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F IF <br /> air <br /> 1' 4' 4' 11' Limits of Clearing and Grubbing <br /> ID and Mailbox Relocation's 1❑ <br /> 5' 4' -11' 11' 4' 5' <br /> Finished Surfoce I <br /> Conform �r <br /> � <br /> I 20' Pavement Reinforcing Fabric <br /> L -- - Conform Conform <br /> Shoulder Backing (.,p.) �vk ✓w <br /> Variable Depth - - - - <br /> Ll <br /> p1 SHOULDER DETAIL ------- ---LSto. 165+50 to Sto. 166+30 (Rt.) Shoulder Backing (Typ.) Shoulder Backing (Typ.) <br /> Sta. 179+00 to Sta. 190+00 (Rt.) Variable Depth lE Variable Depth <br /> Sto. 190+00 to Sta. 200+35 (Lt. & Rt.) 0.25' A.C. Overlay <br /> Sto. 200+35 to Sta. 207+00 (Rt.) Existing Roadway <br /> Sta. 157+50 to Sta. 189+00 (0.25' A.C. Overlay) <br /> Sta. 190+00 to Sta. 206+91 (0.33' A.C. Overlay) <br /> i <br /> TYPICAL SECTION <br /> Sta. 156+50 to Sta. 207+31 <br /> LP GENERAL NOTEC <br /> 1. Placement of Asphalt Concrete Surfacing shall not begin until asphalt 3. Placement of the top layer of Asphalt Concrete shall not begin until <br /> concrete used in pavement repair has been in place for 24 hours. the next lower layer has been in place for a minimum of 24 hours. <br /> 2. Asphalt Concrete shall be placed as noted Below: 4. Pavement Markers may remain in place where Asphalt Concrete <br /> r� 0.33' A.C. Thickness - Three (3) layers of approximate equal thickness surfacing exceeds 0.25' thick. <br /> with pavement reinforcing fabric between the bottom and second layer. <br /> PD 0.25' A.C. Thickness - Two (2) layers of approximate equal thickness <br /> with pavement reinforcing fabric on the existing pavement surface. <br /> 0 <br /> z <br /> COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTION FAIRCHILD ROAD RESURFACING sheet No. <br /> (Beecher Road to Jack Tone Rood) 2 of 5 <br /> DRMRI a+ DATE PROJECT ERDe1EER I DATE cNEafFD DATE wBMmED DATE n=eLM100WWH= 1 DATE <br />