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m z 0 Const ®/® Limits of Clearing and Grubbing Var Limits of Asphaltic Emulsion and Screenings Var Refer to Table on Sht No. 6 1'-2' Eoo o_, hip Seal cw AC Dike (Where exists) C @J o U 1Match Exist Match Exist r —�-- --- -------------------------------- SHOULDER DETAIL ( Existing Roadway SHOULDER DETAIL WITH CURB & GUTTER WITHOUT CURB & GUTTER (Arch Rd & Morada Ln) TYPICAL SECTION (Refer to Sht No. 6 for Project Limits) NOTES: 1. Chip Seal must be placed in single layer on existing or prepared asphalt concrete pavement surface. 8. The Contractor must perform street sweeping throughout the duration of the Chip Seal operations of No chip seal is allowed on existing Portland Cement Concrete surfaces including pavement, bridge the project per the specifications. Full compensation for these sweeping operations must be deck, railroad crossing, etc. considered as included in the contract unit price paid for Chip Seal item of work and no separate 2. Screenings must have fine gradation of 4" maximum for all roads except the southern end section of payment will be made therefor. MacArthur Drive where medium gradation of $" maximum must be used. 9. The Contractor must perform Chip Seal operations only on weekends on streets where schools are situated or unless allowed by written approval from the Engineer. The Contractor must not begin 3. One week prior to the start of work, the Contractor must furnish to the Engineer a schedule showing Chip Seal a street after 1:00 pm without the approval from the Engineer. Speed bumps must not be proposed street closures on each half-day basis. No work will commence until this schedule is Chip Sealed. approved by the Engineer. 10. Areas in County right-of-way used by Contractor for staging and/or storage of materials will be 4. All intersection radii within project limits must be sealed to existing edge of pavement, face of dike or approved by the Engineer. The areas utilized by the Contractor for staging and/or storage area must lip of curb and gutter. be restored to their original condition. Any damages or unclean conditions to staging or storage 5. Before Chip Seal is to be applied to any area, the Contractor must protect all utility covers, including areas must be repaired at the Contractor's own expense. It will be the Contractor's responsibility to but not limited to maintenance holes, water valves and survey monument frames and covers, obtain permission from the property owner to stage equipment or store materials on private Contractor must remove protective covers after Chip Seal. Full compensation will be considered as property. The Contractor must provide a letter of release from the property owner of the areas included in the unit price for Chip Seal item of work. utilized for staging and/or storage of materials. 6. Surfacepreparationwork must be as directed by the Engineer. Locations and dimensions of 11. The Contractor must enter into an Agreement with the Burlington Northern Santa Fe Railway and pavement repair will be determined by the Engineer and must be placed 18 hours prior to placing Union Pacific Railroad for any work within the Railroads' right-of-way. See SECTION 5-1.20C Railroad Chip Seal. Relations of the Specifications for further details. 7. The Contractor is to remove and dispose all existing Thermoplastic Traffic Stripes and Pavement 12. Full compensation of pothole repair will be considered as included in the unit price for Crack Markings in all areas. The cost for this work is to be included in the contract prices paid for Remove Treatment (Type 3) item of work. Thermoplastic Traffic Stripes and Pavement Markings item of work, and no additional compensation 13. Place Monument Frame and Cover at various locations, see Summary of Quantities for locations and will be allowed therefore. quantities. COUNTY OF SAN JOAQUIN � No SCALE C in 15- 2 Sheet No. 2 of 7