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Limits of Clearing and Grubbing <br /> 1 Width — Refer to Table Sheets 6, 7 , 8 & 9 1' <br /> Latex Modified Slurry Seal <br /> — — L — — — — — — — — — — — — �i <br /> Roadway SHOULDER DETAIL ExistingRoadSHOULDER DETAIL <br /> with Curb & Gutter y without Curb & Gutter <br /> TYPICAL SECTION <br /> Limits of Clearing <br /> and Grubbing <br /> Width — Refer to <br /> Table Sheets 6, 7, 8, & 9 GENERAL NOTES <br /> r1 <br /> L 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 <br /> 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 /> with A.C. Dike 3. Slurry seal coat of part circle culvert area is included in <br /> quantities shown for individual streets. <br /> 0 4. Asphalt Concrete leveling shall be placed in areas designated <br /> Limits of Clearingby the engineer, prior to placing Slurry Seal. Payment for this <br /> and Grubbing work shall be by Item No. 1 Force Account. <br /> Dv 5. Pavement Repair shall be done in areas designated by the <br /> Width — Refer to Table 2' engineer, prior to placing Slurry Seal. Payment for this work <br /> Sheets 6, 7, 8 & 9 shall be by Item No. 1, Force Account. <br /> n <br /> Additional <br /> Slurry Seal <br /> (See Note 3) <br /> rm — — <br /> M J <br /> Existing Roadway <br /> SHOULDER DETAIL <br /> with Curb, Gutter and Part Circle Culvert <br /> rn <br /> m <br /> COUNTY OF SAN JOAQUIN NO TYPICAL STE�CTION 0N DEA�D (Road SLURRY tSEAL$ 199 5� Sheet <br /> of 9 <br /> Drawn By Date Project Engineer Date Checked Date Submitted I Date Recommendedto <br /> Erika A. Richert 5 96 �7Lwti� <br /> l301$ a %' �i�d G 9� <br />