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Conform <br />Const. <br />Limits of Clearing and Grubbing <br />(� Limits of Earthwork (Misc. Areas) <br />4' #4' <br />Imported Borrow <br />(Typ.) <br />Limits of Mailbox <br />Relocation <br />Gravel shoulder—see <br />General Note No -4 <br />12' 12' <br />22' Pavement Reinforcing Fabric <br />Existing Roadway <br />*4' 4' <br />* 0.35' Asphalt Concrete Overlay <br />TYPICAL SECTION <br />Sta. 100+00 to Sta.152+50 <br />* 0.50' — Sta. 110+00 to Sta. 115+00 <br />* 0.50' — Sta. 130+00 to Sta. 134+00 <br />z COUNTY OF SAN JOAQUIN <br />Drawn By Date Project Engineer Date Checked <br />NO SCALE <br />Date Submitted <br />6/,99 0t09dI14 ! r <br />Conform <br />TYPICAL SECTION <br />Date I ApDrov& Recommended <br />z <br />GENERAL NOTES <br />1. All earthwork, (except for final grading of shoulders <br />and placement of shoulder backing material), <br />shall be completed prior to placing finished course <br />of asphalt concrete. <br />2. Existing drainage facilities to remain in place. The <br />contractor shall conduct his earthwork operation so <br />as not to modify or obstruct the existing drainage. <br />3. The Imported Borrow material shall be a cohesive <br />material selected for its ability to resist erosion. The <br />Resistance (R—Value) and Sand Equivalent requirements <br />shall be waived. <br />4. Graveled shoulders shall be constructed by uniformly <br />placing shoulder backing material at the rate of <br />3 tons per station per side. The completed shoulders <br />shall be graded flush with the edge of pavement. <br />5. Asphalt <br />Concrete shall <br />be placed as noted <br />below: <br />0.35' <br />A.C. Thickness <br />— Two (2) layers of <br />approximate <br />equal <br />thickness with <br />Pavement Reinforcing <br />Fabric <br />between the layers. <br />0.50' <br />A.C. Thickness <br />— Three (3) layers of <br />approximate <br />equal <br />thickness with <br />Pavement Reinforcing <br />Fabric <br />between the second <br />and top layer. <br />6. Placement of the first layer of Asphalt Concrete <br />Surfacing shall not begin until Asphalt Concrete <br />used in Pavement Repair has been in place for a <br />minimum of 36 hours. <br />7. Existing pavement markers may remain in place <br />where overlay thickness is 0.25' or greater. <br />8. The contractor shall acquire an Encroachment <br />Permit from City of Tracy for work within <br />the City's jurisdiction. <br />9. P. G. & E. and United Artists Cable facilities <br />located in the shoulder area at Sta. 150+00± Rt., <br />Sta. 152+00± Rt., and Sta. 152+15t Rt. will <br />be adjusted to grade by others after the project <br />is completed. <br />to <br />f3 <br />LARCH ROAD RESURFACING I Sheet No, <br />Corral Hollow Rd. to Tracy Blvd. 9 of 11 <br />