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Limits of Clearing and Grubbing GENERAL NOTES: <br /> 1. Maintaining Traffic — All streets except for Pershing Avenue <br /> Width — Refer to Table 1 and Plymouth Road may be closed during slurry seal application <br /> Sheet No. 4 for a maximum time of 4 hours, however, streets may not be <br /> closed simultaneously that will Inconvenience an entire area. On <br /> Pershing Avenue one 10' wide traffic lane in each direction shall <br /> Slurry Seal remain open at all times. On Plymouth Road one 12' wide traffic <br /> lane shall remain open at all times. One week prior to the start <br /> of work, the contractor shall furnish to the engineer a schedule <br /> R //\ showing proposed street closures on each half—day basis. No <br /> �— work shall commence until this schedule is approved by the <br /> Shoulder Detail L Existing Roadway Shoulder Detail engineer. <br /> with Curb & Gutter without Curb & Gutter <br /> 2. All Intersection radii within project limits shall be slurry seal <br /> coated to Ilp of existing curb and gutter or edge of pavement. <br /> TYPICAL SECTION 3. Crack sealing, pavement repairing, and <br /> pavement leveling will be <br /> completed by San Joaquin County Maintenance Forces prior to <br /> No Scale beginning of slurry seal work. <br /> Q) <br /> Y <br /> D <br /> > <br /> D <br /> o Y — <br /> U <br /> Project Street Non — Project Street <br /> i o <br /> a <br /> Conform to E.P. <br /> M (Typical) <br /> z <br /> D <br /> 3 <br /> Non — Project Street <br /> c — — — — — — — — — — <br /> X <br /> D <br /> M <br /> A INTERSECTION DETAILS <br /> No SCALE <br /> COUNTY OF SAN JOA UIN TYPICAL SECTION AND ROAD DISTRICT 2 Sheet No. <br /> Q CONSTRUCTION DETAILS SLURRY SE 1989 3 of 4 <br /> Dram by IDote Prc,µct Egneer Date Checked Dote Suhmltted Date Al;er.v.t Recommended Date <br />