Laserfiche WebLink
Const <br />7-v- <br />TALLAHATCHY TERRACE CURB RAMP DETAIL <br />(See Sheet 4 for 14 Locations) <br />Corrections By_ <br />No Changes B <br />Date _ _ _?- <br />Any Person Using This Crowing Sh 1 <br />A* Infbrmatlon By inspecting The Site Of `�! °rr <br />R & D Exist CG&S <br />Install New CG&S (Typ) <br />Place DWS at Curb <br />Ramp per RSP A88A <br />(Typ) <br />7.5%0000<b� 7.5% <br />(max) °°a� (Max) <br />Ramp <br />I _ <br />C <br />L <br />i II <br />Electric box to remain in <br />place. Adjust as needed to <br />final grade. To be paid in <br />variuos bid items of work <br />�o\ss <br />CJ <br />e��oee, 9.5' Exist Light Signal <br />to remain in place <br />�s <br />(M k 9 Exist SD Pipe <br />to remain in <br />place <br />Exist SD Pipe // <br />to remain in Reconstruct exist 18" Storm <br />place Drain Inlet with Curb Inlet Catch <br />Basin (Type 1). Grate FL <br />elevation to be placed 0.10' <br />below exist grate FL elevation. <br />Removal of Storm Drain Inlet to <br />be paid under Remove Concrete <br />bid item of work. <br />Retaining Curb as necessary <br />at back edge of Sidewalk <br />Conform at Exist Expansion Joint <br />or Saw Cut and Conform at <br />Existing Weakened Plane Joint or <br />Score Mark (Typ) <br />- Front Edge of <br />Curb FL <br />�- Adjust SDI F & G to <br />Final FL Grade <br />TYPICAL MIDBLOCK RAMP DETAIL <br />COUNTY OF SAN JOAQUIN <br />DRAWN BY DATE <br />Sergio Castaneda 02/19 <br />NW CORNER OF FILBERT & <br />WATERLOO CURB RAMP DETAIL <br />FL , <br />Existing <br />- CG&S <br />MODIFY CURB RAMP DETAIL <br />NOTE: <br />Grind off any elevation change between gutter and <br />traversable part of the ramp as shown on plans. <br />Grinding lip will take place prior to installing DWS. <br />ECR ' <br />Adjust SDI F & G '' Ili <br />to Final FL Grade A �� 0 <br />See Sheet 6, Vertical Curb, Gutter <br />and Sidewalk Detail <br />Front Edge of ---"- <br />Sidewalk FL (Typ) <br />Expansion joints <br />per SJCo Std <br />Drawing R-11 <br />CURB AND GUTTER TRANSITION DETAIL <br />(VERTICAL TO EXISTING) <br />Conform at Exist Expansion Joint or Saw <br />Cut and Conform at Existing Weakened <br />Plane Joint or Score Mark (Typ) <br />' + <br />R & D Exist CG&S I <br />i <br />' Install New CG&S <br />(Typ) <br />ass <br />0 <br />Place DWS at Curb <br />Ramp per RSP <br />A88A (Typ) <br />Retaining Curb as <br />necessary at back <br />edge of Sidewalk <br />° V (�S9 <br /></ <br />----- -- <br />Of <br />CB U <br />M <br />(+) (-) <br />TYPICAL CORNER RAMP DETAIL <br />NO SCALE CONSTRUCTION DETAILS SIDEWALK ACCESSIBILITY IMPROVEMENTS 2018-2019 <br />Various Locations in East Stockton, Mathews Rd., West Jackson <br />ECT EER DATE CHECKED DATE <br />n <br />Sheet No. <br />7 of 8 <br />Q <br />� <br />m <br />z <br />0 <br />R & D Exist CG&S <br />Install New CG&S (Typ) <br />Place DWS at Curb <br />Ramp per RSP A88A <br />(Typ) <br />7.5%0000<b� 7.5% <br />(max) °°a� (Max) <br />Ramp <br />I _ <br />C <br />L <br />i II <br />Electric box to remain in <br />place. Adjust as needed to <br />final grade. To be paid in <br />variuos bid items of work <br />�o\ss <br />CJ <br />e��oee, 9.5' Exist Light Signal <br />to remain in place <br />�s <br />(M k 9 Exist SD Pipe <br />to remain in <br />place <br />Exist SD Pipe // <br />to remain in Reconstruct exist 18" Storm <br />place Drain Inlet with Curb Inlet Catch <br />Basin (Type 1). Grate FL <br />elevation to be placed 0.10' <br />below exist grate FL elevation. <br />Removal of Storm Drain Inlet to <br />be paid under Remove Concrete <br />bid item of work. <br />Retaining Curb as necessary <br />at back edge of Sidewalk <br />Conform at Exist Expansion Joint <br />or Saw Cut and Conform at <br />Existing Weakened Plane Joint or <br />Score Mark (Typ) <br />- Front Edge of <br />Curb FL <br />�- Adjust SDI F & G to <br />Final FL Grade <br />TYPICAL MIDBLOCK RAMP DETAIL <br />COUNTY OF SAN JOAQUIN <br />DRAWN BY DATE <br />Sergio Castaneda 02/19 <br />NW CORNER OF FILBERT & <br />WATERLOO CURB RAMP DETAIL <br />FL , <br />Existing <br />- CG&S <br />MODIFY CURB RAMP DETAIL <br />NOTE: <br />Grind off any elevation change between gutter and <br />traversable part of the ramp as shown on plans. <br />Grinding lip will take place prior to installing DWS. <br />ECR ' <br />Adjust SDI F & G '' Ili <br />to Final FL Grade A �� 0 <br />See Sheet 6, Vertical Curb, Gutter <br />and Sidewalk Detail <br />Front Edge of ---"- <br />Sidewalk FL (Typ) <br />Expansion joints <br />per SJCo Std <br />Drawing R-11 <br />CURB AND GUTTER TRANSITION DETAIL <br />(VERTICAL TO EXISTING) <br />Conform at Exist Expansion Joint or Saw <br />Cut and Conform at Existing Weakened <br />Plane Joint or Score Mark (Typ) <br />' + <br />R & D Exist CG&S I <br />i <br />' Install New CG&S <br />(Typ) <br />ass <br />0 <br />Place DWS at Curb <br />Ramp per RSP <br />A88A (Typ) <br />Retaining Curb as <br />necessary at back <br />edge of Sidewalk <br />° V (�S9 <br /></ <br />----- -- <br />Of <br />CB U <br />M <br />(+) (-) <br />TYPICAL CORNER RAMP DETAIL <br />NO SCALE CONSTRUCTION DETAILS SIDEWALK ACCESSIBILITY IMPROVEMENTS 2018-2019 <br />Various Locations in East Stockton, Mathews Rd., West Jackson <br />ECT EER DATE CHECKED DATE <br />n <br />Sheet No. <br />7 of 8 <br />