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Const Limits of Cleo ring and Grubbing EP I 1'-2 - ------- 18'-43' 19'-30' EP *2 Exist Conform Match Exist Match Exist TYPICAL SECTION Var e Var Slope Var Slcp Va_ Manthey Road (Mathews Rd to 460' S/O Leo Giron Dr): _e_ Sta 10+80 to Sta 16+50 L Sta 22+00 to 26+00 Existing Curb & Gutter Conform *Clearing and Grubbing to existing Fence to remain in place (Typ) Existing 0.25' Cold Plane Pavement Roadway from Sta 24+00 (Rt) to Sto 40+01 (Rt) Place 0.25' HMA Co nst u"MN( Limits of Clearing and Grubbing EP 5'-32' 23'-31' EP *2' 1'-2' /— Existing dike/curb to t% J sr. Match Exist remain in place (Typ) Conform Match Exist Var Slope (where exists) TYPICAL SECTION Var Slope .... .. Manthey Road (Mathews Rd to 460' S/O Leo Giron Dr): Sto 16+50 to Sta 22+00 Conform Sta 26+00 to 40+01 Existing Curb & Gutter to remain in place (Typ) 0.25' Cold Plane Pavement — Existing Roadway *Clearing and Grubbing to existing Fence Place 0.25' HMA from Sta 24+00 (Rt) to Sta 40+01 (Rt) GENERAL NOTES: 1. The HV.A for Mainline Paving and Pavement Repair must be 3/4 inch Type A and must be 1/2 10. All Earthwork, except for final shoulder grading, must be completed prior to placing the final layer inch Type A for Driveways. of HMA pavement. No Shoulder Backing material will be deposited or drifted on the final layer of 2. The asphalt binder for the HMA Type A must be PC 70-10 for Mainline Paving and Pavement HMA surfacing. Where the shoulder placement exceeds 0.50' in thickness, the Shoulder Backing Repairs and must be PC 64-10 for Driveways. must be placed in two (2) or more fully compacted layers. 3. 0.25' HMA Overlay must be placed in two (2) layers of approximately equal thickness on the 11. Shoulder Backing material at all intersection radii must receive Penetration Treatment at 0.25 existing or prepared surface. 0.17' HMA Overlay must be placed in one layer on the existing or gallon/square yard. Limits of the Penetration Treatment work must be confined to intersection radii prepared surface. plus fifty feet (50') in each direction or to the intersection conform. 4. Placement of HMA Overlay must not begin until the HMA used in Pavement Repair has been in 12. The Contractor will be responsible for adequately scheduling inspection and testing of all facilities place for a minimum of 18 hours. constructed under this contract with a minimum 24 hour prior notice to the County. All testing 5. Placement of HMA Driveways must not begin until the HMA used for Mainline Paving has been completed. 13. must conform to the Standard Specifications. All re —testing will be paid by the Contractor. The Contractor must exercise due caution and carefully preserve survey bench marks, control 6. Existing highway and utility facilities must remain in place unless otherwise noted. points, reference points and all survey stakes, and must bear all expenses for replacement and/or U) 7. Existing trees, shrubs, fences, mailboxes and other frontage improvements must remain in place errors caused by their unnecessary loss or disturbance. 1,.j unless otherwise noted. 14. The Contractor must place temporary ramps to affected residents driveways at the end of each 8. Existing drainage facilities must remain in place unless otherwise noted. The Contractor must working day if a drop off greater than 0.15' exists. Romp materials must be consistent with that conduct earthwork operations so as not to modify or obstruct the existing drainage. of the roadbed (or roadway) surface that it is to be placed upon. Payment for this work will be > 9. Hand grinding of Roadway Surfacing pavement will be required at locations where existing highway considered as included in the various items of work involved. M and utility facilities are within the Cold Plane Pavement and Pavement Repair limits. Payment for 15. Removal and disposal of existing monument frames and covers will be required at locations as �13 -7 hand grinding will be considered as included in the contract unit price paid for Cold Plane stated (Replace) on the Summary of Quantities sheet for Place Monument Frame and Cover and r— Pavement. will be considered as included in the contract unit price paid for Place Monument Frame and M Cover. z P GENERAL NOTES AND MANTHEY ROAD AND KLO ROAD RESURFACING Sheet No. COUNTY OF SAN JOAQUIN NO SCALE 1 1 (1,400' S/0 Klo Rd to Briggs Rd; Mathews Rd to 460' S/O 3 8 TYPICAL SECTIONS Leo Giron Dr; West End to Manthey Rd) of DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE Ger Lee 4/24 5/1/24 5/1/24