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Const. Const. <br /> I <br /> Lai ,U-ng ring r� ----. ---- - Limits of Clearing and Grubbing — <br /> Width - Refe6r 8 table IBJ _--y� ------ Width - Refer I table Sheet 6-8Sheet <br /> Latex Modified Slurry Seal (Type II) I Latex Modified Slurry Seal (Type II) j <br /> -- i __ - <br /> ExistingRoadway SHOULDER DETAIL I Existing Roadway SHOULDER DETAIL <br /> y with Curb & Gutter (Typ.) without Curb & Gutter (Typ.) <br /> SHOULDER DETAIL TYPICAL SECTION <br /> with A.C. Dike <br /> Const. GENERAL NOTES <br /> 1 . One week prior to the start of work, the contractor shall <br /> Limits of Clearin furnish to the engineer a schedule showing proposed street <br /> -9 - - -----�� closures on each half-day basis. No work shall commence <br /> and Grubbing - <br /> until this schedule is approved by the engineer. <br /> See Note Below <br /> _2'} Width - Refer to table 2. All intersection radii within project limits shall be Slurry Seal <br /> Sheets 6-8 i coated to lip of existing curb and gutter or edge of pavement. <br /> Latex Modified Slurry Seal (Type II) 3. Slurry Seal coat of part circle culvert area is required. <br /> I� 4. Asphalt Concrete Leveling shall be placed in areas designated <br /> 0.50' Asphalt Concrete by the Engineer, prior to placing Slurry Seal. <br /> PAVEMENT REPAIR DETAIL <br /> V Existing Roadway Note: With, length and locations to <br /> be determined by the Engineer. <br /> 9 SHOULDER DETAIL <br /> F with Curb ,Gutter & Part Circle Culvert <br /> r n � oZ�ol�ol <br /> -C <br /> 0 <br /> COUNTY OF SAN JOA UIN NO scnLE TYPICAL SECTION AND SLURRY SEAL 2000 Sheet No. <br /> Q CONSTRUCTION DETAILS Road District 1 , 2, do 4 4 of g <br /> DRAWN BY PROJECT ENGINEER DATE CHECKED DATE SUBMRTED DATE APP ECOMMENDED TE <br />