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Limits of Clearing and Grubbing ---� <br /> 1Width — Refer to table Sheet 5 — — - 1 , <br /> Latex Modified Slurry Seal J <br /> SHOULDER DETAIL Existing Roadway SHOULDER DETAIL <br /> with Curb & Gutter (Typ.) without Curb & Gutter (Typ.) <br /> i TYPICAL SECTION <br /> ConstExisting See Note Below <br /> Limits of Clearing Surface <br /> and Grubbing -- - ✓ -'! <br /> R Width — Refer to <br /> Table Sheet 5 <br /> r - � <br /> G — 0.50' Asphalt Concrete <br /> - - - __ - - PAVEMENT REPAIR DETAIL <br /> Note: Width (4' minimum). <br /> _- Existing Roadway Approximate dimensions used for estimating <br /> purposes are available upon request. <br /> SHOULDER DETAIL Dimensions and locations ore subject to <br /> r with A.C. Dike change at Engineer's discretion. <br /> K L <br /> Const GENERAL NOTES <br /> Limits of Clearing <br /> and Grubbing - <br /> g <br /> - _. 1. One week prior to the start of work, the contractor shall m <br /> furnish to the engineer a schedule showing proposed street <br /> closures on each half—day basis. No work shall commence <br /> Width — Refer to Table �f 2•t until this schedule is approved by the engineer. <br /> N <br /> She 5 <br /> 0 2. All intersection radii within project limits shall be slurry seal <br /> coaled to lip of existing curb and gutter or edge of pavement. <br /> 8 3. Slurry seal coot of part circle culvert area is included in <br /> quantities shown for individual streets. <br /> —_ 4. Surface preparation consisting of Asphalt Concrete leveling and <br /> crack sealing will be performed as directed by the Engineer. <br /> Payment shall be by item No. 1 Force Account. <br /> 1 Existing Roadway <br /> SHOULDER DETAIL <br /> S with Curb, Gutter and Part Circle Culvert <br /> o COUNTY OF SAN JOA UIN NO SCALE TYPICAL SECTION AND SLURRY SEAL 2004 Sheet No. <br /> Q CONSTRUCTION DETAILS (Road District 2) 3 of 5 <br /> DRAWN BYDATE /� PROJECT ENGINEER DATE CHECKED DATE APPROVED DATE <br /> .P9 G,bB/oI /' n.A A+G'r:o G/1.�of C✓Z3��Q- mjNta� a ��v�o4 <br />