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I <br />0 <br />_T1 <br />M <br />z <br />O <br />NOTE: 11,ECU fi NU A Requires Rebuild <br />See Ramp Detail Sheet 7 for ramp dimension locations. r=#rge0kW� • Retrofit Curb Ramp with DWS <br />Case Letter represents Curb Ramp Detail of Caltrans RSP A88A� Modified Retrofit (Modify Curb Ramp & DWS) <br />`�`� t Remove Ramp, Place CG&S <br />* Measurements are in Linear Feet at Face of Curb FL. "k ti` <br />isetirte, T"_ 01 tlblAflt <br />COUNTY OF SAN JOAQUIN <br />DRAWN BY DATE <br />Sergio CastaReda 02/19 <br />NO SCALEI RAMP DIMENSION <br />SCHEDULE <br />ECT EER I DATE I CHECKED <br />.?" f /9 ___r Sf 5 1 f-, � <br />B = Begin Curb Ramp Distance from BCR <br />C = Center of Curb Romp Distance from BCR <br />L = Length of Curb Ramp & CG&S work <br />S = Storm Drain Inlet Distance from BCR <br />W = Width of Curb, Gutter and Sidewalk <br />SIDEWALK ACCESSIBILITY IMPROVEMENTS 2018-2019 <br />Various Locations in East Stockton, Mathews Rd., West Jackson <br />DATE <br />?/(v /.r <br />Sheet No. <br />4 of 8 <br />RAMP <br />DIMENSION SCHEDULE <br />No. <br />j Location <br />Quad <br />Case <br />RompDimensions <br />B C <br />I L I S <br />W <br />Remarks <br />Waterloo Rd/ Sunset Ave <br />NEE <br />C <br />N/A <br />N/A <br />Jackson Area <br />N/A <br />N/A <br />1 <br />Filbert St/ Vine St <br />N <br />C <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />A <br />2 <br />Filbert St/ Vine St <br />S <br />C <br />7.0 <br />20.0 <br />31.0 <br />28.0 <br />7.0 <br />Adjust Storm Drain Inlet <br />A <br />3 <br />Filbert St/ Willow St <br />NW <br />C <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />Adjust Storm Drain Inlet <br />A <br />4 <br />Filbert St/ Willow St <br />SW <br />C <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />• <br />5 <br />Filbert St/ Willow St <br />E <br />C <br />N/A <br />N/A <br />20.0 <br />N/A <br />7.0 <br />f <br />6 <br />Filbert St/ Harding Way <br />NW <br />C <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />A <br />7 <br />Filbert St/ Harding Way <br />NE <br />C <br />5.0 <br />18.0 <br />26.0 1_ <br />7.0 <br />A <br />8 <br />Filbert St/ Harding Way <br />SE <br />C <br />7.0 <br />22.0 <br />30.0 <br />7.0 <br />A <br />9 <br />Filbert St/ Harding Way <br />SW <br />C <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />A <br />10 <br />Filbert St/ John St <br />NE <br />C <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />, R m K <br />• <br />11 <br />Filbert St/ John St <br />SE <br />C <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />12 <br />Filbert St/ Francis St <br />E <br />C <br />0.0 <br />0.0 <br />18.5 <br />7.0 <br />+ <br />13 <br />Filbert St/ Waterloo Rd <br />NW <br />C <br />0.0 <br />7.0 <br />27.0 <br />3.0 <br />9.5 <br />See Sheet 7 for Detail <br />A <br />14 <br />Filbert St/ Waterloo Rd <br />NE <br />A <br />0.0 <br />17.0 <br />30.0 <br />9.5 <br />Mid -Block <br />• <br />15 <br />Filbert St/ Waterloo Rd <br />SW <br />C <br />0.0 <br />17.0 <br />36.0 <br />10.0 <br />9.5 <br />Adjust Storm Drain Inlet <br />A <br />16 <br />Filbert St/ Waterloo Rd <br />SE <br />C <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />A <br />17 <br />Waterloo Rd/ Belvedere Ave <br />NW <br />C <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />S A <br />18 <br />Waterloo Rd/ Belvedere Ave <br />SW <br />C <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />1 _)k <br />19 <br />Waterloo Rd/ Belvedere Ave <br />SE <br />C <br />0.0 <br />16.0 <br />31.0 <br />3.0 <br />9.5 <br />Adjust Storm Drain Inlet <br />(WV)A <br />20 <br />Waterloo Rd/ Sierra Ln <br />NW <br />C <br />0.0 <br />17.0 <br />33.0 <br />5.0 <br />9.5 <br />Adjust Storm Drain Inlet <br />A <br />59 <br />Waterloo Rd/ Sutro Ave <br />NE <br />C <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />W <br />p( <br />22 <br />Waterloo Rd/ Sierra Ln <br />SW <br />C <br />0.0 <br />22.0 <br />44.0 <br />9.5 <br />A <br />23 <br />Waterloo Rd/ Sierra Ln <br />SE <br />C <br />0.0 <br />13.0 <br />25.0 <br />9.5 <br />A <br />24 <br />Waterloo Rd/ "F" St <br />NE <br />C <br />0.0 <br />0.0 <br />17.5 <br />9.5 <br />A <br />25 <br />Waterloo Rd/ "F" St <br />SW <br />C <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />• <br />26 <br />Waterloo Rd/ "F" St <br />SE <br />C <br />0.0 <br />14.0 <br />25.0 <br />3.0 <br />9.5 <br />Adjust Storm Drain Inlet <br />A <br />27 <br />Waterloo Rd/ Auto Ave <br />NW <br />C <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />• <br />28 <br />Waterloo Rd/ Auto Ave <br />NE <br />A <br />0.0 <br />14.0 <br />31.0 <br />20.0 <br />9.5 <br />Adjust Storm Drain Inlet <br />A <br />29 <br />Waterloo Rd/ Auto Ave <br />SE <br />C <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />67 <br />Manthey Rd/ W. Hospital Rd <br />30 <br />Waterloo Rd/ Newport Ave <br />N <br />C <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />68 <br />Mathews Rd/Michael Canlis Blvd <br />31 <br />Waterloo Rd/ Newport Ave <br />SW <br />C <br />0.0 <br />20.0 <br />42.0 <br />See Sheet 6 for Detail <br />9.5 <br />69 <br />A <br />32 <br />Waterloo Rd/ Newport Ave <br />SE <br />C <br />0.0 <br />24.0 <br />36.0 <br />11.0 <br />9.5 <br />Adjust Storm Drain Inlet <br />A <br />33 <br />Waterloo Rd/ Rhode Island Ave <br />N <br />C <br />N/A <br />N/A <br />N/A <br />N/A I <br />N/A <br />Main St/ Del Mar Ave <br />W <br />34 <br />Waterloo Rd/ Rhode Island Ave <br />SW <br />C <br />-10.0 <br />22.0 <br />34.0 <br />9.0 <br />9.5 <br />Adjust Storm Drain Inlet <br />A <br />35 <br />Waterloo Rd/ Rhode Island Ave <br />SE <br />C <br />0.0 <br />11.0 <br />28.0 <br />21.0 <br />9.5 <br />Adjust Storm Drain Inlet <br />A <br />36 <br />Waterloo Rd/ Sunset Ave <br />NW <br />C <br />0.0 <br />10.0 <br />24.0 <br />9.5 <br />Libby Ct/ Meadowood Dr <br />A <br />37 <br />Waterloo Rd/ Sunset Ave <br />NE <br />C <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />NOTE: 11,ECU fi NU A Requires Rebuild <br />See Ramp Detail Sheet 7 for ramp dimension locations. r=#rge0kW� • Retrofit Curb Ramp with DWS <br />Case Letter represents Curb Ramp Detail of Caltrans RSP A88A� Modified Retrofit (Modify Curb Ramp & DWS) <br />`�`� t Remove Ramp, Place CG&S <br />* Measurements are in Linear Feet at Face of Curb FL. "k ti` <br />isetirte, T"_ 01 tlblAflt <br />COUNTY OF SAN JOAQUIN <br />DRAWN BY DATE <br />Sergio CastaReda 02/19 <br />NO SCALEI RAMP DIMENSION <br />SCHEDULE <br />ECT EER I DATE I CHECKED <br />.?" f /9 ___r Sf 5 1 f-, � <br />B = Begin Curb Ramp Distance from BCR <br />C = Center of Curb Romp Distance from BCR <br />L = Length of Curb Ramp & CG&S work <br />S = Storm Drain Inlet Distance from BCR <br />W = Width of Curb, Gutter and Sidewalk <br />SIDEWALK ACCESSIBILITY IMPROVEMENTS 2018-2019 <br />Various Locations in East Stockton, Mathews Rd., West Jackson <br />DATE <br />?/(v /.r <br />Sheet No. <br />4 of 8 <br />RAMP <br />DIMENSION SCHEDULE <br />No. <br />Location <br />Quad Case Ramp <br />B C <br />Dimensions <br />L S <br />W <br />Remarks <br />38 <br />Waterloo Rd/ Sunset Ave <br />NEE <br />C <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />39 <br />Waterloo Rd/ Sunset Ave <br />SW <br />C <br />0.0 <br />14.0 <br />27.0 <br />9.5 <br />A <br />40 <br />Waterloo Rd/ Sunset Ave <br />SE <br />C <br />0.0 <br />10.0 <br />26.0 <br />9.5 <br />A <br />41 <br />Waterloo Rd/ Gilchrist Ave <br />NW <br />C <br />0.0 <br />11.0 <br />24.0 <br />1.5 <br />9.5 <br />Adjust Storm Drain Inlet <br />A <br />42 <br />Waterloo Rd/ Gilchrist Ave <br />NE <br />C <br />0.0 <br />17.0 <br />30.0 <br />9.5 <br />A <br />43 <br />Waterloo Rd/ Gilchrist Ave <br />NEE <br />C <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />1 ,( <br />44 <br />Waterloo Rd/ Gilchrist Ave <br />SW <br />C <br />0.0 <br />15.0 <br />27.0 <br />9.5 <br />A <br />45 <br />Waterloo Rd/ Gilchrist Ave <br />SE <br />C <br />0.0 <br />15.0 <br />26.0 <br />9.5 <br />A <br />46 <br />Waterloo Rd/ Myran Ave <br />N <br />C <br />0.0 <br />0.0 <br />17.0 <br />9.5 <br />A <br />47 <br />Waterloo Rd/ Myran Ave <br />SW <br />C <br />0.0 <br />13.0 <br />24.0 <br />9.5 <br />A <br />SE <br />C <br />11.0 <br />18.0 <br />31.0 <br />9.5 <br />, R m K <br />DLT• <br />49 <br />Waterloo Rd/ Golden Gate Ave <br />N <br />c <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />50 <br />Waterloo Rd/ Golden Gate Ave <br />SW <br />c <br />0.0 <br />15.0 <br />25.0 <br />9.5 <br />A <br />51 <br />Waterloo Rd/ Golden Gate Ave <br />SE <br />C <br />0.0 <br />14.0 <br />26.0 <br />3.0 <br />9.5 <br />Adjust Storm Drain Inlet <br />A <br />52 <br />Waterloo Rd/Chronicle-Sutro <br />N <br />C <br />0.0 <br />0.0 <br />21.5 <br />9.5 <br />Mid -Block <br />A <br />53 <br />Waterloo Rd/Chronicle-Sutro <br />S <br />C <br />0.0 <br />0.0 <br />20.0 <br />9.5 <br />Mid -Block <br />A <br />54 <br />Waterloo Rd/Chronicle Ave <br />SW <br />C <br />0.0 <br />11.0 <br />24.0 <br />9.5 <br />A <br />55 <br />Waterloo Rd/Chronicle Ave <br />SE <br />C <br />0.0 <br />10.0 <br />27.0 <br />9.5 <br />A <br />56 <br />Waterloo Rd/ Sutro Ave <br />NW <br />C <br />0.0 <br />9.0 <br />19.0 <br />9.5 <br />A <br />57 <br />Waterloo Rd/ Sutro Ave <br />NE <br />C <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />58 <br />Waterloo Rd/ Sutro Ave <br />SW <br />I C <br />9.5 <br />20.0 <br />30.0 <br />9.5 <br />A <br />59 <br />Waterloo Rd/ Sutro Ave <br />SE <br />Mod <br />C 0.0 <br />13.0 <br />36.0 <br />29.0 <br />9.5 <br />See Sheet 8 for Detail <br />60 <br />Waterloo Rd/ Report Ave <br />NWW <br />C <br />0.0 <br />0.0 <br />17.0 <br />9.5 <br />A <br />61 <br />Waterloo Rd/ Report Ave <br />NW <br />C <br />0.0 <br />15.0 <br />33.0 <br />9.5 <br />A <br />62 <br />Waterloo Rd/ Report Ave <br />NE <br />C <br />0.0 <br />16.0 <br />32.0 <br />9.5 <br />A <br />63 <br />Waterloo Rd/ Report Ave <br />SW <br />C <br />10.0 <br />24.0 <br />35.0 <br />9.5 <br />A <br />64 <br />Waterloo Rd/ Report Ave <br />SE <br />C <br />0.0 <br />11.0 <br />22.0 <br />3.0 <br />9.5 <br />Adjust Storm Drain Inlet <br />A <br />65 <br />Mistletoe Ave/ Sanguinetti Rd <br />E <br />C <br />0.0 <br />0.0 <br />15.0 <br />9.5 <br />66 <br />"E" St/ Mistletoe Ave <br />SW <br />A <br />-10.0 <br />18.0 <br />35.0 <br />7.0 <br />A <br />41 <br />W }"% rd / Qrot Vru Ilk Se <br />Mathews Road <br />To PRo L"r, <br />67 <br />Manthey Rd/ W. Hospital Rd <br />NW <br />A <br />0.0 <br />0.0 <br />0.0 <br />N/A <br />68 <br />Mathews Rd/Michael Canlis Blvd <br />W <br />MOD <br />F -10.0 <br />19.0 <br />27.0 <br />N/A <br />See Sheet 6 for Detail <br />69 <br />Mathews Rd/Michael Conlis Blvd <br />E <br />C <br />0.0 <br />9.0 <br />24.0 <br />N/A <br />A <br />East Stockton <br />70 <br />Main St/ Del Mar Ave <br />W <br />C <br />N/A <br />N/A <br />N/A <br />N/A <br />N/A <br />71 <br />Libby Ct/ Meadowood Dr <br />N <br />C <br />1.0 <br />1.0 <br />16.0 <br />1.0 <br />8.5 <br />A <br />72 <br />Libby Ct/ Meadowood Dr <br />SW <br />A <br />N/A <br />N/A <br />1.0 <br />1.0 <br />8.5 <br />73 <br />Libby Ct/ Meadowood Dr <br />SE <br />A <br />1.0 <br />15.0 <br />29.0 <br />1.0 <br />8.5 <br />A <br />NOTE: 11,ECU fi NU A Requires Rebuild <br />See Ramp Detail Sheet 7 for ramp dimension locations. r=#rge0kW� • Retrofit Curb Ramp with DWS <br />Case Letter represents Curb Ramp Detail of Caltrans RSP A88A� Modified Retrofit (Modify Curb Ramp & DWS) <br />`�`� t Remove Ramp, Place CG&S <br />* Measurements are in Linear Feet at Face of Curb FL. "k ti` <br />isetirte, T"_ 01 tlblAflt <br />COUNTY OF SAN JOAQUIN <br />DRAWN BY DATE <br />Sergio CastaReda 02/19 <br />NO SCALEI RAMP DIMENSION <br />SCHEDULE <br />ECT EER I DATE I CHECKED <br />.?" f /9 ___r Sf 5 1 f-, � <br />B = Begin Curb Ramp Distance from BCR <br />C = Center of Curb Romp Distance from BCR <br />L = Length of Curb Ramp & CG&S work <br />S = Storm Drain Inlet Distance from BCR <br />W = Width of Curb, Gutter and Sidewalk <br />SIDEWALK ACCESSIBILITY IMPROVEMENTS 2018-2019 <br />Various Locations in East Stockton, Mathews Rd., West Jackson <br />DATE <br />?/(v /.r <br />Sheet No. <br />4 of 8 <br />