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9 <br />NA <br />Const <br />Limits of Clearing and IGrubbing and Mailbox Relocation <br />17' 17' <br />*Limits of Earthwor P <br />Swale 6' 22' Pavement Reinforcing Fabric <br />Va r Va r <br />Existing Roadway <br />Variable Dept L-- — — <br />Shoulder Backing Existing Grade <br />*Earthwork (Miscellaneous Areas) <br />Sta 23+90 to Sta 32+00 (Left) <br />GENERAL NOTES: <br />— — — —I <br />0.17' Asphalt Concrete Overlay <br />over Pavement Reinforcing Fabric <br />TYPICAL SECTION <br />Sta 10+12 to Sta 63+29 <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 />COUNTY OF SAN JOAQUIN NO SCALE <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE <br />MIA <br />I . / <br />F <br />0 <br />C: <br />Note: Use Loam in place <br />of Shoulder Backing <br />on grass frontages. Work <br />to be paid as part <br />of the Earthwork (Loam) <br />Contract Item. <br />Sta 13+10 to Sta 16+68 <br />(Right)* <br />Sta 59+62 to Sta 60+23 <br />(Left)* <br />*Use Variable Depth <br />Shoulder Backing <br />10' before and 10' after all mailbox <br />locations along Loam <br />Frontages. <br />Variable Depth <br />Shoulder <br />Backing <br />Sta <br />10+12 to <br />Sta <br />23+90 <br />Left <br />Sto <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 Sta 29+53 and Sta 57+70 to remain in place and be paved <br />over with 0.17' of Asphalt Concrete. <br />GENERAL NOTES AND I BECKMAN ROAD RESURFACINGI Sheet No. <br />TYPICAL SECTION 2 of 4 <br />