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1' EP <br />0'-8' <br />E Fog <br />o Seal <br />U Match Exist Slope <br />Remove 0.25' AC <br />Place 0.25' HMA <br />1' 4' 2' EP <br />_ TE 0.5' <br />L <br />O <br />0 <br />U <br />X87. <br />Const <br />Limits of Clearing and Grubbing and Mailbox Relocation <br />12' 12' <br />23' Geosynthetic Pavement Interlayer (Paving fabric) <br />Match Exist Slope I Match Exist Slope_ <br />Existing Roadway <br />Harlan Rd: Sta 3+60 to Sta 85+50 <br />q <br />Const <br />mits of Clearing and Grubbing and Mailbox Relocctio <br />12'-20' <br />12'-20' <br />23' Geosynthetic Pavement Interlayer (Paving fabric) <br />Match Exist Slope <br />Match Exist Slope <br />0'-8' * EP 8' <br />Fog c-) <br />Seal o <br />Match 3 <br />Exist Slope <br />*Sta 16+00 to Sta 22+00 8'-14'(Rt) <br />*Sta 32+85 to Sta 37+60 8'-19'(Rt) <br />EP 2' 4' 1' <br />0.5' TE,_ <br />88-y <br />n <br />0 <br />0 <br />Existing <br />Surface <br />Existing Roadway.25' <br />HMA (Type A) Overlay rade existing ground to <br />place TE 1' min width (Typ) <br />Harlan Rd: Sta 85+50 to Sta 99+60, Lynn Ave: EI Dorado Rd to Harlan Rd and Hurd Rd: EI Dorado Rd to Harlan Rd <br />GENERAL NOTES: <br />1. 0.25' HMA Overlay must be placed in two (2) layers of approximately equal thickness 8. Shoulder Backing material at all intersections radii must receive Penetration Treatment <br />with Geosynthetic Pavement Interlayer (Paving Fabric) placed on the existing surface. at 0.25 GAL/SQYD. Limits of the Penetration Treatment work must be confined to <br />2. Placement of HMA Overlay must not begin until the HMA used in Pavement Repair 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. 9. The Contractor will be responsible for adequately scheduling inspection and testing of <br />3. Placement of HMA Driveways must not begin until the HMA used for Mainline Paving all facilities constructed under this contract with a minimum 24 hour notice to the <br />has been completed. County. All testing must conform to the Standard Specifications. All re -testing will <br />be paid by the Contractor. <br />4. Existing highway and utility facilities must remain in place unless otherwise noted, <br />10. The Contractor must exercise due caution and carefully preserve survey bench marks, <br />5. Existing trees, shrubs, fences, mailboxes and other frontage improvements must control points, reference and all survey stakes,and bear for <br />points must all expenses <br />remain in place unless otherwise noted. replacement and/or errors caused by their unnecessary loss or disturbance. <br />� <br />6. Existing drainage facilities must remain in place unless otherwise noted. The <br />Contractor must conduct earthwork operations so as not to modify or obstruct the DRAWING <br />existing drainage. <br />Corrections 1— <br />0 <br />X <br />7. All Earthwork, except for final shoulder grading, must be completed prior to placing the No Changes e3y <br />final layer of HMA Pavement. No Shoulder Backing material must be deposited or Date_- - Z <br />M <br />drifted on the final layer of HMA surfacing. Where the shoulder placement exceeds Any Pe, Using This Draw c►a <br />0 <br />0.50' in thickness, the Shoulder Backing must be placed in two (2) or more fully All Information P ' §�- �•_. ilfc�r <br />compacted layers. <br />COUNTY OF SAN JOA UIN <br />Q <br />NO SCALE <br />TYPICAL SECTION AND <br />HARLAN ROAD RESURFACING <br />Sheet No. <br />GENERAL NOTES <br />(Lathrop City Limits to Mathews Rd) <br />2A of 8 <br />DRAWN BY <br />DATE <br />PROJECT ENGINEER <br />DATE <br />CHECKED <br />DATE <br />(Revised) <br />Sergio C <br />7/2019 <br />��-5 S� ,�,,. s <br />'�vl � � <br />i� <br />� <br />?r2//9 <br />