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Limits of Clearing and Grubbing <br /> 1' Width — Refer to Table Sheets 6, 7, 8, 9, & 10 1 ' <br /> Latex Modified Slurry Seal <br /> Z <br /> SHOULDER DEMIL <br /> SHOULDER DETAIL <br /> Existing Roadway <br /> with Curb & Gutter without Curb & Gutter <br /> TYPICAL SECTION <br /> Limits of Clearing <br /> and Grubbing <br /> Width — Refer to <br /> Table Sheets 6, 7, 8, 9, & 10 GENERAL NOTES <br /> 1. One week prior to the start of work, the contractor shall <br /> furnish to the engineer a schedule showing proposed street <br /> closures on each half—day basis. No work shall commence <br /> until this schedule is approved by the engineer. <br /> Existing Roadway 2. All intersection radii within project limits shall be slurry seal <br /> SHOULDER DETAIL coated to lip of existing curb and gutter or edge of pavement. <br /> s with A.C. Dike 3. Slurry seal coat of part circle culvert area is included in <br /> $ quantities shown for individual streets. <br /> 4. Surface preparation work shall be as directed by the Engineer. <br /> Limits of Clearing Locations and dimensions of asphalt concrete leveling, pavement <br /> and Grubbing repair and crack sealing will be determined by the Engineer <br /> and shall be completed prior to placing slurry seal. Payment for <br /> gWidth — Refer to Table 2 this work shall be item No.t, Force Account. <br /> Fn Sheets 6, 7, 8, 9, & 10 5. The Aggregate for Slurry Seal shall be Type II <br /> Additional <br /> Slurry Seal <br /> N (See Note 3)rri — <br /> v � <br /> 777— Existing Roadway <br /> a SHOULDER DETAIL <br /> with Curb, Gutter and Part Circle Culvert <br /> $ No SCALE TYPICAL SECTION AND SLURRY SEAL 1997 Sheet No. <br /> COUNTY OF SAN JOAQUIN CONSTRUCTION DETAILS (Road Districts 1 , 3, & 4) 4 of 10 <br /> DRAWN BY DATE I PROJECT ENGINEERpt <br /> CHECKED DATE SUBMITTED DATE APPROVAL MENDED DATE <br /> Jeff Roes 5/97 <br />