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Cost. GENERAL NOTES <br /> 1 1. Imported Borrow shall be a cohesive <br /> Limits of Clearing and Grubbing material selected for its ability to resist <br /> Earthwork (Misc. Area) erosion. The R—value and Sand Equivalent <br /> requirements shall be waived for this <br /> 4' �4' 10' 10' �4' 4' material. <br /> The Imported Borrow between Sta. 3+00 <br /> 18' Pavement Reinforcing Fabric to Sta. 8+00 right (South side) shall be <br /> a "Top Soil' material, conforming to <br /> Conform Conform Section 20-2.01, "Top Soil", of the <br /> Standard Specificaitons. <br /> \1�R _ 8% Var. VarTsphMt <br /> 8 <br /> V 2. All earth work (except for final grading <br /> of shoulders and placement of shoulder <br /> backing material) shall be completed <br /> 0.30Concrete Overlay prior to placing finished course of <br /> asphalt concrete. <br /> Imported Borrow Existing Roadway Refer to "Shoulder Detail" <br /> (Typ.) below for minor deviations. 3. Graveled shoulders shall be constructed <br /> by uniformly placing "Shoulder Backing" <br /> material at a rate of 3 tons per station <br /> (each side). The completed shoulder shall <br /> TYPICAL SECTION be flush with the edge of pavement. <br /> Shoulder backing shall be eliminated <br /> Stu. 0+20f to Sta. 21+80 between Sta. 3+00 and Sta. 8+00 <br /> right (South side). <br /> Const. Limits of Clearing and Grubbing 4. Pavement Reinforcing Fabric shall be <br /> Earthwork (Misc. Area ) placed between the layers of Asphalt <br /> o Concrete. <br /> 0 n 10' <br /> 0 o I Conform <br /> n <br /> Or <br /> nri Limits of mailbox relocation <br /> Imported Borrow <br /> z <br /> a Gravel shoulder—see General Note <br /> X No. 3 SHOULDER DETAIL <br /> Sta. 3+00 to Sta 8+00 Rt. <br /> (South side) <br /> 70 c7 Refer to General Notes No.1 <br /> v and No. 3. <br /> E <br /> m <br /> COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTION COMSTOCK ROAD RESURFACING Sheet No. <br /> Pe Lane to State Route 88 2 of 4 <br /> Drawn B Date Date Project Engineer Checked Datte� Submitted Date Ap roval Re ommended Date <br />