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D(A <br />r/ <br />s0 <br />z� <br />01 <br />A <br />Z <br />M <br />m <br />Z <br />0 <br />Conform <br />Existing Ground <br />2' <br />Vor `B <br />GENERAL NOTES: <br />Const <br />ts of Clearing and Grubbing <br />and Mailbox Relocation <br />10' <br />18' Pavement Reinforcing Fabric <br />10' <br />------------------ <br />------------------------------- <br />0.25' AC Overlay- Existing Road Structure <br />TYPICAL SECTION <br />Jahant Road: Sta 5+12 to Sta 122+56 <br />Oorrectlons By <br />No Changes By T*hn blas <br />My Person Using This Drawing Should Verify <br />mien Av inapscting The Site (N won <br />2' <br />Conform <br />Variable Depth <br />Shoulder Backing (Typ) <br />1. Placement of Asphalt Concrete overlay shall not begin until the Asphalt Concrete used in Pavement Repair has been in place <br />for 18 hours. <br />2. The 0.25' Asphalt Concrete shall be placed in two (2) layers of approximately equal thickness with Pavement Reinforcing <br />Fabric placed on existing or prepared surface. <br />3. All earthwork (except for final shoulder grading) shall be completed prior to placing final layer of Asphalt Concrete. No <br />Shoulder Backing material shall be deposited or drifted on the final layer of Asphalt Concrete surfacing. <br />4. Existing drainage facilities shall remain in place unless otherwise noted. The Contractor shall conduct earthwork operations so <br />as not to modify or obstruct the existing drainage. <br />5. All existing trees, shrubs, fences and other frontage improvements are to remain in place unless otherwise noted. <br />6. Shoulder Backing material at all intersection radii shall receive Penetration Treatment at 0.25 gallon/square yard. Limits of <br />the Penetration Treatment work shall be confined to the intersection radii plus fifty feet (50') in each direction or to the <br />intersection conform. <br />7. The Contractor shall be responsible for adequately scheduling inspection and testing of all facilities constructed under this <br />contract. All testing shall conform to the Standard Specifications. All re—testing shall be paid by the Contractor. <br />COUNTY OF SAN JOAQUIN <br />DRAWN BY DATE PRC <br />R.. gDYSG{DYf D3/2013 H <br />NO SCALE I TYPICAL SECTION AND <br />GENERAL NOTES <br />ENGINEER DATE CHECKED DATE <br />JAHANT <br />ROAD <br />RESURFACING <br />(Elliott <br />Road <br />to <br />Tully <br />Road) <br />Sheet No. <br />2 of 5 <br />