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Limits of Cleari EP_ i Match Existing Slo Cof t and Grubbinc and Mailbox Relocation 10,-11, EP Match Existing Slope Existing _ Surface (Typ) Plane 0.17' Roadway Surfacing -- TYPICAL SECTION -- Existing Roadway r UV -I Place 0.17' HMA Ellen Street: Sta 1 10+5T to Sto 120+40 awrego ft,/ _See Shoulder- Details EF Sheet No. 4 O TE Tapered Edge begins at Sta 13+50 (Lt & Rt) 2'-4' ETW Paved Shoulder 0.25" HMA Overlay Limits of Clearin 12' Const MwM and Grubbing and Mailbox Relocation As {{Miffma 1 23' ---------- --- vement I Ir 12' ng raoric) Match Existing Slope_ TYPICAL SECTION Shaw Road: Sta 10+65 to Sta 48+23 O No Tapered Edge in Planing Roadway Surfacing areas GENERAL NOTES: 1. Ellen Street: Plane 0.17' Roadway Surfacing and Place 0.17' HMA in one (1) layer. Shaw Road: 0.25' HMA Overlay placed in two (2) layers of approximately equal thickness with Geosynthetic Pavement Interlayer (Paving Fabric) placed on the existing surface. 2. Core data is unavailable; however, anticipate varying layers of base and roadway surfacing materials within the sectional planing depth of the existing roadway. 3. Placement of HMA Overlay must not begin until the HMA used in Pavement Repair has been in place for a minimum of 18 hours. 4. Placement of HMA Driveways must not begin until the HMA used for Mainline Paving has been completed. 5. Existing highway and utility facilities must remain in place unless otherwise noted. 6. Existing trees, shrubs, fences, mailboxes and other frontage improvements must remain in place unless otherwise noted. 7. 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. 8. 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. areas-- 4 44e shoulder will receive learn r ackimg These areas are included in the calculation and will be paid for as shoulder backing. COUNTY OF SAN JOAQUIN DRAWN BY I DATE I PROJECT ENGINEER D. gam6m11R. fonglg 3/19/20201,/__ 0.5' (Ty P, txisting moaaway ThM DrINift SNOW watts* 0 0 got I:Tft oft Of Mlo r 2'-4' EP S_e_e Shoulder_Details Paved] Sheet No. 4 Shoulder Existing Surface Grade Existing Shoulder to place Tapered Edge 1' minimum width (Typ) 10. Shoulder Backing material at all intersections 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. 11. 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. All testing must conform to the Standard Specifications. All re—testing will be paid by the Contractor. 12. Hand grinding of Roadway Surfacing will be required at locations where existing highway and utility facilities are within the Planing roadway Surfacing and Pavement Repair limits. Payment for hand grinding must be considered as included in the contract unit price paid for Planing Roadway Surfacing. 13. 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. 14. The Contractor must enter into an Agreement with the ST&E Railroad for any work within the Railroad's right—of—way. See Section 5-1.02C, "Railroad Relations" of the Specifications for further details. 15. The Contractor must notify the City of Stockton—MUD (209) 937-8706 72 hours in advance of the City of Stockton's facilities to grade. Refer to the City of Stockton's Standards for adjusting facilities to grade. NO SCALE TYPICAL SECTIONS AND GENERAL NOTES DATE CHECKED DATE '�cssv-5 3/ts(2-0 ELLEN STREET AND SHAW ROAD RESURFACING Sheet No. (State Route 26 to North End) 2 of 5