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M <br />Tl <br />z <br />0 <br />M <br />0 <br />z <br />D <br />m <br />Refer to Shld. <br />Details <br />(This Sheet) <br />Const. <br />Limits of Clearing and Grubbing <br />M <br />Refer to Shld. <br />12' 12' <br />Details <br />(This Sheet) <br />1' 22' Pavement Reinforcing Fabric 1' <br />Va r. I Var. <br />Existing Roadway - 0.25' Asphalt Concrete Overlay <br />TYPICAL SECTION <br />Sta. 82+60 to Sta. 212+78 <br />Const. <br />--Limits of Clearing and Grubbing <br />Finished Grade <br />Conform + <br />Va r. 1 <br />Variable Depth <br />(Shoulder Backing <br />- Typical) <br />0.25' Asphalt Concrete Overlay <br />SHOULDER DETAIL — 1 <br />Existing Roadway <br />COUNTY OF SAN JOAQUIN <br />DRAWN BY <br />DATE Pr CT / 'R DATE <br />8/98 i�Z'*�"w'e �•ek� S�/��1 <br />ASHLEY LANE <br />�- <br />SHOULDER <br />SCHEDULE <br />Locations <br />Type <br />Sta. <br />82+60 to <br />Sta. <br />123+00 <br />(Lt.) <br />1 <br />Sta. <br />82+60 to <br />Sta. <br />145+00 <br />(Rt.) <br />1 <br />Sta. <br />123+00 to <br />Sta. <br />212+78 <br />(Lt.) <br />2 <br />Sta. <br />145+00 to <br />Sta. <br />212+78 <br />(Rt.) <br />2 <br />NO SCALE I TYPICAL SECTION <br />C KEC DATE S! ;'TTED DATE APPF <br />4)z./9 <br />1❑ Limits of Mailbox relocation. <br />GENERAL NOTES (Continued on sheet 3) <br />1. Asphalt concrete shall be placed in two layers of <br />approximate equal thickness with pavement reinforcing <br />fabric or mesh on the existing pavement surface. <br />2. The Contractor shall obtain an encroachment permit <br />from Caltrans for work and traffic control within <br />the State right—of--way. <br />3. Shoulder Backing material at intersection radii shall <br />be blended with the top 6" of native soil material as <br />directed by the Engineer. Payment for blending shall <br />be considered as included in the contract unit price <br />paid for Shoulder Backing. <br />L <br />Const. <br />Limits of Clearing and Grubbing <br />12' ------- __4 4' <br />Finished Grade- <br />Var., <br />rade-Var., g%_ <br />Vow / Conform <br />MENDED I DATE <br />Existing Roadway - <br />0.25' Asphalt Concrete Overlay Variable Depth <br />(Shoulder Backing <br />SHOULDER DETAIL — 2 — Typical) <br />ASHLEY LANE AND Sheet No. <br />HILDRETH LANE RESURFACING 1 2 of 9 <br />