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0 Shoulder Details EP Sheet No. 5 TC 0.5' 0.12' HMA var Overlay , f COI7St Limits of Clearing and Grubbingi and Mailbox Relocation 10'-11' HMA Overlay 19'-21' Geosynthetic Pavement Interlayer Paving Fabric 1%-2% Slope 1%-2% Slope - 11 -------- 0.13' (Min)JT--- L0.12' HMA Overlay Var Depth I See RSP P75 Leveling Course Existing Roadway (Leveling Course) Detail A TYPICAL SECTION (Typ) Sta 10+11 to Sta 61+65 Sta 107+00 to Sta 117+29 EP, (Existing) Existing HP Var Naglee Burk�{1'-2' 0.5'-4' Irrigation Ditch Saw cut & Remove Var f C007St Limits of Clearing and Grub Ibing and Mailbox Relocation (New) 10' (Finished Roadway Width) 10' 1.5' 19' Geosynthetic Pavement I Interlayer (Paving Fabric) �30• 1%-2% Slope A i 0.12' HMA Overlay 1%-2% S EP Sheet No. 5 E ar Existing Surface (Typ) —Grade Existing Shoulder to place Tapered Edge 1' minimum width (T ) YyP �r oRAW I N 4 No Change EP See Shoulder Details �iheet No. TE Var ------------------------ ------------------ \ / 0.12' HMA Overlay 0.13' (Min) -----J -- Var Depth Leveling Course Existing Roadway (Leveling Course) TYPICAL SECTION —�� (Typ) Sta 61 +65 to Sto 107+00 Existing Surface (Typ) Grade Existing Shoulder to place Tapered Edge 1' minimum width (Typ) GENERAL 1. NOTES: HMA placed in two (2) layers: 0.12' HMA with Geosynthetic Pavement Interlayer 8. All Earthwork, except for final shoulder grading, must be completed prior to placing the (Paving Fabric) over 0.13' (Min) Leveling Course placed on the existing surface final layer of HMA Pavement. No Shoulder Backing material must be deposited or drifted to establish a 1%-2% cross slope. on the final layer of HMA surfacing. Where the shoulderlacement exceeds 0.50' in 2. Placement of HMA Overlay must not begin until the HMA used in Pavement Repair thickness, the Shoulder Backing must be placed in two (2) or more fully compacted layers. has been in place for a minimum of 18 hours. 9. Shoulder Backing material at all intersections radii must receive Penetration Treatment at 3. Placement of HMA Driveways must not begin until the HMA used for Mainline Paving 0.25 GAL/SQYD. Limits of the Penetration Treatment work must be confined to the has been completed. intersection radii plus fifty feet (50) in each direction or to the intersection conform. 4. Existing highway and utility facilities must remain in place unless otherwise noted. 10. The Contractor will be responsible for adequately scheduling inspection and testing of all facilities constructed under this contract with a minimum 24 hour notice to the County. 5. Existing trees, shrubs, fences, mailboxes and other frontage improvements must All testing must conform to the Standard Specifications. All re—testing will be paid by remain in place unless otherwise noted. the Contractor. 6. Existing drainage facilities must remain in place unless otherwise noted. The Contractor 11. The Contractor must exercise due caution and carefully preserve survey bench marks, must conduct earthwork operations so as not to modify or obstruct the existing drainage. control points, reference points and all survey stakes, and must bear all expenses for 7. Prior to Remove Asphalt Concrete Pavement operations from Sta 61+65 to Sta 107+00, the replacement and/or errors caused by their unnecessary loss or disturbance. Contractor must adjust roadway centerline in order to maintain a minimum 10' lane in each direction at all times. This will be paid for by the Traffic Control System bid item of work. COUNTY OF SAN JOAQUIN DRAWN BY I DATE I PROJECT ENGINEER lean �'czm6ini 3/25/19 1.7,1112 31-271 NO SCALE TYPICAL SECTIONS AND GENERAL NOTES CHECKED DATE �-4 (a --.-f "/Z 7 /1 f MIDDLE ROAD RESURFACING (Reeve Road to Naglee Road) Sheet No. 2 of 6