Box Culvert DWG Block for AutoCAD

Box Culvert DWG Block for AutoCAD

R.C.C BOX CULVERT AS PER IRC

Drawing labels, details, and other text information extracted from the CAD file:

expansion gap, approach slab, exp. joint, of roadway, down stream side, wearing coat, varies, expansion gap, thk. p.c.c., below n.g.l. at end, up stream side, of road way, down stream, drainage spout, up stream, post, drainage spout, details of ‘d’, bed level, details of ‘c’, sand compacted, formation level, approach slab, of box structure, rcc railing, approach slab, post, formation level, bed level, view at, mm thick pcc, of box culvert symm., section at, asphaltic plug expansion joint, details of ‘a’, wearing coat, p.c.c., hunch, drainage spout, tar paper bearing, construction joint, details of ‘b’, construction joint, asphaltic plug expansion joint, mm thick rcc approach slab, mm thick rcc, wearing coat, construction joint, section at, rcc railing, exp. joint, asphaltic plug expansion joint, thk. pcc, tar paper bearing rubbed smooth, detail of parapet wall, section of return wall, mm thick filter media, mm thick pcc, thk. floor apron, thk. p.c.c., compacted earth, curtain wall, p.c.c. curtain wall, mmthk. p.c.c., compacted earth, mmthk. p.c.c., curtain wall, thk. flat stone apron embeded in concrete thickness, details of plan longitudinal sections of box culvert, rev., rev.details, date, appd., drawing, job

Raw text data extracted from CAD file:

C L 1 2 3 4 5 6 7 8 1 3 2 4 5 7 6 8 F E D C B A F E D C B A \A1;6000.0000 \A1;VARIES \A1;20.0000 EXPANSION GAP \A1;1743.0000 \A1;550.0000 \A1;2000.0000 \A1;20 \A1;20 \A1;300 \A1;300 \A1;100 \A1;150 \A1;DK \A1;1200 \A1;3500.0000 APPROACH SLAB \A1;3500.0000 APPROACH SLAB \A1;300.0000 \A1;1743 \A1;500.0000 \A1;380 \A1;100.0000(TYP.) \A1;300 \A1;100 \A1;200 \A1;300 \A1;300 \A1;300 \A1;20 \A1;EQ \A1;EQ \A1;100 \A1;100 \A1;150 \A1;100 \A1;100 \A1;EQ \A1;EQ \A1;EQ \A1;2000.0000 \A1;350.0000 \A1;300.0000 \A1;380.0000 \A1;1625.0000 \A1;1625.0000 \A1;270.0000 \A1;1175.0000 \A1;1175.0000 \A1;270.0000 \A1;1625.0000 \A1;1625.0000 \A1;550 \A1;150 \A1;300 \A1;300 \A1;150 \A1;200 \A1;235 \A1;200 \A1;75 \A1;50 \A1;100 \A1;175 \A1;275 \A1;50 \A1;50 \A1;860 \A1;200 \A1;235 \A1;200 \A1;150 \A1;860 \A1;300 \A1;300 \A1;3500 \A1;150 \A1;75 \A1;2093 \A1;500.0000 \A1;1000 \A1;1000.0000 \A1;1000.0000 \A1;800.0000 \A1;500.0000 \A1;500.0000 \A1;800.0000 \A1;500.0000 \A1;500.0000 \A1;300.0000 \A1;3139.5 \A1;1000.0000 \A1;1000.0000 \A1;1000.0000 \A1;800 \A1;750 \A1;450 \A1;1300 \A1;150 \A1;300 \A1;3000.0000 \A1;350.0000 \A1;2000.0000 \A1;1175.0000 \A1;1175.0000 \A1;300 \A1;EQ \A1;1743 \A1;500.0000 \A1;1625 \A1;1625 \A1;20 EXP. JOINT \A1;250 \A1;100 \A1;1500 \A1;750 \A1;3000.0000 C OF ROADWAY L DOWN STREAM SIDE 5 WEARING COAT 2.5% 2.5% VARIES <> EXPANSION GAP 150 THK. P.C.C. (M-15) 0.10% 300mm BELOW N.G.L. AT U/S/ END \LSECTION AT 1-1 5 5 C UP STREAM SIDE OF ROAD WAY DOWN STREAM DRAINAGE SPOUT 2 2 2.5% 2.5% D UP STREAM 5 POST 5 5 5 DRAINAGE SPOUT DETAILS OF 'D' 5 5 5 DK BED LEVEL DETAILS OF 'C' 5 SAND COMPACTED FORMATION LEVEL <> APPROACH SLAB C OF BOX STRUCTURE L RCC RAILING <> APPROACH SLAB POST FORMATION LEVEL BED LEVEL VIEW AT 3-3 5 5 1743 5 5 5 5 5 1 1 <>(TYP.) 150 mm THICK PCC (M15) 1 1 A B C/L OF BOX CULVERT / SYMM. SECTION AT 2-2 ASPHALTIC PLUG EXPANSION JOINT DETAILS OF 'A' WEARING COAT 5 5 5 5 5 5 5 150MM P.C.C. M-15 150 x 150 HUNCH 5 DRAINAGE SPOUT EQ EQ EQ 5 5 TAR PAPER BEARING CONSTRUCTION JOINT 5 5 5 DETAILS OF 'B' EQ EQ EQ CONSTRUCTION JOINT 5 1743 5 5 5 5 5 5 5 5 5 5 5 5 ASPHALTIC PLUG EXPANSION JOINT 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 300 mm THICK RCC APPROACH SLAB 150 mm THICK RCC 5 WEARING COAT CONSTRUCTION JOINT SECTION AT 5-5 RCC RAILING 5 5 <> EXP. JOINT 5 5 5 5 5 5 5 5 5 5 ASPHALTIC PLUG EXPANSION JOINT 150 THK. PCC 5 TAR PAPER BEARING RUBBED SMOOTH DETAIL OF PARAPET WALL 5 5 5 SECTION OF RETURN WALL 2093 5 600 mm THICK FILTER MEDIA 1000 5 5 5 5 5 GL 150 mm THICK PCC (M15) 5 5 5 5 D 3139.5 5 5 5 300 THK. FLOOR APRON 150 THK. P.C.C. (M-15) COMPACTED EARTH CURTAIN WALL CURTAIN WALL 5 5 5 5 5 5 P.C.C. CURTAIN WALL (TYPE-II) 150 MMTHK. P.C.C. (M-15) COMPACTED EARTH 150 MMTHK. P.C.C. (M-15) 5 5 CURTAIN WALL 150 THK. FLAT STONE APRON EMBEDED IN M-15 CONCRETE (TOTAL THICKNESS -300mm) DETAILS OF PLAN & LONGITUDINAL SECTIONS OF BOX CULVERT (1x2M SPAN, 1.743M HT) Rev. Rev.Details Date Appd. DRAWING NO.- JOB NO.- CLIENT:- TITLE:- 5 5

Language	English
Drawing Type	Block
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete
Measurement Units
Footprint Area
Building Features
Tags	autocad, block, box, culvert, DWG, kläranlage, treatment plant