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0 N O rn M 0 0 m 0 Q 0 70 0 Q a D v U) CD n rt Limits of Clearing and Grubbing and mailbox relocation EP EP 1' 4' 12'-20' 12'-33' 4' 1 DepthDepth ar Overlay I Overlay 2' 4' 1'i 30'-59' Geosynthetic Pavement Interlayer (Paving Fabric) 1' 4' 2' VE 0.25' HMA Overlay I VE ar 890 _5% _Match Exist Match Exist 57_ ar Conform - - 30' 30' 8� Vor Conform _ ExistingRoadway - J \� Y �z Variable Depth L Grade Exist Shoulder Grade Exist Shoulder Variable Depth Shoulder Backing to place TE, TYPICAL SECTION to place TE, Shoulder Backing n 1' minimum width Sta 14+95 to Sta 101+30 1' minimum width D a m M z D M CJF f I Limits of Clearing and Grubbing and mailbox relocation 4' 20' EP T 28'-30' Va'r 1 Depth Depth HMA Overlay Overlay y 51'-53' Geosynthetic Pavement Interlayer (Paving Fabric) 1' 0.25' HMA Overlay 0.04 i= _Match Exist ' Match Exist 5%- 30' F - �', -- - - - - -!--Existing Roadway --1-------------I ---------------------- TYPICAL SECTION Grade Exist Shoulder Exist AC Dike to place TE, to remain in place Sta 9+96 to Sta 14+95 1' minimum width COUNTY OF SAN JOAQUIN DRAWN BY DATE Enrique Siva 6/16 PROJECT ENGINEER I DATE 4 NO SCALE N E 2' E 3r 87 Imo` /Conform Variable Depth Shoulder Backing TYPICAL SECTIONS AND GENERAL NOTES CHECKED DATE GENERAL NOTES 1. 0.25' HMA Overlay must be placed in two (2) layers of approximately equal thickness with Geosynthetic Pavement Interlayer (Paving Fabric) placed between the layers. 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 must be confined to intersection radii plus fifty feet (50') in each direction or to the intersection conform. 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. 10. Removal of AC Dike, where shown on the plans must be done in such a manner as not to damage the existing AC surface below the dike. 11. Hand grinding of AC pavement will be required at locations where existing highway and utility facilities are within the Planing AC and Pavement Repair limits. Payment for hand grinding must be considered as included in the contract unit price paid for Planing AC Pavement. 12. The Contractor must obtain an Encroachment Permit from the City of Escalon for traffic control or any work within the City's jurisdiction. Payment for this will be considered to be included in the various items of work. 13. The Contractor must notify the City of Escalon 72 hours in advance of adjusting the City facilities to finished grade. Refer to the City of Escalon Standards for adjusting facilities to grade. 14. The Contractor must obtain all permits and licenses required for the construction and completion of the project, and must perform all work in accordance with the requirements and conditions of all permits and approvals applicable to the project. 15. 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. i' � +UHt-) ORAWING Corrections By®,,,_ No Changes B Date _ /�L 7// _ Any FceY � sore usirig i riffs rawiriS. / ,.,u'id Verify All Information By Inspecting Th- site Of Work r No. 42581 qF 01 w- OF 4.4/ David Mendoza RCE 42581 ESCALON—BELLOTA ROAD RESURFACINGI Sheet No. (Escalon City Limits to Mariposa Road) 2 of 9