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Whet <br /> Limits of Clearing and Grubbing, Earthwork (Roadway Widening ) <br /> 2 4 Shld. 12 12 Shld. 4 i 2 <br /> Conform 24' Pavement Reinforcing Fabric <br /> (Cut Section) Conform <br /> (Cut Section) <br /> -� -_...7a ,,, . va' meg%,Min. 57 <br /> Var. Var. 5%77 �777 7 777 _ % Min. Ja<. <br /> Conform --- - -- ""' """ "" "'"""" -` — -- •- -- -- _-- --- -- -d or <br /> (Fill Section) <br /> (Fill Section) " -- -._. � _. 0.13' <br /> 4't 0.17' Asphalt Concrete Overlay 0.30' Asphalt Concrete <br /> Existing Roadwoy <br /> Widening <br /> (Typ.) TYPICAL SECTION <br /> Sta. 2+85 to Sta. 15+46 <br /> ---------------- <br /> q 12' 12' <br /> DESIGN DESIGNATION <br /> m p <br /> y (10 year — 2001) <br /> A.D.T. = 5,000 T = 3% a <br /> N D.H.V. = 500 V = 30 MPH w I w <br /> D. = 60% +' <br /> ar <br /> c <br /> 0 <br /> -9 U ppOFESSION <br /> D C� �E�NAV M. <br /> No.21258 <br /> ,r E+V 9.30.93 <br /> clvm <br /> A it_Z ?9 _. TYPICAL TRAFFIC SOF OCL\f0 <br /> LANE LAYOUT <br /> Q. Z COUNTY OF SAN JOAQM N❑ SCALE TYPICAL SECTION ASH STREET RESURFACING Sheet Na. <br /> " McKinley Ave. to French Camp Rd. 2 of 5 <br /> V) <br /> ^ Drown B Date Project Engineer Dute Checked Date Subnitted Dote Ap r v I Reconnendetl Dote <br /> v 1 p, , ol2xl90 "�`/ 8�1e w� oirds aRawL.( /s Zl�9d <br />