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Const. <br /> I <br /> Limits of Clearing and Grubbing, Earthwork (Roadway Widening) <br /> conform SLOPE PROTECTION CROSS—SLOPE <br /> Conform Var 8'• Var. Vor g" ' VOY' LOCATION LEFT RIGHT <br /> c 11 'f to 18' 11't to 17' �. ��u� - <br /> ir%� o�� Sta. 225+80 2:1 -- <br /> Sta. 226+00 2:1 1 .5:1 <br /> Var. 22't Existing PCC Pavement V°r' Sta. 226+50 1 .5:1 1 .5:1 <br /> p'-7't 0"-6't 6x6, W1 .5xW1 .5 Sta, 226+60 Conform -- <br /> `rl _ I _ *Varma Welded steel fabric (Typ.) Sta. 226+70 -- Conform <br /> Sta. 229+62 2:1 -- <br /> — 4" Thick Concrete Sta. 230+00 2:1 <br /> Slope Protection Sta. 230+24 -- <br /> Refer to Table for slope Sta. 230+50 2:1 <br /> sting Roadway \ (Typ.) Sta. 230+90 2:1 -- <br /> 1.00" P.C.C. — <br /> Pavement TWICAL SECTION P.C.C. Curb Type Al -8 <br /> Sta. 225+80 to 226+60 Lt. Refer to R.S.P. A87 <br /> Sto. 225+80 to 226+70 Rt. <br /> Sta. 229+62 to 230+90 Lt. <br /> Sto. 230+24 to 230+90 Rt. (No Curb/Slope Protection) <br /> i <br /> * Slope to conform with adjacent 2 - 2-;F-0 O <br /> c° Const. existing pavement slope. <br /> Rig <br /> g§ Limits of Clearing and Grubbing, Earthwork (Roadway Widening) <br /> � s <br /> R v6' I EGM <br /> 6 Var. Var <br /> . S 11"t to 19' 11 't to 18' <br /> -Var. 22't Existing Asphalt Concrete W *Vor. Concrete Widening <br /> 0"-8"t 0--17't <br /> 1 .0' I�- '1 1 .0 Conform A.C. Widening <br /> A Conform Pavement <br /> `Var. V/ater�. <br /> A.G. Dike Type A Concrete Slope Protection <br /> v Refer to R.S.P. A87 <br /> o xisting Roadway <br /> s 1 .00" A.C. <br /> Pavement TYPICAL SECTION <br /> Sta. 225+00 to 225+80 Lt. <br /> m Sta. 225+00 to 225+80 Rt. <br /> o Sta. 230+00 to 231 +50 Lt. <br /> Sta. 230+90 to 231 +50 Rt. (No Dike) ROADWAY WIDENING DETAILS <br /> COUNTY OF SAN JOAQUIN sc" I & SECMN L0 nt ROADAnto sower <br /> "G 5heet 3 of Ne <br /> DRAW sr DATE I PROJECT DIGINEER I DATE CHECKED GATE SUBNnED U1TE <br />