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DIST COUNTY ROUTE <br />POST MILES SHEET TOTAL <br />TOTAL PROJECT NO SHEETS <br />Concrete Barrier <br />Type 25 (Bll-5 <br />*4 cont. <br />3/4" Drip Groove <br />I� <br />611. <br />0 <br />I <br />*5 30 max. <br />maA. <br />15'-0" <br />5 cont. <br />Bridge <br />I� <br />33'-6" 1 <br />I <br />*4 cont. @ 18 <br />2/ <br />I� r <br />� I <br />i A I <br />I <br />i <br />i <br />_ I <br />!0 i <br />0 <br />i 00 <br />i <br />151-0" <br />90-5 *5 @ 1 <br />5-10 <br />U 1T_81/2�y. <br />I <br />N �I <br />. <br />�A � 1 <br />U i <br />0 <br />I <br />0 <br />I <br />I i i <br />I I <br />i I <br />i 41_31 <br />i <br />At support. <br />I <br />Cantilever Span Symm. about q except for <br />effects of 2/. cross -slope. <br />TYPICAL SECTION <br />SCALE: I/2" = 1'-0" <br />1 <br />20'-0" <br />*4 cont. tot 3 <br />per bay <br />*5 cont. tot 6 <br />per bay <br />AM <br />Main Span <br />Ultimate Z <br />r.•I <br />I <br />11_9II i <br />I <br />i <br />i <br />i <br />j Profile Grade <br />i <br />i <br />j----- - ----- <br />i <br />I = <br />i<*4 cont. tot 2 <br />j per girder <br />H990 <br />a <br />REGISTERED CIVIL ENGINEER <br />7-2!�57—c:5�p/ <br />PLANS APPROVAL DATE <br />�o PROFESS/ pN�t <br />;�� Fyi <br />Q) T.C. Jee <br />* No. 15910 <br />s EXP.6/30/93 �. <br />9TF CIVIL <br />QF CA���` <br />STATE NO. 29C-083L <br />'%? A-5 t�=-r M`r T• J <br />0 8/wzwove, 10" HAUWt H 17IMENS10N i2n- W: <br />RVSD DATE I DESCRIPTION I BY I APPD <br />CORPORATION <br />WALNUT CREEK, CALIFORNIA <br />PATTERSON PASS RD, BRIDGE -2 <br />TYPICAL SECTION <br />SCALE As Noted SUBMITT D DATE 7 - 2 5 - 91 <br />DESIGNED T . J. DRAWING NO. <br />DRAWN APPROVED 7/ <br />R.A. 134-8 <br />CHECKED T . D . <br />