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Const. <br /> * Limits of Clearing and Grubbing <br /> and -E-aFThworscellaneousAreas) <br /> 2' 6' 10' 10' �4' 4' <br /> GENERAL NOTES <br /> I <br /> dor gy, _ Var. Var. <br /> Conform -- 8X Var._ <br /> Conform 1. All earthwork (except for final grading of the <br /> va x shoulders and placement of shoulder backing <br /> material) shall be completed prior to placing <br /> _____J � finished course of asphalt concrete. <br /> Imported Borrow Shoulder Backing <br /> (Typ ) 0.25' Asphalt (Typ,) 2. Gravel shoulder shall be constructed by <br /> Existing Roadway Concrete Overlay uniformly placing "Shoulder Backing" material <br /> at a rate of 3 tons per station at the <br /> TYPICAL SECTION following locations: Sta. 5+12 to Sta. 18+48 <br /> Refer to "Shoulder Detail" below Rt., Sta 14+50 to Sta. 18+48 Lt., and at <br /> for minor deviation. Sta. 5+12t to Sta. 18+48t the rate of 4.5 tons per Sta. at Sta. 5+12 <br /> to Sta. 14+50 Lt. <br /> 0 <br /> D r <br /> Const. <br /> = m • Limits of Clearing and Grubbing <br /> WzD and Earthwork (Misc. Areas) <br /> x � <br /> m m e Limits of Mailbox Relocation <br /> ♦ Gravel Shoulder—See <br /> D8, I General Note No. 4 <br /> M Conform r �-- <br /> � <br /> W —77AW <br /> m <br /> E Imported Borrow Shoulder Backing <br /> z (Typ•) <br /> 0 <br /> A SHOULDER DETAIL <br /> !2 Sto 14+50 to Sta 18+48t Lt. <br /> to (North side) <br /> 0 <br /> z <br /> 0 <br /> COUNTY OF SAN JOAQUIN NO SCALE 7YPICAL SEMON AND SHOULDER DETAILS CATHERINE WAY RESURFACING Sheet No. <br /> Escalon City Limits to St. John Avenue 2 of 4 <br /> Drawn By Date Project Engineer Date Checked Date Submitted Date Ap v commended Date <br />