System Supply Potable Water Amancaya DWG Block for AutoCAD

System supplay potable water in rural area – Dispersed housings – Distribution

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

Gumercinda vda. of flowers, Leonardo walls, Humberto walls, Teachers, Jorge Aguilar, Maximum condor, Donato condori, Apolinar towers, Rosendo aguilar, Eulogio aguilar, Rene aguilar, Eugenio Villca, Luis melendres, Zacarías aguilar, July walls, Corregimiento, Martin walls, Manuel mamani, Ricardo Marin, Luis mamani, Gabriel marin, Union headquarters, Ignacia flowers, Faustino miranda, Seraphim ortíz, Juan peñaranda, Manuel nuñez, Maximo peñaranda, Pedro flores, Valentin flores, Martial art, Crispin santillan, Epiphany flowers, Justino walls, Hernan walls, Late alejandro, Ambrosio walls, Leocadio cuba, Mario walls, Felix gonzales, Juan Aguilar, Vicente condori, Demetrio Santillan, Juan yampara, Vidal avendaño, school, post, Common ground, Making work, Fg creek pass, Pvcd, Pvcd, Old chapel, Deposit, Pvc, Pvc, Pvcd, Pvcd, Pvcd, Pvcd, Pvcd, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, F.g, runway, Fg creek pass, Fg creek pass, Fg creek pass, Fg creek pass, Pvcd, Fg creek pass, chap., storage tank, Pvcd, Pvcd, school, Pvcd, Pvcd, Pvcd, Pvcd, Pvcd, Pvcd, Pvcd, Pvcd, Pvcd, Pvcd, F.g, chapel, internship, post, school, Pvcd, Pvcd, Fg creek pass, path, Fg creek pass, aqueduct, Pvc

Raw text data extracted from CAD file:

31 Gumercinda Vda. De Flores EL=0.00 46 Leonardo Paredes EL=0.00 45 Humberto Paredes EL=0.00 43 Profesores y familias EL=0.00 42 Jorge aguilar EL=0.00 41 Máximo Condori EL=0.00 40 Donato Condori EL=0.00 39 Apolinar Torres EL=0.00 38 Rosendo Aguilar EL=0.00 37 Eulogio Aguilar EL=0.00 36 Rene Aguilar EL=0.00 35 Eugenio Villca EL=0.00 34 Luis Melendres EL=0.00 33 Zacarías Aguilar EL=0.00 32 Julio Paredes EL=0.00 30 Corregimiento EL=0.00 29 Martín Paredes EL=0.00 28 Manuel Mamani EL=0.00 27 Ricardo Marín EL=0.00 26 Luis Mamani EL=0.00 25 Gabriel Marín EL=0.00 24 Sede Sindical EL=0.00 23 Ignacia Flores EL=0.00 22 Faustino Miranda EL=0.00 21 Serafina Ortíz EL=0.00 20 Juan Peñaranda EL=0.00 19 Manuel Nuñez EL=0.00 18 Maximo Peñaranda EL=0.00 17 Pedro Flores EL=0.00 16 Valentin Flores EL=0.00 15 Marcial Aguilar EL=0.00 14 Crispin Santillan EL=0.00 13 Epifanio Flores EL=0.00 12 Justino Paredes EL=0.00 11 Hernan Paredes EL=0.00 10 Alejandro Tardío EL=0.00 9 Ambrosio Paredes EL=0.00 8 Leocadio Cuba EL=0.00 7 Mario Paredes EL=0.00 6 Felix Gonzáles EL=0.00 5 Juan Aguilar EL=0.00 4 Vicente Condori EL=0.00 3 Demetrio Santillan EL=0.00 2 Juan Yampara EL=0.00 1 Vidal Avendaño EL=0.00 48 A1 EL=0.00 49 A2 EL=0.00 50 B1 EL=0.00 51 C1 EL=0.00 52 D1 EL=0.00 53 D2 EL=0.00 54 E1 EL=0.00 55 E2 EL=0.00 56 F1 EL=0.00 57 G1 EL=0.00 58 G2 EL=0.00 59 G3 EL=0.00 60 H1 EL=0.00 61 H2 EL=0.00 62 H3 EL=0.00 63 H4 EL=0.00 64 I1 EL=0.00 65 J1 EL=0.00 66 K1 EL=0.00 67 L1 EL=0.00 68 M1 EL=0.00 69 N1 EL=0.00 70 N2 EL=0.00 71 N3 EL=0.00 72 Ñ1 EL=0.00 73 Ñ2 EL=0.00 74 O1 EL=0.00 75 P1 EL=0.00 76 Q1 EL=0.00 77 R1 EL=0.00 78 R2 EL=0.00 79 S1 EL=0.00 80 S2 EL=0.00 81 T7 EL=0.00 82 U1 EL=0.00 83 U2 EL=0.00 84 U3 EL=0.00 85 U4 EL=0.00 86 EL=0.00 87 EL=0.00 88 EL=0.00 89 W2 EL=0.00 90 EL=0.00 91 EL=0.00 92 V2 EL=0.00 93 W1 EL=0.00 94 EL=0.00 47 Escuela EL=0.00 44 Posta EL=0.00 TIERRA COMUN 2390 2395 E9 2400 2395 L = 6 M OBRA DE TOMA E1 E2 E4 E5 E6 E3 PASO DE QUEBRADA FG E8 E7 2400 2405 PVCd 1/2″ L = 5.53 L = 24.16 PVCd 3/4″ 26 E11 CAPILLA VIEJA 53 2395 26 35 36 58 38 27 28 29 34 57 30 31 32 39 40 54 56 55 60 61 33 41 DEPOSITO 2335 2340 PVC d 1/2″ L = 88.24 58 36 L = 54.19 PVC d 1/2″ PVC d 3/4″ L = 77.31 35 27 L = 125.22 PVCd 3/4″ 2325 2335 2340 2340 2335 2330 2325 2325 2330 P1 Q1 O1 61 L = 33.96 PVCd 1/2″ L = 27.07 60 PVCd 1/2″ L = 13.55 40 PVCd 3/4″ PVCd 1/2″ 41 L = 96.94 PVCd 3/4″ 39 L = 120.27 L = 19.72 57 PVC d 1/2″ PVC d 3/4″ 34 L = 44.96 L = 6.09 PVC d 1/2″ 55 33 PVC d 1/2″ L = 9.24 PVC d 1/2″ 33 L = 71.07 PVC d 3/4″ 32 L = 22.43 PVC d 3/4″ L = 37.29 31 30 PVC d 3/4″ L = 92.36 29 L = 8.92 PVC d 3/4″ L = 30.16 F.G d 3/4″ 28 2325 2320 Ñ1 Ñ2 R1 R2 J1 L1 N1 N2 N3 M1 K1 L = 30.16 M PASARELA E10 L = 12 M PASO DE QUEBRADA FG 4 49 20 21 22 51 23 24 25 45 46 47 48 63 64 52 37 59 PVCd1 1/2″ L = 24.60 10 PASO DE QUEBRADA FG L = 4 M 2395 2390 2385 2390 2385 L = 7.30 M PASO DE QUEBRADA FG L = 7.40 M PASO DE QUEBRADA FG E20 2380 2375 2370 2380 2375 2370 PVCd1 1/2″ L = 6.77 PVCd1 1/2″ 1 4 PVCd1 1/2″ L = 49.64 5 PVCd1 1/2″ L = 42.47 3 PVCd 1/2″ 49 L = 30.79 PASO DE QUEBRADA FG L = 6. M 2370 2365 2370 2365 CAP. 14.40 M3 TANQUE DE ALMACENAMIENTO 2375 2380 2385 2390 PVCd1 1/2″ L = 65.96 L= PVCd1 1/2″ X1 2390 2385 2380 2375 2370 2365 2360 2 3 2 5 2350 2355 2350 2355 2365 2370 2360 9 L = 100.70 PVCd1 1/2″ PVCd1 1/2″ L = 51.17 8 7 L = 140.46 PVCd1 1/2″ 6 L = 62.87 6 7 8 9 PVCd 3/4″ L = 38.21 37 PVCd 1″ 2360 A1 F1 – ESCUELA – PVCd1 1/2″ 2345 2345 2350 2355 2350 2355 2350 2345 2345 15 L = 41.07 PVCd1 1/2″ 14 L = 133.06 PVCd1 1/2″ 13 L = 107.23 PVCd1 1/2″ 11 12 L = 39.08 PVCd1 1/2″ 10 11 12 13 14 15 62 L = 22.75 PVCd 1/2″ 43 L = 39.45 PVCd 3/4″ 45 PVCd 3/4″ L = 21.56 44 L = 34.56 PVCd 1″ 42 L = 19.31 PVCd 1/2″ 63 64 L = 15.13 PVCd 1/2″ 53 24 PVCd1 ” L = 43.11 PVCd 1″ L = 5.53 25 L = 22.43 PVCd 1/2″ 48 L = 15.61 PVCd 3/4″ 24 L = 30.80 46 PVCd 3/4″ 2355 2350 2345 2340 2335 2330 2325 2325 2330 2335 2340 PVCd1 1/2″ 22 L = 13.90 L = 103.88 23 PVCd1 1/2″ PVCd1 1/2″ 51 L = 96.97 50 PVCd1 1/2″ L = 43.31 PVCd1 1/2″ L = 96.97 21 PVCd1 1/2″ L = 14.65 20 19 L = 24.40 F.G d1 1/2″ 18 L = 26.19 PVCd1 1/2″ PVCd1 1/2″ L = 53.52 17 L = 26.89 16 16 V1 V2 W1 W2 2335 18 19 50 A2 B1 C1 D1 D2 G1 G2 G3 H1 S1 S2 T1 U1 U2 U4 U3 – CAPILLA – – INTERNADO – – POSTA – – ESCUELA – 42 44 62 17 L = 46.82 L = 16.06 59 PVCd 1/2″ L = 153.72 PVCd 3/4″ 38 2325 2330 2335 2340 2345 2350 2355 2360 E1 E2 H2 H3 H4 43 I1 1 E30 PASO DE QUEBRADA FG L = 6 M E17 E19 E18 E16 E15 E14 E13 E12 E29 E28 E27 E26 E25 E24 E23 E22 E21 278 Camino EL=2381.48 2375 E31 L = 12.00 M PASO DE QUEBRADA FG L = 24.40 M ACUEDUCTO 1 31 PVC d 1/2″ L = 19.34