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�,man,_ <br />v -n <br />M <br />RAMP DIMENSION SCHEDULE <br />No. <br />Location <br />Quad. <br />CaseRam <br />Dimensions <br />Remarks <br />B <br />C <br />L <br />I S <br />W <br />81 <br />Grange Ave./Roselawn Ave. <br />NW <br />C <br />• <br />82 <br />Grange Ave./Roselawn Ave. <br />NE <br />C <br />• <br />83 <br />Plymouth Rd./Alpine Ave. <br />SE <br />A <br />• <br />84 <br />Plymouth Rd./Alpine Ave. <br />NE <br />A <br />• <br />85 <br />Plymouth Rd./Euclid Ave. <br />NE <br />C <br />• <br />86 <br />Plymouth Rd./Telegraph Ave. <br />SE <br />C <br />• <br />87 <br />Plymouth Rd./Telegraph Ave. <br />NE <br />C <br />• <br />88 <br />Plymouth Rd./Christina Ave. <br />SE <br />C <br />■ <br />89 <br />Plymouth Rd./Christina Ave. <br />NE <br />C <br />■ <br />90 <br />Plymouth Rd./Del Rio Dr. <br />SE <br />C <br />12.9 <br />21.6 <br />18.2 <br />2.7 <br />6.0 <br />Rebuild to ADA Standards <br />91 <br />Plymouth Rd./Del Rio Dr. <br />NE <br />C <br />12.9 <br />21.6 <br />18.2 <br />14.7 <br />6.0 <br />Rebuild to ADA Standards <br />92 <br />Plymouth Rd./Towery Ct. <br />SE <br />C <br />11.6 <br />24.9 <br />25.7 <br />N/A <br />7.0 <br />Rebuild to ADA Standards <br />93 <br />Plymouth Rd./Towery Ct. <br />NE <br />C <br />14.8 <br />27.6 <br />25.2 <br />—1.7 <br />7.0 <br />Rebuild to ADA Standards <br />94 <br />Webster Ave./Alpine Ave. <br />SW <br />F <br />0.0 <br />3.0 <br />6.0 <br />N/A <br />7.2 <br />Build to ADA Standards d <br />95 <br />Webster Ave./Christina Ave. <br />SW <br />A <br />■ <br />96 <br />Webster Ave./Christina Ave. <br />NW <br />C <br />9.5 <br />2043 <br />20.8 <br />38.9 <br />6.0 <br />Rebuild to ADA Standards <br />97 <br />Webster Ave./Christina Ave. <br />SE <br />A <br />■ <br />98 <br />Webster Ave./Christina Ave. <br />NE <br />C <br />■ <br />99 <br />Webster Ave./De Ovan Ave. <br />SW <br />C <br />■ <br />100 <br />Webster Ave./De Ovan Ave. <br />NW <br />C <br />DELETED ■ <br />101 <br />Webster Ave./De Ovan Ave. <br />SE <br />C <br />■ <br />102 <br />Webster Ave./De Ovan Ave. <br />NE <br />C <br />■ <br />103 <br />Webster Ave./Del Rio Dr. <br />SW <br />C <br />• ■ <br />104 <br />Webster Ave./Del Rio Dr. <br />NW <br />C <br />■ <br />105 <br />Webster Ave./Del Rio Dr. <br />SE <br />C <br />■ <br />106 <br />Webster Ave./Del Rio Dr, <br />NE <br />C <br />■ <br />107 <br />Hogue Ave./La Jolla Dr. <br />W <br />C <br />• <br />108 <br />Delaware Ave./Princeton Ave. <br />SW <br />_ C <br />• <br />109 <br />Delaware Ave./Princeton Ave. <br />NW <br />C <br />• <br />110 <br />Delaware Ave./Princeton Ave. <br />SE <br />C <br />• <br />111 <br />Delaware Ave./Princeton Ave. <br />NE <br />C <br />• <br />112 <br />Delaware Ave./Telegraph Ave.(W) <br />SE <br />C <br />■ <br />113 <br />Delaware Ave./Telegraph Ave.(E) <br />SW <br />C <br />• <br />114 <br />Delaware Ave./Telegraph Ave.(E) <br />NW <br />C <br />• <br />115 <br />Delaware Ave./Telegraph Ave.(E) <br />NE <br />C <br />• <br />116 <br />Mission Rd./Telegraph Ave. <br />SW <br />A <br />P rOAISTRM7 <br />117 <br />Mission Rd./Telegraph Ave. <br />SE <br />C <br />r':7C0AKTRIJCT <br />Face of curb <br />6�� min <br />8" max clearance <br />�� �vjo <br />Place Detectable Warning Surface at <br />curb return accessibility ramp per SP <br />A88A, Case A or Case C. <br />Grind Lip if necessary. See Modify <br />Existing Curb Ramp Detail (Grind Lip). <br />RETROFIT DETECTABLE <br />WARNING SURFACE DETAIL <br />NOTE: <br />Locations with existing lip will be ground to flush <br />transitions at face of curb ramp. Grinding lip will <br />take place prior to installing truncated domes. <br />Ramp must be retrofitted to install a prefabricated, <br />cast—in—place detectable warning surface tile in <br />fresh concrete. Existing concrete to be sawcut and <br />removed at weakened plane joints. Two 5/811x12" <br />steel dowels must be installed on each side of the <br />opening, with a minimum 4 P embedment into the <br />existing concrete. <br />`iii roll Vb IL III <br />NOTE: B =Begin Curb Return (BCR) W =Width of Curb, Gutter and Sidewalk O Construct New Curb Ramp <br />See Ramp Detail Sheet 9 for ramp dimension locations. C =Center of Curb Ramp ♦ Reconstruct Curb Ramp <br />Case Letter represents Curb Ramp Detail of Caltrans Standard Plan A88AL =Length of Curb Ramp ■ Retrofit Curb Ramp with DWS <br />S = Storm Drain Inlet Distance from BCR • Grind Lip <br />Sheet <br />COUNTY OF SAN JOAQUIN I NO SCALE I <br />DRAWN BY DATE PROJECT ENGINEER DATE <br />Don <br />�$Q�gers 11/15 <br />RAMP DIMENSION <br />SCHEDULE <br />CHECKED <br />SIDEWALK ACCESSIBILITY IMPI <br />Various Locations in <br />DATE <br />No. <br />EMENTS 2015-2016 <br />ntry Club 8 of 11 <br />