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Limits of Clearing and Grubbing <br /> 1 ' Width — Refer to table Sheet 5 1 ' <br /> Latex Modified Slurry Seal <br /> —1 L <br /> — — — — — — — — — — — — — — —J <br /> SHOULDER DETAIL SHOULDER DETAIL <br /> with Curb & Gutter (Typ.) Existing Roadway without Curb & Gutter (Typ.) <br /> 'i TYPICAL SECTION <br /> Limits of Clearing Const <br /> and Grubbing <br /> Width — Refer to <br /> Table Sheet 5 GENERAL NOTES <br /> L — 1 . One week prior to the start of work, the contractor shall <br /> N. furnish to the engineer a schedule showing proposed street <br /> L — — — — — — — — — closures on each half—day basis. No work shall commence <br /> until this schedule is approved by the engineer. <br /> Existing Roadway <br /> i a 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 /> L quantities shown for individual streets. <br /> Const <br /> 4. Surface preparation work shall be as directed by the Engineer. <br /> Limits of Clearin Locations and dimensions of asphalt concrete leveling, pavement <br /> and Grubbing repair and crack sealing will be determined by the Engineer <br /> and shall be completed prior to placing slurry seal. Payment for <br /> g Width — Refer to Tablethis work shall be item No.t , Force Account. <br /> m Sheet 5 2 t <br /> 5. The Aggregate for Slurry Seal shall be Type Il. <br /> N <br /> P I <br /> A Existing Roadway <br /> SHOULDER DETAIL <br /> D��� <br /> with Curb, Gutter and Part Circle Culvert <br /> COUNTY OF SAN No sc,JOA UIN TYPICAL SECTION AND SLURRY SEAL 1998 Sheet No. <br /> Q CONSTRUCTION DETAILS (Road Districts 2 & 3) 3 of 5 <br /> DRAWN BY DATE PROJECT NGINEER DATE CHECKED DATE SUBMITTED DATE APPRO A ECOMM ENDED DTE <br />