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TAT <br />I <br />II <br />Conform at Existing Expansion Joint or <br />BCR I <br />II <br />I <br />Saw Cut and Conform <br />at Existing Weakened <br />or <br />I <br />II <br />I <br />Plane Joint or Score Mark (Typical) <br />ECR <br />- <br />- - <br />+ <br />0, <br />Retaining Curb as <br />o �w <br />necessary at back <br />edge of Sidewalk <br />00000 <br />000,7.ro <br />A <br />Place <br />Truncated Domes at <br />00000 <br />0000 <br />Curb <br />Ramp per RSP A88A <br />Parallel <br />to Road Alignment <br />000 <br />cK o o <br />0`�0°0 <br />8.33% <br />_ <br />M <br />Front Edge <br />L <br />°000 <br />(Max)0 <br />FA• <br />of Sidewalk <br />L o,, <br />k' <br />(Flowline <br />_ <br />N:3 <br />4,>S, <br />no n <br />6" Place <br />Min Turncated— <br />" _ Domes <br />Flowline — <br />— ----- <br />27. <br />5%, <br />11125IT-7 <br />Locations with existing lip shall be <br />grinded to flush transitions at <br />face of curb ramp. <br />Grinding shall take place prior to <br />installing truncated domes. <br />W 6" <br />29 <br />BCR <br />or <br />ECR <br />I II I Conform at Existing Expansion Joint or <br />I II I Saw Cut and Conform at Existing Weakened <br />I II I Plane Joint or Score Mark (Typical) <br />-- - - + <br />lace Truncated Domes at <br />a w Curb Ramp per RSP A88A <br />Parallel to Road Alignment <br />00000000 <br />000 0 <br />vo.00 A '. <br />Y000000.0 <br />000000000 <br />Retaining Curb as <br />necessary at back <br />J edge of Sidewalk <br />C) XM <br />0N. <br />mom <br />0 <br />T <br />N N <br />1:1 Typical <br />C <br />12" Typical <br />d _ Retaining Curb <br />GUTTER DETAIL AT <br />SDI LOCATIONS <br />4" (Min.) Aggregate Subbase, Class <br />4 Compact to a minimum relative <br />SECTION ASECTION A A compaction of 90% (Typical) <br />COUNTY OF SAN JOA UIN NO SCALE CONSTRUCTION DETAILS LINCOLN VILLAGE WEST STREETS RESURFACING <br />Q (Harpers Ferry Court, Herndon Place and Rutledge Way) <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED BY DATE <br />L. Ag-uilar 03/12 <br />Sheet No. <br />3 of 10 <br />