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0 <br />D <br />M <br />M <br />z <br />O <br />GENERAL NOTES: <br />1 <br />2 <br />3 <br />4 <br />5 <br />6 <br />Austin Road: 0.25' HMA Overlay must be placed in two (2) layers of approximately equal thickness. <br />Comconex Road: 0.17' HMA Overlay must be placed in one (1) layer. <br />Placement of HMA Overlay must not begin until the HMA used in Pavement Repair <br />has been in place for a minimum of 18 hours. <br />Placement of HMA Driveways must not begin until the HMA used for Mainline Paving <br />has been completed. <br />Existing highway and utility facilities must remain in place unless otherwise noted. <br />Existing trees, shrubs, fences, mailboxes and other frontage improvements must <br />remain in place unless otherwise noted. <br />Existing drainage facilities must remain in place unless otherwise noted. The Contractor <br />must conduct earthwork operations so as not to modify or obstruct the existing drainage <br />7. All Earthwork, except for final shoulder grading, must be completed prior to placing the <br />final layer of HMA Pavement. No Shoulder Backing material must be deposited or drifted <br />on the final layer of HMA surfacing. Where the shoulder placement exceeds 0.50' in <br />thickness, the Shoulder Backing must be placed in two (2) or more fully compacted layers. <br />8. Shoulder Backing material at all intersections radii must receive Penetration Treatment <br />at 0.25 GAL/SQYD. Limits of the Penetration Treatment work must be confined to <br />intersection radii plus fifty feet (50') in each direction or to the intersection conform. <br />9. The Contractor will be responsible for adequately scheduling inspection and testing of all facilities <br />constructed under this contract with a minimum 24 hour notice to the County. All testing <br />must conform to the Standard Specifications. All re -testing will be paid by the Contractor <br />10. Hand grinding of AC pavement will be required at locations where existing highway and utility <br />facilities are within the Pavement Repair limits. Payment for hand grinding must be considered <br />as included in the contract unit price paid for Cold Plane Pavement item of work. <br />11. The Contractor must exercise due caution and carefully preserve survey bench marks, <br />control points, reference points and all survey stakes and must bear all expenses for <br />replacement and/or errors caused by their unnecessary loss or disturbance. <br />12. The Contractor must obtain an Encroachment Permit from CalTrans for traffic control or <br />any work within their respective jurisdictions. Additionally, if Additive Bid A is constructed, an <br />Encroachment Permit from the City of Manteca will also be required. The Contractor shall <br />coordinate inspection of the traffic loop installation with CalTrans. Payment for this will be <br />considered to be included in the various items of work. <br />�4�DEN D�t.M Nv. 2 <br />- R E PL*Z-E P LAW S44WT 2- w I TW <br />REV t S Ep $"a -CT- 2 -'PL. <br />- X OpEO - "tARVD <br />NQS &..acn' t-oc f. 5roe-if& <br />t5I&4tZrk". <br />HEGORU URAWING <br />Ca.sectloms <br />140 changes <br />Oats MR A3 — Z 3 �� . _......... �. <br />Any Person Using This Drawing 8hOWN0 YM11y <br />All Intormation By Inspecting T hw f lot & Woo <br />COUNTY OF SAN JOA UIN I NO SCALE I GENERAL NOTES I AUSTIN ROAD AND COMCONEX ROAD RESURFACING I Sheet No. <br />Q (State Route 120 to Louise Avenue; State Route 120 to North End) 2 of 8 <br />DRAWN BY <br />DATE <br />PROJECT ENGINEER <br />DATE <br />CHECKED <br />DATE <br />Q��_ <br />3/27/23 <br />Q��� <br />3/27/23 <br />3/27/23 <br />