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DITCH TOP <br />CL 12' <br />ACCESS ROAD <br />13.50' 1 17.00' <br />TRANSITION PAVEMENT FROM <br />SHOULDER TO HEADWALL <br />J7.50' <br />TERMINAL RAILING SYSTEM <br />PER CALTRANS SID A77L <br />GUARD RULING PER <br />CALTRANS 57D A77A <br />TERMINAL RAILING SYSTEA <br />PER CALTRANS STD A77L <br />BOTTOM— <br />SWALE GRADED TO GRAIN <br />AROUND WIA Il PAVEMENT 6' BELO <br />TOP OF HEADWALL <br />77 CF 12' STORM DRAIN STEEL PIPE 5=.0026 <br />�WTDRETRASH A.St K DETAIL INLET <br />11) DAYLIGHT 12' PIPE THROUGH WINGW4 I � � I r I L �� <br />PROVIDE 12' DI4 FLAP GATE AT OUTFALL L — — -- J L _ _ -� sEE CONCRETE CULVERT <br />AND ATTACH TO WINGWALL DESIGN PREPARED BY <br />BRIDGETEK CALIFORNIA <br />EVA BRIDGE PROFILE <br />SCALE: 1 "=10' <br />77 <br />CL 12' <br />ACCESS RGAD <br />1 11.50' <br />STORM DRAIN STEEL PIPE S=.0026 <br />MATCH EXISTING GRADE <br />v <br />MATCH EXISTING GRADE <br />V � ° <br />° J <br />v V <br />Y q \ G <br />J <br />Q <br />PROVIDE 12' A.B. DRIVEWAY TO EXISTING o ° <br />TEMPLE CREEK ACCESS ROAD v� <br />PROVIDE 12' A.B. DRIVEWAY TO EXISTING <br />s TEMPLE CREEK ACCESS ROAD 4 <br />--- -- - -- --- --- ---- <br />12 'SO <br />� o <br />SWALE GRADED TO DRA1 <br />°I �! v <br />AROUND WINGWALL (TYP) a � � � I I° <br />4 <br />° I ° V ° ° ° 10I <br />Q <br />v a v o v ° v I 1770A.B. <br />v ° � � ° � � v TO HEADWALL <br />- � TRA A° <br />NS N <br />J <br />° o � <br />v <br />a 3750„ <br />38.0 c Q v} . <br />TERMINAL RAILING SYSTEM ° v a v GUARD RAILING PER y I ° TERMINAL RAILING SYSTEM v V ` v <br />_ ° v ° PER C.ALTRANS SID A77L o <br />I; I CALTRANS STD A77A f I °PER CALTRANS STD A77L v° ° v V ° <br />v <br />HINGER019T 3' MIN � v � a I I � a I v � <br />FROM GUARD 1YAIL (TYP) v ° I I ° ° TRANSITION PAVEMENT ° 3 v v ° a v ° <br />v ° ° w I I ° v I I I oFROM A.B. TO HEADWALL a a <br />5'M1N <br />t I <br />b <br />r <br />PROVIDE 12' A.B. DRIVEWAY TO EXISTING v RIPRAP TO BE PLACED 5' MIN <br />TEMPLE CREEK ACCESS ROAD UPSTREAM AND DOWNSTREAM c v v PROVIDE 12' A.B. DRIVEWAY TO EXISTING <br />° OF OUTLET ° TEMPLE CREEK ACCESS ROAD <br />° a <br />° v V <br />SME 1 " = 10' MATCH EXISTING GRADE` ° <br />u <br />J G <br />MATCH EXISTING GRADE <br />y <br />4 G ? <br />J ° <br />° V <br />V <br />EVA BRIDGE PLAN VIEW <br />COPYRIGHT© 2006 MCR ENGINEERING <br />M <br />Oa <br />I <br />fIIYYY <br />12 <br />21 <br />SHEETS <br />J <br />LIM <br />O <br />z <br />a <br />ui <br />V <br />p <br />0 <br />� <br />O <br />a <br />J <br />W <br />3 <br />M <br />Oa <br />I <br />A��� <br />SHEET <br />12 <br />21 <br />SHEETS <br />J <br />LIM <br />O <br />z <br />a <br />ui <br />V <br />p <br />0 <br />� <br />O <br />a <br />J <br />W <br />3 <br />A��� <br />SHEET <br />12 <br />21 <br />SHEETS <br />