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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 />A Requires Rebuild <br />• Retrofit Curb Ramp with DWS <br />4 Modified Retrofit (Modify Curb Ramp & DWS) <br />t Remove Ramp, Place CG&S <br />* Modify Curb Ramp <br />30" <br />6„ NO DUMPING A o <br />FLOWS TO RIVER <br />f A <br />DRAINAGE INLET MARKER <br />o (STAMPED CONCRETE IMPRINT) <br />Place as directed by Engineer as part of Minor <br />M Concrete (Curb, Gutter & Sidewalk). <br />40M <br />z <br />0 <br />COUNTY OF SAN JOAQUIN <br />Lt = Measured at BOW from Center of Ramp <br />Rt = Measured at BOW from Center of Ramp <br />L = Measured through the Radius from the middle of the sidewalk <br />W = Measured from BOW to Lip <br />NO SCALE <br />Surface of 0.25" <br />Concrete <br />0.0625" <br />0.25" <br />f -1 0.125" <br />i <br />i <br />i <br />Face of curb <br />6" min <br />8" 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 />RECORD DRAWING <br />Correctlons By <br />SECTION A -A No manges By__ <br />STAMPED CONCRETE AM ttiraon Uallng i his urawing S �u1/ y <br />IMPRINT DETAIL (AN #00mBy Inspecting The Sit Of wCafx <br />RAMP DIMENSION SIDEWALK ACCESSIBILITY IMPROVEMENTS 2019-2020 <br />SCHEDULE I Various Locations in Eaglecrest Orchard, Linden, International Pkwy <br />DRAWN BY DATE PROJ ENGINEER DATE CHECKED DATE <br />Sergio CastaReda 02/99 - 3-19. 3 'Zq <br />Sheet No. <br />5 of 8 <br />RAMP <br />DIMENSION <br />SCHEDULE <br />No. <br />Location <br />Quad <br />Case <br />amp imensions <br />Remarks <br />Lt Rt I L I W <br />Linden <br />(Con't) <br />75 <br />Montevista Dr/Harrison St <br />NW <br />A <br />- <br />- <br />- <br />- <br />X <br />76 <br />Montevista Dr/Harrison St <br />sw <br />A <br />16.0 <br />16.0 <br />38.0 <br />9.3 <br />A <br />77 <br />Montevista Dr/Ryburn Wy <br />N <br />C <br />- <br />- <br />13.0 <br />7.0 <br />78 <br />Montevista Dr/Ryburn Wy <br />s <br />C <br />14.0 <br />9.0 <br />26.0 <br />7.0 <br />79 <br />Ryburn Wy/Di Carlo Ct <br />W <br />C <br />16.0 <br />19.0 <br />38.0 <br />7.0 <br />A <br />80 <br />Ryburn Wy/Di Carlo Ct <br />E <br />C <br />17.0 <br />18.0 <br />38.0 <br />7.0 <br />A <br />81 <br />Di Carlo Ct/Cox Rd <br />N <br />C <br />17.0 <br />18.0 <br />39.0 <br />7.0 Adjust Water Valve <br />A <br />82 <br />Di Carlo Ct/Cox Rd <br />S <br />C <br />15.0 <br />20.0 <br />40.0 <br />7.0 <br />A <br />83 <br />Front St/Cady Ct <br />S <br />C <br />I - <br />- <br />- <br />- <br />Industrial <br />Pkwy <br />84 <br />International Pkwy/Berkely Rd <br />I N <br />Mod C <br />13.0 <br />13.0 <br />1 26.0 <br />8.0 <br />A <br />85 <br />International Pkwy/Berkely Rd <br />S <br />I A <br />11.0 <br />15.0 <br />1 27.0 <br />11.3 <br />A <br />NOTE: <br />See Ramp Detail Sheet 7 for ramp dimension locations. <br />Case Letter represents Curb Ramp Detail of Caltrans RSP A88A. <br />A Requires Rebuild <br />• Retrofit Curb Ramp with DWS <br />4 Modified Retrofit (Modify Curb Ramp & DWS) <br />t Remove Ramp, Place CG&S <br />* Modify Curb Ramp <br />30" <br />6„ NO DUMPING A o <br />FLOWS TO RIVER <br />f A <br />DRAINAGE INLET MARKER <br />o (STAMPED CONCRETE IMPRINT) <br />Place as directed by Engineer as part of Minor <br />M Concrete (Curb, Gutter & Sidewalk). <br />40M <br />z <br />0 <br />COUNTY OF SAN JOAQUIN <br />Lt = Measured at BOW from Center of Ramp <br />Rt = Measured at BOW from Center of Ramp <br />L = Measured through the Radius from the middle of the sidewalk <br />W = Measured from BOW to Lip <br />NO SCALE <br />Surface of 0.25" <br />Concrete <br />0.0625" <br />0.25" <br />f -1 0.125" <br />i <br />i <br />i <br />Face of curb <br />6" min <br />8" 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 />RECORD DRAWING <br />Correctlons By <br />SECTION A -A No manges By__ <br />STAMPED CONCRETE AM ttiraon Uallng i his urawing S �u1/ y <br />IMPRINT DETAIL (AN #00mBy Inspecting The Sit Of wCafx <br />RAMP DIMENSION SIDEWALK ACCESSIBILITY IMPROVEMENTS 2019-2020 <br />SCHEDULE I Various Locations in Eaglecrest Orchard, Linden, International Pkwy <br />DRAWN BY DATE PROJ ENGINEER DATE CHECKED DATE <br />Sergio CastaReda 02/99 - 3-19. 3 'Zq <br />Sheet No. <br />5 of 8 <br />