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1' 2' 2, EP Grade Existing Shoulder to place Tapered Edge, 1' minimum width (Typ) Co st Limits of Clearing and Grubbing and Mailbox Relocation 21'23' I -- 20'-22' Geosynthetic Pavement Interlayer (Paving Fabric) TE — 0.25' HMA Overlay Match I Match TE X30' Exist Slope Exist Slope ---'--------------------- TYPICAL SECTION Roadway Sta 10+12 to Sta 116!49 — 117+03 EP 2' 1 2' -0.5' E L. QW c Variable Depth Shoulder Backing (Typ) RECOHO QRAWING No Changan" Date GENERAL NOTES: VW Person Using This Drawing Should Verity 1, 0.25' HMA Overlay must be placed in two (2) layers of approximately equal thickness with Geosynthetic Pavement Interlayer All Intbrmat%n By Inspecting The Site Or Wce,- (Paving Fabric) placed . ON TME Wffodl. 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. All Earthwork, except for final shoulder grading, must be completed prior to placing the final layer of HMA Pavement. No Shoulder Backing material must 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. 8. Shoulder Backing material at all intersections radii must receive Penetration Treatment at 0.25 GAL/SQYD. Limits of the Penetration Treatment work l must be confined to intersection radii plus fifty feet (50') in each direction or to the intersection conform. �J N 9. The Contractor will be responsible for adequately scheduling inspection and testing of all facilities constructed under this contract with a minimum 24 hours notice to the County. All testing must conform to the Standard Specifications. All re—testing will be paid by the Contractor. 0 10. 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. C�:OUNTY OF SAN JOAQUIN I NO SCALE I TYPICAL SECTION AND I MURPHY ROAD RESURFACING GENERAL NOTES (Lone Tree Road to Dodds Road) DRAWN BY DATE 0.5'- E 0 DATE o� var Grade Existing Shoulder to place Tapered Edge, 1' minimum width (Typ) Co st Limits of Clearing and Grubbing and Mailbox Relocation 21'23' I -- 20'-22' Geosynthetic Pavement Interlayer (Paving Fabric) TE — 0.25' HMA Overlay Match I Match TE X30' Exist Slope Exist Slope ---'--------------------- TYPICAL SECTION Roadway Sta 10+12 to Sta 116!49 — 117+03 EP 2' 1 2' -0.5' E L. QW c Variable Depth Shoulder Backing (Typ) RECOHO QRAWING No Changan" Date GENERAL NOTES: VW Person Using This Drawing Should Verity 1, 0.25' HMA Overlay must be placed in two (2) layers of approximately equal thickness with Geosynthetic Pavement Interlayer All Intbrmat%n By Inspecting The Site Or Wce,- (Paving Fabric) placed . ON TME Wffodl. 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. All Earthwork, except for final shoulder grading, must be completed prior to placing the final layer of HMA Pavement. No Shoulder Backing material must 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. 8. Shoulder Backing material at all intersections radii must receive Penetration Treatment at 0.25 GAL/SQYD. Limits of the Penetration Treatment work l must be confined to intersection radii plus fifty feet (50') in each direction or to the intersection conform. �J N 9. The Contractor will be responsible for adequately scheduling inspection and testing of all facilities constructed under this contract with a minimum 24 hours notice to the County. All testing must conform to the Standard Specifications. All re—testing will be paid by the Contractor. 0 10. 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. C�:OUNTY OF SAN JOAQUIN I NO SCALE I TYPICAL SECTION AND I MURPHY ROAD RESURFACING GENERAL NOTES (Lone Tree Road to Dodds Road) DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE Sheet No. 2 of 5