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E� xisting Surface <br /> \\\Ll See Note Below ER DETAILimits of Clearing and Grubbing <br /> SHOULDL SHOULDER DETAIL <br /> with Curb & Gutter 1 Width — Refer toTable Sheets 9, 10, 11, 12, 13 & 14 1without Curb k Gutter <br /> - - — _ Latex Modified Slurry Seal <br /> - - -- - - - - -- --- - --- ----- - -— <br /> / <br /> 0.50' Asphalt Concrete _______ _ _ _ _ _ _ ___ _ _ .� <br /> PAVEMENT REPAIR DETAIL Existing Roadway TYPICAL <br /> SECTION <br /> Note: Width, length and locations <br /> to be determined by the engineer. <br /> Limits of Clearing <br /> and Grubbing <br /> Width — Refer to GENERAL NOTES <br /> Table Sheets 9, 10, 11, 12, 13 & 14 1 . One week prior to the start of work, the contractor shall furnish to the engineer a schedule showing proposed <br /> —� street closures on each half—day basis. No work shall commence until this schedule is approved by the engineer. <br /> i <br /> L--- 2. All intersection radii within project limits shall be slurry seal coated to lip of existing of curb and gutter or <br /> edge of pavement. <br /> ------ <br /> 3. Slurry seal coat of part circle culvert area is included in quantities shown for individual streets. <br /> Existing Roadway 4. Pavement Repair shall be done in areas designated by the engineer, prior to placing Slurry Seal. <br /> SHOULDER DETAIL Payment for this work shall be by Item No. 1, Force Account. <br /> Gil <br /> with A.C. Dike 5. All Thermoplastic legends and striping (lane lines and cross walks) shall be protected from Slurry Seal application. <br /> The cost for the above work is to be considered as included in the Latex Modified Slurry Seal Type 11) item of work. <br /> 0 6. In area 2B — Alpine Avenue (Union Pacific Railroad to Union Pacific Railroad) the existing 3M pavement markings for <br /> Limits of Clea rin line delineation (lane lines, storage lane lines, and edge lines) are not to be slurry sealed. Slurry Seal is to be a <br /> minimum of 2 inches away from any 314—pavement markings. The cost for the above work is to be considered as <br /> and Grubbing included in the Latex Modified Slurry Seal (Type II) item of work. <br /> 9 Width — Refer to Table 2' 7. In area 2B, the working hours for Alpine Avenue and West Lane will be restricted from 8:00 a.m, to 3:30 p.m. <br /> S Sheets 9, 10, 11, 12, 13 do 14 <br /> 8. In area 4A, driveways adjoining businesses on Capital Avenue (Thornton Road to Star Street), shall be sanded <br /> Additional immediately after slurry seal has been placed to provide access for public traffic. <br /> Slurry Seal <br /> U (See Note 3) 9. In area 5D, Schulte Court, Gateway Boulevard, Commerce Way, and Corporate Court shall be slurry sealed on <br /> _ __ Saturday or Sunday. During the placement of slurry seal, one traffic lane in each direction, not less <br /> y F------ than ten feet wide, shall remain open for public traffic at all times. <br /> Existing Roadway <br /> 0 <br /> SHOULDER DETAIL <br /> It with Curb, Gutter and Part Circle Culvert <br /> Z <br /> COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTION AND SLURRY SEAL 2002 Sheet No. <br /> CONSTRUCTION DETAILS (Road Districts 1, 2, 3, 4 do 5) 7 of 15 <br /> Drawn Date I Project Engineer I Date Ch ked Date Submitted Date I Approval =m-mended Date <br /> /Lxu/ >a s, /+/� <br />