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- - >tltO i Conform 1100 2' 1 2' Co st I Limits of Clearing and Grubbin and mailbox relocation 12' --- TE F-0.25' HMA Overlay 30' - Match Exist Slope _ rC ` ' Grade Existing Shoulder to place Tapered Edge, 1' minimum width (Typ) 12' - -- -- 2' 1 2' TE _ Match_ Exist Slope 30 ��37. T Existing Roadway TYPICAL SECTION Sta 10+38 to Sta 62+64 1' of Co rm 0 Variable Depth Shoulder Backing (Typ) F Const Limits of Clearing & Grubbin Existing Roadway Earthwork _ 1 (Misc Areas) 4' 1' Grade (Exist)— - Conform �-0.25' Shoulder Backing SHOULDER DETAIL 2 Sta 16+38 o Sto 19+17 (Rt) GENERAL NOTES: 1. 0.25' HMA Overlay must be placed in two (2) layers of approximately equal thickness. 10. The Contractor will be responsible for adequately scheduling inspection and testing of all 2. Placement of HMA Overlay must not begin until the HMA used in Pavement Repair has facilities constructed under this contract with a minimum_ 24 --hour notice to the County. been in place for a minimum of 18 hours. All Jesting must cdhfor_m to the Standard, Specifications,.-. re --testing will be-.. paid by 3. Placement of HMA Driveways must not begin until the HMA used fora Mainlene_ Paving has the Contractor. been completed. 1 1 . Prior ,to comsnencina any. work, , it will be the Contractors responsibi,lity to have each 4. Existing highway and utility facilities must remain in place unless otherwise noted. utility company locate in the field their main service lines and laterals. The Contractor 5. Existing trees, shrubs, fences, mailboxes and other frontage improvements must remain must notify members of the Underground Service Alert (U.S.A.) 48 hours in advance of in place unless otherwise noted, performing excavation work by calling the tpll free number (1 —80,0-542-2444) or 81 1 . Ir 6. Existing drainage facilities must remain in place unless otherwise noted. The Contractor 12. The Contractor must exercise due caution and carefully perserve survey 'bench marks, must conduct earthwork operations so as not to modify or obstruct the existing control points, reference points and all survey stakes, and must bear all expenses for drainage. replacement and/or, errors caused by their unnecessary loss or disturbance. Hand grinding of roadway surfacing will be required at locations where existing highway 13. The Contractor must obtain an Encroachment Permit from the City of Tracy for and utility facilities are within the Cold Plane Pavement and Pavement Repair limits. placement for performing traffic control or placing traffic control devices (or performing Payment for hand grinding will be considered as included in the contract unit price paid work) in their jurisdiction. Payment for this will be considered to be included in the for Cold Plane Pavement. various items of work involved. 8. All Earthwork, except for final shoulder grading, must be completed prior to placing the 14. The Contractor must enter into an Agreement with the Union Pacific Railroad and cn � final layer of HMA pavement. No Shoulder Backing material will be deposited or drifted California Northern Railroad Company for any work within the Railroad's right—of--way._0onto the final layer of HMA surfacing. Where the shoulder placement exceeds 0.50' in See SECTION 5-1.20C Railroad Relations of the Specifications for further details. 43 thickness, the Shoulder Backing must be placed in two (2) or more fully compacted 15. Adjust Frame and Cover (Sanitary Sewer Maintenance Hole) Must comply with the City b1 D layers. of Tracy Standard Plan No. 118 Frame and Cover Adjustments. ::F 9. Shoulder Backing material at all intersection radii must receive Penetration Treatment at M 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 intersegtion conform. M Z o COUNTY OF SAN JOA(2LTIN NO SCALE GENERAL NOTES AND SCHULTE --ROAD -RESURFACING - sheet No. TYPICAL SECTION (MacArthur Drive to Chrisman Road) 2 of 5 DRAWN BY DATE PROJECT ENGINEER DATE CHF CKi' D DATE KYLE CEFALO 02/23 �y�� 2/27/23ff 2/27/23 j