Sewage And Art Works Of Art And Structural Design DWG Section for AutoCAD

STRUCTURAK SEWER AND DESIGN – Features – Specifications – sizing -sections constructive

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, water line, without scale, with steel detail, section xx, rip rap, front view, cc cut, natural tn, trapezoidal ditch, concrete cleanliness, plan view, tn dimension, red line dimension , cumulative distance, partial distance, waterline rating, cut a – a, planned to the project was obstructed, by the construction of a house, house, project, date, sheet, scale, august, ind.

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 10.00 10.00 10.00 10.00 79+900 VUE EN PLAN (ECHELLE 1 : 200) 79+860 10.00 43.00 43.00 44.00 44.00 42.00 42.00 41.00 41.00 1% 41.888 42.013 43.056 43.052 43.048 42.091 42.096 43.545 43.359 43.457 Cote TN Cote ligne rouge Distance cumulée Distance partielle Cote fil d’ eau -10 0 10 43.457 43.359 41.695 41.645 41745 5.000 1.95 5.000 -2.10 0 5.000 6.950 -5.000 -7.10 (ECHELLE 1 : 100) COUPE A – A 43.00 43.00 44.00 44.00 42.00 42.00 41.00 41.00 (ECHELLE 1 : 100) COUPE A – A 1% 41.526 41.728 42.612 42.697 42.653 41.72 41.726 43.265 43.08 43.177 Cote TN Cote ligne rouge Distance cumulée Distance partielle Cote fil d’ eau -10 0 10 43.177 43.08 41.425 41.373 41.473 5.000 1.95 5.000 2.10 0 5.000 6.95 -5.000 -7.10 41.373 41.473 10.00 L’ouvrage, initialement prévu au pk 79+870, sera réalisé au pk 79+910 car l’endroit prévu au Projet a été obstrué par la construction d’une maison MAISON 79+910 5+810 5+800 41.645 41745 79+700 VUE EN PLAN (ECHELLE 1 : 200) A A 10.00 79+710 5+600 5+610 44.00 44.00 45.00 45.00 43.00 43.00 43.001 42.841 43.594 43.795 43.601 42.647 42.827 44.233 44.047 44.145 Cote TN Cote ligne rouge Distance cumulée Distance partielle Cote fil d’ eau -10 0 10 44.145 44.047 42.38 42.43 42.33 5.000 2.10 -5.000 1.950 0 5.000 7.10 -5.000 -6.95 10.00 42.00 42.00 VUE EN PLAN (ECHELLE 1 : 200) (ECHELLE 1 : 100) COUPE A – A 79+260 79+274.83 5+174.83 5+200 5+240 5+280 79+380 79+340 79+300 79+360 5+260 10.00 42.33 42.43 L’ouvrage, initialement prévu au pk 79+274.83 (5+174.83), sera réalisé au pk 79+360 (5+260), avec un seul tuyau 1% 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 3 002 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 3 002 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