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Conform <br />Existing <br />Ground <br />A <br />1' k�3'-4'- <br />� B9 <br />Shoulder Backing (Typ) <br />Const <br />I <br />Limits of Clearing and Grubbing and Mailbox Relocation <br />1 <br />20'-21' <br />I <br />18'-19' Pavement Reinforcing Fabric -- <br />— 0.25' AC Overlay <br />------------------ <br />Existing Road Structure <br />Variable Depth <br />TYPICAL <br />Nag <br />SECTION <br />Bethany Road: Sta 10+38 to Sto 49+12; Larch Road: <br />Sto 10+1 <br />1 to Sto 35+16 <br />l <br />ee Road: Sta 10+21 to Sto 76+13 <br />Conform <br />Existing <br />Ground <br />�N � Earthwork (Miscellaneous Areas) <br />Naglee Road: DStaet 60+00 Lt to Sta 66+89 Lt ( `r '� L� � u h /� \ /� I N r <br />F� See Shoulder Detail Sheet No. 5 `/V r, /-��/ 1 <br />z� corrections By, _ <br />N <br />No Changes By _ <br />)ate 1 t 1 N <br />GENERAL NOTES: Any Person Using This Drawing Should Verify <br />f` 1 . Placement of Asphalt Concrete overlay shall not begin until the Asphalt Concrete used in Pavement Repair has bedn I "prd`c 'tbv '18""hours�.' T '' Ite ()f Wnr'. <br />2. The 0.25' Asphalt Concrete shall be placed in two (2) layers of approximately equal thickness with Pavement Reinforcing Fabric placed on existing or <br />prepared surface. <br />A <br />3. Placement of all Asphalt Concrete Driveways shall not begin until the Asphalt Concrete used for Mainline Paving has been in place for a minimum of 18 <br />hours. <br />4. All earthwork (except for final shoulder grading) shall be completed prior to placing final layer of Asphalt Concrete. No Shoulder Backing material shall be <br />deposited or drifted on the final layer of Asphalt Concrete surfacing. Where the shoulder placement exceeds 0.30' in thickness, the Shoulder Backing shall <br />be placed in two (2) or more fully compacted layers. <br />z <br />A 5. Existing drainage facilities shall remain in place unless otherwise noted. The Contractor shall conduct earthwork operations so as not to modify or <br />obstruct the existing drainage. <br />6. All existing trees, shrubs, fences and other frontage improvements are to remain in place unless otherwise noted. <br />7. Shoulder Backing material at all intersection radii shall receive Penetration Treatment at 0.25 gallon/square yard. Limits of the Penetration Treatment work <br />v, shall be confined to the intersection radii plus fifty feet (50') in each direction or to the intersection conform. <br />8. Contractor required to obtain encroachment permit from the City of Tracy for work within their city limits. <br />0 <br />9. The Contractor shall be responsible for adequately scheduling inspection and testing of all facilities constructed under this contract. All testing shall <br />m conform to the Standard Specifications. All re—testing shall be paid by the Contractor. <br />A <br />r <br />M <br />z <br />COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTION NORTHWEST TRACY STREETS RESURFACING <br />AND GENERAL NOTES (Bethany Road, Larch Road, Naglee Road) <br />DRAWN BY DATE PROJECT GINEER DATE CHECKED DATE <br />Tz. gorsdorf 20/2023 (j 0 C —= L2II'I It �n/ 1 �L/le/i3 <br />Sheet No. <br />2 of 6 <br />