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D BOW EP Up ---32't Cold Plane Pavement 0.25' and Place 0.25' HMA i _ Motch Existin Slope r-. Existing CG&S (to remain in place) (Typ) BOW EP Up 1' �8' 26'-32'f 13't PCC Pavement to - w_ remain in place (Typ) Tl D� Existing CG&S (to remain in place) (Typ) Pow EP Up 1' Matcr i, CO/1St Limits of Clearing and Grubbing - Thornton RoadExisting Roadway Sto 10+26 to Sta 20+88 Sto 24+64 to Sta 33+32 0 CO/7SI of Clearing and Grubbing Xa -34't EP BOW ►,1' Continously Reinforced Concrete Pavement & HMA Base Sto 19+37 to Sto 21+02 See Sheet 9 for Details Plane Pavement 0.25' and Place 0.25' HMA Overlay Thornton Road L-Existing Roadway Stu 22+68 to Stu 24+64 0 COI7Sf of Clearing and Plane Pavement 0.25' and Place 0.25' HMA Overlay ---————--— — — -- -- -- — --- -- --- — -- — - Existing CG&S Thornton Road Existing Roadway (to remain in place) Stu 33+32 to Sto 45+15 (Typ) EP See Sheet 8-- for Shoulder' Detail H CO/7Sf Limits of Clearing and Grubbing 6' 15'-24'f 0.25' HMA Overlay ---------- -- -- - —---------� EP - 1' EXis ing Surface See Sheet 8 for Shoulder Detail corrections by Thornton Road Existing Roadway No 0Nknpsrlow Sta 45+15 to Sta 53+00 Oats ' \ a . _ 7— Any Person Using This DmvAng Should Veflfy AN i °Tifoy •Yt, =Jon 13y Irm 4.yocdng The Ske Of Worls COUNTY OF SAN JOA UIN NO SCALE GENERAL NOTES AND Q I TYPICAL SECTIONS DRAWN BY I DATE I PROJECT ENGINEER I DATE I CHECKED I DATE BOW 1 1' GENERAL NOTES: 1. 0.25' HMA Overlay must be placed in two (2) layers of approximately equal thickness. 2. Core data is unavailable; however, anticipate varying layers of base and roadway surfacing materials within the sectional planing depth of the existing roadway. 3. Placement of HMA Overlay must not begin until the HMA used in pavement repair has been in place for a minimum of 18 hours. 4. Pavement Repair operations not to begin a minimum of 18 hours after Cold Plane is Complete or as directed by the Engineer. 5. Existing highway and utility facilities must remain in place unless otherwise noted. 6. Existing trees, shrubs, fences, mailboxes and other frontage improvements must remain in place unless otherwise noted. 7. Existing drainage facilities must remain in place unless otherwise noted. The Contractor must conduct earthwork operations so as not to modify or obstruct the existing drainage. 8. Hand grinding of roadway surfacing will be required at locations where existing highway and utility facilities are within the Cold Plane Pavement and Pavement Repair limits. Payment for hand grinding will be considered as included in the contract unit price paid for Cold Plane Pavement. 9. The Contractor will be responsible for adequately scheduling inspection and testing of all facilities constructed under this contract with a minimum 24—hour notice to the County. All testing must conform to the Standard Specifications. All re —testing will be paid by the Contractor. 10. The Contractor must place temporary ramps to affected business driveways at the end of each working day if a drop off greater than 0.15' exists. The Contractor must also place temporary ramps at the edge of planing that is more than 0.15'. Ramp materials must be consistent with that of the roadbed (or roadway) surface that is to be placed upon. Payment for this work will be considered as included in the various items of work involved. 11. The Contractor must exercise due caution and carefully preserve survey bench marks, control points, reference points and all survey stakes, and must bear all expenses for replacement and/or errors caused by their unnecessary loss or disturbance. 12. Prior to commencing any work, it will be the Contractors responsibility to have each utility company locate in the field their main service lines and laterals. The Contractor must notify members of the Underground Service Agency (USA) 48 hours in advance of performing excavation work by calling the toll free number (1-800-642-2444) or 811. 13. Construction Funding Signs will be installed by County forces prior to start of work. Maintain and relocate said signs as necessary, or as directed by the Engineer. 14. All HMA used in this project must be formulated using PG 70-10 asphaltic binder. 15. The Contractor must obtain an Encroachment Permit from the State of California for all work and signage in their jurisdiction. Payment for this will be considered to be included in the various items of work involved. 16. The Contractor must use 6" Thermoplastic Traffic Stripes within Coltrans limits for edgelines and lane lines. 17. The Contractor must replace Thermoplastic Traffic Stripes and Markings in the same locations. THORNTON ROAD RESURFACING I Sheet No. (DeBroggi Way to 3,000' North of State Route 12) 2 of 11 Scott Yamada 1 10/2023 I 7tdw,60cra .Sdcc6 1 11/2023 1 57&4e& ,4w-6t" 111/2023