Sewer And Artwork DWG Section for AutoCAD

DETAIL SEWER AND STRUCTURAL DESIGN – Features – Specifications – sizing – constructive sections

Drawing labels, details, and other text information extracted from the CAD file (Translated from French):

concrete cleanliness or geotextil, sand bed, cut b – b, b.p. or geotextil, waterline, without ladder, with steel detail, section xx, rockfill, front view, cc cut, natural tn, trapezoidal ditch, concrete clean, project, date, sheet, scale, august, ind., plan view, layout, existing nozzle, existing earthen ditch, run, type i earth moat, existing runway, a-a cut, tn dimension, red line rating, cumulative distance, partial distance, wire dimension water

Raw text data extracted from CAD file:

L C X X B B A A 0.35 0.10 0.05 0.12 1.00 1.00 0.12 0.38 0.38 0.12 0.12 0.12 0.12 4.80 2.74 1.90 1.00 1.74 1.00 3.74 0.50 0.30 0.50 0.05 1.53 1.23 0.73 0.50 0.50 0.12 3.06 0.73 1.23 0.30 0.30 1.00 2.00 1.00 0.12 0.38 0.12 0.38 0.15 0.05 0.35 0.10 0.05 0.50 1.00 1.74 1.00 3.74 0.35 0.10 0.05 0.15 0.05 0.12 0.80 1.74 0.80 0.23 0.38 1.00 0.50 0.38 0.12 0.12 1.00 0.12 1.00 0.38 1.00 0.12 1.53 1.23 0.73 0.50 0.50 0.12 3.06 0.73 1.23 0.30 0.30 0.12 0.15 0.05 3.34 1.03 1.03 0.62 1.36 \U+22051.00 \U+22051.00 0.50 0.12 0.12 0.20 0.30 0.70 0.73 0.30 0.73 \U+22051.00 \U+22051.00 0.30 0.30 0.30 0.30 0.49 0.30 0.30 0.30 0.38 0.35 2.00 0.05 0.10 0.35 0.05 0.10 0.35 0.35 0.30 0.30 0.20 0.05 0.05 0.05 2.00 0.30 0.30 0.35 0.30 0.30 0.30 0.05 0.35 0.20 0.20 0.05 1.20 1.20 0.05 0.10 0.35 0.05 0.20 0.20 0.35 0.30 0.30 0.30 0.05 0.30 0.20 0.70 0.30 0.30 1.60 0.73 0.73 1.00 0.22 1.46 0.87 0.50 0.50 0.50 0.50 0.60 0.30 0.30 0.30 0.50 0.20 0.20 0.05 0.05 0.50 0.35 0.20 0.05 0.20 0.05 0.30 0.30 0.30 1.20 1.20 2.00 0.05 0.10 0.35 0.05 0.10 0.35 0.30 0.30 2.00 \U+22051.00 \U+22051.00 \U+22051.00 \U+22051.00 0.50 0.12 0.12 0.20 0.30 0.30 0.70 0.30 0.30 3.34 0.30 0.50 4.20 0.87 0.73 0.87 4.80 0.73 0.73 2.74 1.47 0.87 0.60 0.50 0.05 0.10 0.35 0.05 0.10 0.35 0.35 0.50 0.20 0.25 0.05 0.05 0.30 0.30 0.30 1.20 0.20 0.30 0.20 0.50 0.05 0.35 0.30 0.30 0.20 0.20 \U+22051.00 1.47 0.30 0.30 2.00 2.00 0.30 0.20 0.70 0.30 0.30 1.60 0.73 0.73 0.15 0.05 0.38 2.00 0.10 0.5959749298603129 0.4960274271732033 0.0495671797427349 0.0999841334500161 0.350108459106832 0.0495960486327022 0.0999852616713724 0.3501007469156321 d12 d12/20 d12 d12/20 0.35 0.5000000000003638 1.95 0.1999999999996362 0.2500000000000455 0.70 0.05 0.0499999999999545 0.3 1.30 0.2999999999997726 0.3000000000003638 1.200000000000364 0.2 0.3 0.2 0.70 2.10 0.4994243754961645 0.05 0.35 1.40 0.3 0.3 d 12/20 Béton de propreté ou Geotextil lit de sable d 12/20 Béton de propreté ou Geotextil lit de sable (1 BUSE d 1000mm) COUPE B – B 5 1.000000000000364 T.V. 0/12 FONDATION T.V. 0/40 BASE G.B. 0/20 B.B. 0/10 43.733 ( 0.00) PLATEFORME 44.233 (+0.05) B.B 44.183 (+0.10) BASE 44.083 (+0.35) FONDATION + – 42.263 (-1.47) S 42.113 (-0.15) 42.063 (-0.05) B.P. ou Geotextil lit de sable 1.469998427084102 42.38 fil d’eau 0.3800000001545414 0.9999999997497071 0.1199999999702413 SANS ECHELLE AVEC DETAIL DE L’ACIER COUPE X-X AVEC DETAIL DE L’ACIER COUPE X-X SANS ECHELLE BETON B25 AVEC 350 Kg/m3 CIMENT ACIERS CLASSE Fe E40 (C.D.) (C.G.) ENROCHEMENT ENROCHEMENT 0.3028637064948271 0.3028637064948271 1.999999999998181 1.999999999998181 (1 BUSE d 1000mm) \A1;\U+22051.00 1.529999999998836 1.230000000004657 0.7300000000032014 0.5 0.5 0.1199999999704232 0.2999999999743523 0.1999999999457487 3.059999999997672 0.7300000001363515 1.229999999939173 X X 0.2999999998624844 0.2999999999970897 0.6999999998211479 0.3000000001211447 0.299999999835336 1.599999999995998 0.730000000005748 0.730000000011205 VUE EN FACE 1.30 (C.G.) 1.40 (C.D.) 0.15 0.05 0.3800000000297587 0.1199999999702413 1.999999999875217 (2 BUSE d 1000mm) VUE EN FACE 5 5 0.1199999999698775 0.4999999998930434 0.1199999999702413 0.1199999999702413 0.2 0.2999999999833562 0.6999999998316526 1.30 (C.G.) 4.799999999580905 0.7300000001239824 0.2999999999996362 0.7300000000650471 2.739999999320935 1.899999999989541 (2 BUSE d 1000mm) COUPE B – B 5 5 1.0 1.739999999583233 1.000000000000364 3.739999999583233 T.V. 0/12 FONDATION T.V. 0/40 BASE G.B. 0/20 B.B. 0/10 0.35 0.1 0.05 43.373 ( 0.00) PLATEFORME 43.873 (+0.05) B.B 43.823 (+0.10) BASE 43.723 (+0.35) FONDATION 42.013 (-1.36) S 41.863 (-0.15) 41.813 (-0.05) 0.1499999999999545 0.0500000000000455 B.P. ou Geotextil lit de sable 3.339999999579959 1.030000000129803 1.030000000121799 1.20 (C.D.) 0.1200078686077177 0.9999186953093159 0.9999186953093159 0.1199902434371325 0.3800327837372606 0.3800126014459238 0.1200280508986907 0.1200078686077177 0.6200000000000728 0.1199999999983447 1.360001572917463 42.133 fil d’eau 0.3000000001255103 0.5000831922290673 SANS ECHELLE 0.3000000001814442 0.3 0.2999999999959982 0.2999999999643933 d12/20 1.30 0.4850574425515788 0.2999999999959982 0.3000000000011369 1.80 0.3000000000257842 1.20 0.3811067522953636 d12 d12/20 1.95 0.3499999999862666 2.000761669970598 0.70 0.0495492247666334 0.1001491978657214 0.3502794577997065 0.0495645148369476 0.0999840147263058 0.3501090600800126 d12 0.70 0.35 0.5000000000000455 0.2999999906648554 0.3028485703443948 ENROCHEMENT d 12/20 Béton de propreté ou Geotextil lit de sable 0.200096248024056 0.05 0.0499999999999545 d 12/20 Béton de propreté ou Geotextil lit de sable AVEC DETAIL DE L’ACIER COUPE X-X AVEC DETAIL DE L’ACIER COUPE X-X ENROCHEMENT 2.00 0.05 SANS ECHELLE BETON B25 AVEC 350 Kg/m3 CIMENT ACIERS CLASSE Fe E40 (C.D.) (C.G.) 0.8699999998545537 1.80 0.5006179039617564 1.95 0.4986758015907981 0.2022153761752179 0.1999999999999091 0.496934554393556 0.5969190426571004 d12 d12/20 d12 d12/20 0.3000000000000227 1.40 0.3000000000008186 0.3 0.4997500213386957 2.10 0.70 0.2000000000000227 0.2000000000003638 0.05 0.0500000000000455 1.95 0.499975002131032 0.35 0.2 0.05 0.70 0.2000000000000227 0.0499999999999773 1.30 0.2999999999999773 0.3 0.3002499787104171 1.199750021293948 1.199999999995998 1.999999999998181 0.0495934599907741 0.0999839344187194 0.350109819628824 0.0495929602204797 0.0999839146689055 0.3501099546328533 0.3028637064948271 0.3028637064948271 1.999999999998545 d 12/20 Béton de propreté ou Geotextil lit de sable d 12/20 Béton de propreté ou Geotextil lit de sable (2 BUSE d 1000mm) COUPE B – B 5 5 1.0 1.739999999583233 1.000000000000364 3.739999999583233 T.V. 0/12 FONDATION T.V. 0/40 BASE G.B. 0/20 B.B. 0/10 0.35 0.1 0.05 43.045 ( 0.00) PLATEFORME 43.545 (+0.05) B.B 43.495 (+0.10) BASE 45.395 (+0.35) FONDATION + – 41.575 (-1.47) S 41.425 (-0.15) 41.375 (-0.05) 0.1499999999999773 0.0499999999999091 B.P. ou Geotextil lit de sable (2 BUSE d 1000mm) 5 5 0.1199999999698775 0.7999999999970897 1.739999999583233 0.7999999998137355 0.4999999998930434 0.1199999999702413 0.1199999999702413 0.199999999915849 0.2999999999833562 X X 1.30 (C.D.) 1.40 (C.G.) 0.3000000000000227 0.699999999831698 0.3000000001251465 0.3 3.339999999394058 0.3000000000007276 0.4999999998637577 4.199999999583816 0.8699999998545537 0.7300000001276203 0.8699999997286796 4.799999999580905 0.730000000005748 0.7300000001891022 2.739999999458087 1.469998427084124 0.2299999999999955 41.695 fil d’eau 0.3800000001545414 0.9999999997497071 0.4999999998930434 0.3800000001545414 0.1199999999702413 0.1199999999702413 0.9999999997497071 0.1199999999702413 0.869999999794527 ENROCHEMENT ENROCHEMENT SANS ECHELLE BETON B25 AVEC 350 Kg/m3 CIMENT ACIERS CLASSE Fe E40 VUE EN FACE AVEC DETAIL DE L’ACIER COUPE X-X AVEC DETAIL DE L’ACIER COUPE X-X (C.D.) (C.G.) d12 d12/20 d12 d12/20 d 12/20 Béton de propreté ou Geotextil lit de sable d 12/20 Béton de propreté ou Geotextil lit de sable 2.000761669970598 0.3028485703443948 ENROCHEMENT 0.2999999906648554 ENROCHEMENT 2.00 0.35 0.2999999999884949 1.40 0.2999999999999545 0.2999999999996362 0.0495877512215884 0.350111361753261 0.58 0.2000000000000455 0.70 0.2000000000003638 0.05 0.0500000000000455 1.199999999992724 1.199500042630825 0.0495826490692707 0.0999847318192678 0.3501043688337177 0.0500000000000455 0.2 0.2 0.70 1.95 0.3499999999870397 0.50 0.3000000000114597 1.30 0.3 0.3 SANS ECHELLE AVEC DETAIL DE L’ACIER COUPE X-X (C.D.) AVEC DETAIL DE L’ACIER COUPE X-X (C.G.) 0.05 (1 BUSE d 1000mm) \A1;\U+22051.00 1.529999999998836 1.230000000004657 0.7300000000032014 0.5 0.5 0.1199999999704232 0.2999999999743523 0.1999999999457487 3.059999999997672 0.7300000001363515 1.229999999939173 X X 0.2999999998624844 0.2999999999970897 0.6999999998211479 0.3000000001211447 1.30 (C.D.) 0.299999999835336 1.40 (C.G.) 1.599999999995998 0.730000000005748 0.730000000011205 (1 BUSE d 1000mm) COUPE B – B \A1;\U+22051.00 1.0 1.0 1.999999999999273 0.9999999997497071 0.1199999999702413 0.3800000001545414 T.V. 0/12 0.1199999999702413 0.3800000001545414 FONDATION T.V. 0/40 BASE G.B. 0/20 B.B. 0/10 42.765 ( 0.00) PLATEFORME 43.265 (+0.05) B.B 43.215 (+0.10) BASE 43.115 (+0.35) FONDATION + – 41.305 (-1.46) S 41.155 (-0.15) B.P. ou Geotextil lit de sable 41.105 (-0.05) 0.15 0.0499999999988177 0.35 0.1 0.05 0.2199999999999818 41.425 fil d’eau VUE EN FACE 1.459999999689808 BETON B25 AVEC 350 Kg/m3 CIMENT ACIERS CLASSE Fe E40 0.4999999999996362 0.5000000000003638 1.95 2.10 0.0999212714199075 0.35 0.73 0.12 0.73 1.23 1.00 0.30 0.38 0.12 0.12 1.00 0.05 1.00 1.00 0.12 0.38 0.12 0.38 0.15 0.05 0.35 0.10 0.05 1.53 1.23 0.73 0.50 0.50 0.12 3.06 0.73 1.23 0.30 0.30 1.00 0.80 0.10 1.60 1.60 0.05 0.10 0.30 0.20 2.05 0.70 0.30 0.30 3.06 0.15 0.05 1.00 0.35 0.10 0.05 0.35 0.20 0.20 0.70 0.30 0.30 0.05 0.50 1.25 0.30 0.73 0.73 1.60 0.30 2.12 0.88 0.38 0.30 0.35 0.05 0.50 0.20 0.30 0.20 0.05 1.40 0.30 0.30 0.05 0.10 0.35 2.00 1.20 1.00 0.22 1.46 2.00 0.30 0.20 0.70 0.30 1.60 0.73 0.73 0.30 0.30 0.30 0.30 1.60 0.80 0.35 0.30 1.20 0.30 0.05 0.35 0.50 3.20 1.70 0.30 0.20 0.05 1.30 0.20 0.20 0.15 1.30 3.06 0.30 0.30 0.73 0.73 0.15 0.12 0.10 d12 AVEC DETAIL DE L’ACIER d12/20 COUPE X-X d 12/20 Béton de propreté ou Geotextil d 12/20 0.0495800667390085 0.100015617248323 0.3501050668411381 (1 BUSE d 1000mm) VUE EN FACE \A1;\U+22051.00 0.7300000000032014 0.119999999970446 0.2999999999743068 0.1999999999457714 0.7300000001363515 1.229999999939173 X X 2.049999999999454 0.6999999998428849 0.300000000003638 0.3000000000003638 3.059999999997672 (1 BUSE d 1000mm) COUPE B – B \A1;\U+22051.00 0.15 0.0499999999988177 1.0 1.0 T.V. 0/12 FONDATION T.V. 0/40 BASE G.B. 0/20 B.B. 0/10 0.35 0.1 0.05 B.P. ou Geotextil lit de sable 52.878 ( 0.00) PLATEFORME 53.378 (+0.05) B.B. 53.328 (+0.10) BASE 53.228 (+0.35) FONDATION + – 50.758 (-2.12) S 50.608 (-0.15) 50.558 (-0.05) 0.35 0.2005714285711292 0.1999999999999773 0.7000000000000001 0.3000000000002274 0.3025714285719005 2.05 0.3000000000000227 2.90 0.05 0.5 1.248971428571417 0.3 0.7300000000072032 0.7300000000068394 1.599999999997453 0.3000000001244189 2.119999999689867 0.8800000000001547 50.878 fil d’eau 2.00 0.3800000001541776 0.3800000001581794 0.1199999999702413 0.1199999999702413 0.9999999997497071 0.05 0.2999999906648782 BETON B25 AVEC 350 Kg/m3 CIMENT ACIERS CLASSE Fe E40 SANS ECHELLE ENROCHEMENT lit de sable d12 d12/20 d 12/20 0.60 0.35 0.0500000000000227 0.5 2.10 0.1999999999996362 0.3 0.2000000000000227 0.70 0.05 1.39500356708852 0.3 0.3 0.0496657081162539 0.0999867895080342 0.3500903030692143 1.999999999998181 1.199999983979797 (1 BUSE d 1000mm) COUPE B – B \A1;\U+22051.00 1.0 1.0 0.9999999997497071 0.1199999999702413 0.3800000001545414 T.V. 0/12 0.1199999999702413 0.3800000001545414 FONDATION T.V. 0/40 BASE G.B. 0/20 B.B. 0/10 55.589 ( 0.00) PLATEFORME 56.089 (+0.05) B.B 56.039 (+0.10) BASE 55.939 (+0.35) FONDATION + – 54.129 (-1.46) S 53.979 (-0.15) B.P. ou Geotextil lit de sable 53.929 (-0.05) 0.15 0.0499999999988177 0.35 0.1 0.05 0.2199999999999818 54.249 fil d’eau 1.459999999689808 1.999999999997817 (1 BUSE d 1000mm) \A1;\U+22051.00 1.529999999998836 1.230000000004657 0.7300000000032014 0.5 0.5 0.1199999999704232 0.2999999999743523 0.1999999999457487 3.059999999997672 0.7300000001363515 1.229999999939173 X X 0.2999999998624844 0.2999999999970897 0.6999999998211479 0.3 1.599999999995998 0.730000000005748 0.730000000011205 VUE EN FACE 1.40 (C.D.) 0.3000000001211447 AVEC DETAIL DE L’ACIER COUPE X-X SANS ECHELLE (C.D.) BETON B25 AVEC 350 Kg/m3 CIMENT ACIERS CLASSE Fe E40 ENROCHEMENT 0.3028637064948271 (1 BUSE d 1000mm) \A1;\U+22051.00 X X COUPE C-C 0.3000000001175067 0.2999999999996362 1.599999999997453 0.9999999997613487 (C.G.) (C.D.) d12/20 d 12/20 0.8 0.35 0.45 0.3 1.200000016020204 0.50 0.3 0.049617039601344 0.350188502531114 0.5 3.200000000000364 1.7 1.05 0.3 TN NATUREL AVEC DETAIL DE L’ACIER COUPE X-X (C.G.) Fossé trapézoïdal revêtu Type II\H0.99998x;I\fMS Shell Dlg 2|b0|i0|c0|p0;\H0.70831x; Béton de propreté Béton de propreté lit de sable lit de sable 0.2000000000005002 0.0500000000000455 1.304679834582521 0.1999999999674401 0.1999999999674401 d 12/20 0.1500000000341061 0.7998720085357491 0.095984641024279 1.299999999979036 3.060000000003493 0.3000000000003638 0.2999999998683052 0.7299999999984721 0.7300000001268927 0.153590486713415 0.1199999999698321 1.15 1.59505606296143 1.596249999999941 0.0999860917074784 2.00 002 FICHIER/DESSIN N. 0 C 8 PROJET 1 0 D A 0 0 0 2 0 2010 DATE FEUILLE ECHELLES 1:100 1:200 1:20 Août DATE IND. 0 1 2 3 VUE EN PLAN (ECHELLE 1 : 200) 10.00 3+330 77+160 3+072 3+080 77+180 3+100 77+200 Aménagement Buse existante fossé en terre existant Exécution fossé en terre Type I Fossé trapézoïdal revêtu Type II\H0.99998x;I\fMS Shell Dlg 2|b0|i0|c0|p0;\H0.70831x; A A A-1 A-1 Exécution 20.00\C256; Piste existante C C 55.00 55.00 56.00 56.00 57.00 57.00 54.00 54.00 53.00 53.00 (ECHELLE 1 : 100) COUPE A – A 55.874 55.657 55.352 55.409 55.373 53.796 53.487 56.089 55.904 56.001 Cote TN Cote ligne rouge Distance cumulée Distance partielle Cote fil d’ eau -10 0 10 56.001 55.904 54.249 54.297 54.197 5.000 2.10 5.000 1.50 0 5.000 7.10 -5.000 -6.95 B B 54.197 54.297 1% COUPE A-1 – A-1 1.70 -8.65 5