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Const <br />I <br />Limits of Clearing and Grubbing and Mailbox Relocation <br />4' --2'--2'--O'-1,3'± 12'-17' 12'-17' 0'-13' f <br />Grade z Roadway 2' 2' Roadway <br />0.5' o Widening X M o m rn o Widening <br />Swale 3 x <br />m (a n y 0 <br />° Va <br />3 vor r <br />Existing Roadway <br />4 <br />Variable Depth Latex Modified Slurry Seal <br />Shoulder Backing Remove and Replace Remove and Replace 5' Pavement <br />0.40' Asphalt Concrete 0.20' Asphalt Concrete 0.20' Asphalt Concrete Re Ty <br />(Type B) (Typ) (Type B) (Type B) Mesh (Typ� <br />TYPICAL SECTION <br />Baker Road: Sta 8+30 to Sta 10+52 <br />GENERAL NOTES: <br />-2' 1'— <br />z <br />s <br />E <br />v <br />dor <br />\� ExPs <br />tib <br />Variable De the FC—on—cr.;9 As �toge <br />Asphalt Concrete <br />Frontage <br />1. <br />All existing trees, <br />shrubs, fences and other frontage improvements are to remain in place unless otherwise noted. <br />2. <br />The Contractor shall be responsible for adequately scheduling inspecting and testing of all facilities constructed under this <br />contract. All testing shall conform <br />to the Standard <br />Specifications. All re—testing shall be paid by the Contractor. <br />3. <br />Shoulder Backing <br />material at all intersection radii shall receive penetration treatment at 0.25 gallon/square yard. Limits of <br />the penetration treatment work <br />shall be confined <br />to intersection radii plus fifty feet (50') in each direction or to the intersection conform. <br />4. <br />Asphalt Concrete <br />Removal and 0.5' Swale for the Northwest and Southwest quadrants to be paid for under the Earthwork <br />(Miscellaneous Areas) contract item. <br />5. <br />Only 1 quadrant <br />of the intersection may be closed to traffic at any time. <br />COUNTY OF SAN JOAQUIN <br />DRAWN BY DATE PROJECT ENGINEER I DATE <br />Y. JAJI1 <br />NO SCALE GENERAL NOTES AND <br />TYPICAL SECTION <br />CHECKED DATE <br />Sheet No. <br />2 of 5 <br />