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Var. <br />w <br />i <br />Const <br />50' IR/W <br />Limits of Clearing & Grubbing <br />I <br />___28 <br />I <br />0.21' Depth of Planing (below gutter lip) 1 <br />Existing Roadway <br />3' 4' Var. <br />Existing Road Surface a <br />0.21' Asphalt Concrete w <br />Overlay <br />---Var —----------- <br />_ �-- — of •-, ��- <br />0.21' Depth of Planing at Centerline <br />Existing. Curb, Gutter <br />TYPICAL SECTION & Sidewalk (TYP) <br />Elmwood Avenue: Sta 10+10 to 34+45 <br />Oxford Way: Sta 10+11 to 34+59 <br />* 0.21' AC Planing as measured below lip of gutter <br />7. Expansion <br />joints <br />shall be <br />placed at locations where new Curb, Gutter and Sidewalk conforms <br />to existing <br />Curb, <br />Gutter <br />and Sidewalk. <br />1. Prior to commencing any work, it shall be the Contractor's responsibility to have each <br />utility company locate in the field their main service lines and laterals. The Contractor shall 8• Storm Drain Inlets shall be protected from runoff sediment and chemical pollutant in a <br />notify members of the underground service alert (U.S.A.) 48 hours in advance of manner consistent with the requirements of the National Pollution Discharge Elimination <br />performing excavation work by calling the toll—free number (1-800-227-2600). System (NPDES) general construction permit and per special provisions. <br />2. The Contractor shall field verify all utility locations and depths. It shall be the Contractor's <br />sole responsibility to locate and protect all existing utilities so that no damage results to <br />them during the performance of this contract. <br />3. The Contractor shall be responsible for all permits and licenses required for the <br />construction and completion of the project, and shall perform all work in accordance with <br />the requirements and conditions of all permits and approvals applicable to this project. <br />4. The Contractor shall exercise due caution and shall carefully preserve bench marks, control <br />points, reference points and all survey stakes, and shall bear all expenses for replacement <br />and/or errors caused by their unnecessary loss or disturbance. <br />5. Existing drainage facilities, fences, water valves, frames and covers, water meters, trees, <br />shrubs, curb, gutter and sidewalk, etc. shall remain in place unless otherwise noted on the <br />Plans. <br />6. All improvements within the Minor Concrete (Curb, Gutter and Sidewalk) work limits shall be <br />saw cut or removed to the limits shown on the Plans. <br />COUNTY OF SAN JOAQUIN I NO SCALE <br />9. Placement <br />of Asphalt <br />Concrete <br />Overlay <br />shall <br />not begin <br />until the Asphalt Concrete used in <br />10. In addition to locations and quantities stated in the Summary of Quantities (Sheet No 7), <br />the Resident Engineer wild inspect the planed surface and determine any additional locations <br />requiring Pavement Repair. <br />11. Part—circle culverts and steel plates at driveways are to be removed, removal is to be paid <br />for by Clearing and Grubbing. <br />NOTES 8c <br />SECTION <br />ELMWOOD AVENUE & OXF©RD WAY RESURFACING I Sheet Np. <br />(�9ission Road to Pershing Aienue) 2 of 7 <br />