Open And Closed Hydraulic Network Installation DWG Detail for AutoCAD

Drawings shows a hydraulic installation and details of open and closed network network.

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

Final expenditure plan, Symbology, Flat cruises, Plan of expenditure proposals, Symbology, Symbology, Symbology, Flat cruises, Open network plan, Symbology, Expense plan at the nodes, Symbology, Symbology, Load plane available, Terrain quota, Charge available, Water diameter s, Symbology, Symbology, cruise, cruise, cruise, Symbology, cruise, cruise, cruise, cruise, Terrain quota, Charge available, Symbology, Final project plan, Terrain quota, Charge available

Raw text data extracted from CAD file:

\W9.90091; PLANO DE GASTOS FINALES 2` 1.5` 0.75` \W3.14858; SIMBOLOGIA 0.5` \W9.85824; PLANO CRUCEROS \W8.65190; PLANO DE PROPUESTAS DE GASTOS 2` 1.5` 0.75` \W3.14858; SIMBOLOGIA 0.5` 2` 1.5` 0.75` \W3.14858; SIMBOLOGIA 0.5` 2` 1.5` 0.75` \W3.14858; SIMBOLOGIA 0.5` \W9.85824; PLANO CRUCEROS \W9.85824; PLANO CRUCEROS \W8.98288; PLANO DE RED ABIERTA 2` 1.5` 0.75` \W3.14858; SIMBOLOGIA 0.5` \W8.90515; PLANO DE GASTOS EN LOS NODOS 2` 1.5` 0.75` \W3.14858; SIMBOLOGIA 0.5` 2` 1.5` \W5.65049; SIMBOLOGIA 1` \W9.60117; PLANO DE CARGA DISPONIBLE 100.3 \W5.05201; 6.22 cota del terreno carga disponble \W7.80001; PLANO DE DIAMETROS Y DIRECCION DEL AGUA 60 m 60 m 60 m 60 m 80 m 80 m 80 m 150 m 180 50 180 50 50 180 50 180 180 50 50 180 60 m 180 50 50 1 2 3 4 7 10 5 8 11 6 9 13 12 14 16 15 17 19 20 18 q=3 lts/s q=3.22 lts/s q=1 lts/s q=1.22 lts/s q=1.88 lts/s q=0.81 lts/s q=1.50 lts/s q=0.50 lts/s q=0.06 lts/s q=1.37 lts/s q=0.66 lts/s q=0.22 lts/s q=0.85 lts/s q=1 lts/s q=1.5 lts/s 180 50 180 50 50 180 50 180 180 50 50 180 180 50 50 1 2 3 4 7 10 5 8 11 6 9 q=3.11 lts/s q=1.435 lts/s q=2.75 lts/s q=1.405 lts/s q= 1.36 lts/s q=2.05lts/s q=1.365 lts/s q=0.765 lts/s q= 0.14 lts/s q=0.36 lts/s q=1.33 lts/s A C A B C D E 180 50 180 50 50 180 50 180 180 50 50 180 180 50 50 1 2 3 4 7 10 5 8 11 6 9 A 2` 1.5` 0.75` \W3.14858; SIMBOLOGIA 0.5` 180 50 180 50 50 180 50 180 180 50 50 180 180 50 50 1 2 3 4 7 10 5 8 11 6 9 A C D E 180 50 180 50 50 180 50 180 180 50 50 180 180 50 50 1 2 3 4 7 10 5 8 11 6 9 q=3.11 lts/s q=1.435 lts/s q=2.75 lts/s q=1.405 lts/s q= 1.36 lts/s q=2.05lts/s q=1.365 lts/s q=0.765 lts/s q= 0.14 lts/s q=0.36 lts/s q=1.33 lts/s A C 180 50 180 50 50 180 50 180 180 50 50 180 180 50 50 1 2 3 4 7 10 5 8 11 6 9 A 180 50 180 50 50 180 50 180 180 50 50 180 180 50 50 1 2 3 4 7 10 5 8 11 6 9 A C D E 14` 12` 10` 8` 6` \W5.32715; SIMBOLOGIA 50 1 2 3 4 7 10 5 8 11 6 9 A B 50 1 2 3 4 7 10 5 8 11 6 9 A 50 1 2 3 4 7 10 5 8 11 6 9 A C D E q=2.44 lts/s 100 \W2.91401; 21.06 \W4.00000; hf= 5.35 q=3.77 lts/s \W4.00000; hf= 3.30 q=1.12 lts/s \W4.00000; hf= 1.26 q=1.75 lts/s \W4.00000; hf= 2.86 q=1.15 lts/s \W4.00000; hf= 1.30 q=1.08 lts/s \W4.00000; hf= 1.16 q=0.84 lts/s \W4.00000; hf= 3 q=0.18 lts/s \W4.00000; hf= 4.85 q=1.68 lts/s \W4.00000; hf= 0.74 q=0.23 lts/s \W4.00000; hf= 2.12 q=0.10 lts/s \W4.00000; hf= 3.70 q=1.64 lts/s \W4.00000; hf= 0.73 q=0.86 lts/s \W4.00000; hf= 0.88 q=0.82 lts/s \W4.00000; hf= 0.81 q=0.84 lts/s \W4.00000; hf= 0.85 100.4 \W2.98544; 15.31 100.4 \W2.98544; 14.51 99.5 \W2.84258; 18.26 99.7 \W2.84258; 14.75 100.2 \W2.84258; 13.40 99.7 \W2.84258; 17.32 99.9 \W2.84258; 14.13 99.8 \W2.84258; 13.07 100 \W2.84258; 10.05 100 \W2.84258; 14.90 crucero 1 crucero 2 crucero 3 crucero 4 crucero 5 crucero 6 2″ 2″ x 1.5″ 14″ 2″ 2″ 1.5″ 2″ 2″ 2″ 2″ 2″ 1.5″ 1.5″ 1.5″ x 2″ 2″ 2″ 2″ 2″ x 1.5″ 1.5″ 1.5″ x 2″ 1.5″ x 2″ 1.5″ crucero 7 crucero 8 crucero 9 2″ 2″ 1.5″ 1.5″ x 2″ 1.5″ 2″ 2″ 1.5″ 2″ x 1.5″ 0.75″ 2″ x 0.75″ 0.5″ 1.5″ x 0.5″ crucero 10 crucero 11 0.75″ 0.75″ 0.5″ x 0.75″ 0.5″ 0.75″ 100 99.8 99.7 100 99.8 100 99.6 100.2 100.3 60 m 60 m 60 m 60 m 80 m 80 m 80 m 150 m 60 m 13 12 14 16 15 17 19 20 18 2` 2` 1.5` 1.5` 1` 1` 1` 1` 1` 9 q=2.438 lts/s q=2.438 lts/s q=2.438 lts/s q=2.438 lts/s 13 12 14 16 15 17 19 20 18 9 9 2` 1.5` 0.75` \W3.14858; SIMBOLOGIA 0.5` 1` 99.8 \W2.84258; 13.07 100 \W2.84258; 13.07 99.8 \W3.39020; 9.96 99.7 \W3.39020; 7.28 100 \W3.39020; 9.17 99.6 7.38 100.2 \W3.36639; 6.83 100 \W3.39020; 7.50 100.3 \W3.36639; 6.22 99.8 \W3.39020; 7.18 50 1 2 3 4 7 10 5 8 11 6 9 A B 50 1 2 3 4 7 10 5 8 11 6 9 A 50 1 2 3 4 7 10 5 8 11 6 9 A C D E q=2.44 lts/s 100 \W2.91401; 21.06 \W4.00000; hf= 5.35 q=3.77 lts/s \W4.00000; hf= 3.30 q=1.12 lts/s \W4.00000; hf= 1.26 q=1.75 lts/s \W4.00000; hf= 2.86 q=1.15 lts/s \W4.00000; hf= 1.30 q=1.08 lts/s \W4.00000; hf= 1.16 q=0.84 lts/s \W4.00000; hf= 3 q=0.18 lts/s \W4.00000; hf= 4.85 q=1.68 lts/s \W4.00000; hf= 0.74 q=0.23 lts/s \W4.00000; hf= 2.12 q=0.10 lts/s \W4.00000; hf= 3.70 q=1.64 lts/s \W4.00000; hf= 0.73 q=0.86 lts/s \W4.00000; hf= 0.88 q=0.82 lts/s \W4.00000; hf= 0.81 q=0.84 lts/s \W4.00000; hf= 0.85 100.4 \W2.98544; 15.31 100.4 \W2.98544; 14.51 99.5 \W2.84258; 18.26 99.7 \W2.84258; 14.75 100.2 \W2.84258; 13.40 99.7 \W2.84258; 17.32 99.9 \W2.84258; 14.13 100 \W2.84258; 10.05 100 \W2.84258; 14.90 99.8 \W2.84258; 13.07 q=2.438 lts/s q=2.167 lts/s q=0.271 lts/s q=0.271 lts/s q=0.271 lts/s q=1.264 lts/s q=0.271 lts/s q=0.632 lts/s q=0.271 lts/s 13 12 14 16 15 17 19 20 18 99.8 \W2.84258; 13.07 100 \W2.84258; 13.07 99.8 \W3.39020; 9.96 99.7 \W3.39020; 7.28 100 \W3.39020; 9.17 99.6 7.38 100.2 \W3.36639; 6.83 100 \W3.39020; 7.50 100.3 \W3.36639; 6.22 99.8 \W3.39020; 7.18 q=2.438 lts/s q=2.167 lts/s q=0.271 lts/s q=0.271 lts/s q=0.271 lts/s q=1.264 lts/s q=0.271 lts/s q=0.632 lts/s q=0.271 lts/s crucero 13 2″ 1.5″ 2″ crucero 15 1″ 1″ 2″ crucero 18 2″ x 1.5″ 2″ x 1.5″ 2″ x 1.5″ 1.5″ 2″ x 1.5″ 1.5″ 1″ 1.5″ 1.5″ x 1″ crucero 15 1″ 1.5″ 1.5″ x 1″ 100.3 \W3.36639; 6.22 cota del terreno carga disponble 2` 1.5` 0.75` \W5.65049; SIMBOLOGIA 0.5` 1` \W9.80117; PLANO FINAL DEL PROYECTO 100.3 \W5.05201; 6.22 cota del terreno carga disponble