Aqueduct Design DWG Block for AutoCAD

Aqueduct Design DWG Block for AutoCAD

Design of Water Supply

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

Ing. Roberto salazar c., Plane no:, Drawing calculation project:, Contains, scale:, draft:, date:, Marwin castle, University of nariño, Ing. Roberto salazar c., Linares aqueduct, revised:, Conventional sandblaster, Faculty of Engineering, Civil engineering program, Indicated, may, Conventional dual-compartment hopper with hoppers, Pvc, Pvc, Pvc, Cut b ‘esc., Cut to ‘esc., Detelle esc. Esc., Grinder with hoppers esc., Bolivar plaza, Street, River, Street, Area of ​​future development, of the network, storage tank, Meter meters, Plane no:, Drawing calculation project:, Contains, scale:, draft:, date:, Marwin castle, University of nariño, Ing. Roberto salazar c., Linares aqueduct, revised:, Network cut-out, Faculty of Engineering, Civil engineering program, Indicated, may, Convention table, Yee, cross, tee, elbow, reduction, valve, moisturizing, knot, Hydrants, elbows, Tees, Yees, Reductions, Valves, total, See det., The pipelines of the secondary main network were designed with pvc rde, Details desc gr., Esc., Bolivar plaza, Street, River, Street, Area of ​​future development, Location, storage tank, Meter meters, Plane no:, Drawing calculation project:, Contains, scale:, draft:, date:, Marwin castle, University of nariño, Ing. Roberto salazar c., Linares aqueduct, revised:, Location diagram, Faculty of Engineering, Civil engineering program, Indicated, may, Plane no:, Drawing calculation project:, Contains, scale:, draft:, date:, Marwin castle, University of nariño, Ing. Roberto salazar c., Linares aqueduct, revised:, Fundraising, Faculty of Engineering, Civil engineering program, Indicated, may, Cut and, Cut to ‘, Profile creaguer court b ‘, Plant pickup, Level, from the box, Namc, Crown wall, Grid dimension, Level of the river, Average level of the river, Maximum level of the river, Cut c ‘, Detail grid esc., C. Maximum water level, C. Minimum water level, C. Box background, C. dump, Esc., air duct, Access cover, Detail ventilation tube, Esc., Plant storage tank, Esc., Connection detail, Esc., University of nariño, Drawing calculation project:, Contains, scale:, draft:, Ing. Roberto salazar c., Linares aqueduct, date:, Plane no:, revised:, storage tank, Marwin castle, tee, Overflow, cleaning, Faculty of Engineering, Civil engineering program, Indicated, may, Overflow, elbow, elbow, valve, Cut to ‘, Esc., storage tank, may, Indicated, Civil engineering program, Faculty of Engineering, Driving design, revised:, Linares aqueduct, Ing. Roberto salazar c., University of nariño, Marwin castle, date:, draft:, scale:, Contains, Drawing calculation project:, Plane no:, gate, valve, reduction, sucker, purge, sucker, Rde long:, Long:, Rde, Rde long:, Cut to ‘, plant, Overflow, cleaning, valve, accessories, Ground level, Key dimension, Abscissas, length., Piezometric quota, Chamber of break, Det, Chamber of break, of conduction

Raw text data extracted from CAD file:

\A1;1.5947 \A1;0.3987 \A1;0.3987 \A1;0.3987 \A1;0.3987 \A1;1.5947 \A1;2.1026 \A1;7.1200 \A1;12.1800 \A1;8.3400 \A1;1.4000 \A1;1.2000 \A1;0.3000 \A1;11° \A1;15° \A1;2.4000 \A1;2.4000 \A1;0.8746 \A1;0.7492 \A1;0.7492 \A1;0.8746 \A1;1.3600 \A1;1.3600 \A1;1.6000 \A1;1.2000 \A1;2.2000 \A1;0.1000 \A1;4.6995 \A1;4.1490 \A1;0.4236 \A1;5.7000 \A1;24.9200 \A1;0.0013 \A1;106m \A1;106m \A1;106m \A1;106m \A1;106m \A1;106m \A1;106m \A1;53m \A1;53m \A1;53m \A1;112m \A1;106m \A1;105.7m \A1;106m \A1;106.23m \A1;53m \A1;8 pg \A1;14 pg \A1;0.10m \A1;0.3000 \A1;25.0000 \A1;0.3000 \A1;0.3000 \A1;25.6000 \A1;0.3000 \A1;2.4000 \A1;2.7000 \A1;7.8000 \A1;19.9000 \A1;6.3500 \A1;6.3m \A1;7.2000 \A1;0.10m \A1;0.10m \A1;0.15m \A1;0.15m \A1;0.30m \A1;0.30m \A1;0.20m \A1;1.8000 \A1;4.7800 ING. ROBERTO SALAZAR C. 1/6 5 5 5 5 5 5 5 5 5 PLANO No: DIBUJO PROYECTO Y CALCULO: CONTIENE ESCALA: PROYECTO: FECHA: MARWIN CASTILLO UNIVERSIDAD DE NARIÑO ING. ROBERTO SALAZAR C. ACUEDUCTO DE LINARES REVISO: DESARENADOR CONVENCIONAL FACULTAD DE INGENIERIA PROGRAMA DE INGENIERIA CIVIL INDICADA MAYO 2005 DESARENADOR CONVENCIONAL DE DOBLE COMPARTIMENTO CON TOLVAS A' A 4.84m 1.00m 3.32m 0.70m 0.60m 0.60m 0.20m 0.10m 0.30m 0.10m 0.10m 0.30m 5.94m 4.12m 11.06m 0.80m 13.26m 1.00m 0.50m 0.10m 0.20m 1.20m 1.20m 3.18m 2.78m 2.50m 0.30m 5.50m 0.20m 0.20m 0.60m 2.35m 3.15m 1.00m 2.50m 2.50m 1.00m 0.50m 0.25m 0.25m 0.50m 5.70m PVC ø 10" 5 5 PVC ø 10" 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PVC ø 10" PVC ø 10" 5 5 S = 5% Ñ 493.75m Ñ 494.8m Ñ 494.8m Ñ 494.8m 5 Ñ 492.096m 5 Ñ 492.73m CORTE B - B' ESC. 1:100 B B' Ñ 494.8m Ñ 494.5m Ñ 494.48m Ñ 494.44m Ñ 494.34m Ñ 493.94m CORTE A - A' ESC. 1: 50 DETELLE REJILLA ESC. 1:25 DESARENADOR CON TOLVAS ESC. 1:50 5 5 5 1.320 1.315 1.255 1.260 1.255 1.255 1.265 PLAZA DE BOLIVAR Calle 2ª 1.295 1.290 1.285 1.280 1.300 1.270 1.275 1.305 1.310 1.275 Rio Calle 1ª 1.265 1.270 1.255 1.260 1.315 1.285 1.280 1.300 1.290 1.295 1.320 1.305 1.310 ZONA DE FUTURO DESARROLLO \LDESPIECE DE LA RED TANQUE DE ALMACENAMIENTO f 6" RDE 32.5 L = 319.6 METROS 35 36 37 32 33 34 29 30 31 23 24 25 26 27 28 17 18 19 20 21 22 16 10 11 12 13 14 15 9 7 8 6 5 4 3 2 1 PLANO No: DIBUJO PROYECTO Y CALCULO: CONTIENE ESCALA: PROYECTO: FECHA: MARWIN CASTILLO UNIVERSIDAD DE NARIÑO ING. ROBERTO SALAZAR C. ACUEDUCTO DE LINARES REVISO: DESPIECE DE LA RED FACULTAD DE INGENIERIA PROGRAMA DE INGENIERIA CIVIL INDICADA MAYO 2005 F 4" 5 F 4" F 4" F 4" F 4" F 4" F 4" F 4" F 4" F 4" F 4" F 4" F 4" F 4" F 4" F 4" F 4" F 4" F 4" F 4" F 4" F 4" F 4" F 4" F 4" F 3" F 3" cuadro de convenciones yee cruz tee codo reduccion valvula hidratante F 3" F 3" F 3" F 3" F 3" F 3" F 2" F 2" F 2" F 2" F 2" F 3" F 3" F 3" F 3" F 2" F 2" F 2" F 2" F 2" F 3" F 3" F 3" F 3" F 3" F 3" NUDO HIDRANTES CODOS 90º TEES YEES REDUCCIONES VÁLVULAS 1 1 1 DE 6" A 4" 2 2 1 1 DE 4" A 3" 2 3 1 1 DE 4" A 3" 2 4 1 1 DE 4" A 3" 2 5 1 1 DE 4" A 3" 2 6 1 1 DE 4" A 2" 2 6A 13" 2 7 8 1 2 9 1 1 DE 4" A 3" 2 9A 10 1 - 2" 1 11 1 - 3" 2 12 1 - 3" 2 13 1 - 3" 2 14 1 - 3" 2 15 2 - 9" 2 DE 4" A 2" 3 15A 1 16 1 - 4" 1 DE 4" A 2" 2 16A 1 17 1 - 4" 1 DE 4" A 2" 2 18 1 19 1 20 1 21 1 22 2 - 4" 2 DE 4" A 2" 3 23 1 3 24 1 1 DE 4" A 2" 2 25 1 3 26 1 1 DE 4" A 2" 2 27 1 28 1 29 1 1 DE 4" A 2" 2 30 1 31 1 1 DE 4" A 2" 2 31A 1 1 32 1 1 DE 4" A 2" 2 33 1 34 1 1 DE 4" A 3" 2 34A 1 - 2" 1 35 1 1 DE 4" A 3" 2 35A 1 - 2" 1 36 1 1 DE 4" A 3" 2 36A 1 - 2" 1 37 1 2 - 4" 1 DE 4" A 3" 3 37A 1 - 2" 1 42 TOTAL 8 31 1 1 1 3 Ver Det. 1 Ver Det. 2 Ver Det. 3 Ver Det. 4 Ver Det. 5 Ver Det. 6 Ver Det. 7 Ver Det. 1 Ver Det. 2 Ver Det. 3 Ver Det. 4 Ver Det. 5 Ver Det. 6 Ver Det. 7 F 4" LAS TUBERIAS DE LA RED PRINCIPAL Y SECUNDARIA SE DISEÑARON CON PVC RDE 32.5 DETALLES DESPIECE ESC. 1:50 ESC. 1:2200 1.320 1.315 1.255 1.260 1.255 1.255 1.265 PLAZA DE BOLIVAR Calle 2ª 1.295 1.290 1.285 1.280 1.300 1.270 1.275 1.305 1.310 1.275 Rio Calle 1ª 1.265 1.270 1.255 1.250 1.260 1.315 1.285 1.280 1.300 1.290 1.295 1.320 1.305 1.310 ZONA DE FUTURO DESARROLLO \LDIAGRAMA DE LOCALIZACIÓN TANQUE DE ALMACENAMIENTO f 6" RDE 32.5 L = 319.6 METROS 35 36 37 32 33 34 29 30 31 23 24 25 26 27 28 17 18 19 20 21 22 16 10 11 12 13 14 15 9 7 8 6 5 4 3 2 1 PLANO No: DIBUJO PROYECTO Y CALCULO: CONTIENE ESCALA: PROYECTO: FECHA: MARWIN CASTILLO UNIVERSIDAD DE NARIÑO ING. ROBERTO SALAZAR C. ACUEDUCTO DE LINARES REVISO: DIAGRAMA DE LOCALIZACIÓN FACULTAD DE INGENIERIA PROGRAMA DE INGENIERIA CIVIL INDICADA MAYO 2005 112m 106m 106m 106m 106m 106m 105.7m 106m 106m 106m 106m 106.23m 53m 53m 53m 53m Ho=0.27m PLANO No: DIBUJO PROYECTO Y CALCULO: CONTIENE ESCALA: PROYECTO: FECHA: MARWIN CASTILLO UNIVERSIDAD DE NARIÑO ING. ROBERTO SALAZAR C. ACUEDUCTO DE LINARES REVISO: CAPTACION DE FONDO FACULTAD DE INGENIERIA PROGRAMA DE INGENIERIA CIVIL INDICADA MAYO 2005 \A1;0.2m \A1;0.15m Ñ 500 m \A1;0.2m 501 m 501.17 m 501.36 m B' B CORTE E - E' 0.20m 0.24m 0.20m \A1;1.0m \A1;0.55m \A1;0.3m \A1;0.3m \A1;1.5m \A1;1.2m \A1;1.4m \A1;0.8m \A1;0.8m \A1;0.3m \A1;3.6m \A1;0.2m C' C \A1;8 pg \A1;0.1m \A1;0.1m \A1;0.7m \A1;0.4m \A1;0.2m \A1;1.0m \A1;1.2m \A1;2.5m \A1;0.3m \A1;1.2m CORTE A - A' PERFIL CREAGUER CORTE B - B' CAPTACIÓN EN PLANTA \A1;0.2m \A1;0.5m \A1;0.4m \A1;0.3m \A1;2.7m \A1;1.4m \A1;1.2m \A1;1.3m \A1;2.1m 0,04m A A' \A1;3.00m Cota nivel aguas mínimo de la caja 500.28 m \A1;1.4m NAMC 501.34 m E' E \A1;3.6m HL=0.25m Corona muro 502 m \A1;3.0m \A1;0.3m Cota rejilla 501 m Cota nivel mínimo del rio 501.1 m Cota nivel medio del rio 501.17 m Cota nivel máximo del rio 501.36 m \A1;12pg \A1;0.7m \A1;0.1m \A1;1.0m \A1;0.3m CORTE C - C' DETALLE REJILLA ESC. 1:1200 \A1;0.24m \A1;1.40m 0.0327m 0.0127m 0.016m \A1;2.2m C. NIVEL DE AGUAS MAXIMO 501.34 C. NIVEL DE AGUAS MINIMO 500.28 C. FONDO CAJILLA 493.94m C. VERTEDERO ESC. 1:25 ESC. 1:25 ESC. 1:25 ESC. 1:25 8 pg 14 pg 0.10m Ñ Ñ Ñ Ñ 500.85 m 500.58 m Ñ Ñ 500.43 m Ñ 500.68 m 494.44 m Tubo de ventilación d 12" Tubo de ventilación d 12" Tubo de ventilación d 12" Tubo de ventilación d 12" TAPA DE ACCESO 1M X 1M TAPA DE ACCESO 1M X 1M d 12" d 6" d 6" d 6" d 6" (VER DET.) (VER DET.) (VER DET.) (VER DET.) DETALLE TUBO DE VENTILACION ESC. 1:10 PLANTA TANQUE ALMACENAMIENTO ESC. 1:100 DETALLE CONEXION ESC. 1:130 UNIVERSIDAD DE NARIÑO DIBUJO PROYECTO Y CALCULO: CONTIENE ESCALA: PROYECTO: ING. ROBERTO SALAZAR C. ACUEDUCTO DE LINARES FECHA: PLANO No: REVISO: TANQUE DE ALMACENAMIENTO MARWIN CASTILLO TEE 6" REBOSE REBOSE LIMPIEZA LIMPIEZA FACULTAD DE INGENIERIA PROGRAMA DE INGENIERIA CIVIL INDICADA MAYO 2005 5 5 5 5 5 5 5 5 5 5 5 6.3m 5 0.10m 0.10m 0.15m 0.15m 0.30m 0.30m 0.20m \A1;17.9m \A1;19.4m \A1;0.7m \A1;0.7m REBOSE CODO 6" codo \U+2205 6" te \U+2205 6" te \U+2205 12" codo \U+2205 12" te \U+2205 12" Válvula Válvula Válvula Válvula \U+2205 6" \U+2205 12" 5 5 A A' CORTE A - A' ESC. 1:100 d 6" d 6" d 12" TANQUE DE ALMACENAMIENTO MAYO 2005 INDICADA PROGRAMA DE INGENIERIA CIVIL FACULTAD DE INGENIERIA DISEÑO DE CONDUCCIÓN REVISO: ACUEDUCTO DE LINARES ING. ROBERTO SALAZAR C. UNIVERSIDAD DE NARIÑO MARWIN CASTILLO FECHA: PROYECTO: ESCALA: CONTIENE DIBUJO PROYECTO Y CALCULO: PLANO No: COMPUERTA COMPUERTA VÁLVULA 6" x 4" REDUCCION VENTOSA VENTOSA VENTOSA VENTOSA PURGA PURGA PURGA PURGA PURGA PURGA VENTOSA ø 6" RDE 32.5 j = 0.0235 m/m Long: 1520 m j = 0.0151 m/m Long: 240 m ø 4" RDE 32.5 ø 6" RDE 32.5 j = 0.0235 m/m Long: 1240 m 350.00 360.00 390.62 3 + 00 386.00 396.00 399.67 360.00 370.00 404.65 367.00 377.00 408.72 360.00 370.00 410.07 365.00 375.00 407.82 415.00 425.00 429.49 420.00 430.00 432.63 410.00 420.00 442.05 420.00 430.00 467.19 472.57 430.00 440.00 416.00 426.00 475.71 420.00 430.00 481.55 460.00 470.00 483.79 459.00 460.00 486.93 494.0 495.0 495.0 2 + 600 2 + 380 2+200 2 + 140 2 + 00 1 + 480 1 + 460 1 + 400 1 + 240 1 + 00 0 + 860 0 + 600 0 + 500 0 + 360 0 + 00 8 " \U+2205 6 " \U+2205 4 " \U+2205 1,1 0,15 0,8 0,15 8 " \U+2205 1,7 0,15 1,4 0,15 0,1 0,2 0,1 0,15 0,85 6 " \U+2205 4 " \U+2205 8 " \U+2205 1,55 0,4 1,4 0,15 0,6 0,7 \U+22050,15 CORTE A A' PLANTA REBOSE LIMPIEZA VALVULA A A 495 Accesorios Cota terreno Cota clave ABCISAS clase, j, longitud. Diseño, diametro, Cota piezométrica k3 + 00 900 800 700 600 500 400 300 200 100 k2 + 00 900 800 700 600 500 400 300 200 100 k1 + 00 900 800 700 600 500 400 300 200 20 40 60 80 20 40 60 80 20 40 60 80 20 40 60 80 20 40 60 80 20 40 60 80 20 40 60 80 20 40 60 80 20 40 60 80 20 40 60 80 20 40 60 80 20 40 60 80 20 40 60 80 20 40 60 80 20 40 60 80 20 40 60 80 20 40 60 80 20 40 60 80 20 40 60 80 20 40 60 80 20 40 60 80 20 40 60 80 20 40 60 80 20 40 60 80 20 40 60 80 20 40 60 80 20 40 60 80 20 40 60 80 20 40 60 80 100 80 60 40 k0 + 00 20 340 360 380 400 420 440 460 480 CAMARA DE QUIEBRE 13.78m 2.63m 3.68m DET 1 DET 2 DET 3 DET 1 DET 2 DET 3 CAMARA DE QUIEBRE \LDISEÑO DE CONDUCCIÓN \LESC.\l 1:5500 1/6 2/6 3/6 4/6 5/6 6/6

Language	Spanish
Drawing Type	Block
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials
Measurement Units
Footprint Area
Building Features
Tags	aqueduct, autocad, block, Design, DWG, kläranlage, supply, treatment plant, water