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See <br />Shoulder <br />Details <br />Sheet 3 <br />I <br />Const. s <br />Limits of Clearing and Grubbing, and Mailbox Relocation <br />20' Pavement Reinforcing; Fabric <br />A.C. Overlay <br />L ----— j- <br />-----------------J <br />Existing Roadway TYPICAL SECTION: <br />Stu. 10+65 to Sta. 167+50 <br />GENERAL NOTES: <br />1. 0.20' Asphalt Concrete Surfacing shall be placed in One (1) Layer <br />with Pavement Reinforcing Fabric placed on existing surface. <br />2. Shoulder Backing Material at all intersection radii shall receive <br />penetration treatment at 0.25 gallon/square yard. Limits of <br />the penetration treatment work shall be confined to the <br />intersection radii plus fifty feet (50') in each direction or <br />to the intersection conform. <br />3. Placement of Asphalt Concrete Overlay shall not begin until the <br />Asphalt Concrete used in Pavement Repair has been in place <br />for 18 hours. <br />4. The Contractor shall conduct Shoulder Sacking operations so as <br />not to disturb or obstruct any existing drainage. <br />5. All earthwork, except final grading of the shoulders, shall be <br />completed prior to placing final layer of asphalt concrete. <br />No Shoulder Backing shall be deposited or drifted on the <br />final lift of asphalt concrete surfacing. <br />6. All existing frontage improvements shall remain in place unless <br />otherwise noted. <br />7. The Contractor shall obtain an Encroachment Permit <br />from California <br />Department of Transportation prior to performing any work within <br />the State's jurisdiction. <br />COUNTY OF SAN JOAQUIN <br />�t (C�cr, 07 <br />See <br />Shoulder <br />Details <br />Sheet 3 <br />* 13' within Asphalt Concrete Dike. Areas <br />Sta. 16+21 to Sta. 18+78 (Lt.) <br />Sta. 16+21 to Sta. 18+85 (Rt.) <br />Sto. 129+90 to Sta. 133+86 (Lt. & Rt.) <br />Sto. 134+06 to Sta. 138+98 (Lt. & Rt.) <br />r r <br />3« <br />a <br />c <br />Ir <br />w � <br />I <br />Ion <br />UJ <br />r bla �E <br />rSumac=; <br />NO SCALE <br />4' Min. <br />See Note Below <br />r Existing <br />Surface <br />Note: Width (4' minimum). <br />Approximate dimensions used for estimating purposes <br />are available upon request. Dimensions and locations <br />are subject to change at Engineers discretion. <br />PAVEMENT REPAIR DETAIL <br />0.30' Asphalt Concrete over <br />Conform 0 E.P. shaped and compacted native <br />EP <br />1:1-iiiii.iliiiiiT-TYTiiiiiii' <br />Conform � E.P. <br />0 <br />LConform <br />Existing Width <br />12' Min. <br />Variable depth Asphalt Concrete <br />over existing paved driveway <br />EP <br />� I --Conform � " R =Conform to <br />� � existing radii <br />TYPE E <br />DRIVEWAYS <br />Lf <br />Sheet No. <br />