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Limits of Clearin <br />EP <br />1' <br />2, 2' 0.5' <br />E TE <br />0 <br />C: 8" '30' <br />o v of <br />C.) <br />Grade Existing Shoulder <br />to place Tapered Edge, <br />1' minimum width (Typ) <br />C.1i <br />10' <br />C st <br />I <br />and Grubbing and Mailbox <br />id mailbox relocation <br />10' <br />19' Geosynthetic Pavement Interlayer <br />(Paving Fabric) <br />0.25' HMA Overlay I <br />Match Exist Slope <br />L— — — '----- - - - - -— -- <br />Relocation <br />EP <br />0. 5' 2, * 2, <br />TE <br />0' <br />Match Exist Slope 3` <br />Existing Roadway — — _ _ J <br />TYPICAL SECTION <br />Sta 100+00 to 205+60 <br />4' wide of existing lawn must be replaced <br />with Shoulder Backing. <br />Sta 145+20 to Sta 146+18 (Rt) <br />Sta 146+67 to Sta 146+95 (Rt) <br />0 <br />Cc: <br />U <br />Variable Depth Shoulder <br />Backing (Typ) <br />RECORD DRAINING <br />&V Pwoon �n0 Pft DreMnS Should V� wft <br />AN I�rtlon �tM <br />By Ip TIN 5*0 Of Wwk <br />1. 0.25' HMA Overlay must be placed in two (2) layers of approximately equal thickness with Geosynthetic Pavement Interlayer (Paving Fabric) placed on the existing or prepared <br />surface. <br />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. <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 otherwise noted. <br />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. <br />7. All Earthwork, except for final shoulder grading, must be completed prior to placing the final layer of HMA Pavement. No Shoulder Backing material will be deposited or drifted <br />onto 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. <br />8. Shoulder Backing material at all intersection radii must receive Penetration Treatment at 0.25 gallon/square yard. Limits of the Penetration Treatment work must be confined to <br />,'nintersection <br />radii plus fifty feet (50') in each direction or to the intersection conform. <br />9. The Contractor must obtain an Encroachment Permit from the City of Lodi for placement for performing traffic control or placing traffic control devices in their jurisdiction. <br />Payment for this will be considered to be included in the various items of work involved. <br />m <br />10. 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. <br />All testing must conform to the Standard Specifications. All re—testing will be paid by the Contractor. <br />11. 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 <br />o <br />replacement and/or errors caused by their unnecessary loss or disturbance. <br />COUNTY OF SAN JOAQUIN <br />NO SCALE <br />TYPICAL SECTION AND <br />SARGENT ROAD RESURFACING <br />Sheet No. <br />GENERAL NOTES <br />(De Vries Road to Lodi City Limits) <br />2 of 5 <br />DRAWN BY <br />DATE <br />PROJECT ENGINEER <br />DATE <br />DATE <br />Enrique Silva <br />7/21 <br />/fess/�o�jl <br />'J',C,_H.ECKED <br />�y'Y"� <br />f' 30�C• <br />