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Limits of Clearing and Grubbing <br /> Width — Refer to Table Sheets 6, 7 & 8 1 ' <br /> Latex Modified Slurry Seal <br /> -111111111111-1111111111111111111711111 <br /> Shoulder Detail Existing y Roadwa shoulder Detail <br /> with Curb & Gutter without Curb & Gutter <br /> TYPICAL SECTION <br /> f I in <br /> an ru mg <br /> Limits of Clearing <br /> and Grubbing Width — Refer to Table 2' <br /> Width — Refer to Sheets 6, 7 & 8 <br /> Table Sheets 6, 7 & 8 <br /> Additional � <br /> L Slurry Seal \ — <br /> C: Existing Roadway <br /> Existing Roadway <br /> Shoulder Detail <br /> D Shoulder Detail <br /> cn 0 with A.C. Dike <br /> o with Curb, Gutter and Part Circle Culvert <br /> v <br /> m <br /> n <br /> — — � See Note Below � � Existing Surface General Notes <br /> 1 . One week prior to the start of work, the contractor shall <br /> A m furnish to the engineer a schedule showing proposed street <br /> o — closures on each half—day basis. No work shall commence <br /> o y until this schedule is approved by the engineer. <br /> K _ _ _ _ _ <br /> m 2. All intersection radii within project limits shall be slurry seal <br /> 0.50' Asphalt Concrete coated to lip of existing curb and gutter or edge of pavement. <br /> Pavement Repair Detail 3. Asphalt Concrete leveling shall be placed in areas designated <br /> by the engineer, prior to placing Slurry Seal. Payment for this <br /> l Note: Width, length and locations to be determined by the Engineer. work shall be by Item No. 1 Force Account. <br /> m <br /> TYPICAL SECTION AND SLURRY SEAL - 1995 Sheet No. <br /> COUNTY OF SAN JOAQUIN NO SCALE CONSTRUCTION DETAILS Road District 1 ,2 & 4 4 of 9 <br /> Drawn By Dote Project Engineer I Date Checked I Date I ubmitted Date Ap royal Recommended IDate <br /> 8J <br /> 9s �coCr ` 8/96 <br />