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2% MAX. CROSS SLOPE <br />SECTION A-A <br />30 <br />" <br /> <br />M <br />A <br />X <br />. <br />LANDIN <br />G <br />30 <br />" <br /> <br />M <br />A <br />X <br />. <br />8.33% <br />MAX. <br />SECTION B-B <br />HANDRAIL ON BOTH SIDES AND <br />CONTINUOUS THE FULL LENGTH OF <br />THE RAMP. REFER TO ACCESSIBLE <br />RAMP HANDRAIL DETAIL FOR <br />ADDITIONAL INFORMATION <br />GUIDE RAIL OR 2" HIGH GUIDE CURB ON EACH <br />SIDE OF A RAMP LONGER THAN 10' THAT IS NOT <br />BOUNDED BY WALL OR FENCE WHERE THERE <br />IS A VERTICAL DROP OF 4" OR MORE. REFER <br />TO ACCESSIBLE RAMP HANDRAIL DETAIL. <br />A <br />A <br />B B <br />CURB <br />8.33% MAX.8.33% MAX. <br />* INTERMEDIATE LANDING AT A CHANGE OF DIRECTION IN <br />EXCESS OF 30" SHALL BE 72 INCHES MIN. <br />** DOORS IN ANY POSITION SHALL NOT REDUCE THE MINIMUM <br />DIMENSION OF THE RAMP LANDING TO LESS THAN 42" IN ANY <br />POSITION AND SHALL NOT REDUCE THE REQUIRED WIDTH BY <br />MORE THAN 3" WHEN FULLY OPEN. <br />48 <br />" <br /> <br />M <br />I <br />N <br />. <br /> <br />( <br />6 <br />0 <br />" <br /> <br />W <br />H <br />E <br />N <br /> <br />S <br />E <br />R <br />V <br />I <br />N <br />G <br /> <br />P <br />R <br />I <br />M <br />A <br />R <br />Y <br /> <br />E <br />N <br />T <br />R <br />A <br />N <br />C <br />E <br /> <br />W/ <br /> <br />A <br />N <br /> <br />O <br />C <br />C <br />. <br /> <br />L <br />O <br />A <br />D <br /> <br />O <br />F <br /> <br />3 <br />0 <br />0 <br /> <br />O <br />R <br /> <br />M <br />O <br />R <br />E <br />) <br />BOTTOM LANDING <br />72" MIN. <br />FOR EACH RAMP <br />30" VERTICAL RISE MAX. <br />INTERMEDIATE LANDING <br />60" MIN. * <br />FOR EACH LANDING <br />30" VERTICAL RISE MAX. <br />AT <br /> <br />T <br />O <br />P <br /> <br />L <br />A <br />N <br />D <br />I <br />N <br />G <br />60 <br />" <br /> <br />M <br />I <br />N <br />. <br /> <br />* <br />* <br />8.33% <br />MAX. <br />12"12"2% MAX. CROSS SLOPE AT ALL <br />PORTIONS OF RAMPS AND <br />LANDINGS. <br />PLAN <br />60" MIN. * <br />48 <br />" <br /> <br />M <br />I <br />N <br />. <br />48 <br />" <br /> <br />M <br />I <br />N <br />. <br />48" MIN. <br />DETECTABLE WARNING <br />SURFACE: <br />CONTRASTING COLOR <br />TRUNCATED DOMES. <br />SPACING AND LAYOUT PER <br />TRUNCATED DOME DETAIL. <br />8.33% <br />MAX. <br />SECTION A-A <br />SECTION B-B <br />10% MAX. <br />SIDE FLAIRS <br />10% MAX. <br />SIDE <br />FLAIRS <br />10% <br />MAX. <br />10 <br />% <br /> <br />M <br />A <br />X <br />. <br />8. <br />3 <br />3 <br />% <br /> <br />M <br />A <br />X <br />. <br />10 <br />% <br /> <br />M <br />A <br />X <br />. <br />10% MAX.B B <br />CURB <br />PLAN <br />NOTE: <br />MAXIMUM SLOPES OF ADJOINING GUTTERS, ROAD SURFACE <br />IMMEDIATELY ADJACENT TO THE CURB RAMP, OR ACCESSIBLE <br />ROUTE, SHALL NOT EXCEED 1:20 WITHIN 4 FT. OF THE TOP AND THE <br />BOTTOM OF THE CURB RAMP. <br />A <br />A <br />2% MAX. <br />SECTION A-A <br />SECTION B-B <br />8.33% MAX.8.33% MAX. <br />CURB <br />8.33% MAX. 8.33% MAX.2% <br /> <br />M <br />A <br />X <br />. <br />RETAINING CURB IF <br />NECESSARY AT <br />SIDE WALK EDGE <br />A <br />A <br />B B <br />48 <br />" <br /> <br />M <br />I <br />N <br />. <br />48" MIN. <br />NOTE: <br />MAXIMUM SLOPES OF ADJOINING GUTTERS, ROAD SURFACE <br />IMMEDIATELY ADJACENT TO THE CURB RAMP, OR ACCESSIBLE <br />ROUTE, SHALL NOT EXCEED 1:20 WITHIN 4 FT. OF THE TOP AND THE <br />BOTTOM OF THE CURB RAMP. <br />PLAN <br />DETECTABLE WARNING <br />SURFACE: <br />CONTRASTING COLOR <br />TRUNCATED DOMES. <br />SPACING AND LAYOUT PER <br />TRUNCATED DOME DETAIL. <br />DOME SIZE: <br />BASE DIAMETER = 0.9-0.92" <br />TOP DIAMETER = 0.45-0.47" <br />DO <br />M <br />E <br /> <br />H <br />E <br />I <br />G <br />H <br />T <br />: <br />0. <br />1 <br />8 <br />- <br />0 <br />. <br />2 <br />2 <br />" <br />ELEVATION AT DOMEDOME LAYOUT PLAN <br />DOME SPACING: <br />2.3-2.4" <br />DO <br />M <br />E <br /> <br />S <br />P <br />A <br />C <br />I <br />N <br />G <br />2. <br />3 <br />- <br />2 <br />. <br />4 <br />" <br />NOTE: <br />DETECTABLE WARNING SURFACES SHALL CONTRAST VISUALLY WITH <br />ADJACENT WALKING SURFACES EITHER LIGHT-ON-DARK OR DARK-ON-LIGHT <br />BT <br />W <br />N <br />. <br /> <br />B <br />A <br />S <br />E <br />S <br />0. <br />6 <br />5 <br />" <br /> <br />M <br />I <br />N <br />. <br />12" WIDE GROOVED BORDER <br />CONCRETE SLAB <br />WALKWAY <br />1/ <br />4 <br />" <br />1/4"3/4" <br />RAMP <br />34 <br />" <br /> <br />- <br /> <br />3 <br />8 <br />" <br />27 <br />" <br /> <br />M <br />A <br />X <br />. <br />12" <br />1 - 1/2" DIAMETER AT RAILING <br />1" RADIUS AT <br />ALL <br />CORNERS, <br />TYP. <br />RAMP LANDING <br />FREESTANDING HANDRAIL ELEVATION <br />NOTE: <br />HANDRAILS MAY BE <br />WALL MOUNTED PER <br />THE REQUIREMENTS <br />OF THE ACCESSIBLE <br />HANDRAIL <br />REQUIREMENTS <br />DETAIL. <br />12" <br />2" <br /> <br />M <br />I <br />N <br />. <br /> <br />C <br />U <br />R <br />B <br />4" MAX. <br />CONCRETE <br />GUIDE CURB <br />RAMP <br />GUIDE RAIL <br />GUIDE RAIL OR CURB <br />GUIDE OPTIONS: CONCRETE CURB OR GUIDE RAIL <br />THESE PLANS ARE FOR REVIEW ONLY AND NOT FOR CONSTRUCTION UNLESS THEY <br />INCLUDE THE STAMP AND SIGNATURE OF ARCHITECT/ENGINEER AND THE <br />APPROVAL OF THE APPROPRIATE GOVERNMENT AGENCY <br />C-38176 <br />MARC A. <br />ABDELSAYED <br />RENEWAL <br />DATE <br />LICENSED A RCHITECT <br />STATE OF C ALIFORNIA <br />07/31/2025 <br />Scale <br />Date <br />Drawn By <br />Checked By <br />Project Number <br />REVISIONS <br />JOB SITE: <br />PLAN: <br />PHONE: <br />PLAN CHECK / JOB NO. <br />50 S De Lacey Ave. Unit #210 <br />Pasadena, CA 91105 <br />(760) 673-6837 <br />(760) 673-2550 <br />info@369architects.com <br />As indicated <br />4/ <br />9 <br />/ <br />2 <br />0 <br />2 <br />5 <br /> <br />3 <br />: <br />2 <br />4 <br />: <br />4 <br />4 <br /> <br />P <br />M <br />TYP. PEDESTRIAN <br />ACCESSIBILITY <br />DETAILS <br />1414 W EDINGER AVE, SANTA <br />ANA, CA 92704 <br />CA <br />N <br />A <br />M <br /> <br />D <br />E <br />N <br />T <br />A <br />L <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />Checker <br />J.F. <br />03/27/25 <br />24001 <br />1/4" = 1'-0"1 STRAIGHT RUN RAMP DETAIL <br />1/4" = 1'-0"2 SIDEWALK CURB-CUT RAMP DETAIL <br />1/4" = 1'-0"3 <br />CURB-CUT RAMP DETAILS AT <br />SIDEWALK LESS THEN 60" IN WIDTH1 <br />3" = 1'-0"4 TRUNCATED DOME DETAIL <br />3" = 1'-0"5 GROOVE DETAIL <br />1/2" = 1'-0"6 ACCESSIBLE RAMP HANDRAIL <br />No. Description Date