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Note: I * Chip Seal is to be placed from fog line to fogline for the following roadways: Q� ,/�' Lower Sacramento Rd (Jahant Rd to 2,250' N/O Liberty Rd (SJ Co. Limits)) Const RECORD DR/4V INI ,,, Peltier Rd (Elliott Rd to Tully Rd) ! Coe-ectbns !!y Tully Rd (Peltier Rd to Peltier Rd) Limits of Clearing and Grubbing ;�� -1tangea b1.,_,,.�_.�,, -- - --- --- i.)ate It %L4 , Var Limits of Polymer Modified Asphaltic Emulsion and Aggregate(Chip Seal) '"� "rslQiVar n $ '•�rswlnr"hqA V. l�Te 1 -2 Refer to Table on Sheet No. 7 - - Center Divide/Curb (Where exists) PCC Curb & Gutter cL - IIo Match -- Chip Seal - -- Chip Seal Match o Y (Where exists) -- AC Dike or PCC w o-I Existing �C_ _ Existing Curb (Where exists) l 1 U _... IO_Pe__� w - -- - — -- - SHOULDER DETAIL Existing Roadway SHOULDER DETAIL With Curb & Gutter Without Curb & Gutter TYPICAL SECTION GENERAL NOTES: 1. Chip seal must be placed in a single layer on existing or prepared asphalt concrete pavement surface. Chip seal is not allowed on existing bridge decks or Portland Cement Concrete surfaces including pavement, railroad crossings, etc. 2. Aggregate must have fine gradation of i" maximum. 3. Two weeks prior to the start of work, furnish to the Engineer a schedule showing proposed street closures on each half -day basis. No work will commence until this schedule is approved by the Engineer. 4. All intersection radii within project limits must be sealed to existing edge of pavement, face of dike or lip of curb and gutter. Before chip seal is to be applied to any area, protect all utility covers, including, but not limited to: maintenance holes, water valves and survey monument frames and covers. Remove protective covers after completing the chip seal operation. Full compensation for said work must be considered as included in the contract unit price for various items of work and no separate payment will be made therefor. 6. Surface preparation work must be as directed by the Engineer. Locations and dimensions of Pavement Repair will be determined by the Engineer and must be placed 18 hours prior to placing chip seal. 7. Remove and dispose of oil existing Thermoplastic Traffic Stripes and Pavement Markings in all project areas. The Contractor is responsible for verifying the quantities within the Project's lirnits of work. See Plan sheet 8 for locations and quantities. 8. Perform street sweeping throughout the duration of the chip seal operations of the project per the specifications. Full compensation for these sweeping operations must be considered as included in the contract unit price paid for various items of work and no separate payment will be made therefor. 9. Unless allowed by written approval from the Engineer, chip seal operations on or in close proximity to streets where schools are situated must occur on the weekend or when school is not in session. 10. Unless allowed by written approval from the Engineer, cease all chip seal operations at 1:00 pm. COUNTY OF SAN JOAQUIN NO SCALE - DRAWN BY DATE PROJECT ENGINEER DATE Terrance Powers 1 /2024 1/19/2024 11. Place Monument Frame and Cover at various locations, see Summary of Quantities for locations. 12. Areas proposed for staging and/or storage of materials within the County right-of-way require written approval from the Engineer. The areas utilized staging and/or storage area must be restored to their original condition. Any damages or unclean conditions to staging or storage areas must be repaired at the Contractor's own expense. Obtain permission from the property owner to stage equipment or store materials on private property. Provide the Engineer a letter of release from the property owner of the areas utilized for staging and/or storage of materials. 13. Traffic delays due to construction operations must not exceed 10 minutes, or � mile of vehicle queue, whichever occurs first. 14. The Contractor must perform final roadway sweeping operations on all chip sealed roads fifteen (15) working days after application. All sweeping operations within or adjacent to a travel lane require traffic control. 15. Removal and disposal of existing monument frames and covers will be required at locations as stated (Replace) on the Summary of Quantities sheet for Place Monument Frame and Cover. Payment for removal and disposal of existing monument frames and covers will be considered as included in the contract unit price paid for Place Monument Frame and Cover. 16. The Contractor must obtain an Encroachment Permit from the County of Sacramento, the City of Lodi and Caltrans for placement for performing traffic control or placing traffic control devices (or performing work) in their jurisdiction(s). Payment for this will be considered to be included in the various items of work involved. 17. The Contractor must enter into an Agreement with the UP RR Railroad for any work within the Railroad's right-of-way. See SECTION 5-1.20C Railroad Relations of the Specifications for further details. 18. The HMA for Pavement Repair must be J" Type A and must utilize PG 70-10 as the asphalt binder. TYPICAL SECTION AND GENERAL NOTES CHECKED DATE 1 /9/2024 CHIP SEAL 2024 I Sheet No. arious Roads in Supervisorial District 1, 3, 4 & 5) 2 of 12