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atch PROTECTION FOR EXISTING DRAINAGE DETAIL NOTE: The Storm Drain Inlet Protection Unit (Catch Basin Filter) is to remain in place and functioning from the beginning of the working days until the end of the project. Place DWS at Curb Ramp per RSP A88A (Typ) 7.5% (Max) R & D Exist CG&S Install New CG&S (Typ) RETROFIT DETECTABLE WARNING SURFACE DETAIL NOTE: Ramp must be retrofitted to install a prefabricated, cast—in—place DWS tile in fresh concrete. Existing concrete to be sawcut and removed at weakened plane joints. Two 5/8"x12" steel dowels must be installed on each side of the opening, with a minimum 4" embedment into the existing concrete. Retaining Curb as necessary at back edge of Sidewalk Conform at Exist Expansion Joint or Saw Cut and Conform at Existing Weakened Plane Joint or IF Score Mark (Typ) 7.5% (Max) S H— Front Edge of RampCurb FL 6*114 :_UCl)! C L \ w (—) ZE Adjust SDI F & G to Final FL Grade TYPICAL MIDBLOCK RAMP DETAIL m z C COUNTY OF SAN JOAQUIN DRAWN BY Sergio Castaneda DATE PROJECT 04118 �r Existing rrt, 0.0 MODIFY CURB RAMP DETAIL NOTE: Grind off any elevation change between gutter and traversable part of the ramp as shown on plans. Grinding lip will take place prior to installing DWS. ECR Adjust SDI F & G to Final FL Grade See Sheet 6, Vertical Curb, Gutter and Sidewalk Detail Front Edge Sidewalk FL Expansion joints per SJCo Std Drawing R-11 CURB AND GUTTER TRANSITION DETAIL (VERTICAL TO EXISTING) Conform at Exist Expansion Joint or Saw Cut and Conform at Existing Weakened Plane Joint or Score Mark (Typ) I: ' R & D Exist CG&S ' Install New CG&S (TYP) Place DWS at Curb Ramp per RSP A88A (Typ) Retaining Curb as necessary at back edge of Sidewalk TYPICAL CORNER RAMP DETAIL NO SCALE CONSTRUCTION DETAILS SIDEWALK ACCESSIBILITY IMPROVEMENTS 2017-2018 Various Locations in South Stockton and Woodbridge EER DATE CHECKED DATE 6// 1 fis,- 7 St 55 CP ) S/11 It, Sheet No. 7 of 8 ! Face of curb 6" min 8 max clearance ""� ' '✓� '� —Place DWS at curb return accessibility ramp per SP A88A, Case A or Case C. Modify Curb Ramp if necessary. See _--'" Modify Curb Ramp Detail. RETROFIT DETECTABLE WARNING SURFACE DETAIL NOTE: Ramp must be retrofitted to install a prefabricated, cast—in—place DWS tile in fresh concrete. Existing concrete to be sawcut and removed at weakened plane joints. Two 5/8"x12" steel dowels must be installed on each side of the opening, with a minimum 4" embedment into the existing concrete. Retaining Curb as necessary at back edge of Sidewalk Conform at Exist Expansion Joint or Saw Cut and Conform at Existing Weakened Plane Joint or IF Score Mark (Typ) 7.5% (Max) S H— Front Edge of RampCurb FL 6*114 :_UCl)! C L \ w (—) ZE Adjust SDI F & G to Final FL Grade TYPICAL MIDBLOCK RAMP DETAIL m z C COUNTY OF SAN JOAQUIN DRAWN BY Sergio Castaneda DATE PROJECT 04118 �r Existing rrt, 0.0 MODIFY CURB RAMP DETAIL NOTE: Grind off any elevation change between gutter and traversable part of the ramp as shown on plans. Grinding lip will take place prior to installing DWS. ECR Adjust SDI F & G to Final FL Grade See Sheet 6, Vertical Curb, Gutter and Sidewalk Detail Front Edge Sidewalk FL Expansion joints per SJCo Std Drawing R-11 CURB AND GUTTER TRANSITION DETAIL (VERTICAL TO EXISTING) Conform at Exist Expansion Joint or Saw Cut and Conform at Existing Weakened Plane Joint or Score Mark (Typ) I: ' R & D Exist CG&S ' Install New CG&S (TYP) Place DWS at Curb Ramp per RSP A88A (Typ) Retaining Curb as necessary at back edge of Sidewalk TYPICAL CORNER RAMP DETAIL NO SCALE CONSTRUCTION DETAILS SIDEWALK ACCESSIBILITY IMPROVEMENTS 2017-2018 Various Locations in South Stockton and Woodbridge EER DATE CHECKED DATE 6// 1 fis,- 7 St 55 CP ) S/11 It, Sheet No. 7 of 8