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I Const <br /> •Limits of ClearingandGrubbing <br /> 12' 6' 6' <br /> 22' Pavement Reinforcing Fabric <br /> Conform -Vor. Vara -moi <br /> yam, Conform <br /> —77 <br /> Limits of mailbox relocation Shoulder Backing (Typ.) ■ Asphalt Concrete Overlay Refer to "Shoulder Detail' <br /> Existing Roadway below for deviations. <br /> ■ 0.25' - Sta. 26+35 to Sta. 40+00 & <br /> Sto. 50+50 to Sta. 52+00 1YPICAL SECTION <br /> 0.35' - Sta. 40+50 to Sta. 50+00 <br /> � Sta. 25+85 to Sta. 52+70 <br /> 0 <br /> i <br /> o D <br /> o GENERAL NOTES <br /> qL Const <br /> 1. Asphalt Concrete used for Pavement Repair shall be placed in layers which do not exceed 0.50' in compacted thickness. <br /> Limits of Clearing and Grubbing <br /> 2. Placement of the first layer of Asphalt Concrete surfacing shall not begin until Asphalt Concrete used in Pavement Repair has <br /> o been in place for a minimum of 36 hours. <br /> Wo <br /> f 3. Asphalt Concrete shall be placed as noted below: <br /> 0.25' A.C. thickness - Two (2) layers of approximate equal thickness with Pavement Reinforcing Fabric placed on existing <br /> pavement. <br /> Ln <br /> 0.35' A.C. thickness - Three (3) layers of approximate equal thickness with Pavement Reinforcing Fabric placed placed I VaV '�2' Conform <br /> M <br /> between the bottom layer and the middle layer. Vow <br /> z 4. Placement of the top layer of Asphalt Concrete surfacing shall not begin until the next lower layer has been in place for <br /> 0 <br /> a minimum of 12 hours. Shoulder Backfin <br /> 5. Survey Monument Frames and Covers shall be adjusted to finished grade at Sta. 36+521 and Sta. 48+321 <br /> A SHOULDER DETAIL <br /> < Sta. 34+50 to Sto. 52+00 Rt. (South side) <br /> N_ <br /> O <br /> Z <br /> I V T Y F SAN V J O U I I N, NO SCALE TYPICAL SECTION �VFairoaks ALPICORoad t RESURFACan ING Sheet S2eof 40 <br /> DRAWN BY DATE PROJECT ENGINEER DATE CHECKED DATE SUBMITTED DATE APPROV L ECOMMENDED DATE <br />