Laserfiche WebLink
Limits of Clearing and Grubbing <br /> Width–Refer to table Sheet 6 & 7 1' <br /> Slurry Seal (Type D) <br /> L_ - _ - - - - _ - _ - -- _ <br /> Shoulder Detail Existing Roadway Shoulder Detail <br /> with Curb & Gutter without Curb & Gutter <br /> TYPICAL SECTION <br /> Limits of Clearing <br /> and Grubbing <br /> Width–Refer to <br /> Table Sheet 6 & 7 <br /> General Notes <br /> 1. One week prior to the start of work, the contractor shall <br /> o fumish to the engineer a schedule showing proposed street <br /> g Shoulder Detail closures on each half–day basis. No work shall commence <br /> with A.C. Dike until this schedule is approved by the engineer. <br /> e D <br /> 0 2. All intersection radii within project limits shall be slurry <br /> See Note Below �Existin Surface seal coated to lip of existing curb and gutter or edge <br /> Existing of pavement. <br /> r— - _ _ - - - _ - — _ _ _ _ - _ - 3. Crack sealing will be completed by San Joaquin Maintenance Forces <br /> prior to beginning of slurry seal work. <br /> z <br /> D <br /> M — — — — — — — — — — — — — — — — — — — — — — — — — — 4. Asphalt Concrete leveling shall be placed in areas designated <br /> 0.50' Asphalt Concrete by the engineer, prior to placing Slurry Seal. Payment for this <br /> work shall be by Item No. 1 Force Account. <br /> A Pavement Repair Detail <br /> D <br /> mNote: Width, length and locations to be <br /> determined by the Engineer. <br /> NCOITNTY OF SAN JOA NO SCALE TYPICAL SECTION AND SLURRY SEAL 1994 Sheet No. <br /> CONSTRUCTION DETAILS Road District 1, 2, & 4 4 OF 8 <br /> Drawn B Dnte Project Engineer Dnte Checked Dote Subrdtted Datero n R onroended Rate <br /> Sora Adlong /moi S¢ -51TIN M*.*d .o <br />