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4'---- 2' TE ----I 8 Conform - Const Limits of Clearing and Grubbing and Mailbox Relocation 1 ' - EP EP ---------- - -- - X — --- ----- J Match ! Match ' Exist Slope tExist Slope — Existing Roadway 0.25' _HMA Overlay Grade Existing Shoulder to place Tapered Edge, TYPICAL SECTION 1' minimum width (Typ) RECORD DRAWING cmirec"M W, ftCww"f Dots /o - 2 7 -no 3 "y Prreon Using This Dmwirq Should visrwv M kdormstion By InepectiM The S+re Ar VWwf• 1. 2. 3. 4. 5, 6. 7. N. M 9. GENERAL NQTUS 0.25' HMA Overlay must be planed in two (2) layers of approximately equal thickness. Placement of HMA Overlay must not begin until the HMA used in Pavement Repair has been in place for a minimum of 18 hours. Placement of HMA Driveways must not begin until the HMA used for Mainline Paving has been completed, Core data is unavailable; however, anticipate varying layers of base and roadway surfacing materials within the sectional planing depth of the existing roadway. Existing highway and utility facilities must remain in place unless otherwise noted. Existing trees, shrubs, fences, mailboxes and other frontage improvements must remain in place unless otherwise noted. 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. 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. 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. 2 F--4'-1 -- �--TE Conform § Variable Depth Shoulder Backing (TYP) §=Reduce width where obstructions occur. Where conditions dictate, place as directed by the Engineer. NOTE: Lane width must be paved to sufficiently place HMA dikes in --kind on Linne Road overpass over Interstate 5. 10. 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 placement exceeds 0.50' in thickness, the Shoulder Backing must be placed in two (2) or more fully compacted layers. 11. 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. 12. 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. 13. Removal and disposal of existing monument frames and covers will be required at locations as stated on the Summary of Quantities sheet for Place Monument Frame and Cover. Payment for removal and disposal of existing monument frames and covers will be considered as included in the contract unit price paid for Place Monument Frame and Cover. COUNTY OF SAN JOA UIN NO SCALE TYPICAL SECTION `1 AND GENERAL NOTES DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE Shawn'DAvis 3/23 � a 31�1Z3 I% 3/9/23 KOSTER ROAD AND LINNE ROAD RESURFACING Sheet No. (Durham Ferry Road to Linne Road; Ahern Road to Koster Road) 2 of 5 LANE WIDTH SCHEDULE LEFT RIGHT BeLane gin Station End Station I Lane Width (X) Begin End Width Station Station (x) KOSTER ROAD 10+57 115+67 11' LINNE .eY 10+57 115+67 11' ROAD 150-4-25 187+25 12' 150+25 187+87 12' 187+25 194+70 16'-18' 187+87 194+70 15'-18' 196+78 203+18 16'-18' 196+78 202+97 16'-18' 203+18 248+43 12' 202+97 248+43 1 12' NOTE: Lane width must be paved to sufficiently place HMA dikes in --kind on Linne Road overpass over Interstate 5. 10. 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 placement exceeds 0.50' in thickness, the Shoulder Backing must be placed in two (2) or more fully compacted layers. 11. 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. 12. 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. 13. Removal and disposal of existing monument frames and covers will be required at locations as stated on the Summary of Quantities sheet for Place Monument Frame and Cover. Payment for removal and disposal of existing monument frames and covers will be considered as included in the contract unit price paid for Place Monument Frame and Cover. COUNTY OF SAN JOA UIN NO SCALE TYPICAL SECTION `1 AND GENERAL NOTES DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE Shawn'DAvis 3/23 � a 31�1Z3 I% 3/9/23 KOSTER ROAD AND LINNE ROAD RESURFACING Sheet No. (Durham Ferry Road to Linne Road; Ahern Road to Koster Road) 2 of 5