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Const. <br /> Limits of Clearing and Grubbing <br /> and Mailbox Relocation <br /> 1 ' 4' 4' 16' �I 16' 4' 4' 1 ' <br /> I <br /> 24' Pavement Reinforcing Fabric _ <br /> Var. I Vo r. <br /> 0 0 <br /> w <br /> U 0/0 <br /> 8qVor <br /> i U <br /> 0.25' Asphalt %<�� � >� <br /> Exist. Roadway Concrete Overlay <br /> Variable Depth Variable Depth <br /> o Shoulder Backing Shoulder Backing <br /> TYPICAL SECTION <br /> y <br /> Sta. 1 1 + 10 to Sta. 115+30 <br /> o D <br /> a O <br /> m � <br /> to r <br /> c M <br /> Z <br /> D <br /> M <br /> 0 <br /> y <br /> N <br /> GENERAL NOTES: <br /> 1 . 0.25' Asphalt Concrete Surfacing shall be placed in two (2) Layers of approximate 4. All earthwork, except final grading of the shoulders, shall be completed prior to <br /> equal thickness with Pavement Reinforcing Fabric placed on existing surface. placing final layer of asphalt concrete. No Shoulder Backing shall be deposited <br /> 2. Placement of Asphalt Concrete Overlay shall not begin until the Asphalt Concrete <br /> or drifted on the final lift of asphalt concrete surfacing <br /> used in Pavement Repair has been in place for 18 hours. 5. All existing frontage improvements shall remain in place unless otherwise noted. <br /> �, 3. The Contractor shall conduct Shoulder Backing operations so as not to disturb <br /> dimor obstruct any existing drainage. <br /> o <br /> Wm <br /> r <br /> Z <br /> o NO SCALE TYPICAL SECTION AND PELTIER ROAD RESURFACING Sheet No. <br /> COUNTY OF SAN JOAQUIN GENERAL NOTES (Bruella Road to Elliott Road) 2 of 5 <br /> DRAWN BY DATE PROJECT ENGINEER DATE C CKED DATE APPROVAL RECOMMENDED DATE <br /> D. Gombini 1/07 x/07 l p Z, !`a7 <br /> r <br />