Aqueduct DWG Plan for AutoCAD

Aqueduct DWG Plan for AutoCAD

CONTAINS THE FLOOR PLAN OF A PLANNING TO DEVELOP WITH THE DETAILS OF THE AQUEDUCT TIPCO, WITH THEIR home outlets. LOCATED IN LARA STATE Cabudare. VENEZUELA.

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

Arq., archive:, Plot, sheet, may, drawing:, surveyor:, engineer:, architect:, owner:, architecture, I love you. Lara., Northern piety, Location:, Urb. beautiful hill, scale:, date:, draft:, description:, AC., Integral, Counseling, management, Owners:, Drawing notes, image:, Hector carrillo, T. S. or. Christian dam, Ing. Thin agel c.i.v., Ing. Nestor alvarez c.i.v., Arq. Dixie parra c.i.v., Arq. Alejandro pérez c.i.v., Investment, Pto. North east dist., Aliment, hose, connection of, plant, tube of, Aliment, tube of, Concrete block, view, sidewalk, Connection to, bomb, variable, sidewalk, Post fire hydrant, Anchorages, elbows, plant, section, Thickness may be greater than specified, Anchor posts must be emptied into terrain not removed, Dimensions are referred to as but, May be extended judgment of the resident engineer, Dimensions are valid for children under, Concrete rcr:, male plug, Place a sheet, Of iron behind, Of the male plug, View of the plug, view, elbows, Plugs, Tees, In., In., section, Pvc matrix pipe, plant, H.g, optional, Drain, Pead pipe mm, Meter yoke, box, Troncononica, wire, Pvc matrix pipe mm mm, section, Corporation stop connector pvc mm, Pvc clamp mm, Similar connection, Stopcock, Mueller, Connection, Similary, copper tube, H.f standard cover i.n.o.s., Particular outlet with meter box h.f., Meter box, H.f cap, Stopcock, Optional meter, Meter yoke, Pvc clamp mm, Pipe pead, Corporation stop, Pvc connector mm, Ext., Ext., Min., filling, carefully, Compacted, sand, Gravel, Compacted, Excavation trench detail, filling, Compacted, Minimum depth mts., Mm pvc curves, node:, pieces:, Mm pvc curves, Gate wrench mm, Tee pvc mm, Pvc tip piece mm, Reka board, Extension spanner, pieces:, node:, pieces:, Tee pvc mm, node:, Tee pvc mm, pieces:, node:, Nodes:, Parts: in, Pvc female plug mm, Pvc mm, node:, Gate valves hf mm bb, Fire hydrant hf mm, Extension hf, Sets bolts mm, Pvc end pieces mm be, Tee pvc mm, pieces:, water well, Will hydrate, Visitor parking, parking lot, Of visitors, Of visitors, parking lot, Plot type, Of children of years, Area games, Recreational area, Caresses, I will go to bed, Via intercomunal, golf Club, wire fence, Block wall, Caresses, I will go to bed, Urb the doors of the sun, Block, Polytubes, north, D: mm, D: mm, D: mm, D: mm, D: mm, D: mm, D: mm, The adduction will be in the, Street with career, In acp tubing, Arq., archive:, Plot, sheet, may, drawing:, surveyor:, engineer:, architect:, owner:, architecture, I love you. Lara., Northern piety, Location:, Urb. beautiful hill, scale:, date:, draft:, description:, Owners:, Drawing notes, image:

Raw text data extracted from CAD file:

A - 1 1 / 50 ARQ. 20 - 1 Archivo: Plot.: HOJA N° MAYO 2002 Dibujo: Topografo: Ingeniero: Ingeniero: Arquitecto: Arquitecto: Propietario: ARQUITECTURA Cabudare Edo. Lara. La Piedad Norte Ubicación: Urb. Loma Linda Escala: Fecha: O S E L B A S N P S E R Proyecto: Descripción: L A R A C.A. INTEGRALES ASESORIAS GERENCIA Y Propietarios: Notas de Dibujo: Imagen: Hector Carrillo T. S. U. Christian Dam Ing. Agel Delgado C.I.V. 75.475 Ing. Nestor Alvarez C.I.V. 125.707 Arq. Dixie Parra C.I.V. 126.063 Arq. Alejandro Pérez C.I.V. 107.218 INVERSORA MATIZ A: 4 9. 6 4 0, 7 2 M2 475.977 36 475.988 14 475.990 33 475.958 75 475.946 82 475.945 67 475.933 94 L0 L36 L35 L34 L33 L32 L31 1.106.367 88 1.106.420 41 1.106.430 59 1.106.437 54 1.106.379 53 1.106.373 46 1.106.376 15 59.22 32.34 6.18 12.03 10.41 53.63 475.926 60 475.917 73 475.911 10 475.901 20 475.893 60 475.893 42 475.856 08 475.848 81 475.833 56 475.827 80 475.824 62 L30 L29 L28.3 L28.2 L28.1 L23.1 L23 L22 L21 L20 L19 1.106.408 20 1.106.441 94 1.106.443 01 1.106.445 37 1.106.447 81 1.106.521 64 1.106.519 65 1.106.517 72 1.106.572 69 1.106.600 18 1.106.622 25 32.88 34.89 10.18 6.72 7.52 37.39 7.98 73.83 8.11 57.05 28.09 22.30 475.823 47 475.822 25 475.831 12 475.881 24 475.906 57 475.936 21 475.983 38 476.010 51 476.045 44 476.080 96 476.086 89 L18 L17.1 L15 L14 L13 L12 L11 L10 L9 L8 L7 1.106.630 28 1.106.636 84 1.106.636 88 1.106.637 13 1.106.637 76 1.106.637 81 1.106.638 64 1.106.639 69 1.106.615 29 1.106.590 64 1.106.531 55 27.15 59.39 42.61 43.24 47.18 6.67 8.87 50.12 25.34 29.64 476.092 25 476.094 41 476.096 23 476.096 89 476.033 65 476.033 48 475.977 36 L6 L5 L4 L3 L2 L1 L0 1.106.477 44 1.106.456 58 1.106.437 92 1.106.427 80 1.106.440 20 1.106.357 70 1.106.367 88 20.97 64.44 10.14 81.72 57.04 18.75 54.38 L I N D E R O C O O R D E N A D A S PTO. NORTE ESTE DIST. ALIMENT d110mm MANGUERA d 2 1/2" 2 CONEXION DE 0.60 PLANTA TUBO DE ALIMENT d110mm TUBO DE BLOQUE DE CONCRETO BLOQUE DE CONCRETO VISTA ACERA CONEXION PARA BOMBA d 3 1/2" 0.30 0.15 VARIABLE 0.60 ACERA 0.40 0.20 HIDRANTE DE POSTE ANCLAJES TEES, CODOS PLANTA SECCION O -EL ESPESOR "E" PUEDE SER MAYOR QUE EL ESPECIFICADO -LOS POSTES DE ANCLAJES DEBEN SER VACIADOS EN TERRENO NO REMOVIDOS -LAS DIMENSIONES ESTAN REFERIDAS AL MINIMO, PERO PUEDEN SER AMPLIADAS A JUICIO DEL INGENIERO RESIDENTE -LAS DIMENSIONES SON VALIDAS PARA d MENORES DE 6" -USAR CONCRETO Rcr: 100 Kg/cm2 N O T A: TAPON MACHO COLOQUESE UNA LAMINA DE HIERRO #16 DETRAS DEL TAPON MACHO d d C L d C L VISTA DEL TAPON VISTA CODOS A 90° E A 5 5 TAPONES d TEES A Cm 30 MM 150 Pulg. 6'' E Cm 15 d A A d C Cm 25 A Cm 30 L Cm 45 E Cm 30 Pulg. 6'' MM 150 30cm 30cm d d 0.13 0.04 SECCION B-B 0.08 0. 6 0 0.08 0.035 d 110 160 ó 75 mm TUBERIA MATRIZ PVC PLANTA H.G d 3/4" d 3/4" B M E D I D O R OPCIONAL DREN B TUBERIA DE PEAD d 20 mm METER YOKE d3/4" CAJA TRONCONONICA ALAMBRE N°8 L=0.20 3 0. 4 0 0.05 ó d 75 x 20 mm TUBERIA MATRIZ PVC d 110 mm, 160 mm ó 75 mm SECCION A-A ( CORPORATION STOP ) O CONECTOR PVC d 20 mm ABRAZADERA PVC d 110 x 20 mm CONEXION H-1500 O SIMILAR d 3/4" LLAVE DE PASO MUELLER H-15450 CONEXION O SIMILAR TUBO DE COBRE 1 M E D I D O R 0. 3 2 TAPA DE H.F STANDARD I.N.O.S. TOMA PARTICULAR TIPO, CON CAJA DE MEDIDOR Y TAPA DE H.F. 45° A CAJA DE MEDIDOR TAPA DE H.F LLAVE DE PASO MEDIDOR ( OPCIONAL ) METER YOKE d 3/4" o d 75 mm ABRAZADERA PVC d 110 160 MM TUBERIA PEAD d 20 mm CORPORATION STOP d 3/4" ó CONECTOR PVC d 20 MM d EXT. 30 Cm 1/4 d EXT. MIN. RELLENO CUIDADOSAMENTE COMPACTADO ARENA GRAVA MENUDA COMPACTADAS DETALLE DE ZANJA DE EXCAVACION RELLENO COMPACTADO PROFUNDIDAD MINIMA 0.90 Mts. C U A D R O D E N O D O S 1 CURVAS PVC d 75 mm x 22.5° JA-JA NODO: A10 PIEZAS: 1 CURVAS PVC d 75 mm x 45° JA-JA 1 LLAVE DE COMPUERTA d 100 mm 1 TEE PVC 110 mm C-C-C 2 PIEZA EXTREMIDAD PVC d 100 mm E 1 JUNTA REKA 1 BOCA LLAVE DE EXTENSION PIEZAS: NODO: A1 PIEZAS: 1 TEE PVC d 110x110x75 mm JA-JA-JA NODO: A2,A3,A4 1 TEE PVC d 110x110x75 mm JA-JA-JA 1 TEE PVC C-C-C d 110x110x75 mm JA-JA-JA PIEZAS: NODO: A6,A7,A8,A9 NODOS: A21,A31,A41,A51,A61,A71,A81,A91,A11 PIEZAS: EN C/NODO (TOTAL 9 NODOS) 1 TAPON PVC HEMBRA P/PEGAR d 75 mm PVC d 75 mm NODO: A5 P V C d 110 mm 1 VALVULAS COMPUERTA HF PN-10 d 100 mm BB 1 HIDRANTE DE POSTE HF PN-10 d 100 mm B 1 BOCALLAVES EXTENSION HF BC2 N° 1 2 JUEGOS PERNOS Y EMPACADURAS P/VALVULA d 100 mm 3 PIEZAS EXTREMIDAD PVC d 110 mm BE 1 TEE PVC d 110x110x110 mm JA-JA-JA PIEZAS: POZO HIDROLARA I-01 I-02 I-03 I-04 I-05 I-06 I-07 I-08 I-09 I-10 I-11 I-12 I-13 I-14 I-15 Estacionamiento de visitantes 12.38 E-14 E-13 E-12 E-11 E-10 E-09 E-08 E-07 E-06 E-05 E-04 E-03 E-02 E-01 D-12 D-11 D-10 D-09 D-08 D-07 D-06 D-05 D-04 D-03 D-02 D-01 F-09 F-08 F-07 F-06 F-05 F-04 F-03 F-02 F-01 H-06 H-05 H-04 H-03 H-02 H-01 I-32 I-31 I-30 I-29 I-28 I-27 I-26 I-25 I-24 I-23 I-22 I-21 I-20 I-19 I-18 I-17 I-16 G-28 G-28 G-27 G-26 G-25 G-24 G-23 G-22 G-21 G-20 G-19 G-18 G-17 G-16 G-15 G-14 G-13 G-12 G-11 G-10 G-09 G-08 G-07 G-06 G-05 G-04 G-03 G-02 G-01 E-23 E-22 E-21 E-20 E-19 E-18 E-17 E-16 E-15 E-14 E-13 E-12 E-11 E-10 E-09 E-08 E-07 E-06 E-05 E-04 E-03 E-02 E-01 C A L L E C C-18 C-17 C-16 C-15 C-14 C-13 C-12 C-11 C-10 C-09 C-08 C-07 C-06 C-05 C-04 C-03 C-02 C-01 A-07 A-06 A-05 A-04 A-03 A-02 A-01 12.25 6.00 17.38 3 8 7 5 4 2 ESTACIONAMIENTO DE VISITANTES 01 1 6 5 4 3 2 1 DE VISITANTES 02 ESTACIONAMIENTO 4.83 7.52 37.39 37.56 8.22 6.67 8.17 PARCELA TIPO 34.88 18.49 32.33 59.23 32.88 6.18 13.03 74.90 DE NIÑOS DE 5 A 11 AÑOS 2487.98 m2. AREA JUEGOS 82.50 47.19 8.02 10 9 8 7 6 5 4 3 2 1 26.00 AREA RECREACIONAL 3080.66 m2. 47.07 30.60 10.18 7.98 23.49 C C' 14.09 17.27 12.00 17.40 12.00 17.53 12.00 17.76 12.00 17.78 12.00 17.89 12.00 10.00 17.00 12.00 13.08 17.00 12.00 17.00 12.00 17.00 12.00 17.00 12.00 17.00 12.00 17.00 12.00 17.00 12.00 17.00 12.00 17.00 12.00 17.00 12.00 17.00 12.00 17.00 12.00 17.00 12.00 17.00 12.00 17.00 12.00 12.00 17.00 12.00 17.00 12.00 17.00 12.00 17.00 12.00 17.00 12.00 17.00 12.00 17.00 12.00 15.01 17.00 12.00 17.00 12.00 17.00 12.00 24.33 13.03 16.72 13.06 21.80 17.00 17.00 12.00 17.00 12.00 17.00 12.00 17.00 12.00 17.00 12.00 15.87 13.11 17.00 12.00 17.00 12.00 17.00 12.00 17.00 12.00 17.00 12.00 17.00 12.00 17.00 12.00 12.00 17.00 17.00 12.00 12.00 12.00 17.00 12.00 17.00 12.00 17.00 12.00 17.00 12.00 17.00 12.00 17.00 12.00 17.00 12.00 17.00 12.00 17.00 12.00 17.00 12.00 17.00 12.00 17.00 12.00 17.00 12.00 17.00 12.00 12.00 17.00 17.00 17.00 12.00 17.00 12.00 17.00 12.00 17.00 12.00 17.00 12.00 17.00 12.00 17.00 12.00 17.00 12.00 17.00 12.00 17.00 12.00 17.00 12.00 17.00 12.00 12.00 12.00 17.00 12.00 17.00 12.00 17.00 12.00 17.00 12.00 17.00 12.00 17.00 12.00 17.00 12.00 17.00 12.00 17.00 12.00 17.00 12.00 17.00 12.00 17.00 12.00 17.00 12.00 16.03 17.00 12.00 17.00 12.00 17.00 12.00 17.00 12.00 17.00 12.00 17.00 12.00 17.00 17.00 12.00 17.00 12.00 17.00 12.00 17.00 12.00 17.00 12.00 17.00 12.00 17.00 12.00 17.00 12.00 12.00 17.00 12.00 17.00 12.00 17.00 12.00 17.00 12.00 17.00 12.00 17.00 12.00 17.00 12.00 17.00 12.00 17.00 12.00 17.00 12.00 17.00 12.00 17.00 12.00 17.00 12.00 12.00 17.00 17.00 12.00 20.18 16.32 8.83 17.01 5.80 16.77 12.00 16.59 12.00 16.63 12.00 16.65 12.00 16.65 12.00 16.72 12.00 17.00 12.00 17.14 12.00 17.12 12.00 17.05 12.00 17.18 12.00 17.35 12.00 17.52 12.00 17.67 12.00 14.50 B B' ACARIGUA CABUDARE E: 476.200 VIA INTERCOMUNAL CLUB DE GOLF E: 476.100 E: 476.000 E: 475.900 E: 475.800 N: 1.106.600 N: 1.106.500 N: 1.106.400 L10 L9 L8 L7 L6 L5 L4 L3 L2 L1 L0 L36 L35 L34 L33 L32 L31 L30 L29 L28.3 L28.2 L28.1 L23.1 L22 L23 L21 L20 L18 L19 L17.1 L15 L14 L13 L12 L11 C A L L E A A' A A' cerca de alambre pared de bloque B B' B B' B B' B B' B B' B B' B B' B B' 53.62 ACARIGUA CABUDARE C A L L E H C A L L E F C A L L E D C A L L E B C A L L E I C A L L E G C A L L E E C A L L E A URB LAS PUERTAS DEL SOL BLOQUERA POLITUBOS Norte A21 A2 A4 H d: 75 mm L : 200.00 A41 A3 A31 A5 A51 A6 A61 A7 A71 A8 A81 A9 A91 A10 A11 d: 75 mm L : 180.00 d: 75 mm L : 160.00 d: 75 mm L : 110.00 d: 75 mm L : 83.00 d: 75 mm L : 50.00 d: 75 mm L : 63.00 d: 75 mm L : 75.00 d: 75 mm L : 90.00 d: 110 mm L : 33.00 d: 110 mm L : 10.00 L : 32.00 d: 110 mm L : 10.00 d: 75 mm d: 75 mm L : 30.00 L : 12.00 d: 75 mm L : 30.00 d: 75 mm L : 14.00 d: 75 mm A1 LA ADUCCION SERA EN LA CALLE 7 CON CARRERA 1 EN TUBERIA ACP 3" A - 1 1 / 50 ARQ. 20 - 1 Archivo: Plot.: HOJA N° MAYO 2002 Dibujo: Topografo: Ingeniero: Ingeniero: Arquitecto: Arquitecto: Propietario: ARQUITECTURA Cabudare Edo. Lara. La Piedad Norte Ubicación: Urb. Loma Linda Escala: Fecha: O S E L B A S N P S E R Proyecto: Descripción: Propietarios: Notas de Dibujo: Imagen:

Language	Spanish
Drawing Type	Plan
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete
Measurement Units
Footprint Area
Building Features	Car Parking Lot, Garden / Park
Tags	aqueduct, autocad, details, develop, distribution, DWG, floor, fornecimento de água, home, kläranlage, l'approvisionnement en eau, outlets, plan, planning, supply, treatment plant, wasserversorgung, water