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CL _ Limits of Cleanng <br /> Const. -� and Grubbing <br /> L _Width Refer to Table <br /> _ <br /> Sheets 6 - 10 <br /> Limits of Clearing and Grubbing <br /> .. _ _ <br /> f1 Width - Refer to lobi es on Sheets 6-10 - - - 1 ' <br /> - Existing Roadway <br /> Latex Modified SHOULDER DETAIL <br /> Slurry Seal (Type II) <br /> with AC Dike <br /> Z <br /> Limits of Clearing <br /> SHOULDER DETAIL —Existing Roadway SHOULDER DETAIL and Grubbing <br /> _ <br /> with Curb & Gutter (Typ) without Curb & Gutter (Typ) Width - Refer to Table_Sheets 6 - 10 2' <br /> Additional <br /> TYPICAL SECTION Slurry seal <br /> G (See Note 6) <br /> IGENERAL NOTES — — J <br /> 1 . One week prior to the start of work, the contractor shall Existing Roadway <br /> furnish to the Engineer a schedule showing proposed street SHOULDER DETAIL <br /> n closures on each half-day basis. No work shall commence with Curb, Gutter and Part Circle Culvert <br /> Q until this schedule is approved by the Engineer. <br /> s 2. All intersection radii within project limits shall be sealed to lip of <br /> existing curb and gutter or edge of pavement. <br /> If 3. Before slurry seal is tobe applied to any area, the Contractor shall �, 4' Min <br /> protect all utility covers, <br /> , including but not limited to manholes, water <br /> fo valves, and survey monument frames and covers. <br /> d 4. Surface preparation work shall be as directed by the Engineer. <br /> Locations and dimensions of pavement repair and crack sealing will <br /> be determined by the Engineer and shall be completed prior to <br /> 'g placing slurry seal. <br /> 5. The Aggregate for Slurry Seol shall be Type Il. 0.50' Asphalt Concrete <br /> 6. Slurry seal coat of part circle culvert area is included in quantities PAVEMENT REPAIR DETAIL <br /> u, shown for individual streets. <br /> a <br /> 7. The Contractor is to remove all existing thermoplastic pavement Note: Width (4' minimum). Approximate dimensions <br /> ' o markings and striping in all areas. The cost for this work is to be used for estimating purposes are available upon <br /> _ ^ o included in the contract prices paid for Remove Thermoplastic request. Dimensions and locations are subject to <br /> f Pavement Marking and Remove Thermoplastic Traffic Striping items of change at Engineer's discretion. <br /> work, and no additional compensation will be allowed therefore. <br /> 0 7 �7 <br /> COUNTY OF SAN JOA V1N NO SCALE TYPICAL SECTION, GENERAL NOTES & SLURRY SEAL 2008 Sheet No. <br /> Q CONSTRUCTION DETAILS (Road Districts 2, 3, 4, and 5) 4 of 17 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE <br />