Pretreatment Equipment Section DWG Section for AutoCAD

Pretreatment equipment section

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

h.p.o, threshold, threshold, threshold, in steel, Output of oils, Output e.u., reinforced concrete, large concrete, Steel grill, nota, Output e.u., E.u., Output of oils, Output e.u., chopped off, reinforced concrete, large concrete, Steel grill, Output e.u., E.u., dimension, Wall valve, Submersible pump with motor, about., designation, Pipe sealing collar, Parts nomenclature, Mechanical scraper, Scraping bridge, Galvanized steel discharge pipe, Faucet valve, Elbow in galvanized steel, Elbow in galvanized steel, Long galvanized steel cuff. Of the unit, Te equalal in galvanized steel, End cap made of galvanized steel, Stainless steel cuff, Stainless steel cuff, Stainless steel elbow, Long galvanized steel cuff. Of the unit, Elbow in galvanized steel, Long galvanized steel cuff. Of the unit, Long galvanized steel cuff. Of the unit, Galvanized steel, Long galvanized steel cuff. Of the unit, Long galvanized steel cuff. Of the unit, Long galvanized steel cuff. Of the unit, Long galvanized steel cuff. Of the unit, Elbow in galvanized steel, Pipe sealing collar, Long galvanized steel cuff. Of the unit, Long galvanized steel cuff. Of the unit, Air diffusers, Concrete base, Manual screen, Stainless steel blade deverssante, Stainless steel blade deverssante, Steel blade curved hinge, Steel blade curved hinge, Rust-resistant rubber, Stainless steel cuff, See site plan, See planes of formwork and, See the equipment plan and, The location of the pipe will be before the concrete is poured, of equipment, Aa aa ‘, chopped off, ladder, draws, plan, checked, project, h.p.o, threshold, threshold, threshold, chopped off, Output of oils, Output of oils, chopped off, Out of sands, Output of oils, nota, etanchéité, water repellent, Oil tanks, Sandboxes, Output of oils, Sandboxes, Output of oils, Oil tanks, chopped off, See site plan, See planes of formwork and, See the equipment plan and, The location of the pipe will be before the concrete is poured, of equipment, Ff gg hh, ladder, draws, plan, checked, project

Raw text data extracted from CAD file:

0.0 0 0 1 0 0 1 1 1 (“” “”) 0 (“nulldisp” “”) -1 (“nullsurf” “”) 1,1,1 -1,-1,-1 -1 H.P.O .10 8.40 8.15 .10 .25 .40 1.00 2.60 .50 .10 .10 4.25 .50 .50 .50 .50 .25 .90 1.35 .25 .15 .35 .40 .95 .10 .25 1.70 .15 .95 .25 .15 1.70 2.10 .25 1.20 .90 .80 .25 .25 1.80 .25 1.80 .25 1.90 .25 1.75 .25 .10 .10 .10 8.40 8.15 .10 .50 .50 .50 .25 .90 1.35 .25 .15 1.70 2.10 .10 .10 SEUIL 000.00 000.00 TN 00.00 SEUIL 00.00 00.00 TN 0.00 TN 000.00 0.00 SEUIL 0.00 *GLOBAL*01 0.4863,0.6471,0.0000 1.0,1.0,1.0 (“nullsurf” “”) (11 “Ka” “1”)(11 “Kd” “1”)(11 “Ks” “1”)(11 “roughness” “0.5”) -1.0 (“nulldisp” “”) 0.0 0 (“” “”) 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 *GLOBAL*01 0.4863,0.6471,0.0000 1.0,1.0,1.0 (“nullsurf” “”) (11 “Ka” “1”)(11 “Kd” “1”)(11 “Ks” “1”)(11 “roughness” “0.5”) -1.0 (“nulldisp” “”) 0.0 0 (“” “”) 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 *GLOBAL*01 0.4863,0.6471,0.0000 1.0,1.0,1.0 (“nullsurf” “”) (11 “Ka” “1”)(11 “Kd” “1”)(11 “Ks” “1”)(11 “roughness” “0.5”) -1.0 (“nulldisp” “”) 0.0 0 (“” “”) 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 *GLOBAL*01 0.4863,0.6471,0.0000 1.0,1.0,1.0 (“nullsurf” “”) (11 “Ka” “1”)(11 “Kd” “1”)(11 “Ks” “1”)(11 “roughness” “0.5”) -1.0 (“nulldisp” “”) 0.0 0 (“” “”) 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 *GLOBAL*01 0.4863,0.6471,0.0000 1.0,1.0,1.0 (“nullsurf” “”) (11 “Ka” “1”)(11 “Kd” “1”)(11 “Ks” “1”)(11 “roughness” “0.5”) -1.0 (“nulldisp” “”) 0.0 0 (“” “”) 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 *GLOBAL*01 0.4863,0.6471,0.0000 1.0,1.0,1.0 (“nullsurf” “”) (11 “Ka” “1”)(11 “Kd” “1”)(11 “Ks” “1”)(11 “roughness” “0.5”) -1.0 (“nulldisp” “”) 0.0 0 (“” “”) 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 *GLOBAL*01 0.4863,0.6471,0.0000 1.0,1.0,1.0 (“nullsurf” “”) (11 “Ka” “1”)(11 “Kd” “1”)(11 “Ks” “1”)(11 “roughness” “0.5”) -1.0 (“nulldisp” “”) 0.0 0 (“” “”) 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 *GLOBAL*01 0.4863,0.6471,0.0000 1.0,1.0,1.0 (“nullsurf” “”) (11 “Ka” “1”)(11 “Kd” “1”)(11 “Ks” “1”)(11 “roughness” “0.5”) -1.0 (“nulldisp” “”) 0.0 0 (“” “”) 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 *GLOBAL*01 0.4863,0.6471,0.0000 1.0,1.0,1.0 (“nullsurf” “”) (11 “Ka” “1”)(11 “Kd” “1”)(11 “Ks” “1”)(11 “roughness” “0.5”) -1.0 (“nulldisp” “”) 0.0 0 (“” “”) 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 *GLOBAL*01 0.4863,0.6471,0.0000 1.0,1.0,1.0 (“nullsurf” “”) (11 “Ka” “1”)(11 “Kd” “1”)(11 “Ks” “1”)(11 “roughness” “0.5”) -1.0 (“nulldisp” “”) 0.0 0 (“” “”) 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 *GLOBAL*01 0.4863,0.6471,0.0000 1.0,1.0,1.0 (“nullsurf” “”) (11 “Ka” “1”)(11 “Kd” “1”)(11 “Ks” “1”)(11 “roughness” “0.5”) -1.0 (“nulldisp” “”) 0.0 0 (“” “”) 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 *GLOBAL*01 0.4863,0.6471,0.0000 1.0,1.0,1.0 (“nullsurf” “”) (11 “Ka” “1”)(11 “Kd” “1”)(11 “Ks” “1”)(11 “roughness” “0.5”) -1.0 (“nulldisp” “”) 0.0 0 (“” “”) 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 *GLOBAL*01 0.4863,0.6471,0.0000 1.0,1.0,1.0 (“nullsurf” “”) (11 “Ka” “1”)(11 “Kd” “1”)(11 “Ks” “1”)(11 “roughness” “0.5”) -1.0 (“nulldisp” “”) 0.0 0 (“” “”) 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 *GLOBAL*01 0.4863,0.6471,0.0000 1.0,1.0,1.0 (“nullsurf” “”) (11 “Ka” “1”)(11 “Kd” “1”)(11 “Ks” “1”)(11 “roughness” “0.5”) -1.0 (“nulldisp” “”) 0.0 0 (“” “”) 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 *GLOBAL*01 0.4863,0.6471,0.0000 1.0,1.0,1.0 (“nullsurf” “”) (11 “Ka” “1”)(11 “Kd” “1”)(11 “Ks” “1”)(11 “roughness” “0.5”) -1.0 (“nulldisp” “”) 0.0 0 (“” “”) 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 *GLOBAL*01 0.4863,0.6471,0.0000 1.0,1.0,1.0 (“nullsurf” “”) (11 “Ka” “1”)(11 “Kd” “1”)(11 “Ks” “1”)(11 “roughness” “0.5”) -1.0 (“nulldisp” “”) 0.0 0 (“” “”) 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 Garde-corps en acier d200 Sortie des Huiles d400 Sortie E.U. Béton armé Gros béton Grille en acier 5 5 5 5 NOTA : 5 -1.0 5 5 -1.0 5 5 5 -1.0 -1.0 5 5 5 5 5 5 5 5 5 5 5 5 5 5 -1.0 +4.05 +3.55 +3.45 +5.40 +0.35 +4.35 +3.35 +1.70 +4.35 +4.85 ±0.00 +2.85 5 5 5 5 +3.20 +5.40 +3.45 +2.00 +2.25 5 5 -1.0 d400 Sortie E.U. 5 5 5 5 5 5 5 5 5 5 5 +3.95 +3.55 +3.05 +3.55 ±0.00 d600 Entrée E.U. 5 5 +2.70 03 05 04 01 d200 Sortie des Huiles d400 Sortie E.U. COUPE A-A Béton armé Gros béton Grille en acier 5 5 5 5 -1.0 5 5 5 5 5 +4.05 +3.55 +3.45 +5.40 +0.35 +4.35 +3.35 +1.70 +4.35 +4.85 ±0.00 +2.85 5 5 5 5 +3.20 +5.40 +3.45 +2.00 +2.25 d400 Sortie E.U. +3.95 +3.55 +3.05 +3.55 ±0.00 d600 Entrée E.U. 5 5 +2.70 04 05 04 01 21 22 29 02 11 13 12 +4.85 DN50 DN50 DN80 DIMENSION 1.00X0.80X1.10 Q=0.5m3/h DN50 DN50 DN400 01 01 01 04 01 06 01 VANNE MURALE POMPE SUBMERSIBLE AVEC MOTEUR DE SRFACE QUANT. 02 02 02 ML=5.00 02 DESIGNATION 01 02 02 COLLIER DE SCELLEMENT POUR CONDUIE DN80 NOMENCLATURE DES PIECES DEGRILLEUR MECANIQUE PONT RACLEUR CANALISATION DE REFOULEMENT EN ACIER GALVANISE HMT=10m DN80 06 ROBINET VANNE 06 DN50 DN50 06 COUDE 1/4 EN ACIER GALVANISE 06 DN50 DN50 06 30 DN50 DN50 06 COUDE 1/4 EN ACIER GALVANISE MANCHETTE EN ACIER GALVANISE LONG. DE L’UNITE 2.40 06 DN50 TE EGAL EN ACIER GALVANISE 06 12 24 02 BOUCHON D’EXTREMITE EN ACIER GALVANISE DN80 29 30 31 32 02 02 40 DN200 MANCHETTE EN ACIER INOX ML=0.40m 02 02 DN200 DN200 02 MANCHETTE EN ACIER INOX ML=2.60m COUDE 1/4 EN ACIER INOX 02 DN200 03 07 13 12 11 08 10 09 N° 03 02 01 06 05 04 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 06 MANCHETTE EN ACIER GALVANISE LONG. DE L’UNITE 0.90 MANCHETTE EN ACIER GALVANISE LONG. DE L’UNITE 4.00 COUDE 1/4 EN ACIER GALVANISE DN80 MANCHETTE EN ACIER GALVANISE LONG. DE L’UNITE 0.50 DN80 MANCHETTE EN ACIER GALVANISE LONG. DE L’UNITE 0.90 DN80 TE EN ACIER GALVANISE DN80/80 MANCHETTE EN ACIER GALVANISE LONG. DE L’UNITE 0.10 DN80 MANCHETTE EN ACIER GALVANISE LONG. DE L’UNITE 4.20 DN80 MANCHETTE EN ACIER GALVANISE LONG. DE L’UNITE 0.20 DN50 MANCHETTE EN ACIER GALVANISE LONG. DE L’UNITE 0.35 MANCHETTE EN ACIER GALVANISE LONG. DE L’UNITE 2.30 COUDE 1/8 EN ACIER GALVANISE COLLIER DE SCELLEMENT POUR CONDUIE DN50 MANCHETTE EN ACIER GALVANISE LONG. DE L’UNITE 0.60 25 26 27 DN50 MANCHETTE EN ACIER GALVANISE LONG. DE L’UNITE 0.60 DIFFISEURS D’AIR (FINE BULLE) DN50 15X10X15 SOCLE EN BETON DEGRILLEUR MANUELLE 31 LAME EN ACIER INOX DEVERSSANTE 1.75X0.2X0.05 LAME EN ACIER INOX DEVERSSANTE 1.00X0.2X0.05 35 0.80X0.2X0.05 LAME EN ACIER COURBEE A CHARNIERE 1.60X0.20X0.05 LAME EN ACIER COURBEE A CHARNIERE LAME DE CALMAGE EN CAOUTCHOUC REGIDE 0.05X1.60X0.01 MANCHETTE EN ACIER INOX ML=2.60m – Voir plan d’implantation (lot hydraulique). – Voir plans de coffrage N° 10104 et N° 10105. – Voir plan d’équipement N°12101 et 12103. – L’emplacement des conduite se fera avant le coulage du béton C.F.E=414.45 C.P=414.25 C.F.E.=415.30 C.P=416.30 C.F.E=414.45 C.P=414.25 C.F.E.=415.30 C.P=416.30 1/100 102 1/50 \W1.124941x;\T1.083;PLAN D’EQUIPEMENTS \W1.124941x;\T1.083;PRETRAITEMENTS \W1.124864x;\T1.067;COUPES AA AA’ COUPE A-A 0.420m x 0.297m 0.594m x 0.420m 0.841m x 0.594m 1.188m x 0.841m 0.420m x 0.297m 0.297m x 0.210m ECHELLE DESSINE PLAN N VERIFIE PROJET \W0.750000x;A1 : A3 : B. F F. G 0.0 0 0 1 0 0 1 1 1 (“” “”) 0 (“nulldisp” “”) -1 (“nullsurf” “”) 1,1,1 -1,-1,-1 -1 H.P.O .10 .25 .50 .25 .10 .25 .80 .25 1.00 .25 1.75 .25 1.50 .25 1.75 .25 1.00 .25 .80 .25 1.70 .10 .25 .40 2.10 1.05 .10 10.60 1.80 .25 .50 .70 .25 1.50 .70 .25 .50 .25 .10 1.70 8.50 .25 .70 .95 .10 .65 .65 2.00 .25 2.25 .40 1.75 .10 .50 .25 .25 .10 1.70 2.75 .25 .25 1.75 .10 .25 .50 .25 .10 .25 .80 .25 1.00 .25 1.75 .25 1.50 .25 1.75 .25 1.00 .25 .80 .25 1.70 .10 .25 .40 10.60 1.80 .25 .50 .70 .25 1.50 .70 .25 .50 .25 .10 1.70 8.50 .25 .70 .10 .65 .65 2.00 .25 .70 2.25 .40 1.75 .10 .50 .25 .25 .10 1.70 2.75 .10 .25 .50 .25 .10 .25 .80 .25 1.00 .25 1.75 .25 1.50 .25 1.75 .25 1.00 .25 .80 .25 1.70 .10 .25 .40 2.10 1.05 .25 .70 .10 10.60 1.80 .25 .50 .70 .25 1.50 .70 .25 .50 .25 .10 1.70 8.50 .25 .70 .95 .10 .65 .65 2.00 .25 2.25 .40 1.75 .10 .50 .25 .25 .10 1.70 2.75 .25 .25 1.75 .25 .70 SEUIL 000.00 000.00 TN 00.00 SEUIL 00.00 00.00 TN 0.00 TN 000.00 0.00 SEUIL 0.00 *GLOBAL*01 0.4863,0.6471,0.0000 1.0,1.0,1.0 (“nullsurf” “”) (11 “Ka” “1”)(11 “Kd” “1”)(11 “Ks” “1”)(11 “roughness” “0.5”) -1.0 (“nulldisp” “”) 0.0 0 (“” “”) 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 *GLOBAL*01 0.4863,0.6471,0.0000 1.0,1.0,1.0 (“nullsurf” “”) (11 “Ka” “1”)(11 “Kd” “1”)(11 “Ks” “1”)(11 “roughness” “0.5”) -1.0 (“nulldisp” “”) 0.0 0 (“” “”) 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 *GLOBAL*01 0.4863,0.6471,0.0000 1.0,1.0,1.0 (“nullsurf” “”) (11 “Ka” “1”)(11 “Kd” “1”)(11 “Ks” “1”)(11 “roughness” “0.5”) -1.0 (“nulldisp” “”) 0.0 0 (“” “”) 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 *GLOBAL*01 0.4863,0.6471,0.0000 1.0,1.0,1.0 (“nullsurf” “”) (11 “Ka” “1”)(11 “Kd” “1”)(11 “Ks” “1”)(11 “roughness” “0.5”) -1.0 (“nulldisp” “”) 0.0 0 (“” “”) 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 *GLOBAL*01 0.4863,0.6471,0.0000 1.0,1.0,1.0 (“nullsurf” “”) (11 “Ka” “1”)(11 “Kd” “1”)(11 “Ks” “1”)(11 “roughness” “0.5”) -1.0 (“nulldisp” “”) 0.0 0 (“” “”) 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 *GLOBAL*01 0.4863,0.6471,0.0000 1.0,1.0,1.0 (“nullsurf” “”) (11 “Ka” “1”)(11 “Kd” “1”)(11 “Ks” “1”)(11 “roughness” “0.5”) -1.0 (“nulldisp” “”) 0.0 0 (“” “”) 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 *GLOBAL*01 0.4863,0.6471,0.0000 1.0,1.0,1.0 (“nullsurf” “”) (11 “Ka” “1”)(11 “Kd” “1”)(11 “Ks” “1”)(11 “roughness” “0.5”) -1.0 (“nulldisp” “”) 0.0 0 (“” “”) 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 *GLOBAL*01 0.4863,0.6471,0.0000 1.0,1.0,1.0 (“nullsurf” “”) (11 “Ka” “1”)(11 “Kd” “1”)(11 “Ks” “1”)(11 “roughness” “0.5”) -1.0 (“nulldisp” “”) 0.0 0 (“” “”) 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 *GLOBAL*01 0.4863,0.6471,0.0000 1.0,1.0,1.0 (“nullsurf” “”) (11 “Ka” “1”)(11 “Kd” “1”)(11 “Ks” “1”)(11 “roughness” “0.5”) -1.0 (“nulldisp” “”) 0.0 0 (“” “”) 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 *GLOBAL*01 0.4863,0.6471,0.0000 1.0,1.0,1.0 (“nullsurf” “”) (11 “Ka” “1”)(11 “Kd” “1”)(11 “Ks” “1”)(11 “roughness” “0.5”) -1.0 (“nulldisp” “”) 0.0 0 (“” “”) 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 *GLOBAL*01 0.4863,0.6471,0.0000 1.0,1.0,1.0 (“nullsurf” “”) (11 “Ka” “1”)(11 “Kd” “1”)(11 “Ks” “1”)(11 “roughness” “0.5”) -1.0 (“nulldisp” “”) 0.0 0 (“” “”) 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 *GLOBAL*01 0.4863,0.6471,0.0000 1.0,1.0,1.0 (“nullsurf” “”) (11 “Ka” “1”)(11 “Kd” “1”)(11 “Ks” “1”)(11 “roughness” “0.5”) -1.0 (“nulldisp” “”) 0.0 0 (“” “”) 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 *GLOBAL*01 0.4863,0.6471,0.0000 1.0,1.0,1.0 (“nullsurf” “”) (11 “Ka” “1”)(11 “Kd” “1”)(11 “Ks” “1”)(11 “roughness” “0.5”) -1.0 (“nulldisp” “”) 0.0 0 (“” “”) 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 *GLOBAL*01 0.4863,0.6471,0.0000 1.0,1.0,1.0 (“nullsurf” “”) (11 “Ka” “1”)(11 “Kd” “1”)(11 “Ks” “1”)(11 “roughness” “0.5”) -1.0 (“nulldisp” “”) 0.0 0 (“” “”) 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 *GLOBAL*01 0.4863,0.6471,0.0000 1.0,1.0,1.0 (“nullsurf” “”) (11 “Ka” “1”)(11 “Kd” “1”)(11 “Ks” “1”)(11 “roughness” “0.5”) -1.0 (“nulldisp” “”) 0.0 0 (“” “”) 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 *GLOBAL*01 0.4863,0.6471,0.0000 1.0,1.0,1.0 (“nullsurf” “”) (11 “Ka” “1”)(11 “Kd” “1”)(11 “Ks” “1”)(11 “roughness” “0.5”) -1.0 (“nulldisp” “”) 0.0 0 (“” “”) 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 5 5 5 5 5 COUPE G-G 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 d200 Sortie des Huiles 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 20 Sortie des Huiles d200 23 5 5 5 07 06 08 14 15 16 11 17 21 22 24 5 5 5 5 5 COUPE H-H 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Sortie des sables 5 5 d300 d200 Sortie des Huiles +3.90 +4.85 +0.35 +3.65 +4.35 +3.95 5 5 5 5 5 5 5 5 NOTA : 5 Etanchéité Hydrofuge +3.35 +4.15 5 5 5 5 5 5 ±0.00 5 +1.40 +2.85 +4.85 Bacs à huile Bacs à huile +3.35 Bacs à sables 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 d200 Sortie des Huiles +3.90 +4.85 +0.35 +3.65 +4.35 5 5 5 5 5 5 5 5 +3.35 +4.15 5 5 5 5 5 5 ±0.00 5 +1.40 +2.85 +4.85 Bacs à sables 20 5 5 +4.35 5 5 5 +3.90 +4.85 +0.35 +3.65 +4.35 +4.15 ±0.00 +1.40 +2.85 +4.85 +4.35 +4.85 +0.95 31 32 33 34 36 37 38 Sortie des Huiles +4.85 Bacs à huile Bacs à huile COUPE F-F +4.65 +4.65 – Voir plan d’implantation (lot hydraulique). – Voir plans de coffrage N° 10104 et N° 10105. – Voir plan d’équipement N°12101 et 12102. – L’emplacement des conduite se fera avant le coulage du béton +4.65 1/100 103 \W1.124941x;\T1.083;PLAN D’EQUIPEMENTS 1/50 \W1.124941x;\T1.083;PRETRAITEMENTS \W1.124864x;\T1.067;COUPES FF GG HH 0.420m x 0.297m 0.594m x 0.420m 0.841m x 0.594m 1.188m x 0.841m 0.420m x 0.297m 0.297m x 0.210m ECHELLE DESSINE PLAN N VERIFIE PROJET \W0.750000x;A1 : A3 : B. F F. G