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CONST. <br /> GENERAL NOTES <br /> Limits of Clearing l and Grubbing and 1. Contractor shall scarify native soil adjacent to pavement to a <br /> Mailbox Relocation depth of 6 inches and blend shoulder backing material prior to <br /> - '12 "12' compaction. Limits of this work is confined to intersection radii <br /> See See plus 50' each direction. Payment for blending shall be considered <br /> Shoulder • 22' Pavement Reinforcing Fabric Shoulder as included in the contract unit price paid for shoulder backing. <br /> Details Var. -Var. <br /> � Details <br /> onon 2. All earthwork, except for final lift of shoulder backing shall be <br /> Sheet Sheet completed prior to placing the final lift of asphalt concrete <br /> No. 3. No. 3. surfacing. <br /> Existing Roadway 0.25' Asphalt Concrete Overlay 3, Asphalt Concrete shall be placed as noted below: <br /> TYPICAL SECTION 0.17' Thickness — One (1) layer with the pavement reinforcing <br /> fabric on existing or prepared surface. <br /> Liberty Road <br /> Ste. 94+00 to Ste. 309+00 0.25' Thickness — Two (2) layers of approximate equal thickness <br /> a with pavement reinforcing fabric between the layers. <br /> West Frontage Road <br /> j" 4. Surface preparation of existing pavement (advance leveling and <br /> Sta. 4+75 to Sta. 9+86 pothole repair) shall be as directed by the Engineer. Payment <br /> Er <br /> > Refer to Plan Sheets for this work will be by Item No. 1 Force Account. <br /> > 4 thru 10 for pavement East Frontage Road <br /> o > width variations. Sta. 0+50 to Ste. 4+88 <br /> 0 <br /> ♦ Refer to Plan Sheets 5. Placement of asphalt concrete surfacing shall not begin until the <br /> F 4 thru 10 for asphalt concrete used in pavement repair has been in place for <br /> o n thickness variations. one day. <br /> s <br /> a • 24' Sta. 94+00 to Sta. 104+25 (Liberty Rd.) 6. Removal of A.C. Dikes where shown on the plan shall be done <br /> 0 24' Sta. 0+50 to Sta. 4+88 (E. Frontage Rd.) in such a manner as not to damage surface beneath dike. <br /> Payment for Dike removal shall be considered as included in <br /> o the contract unit price for clearing and grubbing. <br /> 7. Contractor shall get an encroachment permit from Caltrans <br /> !( P^ prior to performing work within their Right of Way. <br /> V ' <br /> V <br /> OA <br /> 0 <br /> COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTION AND LIBERTY ROAD RESURFACING Sheet No. <br /> GENERAL NOTES (SR 99 to Bruello Road) 2 of 13 <br /> DRAWN BY DATE PRQI NGINEER DATE CHEC ED DATE SUBMITTED DATE APP y ECOMMENDEDDATE <br /> Z nos wow II/99 ��ro�9 �D I�� lefj' <br />