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Const. <br /> I <br /> Limits of Clearing and Grubbing, and mailbox relocation <br /> 1, 4 4 12' 12' 4 4 1, <br /> 22' Pavement Reinforcing Fabric <br /> Conform Conform <br /> Var. y Var. _ 8% <br /> - - - - - - - - - - - - - - - - - - J <br /> Shoulder Backing (Typ.) - - - - - �Existing Roadway <br /> a > * = 5' at the following Stations 0.21 '— 0.25' Asphalt Concrete * = 5' at the following Stations <br /> o Sta. 121+00 to Stu. 133+00 (Lt.) Sta. 176+00 to Sta. 179+00 (Rt.) <br /> Sta. 176+00 to Sta. 152+00 (Lt.) TYPICAL SECTION Sta. 190+00 to Sta. 193+00 (Rt.) <br /> rn Sta. 199+25 to Sta. 204+00 (Lt.) Sta. 120+30 to Sta. 243+87 Sta. 207+00 to Sta. 221+00 (Rt.) <br /> z <br /> > <br /> i <br /> m <br /> GENERAL NOTES <br /> 1 . All earthwork (except for final grading of the shoulders <br /> and placement of shoulder backing material) shall <br /> be completed prior to placing finished course of <br /> asphalt concrete. <br /> 2. Pavement Reinforcing Fabric shall be placed between <br /> the first layer and the existing prepared surface. <br /> 3. At the option of the Contractor, the Asphalt Concrete <br /> U1 grinding materials from the Planing item of work may <br /> be deposited equally throughout the project in the <br /> 1 Shoulder areas only if the deposited material is fully <br /> incorporated into the existing shoulders. <br /> n <br /> Op m 4. Shoulder Backing material at all intersection radii shall be blended <br /> p0 with the top 6" of native soil material as directed by the Engineer. <br /> Payment for blending shall be considered as included in the <br /> z contract unit price paid for Shoulder Backing. <br /> 0 <br /> COUNTY OF SAN JOA UIN NO SCALE TYPICAL SECTION AND GENERAL NOTES AUSTIN ROAD RESURFACING Sheet <br /> Q (West Ripon Road to Moffat Boulevard) 2 of 6 6 <br /> DRAWN BY I DATE PROJECT ENGINEER DATE CHECKED D�A APPROVAL RECOMMENDED DATE <br /> P.1. /O/o3 /MG�i ri— ." 10/-3 9/2-63 <br /> �3 7 0 10*/03 <br />