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EP 1 ' 2' 2' ••_ -� TE- vaf �8 Conform Grade existing ground to place TE 1' min width (Typ) GENERAL NOTES: Limits of Clearing and Match Exist Slope Const Grubbing and Mailbox Relocation ---------------- EP 24' ___�— _—____ _-_ _�_______.� -� 2' 2' i Match - TE • Exist Slope --,,- 0 .25' lope! 0.25' HMA Overlay - Existing TYPICAL SECTION Kasson Road: Sta 10+05 to Sta 182+00 1. 0.2.5' HMA Overlay must be placed in two (2) layers of approximately equal thickness. 2. Placement of HMA Overlay must not begin until the HMA used in Pavement Repair has been in place for a minimum of 18 hours. 3. Placement of HMA Driveways must not begin until the HMA used for Mainline Paving has been completed. 4. Existing highway and utility facilities must remain In place unless otherwise noted. 5. Existing trees, shrubs, fences, mailboxes and other frontage improvements must remain in place unless otherwise noted. 6. 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. 7. Hand grinding of Roadway Surfacing pavement 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, 8. All Earthwork, except for final shoulder grading, must be completed prior to placing the final layer of HMA pavement. No Shoulder Backing material will be deposited or drifted on the final layer of HMA surfacing. Where the shoulder placernent exceeds 0.50' in thickness, the Shoulder Backing must be placed in two (2) or more fully compacted layers. COUNTY OF SAN JOAQUIN DRAWN BY I DATE I PROJECT ENGINEER MarJa �Omeh 10/ 20221 Roadway 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. 9. Shoulder Backing material at all intersection radii must receive Penetration Treatment at 0.25 gallon/square yard. Limits of the Penetration Treatment work must be confined to intersection radii plus fifty feet (50') in each direction or to the intersection conform. 10. The Contractor will be responsible for adequately scheduling inspection and testing of all facilities constructed under this contract with a minimum 24 hour prior notice to the County. All testing must conform to the Standard Specifications. All re -testing will be paid by the Contractor. 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 Contractor's responsibility to have each NO SCALE TYPICAL SECTION GENERAL_ NOTES —DATE--- CHECKED _DATE_ 3/13/231 Y7�' %c�a G¢� 3/13/23 utility company locate in the field their main service lines and laterals. The Contractor must notify members of the Underground Service Alert (U.S.A.) 48 hours (n advance of performing excavation work by calling e�tol��i b�� 1 --800-642--2444) or 81 1 . RECORD Gan�ollsw� y FIs Owave .3 OCL C, - , OMS h • w-'zTS AAy P*" 11109 W& Drawl" ShoW %%w ft 10 sir M"N"" "a we of VAN* 8c KASSON ROAD RESURFACING Sheet No. (Durham Ferry Road to 0.5 Mi North of Critchett Road) 1 2 of 5