Laserfiche WebLink
Earthwork <br /> Cpf (Mist. Areas) <br /> Limits of Clearing and Grubbing <br /> O and Mailbox Relocation <br /> lip 4' 4' <br /> 11 ' 1 1 ' 4' 4' 1 <br /> I � <br /> 20' Pavement Reinforcing Fabric I Finished Surface <br /> &W Conform <br /> yon <br /> Conform 6X _ I va�� Conform - - - - - - - -j ' <br /> Shoulder Backing (Typ.) <br /> SHOULDER DETAIL <br /> Shoulder Backing (Typ.) <br /> Variable Depth 0.25' A.C. Overlay Sta. 117+00 to Sta. 129+80 (Rt.) <br /> Existing Roadway <br /> Sta. 9+35 to Sta. 77+50 (0.33' A.C. Overlay) <br /> TYPICAL SECTION Sta. 78+50 to Sta. 129+41 (0.25' A.C. Overlay) <br /> Sta. 8+85 to Sto. 129+91 <br /> a Sta.117+00 to 129+80 (Rt) Refer to Shoulder Detail. <br /> a <br /> GENERAL NOTES Refer to Typical Section at all other locations. <br /> 3' v <br /> 1 . Placement of Asphalt Concrete Surfacing shall not begin until asphalt <br /> concrete used in pavement repair has been in place for 24 hours. <br /> See Note Below <br /> 2. Asphalt Concrete shall be placed as noted below: Existing <br /> Surface <br /> n 0.33' A.C. Thickness — Three (3) layers of approximate equal thickness <br /> mwith pavement reinforcing fabric between the bottom and second layer. <br /> A <br /> 0.25' A.C. Thickness — Two (2) layers of approximate equal thickness <br /> with pavement reinforcing fabric on the existing pavement surface. <br /> u, <br /> 3. Placement of the top layer of Asphalt Concrete shall not begin until — <br /> u the next lower layer has been in place for a minimum of 24 hours. <br /> _.JJ0 0.50' Asphalt Concrete <br /> 4. Pavement Markers may remain in place where asphalt concrete <br /> surfacing exceeds 0.25' thick. �f'a,., ,Q-q�,onJ Note: Width, length and locations to <br /> be determined by the Engineer. <br /> 5. Adjust Survey Monument Frame and Cover to finished grade at <br /> o Sto. 49+933 and Sta. 76+833. PAVEMENT REPAIR DETAIL <br /> z <br /> =COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTION UNION ROAD RESURFACING Sheet No. <br /> (Trahem Road to West Ripon Road) 2 of 6 <br /> DRAWN BY DATE I PROJECT ENGINEER 1 DATE CHECKED DATE SVBMITTED DATE AP RECOMMENDED DATE <br />