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EP <br />See Shoulder Details <br />Sheet No. 5 (Typ) <br />Tapered —1Var <br />Edge (Typ) <br />Grade Existing Shoulder <br />to place Tapered Edge <br />1' minimum width (Typ) <br />Const <br />Limits of Clearing and Grubbing and Mailbox Relocation <br />12'-20' <br />Limits <br />of HMA <br />Overlay <br />12'-20' <br />1. 0.25' HMA Overlay must be placed in two (2) layers of approximately equal thickness. <br />_Match Existing <br />Slope- <br />I <br />Match <br />Existing <br />Slope <br />7- <br />0.25---1--Existing Roadway <br />HMA Overlay TYPICAL SECTION <br />RECORD DRAWI <br />Cofrecomm By <br />No ghettoes <br />:.;gate t 3 - L 4 - <br />A nY moron Ueft This Dnewtn0 Should verity <br />'M InMirmetfen oy Inspecting The Site of Wo.r <br />Sta 11 +40 to Sta 60+74 (Lt) <br />Sta 11 +40 to Sto 61 +89 (Rt) <br />EP <br />See Shoulder Details <br />Sheet No. 5 (Typ) <br />Existing-� <br />Surface (Typ) <br />GENERAL NOTES: <br />1. 0.25' HMA Overlay must be placed in two (2) layers of approximately equal thickness. <br />8. <br />Shoulder Backing material at all intersections radii must receive Penetration Treatment <br />2. Placement of HMA Overlay must not begin until the HMA used in Pavement Repair <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 />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 <br />9. <br />The Contractor will be responsible for adequately scheduling inspection and testing of <br />has been completed. <br />all facilities constructed under this contract with a minimum 24 hour notice to the <br />4. Existing highway and utility facilities must remain in place unless otherwise noted. <br />County. All testing must conform to the Standard Specifications. All re—testing will <br />be paid by the Contractor. <br />5. Existing trees, shrubs, fences, mailboxes and other frontage improvements must <br />10. <br />Hand grinding of AC pavement will be required at locations where existing highway and <br />remain in place unless otherwise noted. <br />utility facilities are within the Pavement Repair limits. Payment for hand grinding must be <br />CIO <br />6. Existing drainage facilities must remain in place unless otherwise noted. The <br />considered as included in the contract unit rice aid for Cold Plane Pavement item <br />P P <br />U <br />o <br />Contractor must conduct earthwork operations so as not to modify or obstruct the <br />of work. <br />D <br />existing drainage. <br />11. <br />The Contractor must exercise due caution and carefully preserve survey bench marks, <br />M7. <br />All Earthwork, except for final shoulder grading, must be completed prior to placing the <br />control points, reference points and all survey stakes and must bear all expenses for <br />final layer of HMA Pavement. No Shoulder Backing material must be deposited or drifted <br />replacement and/or errors caused by their unnecessary loss or disturbance. <br />on the final layer of HMA surfacing. Where the shoulder lacement exceeds 0.50' in <br />12. <br />Special Note: <br />M <br />thickness, the Shoulder Backing must be placed in two (2� or more fully compacted layers. <br />All HMA used in this project must be formulated using PG 70-10 asphaltic binder. <br />z <br />COUNTY OF SAN JOAQUIN <br />NO SCALE <br />TYPICAL SECTION AND <br />BROADWAY AVENUE RESURFACING <br />Sheet No. <br />2 6 <br />GENERAL <br />NOTES <br />(Fremont Street to Waterloo Road) <br />of <br />DRAWN BY <br />DATE <br />PROJECT ENGINEER <br />DATE CHECKED <br />DATE <br />�� <br />11/20/23 <br />1— <br />11/20/23 �� 11/20/23 <br />