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ID <br />M <br />4'� <br />Corform <br />C.,nst. <br />I <br />-Limits of Clearing and Grubbing - <br />-- 2) Pavement Reinforcing Fabric - -- <br />I <br />Var. Var. _ Conf(-rm <br />ZZ <br />dor - <br />L----- ----------- I---- -------------1 <br />*Refer to Plan Chet <br />for width variations. <br />• 0.30'-Sta. 130+00 to <br />Sta. 136+61 and Sta. 145+00 <br />to Sta. 158+00 <br />• 0.45'-Sta. 136+61 to Sta. 145+00 <br />Conform <br />- -houlder Slacking <br />- • Asphait Concrete <br />vver�ay kT1�P.) <br />L- Existing Roadway <br />TYPICAL SECTION <br />Sta. 130+50 to Sta.158+00 <br />q <br />Const. <br />Limits of Clearing and Grubbing - <br />- 12' - 12' <br />-24' Pavement kefinfrrcing Fabric <br />L------ t ----------- I ----- f -----------I <br />• 0.30'-Sta. 158100 to <br />Sta. 193+00 and Sta. 199+00 <br />to Sta. 202+58 <br />• Sta. 0.45'-Sta. 193+00 to <br />Sta. 199+00 <br />• 0.17'-Sta. 204+56 to <br />Sta. 215+29 <br />• Asphalt Concrete <br />Overlay <br />-Existing Ruadway <br />TYPICAL SECTION <br />Sta. 158+0(.; to Sta. 215+29 <br />Z <br />0 COUNTY OF SAN JOAQUIN <br />Drawn B Date Project Eng er Date Chec <br />kedd <br />T 5189 <br />Nu SCALE <br />Date ! Submitted <br />6' <br />Conform <br />Vor <br />Shoulder dacking <br />,TYp•) <br />Refer to A.G. <br />')ike Detail <br />GENERAL NOTES <br />1. Existing pavement markers may remain in place <br />where overlay thickness is 0.25' or greater. <br />Asphal+ Concrete shall be plac:, as noted be'r v: <br />0.30' A.0 Tnickness -Two (2) layers <br />of approximate equal thickness with pavement <br />reinforcing fabric between the layers. <br />0.45' A.C. Thickness -Three (3) layers -f approximate <br />equal thickness with pavenerlt reinforcing fabric <br />between the second and top gayer. <br />0.17' A.C. Thickness -One (1) layer v4th pa cement <br />reinforcing fabric on existing pavement. <br />3. Placement of the first layer of Asphalt Concrete <br />Surfacing shall not begin until Asphalt Concrete used <br />in pavement repair has te-n in place for a minimum <br />.,f 36 h -)urs. <br />4. Placement (f the top layer Lf Asrhalt Concrete Surfacing <br />shall not begin until the next lower layer has been in <br />place for a minium of 36 hours. <br />5. Survey Mcnument Frames and Covers shall be adjusted <br />to finished grade at Sta. 160+35f and Sta. 186+821. <br />Exact location to be determined by the engineer. <br />6. The Contractor shall acquire an Encroachment Permit <br />from Caltrans for work within the State R/W of <br />Highway 26. <br />TYPICAL. SECTIONS <br />Date FR, Pr gy <br />S/s/89 /* <br />Recommended <br />Const. <br />Limits of Clearing <br />and Grubbing <br />12'1 2' <br />Type C Dike <br />Conform <br />Vor <br />L-Sh(.ulder Stacking (Typ.) <br />Sta. <br />196+00 <br />to <br />Sta. 202+00 Lt. <br />Sta. <br />198+45 <br />tO <br />Sta. 202+70 Rt. <br />Sta. <br />205+50 <br />to <br />206+35 Lt. & Rt. <br />A.C. DIKE DETAIL <br />• Refer to S.P. NS—A <br />9s r <br />FINE ROAD sheet Nu, <br />Flood Rd. ,East) tc :.R. 26 1 2 of 7 <br />