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q <br />Const <br />Limits of Clearing and Grubbing <br />1, EP 10' — 12' I <br />_ 10' — 12' EP 1, <br />in E <br />N <br />oc <br />0 <br />U <br />GENERAL NOTES <br />,Va r <br />Cold Plane <br />Pavement Limits <br />� IN <br />1 F -Finished Grade <br />Var, <br />0.25' Cold Plane <br />Pavement <br />Place 0.25' HMA <br />TYPICAL SECTION <br />12' Sto 10+98 to Sta 20+20 <br />10' Sta 50+14 to Sta 72+78 <br />1. 0.25' HMA must be placed in two (2) layers of approximately equal thickness. <br />2. Placement of HMA Driveways must not begin until the HMA used for Mainline Paving has <br />been completed. <br />3. Existing highway and utility facilities must remain in place unless otherwise noted. <br />4. Existing trees, shrubs, fences, mailboxes and other frontage improvements must remain in <br />place unless otherwise noted. <br />5. 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 />Existing Grade <br />Existing <br />Roadway <br />L- N <br />o <br />o jExuisting <br />rface <br />A <br />pica ;�;$+7R�87Ql�s +3�w <br />Ali <br />6. All Earthwork, except for final shoulder grading, must be completed prior to placing the <br />final layer of HMA Pavement. No Shoulder Backing material will be deposited or drifted on <br />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 compacted layers. <br />7. The Contractor will be responsible for adequately scheduling inspections and testing of all <br />facilities constructed under this contract with a minimum 24 hour notice to the County. <br />All testing must conform to the Standard Specifications. All re—testing will be paid by the <br />Contractor. <br />8. 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 />COUNTY OF SAN JOAQUIN NO SCALE I TYPICAL SECTION <br />AND GENERAL NOTES <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED BY DATE <br />C)T1)yGen1 chi 02/2021 �� �- 2/23/212/23/21 <br />ALHAMBRA AVENUE RESURFACING <br />(Shippee Lane to Morada Lane) <br />Sheet No. <br />2of6 <br />