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Const -- Limits of Clearing and Grubbing and Mailbox Relocation EP I EP 1 ' �— 2' 2' -- -- — — ---- ---- - -- 24' — 25' 2' 2' L) C U-0 . h ?+ o Conform !` Grade existing ground to place TE 1' min width (Typ) GENERAL NOTES: -- Match I �- TE M � r _ Exist Slope Match TE Exist Slope r - --- --- -- — -- — - --------------- --------------- 0.25' HMA Overlay —' Existing Roadway TYPICAL SECTION McKinley Avenue: Sta 10+52 to Sta 105+77 Sta 110+00 to Sta 129+76 Sta 139+36 to Sta 150+00 Conform Variable Depth Shoulder Backing (Typ) NOTE: Reduce Shoulder Backing placement to existing hinge point, if the existing shoulder width is less than 4 feet. 1. 0.25' HMA Overlay must be placed in two (2) layers of approximately equal 0.50' in thickness, the Shoulder Backing must be placed in two (2) or more fully thickness. compacted layers. 2. The asphalt binder for the HMA Type A must be PG 70-10 11. Shoulder Backing material at all intersection radii must receive Penetration Treatment 3. Placement of HMA Overlay must not begin until the HMA used it Pavement Repair at 0.25 gallon/square yard. Limits of the Penetration Treatment work must be has been in place for a minimum of 18 hours. confined to intersection radii plus fifty feet (50') in each direction or to the 4. The HMA for the Pavement Repair, must be 3/4 inch Type A. intersection conform. 5. Placement of HMA Driveways must not begin until the HMA used for Mainline Paving 12. The Contractor will be responsible for adequately scheduling inspection and testing of has been completed. all facilities constructed under this contract with a minimum 24 hour prior notice to 6. Existing highway and utility facilities must remain in place unless otherwise noted. the County. All testing must conform to the Standard Specifications. All re—testing 7. Existing trees, shrubs, fences, mailboxes and other frontage improvements must will be paid by the Contractor. remain in place unless otherwise noted. 13. The Contractor must exercise due caution and carefully preserve survey bench 8. Existing drainage facilities must remain in place unless otherwise noted. The marks, control points, reference points and all survey stakes, and must bear all Contractor must conduct earthwork operations so as not to modify or obstruct the expenses for replacement and/or errors caused by their unnecessary loss or existing drainage. disturbance. 9. Hand grinding of Roadway Surfacing pavement will be required at locations where 14. Prior to commencing any work, it will be the Contractor's responsibility to have each u7 existing highway and utility facilities are within the Cold Plane Pavement and utility company locate in the field their main service lines and laterals. The Pavement Repair limits. Payment for hand grinding will be considered as included in Contractor must notify members of the Underground Service Alert (U.S.A.) 48 hours a the contract unit price paid for Cold Plane Pavement. in advance of performing excavation work by calling the toll free number .,.,, 10. All Earthwork, except for final shoulder grading, must be completed prior to placing (1--800-642--2444) or 811. M the final layer of HMA pavement. No Shoulder Backing material will be deposited or 15. The Contractor must enter into an Agreement with the Union Pacific Railroad for any 0 drifted on the final layer of HMA surfacing. Where the shoulder placement exceeds work within the Railroad's right—of—way. See SECTION 5--1.20C Railroad Relations of the •"i m Specifications for further details. �z COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTION & McKINLEY AVENUE RESURFACING Sheet No. GENERAL NOTES (Roth Road to Ash Street; Stockton City Limits to Stockton City Limits) 2 of 6 ~^ _ DRAWN BY DATE_ PROJECT ENGINEER DATE r—HECKED DATE _ Jonathan Curry 02/23 9��t� � 10� ,,123 Y�� %a'� <<za�-�25/2 3