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i <br />Co i st. GENERAL NOTES <br />Limits of Clearing and Grubbing <br />1. All earthwork, (except for final grading of shoulders and <br />Earthwork (Miscellaneous Areas) placement of shoulder backing material), shall be <br />4' g' 12' 12' a4 4' completed prior to placing finished course of asphalt <br />concrete. <br />22' Pavement Reinforcing Fabric 2. Imported Borrow material shall be a cohesive <br />material selected for its ability to resist erosion. The <br />Var. I Var. _ By <br />Resistance Value (R—Value) and Sand Equivalent <br />8% requirements shall be waived for this material. <br />Conform <br />J r Conform 3. Existing pavement markers may remain in place <br />aAs where asphalt concrete overlay thickness is 0.25' <br />or greater. <br />4. Graveled shoulders shall be constructed by uniformly <br />Existing RoadwayT <br />placing "Shoulder Backin material at the rate of 6 tons0.25 Asphalt Concrete Overlay p g g <br />per station left and 3 tons per station right. The <br />Imported Borrow <br />completed shoulder shall be graded flush with the <br />Typ ) <br />edge of pavement. <br />TYPICAL SECTION 5. Asphalt Concrete shall be placed in two (2) layers <br />of approximate equal thickness with the reinforcing <br />f Sta. 5+65 to Sta. 36+30 fabric between the layers. Placement of the top layer shall <br />Westbound) not begin until the lower layer has been in place a <br />Gravel Shoulder — See <br />3 General Note No. 4 minimum of 12 hours. <br />ro 6. The Contractor shall obtain an encroachment permit from <br />Caltrans for the "Traffic Control System" within their <br />jurisdiction. <br />RECORD DRAWING <br />K CorrrNcbonsay <br />noC+aleyA . MeeqAam <br />13866 7-ZO — 92 <br />Any Pewn Using This Drawing Sho W Verify <br />A All ffrformation By Inspectling The Site Of Work <br />mm <br />A <br />COUNTY OF SAN JOAQUIN t] EVEMTH STREET RESURFound) sheet Na. <br />P No scALE TYPICAL SECTION Grant Lane Rd. to I-5 (Westbound) 2 of 8 <br />Drawn By Date Project Engineer Date Checked Date Submitted Date ppr al Recommended Date <br />bG/q.b 3-/o;g 8y -f 3/9z KW-41 V*t54 692 ey{7 1-