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Const, GENERAL NOTE: <br /> 1 . The Contractor shall conduct his earthwork <br /> Limits of Clearing and Grubbing operation as to not obstruct existing drainage. <br /> 4' 4' 12' -T- 12' 4' 4' 2. The Contractor shall conduct his planing <br /> 24' Pavement Reinforcing Fabric operation as to not damage traffic signal <br /> Conform _ �Var. yar + Conform loop detectors at Hammer Lane. <br /> - - ------- --- -- -- - - ---- <br /> Shoulder Backing TYPICAL SECTION 0.17' Asphalt Concrete Overlay <br /> (Typical) <br /> Sta. 8+60 toSta.Sta. 22+95 Existing Roadway <br /> L <br /> Const. <br /> I <br /> Limits of Clearing and Grubbing <br /> 6' 24' 12' 4' 4' <br /> 0.08' A.C. 36' Pavement Reinforcing Fabric OWN <br /> _ V — 1ac� yam_ Conform <br /> y <br /> —————————— ---- -- - - <br /> TYPICAL SECTION <br /> Existing Sta. 22+95 to Sta. 26+08 Shoulder Backing <br /> curb, gutter See Planing Detail 0.17' A.C. Overlay <br /> & sidewalk this sheet TExisting Roadway <br /> Const <br /> m o.os' 4' 2s'� RECORD DRAWING <br /> Existing Existing ;By <br /> Fe curb, gutter Surface `Vo ;, rs _6o5pa17__ <br /> & sidewalk <br /> Conform Ani r hould Vvrr <br /> o Grading A;i _itOfWof <br /> Plane <br /> Note: Asphalt Concrete Surfacing PLANING DETAIL <br /> A not shown for clarity. <br /> COUNTY OF SAN JOAQUIN `E NONE TYPICAL SECTION PERSHING AVENUE RESURFACING Sheet No. <br /> Meadow Avenue to Hammer Lane 2 of 4 <br /> cDrarn By Date YrepH Eneinpr DateChecked Dora SubmlMed Dor. A rowl Recommended Date <br /> n azo 9/40 �� 41s- T 4I4o I terms <br /> � I <br />