Structural Cistern DWG Full Project for AutoCAD

Structural Cistern DWG Full Project for AutoCAD

structural construction project of Cisterna, courts,details.and armed

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

type, type, type, type, type, type, type, type, type, type, type, type, type, type, type, type, type, plant slab in the background, cot: cm., cut, cot: cm., cut, cot: cm., cut, cot: cm., wall fence, cot: cm., wall fence, cot: cm., type, no detail, esc., type, type, no detail, esc., detail, type, no detail, esc., detail, detail, no detail, esc., casting joint, casting joint, slab lid plant, cot: cm., detail, no detail, esc., pvc band, similar tricolastic, type, concrete template, treated water tank. cell, water tank pci water cell, water tank pci water, treated water tank., suction, of bilge, suction, cistern conventions, pvc band, similar tricolastic, detail, pvc band, similar tricolastic, concrete template, type, type, wall, slab cover, detail, wall fence, cot: cm., wall fence, cot: cm., wall fence, cot: cm., wall fence, cot: cm., wall fence, cot: cm., type, cut, esc., pvc band, similar tricolastic, concrete template, type, cut, esc., pvc band, similar tricolastic, concrete template, type, cut, esc., pvc band, similar tricolastic, type, concrete template, external reinforcement, internal reinforcement, external reinforcement, internal reinforcement, external reinforcement, internal reinforcement, type, cut, esc., pvc band, similar tricolastic, concrete template, type, cut, esc., pvc band, similar tricolastic, concrete template, type, cut, esc., pvc band, similar tricolastic, type, concrete template, wall fence, cot: cm., type, type, type, type, type, internal face, external face, internal face, external face, internal face, external face, internal face, external face, internal face, external face, internal face, external face, internal face, external face, internal face, external face, internal face, external face, internal face, external face, internal face, external face, internal face, external face, wall, no detail, esc., no detail, esc., detail, wall, wall, no detail, esc., scrub, scrub, type, scrub, scrub, scrub, detail step brocal man, esc., lock, in close ends, adic

Raw text data extracted from CAD file:

\A1;30 \A1;960 \A1;30 \A1;30 \A1;30 \A1;772 \A1;468 \A1;2290 \A1;30 \A1;30 \A1;30 \A1;500 \A1;500 \A1;1090 \A1;30 \A1;960 \A1;30 \A1;30 \A1;772 \A1;468 \A1;2290 \A1;20 \A1;392 \A1;30 \A1;437 \A1;20 \A1;392 \A1;437 \A1;30 \A1;500 \A1;30 \A1;500 \A1;1090 \A1;30 \A1;30 \A1;20 \A1;392 \A1;437 \A1;30 \A1;1030 \A1;1090 \A1;30 \A1;960 \A1;30 \A1;30 \A1;772 \A1;468 \A1;2290 \A1;20 \A1;392 \A1;30 \A1;437 \A1;30 \A1;20 \A1;392 \A1;437 \A1;30 \A1;500 \A1;30 \A1;500 \A1;1090 \A1;30 \A1;260 \A1;220 \A1;200 \A1;30 \A1;50 TIPO \A1;40d TIPO \A1;4 \A1;4 \A1;22 \A1;30 \A1;40d TIPO \A1;40d TIPO \A1;30 \A1;50 TIPO \A1;30 \A1;80 \A1;80 \A1;80 \A1;30 \A1;960 \A1;30 \A1;30 \A1;30 \A1;772 \A1;468 \A1;2290 \A1;30 \A1;30 \A1;30 \A1;500 \A1;500 \A1;1090 \A1;4 \A1;4 \A1;17 \A1;30 \A1;30 \A1;4 \A1;4 \A1;22 \A1;30 \A1;80 \A1;4 \A1;4 \A1;30 \A1;40d TIPO \A1;80 \A1;50 \A1;468 \A1;772 \A1;960 \A1;25 \A1;468 \A1;772 \A1;960 \A1;100 \A1;150 \A1;60 \A1;60 \A1;500 \A1;70 \A1;150 \A1;150 \A1;100 \A1;400 \A1;50 \A1;50 \A1;500 \A1;500 \A1;500 \A1;60 \A1;60 \A1;100 \A1;722 \A1;150 \A1;95 \A1;30 \A1;30 \A1;45 \A1;70 \A1;30 \A1;150 \A1;30 \A1;26 \A1;30 \A1;100 \A1;30 \A1;30 \A1;30 \A1;125 \A1;150 \A1;175 \A1;30 \A1;80 \A1;60 \A1;60 \A1;60 \A1;60 \A1;150 \A1;30 \A1;40d TIPO \A1;20 \A1;30 \A1;20 \A1;40d TIPO \A1;20 \A1;30 \A1;1030 \A1;30 \A1;1090 \A1;20 \A1;392 \A1;437 \A1;260 \A1;260 \A1;30 \A1;468 \A1;30 \A1;528 \A1;20 \A1;392 \A1;437 \A1;960 \A1;772 \A1;468 \A1;20 \A1;392 \A1;437 \A1;200 \A1;120 \A1;200 \A1;20 \A1;392 \A1;437 \A1;20 \A1;392 \A1;437 \A1;40d TIPO \A1;40d TIPO \A1;30 \A1;80 \A1;20 \A1;40d TIPO \A1;40d TIPO \A1;80 \A1;40d TIPO \A1;40d TIPO \A1;80 \A1;50 TIPO \A1;40d TIPO \A1;40d TIPO \A1;80 \A1;40d TIPO \A1;80 \A1;30 \A1;40d TIPO \A1;80 \A1;20 \A1;40d TIPO \A1;20 \A1;392 \A1;437 \A1;20 \A1;40d TIPO \A1;40d TIPO \A1;40d TIPO \A1;20 \A1;40d TIPO \A1;20 \A1;30 \A1;20 \A1;40d TIPO \A1;220 \A1;220 \A1;220 \A1;220 \A1;30 \A1;50 \A1;30 \A1;25 \A1;50 \A1;30 \A1;25 \A1;30 \A1;15 \A1;15 \A1;20 TIPO \A1;20 TIPO \A1;15 \A1;60 \A1;15 \A1;20 \A1;110 \A1;30 \A1;20 \A1;75 \A1;55 \A1;30 \A1;30 \A1;30 \A1;30 \A1;2290 \A1;30 \A1;500 \A1;30 \A1;500 \A1;1090 \A1;30 \A1;30 \A1;500 \A1;30 \A1;500 \A1;1090 \A1;30 \A1;30 \A1;500 \A1;30 \A1;500 \A1;1090 \A1;30 \A1;30 \A1;30 \A1;30 \A1;30 \A1;15 \A1;15 \A1;30 \A1;30 \A1;30 \A1;30 \A1;30 \A1;30 \A1;30 \A1;30 \A1;30 \A1;30 \A1;30 \A1;30 \A1;30 \A1;30 \A1;4 \A1;4 \A1;22 \A1;30 \A1;22 \A1; \A1; 30 5 30 30 30 5 5 2290 30 30 30 5 5 1090 1 1 2 3 2 3 L.I.#5@20 L.S.#6@20 L.I.#5@20 L.S.#6@20 PLANTA LOSA DE FONDO ESC:1:75 COT: cm. 30 5 30 30 5 5 2290 5 5 30 5 5 5 5 30 5 30 5 1090 30 CORTE 1 - 1 ESC:1:75 COT: cm. CORTE 2 - 2 ESC:1:75 COT: cm. 5 5 5 30 1030 1090 30 CORTE 3 - 3 ESC:1:75 COT: cm. 30 5 30 30 5 5 2290 5 5 30 5 ARMADO DE MURO MC-1 ESC:1:75 COT: cm. 5 5 5 30 5 30 5 1090 30 ARMADO DE MURO MC-2 ESC:1:75 COT: cm. 30 5 5 5 30 50 TIPO #8@20 DETALLE No. 1 ESC. 1:15 (PLANTA) 40d TIPO 5 5 22 30 40d TIPO 40d TIPO DETALLE No. 6 ESC. 1:15 (ELEVACION) #8@20 #5@20 #5@20 #4@20 #4@20 #6@20 #6@20 30 DETALLE No.1 DETALLE No.2 DETALLE No.2 DETALLE No.1 DETALLE No.2 DETALLE No.2 DETALLE No.2 DETALLE No.2 DETALLE No.1 DETALLE No.2 DETALLE No.2 DETALLE No.1 50 TIPO #8@20 DETALLE No. 2 ESC. 1:15 (PLANTA) #8@20 #6@20 #6@20 #6@15 #6@20 #4@20 #4@20 DETALLE No.3 DETALLE No.4 DETALLE No.4 DETALLE No.3 30 DETALLE No.5 DETALLE No.6 DETALLE No.7 DETALLE No.5 DETALLE No. 5 ESC. 1:15 (ELEVACION) JUNTA DE COLADO JUNTA DE COLADO 5 5 5 JUNTA DE COLADO JUNTA DE COLADO 30 5 30 30 30 5 5 2290 30 30 30 5 5 1090 1 1 2 3 2 3 L.I.#6@25 L.S.#3@20 L.I.#3@25 L.S.#3@20 PLANTA LOSA TAPA ESC:1:75 COT: cm. DETALLE No.1 DETALLE No.2 DETALLE No.2 DETALLE No.1 DETALLE No.1 DETALLE No.2 DETALLE No.2 DETALLE No.1 DETALLE No.1 DETALLE No.2 DETALLE No.2 DETALLE No.1 5 5 5 30 30 DETALLE No. 8 ESC. 1:15 (ELEVACION) MC-1 MC-1 MC-1 MC-1 MC-1 MC-1 MC-2 MC-2 #6@20 BANDA DE PVC TRICOLASTIC O SIMILAR #4@20 #6@20 #6@20 #5@20 #5@20 5 5 22 30 5 5 5 30 #5@20 #4@20 40d TIPO 5 PLANTILLA DE CONCRETO f'c=100 kg/cm2 5 5 5 5 5 5 5 5 5 5 5 5 5 CISTERNA AGUA TRATADA. CELDA 1. CISTERNA AGUA TRATADA. CELDA 2. CISTERNA AGUA POTABLE Y PCI. CELDA 1. CISTERNA AGUA POTABLE Y PCI. CELDA 2. 5 5 5 CISTERNA AGUA POTABLE Y PCI 5 CISTERNA AGUA TRATADA. \A1;CARCAMO DE SUCCION 5 5 5 5 \A1;CARCAMO DE ACHIQUE 1.50 m3 \A1;CARCAMO DE SUCCION 5 5 5 5 5 5 5 CISTERNA CONVENCIONES. 5 30 30 5 5 30 5 30 5 30 5 30 5 30 30 5 5 30 5 BANDA DE PVC TRICOLASTIC O SIMILAR 5 5 5 5 DETALLE No.3 DETALLE No.3 DETALLE No.3 DETALLE No.3 DETALLE No.4 5 L.I.#6@25 L.S.#6@20 L.I.#6@25 L.S.#6@20 #6@20 #6@20 #6@20 BANDA DE PVC TRICOLASTIC O SIMILAR #4@20 #5@20 #4@20 f'c=100 kg/cm2 PLANTILLA DE CONCRETO 30 40d TIPO #6@20 #6@20 #3@20 #3@20 #5@20 #5@20 5 30 5 #4@20 #4@20 40d TIPO 5 #3@20 #3@20 #6@15 #6@20 #4@20 #4@20 MURO M-2 LOSA TAPA DETALLE No.5 DETALLE No.5 DETALLE No.5 DETALLE No.5 MC-1 MC-1 MC-1 MC-1 MC-1 MC-1 T-1 T-1 T-1 T-1 MC-3 MC-4 MC-5 MC-5 MC-5 MC-5 MC-3 MC-4 MC-5 MC-5 MC-5 MC-5 30 1030 30 1090 5 5 5 ARMADO DE MURO MC-3 ESC:1:75 COT: cm. 5 5 30 5 30 528 5 5 5 ARMADO DE MURO MC-4 ESC:1:75 COT: cm. 5 5 5 5 5 5 ARMADO DE MURO MC-1 ESC:1:75 COT: cm. (REFUERZO EXTERNO) (REFUERZO INTERNO) #8@20 5 5 #6@20 #8@20 #8@20 #8@20 5 #8@20 #5@20 #5@20 5 5 5 ARMADO DE MURO MC-2 ESC:1:75 COT: cm. (REFUERZO EXTERNO) (REFUERZO INTERNO) #6@20 #6@20 #4@20 #4@20 #8@20 #8@20 #8@20 #8@20 (AMBAS CARAS) #6@15 #6@20 5 5 5 ARMADO DE MURO MC-5 ESC:1:75 COT: cm. #6@15 #6@20 (REFUERZO INTERNO) 40d TIPO 40d TIPO CORTE 4 - 4 ESC. 1:50 BANDA DE PVC TRICOLASTIC O SIMILAR #8@20 30 5 #5@20 5 #5@20 #8@20 #8@20 4 4 5 5 #6@20 #6@20 #5@20 #5@20 #3@20 #3@20 PLANTILLA DE CONCRETO f'c=100 kg/cm2 40d TIPO 40d TIPO CORTE 5 - 5 ESC. 1:50 BANDA DE PVC TRICOLASTIC O SIMILAR #8@10 5 #5@20 #5@20 #8@20 #8@20 #6@20 #6@20 #5@20 #5@20 PLANTILLA DE CONCRETO f'c=100 kg/cm2 (BASTONES) (CORRIDAS) 4 4 5 5 6 6 6 6 40d TIPO 40d TIPO CORTE 6 - 6 ESC. 1:50 BANDA DE PVC TRICOLASTIC O SIMILAR #6@20 5 #4@20 50 TIPO #4@20 #6@20 #6@20 #6@20 #5@20 #5@20 PLANTILLA DE CONCRETO f'c=100 kg/cm2 (CORRIDAS) REFUERZO EXTERNO REFUERZO INTERNO REFUERZO EXTERNO REFUERZO INTERNO REFUERZO EXTERNO REFUERZO INTERNO 40d TIPO 40d TIPO CORTE 7 - 7 ESC. 1:50 BANDA DE PVC TRICOLASTIC O SIMILAR #8@20 5 #8@20 #8@20 #8@20 #8@20 #6@20 #6@20 #5@20 #5@20 PLANTILLA DE CONCRETO f'c=100 kg/cm2 7 7 (BASTONES) 40d TIPO CORTE 8 - 8 ESC. 1:50 BANDA DE PVC TRICOLASTIC O SIMILAR #6@20 5 #6@20 #6@15 #6@20 #6@20 #5@20 #5@20 PLANTILLA DE CONCRETO f'c=100 kg/cm2 #6@15 8 8 (AMBAS CARAS) 30 40d TIPO CORTE 9 - 9 ESC. 1:50 BANDA DE PVC TRICOLASTIC O SIMILAR #6@20 5 #6@20 5 40d TIPO #6@15 #6@20 #6@20 #5@20 #5@20 #3@20 #3@20 PLANTILLA DE CONCRETO f'c=100 kg/cm2 #6@15 5 5 5 ARMADO DE MURO MC-5 ESC:1:75 COT: cm. #6@15 #6@20 (REFUERZO EXTERNO) 9 9 9 9 #5@20 #5@20 #3@20 #3@20 #5@20 #5@20 MC-2 MC-2 MC-2 MC-2 5 40d TIPO #3@20 #3@20 40d TIPO 5 #3@20 #3@20 40d TIPO 5 #3@20 #3@20 40d TIPO 30 5 40d TIPO #3@20 #3@20 220 220 220 220 CARA INTERNA CARA EXTERNA CARA INTERNA CARA EXTERNA CARA INTERNA CARA EXTERNA CARA INTERNA CARA EXTERNA CARA INTERNA CARA EXTERNA CARA INTERNA CARA EXTERNA CARA INTERNA CARA EXTERNA CARA INTERNA CARA EXTERNA CARA INTERNA CARA EXTERNA CARA INTERNA CARA EXTERNA MC-2 MC-2 CARA INTERNA CARA EXTERNA CARA INTERNA CARA EXTERNA MURO M-5 DETALLE No. 3 ESC. 1:15 (ELEVACION) DETALLE No. 4 ESC. 1:15 (ELEVACION) DETALLE No.8 #6@20 #6@20 #6@20 #6@20 #5@20 #5@20 #6@20 #6@20 #6@20 #6@20 #6@20 #6@20 #6@20 #6@20 #5@20 #5@20 #6@20 #6@15 #4@20 #4@15 #5@20 #5@20 MURO MC-5 #6@20 #6@20 #6@20 #6@20 #5@20 #5@20 #6@20 #6@15 #4@20 #4@20 MURO MC-5 #6@20 #6@20 30 5 30 DETALLE No. 7 ESC. 1:15 (ELEVACION) 5 5 30 5 30 CHAFLAN 5 5 #3@25 CHAFLAN #3@25 #3@25 20 TIPO 20 TIPO CHAFLAN #3@25 CHAFLAN #3@25 CHAFLAN #3@25 DETALLE BROCAL DE PASO HOMBRE ESC. 1:15 (ELEVACION) 5 5 5 5 5 #3@20 #3@20 #3@20 #3@20 #3@20 #3@20 #3@20 #3@20 #3@20 #3@20 5 5 5 5 6 VARS.#8 TRABE T-1 3 VARS.#8 EST.#4@20 EN EXTREMOS CERRAR @10 EN 100cm 4 VAR.#3 ADIC. 30 30 30 2290 30 30 5 30 5 1090 30 30 5 30 5 1090 30 30 5 30 5 1090 30 30 30 30 30 5 5 30 30 30 30 30 30 30 30 30 30 30 30 30 30 5 5 22 30 22

Language	N/A
Drawing Type	Full Project
Category	Industrial
Additional Screenshots
File Type	dwg
Materials	Concrete
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	à gaz, agua, armed, autocad, cistern, cisterna, construction, DWG, full, gas, híbrido, hybrid, hybrides, l'eau, Project, reservoir, structural, tank, tanque, wasser, water