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Co st <br />• Limits of Clearing and Grubbing and Mailbox Relocation. <br />EP I EP <br />1' --- --- 24'-26'-- 1 <br />FOG I FOG <br />Var -- - --- 23f' - Var <br />Fog Seal I Fog Seal <br />0.5 22' Geosynthetic Pavement Interlayer (Paving Fabric)- -0.5' <br />IPlane 0.25' Roadway Surfacing <br />i Place 0.25' HMA <br />Match Exist Slope Match Exist Slope <br />---- <br />IExist Roadway <br />AC Shoulder to <br />Remain in Place <br />TYPICAL SECTION <br />Sta 10+16 to Sta 40+52 (24') <br />Sta 40+52 to Sta 3- (26° <br />51-V 10 <br />Ro (.harp. <br />Apy person tjeft This 0mvd,jg <br />f.I! fn#<--rmaticn By inspecting The Stte Of Work <br />GENERAL NOTES: <br />1. Plane existing roadway surfacing 0.25' and place 0.25' HMA. HMA must be placed in two (2) layers of approximately equal thickness with Geosynthetic Pavement Interlayer (Paving <br />Fabric) placed on the planed surface. <br />2. Core data is unavailable; however, anticipate varying layers of base and roadway surfacing materials within the sectional planing depth of the existing roadway surface. <br />3. 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 />4. Placement of Asphaltic Emulsion (Fog Seal Coat) must not begin until the Mainline Paving has been in place for a minimum of 18 hours. <br />5. Existing highway and utility facilities must remain in place unless otherwise noted. <br />0 6. Existing trees, shrubs, fences, mailboxes and other frontage improvements must remain in place unless otherwise noted. <br />7. Existing drainage facilities must remain in place unless otherwise noted. <br />8. The Contractor will be responsible for adequately scheduling inspection and testing of all facilities constructed under this contract with a minimum 24 hour prior notice to the County. <br />All testing must conform to the Standard Specifications. All re—testing will be paid by the Contractor. <br />m <br />z <br />0 <br />COUNTY OF SAN JOA UIN NO SCALE GENERAL NOTES AND SHIPPEE LANE RESURFACING Sheet No. <br />Q TYPICAL SECTION (North 99 Frontage Road (East) to Alhambra Ave) 2 of 3 <br />DRAWN BY DATE IKI-sp" <br />PROJECT ENGINEER DATE �-f' <br />CHECKED DATE <br />A. rFeCzX 3/2020 �/' • ► ��1tlf,a t '� 7 /L+ " c^"'f 'r ( 7 l v <br />