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Const. <br /> II <br /> Limits of Clearing and Grubbing <br /> I <br /> Width — Refer to tables on Sheets 6-8 1 ' <br /> Latex Modified Slurry Seal (Type II) <br /> L ` <br /> SHOULDER DETAIL Existing Roadway SHOULDER DETAIL <br /> with Curb & Gutter (Typ.) without Curb & Gutter (Typ.) <br /> TYPICAL SECTION <br /> m GENERAL NOTES <br /> 0 1 . One week prior to the start of work, the contractor shall <br /> C_ furnish to the Engineer a schedule showing proposed street <br /> closures on each half—day basis. No work shall commence <br /> N until this schedule is approved by the Engineer. <br /> D2. All intersection radii within project limits shall be slurry seal <br /> coated to lip of existing curb and gutter or edge of pavement. <br /> i <br /> 4' Min. <br /> 3. All existing manhole frames and covers and concrete <br /> lip of gutters shall be free from Latex Asphalt Emulsion <br /> at the completion of the project. <br /> 0 4. Surface preparation work shall be as directed by the Engineer. <br /> Locations and dimensions of asphalt concrete leveling, pavement <br /> repair and crack sealing will be determined by the Engineer <br /> and shall be completed prior to placing slurrry seal. Payment for <br /> this work shall be item No. 1 , Force Account. 0.50' Asphalt Concrete <br /> 5. The Aggregate for Slurry Seal shall be Type ll. PAVEMENT REPAIR DETAIL <br /> Note: locations to be determined <br /> N 6. No Slurry Seal shall be placed at the following locations: by the Engineer. <br /> • Within 50 feet of Chestnut Street, Mokelumne Street and <br /> Lower Sacramento Road, except as shown on the plans. <br /> n <br /> o • At the Southern Pacific Railroad tracks on Orange Street <br /> and Academy Street. <br /> o • On the Bridge Deck at Orange Street. <br /> COUNTY OF SAN JOA UIN No SCALE TYPICAL SECTION & SLURRY SEAL 2006 Sheet No. <br /> Q GENERAL NOTES (Rood Districts 1 and 4) 4 of 8 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE <br />