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Limits of Clearing and Grubbing Limits of Clearing <br /> Width—(Refer to Tables 1 ' and Grubbing <br /> Sheet Nos. 6 — 10) Width (Refer to 2' <br /> Sheets 6- 10) <br /> Slurry Seal Additional <br /> Slurry Seal <br /> Existing Roadway _._ " _ <br /> Shoulder Detail Shoulder Detail Shoulder Detail <br /> with Curb & Gutter without Curb & Gutter withCurb, Gutter and <br /> TYPICAL SECTION Part Circle Culvert <br /> LEGEND ART /1/E.EDHAM <br /> 2-5 -92 <br /> Slurry Seamy ,.- 'Jo( YgIiX <br /> �, AN1lrfrjrFz. , . �.:a. R. ,�w ,tw�►k GENERAL NOTES <br /> 1 . One week prior to the start of work the contractor shall <br /> ✓Project Strerfurnish to the engineer a schedule showing proposed street <br /> 't , / �O Non — Project Street closures on each half—day basis. No work shall commence <br /> s 1 f until this schedule is approved by the engineer. <br /> y 2. All intersection radii within project limits shall be slurry <br /> LD, <br /> seal coated to lip of existing curb and gutter or edge <br /> Conform to E.P. a- of pavement. <br /> (Typical) / " 3. Crack sealing, pavement repair, and pavement leveling <br /> will be completed by the San Joaquin County Maintenance <br /> LA Division prior to the beginning of slurry seal work. <br /> z � <br /> 3n 4. Removal of existing reflective pavement markers and <br /> Non — Project Street placement of temporary reflective markers will be completed <br /> by the San Joaquin County Maintenance Division prior to the <br /> _... .. ..._.,,.._ ®.._ __._,..,. _.._._.,, ...._._._ ._.._. _._ _...._.. beginning of slurry seal work. The contractor shall contact <br /> UD Mr. Pete Lepisto at 468-3074 two weeks prior to the start <br /> INTERSECTION DETAILS of work. <br /> A <br /> oON <br /> COUNTY OF SAN JOAQUIN N❑ SCALE AND TYPICAL SEC CONS RUCTIONI DETAILS SLURRY SEAL 1991 Ss of 10°' <br /> Drown By Date Project Engineer Date Checked I Date I Submitted Date A rov t Fecomended I Date <br /> �. 5/1, Kat,. , 5/91 2141 <br />