Instalaciones Sanitarias DWG Section for AutoCAD

STUDY PARCELING TO PROVIDE SERVICES OF ACUEDUCT AND SEWER FOR A POPULATION OF (1370) PEOPLES;WITHIN AN AREA APPROXIMATELY OF 147000 m2 WITH 222 UNIFAMILY HOUSINGS 410 m2 BY PARCEL; GREEN AREAS;AND SPORTS COURT. TOOK PLACE AN TERRAZING OF THE ZONE FOR UNEVEN TOPOGRAPHY ,TO GUARANTEE THE BEST PERFORMANCE OF THE SEWERS AND DRAINAGE IN SITE WITH A SLOPE OF ONE PERCENT (1%); STARTING WITH THE LOWING POINT(TP); FOR EACH ONE OF THE SECTIONS. WHICH IS TO TRY TO FIND A BALANCE IN THE GROUND.

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

date:, scale:, Ing. Franklin torrealba, town planning, content:, Lam., draft:, designer:, Revised: c.i.v .:, Project: c.i.v .:, topography., Mariara edo. Carabobo, address:, av. bolivar, the hope, Contractor: future cooperative in progress, Dry dimas, Ing. Franklin torrealba, drawing:, T.s.u xiomara rosario, electricity, High voltage network, view, sidewalk, bomb, Connection to, tube of, plant, tube of, Concrete block, Aliment, variable, sidewalk, hose, Post fire hydrant, connection of, Pvc clamp mm, Pipe pead, Pvc connector mm, Corporation stop, Pvc matrix pipe, Meter box, Stopcock, Optional meter, Meter yoke, plant, H.f cap, Drain, Connection, Similary, Stopcock, optional, copper tube, Troncononica, Mm pvc matrix pipe, Similar connection, Pvc clamp mm, Corporation stop connector pvc mm, Particular outlet with meter box h.f., section, H.f standard cover i.n.o.s., wire, box, H.g, Mueller, Meter yoke, Pead pipe mm, section, Anchorages, elbows, Thickness may be greater than specified, May be extended judgment of the resident engineer, Dimensions are referred to as but, Anchor posts must be emptied into terrain not removed, Concrete rcc:, Dimensions are valid for children under, Place a sheet, Of iron behind, Of the male plug, male plug, plant, View of the plug, elbows, Plugs, Tees, section, view, In., In., north, sheet, description:, Owners:, draft:, Decanatode civil engineering, Aqueduct design, members:, Rodriguez eduardo, Rodríguez nelexis c.i .:, Red monica c.i .:, Santori alessandro, Urdaneta johana, Barragan jorge, Autocad:, Date: july, scale, tank, Hydrant, Hydrant, Urbanization of, Installment, Plotting:, cross, av. principal, Street, cross, Street, Street, Second stage housing, total area, lot, lot, total area, Street, cross, Street and, Street, Urb. We chaguaramos, Street, Bv, C. Ppal the delight, Bolivar Avenue, B. Cheerful view, Street, Street, elbow, tee, Pipe aqueduct, Simple double output polypropylene clamp, Male adapter, Housings, Of reduction, Pvc pipe, Filling carefully, White water bench, date:, scale:, town planning, content:, Lam., designer:, Revised: c.i.v .:, Project: c.i.v .:, topography., Mariara edo. Carabobo, address:, av. bolivar, drawing:, Acueduct, Progressive, C. ground, C. Flush, Banker, Bve, Mm lps, node:, Reductions, Tee ab, Elbow mm ab, Tee ab, reduction, Cross ab, reduction, node:, reduction, Tee ab, Details of the aqueduct nodes, north, Plotting:, sheet, Installment, description:, Owners:, Urbanization of, draft:, Decanatode civil engineering, Aqueduct design, members:, Rodriguez eduardo, Rodríguez nelexis c.i .:, Red monica c.i .:, Santori alessandro, Urdaneta johana, Barragan jorge, Autocad:, Date: july, scale, tank, Hydrant, Hydrant, Hydrant, Second stage housing, date:, scale:, town planning, content:, Lam., designer:, Revised: c.i.v .:, Project: c.i.v .:, topography., Mariara edo. Carabobo, address:, av. bolivar, drawing:, Acueduct, Bv existing prof., Mm lps, Progressive, C. ground, C. Flush, Banker, Mm lps, Mm lps, Mm lps, Mm lps, Progressive, C. ground, C. Flush, Banker, Mm lps, Mm lps, Mm lps, Mm lps, Progressive, C. ground, C. Flush, Banker, Mm lps, Mm lps, Progressive, C. ground, C. Flush, Banker, Mm lps, Progressive, C. ground, C. Flush, Banker, Mm lps, Progressive, C. ground, C. Flush, Banker, Mm lps, Progressive, C. ground, C. Flush, Banker, Mm lps, Progressive, C. ground, C. Flush, Banker, Mm lps, Progressive, C. ground, C. Flush, Banker, Mm lps, Progressive, C. ground, C. Flush, Banker, Mm lps, Progressive, C. ground, C. Flush, Banker, Progressive, C. ground, C. Flush, Banker, Mm lps, Progressive, C. ground, C. Flush, Banker, Mm lps, Mm lps, Progressive, C. ground, C. Flush, Banker, Mm lps, Progressive, C. ground, C. Flush, Banker, Mm lps, Progressive, C. ground, C. Flush, Banker, Mm lps, Hydrant, Hydrant, reduction, Elbow mm ab, Elbow mm ab, Tee ab, Elbow mm ab, Bb-gate valve, Post fire hydrant, Bocallave extension hf bc nª, Bb-gate valve, Post fire hydrant, Bocallave extension hf bc nª, Bb-gate valve, Post fire hydrant, Bocallave extension hf bc nª, Hydrant, Tee ab, Cross ab, reduction, Cross ab, north, Plotting:, sheet, Installment, description:, Owners:, Urbanization of, draft:, Decanatode civil engineering, Aqueduct design, members:, Rodriguez eduardo, Red monica c.i .:, Santori alessandro, Urdaneta johana, Barragan jorge, Autocad:, Date: july, scale, north, Plotting:, sheet, Installment, description:, Owners:, Urbanization of, draft:, Decanatode civil engineering, Aqueduct design, members:, Rodriguez eduardo, Red monica c.i .:, Santori alessandro, Ur

Raw text data extracted from CAD file:

N E S O \A1;40.151 \A1;98 \A1;32 \A1;90 \A1;98 \A1;98 \A1;98 \A1;98 \A1;20 \A1;40 \A1;70.96 \A1;40 \A1;2.96 \A1;70.96 \A1;35.528 \A1;40 \A1;40 \A1;40 \A1;40 \A1;40 \A1;14.515 \A1;111.872 \A1;122.648 \A1;111.872 \A1;109.934 \A1;40 \A1;40 \A1;40 \A1;40 \A1;109.934 \A1;111.872 \A1;109.934 \A1;111.872 \A1;40 \A1;40 \A1;40 \A1;40 \A1;111.872 \A1;109.911 \A1;24 \A1;98 \A1;40 \A1;40 \A1;40 \A1;40 \A1;40 \A1;21.473 \A1;98 \A1;40 \A1;40 \A1;40 \A1;40 \A1;40 \A1;98 \A1;32 \A1;90 \A1;98 \A1;98 \A1;98 \A1;98 \A1;20 \A1;40 \A1;70.96 \A1;40 \A1;70.96 \A1;40 \A1;40 \A1;40 \A1;40 \A1;40 \A1;14.515 \A1;111.872 \A1;111.872 \A1;109.934 \A1;40 \A1;40 \A1;40 \A1;40 \A1;109.934 \A1;111.872 \A1;109.934 \A1;111.872 \A1;40 \A1;40 \A1;40 \A1;40 \A1;111.872 \A1;109.911 \A1;24 \A1;49.913 \A1;56.796 \A1;57.931 \A1;59.066 \A1;60.201 \A1;61.336 \A1;40.151 Fecha: Fecha: 1:1000 Escala: Escala: ING. FRANKLIN TORREALBA URBANISMO Contenido: P-1 Lam. Proyecto: Proyectista: Revisó: C.I.V.: Proyecto: C.I.V.: Topografia. MARIARA EDO. CARABOBO Dirección: AV. BOLIVAR O C V LA ESPERANZA CONTRATISTA: COOPERATIVA FUTURO EN MARCHA 1562 06/10/2006 DIMAS SECO ING. FRANKLIN TORREALBA ING. FRANKLIN TORREALBA 63441 63441 Dibujo: T.S.U Xiomara Rosario ELECTRICIDAD RED DE ALTA TENSION VISTA ACERA BOMBA d 3 1/2" CONEXION PARA TUBO DE PLANTA TUBO DE 0.60 0.40 0.20 BLOQUE DE CONCRETO BLOQUE DE CONCRETO ALIMENT d100mm ALIMENT d100mm 0.60 0.30 0.15 VARIABLE ACERA MANGUERA d 2 1/2" HIDRANTE DE POSTE 2 CONEXION DE ABRAZADERA PVC d 75 MM TUBERIA PEAD d 20 mm d 75 mm ó CONECTOR PVC d 20 MM CORPORATION STOP d 3/4" TUBERIA MATRIZ PVC CAJA DE MEDIDOR d 3/4" LLAVE DE PASO MEDIDOR ( OPCIONAL ) METER YOKE A PLANTA TAPA DE H.F DREN CONEXION O SIMILAR B M E D I D O R LLAVE DE PASO B OPCIONAL d 3/4" TUBO DE COBRE TRONCONONICA TUBERIA MATRIZ PVC d 75 mm CONEXION H-1500 O SIMILAR d 3/4" ABRAZADERA PVC d 75 x 20 mm ( CORPORATION STOP ) O CONECTOR PVC d 20 mm TOMA PARTICULAR TIPO, CON CAJA DE MEDIDOR Y TAPA DE H.F. SECCION B-B 0.08 0.13 45° 0.05 0.08 0.035 TAPA DE H.F STANDARD I.N.O.S. M E D I D O R 0. 3 2 3 1 ALAMBRE N°8 0. 4 0 L=0.20 CAJA H.G d 3/4" MUELLER H-15450 METER YOKE d3/4" TUBERIA DE PEAD d 20 mm 0.04 0. 6 0 SECCION A-A ANCLAJES TEES, CODOS E -EL ESPESOR "E" PUEDE SER MAYOR QUE EL ESPECIFICADO PUEDEN SER AMPLIADAS A JUICIO DEL INGENIERO RESIDENTE -LAS DIMENSIONES ESTAN REFERIDAS AL MINIMO, PERO -LOS POSTES DE ANCLAJES DEBEN SER VACIADOS EN TERRENO NO REMOVIDOS -USAR CONCRETO Rcc: 180 Kg/cm -LAS DIMENSIONES SON VALIDAS PARA d MENORES DE 6" COLOQUESE UNA LAMINA DE HIERRO #16 DETRAS DEL TAPON MACHO N O T A: TAPON MACHO d d C d L PLANTA C L 30cm VISTA DEL TAPON A A d A 5 5 CODOS A 90° TAPONES d TEES SECCION O 30cm VISTA d MM 150 Pulg. 6'' E Cm 15 A Cm 30 d Pulg. 6'' MM 150 C Cm 25 A Cm 30 L Cm 45 E Cm 30 d Norte HOJA N° Descripción: Propietarios: Proyecto: Decanatode Ingenieria Civil DISEÑO DE ACUEDUCTO INTEGRANTES: Rodriguez Eduardo C.I.:16.584.593 Rodríguez Nelexis C.I.: 15.674.739 Rojas Mónica C.I.: 16.246.428 Santori Alessandro C.I.:15.867.978 Urdaneta Johana C.I.:14.482.659 Barragan Jorge C.I.:13.603.829 AutoCAD: P-Planta-AC-1 Fecha: Julio 2006 ESCALA 1:2000 Tanque 1 17 16 15 14 13 12 18 19 20 21 22 2 3 4 5 6 8 9 10 7 11 28 27 26 25 24 23 33 34 39 44 43 42 41 40 35 36 37 38 D E F 31 B C 29 30 45 T 46 47 48 32 HIDRANTE A HIDRANTE HIDRANTE HIDRANTE HIDRANTE HIDRANTE HIDRANTE HIDRANTE HIDRANTE URBANIZACION "PARAISO DE LAS LOMAS" PARCELAMIENTO PLOTEO: 20 : 1 A-1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 427.23 185,07ML TRANSVERSAL 2 AV. PRINCIPAL CALLE L CALLE K CALLE J TRANSVERSAL 1 CALLE I L-06 CALLE L CALLE K CALLE J CALLE I L-3 160,00M2 160,00M2 160,00M2 160,00M2 M15 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 177,00M2 177,00M2 177,00M2 172,29M2 172,29M2 172,29M2 172,29M2 172,29M2 172,29M2 172,29M2 172,29M2 172,29M2 172,29M2 172,29M2 172,29M2 172,29M2 172,29M2 172,29M2 172,29M2 172,29M2 172,29M2 172,29M2 172,29M2 172,29M2 172,29M2 172,29M2 172,29M2 253,92M2 172,29M2 161,50M2 161,50M2 161,50M2 161,50M2 161,50M2 M10 M19 M20 M21 M22 M23 M18 M17 M16 M11 M12 M13 M14 H-1 H-4 H-5 H-6 H-7 H-8 H-9 H-10 H-11 H-13 H-14 H-15 H-16 H-17 H-18 H-19 H-20 H-21 H-22 H-23 H-24 H-25 H-26 H-27 H-28 H-29 H-30 H-31 H-32 H-33 H-34 H-35 H-36 H-37 H-38 H-39 H-40 H-41 H-42 H-43 H-44 H-45 I-1 I-2 I-4 I-5 I-6 I-7 I-9 I-10 I-20 I-19 I-18 I-17 I-16 I-15 I-14 I-13 I-12 I-11 I-21 I-22 I-23 I-24 I-25 I-26 I-27 I-28 I-29 I-30 I-40 I-39 I-38 I-37 I-36 I-35 I-34 I-33 I-32 I-31 J-1 J-2 J-3 J-4 J-5 J-6 J-7 J-8 J-9 J-10 J-20 J-19 J-18 J-17 J-16 J-15 J-14 J-13 J-12 J-11 J-21 J-22 J-23 J-24 J-25 J-26 J-27 J-28 J-29 J-30 J-40 J-39 J-38 J-37 J-36 J-35 J-34 J-33 J-32 J-31 K-2 K-3 K-4 K-5 K-6 K-7 K-8 K-9 K-10 K-20 K-19 K-18 K-17 K-16 K-15 K-14 K-13 K-12 K-11 K-21 K-22 K-23 K-24 K-25 K-26 K-27 K-28 K-29 K-30 K-40 K-39 K-38 K-37 K-36 K-35 K-34 K-33 K-32 K-31 M-3 M-4 M-5 M-6 M-7 M-8 M-9 M-10 M-1 M-12 M-13 M-14 M-15 M-16 M-17 M-18 M-19 M-20 M-21 M-31 M-30 M-29 M-28 M-28 M-27 M-26 M-25 M-23 M-22 N-1 N-2 N-3 N-4 N-5 N-6 N-7 N-8 N-9 N-10 M-11 M-2 N-11 N-12 N-13 N-14 N-15 N-16 N-17 N-18 N-19 N-20 N-21 N-22 N-23 N-24 N-25 N-26 \LNOTA: SEGUNDA ETAPA 222 VIVIENDAS 158,60ML 107,56ML 123,96ML 52,64ML 10,00ML 112,60ML 36,70ML 36,35ML 37,90ML 47,90ML 92,30ML 40.00ML 16,21ML 160,00M2 160,00M2 G-14 G-12 160,00M2 160,00M2 G-8 G-10 160,00M2 G-6 160,00M2 G-4 G-2 160,00M2 G-11 G-9 F-30 160,00M2 160,00M2 160,00M2 160,00M2 F-31 G-5 G-7 160,00M2 160,00M2 160,00M2 160,00M2 F-29 F-28 F-5 F-4 195.40M2 195.40M2 195.40M2 G-1 G-3 160,00M2 160,00M2 F-27 160,00M2 160,00M2 F-26 195.40M2 F-6 F-7 F-19 F-20 160,00M2 160,00M2 F-25 160,00M2 F-24 F-23 F-22 F-21 160,00M2 160,00M2 160,00M2 160,00M2 F-10 160,00M2 160,00M2 F-11 F-9 160,00M2 F-8 160,00M2 L-17" L-19" L-A L-18" 1.355,00m2 5.010,00m2 AREA TOTAL : LOTE 1 L-10" L-18 L-19 L-17 LOTE 2 AREA TOTAL : L-10" E'-9 160,00M2 160,00M2 E'-18 E'-8 E'-7 E'-6 E'-5 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 160,00M2 E'-16 E'-14 E-12 E'-10 E'-4 E'-3 E'-8 E'-6 160,00M2 160,00M2 160,00M2 160,00M2 E'-2 160,00M2 160,00M2 E'-4 E'-1 160,00M2 160,00M2 E'-2 E-17 160,00M2 160,00M2 E-18 E-11 E-9 E-12 E-10 160,00M2 160,00M2 160,00M2 160,00M2 E-13 E-15 E-16 E-14 160,00M2 160,00M2 160,00M2 160,00M2 E-7 E-5 160,00M2 160,00M2 160,00M2 160,00M2 E-6 E-8 E-3 160,00M2 160,00M2 E-4 E-2 160,00M2 E-1 160,00M2 D-17 160,00M2 160,00M2 C-17 160,00M2 CALLE I TRANSVERSAL 2 CALLE E' M9 M8 M3 N.-1.137.400,00 E.-642.600,00 E.-642.700,00 E.-642.800,00 N.-1.137.300,00 CALLE "C" URB. LOS CHAGUARAMOS L-10 L-19 CALLE J CALLE H CALLE E CALLE D CALLE C CALLE B M2 M1 N.-1.137.700,00 N.-1.137.600,00 N.-1.137.500,00 prof=3.6.mts B.V 438.84 C. Ppal EL DELEITE L-11 L-01 L-12 E.-643.100,00 E.-642.900,00 E.-643.000,00 AVENIDA BOLIVAR B. VISTA ALEGRE L-02 N E S O B-17 160,00M2 B-11 B-9 160,00M2 B-13 B-15 160,00M2 B-7 B-5 160,00M2 160,00M2 160,00M2 B-3 B-1 160,00M2 C-18 160,00M2 C-16 C-10 C-8 160,00M2 160,00M2 160,00M2 C-14 C-12 160,00M2 160,00M2 C-6 160,00M2 C-4 160,00M2 C-2 D-18 D-11 D-9 D-12 D-10 160,00M2 160,00M2 160,00M2 160,00M2 D-13 D-15 D-16 160,00M2 160,00M2 160,00M2 160,00M2 D-7 D-5 160,00M2 160,00M2 160,00M2 160,00M2 D-6 D-8 D-3 160,00M2 160,00M2 D-4 D-2 160,00M2 D-1 160,00M2 M7 160,00M2 C-15 C-9 C-7 160,00M2 160,00M2 160,00M2 C-13 C-11 160,00M2 160,00M2 C-5 160,00M2 C-3 160,00M2 C-1 B-18 160,00M2 B-16 B-10 B-8 160,00M2 160,00M2 160,00M2 B-14 B-12 160,00M2 160,00M2 B-6 160,00M2 B-4 160,00M2 B-2 160,00M2 160,00M2 160,00M2 160,00M2 A-7 160,00M2 160,00M2 160,00M2 CALLE A M6 M5 M4 F-18 F-17 190,30M2 192,00M2 F-15 F-16 177,70M2 163,00M2 M1 F-14 148,00M2 F-13 132,00M2 508,00M2 F-12 A-11 A-10 A-12 A-9 A-8 A-13 A-14 A-15 D-14 CALLE K A-6 A-2 A-3 A-1 A-4 A-5 F-1 160,00M2 160,00M2 F-2 160,00M2 F-3 CODO 90°, 1"\Ftxt.shx|c0; TEE 1"\Ftxt.shx|c0; TUBERIA ACUEDUCTO Ø 4" ó 3" ABRAZADERA DE POLIPROPILENO SALIDA DOBLE o SIMPLE ADAPTADOR MACHO Ø 1" (VIVIENDA UNICA) \LDETALLE Z TOMAS PARA VIVIENDAS \H0.5714x;\lESC: S/E \A1;UNION DE REDUCCION 1\H0.7x;\S1#2;\H1.429x;' x 1" \Ftxt.shx|c0; TUBERIA PVC Ø 4" RELLENO CUIDADOSAMENTE COMPACTADO\Ftxt.shx|c0; \LDETALLE DE BANCADA AGUAS BLANCAS \H0.5714x;\lESC: S/E MEDIDOR\Ftxt.shx|c0; \A1;d 1\S1#2;\H1.429x; " d 1 " d 1 " d 3/4 " d 3/4 " Fecha: Fecha: 1:1000 Escala: Escala: URBANISMO Contenido: Lam. Proyectista: Revisó: C.I.V.: Proyecto: C.I.V.: Topografia. MARIARA EDO. CARABOBO Dirección: AV. BOLIVAR Dibujo: ACUEDUTO Ø 3/4" Ø 3/4" Ø 3/4" Ø 3/4" Ø 3/4" Ø 3/4" Ø 3/4" Ø 3/4" Ø 3/4" Ø 3/4" Ø 3/4" Ø 3/4" Ø 3/4" Ø 3/4" Ø 3/4" Ø 3/4" Ø 3/4" Ø 3/4" Ø 3/4" Ø 3/4" Ø 3/4" Ø 3/4" Ø 3/4" Ø 3/4" Ø 3/4" Ø 3/4" Ø 3/4" Ø 3/4" Ø 3/4" Ø 3/4" Ø 3/4" Ø 3/4" Ø 3/4" Ø 3/4" Ø 3/4" Ø 3/4" Ø 3/4" Ø 3/4" Ø 3/4" Ø 3/4" Ø 3/4" Ø 3/4" Ø 3/4" Ø 3/4" Ø 3/4" Ø 3/4" Ø 3/4" Ø 3/4" Ø 3/4" Ø 3/4" Ø 3/4" Ø 3/4" Ø 3/4" Ø 3/4" Ø 3/4" Ø 4" Ø 4" Ø 4" Ø 4" Ø 4" Ø 4" Ø 4" Ø 4" Ø 4" Ø 4" Ø 4" Ø 4" Ø 4" Ø 4" Ø 4" Ø 4" Ø 4" Ø 4" Ø 4" Ø 4" Ø 4" Ø 4" Ø 4" Ø 4" Ø 4" Ø 4" Ø 4" Ø 3/4" Ø 3/4" Ø 3/4" Ø 3/4" Ø 3/4" TP 1 2 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 23 3 4 24 25 490.000 490.204 490.604 490.604 491.404 491.804 492.854 492.454 492.024 491.654 491.254 492.403 492.448 492.803 492.848 493.173 493.248 493.603 493.648 494.003 494.048 492.988 493.388 493.788 494.184 494.206 494.606 22 TP 1 2 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 23 3 4 24 25 489.904 490.204 490.604 490.604 491.404 491.804 492.854 492.454 492.024 491.654 491.254 492.403 492.448 492.803 492.848 493.173 493.248 493.603 493.648 494.003 494.048 492.988 493.388 493.788 494.184 494.206 494.606 22 H H H PROGRESIVAS C. TERRENO C. RASANTE BANQUEO 0+000.00 410,800 409,292 1,51 BVE DATUM:300,000 L = 134,67 m d = 375 mm s = 1 % Q = 21,884 lps L = 134,6 m d =300 mm s = 1 % Q = 15,43 lps NODO: T NODO: 1 NODO: 2 NODO: 3 NODO: 4 NODO: 5 NODO: 6 NODO: 7 NODO: 8 NODO: 9 NODO: 10 NODO: 11 NODO: 12 NODO: 13 NODO: 14 NODO: 15 NODO: 16 NODO: 17 NODO: 18 NODO: 19 2 REDUCCIONES 200 A 150 1 Tee AB 200X200X200 d=100mm 1 CODO 90 d 100 mm AB 1 Tee AB 100X100X100 1 REDUCCION 150 A 100 1 Cruz AB 150X150X150X150 d=150mm 1Tee AB 150X150X150 d=150mm d=150mm 1 REDUCCION 150 A 100 NODO: 20 NODO: 21 NODO: 22 NODO: 23 NODO: 24 NODO: 25 1 REDUCCION 150 A 100 1 Tee AB 150X150X150 d150mm d150mm DETALLES DE LOS NODOS DEL ACUEDUCTO A-1 Norte PLOTEO: 20 : 1 HOJA N° PARCELAMIENTO Descripción: Propietarios: URBANIZACION "PARAISO DE LAS LOMAS" Proyecto: Decanatode Ingenieria Civil DISEÑO DE ACUEDUCTO INTEGRANTES: Rodriguez Eduardo C.I.:16.584.593 Rodríguez Nelexis C.I.: 15.674.739 Rojas Mónica C.I.: 16.246.428 Santori Alessandro C.I.:15.867.978 Urdaneta Johana C.I.:14.482.659 Barragan Jorge C.I.:13.603.829 AutoCAD: P-Planta-AC-1 Fecha: Julio 2006 ESCALA 1:2000 Tanque 1 17 16 15 14 13 12 18 19 20 21 22 2 3 4 5 6 8 9 10 7 11 28 27 26 25 24 23 33 34 39 44 43 42 41 40 35 36 37 38 D E F 31 B C 29 30 45 T 46 47 48 32 HIDRANTE A HIDRANTE HIDRANTE HIDRANTE HIDRANTE HIDRANTE HIDRANTE HIDRANTE HIDRANTE Ø=150mm Ø=150mm Ø=150mm Ø=150mm Ø=100mm Ø=150mm Ø=150mm Ø=150mm Ø=100mm Ø=150mm Ø=150mm Ø=150mm Ø=150mm Ø=100mm Ø=150mm Ø=150mm Ø=150mm Ø=100mm Ø=150mm Ø=150mm Ø=150mm Ø=150mm Ø=150mm Ø=150mm Ø=150mm Ø=150mm Ø=100mm Ø=150mm Ø=150mm Ø=150mm Ø=150mm Ø=100mm Ø=150mm Ø=150mm Ø=150mm Ø=150mm HIDRANTE 2 HIDRANTE 3 HIDRANTE 1 Ø=200mm L=105.00m L=29.97m L=114.87m L=114.87m L=105.00m L=105.00m L=105.00m L=105.00m L=114.87m L=114.87m L=114.87m L=40.00m L=40.00m L=43.00m L=37.00m L=37.00m L=40.00m L=43.00m L=40.00m L=4.54m L=35.46m L=4.54m L=32.46m L=7.54m L=32.46m L=4.54m L=35.46m L=4.54m L=54.00m L=54.61m L=55.21m L=55.81m L=55.81m L=40.01m L=40.01m L=40.01m L=40.00m \LNOTA: SEGUNDA ETAPA 222 VIVIENDAS N E S O Fecha: Fecha: 1:1000 Escala: Escala: URBANISMO Contenido: Lam. Proyectista: Revisó: C.I.V.: Proyecto: C.I.V.: Topografia. MARIARA EDO. CARABOBO Dirección: AV. BOLIVAR Dibujo: ACUEDUTO BV EXISTENTE PROF. 3.5 M BV1 BV1.1 BV1.2 BV1.3 BV1.4 BV2 BV1.1.1 BV2.1 BV1.2.1 BV2.2 BV1.3.1 BV2.3 BV1.4.1 BV2.4 BV3 BV3.1 BV3.1.1 BV2.1.1 BV3.2 BV3.2.1 BV2.2.1 BV3.3 BV3.3.1 BV2.3.1 BV3.4 BV3.4.1 BV2.4.1 BV3.5 BV3.5.1 BV1 BV2 BV3 L = 134,6 m d =300 mm s = 1 % Q = 15,43 lps PROGRESIVAS C. TERRENO C. RASANTE BANQUEO 0+000.00 410,800 409,292 1,51 BV1 DATUM:300,000 L = 134,67 m d = 375 mm s = 1 % Q = 21,884 lps BV1.1 L = 134,6 m d =300 mm s = 1 % Q = 15,43 lps BV1.2 L = 134,6 m d =300 mm s = 1 % Q = 15,43 lps BV1.3 BV1.4 L = 134,6 m d =300 mm s = 1 % Q = 15,43 lps PROGRESIVAS C. TERRENO C. RASANTE BANQUEO 0+000.00 410,800 409,292 1,51 BV2 DATUM:300,000 L = 134,67 m d = 375 mm s = 1 % Q = 21,884 lps BV2.1 L = 134,6 m d =300 mm s = 1 % Q = 15,43 lps BV2.2 L = 134,6 m d =300 mm s = 1 % Q = 15,43 lps BV2.3 BV2.4 L = 134,6 m d =300 mm s = 1 % Q = 15,43 lps PROGRESIVAS C. TERRENO C. RASANTE BANQUEO 0+000.00 410,800 409,292 1,51 BV3 DATUM:300,000 L = 134,67 m d = 375 mm s = 1 % Q = 21,884 lps L = 134,6 m d =300 mm s = 1 % Q = 15,43 lps BV3.1 BV3.2 BV3.3 L = 134,6 m d =300 mm s = 1 % Q = 15,43 lps L = 134,6 m d =300 mm s = 1 % Q = 15,43 lps BV3.4 BV3.5 PROGRESIVAS C. TERRENO C. RASANTE BANQUEO 0+000.00 410,800 409,292 1,51 BV1.2 DATUM:300,000 L = 134,67 m d = 375 mm s = 1 % Q = 21,884 lps BV1.2.1 PROGRESIVAS C. TERRENO C. RASANTE BANQUEO 0+000.00 410,800 409,292 1,51 BV1.2 DATUM:300,000 L = 134,67 m d = 375 mm s = 1 % Q = 21,884 lps BV1.2.1 PROGRESIVAS C. TERRENO C. RASANTE BANQUEO 0+000.00 410,800 409,292 1,51 BV2.1 DATUM:300,000 L = 134,67 m d = 375 mm s = 1 % Q = 21,884 lps BV2.1.1 PROGRESIVAS C. TERRENO C. RASANTE BANQUEO 0+000.00 410,800 409,292 1,51 BV1.3 DATUM:300,000 L = 134,67 m d = 375 mm s = 1 % Q = 21,884 lps BV1.3.1 PROGRESIVAS C. TERRENO C. RASANTE BANQUEO 0+000.00 410,800 409,292 1,51 BV1.4 DATUM:300,000 L = 134,67 m d = 375 mm s = 1 % Q = 21,884 lps BV1.4.1 PROGRESIVAS C. TERRENO C. RASANTE BANQUEO 0+000.00 410,800 409,292 1,51 BV2.2 DATUM:300,000 L = 134,67 m d = 375 mm s = 1 % Q = 21,884 lps BV2.2.1 PROGRESIVAS C. TERRENO C. RASANTE BANQUEO 0+000.00 410,800 409,292 1,51 BV3.1 DATUM:300,000 L = 134,67 m d = 375 mm s = 1 % Q = 21,884 lps BV3.1.1 PROGRESIVAS C. TERRENO C. RASANTE BANQUEO 0+000.00 410,800 409,292 1,51 BV3.2 DATUM:300,000 BV3.2.1 PROGRESIVAS C. TERRENO C. RASANTE BANQUEO 0+000.00 410,800 409,292 1,51 BV2.3 DATUM:300,000 L = 134,67 m d = 375 mm s = 1 % Q = 21,884 lps BV2.3.1 PROGRESIVAS C. TERRENO C. RASANTE BANQUEO 0+000.00 410,800 409,292 1,51 BV2.4 DATUM:300,000 L = 134,67 m d = 375 mm s = 1 % Q = 21,884 lps BV2.4.1 L = 134,67 m d = 375 mm s = 1 % Q = 21,884 lps PROGRESIVAS C. TERRENO C. RASANTE BANQUEO 0+000.00 410,800 409,292 1,51 BV3.3 DATUM:300,000 BV3.3.1 L = 134,67 m d = 375 mm s = 1 % Q = 21,884 lps PROGRESIVAS C. TERRENO C. RASANTE BANQUEO 0+000.00 410,800 409,292 1,51 BV3.4 DATUM:300,000 BV3.4.1 L = 134,67 m d = 375 mm s = 1 % Q = 21,884 lps PROGRESIVAS C. TERRENO C. RASANTE BANQUEO 0+000.00 410,800 409,292 1,51 BV3.5 DATUM:300,000 BV3.5.1 L = 134,67 m d = 375 mm s = 1 % Q = 21,884 lps 494.078 494.626 493.678 493.278 492.878 492.433 492.478 494.226 493.808 493.408 493.008 491.314 491.714 491.674 492.114 492.074 492.514 492.474 492.874 492.914 493.993 493.593 493.193 492.793 490.234 490.634 491.034 491.434 491.834 489.902 d=150mm d=150mm d=200mm d=150mm 1Tee AB 150X150X150 d=150mm 1Tee AB 150X150X150 d=150mm 1Tee AB 150X150X150 d=150mm d=100mm d=100mm d=150mm d=150mm d=150mm d=100mm d=150mm d=150mm d=150mm d=150mm d=150mm d=150mm d=150mm d=150mm d=150mm d=150mm d=150mm d=150mm d=150mm d=150mm d=150mm d=150mm d=150mm d=100mm d=100mm d=100mm d=100mm d=150mm d=150mm d=150mm d=200mm TP d=100mm d=150mm Hidrante 1 d=100mm d=150mm Hidrante 3 1 REDUCCION 150 A 100 1Tee AB 150X150X150 1 CODO 90 d 150 mm AB 1Tee AB 150X150X150 1Tee AB 150X150X150 1Tee AB 150X150X150 1Tee AB 150X150X150 1Tee AB 150X150X150 1Tee AB 150X150X150 1Tee AB 150X150X150 1 CODO 90 d 100 mm AB 1 CODO 90 d 150 mm AB 1Tee AB 150X150X150 1 Tee AB 150X150X150 1 CODO 90 d 100 mm AB 1 VALVULA DE COMPUERTA d100mmHF BB 1 HIDRANTE DE POSTE d 100mm B 1 BOCALLAVE EXTENSION HF BC Nª 2 1 VALVULA DE COMPUERTA d100mmHF BB 1 HIDRANTE DE POSTE d 100mm B 1 BOCALLAVE EXTENSION HF BC Nª 2 1 VALVULA DE COMPUERTA d100mmHF BB 1 HIDRANTE DE POSTE d 100mm B 1 BOCALLAVE EXTENSION HF BC Nª 2 d=100mm d=100mm Hidrante 2 1 Tee AB 150X150X150 1 Tee AB 100X100X100 1 Tee AB 150X150X150 1 Cruz AB 150X150X150X150 1 REDUCCION 150 A 100 1 Cruz AB 150X150X150X150 Ø=200mm L=108.03m Ø=200mm L=103.99m Ø=200mm Ø=200mm Ø=200mm L=103.99m L=103.99m L=103.99m Ø=200mm L=107.87m Ø=200mm L=107.87m Ø=200mm L=107.87m Ø=200mm L=107.87m Ø=200mm L=111.87m Ø=200mm L=53m Ø=200mm L=53m Ø=200mm L=53m Ø=200mm L=53m Ø=200mm L=53m Ø=150mm L=40.00m Ø=150mm L=40.00m Ø=150mm L=40.00m Ø=150mm L=40.00m Ø=200mm L=40.00m Ø=200mm L=40.00m Ø=150mm L=40.00m Ø=150mm L=40.00m Ø=150mm L=4.53m Ø=200mm L=40.00m Ø=200mm L=40.00m Ø=200mm L=40.00m Ø=200mm L=40.00m 0+000.00 410,800 409,292 1,51 0+000.00 410,800 409,292 1,51 0+000.00 410,800 409,292 1,51 0+000.00 410,800 409,292 1,51 0+000.00 410,800 409,292 1,51 0+000.00 410,800 409,292 1,51 0+000.00 410,800 409,292 1,51 0+000.00 410,800 409,292 1,51 0+000.00 410,800 409,292 1,51 0+000.00 410,800 409,292 1,51 0+000.00 410,800 409,292 1,51 0+000.00 410,800 409,292 1,51 0+000.00 410,800 409,292 1,51 0+000.00 410,800 409,292 1,51 0+000.00 410,800 409,292 1,51 0+000.00 410,800 409,292 1,51 0+000.00 410,800 409,292 1,51 0+000.00 410,800 409,292 1,51 0+000.00 410,800 409,292 1,51 0+000.00 410,800 409,292 1,51 0+000.00 410,800 409,292 1,51 0+000.00 410,800 409,292 1,51 0+000.00 410,800 409,292 1,51 0+000.00 410,800 409,292 1,51 0+000.00 410,800 409,292 1,51 0+000.00 410,800 409,292 1,51 0+000.00 410,800 409,292 1,51 0+000.00 410,800 409,292 1,51 0+000.00 410,800 409,292 1,51 A-1 Norte PLOTEO: 20 : 1 HOJA N° PARCELAMIENTO Descripción: Propietarios: URBANIZACION "PARAISO DE LAS LOMAS" Proyecto: Decanatode Ingenieria Civil DISEÑO DE ACUEDUCTO INTEGRANTES: Rodriguez Eduardo C.I.:16.584.593 Rojas Mónica C.I.: 16.246.428 Santori Alessandro C.I.:15.867.978 Urdaneta Johana C.I.:14.482.659 Barragan Jorge C.I.:13.603.829 AutoCAD: P-Planta-AC-1 Fecha: Julio 2006 ESCALA 1:2000 A-1 Norte PLOTEO: 20 : 1 HOJA N° PARCELAMIENTO Descripción: Propietarios: URBANIZACION "PARAISO DE LAS LOMAS" Proyecto: Decanatode Ingenieria Civil DISEÑO DE ACUEDUCTO INTEGRANTES: Rodriguez Eduardo C.I.:16.584.593 Rojas Mónica C.I.: 16.246.428 Santori Alessandro C.I.:15.867.978 Urdaneta Johana C.I.:14.482.659 Barragan Jorge C.I.:13.603.829 AutoCAD: P-Planta-AC-1 Fecha: Julio 2006 ESCALA 1:2000 A-1 Norte PLOTEO: 20 : 1 HOJA N° PARCELAMIENTO Descripción: Propietarios: URBANIZACION "PARAISO DE LAS LOMAS" Proyecto: Decanatode Ingenieria Civil DISEÑO DE CLOACAS INTEGRANTES: Rodriguez Eduardo C.I.:16.584.593 Rojas Mónica C.I.: 16.246.428 Santori Alessandro C.I.:15.867.978 Urdaneta Johana C.I.:14.482.659 Barragan Jorge C.I.:13.603.829 AutoCAD: P-Planta-AC-1 Fecha: Julio 2006 ESCALA 1:2000 A-1 Norte PLOTEO: 20 : 1 HOJA N° PARCELAMIENTO Descripción: Propietarios: URBANIZACION "PARAISO DE LAS LOMAS" Proyecto: Decanatode Ingenieria Civil DISEÑO DE ACUEDUCTO INTEGRANTES: Rodriguez Eduardo C.I.:16.584.593 Rojas Mónica C.I.: 16.246.428 Santori Alessandro C.I.:15.867.978 Urdaneta Johana C.I.:14.482.659 Barragan Jorge C.I.:13.603.829 AutoCAD: P-Planta-AC-1 Fecha: Julio 2006 ESCALA 1:2000 \LNOTA: SEGUNDA ETAPA 222 VIVIENDAS N E S O BV EXISTENTE PROF. 3.5 M BV1 BV1.1 BV1.2 BV1.3 BV1.4 BV2 BV1.1.1 BV2.1 BV1.2.1 BV2.2 BV1.3.1 BV2.3 BV1.4.1 BV2.4 BV3 BV3.1 BV3.1.1 BV2.1.1 BV3.2 BV3.2.1 BV2.2.1 BV3.3 BV3.3.1 BV2.3.1 BV3.4 BV3.4.1 BV2.4.1 BV3.5 BV3.5.1 494.078 494.626 493.678 493.278 492.878 492.433 492.478 494.226 493.808 493.408 493.008 491.314 491.714 491.674 492.114 492.074 492.514 492.474 492.874 492.914 493.993 493.593 493.193 492.793 490.234 490.634 491.034 491.434 491.834 489.902 Ø=200mm L=108.03m Ø=200mm L=103.99m Ø=200mm Ø=200mm Ø=200mm L=103.99m L=103.99m L=103.99m Ø=200mm L=107.87m Ø=200mm L=107.87m Ø=200mm L=107.87m Ø=200mm L=107.87m Ø=200mm L=111.87m Ø=200mm L=53m Ø=200mm L=53m Ø=200mm L=53m Ø=200mm L=53m Ø=200mm L=53m Ø=150mm L=40.00m Ø=150mm L=40.00m Ø=150mm L=40.00m Ø=150mm L=40.00m Ø=200mm L=40.00m Ø=200mm L=40.00m Ø=150mm L=40.00m Ø=150mm L=40.00m Ø=150mm L=4.53m Ø=200mm L=40.00m Ø=200mm L=40.00m Ø=200mm L=40.00m Ø=200mm L=40.00m PROGRESIVAS C. TERRENO C. RASANTE BANQUEO 0+000.00 410,800 409,292 1,51 BVE DATUM:300,000 L = 134,67 m d = 375 mm s = 1 % Q = 21,884 lps L = 134,6 m d =300 mm s = 1 % Q = 15,43 lps BV1 BV2 BV3 L = 134,6 m d =300 mm s = 1 % Q = 15,43 lps PROGRESIVAS C. TERRENO C. RASANTE BANQUEO 0+000.00 410,800 409,292 1,51 BV1 DATUM:300,000 L = 134,67 m d = 375 mm s = 1 % Q = 21,884 lps BV1.1 L = 134,6 m d =300 mm s = 1 % Q = 15,43 lps BV1.2 L = 134,6 m d =300 mm s = 1 % Q = 15,43 lps BV1.3 BV1.4 L = 134,6 m d =300 mm s = 1 % Q = 15,43 lps 0+000.00 410,800 409,292 1,51 0+000.00 410,800 409,292 1,51 0+000.00 410,800 409,292 1,51 0+000.00 410,800 409,292 1,51 0+000.00 410,800 409,292 1,51 0+000.00 410,800 409,292 1,51 0+000.00 410,800 409,292 1,51 PROGRESIVAS C. TERRENO C. RASANTE BANQUEO 0+000.00 410,800 409,292 1,51 BV2 DATUM:300,000 L = 134,67 m d = 375 mm s = 1 % Q = 21,884 lps BV2.1 L = 134,6 m d =300 mm s = 1 % Q = 15,43 lps BV2.2 L = 134,6 m d =300 mm s = 1 % Q = 15,43 lps BV2.3 BV2.4 L = 134,6 m d =300 mm s = 1 % Q = 15,43 lps 0+000.00 410,800 409,292 1,51 0+000.00 410,800 409,292 1,51 0+000.00 410,800 409,292 1,51 0+000.00 410,800 409,292 1,51 PROGRESIVAS C. TERRENO C. RASANTE BANQUEO 0+000.00 410,800 409,292 1,51 BV3 DATUM:300,000 L = 134,67 m d = 375 mm s = 1 % Q = 21,884 lps L = 134,6 m d =300 mm s = 1 % Q = 15,43 lps BV3.1 BV3.2 BV3.3 L = 134,6 m d =300 mm s = 1 % Q = 15,43 lps L = 134,6 m d =300 mm s = 1 % Q = 15,43 lps BV3.4 BV3.5 0+000.00 410,800 409,292 1,51 0+000.00 410,800 409,292 1,51 0+000.00 410,800 409,292 1,51 0+000.00 410,800 409,292 1,51 0+000.00 410,800 409,292 1,51 A-1 Norte PLOTEO: 20 : 1 HOJA N° PARCELAMIENTO Descripción: Propietarios: URBANIZACION "PARAISO DE LAS LOMAS" Proyecto: Decanatode Ingenieria Civil DISEÑO DE ACUEDUCTO INTEGRANTES: Rodriguez Eduardo C.I.:16.584.593 Rojas Mónica C.I.: 16.246.428 Santori Alessandro C.I.:15.867.978 Urdaneta Johana C.I.:14.482.659 Barragan Jorge C.I.:13.603.829 AutoCAD: P-Planta-AC-1 Fecha: Julio 2006 ESCALA 1:2000 A-1 Norte PLOTEO: 20 : 1 HOJA N° PARCELAMIENTO Descripción: Propietarios: URBANIZACION "PARAISO DE LAS LOMAS" Proyecto: Decanatode Ingenieria Civil DISEÑO DE ACUEDUCTO INTEGRANTES: Rodriguez Eduardo C.I.:16.584.593 Rojas Mónica C.I.: 16.246.428 Santori Alessandro C.I.:15.867.978 Urdaneta Johana C.I.:14.482.659 Barragan Jorge C.I.:13.603.829 AutoCAD: P-Planta-AC-1 Fecha: Julio 2006 ESCALA 1:2000 A-1 Norte PLOTEO: 20 : 1 HOJA N° PARCELAMIENTO Descripción: Propietarios: URBANIZACION "PARAISO DE LAS LOMAS" Proyecto: Decanatode Ingenieria Civil DISEÑO DE ACUEDUCTO INTEGRANTES: Rodriguez Eduardo C.I.:16.584.593 Rojas Mónica C.I.: 16.246.428 Santori Alessandro C.I.:15.867.978 Urdaneta Johana C.I.:14.482.659 Barragan Jorge C.I.:13.603.829 AutoCAD: P-Planta-AC-1 Fecha: Julio 2006 ESCALA 1:2000 A-1 Norte PLOTEO: 20 : 1 HOJA N° PARCELAMIENTO Descripción: Propietarios: URBANIZACION "PARAISO DE LAS LOMAS" Proyecto: Decanatode Ingenieria Civil DISEÑO DE ACUEDUCTO INTEGRANTES: Rodriguez Eduardo C.I.:16.584.593 Rojas Mónica C.I.: 16.246.428 Santori Alessandro C.I.:15.867.978 Urdaneta Johana C.I.:14.482.659 Barragan Jorge C.I.:13.603.829 AutoCAD: P-Planta-AC-1 Fecha: Julio 2006 ESCALA 1:2000 PROGRESIVAS C. TERRENO C. RASANTE BANQUEO 0+000.00 410,800 409,292 1,51 BV1.2 DATUM:300,000 L = 134,67 m d = 375 mm s = 1 % Q = 21,884 lps BV1.2.1 0+000.00 410,800 409,292 1,51 PROGRESIVAS C. TERRENO C. RASANTE BANQUEO 0+000.00 410,800 409,292 1,51 BV1.2 DATUM:300,000 L = 134,67 m d = 375 mm s = 1 % Q = 21,884 lps BV1.2.1 PROGRESIVAS C. TERRENO C. RASANTE BANQUEO 0+000.00 410,800 409,292 1,51 BV1.3 DATUM:300,000 L = 134,67 m d = 375 mm s = 1 % Q = 21,884 lps BV1.3.1 0+000.00 410,800 409,292 1,51 0+000.00 410,800 409,292 1,51 \LNOTA: SEGUNDA ETAPA 222 VIVIENDAS N E S O Fecha: Fecha: 1:1000 Escala: Escala: URBANISMO Contenido: Lam. Proyectista: Revisó: C.I.V.: Proyecto: C.I.V.: Topografia. MARIARA EDO. CARABOBO Dirección: AV. BOLIVAR Dibujo: ACUEDUTO TP 1 2 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 23 3 4 24 25 490.000 490.204 490.604 490.604 491.404 491.804 492.854 492.454 492.024 491.654 491.254 492.403 492.448 492.803 492.848 493.173 493.248 493.603 493.648 494.003 494.048 492.988 493.388 493.788 494.184 494.206 494.606 22 TP 1 2 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 23 3 4 24 25 489.904 490.204 490.604 490.604 491.404 491.804 492.854 492.454 492.024 491.654 491.254 492.403 492.448 492.803 492.848 493.173 493.248 493.603 493.648 494.003 494.048 492.988 493.388 493.788 494.184 494.206 494.606 22 H H H PROGRESIVAS C. TERRENO C. RASANTE BANQUEO 0+000.00 410,800 409,292 1,51 BVE DATUM:300,000 L = 134,67 m d = 375 mm s = 1 % Q = 21,884 lps L = 134,6 m d =300 mm s = 1 % Q = 15,43 lps NODO: T NODO: 1 NODO: 2 NODO: 3 NODO: 4 NODO: 5 NODO: 6 NODO: 7 NODO: 8 NODO: 9 NODO: 10 NODO: 11 NODO: 12 NODO: 13 NODO: 14 NODO: 15 NODO: 16 NODO: 17 NODO: 18 NODO: 19 2 REDUCCIONES 200 A 150 1 Tee AB 200X200X200 d=100mm 1 CODO 90 d 100 mm AB 1 Tee AB 100X100X100 1 REDUCCION 150 A 100 1 Cruz AB 150X150X150X150 d=150mm 1Tee AB 150X150X150 d=150mm d=150mm 1 REDUCCION 150 A 100 NODO: 20 NODO: 21 NODO: 22 NODO: 23 NODO: 24 NODO: 25 1 REDUCCION 150 A 100 1 Tee AB 150X150X150 d150mm d150mm DETALLES DE LOS NODOS DEL ACUEDUCTO A-1 Norte PLOTEO: 20 : 1 HOJA N° PARCELAMIENTO Descripción: Propietarios: URBANIZACION "PARAISO DE LAS LOMAS" Proyecto: Decanatode Ingenieria Civil DISEÑO DE ACUEDUCTO INTEGRANTES: AutoCAD: P-Planta-AC-1 Fecha: Julio 2006 ESCALA Ø=150mm Ø=150mm Ø=150mm Ø=150mm Ø=100mm Ø=150mm Ø=150mm Ø=150mm Ø=100mm Ø=150mm Ø=150mm Ø=150mm Ø=150mm Ø=100mm Ø=150mm Ø=150mm Ø=150mm Ø=100mm Ø=150mm Ø=150mm Ø=150mm Ø=150mm Ø=150mm Ø=150mm Ø=150mm Ø=150mm Ø=100mm Ø=150mm Ø=150mm Ø=150mm Ø=150mm Ø=100mm Ø=150mm Ø=150mm Ø=150mm Ø=150mm HIDRANTE 2 HIDRANTE 3 HIDRANTE 1 Ø=200mm L=105.00m L=29.97m L=114.87m L=114.87m L=105.00m L=105.00m L=105.00m L=105.00m L=114.87m L=114.87m L=114.87m L=40.00m L=40.00m L=43.00m L=37.00m L=37.00m L=40.00m L=43.00m L=40.00m L=4.54m L=35.46m L=4.54m L=32.46m L=7.54m L=32.46m L=4.54m L=35.46m L=4.54m L=54.00m L=54.61m L=55.21m L=55.81m L=55.81m L=40.01m L=40.01m L=40.01m L=40.00m \LNOTA: SEGUNDA ETAPA 222 VIVIENDAS N E S O Fecha: Fecha: 1:1000 Escala: Escala: URBANISMO Contenido: Lam. Proyectista: Revisó: C.I.V.: Proyecto: C.I.V.: Topografia. MARIARA EDO. CARABOBO Dirección: AV. BOLIVAR Dibujo: ACUEDUTO BV EXISTENTE PROF. 3.5 M BV1 BV1.1 BV1.2 BV1.3 BV1.4 BV2 BV1.1.1 BV2.1 BV1.2.1 BV2.2 BV1.3.1 BV2.3 BV1.4.1 BV2.4 BV3 BV3.1 BV3.1.1 BV2.1.1 BV3.2 BV3.2.1 BV2.2.1 BV3.3 BV3.3.1 BV2.3.1 BV3.4 BV3.4.1 BV2.4.1 BV3.5 BV3.5.1 BV1 BV2 BV3 L = 134,6 m d =300 mm s = 1 % Q = 15,43 lps PROGRESIVAS C. TERRENO C. RASANTE BANQUEO 0+000.00 410,800 409,292 1,51 BV1 DATUM:300,000 L = 134,67 m d = 375 mm s = 1 % Q = 21,884 lps BV1.1 L = 134,6 m d =300 mm s = 1 % Q = 15,43 lps BV1.2 L = 134,6 m d =300 mm s = 1 % Q = 15,43 lps BV1.3 BV1.4 L = 134,6 m d =300 mm s = 1 % Q = 15,43 lps PROGRESIVAS C. TERRENO C. RASANTE BANQUEO 0+000.00 410,800 409,292 1,51 BV2 DATUM:300,000 L = 134,67 m d = 375 mm s = 1 % Q = 21,884 lps BV2.1 L = 134,6 m d =300 mm s = 1 % Q = 15,43 lps BV2.2 L = 134,6 m d =300 mm s = 1 % Q = 15,43 lps BV2.3 BV2.4 L = 134,6 m d =300 mm s = 1 % Q = 15,43 lps PROGRESIVAS C. TERRENO C. RASANTE BANQUEO 0+000.00 410,800 409,292 1,51 BV3 DATUM:300,000 L = 134,67 m d = 375 mm s = 1 % Q = 21,884 lps L = 134,6 m d =300 mm s = 1 % Q = 15,43 lps BV3.1 BV3.2 BV3.3 L = 134,6 m d =300 mm s = 1 % Q = 15,43 lps L = 134,6 m d =300 mm s = 1 % Q = 15,43 lps BV3.4 BV3.5 PROGRESIVAS C. TERRENO C. RASANTE BANQUEO 0+000.00 410,800 409,292 1,51 BV1.2 DATUM:300,000 L = 134,67 m d = 375 mm s = 1 % Q = 21,884 lps BV1.2.1 PROGRESIVAS C. TERRENO C. RASANTE BANQUEO 0+000.00 410,800 409,292 1,51 BV1.2 DATUM:300,000 L = 134,67 m d = 375 mm s = 1 % Q = 21,884 lps BV1.2.1 PROGRESIVAS C. TERRENO C. RASANTE BANQUEO 0+000.00 410,800 409,292 1,51 BV2.1 DATUM:300,000 L = 134,67 m d = 375 mm s = 1 % Q = 21,884 lps BV2.1.1 PROGRESIVAS C. TERRENO C. RASANTE BANQUEO 0+000.00 410,800 409,292 1,51 BV1.3 DATUM:300,000 L = 134,67 m d = 375 mm s = 1 % Q = 21,884 lps BV1.3.1 PROGRESIVAS C. TERRENO C. RASANTE BANQUEO 0+000.00 410,800 409,292 1,51 BV1.4 DATUM:300,000 L = 134,67 m d = 375 mm s = 1 % Q = 21,884 lps BV1.4.1 PROGRESIVAS C. TERRENO C. RASANTE BANQUEO 0+000.00 410,800 409,292 1,51 BV2.2 DATUM:300,000 L = 134,67 m d = 375 mm s = 1 % Q = 21,884 lps BV2.2.1 PROGRESIVAS C. TERRENO C. RASANTE BANQUEO 0+000.00 410,800 409,292 1,51 BV3.1 DATUM:300,000 L = 134,67 m d = 375 mm s = 1 % Q = 21,884 lps BV3.1.1 PROGRESIVAS C. TERRENO C. RASANTE BANQUEO 0+000.00 410,800 409,292 1,51 BV3.2 DATUM:300,000 BV3.2.1 PROGRESIVAS C. TERRENO C. RASANTE BANQUEO 0+000.00 410,800 409,292 1,51 BV2.3 DATUM:300,000 L = 134,67 m d = 375 mm s = 1 % Q = 21,884 lps BV2.3.1 PROGRESIVAS C. TERRENO C. RASANTE BANQUEO 0+000.00 410,800 409,292 1,51 BV2.4 DATUM:300,000 L = 134,67 m d = 375 mm s = 1 % Q = 21,884 lps BV2.4.1 L = 134,67 m d = 375 mm s = 1 % Q = 21,884 lps PROGRESIVAS C. TERRENO C. RASANTE BANQUEO 0+000.00 410,800 409,292 1,51 BV3.3 DATUM:300,000 BV3.3.1 L = 134,67 m d = 375 mm s = 1 % Q = 21,884 lps PROGRESIVAS C. TERRENO C. RASANTE BANQUEO 0+000.00 410,800 409,292 1,51 BV3.4 DATUM:300,000 BV3.4.1 L = 134,67 m d = 375 mm s = 1 % Q = 21,884 lps PROGRESIVAS C. TERRENO C. RASANTE BANQUEO 0+000.00 410,800 409,292 1,51 BV3.5 DATUM:300,000 BV3.5.1 L = 134,67 m d = 375 mm s = 1 % Q = 21,884 lps 494.078 494.626 493.678 493.278 492.878 492.433 492.478 494.226 493.808 493.408 493.008 491.314 491.714 491.674 492.114 492.074 492.514 492.474 492.874 492.914 493.993 493.593 493.193 492.793 490.234 490.634 491.034 491.434 491.834 489.902 d=150mm d=150mm d=200mm d=150mm 1Tee AB 150X150X150 d=150mm 1Tee AB 150X150X150 d=150mm 1Tee AB 150X150X150 d=150mm d=100mm d=100mm d=150mm d=150mm d=150mm d=100mm d=150mm d=150mm d=150mm d=150mm d=150mm d=150mm d=150mm d=150mm d=150mm d=150mm d=150mm d=150mm d=150mm d=150mm d=150mm d=150mm d=150mm d=100mm d=100mm d=100mm d=100mm d=150mm d=150mm d=150mm d=200mm TP d=100mm d=150mm Hidrante 1 d=100mm d=150mm Hidrante 3 1 REDUCCION 150 A 100 1Tee AB 150X150X150 1 CODO 90 d 150 mm AB 1Tee AB 150X150X150 1Tee AB 150X150X150 1Tee AB 150X150X150 1Tee AB 150X150X150 1Tee AB 150X150X150 1Tee AB 150X150X150 1Tee AB 150X150X150 1 CODO 90 d 100 mm AB 1 CODO 90 d 150 mm AB 1Tee AB 150X150X150 1 Tee AB 150X150X150 1 CODO 90 d 100 mm AB 1 VALVULA DE COMPUERTA d100mmHF BB 1 HIDRANTE DE POSTE d 100mm B 1 BOCALLAVE EXTENSION HF BC Nª 2 1 VALVULA DE COMPUERTA d100mmHF BB 1 HIDRANTE DE POSTE d 100mm B 1 BOCALLAVE EXTENSION HF BC Nª 2 1 VALVULA DE COMPUERTA d100mmHF BB 1 HIDRANTE DE POSTE d 100mm B 1 BOCALLAVE EXTENSION HF BC Nª 2 d=100mm d=100mm Hidrante 2 1 Tee AB 150X150X150 1 Tee AB 100X100X100 1 Tee AB 150X150X150 1 Cruz AB 150X150X150X150 1 REDUCCION 150 A 100 1 Cruz AB 150X150X150X150 Ø=200mm L=108.03m Ø=200mm L=103.99m Ø=200mm Ø=200mm Ø=200mm L=103.99m L=103.99m L=103.99m Ø=200mm L=107.87m Ø=200mm L=107.87m Ø=200mm L=107.87m Ø=200mm L=107.87m Ø=200mm L=111.87m Ø=200mm L=53m Ø=200mm L=53m Ø=200mm L=53m Ø=200mm L=53m Ø=200mm L=53m Ø=150mm L=40.00m Ø=150mm L=40.00m Ø=150mm L=40.00m Ø=150mm L=40.00m Ø=200mm L=40.00m Ø=200mm L=40.00m Ø=150mm L=40.00m Ø=150mm L=40.00m Ø=150mm L=4.53m Ø=200mm L=40.00m Ø=200mm L=40.00m Ø=200mm L=40.00m Ø=200mm L=40.00m 0+000.00 410,800 409,292 1,51 0+000.00 410,800 409,292 1,51 0+000.00 410,800 409,292 1,51 0+000.00 410,800 409,292 1,51 0+000.00 410,800 409,292 1,51 0+000.00 410,800 409,292 1,51 0+000.00 410,800 409,292 1,51 0+000.00 410,800 409,292 1,51 0+000.00 410,800 409,292 1,51 0+000.00 410,800 409,292 1,51 0+000.00 410,800 409,292 1,51 0+000.00 410,800 409,292 1,51 0+000.00 410,800 409,292 1,51 0+000.00 410,800 409,292 1,51 0+000.00 410,800 409,292 1,51 0+000.00 410,800 409,292 1,51 0+000.00 410,800 409,292 1,51 0+000.00 410,800 409,292 1,51 0+000.00 410,800 409,292 1,51 0+000.00 410,800 409,292 1,51 0+000.00 410,800 409,292 1,51 0+000.00 410,800 409,292 1,51 0+000.00 410,800 409,292 1,51 0+000.00 410,800 409,292 1,51 0+000.00 410,800 409,292 1,51 0+000.00 410,800 409,292 1,51 0+000.00 410,800 409,292 1,51 0+000.00 410,800 409,292 1,51 0+000.00 410,800 409,292 1,51 A-1 Norte PLOTEO: 20 : 1 HOJA N° PARCELAMIENTO Descripción: Propietarios: URBANIZACION "PARAISO DE LAS LOMAS" Proyecto: Decanatode Ingenieria Civil DISEÑO DE ACUEDUCTO INTEGRANTES: AutoCAD: P-Planta-AC-1 Fecha: Julio 2006 ESCALA A-1 Norte PLOTEO: 20 : 1 HOJA N° PARCELAMIENTO Descripción: Propietarios: URBANIZACION "PARAISO DE LAS LOMAS" Proyecto: Decanatode Ingenieria Civil DISEÑO DE ACUEDUCTO INTEGRANTES: AutoCAD: P-Planta-AC-1 Fecha: Julio 2006 ESCALA A-1 Norte PLOTEO: 20 : 1 HOJA N° PARCELAMIENTO Descripción: Propietarios: URBANIZACION "PARAISO DE LAS LOMAS" Proyecto: Decanatode Ingenieria Civil DISEÑO DE CLOACAS INTEGRANTES: AutoCAD: P-Planta-AC-1 Fecha: Julio 2006 ESCALA A-1 Norte PLOTEO: 20 : 1 HOJA N° PARCELAMIENTO Descripción: Propietarios: URBANIZACION "PARAISO DE LAS LOMAS" Proyecto: Decanatode Ingenieria Civil DISEÑO DE ACUEDUCTO INTEGRANTES: AutoCAD: P-Planta-AC-1 Fecha: Julio 2006 ESCALA \LNOTA: SEGUNDA ETAPA 222 VIVIENDAS N E S O BV EXISTENTE PROF. 3.5 M BV1 BV1.1 BV1.2 BV1.3 BV1.4 BV2 BV1.1.1 BV2.1 BV1.2.1 BV2.2 BV1.3.1 BV2.3 BV1.4.1 BV2.4 BV3 BV3.1 BV3.1.1 BV2.1.1 BV3.2 BV3.2.1 BV2.2.1 BV3.3 BV3.3.1 BV2.3.1 BV3.4 BV3.4.1 BV2.4.1 BV3.5 BV3.5.1 494.078 494.626 493.678 493.278 492.878 492.433 492.478 494.226 493.808 493.408 493.008 491.314 491.714 491.674 492.114 492.074 492.514 492.474 492.874 492.914 493.993 493.593 493.193 492.793 490.234 490.634 491.034 491.434 491.834 489.902 Ø=200mm L=108.03m Ø=200mm L=103.99m Ø=200mm Ø=200mm Ø=200mm L=103.99m L=103.99m L=103.99m Ø=200mm L=107.87m Ø=200mm L=107.87m Ø=200mm L=107.87m Ø=200mm L=107.87m Ø=200mm L=111.87m Ø=200mm L=53m Ø=200mm L=53m Ø=200mm L=53m Ø=200mm L=53m Ø=200mm L=53m Ø=200mm L=40.00m Ø=200mm L=40.00m Ø=150mm L=40.00m Ø=200mm L=40.00m Ø=200mm L=40.00m Ø=200mm L=40.00m Ø=200mm L=40.00m Ø=200mm L=40.00m Ø=150mm L=4.53m Ø=200mm L=40.00m Ø=200mm L=40.00m Ø=200mm L=40.00m Ø=200mm L=40.00m PROGRESIVAS C. TERRENO C. RASANTE BANQUEO 0+000.00 489,902 487,768 2,13 BVE DATUM:440,000 L = 33.21m d = 250 mm s = 0.5 % Q = 16.311 lps L = 111.87 m d =200 mm s = 1 % Q = 4,796 lps BV1 BV2 BV3 L = 108.03 m d =200 mm s = 1 % Q = 10.952lps PROGRESIVAS C. TERRENO C. RASANTE BANQUEO 2,3 BV1 DATUM:440,000 L = 40,00 m d = 200 mm s = 0.775 % Q = 5.067lps BV1.1 L = 40,00 m d =200 mm s = 1 % Q = 3,448 lps BV1.2 L = 40,00 m d =200 mm s = 1 % Q = 3,8 lps BV1.3 BV1.4 L = 40,00 m d =200 mm s = 1 % Q = 1,267 lps 0+033.21 490.234 487,934 2.3 0+141.24 491,314 489,014 2,3 0+259.11 492,433 490,133 2.3 0+040.00 490,634 488,244 2.39 0+080.00 491,034 488,644 2.39 0+120.00 491,434 489,044 2.39 0+160.00 491,834 489,444 2,39 PROGRESIVAS C. TERRENO C. RASANTE BANQUEO 2.3 BV2 L = 40,00 m d = 200 mm s = 0,675 % Q = 5,205 lps BV2.1 L = 40,00 m d =200 mm s = 1 % Q = 2,603 lps BV2.2 L = 40,00 m d =200 mm s = 1 % Q = 3,904 lps BV2.3 BV2.4 L = 40,00 m d =200 mm s = 1 % Q = 1,301 lps 0+040.00 491,714 489,284 2,43 0+080.00 492,114 489,684 2,43 0+120.00 492,514 490,084 2.43 0+160.00 492,914 490,484 2.43 PROGRESIVAS C. TERRENO C. RASANTE BANQUEO 490,133 2,3 BV3 L = 40,00 m d = 200 mm s = 1 % Q = 3,305lps L = 40,00 m d =200 mm s = 2 % Q = 0,834 lps BV3.1 BV3.2 BV3.3 L = 40,00 m d =200 mm s = 1 % Q = 1,669 lps L = 40,00 m d =200 mm s = 1 % Q = 2.,487 lps BV3.4 BV3.5 0+004.53 492,478 490,178 2,3 0+044.53 492,878 490,578 2,3 0+084.53 493.278 490,978 2,3 0+124.53 493,678 491,378 2,3 0+164.53 494.078 492,178 1,9 A-1 Norte PLOTEO: 20 : 1 HOJA N° PARCELAMIENTO Descripción: Propietarios: URBANIZACION "PARAISO DE LAS LOMAS" Proyecto: Decanatode Ingenieria Civil DISEÑO DE ACUEDUCTO INTEGRANTES: AutoCAD: P-Planta-AC-1 Fecha: Julio 2006 ESCALA PROGRESIVAS C. TERRENO C. RASANTE BANQUEO 2,39 BV1.1 L = 103,93 m d = 200 mm s = 2 % Q = 0.915 lps BV1.1.1 0+103.93 491,674 490,324 1,35 PROGRESIVAS C. TERRENO C. RASANTE BANQUEO 2,39 BV1.2 BV1.2.1 PROGRESIVAS C. TERRENO C. RASANTE BANQUEO 2,39 BV1.3 BV1.3.1 0+103.93 492,074 490,724 1,35 0+103.93 492,474 491,124 1,35 FE = 1.82 FE = 1.60 FE = 1. PROGRESIVAS C. TERRENO C. RASANTE BANQUEO 2,43 BV2.1 L = 107,87 m d = 200 mm s = 2 % Q = 0,949 lps BV2.1.1 PROGRESIVAS C. TERRENO C. RASANTE BANQUEO 2,39 BV1.4 BV1.4.1 PROGRESIVAS C. TERRENO C. RASANTE BANQUEO 2,43 BV2.2 BV2.2.1 PROGRESIVAS C. TERRENO C. RASANTE BANQUEO 2,43 BV2.3 BV2.3.1 0+103.93 492,874 491,524 1,35 0+107.87 492,793 491,443 1,35 0+107.87 493,193 491,843 1,35 0+107.87 492,243 1,35 PROGRESIVAS C. TERRENO C. RASANTE BANQUEO 0+000.00 2,3 BV3.1 L = 53,00 m d = 200 mm s = 2.8 % Q = 0,466 lps BV3.1.1 PROGRESIVAS C. TERRENO C. RASANTE BANQUEO 0+000.00 2,3 BV3.2 BV3.2.1 PROGRESIVAS C. TERRENO C. RASANTE BANQUEO 0+000.00 2,43 BV2.4 DATUM:440,000 L = 107,87 m d = 200 mm s = 1 % Q = 0,949 lps BV2.4.1 PROGRESIVAS C. TERRENO C. RASANTE BANQUEO 0+000.00 2,3 BV3.3 BV3.3.1 L = 53,00 m d = 200 mm s = 2.8 % Q = 0,466 lps PROGRESIVAS C. TERRENO C. RASANTE BANQUEO 0+000.00 2,3 BV3.4 BV3.4.1 L = 54,81 m d = 200 mm s = 2.735 % Q = 0,482 lps PROGRESIVAS C. TERRENO C. RASANTE BANQUEO 0+000.00 1,9 BV3.5 BV3.5.1 0+107.87 493,993 492,643 1,35 0+053.00 493,008 491,658 1,35 0+053.00 493,408 493,072 1,35 0+053.00 493,808 492,458 1,35 0+054.81 494,226 492,876 1,35 0+054.81 494,626 493,276 1,35 FE = 0.75 N E S O NODO: T NODO: 1 NODO: 2 NODO: 3 NODO: 4 NODO: 5 NODO: 6 NODO: 7 NODO: 8 NODO: 9 NODO: 10 NODO: 11 NODO: 12 NODO: 13 NODO: 14 NODO: 15 NODO: 16 NODO: 17 NODO: 18 NODO: 19 2 REDUCCIONES 200 A 150 1 Tee AB 200X200X200 d=100mm 1 CODO 90 d 100 mm AB 1 Tee AB 100X100X100 1 REDUCCION 150 A 100 1 Cruz AB 150X150X150X150 d=150mm 1Tee AB 150X150X150 d=150mm d=150mm 1 REDUCCION 150 A 100 NODO: 20 NODO: 21 NODO: 22 NODO: 23 NODO: 24 NODO: 25 1 REDUCCION 150 A 100 1 Tee AB 150X150X150 d150mm d150mm DETALLES DE LOS NODOS DEL ACUEDUCTO d=150mm d=150mm d=200mm d=150mm 1Tee AB 150X150X150 d=150mm 1Tee AB 150X150X150 d=150mm 1Tee AB 150X150X150 d=150mm d=100mm d=100mm d=150mm d=150mm d=150mm d=100mm d=150mm d=150mm d=150mm d=150mm d=150mm d=150mm d=150mm d=150mm d=150mm d=150mm d=150mm d=150mm d=150mm d=150mm d=150mm d=150mm d=150mm d=100mm d=100mm d=100mm d=100mm d=150mm d=150mm d=150mm d=200mm TP d=100mm d=150mm Hidrante 1 d=100mm d=150mm Hidrante 3 1 REDUCCION 150 A 100 1Tee AB 150X150X150 1 CODO 90 d 150 mm AB 1Tee AB 150X150X150 1Tee AB 150X150X150 1Tee AB 150X150X150 1Tee AB 150X150X150 1Tee AB 150X150X150 1Tee AB 150X150X150 1Tee AB 150X150X150 1 CODO 90 d 100 mm AB 1 CODO 90 d 150 mm AB 1Tee AB 150X150X150 1 Tee AB 150X150X150 1 CODO 90 d 100 mm AB 1 VALV. COM. d100mmHF BB 1 HIDRANTE d 100mm B 1 BOCA. EXTENSION HF BC Nª 2 1 VALVULA DE COMPUERTA d100mmHF BB 1 HIDRANTE DE POSTE d 100mm B 1 BOCALLAVE EXTENSION HF BC Nª 2 1 VALV. DE COMPUERTA d100mmHF BB 1 HIDRANTE DE POSTE d 100mm B 1 BOCALLAVE EXTENSION HF BC Nª 2 d=100mm d=100mm Hidrante 2 1 Tee AB 150X150X150 1 Tee AB 100X100X100 1 Tee AB 150X150X150 1 Cruz AB 150X150X150X150 1 REDUCCION 150 A 100 1 Cruz AB 150X150X150X150 FE = 1 DATUM:440,000 DATUM:440,000 DATUM:440,000 DATUM:440,000 DATUM:440,000 DATUM:440,000 DATUM:440,000 DATUM:440,000 DATUM:440,000 DATUM:440,000 DATUM:440,000 DATUM:440,000 DATUM:440,000 DATUM:440,000 L = 4,53 m d = 200 mm s = 1 % Q = 3.812lps L = 103,93 m d = 200 mm s = 2 % Q = 0.915 lps L = 103,93 m d = 200 mm s = 2 % Q = 0.915 lps L = 103,93 m d = 200 mm s = 2 % Q = 0.915 lps L = 107,87 m d = 200 mm s = 2 % Q = 0,949 lps L = 107,87 m d = 200 mm s = 2 % Q = 0,949 lps L = 53,00 m d = 200 mm s = 2.8 % Q = 0,466 lps L = 54,81 m d = 200 mm s = 2 % Q = 0,482 lps 0+000.00 0+000.00 0+000.00 0+000.00 0+000.00 0+000.00 0+000.00 0+000.00 0+000.00 0+000.00 490.234 492,433 491,314 487,934 489,014 490,634 488,244 491,034 488,644 491,434 489,044 491,834 489,444 491,714 489,284 492,114 489,684 492,514 490,084 493,593 492,914 490,484 492,478 490,178 492,878 490,578 493.278 490,978 493,678 491,378 494.078 492,178 Ø=250mm L=33.21m ABRAZADERA PVC d 75 MM TUBERIA PEAD d 20 mm d 75 mm ó CONECTOR PVC d 20 MM CORPORATION STOP d 3/4" TUBERIA MATRIZ PVC CAJA DE MEDIDOR d 3/4" LLAVE DE PASO MEDIDOR ( OPCIONAL ) METER YOKE A PLANTA TAPA DE H.F DREN CONEXION O SIMILAR B M E D I D O R LLAVE DE PASO B OPCIONAL d 3/4" TUBO DE COBRE TRONCONONICA TUBERIA MATRIZ PVC d 75 mm CONEXION H-1500 O SIMILAR d 3/4" ABRAZADERA PVC d 75 x 20 mm ( CORPORATION STOP ) O CONECTOR PVC d 20 mm TOMA PARTICULAR TIPO, CON CAJA DE MEDIDOR Y TAPA DE H.F. SECCION B-B 0.08 0.13 45° 0.05 0.08 0.035 TAPA DE H.F STANDARD I.N.O.S. M E D I D O R 0. 3 2 3 1 ALAMBRE N°8 0. 4 0 L=0.20 CAJA H.G d 3/4" MUELLER H-15450 METER YOKE d3/4" TUBERIA DE PEAD d 20 mm 0.04 0. 6 0 SECCION A-A VISTA ACERA BOMBA d 3 1/2" CONEXION PARA TUBO DE PLANTA TUBO DE 0.60 0.40 0.20 BLOQUE DE CONCRETO BLOQUE DE CONCRETO ALIMENT d100mm ALIMENT d100mm 0.60 0.30 0.15 VARIABLE ACERA MANGUERA d 2 1/2" HIDRANTE DE POSTE 2 CONEXION DE ANCLAJES TEES, CODOS E -EL ESPESOR "E" PUEDE SER MAYOR QUE EL ESPECIFICADO PUEDEN SER AMPLIADAS A JUICIO DEL INGENIERO RESIDENTE -LAS DIMENSIONES ESTAN REFERIDAS AL MINIMO, PERO -LOS POSTES DE ANCLAJES DEBEN SER VACIADOS EN TERRENO NO REMOVIDOS -USAR CONCRETO Rcc: 180 Kg/cm -LAS DIMENSIONES SON VALIDAS PARA d MENORES DE 6" COLOQUESE UNA LAMINA DE HIERRO #16 DETRAS DEL TAPON MACHO N O T A: TAPON MACHO d d C d L PLANTA C L 30cm VISTA DEL TAPON A A d A 5 5 CODOS A 90° TAPONES d TEES SECCION O 30cm VISTA d MM 150 Pulg. 6'' E Cm 15 A Cm 30 d Pulg. 6'' MM 150 C Cm 25 A Cm 30 L Cm 45 E Cm 30 d

Language	Spanish
Drawing Type	Section
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	approximately, area, autocad, DWG, instalaciones, kläranlage, peoples, population, provide, sanitary installations, section, Services, sewer, study, treatment plant

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