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BiV) o 1' �-- 0'-4' 0.5' Conform GENERAL NOTES: Const Limits of Clearing and Grubbing and Mailbox Relocation 21' — 24' -- i 20'-23' Geosynthetic Pavement Interlayer (Paving Fabric) Match i Match Exist Slope I Exist Slope �- -----, i— — — —— ------ Plane 0.25' Roadway Surfacing Place 0.25' HMA TYPICAL SECTION Carpenter Road: Sta 10+13 to Sta 51+86 L Existing Roadway 0'— 4' ---� 1 ' 0.5' Vwr_ _J Conform Variable Depth Shoulder Backing (Typ) See Shoulder Detail (Sheet 4) 1. 0.25' HMA Overlay must be placed in two (2) layers of approximately equal 8. Shoulder Backing material at all intersection radii must receive Penetration Treatment thickness with Geosynthetic Pavement Interlayer (Paving Fabric) placed on the at 0.25 gallon/square yard. Limits of the Penetration Treatment work must be existing or prepared surface. confined to intersection radii plus fifty feet (50') in each direction or to the 2. Placement of HMA Overlay must not begin until the HMA used in Pavement Repair intersection conform. has been in place for a minimum of 18 hours. 9. The Contractor will be responsible for adequately scheduling inspection and testing of 3. Existing highway and utility facilities must remain in place unless otherwise noted. all facilities constructed under this contract with a minimum 24 hour prior notice to 4. Existing trees, shrubs, fences, mailboxes and other frontage improvements must the County. All testing must conform to the Standard Specifications. All re—testing remain in place unless otherwise noted. will be paid by the Contractor. 5. Existing drainage facilities must remain in place unless otherwise noted. The 10. The Contractor must exercise due caution and carefully preserve survey bench Contractor must conduct earthwork operations so as not to modify or obstruct the marks, control points, reference points and all survey stakes, and must bear all existing drainage. expenses for replacement and/or errors caused by their unnecessary loss or 6. Hand grinding of AC pavement will be required at locations where existing highway disturbance. and utility facilities are within the Planing Roadway Surfacing and Pavement Repair 11. The Contractor must notify the City of Stockton at (209) 937-8706 72 hours in limits. Payment for hand grinding will be considered as included in the contract advance of adjusting the City of Stockton facilities to finished grade. Refer to the unit price paid for Planing Roadway Surfacing. City of Stockton Standards for adjusting facilities to grade. 7. 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 ti drifted drifted on the final layer of HMA surfacing. Where the shoulder placement exceeds Correcdons gt 0.50' in thickness, the Shoulder Backing must be placed in two (2) or more fully NoChnangSS compacted layers. Orate Any P@rSOfl Sling This L,rawing Sho d kbriry >3= Informsfin ay Wopectinq The Srtp Of Work COUNTY OF SAN JOAQUIN DRAWN BY DATE PROJECT ENGINEER �-�, C��2m,�2a 70/2079 .1a�• �Jc. NO SCALE I GENERAL NOTES AND TYPICAL SECTION DATE CHECKED 14 U Y J� DATE 1(/iZ CARPENTER ROAD RESURFACINGI Sheet No. (South 99 Frontage Road (E) to Mariposa Road) 2 of 4