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Conform ® E.P. <br /> J_ GENERAL NOTES <br /> 00 <br /> Conform 1 1 . All earthwork, (except for final grading of the shoulders and placement <br /> of shoulder backing material) shall be completed prior to placing finished <br /> Existing Width course of asphalt concrete. <br /> 12' min. <br /> 2. The contractor shall conduct his earthwork operation so as not to modify <br /> 0.30' Asphalt Concrete over shaped or obstruct the existing drainage. <br /> and compacted native material. <br /> 3. The Imported Borrow material shall be a cohesive material selected for its <br /> TYPE <br /> E D ability to resist erosion. The Resistance Value (R—Value), and Sand <br /> Equivalent shall be waived for this material. <br /> Conform ® E.P. 4. Graveled shoulders shall be constructed by uniformly placing Shoulder <br /> Backing material at the rate of 3 tons per station per each side. The <br /> T completed shoulder be flush with the edge of pavement. <br /> Q00 5. viscosity rade of the asphalt binder used in the asphalt concrete <br /> shall be 8,001K <br /> Conform 6. Asphalt Concrete shall be placed as noted below: <br /> 0.25' A.C. Thickness —Two (2) layers of approximate equal thickness with <br /> pavement reinforcing fabric between the layers. <br /> 0.17' A.C. Thickness —One (1) layer with pavement reinforcing fabric on <br /> Variable depth Asphalt Concrete existing pavement. <br /> over existing paved driveway. <br /> 7. Existing Asphalt Concrete Dikes which are noted to remain in place shall <br /> R = Conform to existing radius. be sealed with asphalt emulsion as directed by the Engineer. Payment for <br /> TYPE E this work will be by Item #1 , Force Account. <br /> 8. Where superelevations exist on horizontal curves, the new surface slope <br /> n and drainage shall conform to existing. <br /> TYPICAL DRIVEWAYS <br /> - <br /> 9.9. Where A.C. dikes are to be removed, the removal shall be done in such a <br /> y n manner so that the surfacing which is to remain in place is not damaged. <br /> 0 <br /> (J D <br /> See Note Below <br /> rExisting surface <br /> � - - - - - <br /> M — — — — — <br /> z <br /> D <br /> 3 <br /> M1 0.75' Asphalt Concrete <br /> Note: Width, length, and locations to <br /> be determined by Engineer. <br /> d <br /> A <br /> • M PAVEMENT REPAIR DETAIL <br /> CONSTRUCTION TRACY BOULEVARD RESURFACING stet No <br /> Z . <br /> o COUNTY OF SAN JOAQUIN NO SCALE DETAILS & NOTES (Platt i Road to Howard Road 10 of 12 <br /> Drawn By Date Project Engineer Date Checked Date _ Submitted Date Approval Re omnended __ Late <br /> AL ' r/9s— <br />