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Const. Const. <br /> Limits of Clearing -- - -- - -- Limits of Clearing and Grubbing <br /> an ru ing `J <br /> Width - Refer to table ' Width - Refer to table Sheet 7-9 _. 1' <br /> Sheet 7-9 `4 <br /> Latex Modified Slurry Seal (Type II) Latex Modified) Slurry Seal (Type II) <br /> SHOULDER DETAIL SHOULDER DETAIL <br /> Existing Roadway Existing Roadway <br /> with Curb & Gutter (Typ.) without Curb & Gutter (Typ.) <br /> SHOULDER DETAIL TYPICAL SECTION <br /> with A.C. Dike <br /> Const. GENERAL NOTES <br /> 1. One week prior to the start of work, the contractor shall <br /> Limits of Clearingand Grubbin furnish to the engineer a schedule showing proposed street <br /> -- -- -. g _. . r� closures on each half-day basis. No work shall commence <br /> 6 until this schedule is approved by the engineer. <br /> Width - Refer to tables 4' Min. <br /> i o <br /> 2'± Sheets 7-9 2. All intersection radii within project limits shall he Slurry Seal <br /> coated to lip of existing curb and gutter or edge of pavement. <br /> v 3. Slurry Seal coat of part circle culvert area is required. <br /> o Latei Modified Slurry Seal (Type II) <br /> -- 4. The Contractor is to cover and protect all existing thermoplostic <br /> ---- - -- — pavement markings. The cost for this work is to be included <br /> -- various ems owork, an <br /> 0.50' Asphalt Concrete in the contract prices paid for variitems kd' no <br /> ____ _ __ - -- - - - <br /> -- - PAVEMENT REPAIR DETAIL additional compensation will be allowed therefore. <br /> Existing Roadway Note: locations to be determined <br /> y w by the Engineer. , <br /> may- SHOULDER DETAIL y �� y <br /> with Curb ,Gutter & Part Circle Culvert R �C.y,"'�3„„Tr /. ° �' , <br /> .-i C. �V <br /> LIS nq <br /> COUNTY OF SAN JOA UM NO SCALE TYPICAL SECTION AND SLURRY SEAL 2001 Sheet No. <br /> Q CONSTRUCTION DETAILS Road District 1 , 2, 3 & 4 s of 10 <br /> DRAWN BY PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE AP 0 A COMMENDED 0A <br />