Detail Box Culvert DWG Detail for AutoCAD

Details – specification – sizing – Construction cuts

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

thk., in top, slab slab, descon, drawing, aaaaaa, conc. class thick, lean conc. thick, earth fill, section, bed level, wing wall, water stoper, thermopore, thk., carriageway, wide pvc sheet, in top, top slab slab, sectional plan, exp joint, section, lvl, frl, rvl, motorway, exp’n joint, invert out, invert in, plan, sectional elevation, peshawar, islamabad, section, at slab walls, det. of exp. joint, det. at curb, curb detail, ref. drawings, edition, section, offset, elevation, offset, elevation, at new, natural ground levels, water course levels

Raw text data extracted from CAD file:

\A1;150 \A1;250 \A1;600 \A1;250 \A1;1000 \A1;250 \A1;500 \A1;100 \A1;500 \A1;100 \A1;250 \A1;100 \A1;600 \A1;250 \A1;109 \A1;212 \A1;250 \A1;250 \A1;250 \A1;150 \A1;W/S THK. \A1;8-(H10@250c/c) (T&B in Bott.Slab) \A1;9-(H10@250c/c) (T&B in Top Slab) \A1;Top Slab 1a-(H12 @ 125 c/c)B 2a-(H12@ 200c/c)T \LBott. Slab 5a-(H12 @ 125 c/c)T 6a-(H12@ 200c/c)B \A1;Top Slab 1a-(H12 @ 125 c/c)B 2a-(H12@ 200c/c)T \LBott. Slab 5a-(H12 @ 125 c/c)T 6a-(H12@ 200c/c)B \A1;250 \A1;1000 \A1;250 \A1;250 \A1;1000 \A1;250 \A1;530 \A1;150 \A1;150 \A1;100 \A1;H10@250 c/c (T&B) \A1;H10@250 c/c(BF) 7 \A1;H10@250 c/c 8 \A1;0.250 \A1;0.250 \A1;1.000 \A1;3.90 \A1;5.450 \A1;5.450 \A1;10.500 \A1;3.000 \A1;0.500 \A1;2.086 \A1;0.150 \A1;10.500 \A1;3.000 \A1;0.500 \A1;5.002 \A1;0.150 \A1;47.988 \A1;0.316 \A1;22.536 \A1;25.452 \A1;217 \A1;1.000 \A1;1.000 \A1;300 \A1;5.002 \A1;2.386 \A1;4.752 \A1;1.836 \A1;0.914 DESCON AS-BUILT DRAWING MARCH, 2010 AAAAAA AAAAAA 5 5 14-(3-H20) 14-(3-H20) 16-(4-H12) 18-(H12@200 c/c) 5 5 5 5 5 5 5 5 5 5 15-(3-H20) 19-(H12@200 c/c) 17-(4-H12) 15-(3-H20) CONC. CLASS A 75mm THICK LEAN CONC. 100mm THICK EARTH FILL SECTION 2-2 5 250 15-(H16@200c/c) 4+4,16-(H12@200c/c) BED LEVEL WING WALL 109 212 5 13-(3-H16) 12-H10@250c/c 5 13-(3-H16) 14-H10@250c/c 5 5 X X WATER STOPER THERMOPORE W/S THK. L CARRIAGEWAY C 150mm WIDE PVC SHEET 8-(H10@250c/c) (T&B in Bott.Slab) 9-(H10@250c/c) (T&B in Top Slab) Top Slab 1a-(H12 @ 125 c/c)B 2a-(H12@ 200c/c)T \LBott. Slab 5a-(H12 @ 125 c/c)T 6a-(H12@ 200c/c)B Top Slab 1a-(H12 @ 125 c/c)B 2a-(H12@ 200c/c)T \LBott. Slab 5a-(H12 @ 125 c/c)T 6a-(H12@ 200c/c)B “A” SECTIONAL PLAN 2 25mm EXP JOINT SECTION 1-1 5 5 5 5 5 5 530 H12@150c/c 1 2 H12@200c/c H12@200c/c 3 4 H12@200c/c 5 H12@150c/c 6 H12@200c/c H12@200c/c H12@200c/c 4 3 5 5 5 H10@250 c/c (T&B) 9 H10@250 c/c(BF) 7 H10@250 c/c 8 H12@150c/c 11 0.2% -20.45 294.992 LVL 295.917 -6.00 FRL FRL 295.917 6.00 296.545 20.45 RVL 25.202 294.169 MOTORWAY C EXP’N JOINT 5 5 5 292.523 -22.536 292.619 25.452 Invert Out Invert In 3.90 5 5 5 5 5 5 5 5 5 5 5 5 1 1 L 5 PLAN SECTIONAL ELEVATION 0.316 A PESHAWAR ISLAMABAD 5 5 217 5 5 (TYP.) (TYP.) 300 (TYP.) 5 5 296.570 19.95 296.618 16.95 5 16.95 295.216 19.95 295.024 -22.286 294.073 5 5 SECTION X-X DET.”A” AT SLAB & WALLS DET. OF EXP. JOINT DET. “A” AT CURB CURB DETAIL Ref. Drawings 1). AAA\850\HW P\02 Edition 2 2). Z-2335/C/08 Edition 6 SECTION 1-1 Offset Elevation Offset Elevation -50.00 292.779 -45.00 292.739 -35.00 292.794 -30.00 292.609 -23.00 292.505 -20.00 292.309 -20.45 294.992 -15.00 292.397 -19.95 295.024 -10.00 292.479 -16.95 295.216 -5.00 292.529 -6.00 295.917 0.00 292.594 6.00 295.917 5.00 292.788 16.95 296.618 10.00 292.824 19.95 296.57 15.00 292.717 20.45 296.545 20.00 292.484 26.00 292.464 30.00 292.619 35.00 292.574 40.00 292.604 C-430 At 138+350 New Natural Ground Levels Water Course Levels