30" OF VERTICAL RISE 52.0% ,ti� G eG 1 WHEN THE LONGITUDINAL SLOPE IS 5% OR GREATER. CONTRACTION JOINTS SHALL BE CONSTRUCTED AT ALL GRADE BREAKS. 25 MINIMUM { TOP OF CURB SHALL MATCH PROPOSED ADJACENT WALK = F <83% RAMP LENGTH /F21 NON- WALKABLE OR O5 GRADE. USE 6" CONCRETE FOR ALL RAMP AND LANDING AREAS WALKABLE SURFACE F, 4 CONTRACTOR SHALL EMPLOY APPROPRIATE METHODS FOR INTERMEDIATE GRADE J: FLARE ET.PW CONTROL TO ENSURE ALL GRADE BREAKS ARE CONSTRUCTED PROPERLY. P ALL GRADE BREAKS SHALL BE PERPENDICULAR TO THE DIRECTION OF 2 1 O5 4 1 2 TRAVEL /PEDESTRIAN ACCESS ROUTE. 2 O1 0' CURB HEIGHT. - A O2 FULL CURB HEIGHT. DIAGONAL O LESS THAN 5% PREFERRED 5 -8.37 SHOULD ONLY BE USED AFTER ALL OTHER TIERED PERPENDICULAR SLOPES HAVE BEEN CONSIDERED AND DEEMED IMPRACTICAL. - (DIAGONAL RAMPS SHOULD ONLY BE USED AFTER ALL OTHER CURB ® 1/2" PREFORMED JOINT FILLER MATERIAL AASHTO M 213. JOINT FILLER SHALL RE PLACED RAMP TYPES HAVE BEEN CONSIDERED AND DEEMED IMPRACTICAL) FLUSH WITH THE BACK OF CURB AND ADJACENT SIDEWALK. JOINT SHALL BE FREE OF DEBRIS, DOMES SHALL BE SET BACK 3' FROM THE BACK OF CURB OR EDGE OF ROADWAY. O5 SEE PEDESTRIAN ACCESS ROUTE CURB AND GUTTER DETAIL FOR INFORMATION ON CONSTRUCTING CURB AND GUTTER AT CURB OPENINGS. © 4' BY 4' MIN. LANDING WITH MAX. 2% SLOPE IN ALL DIRECTIONS. PERPENDICULAR TIERED DIAGONAL FAN PARALLEL/DEPRESSED CORNER IF RUNNING SLOPE IS LESS THAN 5.0% NO UPPER LANDING IS REQUIRED. PLAN VIEWS PLAN VIEWS ® V CURB, IF USED, SHALL BE PLACED OUTSIDE THE SIDEWALK LIMITS WHEN ROW ALLOWS. CURB OR Og DETECTABLE WARNINGS MAY BE PART OF 4' X 4' LANDING AREA IF IT IS NOT CURB OR CURB AND GUTTER VAR. 4 0 MIN RAMP RE OUIRED LANDING CURB AND GUTTER 4' 0" MIN. REQUIRED LANDING 1/a R�WAL FEASIBLE TO CONSTRUCT THE LANDING OUTSIDE OF THE DETECTABLE WARNING AREA 10 SEE TYPICAL SIDE TREATMENT OPTIONS, FOR DETAILS ON FLARES AND RETURNED CURBS, ANY VERTICAL LIP THAT OCCURS AT THE FLOW LINE MAY NOT BE GREATER THAN 1 /4 INCH�NO O4 .024FT, /FT, M AX.© SECTION A —A SECTION B —B DRAWN DY: DESIGNER: JLS R'° '' "<P`5;�„ f V cINEER `� o I (I l/ J ' E SOUT ST. JOSEPH, PEDESTRIAN CURB RAMP DETAILS FILE ND. sT. 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