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Limits of Clearing and Grubbing <br /> Width—Refer to table -� <br /> Sheets 5, 6, & 7. <br /> Slurry Seal <br /> (TYPE n) <br /> Shoulder Detail Existing Roadway Shoulder Detail <br /> with Curb & Gutter without Curb & Gutter <br /> TYPICAL SECTION <br /> GENERAL NOTES: <br /> I . One week prior to the start of work, the contractor shall <br /> furnish to the engineer a schedule showing proposed- - 9 9 street <br /> r closures on each half—day basis. No work shall commence <br /> Pro ect Street Non — Project Street <br /> c 0 j 'o until this schedule is approved by the engineer. <br /> A o a <br /> 2. All intersection radii within project limits shall be slurry <br /> Conform to E.P. seal coated to lip of existing curb and gutter or edge <br /> (Typical) of pavement. <br /> � 3. Crack sealing, pavement repairing, and pavement leveling <br /> m will be completed by San Joaquin Maintenance Forces prior <br /> LOC <br /> to begining of slurry seal work. <br /> Non — Project Street <br /> LEGEND <br /> TYPICAL INTERSECTION <br /> Slurry Seal <br /> Refer to Sheet No. 4 for minor deviations. <br /> TYPICAL SECTION AND Sheet No. <br /> Y OF SAN JOAQUIN NO SCALE CONSTRUCTION DETAILS SLURRY SEAL 1992 3 of 7 <br /> Drawn By I Date I Project Engineer Date I Checked I Date I Submitted I Date vat Kornmended I Dat <br /> l+» 3115 4ti '�..� ?ho/' 2ICZf <br /> -3192 O..a),&I,— <br />