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NOTE: <br />See Ramp Detail Sheet 7 for ramp dimension locations. <br />Case Letter represents Curb Ramp Detail of Caltrans RSP A88A. <br />* Measurements are in Linear Feet at Face of Curb FL. <br />A Requires Rebuild B = Begin Curb Ramp Distance from BCR <br />• Retrofit Curb Ramp with DWS C = Center of Curb Ramp Distance from BCR <br />4 Modified Retrofit (Modify Curb Ramp & DWS) L = Length of Curb Ramp & CG&S work <br />+ Remove Ramp, Place CG&S S = Storm Drain Inlet Distance from BCR <br />W = Width of Curb, Gutter and Sidewalk <br />30" <br />1 <br />6„ NO DUMPINGA o <br />FLOWS TO RIVER <br />A <br />DRAINAGE INLET MARKER <br />(STAMPED CONCRETE IMPRINT <br />Q Place as directed by Engineer as part of Minor <br />Concrete (Curb, Gutter & Sidewalk). <br />F- <br />F -9 <br />z <br />O <br />COUNTY OF SAN JOAQUIN I NO SCALE <br />Surface of 0.25" <br />Concrete <br />0.0625" <br />0.25" <br />-� 0.125" <br />SECTION A -A <br />STAMPED CONCRETE <br />IMPRINT DETAIL <br />RAMP DIMENSION <br />SCHEDULE <br />Face of curb <br />6" min <br />B" max clearance <br />Place DWS at curb return accessibility <br />ramp per RSP A88A, Case A or Case <br />C. Modify Curb Ramp if necessary. See <br />Modify Curb Ramp Detail. See Sheet 7. <br />RETROFIT DETECTABLE <br />WARNING SURFACE DETAIL <br />NOTE: <br />Ramp must be retrofitted to install a prefabricated, <br />cast -in-place DWS tile in fresh concrete. Existing <br />concrete to be sawcut and removed at weakened <br />plane joints. Two 5/8"x12" steel dowels must be <br />installed on each side of the opening, with a minimum <br />4" embedment into the existing concrete. <br />_ ate <br />Y <br />DNIMd CI a800:;d <br />SIDEWALK ACCESSIBILITY IMPROVEMENTS 2018-2019 <br />Various Locations in East Stockton, Mathews Rd., West Jackson <br />DRAWN BY DATE PROJ NGINEER DATE CHECKED DATE <br />Sergio Castaneda 02/19 3• /Q• �C/ 5r-5 S 6 -- 5 3/mr/15 <br />Sheet No. <br />5 of 8 <br />RAMP DIMENSION SCHEDULE <br />No. <br />Location <br />Quad <br />Case <br />Ram <br />Dimensions <br />Remarks <br />B C L S W <br />East <br />Stockton <br />Con't <br />74 <br />Bird Ave/ Tallahatchey Dr <br />NE <br />C <br />0.0 <br />24.0 <br />42.0 0.0 <br />7.0 <br />See Sheet 7 for Detail <br />A <br />75 <br />Bird Ave/ Tallahatchey Dr <br />SE <br />C <br />0.0 <br />23.0 <br />48.0 <br />7.0 <br />See Sheet 7 for Detail <br />A <br />76 <br />Tallahatchey Dr/ Dixie Dr <br />NW <br />C <br />0.0 <br />20.0 <br />46.0 <br />7.0 <br />See Sheet 7 for Detail <br />A <br />77 <br />Tallahatchey Dr/ Dixie Dr <br />NE <br />C <br />0.0 <br />20.0 <br />40.0 <br />7.0 <br />See Sheet 7 for Detail <br />A <br />78 <br />Tallahatchey Dr/ Dixie Dr <br />SW <br />C <br />0.0 <br />21.0 <br />38.0 <br />7.0 <br />See Sheet 7 for Detail <br />A <br />79 <br />Tallahatchey Dr/ Dixie Dr <br />SE <br />C <br />0.0 <br />22.0 <br />44.0 <br />7.0 <br />See Sheet 7 for Detail <br />A <br />80 <br />Tallahatchey Dr/ Ozark Ct <br />W <br />C <br />0.0 <br />22.0 <br />41.0 <br />7.0 <br />See Sheet 7 for Detail <br />A <br />81 <br />Tallahatchey Dr/ Ozark Ct <br />E <br />C <br />0.0 <br />19.0 <br />42.0 <br />7.0 <br />See Sheet 7 for Detail <br />A <br />82 <br />Tallahatchey Dr/ Bayou Ct <br />W <br />C <br />0.0 <br />22.0 <br />41.0 <br />7.0 <br />See Sheet 7 for Detail <br />A <br />83 <br />Tallahatchey Dr/ Bayou Ct <br />E <br />C <br />0.0 <br />17.0 <br />41.0 <br />7.0 <br />See Sheet 7 for Detail <br />A <br />84 <br />Tallahatchey Dr/ Everglade Way <br />NW <br />C <br />0.0 <br />24.0 <br />40.0 <br />7.0 <br />See Sheet 7 for Detail <br />A <br />85 <br />Tallahatchey Dr/ Everglade Way <br />NE <br />C <br />0.0 <br />25.0 <br />45.0 5.0 <br />7.0 <br />Adjust Storm Drain Inlet <br />A <br />86 <br />Tallahatchey Dr/ Everglade Way <br />SW <br />C <br />0.0 <br />20.0 <br />41.0 <br />7.0 <br />See Sheet 7 for Detail <br />A <br />87 <br />Tallahatchey Dr/ Everglade Way <br />SE <br />C <br />0.0 <br />21.0 <br />46.0 <br />7.0 <br />See Sheet 7 for Detail <br />A <br />88 <br />Everglade Way/ Basin St <br />E <br />C <br />0.0 <br />0.0 <br />17.0 <br />7.0 <br />Match Existing CG&S <br />+ <br />89 <br />Everglade Way/ Basin St <br />W <br />C <br />0.0 <br />17.0 <br />38.0 <br />7.0 <br />Match Existing CG&S <br />+ <br />90 <br />Basin St/ Dixie Dr <br />N <br />C <br />0.0 <br />0.0 <br />14.0 <br />7.0 <br />Match Existing CG&S <br />+ <br />91 <br />Basin St/ Dixie Dr <br />S <br />C <br />0.0 <br />24.0 <br />40.0 <br />7.0 <br />Match Existing CG&S <br />NOTE: <br />See Ramp Detail Sheet 7 for ramp dimension locations. <br />Case Letter represents Curb Ramp Detail of Caltrans RSP A88A. <br />* Measurements are in Linear Feet at Face of Curb FL. <br />A Requires Rebuild B = Begin Curb Ramp Distance from BCR <br />• Retrofit Curb Ramp with DWS C = Center of Curb Ramp Distance from BCR <br />4 Modified Retrofit (Modify Curb Ramp & DWS) L = Length of Curb Ramp & CG&S work <br />+ Remove Ramp, Place CG&S S = Storm Drain Inlet Distance from BCR <br />W = Width of Curb, Gutter and Sidewalk <br />30" <br />1 <br />6„ NO DUMPINGA o <br />FLOWS TO RIVER <br />A <br />DRAINAGE INLET MARKER <br />(STAMPED CONCRETE IMPRINT <br />Q Place as directed by Engineer as part of Minor <br />Concrete (Curb, Gutter & Sidewalk). <br />F- <br />F -9 <br />z <br />O <br />COUNTY OF SAN JOAQUIN I NO SCALE <br />Surface of 0.25" <br />Concrete <br />0.0625" <br />0.25" <br />-� 0.125" <br />SECTION A -A <br />STAMPED CONCRETE <br />IMPRINT DETAIL <br />RAMP DIMENSION <br />SCHEDULE <br />Face of curb <br />6" min <br />B" max clearance <br />Place DWS at curb return accessibility <br />ramp per RSP A88A, Case A or Case <br />C. Modify Curb Ramp if necessary. See <br />Modify Curb Ramp Detail. See Sheet 7. <br />RETROFIT DETECTABLE <br />WARNING SURFACE DETAIL <br />NOTE: <br />Ramp must be retrofitted to install a prefabricated, <br />cast -in-place DWS tile in fresh concrete. Existing <br />concrete to be sawcut and removed at weakened <br />plane joints. Two 5/8"x12" steel dowels must be <br />installed on each side of the opening, with a minimum <br />4" embedment into the existing concrete. <br />_ ate <br />Y <br />DNIMd CI a800:;d <br />SIDEWALK ACCESSIBILITY IMPROVEMENTS 2018-2019 <br />Various Locations in East Stockton, Mathews Rd., West Jackson <br />DRAWN BY DATE PROJ NGINEER DATE CHECKED DATE <br />Sergio Castaneda 02/19 3• /Q• �C/ 5r-5 S 6 -- 5 3/mr/15 <br />Sheet No. <br />5 of 8 <br />