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IF <br /> Const. <br /> Limits of Clearing and Grubbing <br /> B A 12'— 1 6' ❑ 12'— 16' A B <br /> 22' Pavement Reinforcing Fabric <br /> Conformuoc uo _ Conform <br /> — - <br /> Shoulder Backing (Typ.) <br /> p Existing Roadway <br /> 0 0.25' A.C. Overlay <br /> N1❑ Refer to plan sheets for width variations. <br /> TYPICAL SECTION <br /> (Ste. 86+ 16 to Sta. 198+00) <br /> 3 <br /> om <br /> GENERAL NOTES SHOULDER SCHEDULE <br /> 1. Asphalt concrete shall be placed in two layers of <br /> approximate equal thickness with pavement reinforcing LOCATION AB LOCATION A B <br /> fabric on the existing pavement surface. (LEFT SHOULDER) (RIGHT SHOULDER) <br /> 2. Placement of asphalt concrete surfacing shall not begin <br /> until the asphalt concrete used in pavement repair has Ste. 91 +94 to Ste. 95+00 4' 4' Ste. 87+85 to Ste. 93+50 3' 3' <br /> been in place for 24 hours. Ste. 95+00 to Ste. 96+20 0 6' Ste. 93+50 to Ste. 115+00 4' 4' <br /> 3. All shoulder backing work (except for final shoulder grading) shall be Ste. 96+20 to Ste. 106+45 4' 4' Ste. 115+00 to Ste. 137+35 0 6' <br /> completed prior to placing final layer of asphalt concrete. Ste. 106+45 to Ste. 115+00 3' 3' Ste. 137+35 to Ste. 142+50 3' 3' <br /> Ste. 115+00 to Ste. 134+70 0 6' Ste. 154+50 to Ste. 167+00 4' 4' <br /> Ste. 135+60 to Ste. 139+55 3' 3' Ste. 167+00 to Ste. 170+67 0 6' <br /> —p Ste. 139+55 to Ste. 142+504' 4' Ste. 170+67 to Ste. 176+50 3' 3' <br /> f Ste. 154+50 to Ste. 167+00 4' 4' Ste. 176+50 to Ste. 198+00 4' 4' <br /> Ste. 167+00 to Ste. 191 +00 3' 3' <br /> A Ste. 191 +00 to Ste. 195+00 1 4' 4' <br /> N m Ste. 195+00 to Ste. 198+00 ! 0 4' <br /> z <br /> ti. o <br /> th <br /> AIRPORT WAY Sheet No. <br /> COUNTY OF SAN JOAQUIN NO SCALE TYPICAL SECTION (San Joaquin River to Mortensen Road) 2 of g <br /> DRAWN BY I DATE I PROJECT ENGINEER I DATE I SUBMfITED I DATE <br />