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W W W <br />W <br />LANDING .:� ::::::•i W <br />4'x4' MIN ..::::::::'.; �'•.:•:::....::... <br />. <br />A :: :BROOM: - TIN15F(:'. W W W W <br />.:PAn N': :: : <br />��•� W W W W <br />W W W <br />TRUNCATED <br />DOME <br />PATTERN <br />MINIMUM 2' X <br />WIDTH, TYPICAL <br />4" CURB FACE <br />MIN. <br />1' MIN. <br />RAMP AND WING DETAIL <br />0 T <br />O ® ®® <br />® ®® 3 <br />.R. <br />0.B PM <br />MAICATED DONE RAMP l IJRE PATTERN <br />DETAIL DETAIL <br />TRUNCATED DOME PATTERN <br />(SEE NOTE #8) <br />12:1 <br />ON THE PLANS 1 50:1 <br />NO LIP <br />GUTTER t a - - J� <br />4" CONC. ON <br />1" CRUSHED ROCK <br />NOTES SECTION A — A <br />1) NO ABOVE— GROUND FACILITIES (FIRE HYDRANTS, POWER POLES, ETC.) SHALL BE PERMITTED WITHIN <br />THE RAMP AREA. <br />2) SHOULD A CONFLICT EXIST, THE RAMP SHALL BE LOCATED AS 01RECTED BY THE CITY. <br />3) CURB RAMPS AT MARKED CROSSWALKS SHALL BE WHOLLY CONTAINED WITHIN THE MARKINGS, <br />EXCLUDING ANY FLARED SIDES. <br />4) LANDINGS SHALL BE PLACED AT THE TOPS OF RAMPS. MINIMUM LANDING DIMENSIONS SHALL BE 4' x 4'. <br />5) LANDING SLOPE SHALL NOT EXCEED 50:1 IN ANY DIRECTION RELATIVE TO HORIZONTAL. <br />6) ALL RAMP SLOPES SHALL BE 12:1 OR LESS RELATIVE TO HORIZONTAL AND NO GREATER THAN 50:1 CROSS SLOPE. <br />7) THE SIDEWALK TRANSITION, IF NEEDED, TO THE LANDING SHALL NOT EXCEED 12:1 RELATIVE TO THE RUNNING <br />SLOPE OF THE SIDEWALK. HOWEVER, FOR STREET GRADES GREATER THAN 5 %, THE LENGTH OF THE <br />SIDEWALK TRANSITION SHALL NOT EXCEED 8'. <br />8) TEXTURE SURFACE SHALL BE CONSTRUCTED WITH PREFABRICATED UNITS AS SPECIFIED. TEXTURE <br />SHALL NE BE WET IMPRINTED (E.G. WITH A STAMPING TOOL). TRUNCATED DOME PATTERN SHALL <br />BE INLINE, ALIGNED IN THE DIRECTION OF THE RAMP. <br />9) NO CATCH BASINS PERMITTED WITHIN RAMPS. <br />10) FOR SETBACK SIDEWALKS, CURB RETURNS MAY BE USED INSTEAD OF WINGS. <br />11) USE CLASS 3300 CONCRETE <br />CITY OF EUGENE STANDARD DRAWING <br />SIDEWALK ACCESS RAMPS <br />SETBACK TO SETBACK <br />"° <br />"S <br />° 1 /9 4 <br />I <br />2.1 <br />T <br />CL <br />Y <br />' s <br />"P <br />E -19A <br />3 -95 <br />7 <br />CONCR <br />CONCR CAS <br />ETE CU55 <br />4 B9 <br />GNP <br />""� <br />°` °' <br />4 <br />;; <br />S:VAPVVA%CIty std1ADA _proposed ramp dwg revisionME- 19A.dwg May 29, 2003 CEVVECBM <br />OPnON& CURB RETURN <br />(SEE NOTE J10) <br />