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CL Const <br /> Limits of Clearing and Grubbing !and Mailbox Relocation <br /> 1' 4 11'-13' 11 '-13' 4' 1 ' <br /> E <br /> c '40Toc `28% -VO r I Val 8%> $ <br /> 0 <br /> c <br /> - - - U U <br /> — — — - <br /> Shoulder Backing Exist Roadway HEWITT ROAD 0.25' AC Overlay Shoulder Backing <br /> TYPICAL SECTION <br /> Sto 10+20;to Sta 168+87 <br /> ( <br /> `L Const <br /> Limits of Clearing and Grubbing and Mailbox Relocation <br /> 10' 10' <br /> 0 2' 1' 18' Pavement Reinforcing Fabric E <br /> m 2 0 <br /> iVac i-87• (TYP) �Var Va—� 8% Vow ci <br /> - - - <br /> Shoulder Backing Exist Roadway J <br /> 0.21' AC Overla Shoulder Backing <br /> CAMPBELL AVENUEif <br /> 2 TYPICAL SECTION <br /> S Sta 10+12 to Sta 63+30 <br /> a v <br /> A <br /> RP GENERAL NOTES: <br /> z <br /> 1. Hewitt Road: From Sta 10+20 to Sto 168+87: <br /> a 0.25' Asphalt Concrete Overlay shall be placed in two (2) Layers of8. ETW 10, CL Const <br /> approximate equal thickness. AC Shoulder <br /> g Campbell Avenue: From Sta 10+12 to Sta 63+30' <br /> 0.21' Asphalt Concrete Overlay shall be placed in two (2) Layers of Var or <br /> approximates equal thickness with Pavement Reinforcing Fabric placed on the existing surface. <br /> 2. Placement of Asphalt Concrete Overlay shall not begin until the Asphalt Concretey <br /> used in Pavement Repair has been in place for 18 hours. 0.04'-L — — — — - - <br /> 3. The Contractor shall conduct Shoulder Backing operations so as not to disturb Exist Roadway) 021, <br /> or obstruct any existing drainage. AC Overlay <br /> v ) y 4. All earthwork, except final grading of the shoulders, shall be completed prior to <br /> plating final layer of Asphalt Concrete. No Shoulder Backing shall be deposited r , y y =..�-, , a a G, ,,,.� * PAVED SHOULDER DETAIL <br /> t o or drifted on the final layer of Asphalt Concrete surfacing. �� ! " e b b-j Wr C i{� Campbell Avenue <br /> 5. All existing frontage and drainage improvements shall remain in place unless otherwise ne Lede„,a;,_ ,.y Sta 36+63 to Sta 57+70 (Lt) <br /> n6. Shoulder Backing material at all intersection radii shall receive penetration treatment;.:: ea /n.A ✓GLEN CIA <br /> at 0.25 gallon/square yard. Limits of penetration treatment work shall be confined D . 0�- <br /> m to intersection radii plus fifty feet (50') in each direction or to intersection conform. A <br /> z a "a:e -a _,.Y is <br /> COUNTY OF SAN JOA UIN NO SCALE TYPICAL SECTIONS SHOULDER HEWITT ROAD AND Sheet No. <br /> Q DETAIL AND GENERAL NOTES CAMPBELL AVENUE RESURFACING 2 of 7 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE APPROVAL RECOMMENDED DATE <br /> k:-: n /nom nom-. / i ,,i__i /i _ it/ i I Ai „i <br />