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—M �0 0 0 PCC Curb & Gutter (Where exists) L — Const RECORD DFA ' i N10 CorrecBlowt ®g� No Chkm & Limits of Clearing and Grubbing Datey Any Pelaw Uw5ing This DD ratiding ShgigflCl Vtflk Var Limits of Polymer Asphaltic Emulsion (Seal Coat) and Screenings Var All Infowmm ion Dyj Iintpecdng Thc* SVe* Oft &0U4 1'-2' Refer to Table on Sht No. 8 1'-2' Center Divide/Curb (Where exists) E o 8 L v `o J MATCH Chip Seal Chip Seal MATCH C w �, AC Dike or PCC o p EXISTING If— _--,F EXISTING c°� p o Curb (Where exists) 0 SLOPE _ � � _ SLOPE -------------------- --------------- I----- — ------------- SHOULDER ------------ SHOULDER DETAIL WITH CURB & GUTTER NOTES: TYPICAL SECTION 1. Chip Seal must be placed in single layer on existing or prepared asphalt concrete pavement surface. No chip seal is allowed on existing bridge deck and Portland Cement Concrete surfaces including pavement, railroad crossing, etc. CD Ln 2. r« N 3. s o o �Ln a `n a Z I y 4. � 0 F N m CD D 5. K m v i i Z 6. (n Ln 7. 8. 601 Screenings mast have fine gradation of 4" maximum . One week prior to the start of work, the Contractor must 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. The Contractor is to remove all Pavement Markers, prior to Chip Seal being applied to any area. Full compensation must be considered as included in the contract unit price for Hot Mix Asphalt item of work and no separate payment will be made therefor. Temporary reflective raised pavement markers must be placed in accordance with the manufacturer's instructions, unless instructed differently by the Engineer. Temporary reflective raised pavement markers must be cemented to the surfacing with the adhesive recommended by the manufacturer, except epoxy adhesive must not be used. In addition, these markers must be nailed to the pavement to assist in holding them in place. Washers must be used to keep the nails from pulling through the markers. 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, the Contractor must protect all utility covers, including but not limited to maintenance holes, water valves and survey monument frames and covers. Contractor must remove protective covers after Chip Seal. Full compensation must be considered as included in the contract unit price for various items of work and no separate payment will be made therefor. 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. The Contractor is to remove and dispose all existing Thermoplastic Traffic Stripes and Pavement Markings in all areas. Full compensation must be considered as included in the contract price for Remove Thermoplastic Traffic Stripes and Pavement Markings item of work and no additional compensation will be made therefor. COUNTY OF SAN JOAQUIN NO SCALE DRAWN BY DATE PROJECT ENGINEER DATE QTInccnt c42i CIVP-2018 -3/1Z 3/11g Existing Roadway SHOULDER DETAIL WITHOUT CURB & GUTTER 10. The Contractor must 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. 11. The Contractor must perform Chip Seal operations only on weekends on streets in close proximity to schools, or unless allowed by written approval from the Engineer. The Contractor must not begin Chip Sealing a street after 1:00 PM without the approval from the Engineer. 12. Place Monument Frame and Cover at various locations, see Summary of Quantities for locations and quantities. 13. ,Areas .in County right-of-way used by Contractor for staging and/or storage of materials will be approved by 'the Engineer. The areas utilized by the Contractor for 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. It will be the Contractor's responsibility to obtain permission from the property owner to stage equipment or store materials on private property. The Contractor must provide a letter of release from the property owner of the areas utilized for staging and/or storage of materials. 14. The Contractor must enter into an Agreement with the Central California Traction Company and Union Pacific Railroad for any work within the Railroads' right-of-way. See SECTION 5-1.20C Railroad Relations of the Specifications for further details. 15. The Contractor must post "No Parking - Tow Away" signs at 100 foot intervals on the street(s) to be worked upon, at least 48 hours prior to placing the Chip Seal. These signs must state the day of the week and hours of no parking. 16. "Loose Gravel" signs and "Speed Limit 25 mph" signs will also be required, alternately, at the beginning of the work and at each intersection on both sides of the road. At no time will there be more than 1,500 feet between such warning signs. "Loose Gravel" signs must be placed on each side street a minimum of 50 feet prior to the intersection where such gravel has been placed. 17. Traffic delays due to construction operations must not exceed 10 minutes, or z mile of vehicle queue, whichever occurs first. TYPICAL SECTION AND GENERAL NOTES CHECKED DATE 77 CHIP SEAL 2017-2018I Sheet No. arious Roads in Supervisorial Districts 1, 2, 3, 4 and 5) 2 of 11