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1< <br />1, 1 4'1 2' EP <br />L <br />_o <br />I � <br />U o� <br />-% <br />/V/arm p, <br />TE 0.5' <br />q <br />Const <br />Limits of Clearing and Grubbing and Mailbox Relocation <br />24' <br />23' Geosynthetic Pavement Interlayer (Paving fabric) <br />Match I Match <br />Exist SLOPEExis_ t S-0PE <br />EP 2° 4 1' <br />0.5' TE <br />a <br />��-%- �J- <br />- - - - - - -- - - - - - - ------------------------------ <br />Existing L0.25' HMA (Type A) <br />Roadway Overlay <br />TYPICAL SECTION <br />Sta 312+60 to Sta 374+20 <br />Sta 375+25 to Sta 414+50 <br />GENERAL NOTES: <br />1. 0.25' HMA Overlay must be placed in two (2) layers of approximately equal thickness with Geosynthetic <br />Pavement Interlayer (Paving Fabric) placed on the existing or prepared surface. <br />2. Placement of HMA Overlay must not begin until the HMA used in Pavement Repair has been in place for a <br />minimum of 18 hours. <br />3. Placement of HMA Driveways must not begin until the HMA used for Mainline Paving has been completed. <br />4. Existing highway and utility facilities must remain in place unless otherwise noted. <br />5. Existing trees, shrubs, fences, mailboxes and other frontage improvements must remain in place unless <br />otherwise noted. <br />6. All Earthwork, except for final shoulder grading, must be completed prior to placing the final layer of HMA <br />Pavement. No Shoulder Backing material will be deposited or drifted on the final layer of HMA surfacing. <br />Where the shoulder placement exceeds 0.50' in thickness, the Shoulder Backing must be placed in two (2) <br />or more fully compacted layers. <br />7. Shoulder Backing material at all intersection radii must receive Penetration Treatment at 0.25 gallon per <br />square yard. Limits of Penetration Treatment work must be confined to intersection radii plus fifty feet <br />(50') in each direction or to intersection conform. <br />COUNTY OF SAN JOAQUIN NO SCALE <br />DRAWN BY DATE PROJECT ENGINEER DATE <br />C: <br />0 <br />U <br />dor Existing <br />'-� Surface <br />-Grade existing ground to <br />place TE 1' min width (Typ) <br />8. Existing drainage facilities must remain in place, unless otherwise noted. The Contractor must conduct <br />earthwork operations so as not to modify or obstruct the existing drainage <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 must conform <br />to the Standard Specifications. All re -testing will be paid by the Contractor. <br />10. The Contractor must exercise due caution and carefully preserve survey bench marks, control points, <br />reference points and all survey stakes, and must bear all expenses for replacement and/or errors caused <br />by their unnecessary loss or disturbance. <br />TYPICAL SECTION AND <br />GENERAL NOTES <br />CHECKED DATE // <br />r V <br />0110 a <br />a -join <br />171 <br />LIBERTY ROAD RESURFACING <br />(Elliott Road to Dry Creek Road) <br />Sheet No. <br />2 of 6 <br />