Laserfiche WebLink
CL 16' TRANSITION PAVEMENT FROM CL 16' <br />DRIVEWAY SHOULDER TO HEADWALL DRIVEWAY <br />13.50' 17.00' 3750' 38.00' 37.50" 17.00' 13.50' <br />TERMINAL R4/LING SYSTEM GUARD RAILING PER TERMINAL RAILING SYSTEM <br />PER CALTR4NS STD A77L CALTRANS STD A77A PER CALTRANS STD A77L <br />4.00 14.00" <br />DITCH TOP <br />DITCH BOTTOM <br />TAROTUNDWINGWALL <br />ED TO DR4/N <br />PAVEMENT 6" BELO <br />PROVIDE TRASH RACK AT INLET DAYLIGHT 12" PIPE THROUGH WINGWALL -- _ TOP OF HEADWALL I L 76 LF 12" STORM DRAIN STEEL PIPE 5=.003 <br />76 LF 12" STORM DRAIN STEEL PIPE S—.003 <br />SEE TRASH ROCK DETAIL (THIS SHEET) PROVIDE 12" Dd4 FLAP GATE AT OUTFALL �� SEE CONCRETE CULVERT <br />AND ATTACH TO WINGWALL DESIGN PREPARED BY <br />BRIDGETEK CALIFORNIA <br />CONCORD AVENUE BRIDGE PROFILE <br />SCALE. 1 "= f0' <br />EXISTING GRADE <br />V ay <br />a <br />D a <br />MATCH EXISTING GRADE <br />VD <br />a <br />a <br />° <br />° <br />a <br />Da <br />° <br />y <br />a <br />PROVIDE 12' A.B. DRIVEWAY TO EXISTING <br />TEMPLE CREEK ACCESS ROAD <br />c <br />✓ � DV <br />V V <br />V V a <br />oa vv a. D° �I1. ..- LIv:D �. <br />I V V WALE GRADED TO DRAIN HINGEPOINT. 3 MIN <br />D o D <br />AROUND WINGWALL (TYP) I : I I I FROM GUARD RAIL (TYP) ° v <br />37.50' I ' I i8.00" I 37.50' <br />TERMINAL RAILING SYSTEM I I GUARD RAILING PERI I TERMINAL WUNG SYSTEM <br />PER CALTRANS STD A77L I I CALTRANS SID A77A I I I PER CALTRANS STD A77L <br />32.00'' <br />TRANSITION PAVEMENT FROM EDGE . <br />OF SHOULDER TO HEADWAL V v <br />V O a ,VV D D <br />a D <br />ud <br />12" <br />12 SD <br />5MIN. <br />�d „d <br />o l `2. <br />v <br />PROVIDE 12' A.B. DRIVEWAY TO EXISTING <br />TEMPLE CREEK ACCESS ROAD a D <br />RIPR4P TO BE PLACED 5' MIN <br />UPSTREAM AND DOWNSTREAM <br />OF OUTLET <br />°a <br />a <br />a ° <br />SME to = 10' <br />MATCH EXISTING GRADE% ---- " — — <br />`b / — <br />D <br />CONCORD AVENUE BRIDGE PLAN VIEW <br />_. cJ <br />W <br />O <br />pOp <br />z <br />----------- <br />D V V v \ ° ✓ V D D V � Y <br />° <br />aD <br />a v <br />a � <br />D <br />0 <br />J v V <br />D <br />�d <br />V�XMATCH <br />PROVIDE 12' A.B. DRIVEWAY TO EXISTING <br />TEMPLE CREEK ACCESS ROAD <br />GRADE <br />"^ ^EBAR WELDED AT 2-1/2" C.C. <br />4 REBAR WELDED AT 6" C.C. <br />SH RACK SHALL BE WELDED <br />AND G4LVANIZED PRIOR TO INSTALLATION <br />TRASH RACK <br />NTS <br />COPYRIG14TO 2006 MCR ENGINEERING <br />W T <br />UJ <br />i <br />Z J Z <br />LIL <br />>0 Q <br />Q m <br />oa o <br />00 0 <br />Z� <br />v °�° J <br />g <br />9 <br />SHEET <br />11 <br />OF 21 SHEETS <br />OIIYYI <br />h <br />o <br />^_ <br />2 <br />i? <br />V <br />= <br />O <br />I <br />h <br />3 <br />_. cJ <br />W <br />O <br />pOp <br />z <br />----------- <br />D V V v \ ° ✓ V D D V � Y <br />° <br />aD <br />a v <br />a � <br />D <br />0 <br />J v V <br />D <br />�d <br />V�XMATCH <br />PROVIDE 12' A.B. DRIVEWAY TO EXISTING <br />TEMPLE CREEK ACCESS ROAD <br />GRADE <br />"^ ^EBAR WELDED AT 2-1/2" C.C. <br />4 REBAR WELDED AT 6" C.C. <br />SH RACK SHALL BE WELDED <br />AND G4LVANIZED PRIOR TO INSTALLATION <br />TRASH RACK <br />NTS <br />COPYRIG14TO 2006 MCR ENGINEERING <br />W T <br />UJ <br />i <br />Z J Z <br />LIL <br />>0 Q <br />Q m <br />oa o <br />00 0 <br />Z� <br />v °�° J <br />g <br />9 <br />SHEET <br />11 <br />OF 21 SHEETS <br />h <br />o <br />^_ <br />2 <br />i? <br />V <br />= <br />O <br />I <br />h <br />3 <br />O <br />� <br />4 <br />y <br />h <br />W <br />_. cJ <br />W <br />O <br />pOp <br />z <br />----------- <br />D V V v \ ° ✓ V D D V � Y <br />° <br />aD <br />a v <br />a � <br />D <br />0 <br />J v V <br />D <br />�d <br />V�XMATCH <br />PROVIDE 12' A.B. DRIVEWAY TO EXISTING <br />TEMPLE CREEK ACCESS ROAD <br />GRADE <br />"^ ^EBAR WELDED AT 2-1/2" C.C. <br />4 REBAR WELDED AT 6" C.C. <br />SH RACK SHALL BE WELDED <br />AND G4LVANIZED PRIOR TO INSTALLATION <br />TRASH RACK <br />NTS <br />COPYRIG14TO 2006 MCR ENGINEERING <br />W T <br />UJ <br />i <br />Z J Z <br />LIL <br />>0 Q <br />Q m <br />oa o <br />00 0 <br />Z� <br />v °�° J <br />g <br />9 <br />SHEET <br />11 <br />OF 21 SHEETS <br />