1m X 1m Single Cell Box Culv [PDF]

Citation preview

0 25



2:1



CL OF ROAD



A



A



L1



SHOULDER



7300



SHOULDER



L2



PLAN OF CULVERT 7300 250



100



500



1.5 1



APRON DOWN STREAM



600



2% SLOPE



CUT OFF WALL



SECTION A-A



LEAN CONC. 150mm



N.G.L.



CUT OFF WALL



1000



700



300 FILL VARIABLE (NOT EXCEEDING 500)



COMPACTED EARTH



(FOR FILL MORE THAN 500) FOUNDATION OF WING WALL



2000 RIPRAP CLASS"C"



NLG = NATURAL GROUND/ BED LEVEL



CECON:(Civil Engineers & Consultants) E-mail: [email protected]



DWG.



1m x 1m ONE CELL BOX CULVERT



DWG. NO. GENERAL ARRANGEMENT BC-01



1.5



1000



1



225



1000



225



1.5



1250



1



250



300



WING WALL



APRON 200 N.G.L. 275



N.G.L. TYPICAL



1500



LEAN 150



CUT OFF WALL



FOUNDATION LEAN 1350



ELEVATION



1.5



225



2000 APPROACH SLAB 300



CONSTRUCTION JOINT



WING WALL N.G.L.



75



150x150 chamfer



300



1000



300



250



1



1000



50



225



100



400



100



SECTION A-A



25



25



275



DETAIL 1



DETAIL 1 CONSTRUCTION JOINT



LEAN 150 150x150 CHAMFER



ELEVATION



CECON:(Civil Engineers & Consultants) E-mail: [email protected]



DWG.



1m x 1m ONE CELL BOX CULVERT



DWG. NO. REINFORCEMENT DETAIL BC-02



d 50



b



REINFORCEMENT OF BC AS PER DWG NO.02



50db



REINFORCEMENT OF WING WALL AS PER DWG NO.05



(T & B)



(T & B)



(T & B)



REINFORCEMENT PATTERN CONNECTION JOINT BETWEEN BOX CULVERT & WING WALL (MONOLITHIC CONNECTION)



(RIP RAP CLASS "C" 2mx1m ON DOWN STREAM END ONLY)



PLAN OF CULVERT



CECON:(Civil Engineers & Consultants) E-mail: [email protected]



DWG.



1m x 1m ONE CELL BOX CULVERT



DWG. NO. REINFORCEMENT DETAIL BC-03



1050



1 300



1



625



VARIES (BOTH FACE)



(EARTH FACE)



1.5



(OUTER FACE)



2



VARIES (EARTH FACE)



1000



625



(EARTH FACE)



2000 50 400



N.G.L.



(BOTH FACE)



LEAN



ELEVATION



2



RIP RAP CLASS C ON DOWN STREAM END



As per site requirement



500



100



1350



1



1000



FOUNDATION



100



1350



900



300



400



350



O.F



E.F Typical



PLAN OF WING WALL



CECON:(Civil Engineers & Consultants) E-mail: [email protected]



DWG.



1m x 1m ONE CELL BOX CULVERT



DWG. NO. REINFORCEMENT DETAIL BC-04



NOT MORE



d 50



b



250



NOT MORE



E.F.



O.F.



875



1750



200



E.F.



O.F. INVERT LEVEL



1000



1000



INVERT LEVEL



150



CECON:(Civil Engineers & Consultants) E-mail: [email protected]



100



500



100



300



REINFORCEMENT PATTERN CONNECTION JOINT BETWEEN BOX CULVERT & WING WALL (MONOLITHIC CONNECTION)



100 LEAN CONCRETE 100



100 300



400



150 100 LEAN CONCRETE



350



300



900



100



1550



300 400



1350



100



2250



SECTION 2-2



SECTION 1-1



DWG.



1m x 1m ONE CELL BOX CULVERT



DWG. NO. REINFORCEMENT DETAIL RW-01



2000



CECON:(Civil Engineers & Consultants) E-mail: [email protected]



DWG.



1m x 1m ONE CELL BOX CULVERT



DWG. NO. DETAIL OF APPROACH SLAB BC-06