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It <br />Const <br />I_ <br />Limits of Clearing and Grubbing and Mailbox Relocation <br />17 � 17' <br />22' Pavement Reinforcing Fabric <br />Var <br />Var <br />`�% 1 Existing Roadway <br />Variable Depth f --------®--- ----- — — —._J Variable <br />Shoulder Backing Existing Grade 0.17' Asphalt Concrete Overlay <br />*Earthwork (Miscellaneous Areas over Pavement Reinforcing Fabric <br />to 23+90 to Sta 32+00 (Left TYPICAL SECTION <br />Sta 10+12 to Sta 63+29 <br />GENERAL NOTES:: <br />1. All existing trees, shrubs, fences and other frontage improvements are to remain in place <br />unless otherwise noted. <br />2. The Contractor shall be responsible for adequately scheduling inspecting and testing of all <br />facilities constructed under this contract. All testing shall conform to the Standard <br />Specifications. All re—testing shall be paid by the Contractor. <br />3. Shoulder Backing material at all intersection radii shall receive penetration treatment at <br />0.25 gallon/square yard. Limits of the penetration treatment work shall be confined to <br />intersection radii plus fifty feet (50') in each direction or to the intersection conform. <br />CO�JN`TY OF SAN JOAQUIN <br />BY DATE PKaJEar ENGI <br />NO SCALE <br />Note: Use Loam in place of Shoulder Backing <br />on grass frontages. Work to be paid as part <br />of the Earthwork (Loam) Contract Item. <br />Sta 13+10 to Sta 16+68 (Right)* <br />Sta 59+62 to Sta 60+23 (Left)* <br />*Use Variable Depth Shoulder Backing <br />10' before and 10' after all mailbox <br />locations along Loam Frontages. <br />Depth <br />Shoulder <br />Backing <br />Sta <br />10+12 <br />to <br />Sta <br />23+90 <br />(Left) <br />Sta <br />32+00 to <br />Sta <br />59+62 <br />(Left)) <br />Sta <br />60+23 to <br />Sta <br />63+29 <br />(Left <br />Sta <br />10+12 to <br />Sta <br />13+10 <br />(Right) <br />Sta <br />16+68 to <br />Sta <br />63+29 <br />(Right) <br />4. Contractor will be required to acquire Encroachment Permits from Caltrans and the City <br />of Lodi for the placement of Traffic Control Signs on Kettleman Lane and Harney Lane. <br />5. Existing Concrete Pads at Sto 29+53 and Sto 57+70 to remain in place and be paved <br />over with 0.17' of Asphalt Concrete. <br />