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GENERAL NOTES <br /> 1 . Imported Borrow shall be a cohesive material <br /> f� selected for its ability to resist erosion. <br /> Y The R—Valve and Sand Equivalent requirements <br /> Const• shall be waived for this material. <br /> • Limits of Clearing, and Grubbing and 2. All earthwork (except for final grading of <br /> Earthwork (Miscellaneous Areas) the shoulders and placement of shoulder backing <br /> 4 4 12 material) shall be completed prior to placing <br /> 12' 4' 4' finished course of asphalt concrete. <br /> 3. Groveled shoulders shall be constructed by <br /> 22' Pavement Reinforcing Fabric uniformly placing "Shoulder Backing" material <br /> Conform I at a rate of 3 tons per station (each side). The <br /> Conform completed shoulder shall be flush with the edge <br /> 135 Var. Var of pavement. <br /> o<...::....:::::::..::: . 89, V 4. Placement of Asphalt Concrete Surfacing shall not <br /> °rbegin until Asphalt Concrete used for Pavement <br /> Repair has been in place for a minimum of <br /> L-------- —Exiting R------oadwa---- <br /> --- ---------------� 36 hours. <br /> Shoulder Backing 5. Existing pavement markers may remain in place <br /> ■ Imported Borrow 0.25' Asphalt Concrete overlay (Typ.) where overlay thickness is 0.25'. <br /> (Typ ) sy <br /> 6. Where superelevations exist on horizontal curves <br /> the new surface slope and drainage shall conform <br /> TYPICAL SECTION to existing. <br /> Sta. 4+70 to Sta. 109+90t 7. Pavement Reinforcing Fabric shall be placed <br /> i <br /> between the layers of Asphalt Concrete. <br /> 0 <br /> � D <br /> 3 n <br /> g D <br /> p �' <br /> $ r <br /> M <br /> • Limits of mailbox relocation <br /> v A Gravel shoulder—see <br /> M General note No. 4 <br /> E Refer to General <br /> Note 1 <br /> d <br /> A <br /> D <br /> m <br /> COUNTY 0r SAN JOA N❑ SCALE TYPICAL SECTION COMMSMK $RW Jack <br /> Sheet <br /> 5 a <br /> Drawn By Date Project Engineer I Date Checked I Date I Submitted Datepr v commended ate <br /> 13. fie+ t V93 q.4 � Alen vim, .... _. aka �r,._.,�/ // / <br />