Full Project Drain DWG Full Project for AutoCAD

FULL PROJECT INCLUDES THE COMPLETE WATER CONNECTIONS FLAT; Longitudinal Profiles; STRETCH OF WATER IS THE MAP FEEDBACK; RUNNING AND DISTRIBUTION NETWORK WITH PLAN DUE AMOUNTS AND RESERVOIR; DETAIL OF CONNECTION AND BOXES DETAIL DOMICILIARY; VALVE BOX AND BLEEDING

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

Propose, Deza, Ddc, Dsc, Sdc, Cosiness, Caritas, From Peru, topography:, plane of:, scale:, date:, Prof. responsable:, drawing:, draft:, designer:, district:, location:, Plan nº:, Total of plans:, province:, General plans, Chiclayo pomalca, Aa. H H., Ronald flores, September, S.a.c., Of the drinking water systems alcatarillado of the great southern area province of definitive study, Ing. Sara silupu a., region:, Head of the project:, Lambayeque, Ing. A., Lambayeque, Provincial municipality of yauyos, Pilot project to improve management, District sustainability in water sanitation, entry, departure, Overflow cleaning, plant, Esc., cut, Esc., entry, cleaning, departure, Overflow, Projection: top, Cap met. Sanitary, cut, entry, gravel, Cap met. Sanitary, cut, Esc., Overflow, departure, cleaning, your B. entry, Connection Overflow, Overflow cleaning, departure, departure, Overflow cleaning, Esq. Isometrico of pipes, your B. Of income, your B. Overflow, your B. Network exit, Provide water outlet, In impermeable soils, Esc., Print esc., flat:, elaborated, flat, revised, scale, Water sanitation in yurma, Program, draft:, Ally micuy, Reservoir valve house, Department, province, district, location, Ancash, Yurt, I fell, Mcal. Luzuriaga, Ing. Williams cheppe v., Ing. Daniel quinto p., Indicated, date, specialty:, hydraulics, Protection sidewalk, detail, Technical specifications metallic sanitary cover: metallic angles of anchors for deck of anchors: for those of para for those for observation: all the covers will have a key, nut, Pipe kick in the back, tube, Pin detail, Lock detail, detail, plant, Anchor detail, detail, Crowbar anchor angle, cut, detail, Plain iron, Hole, flat:, elaborated, flat, revised, scale, Water sanitation in yurma, Program, draft:, Ally micuy, Detail of metal lid, Department, province, district, location, Ancash, Yurt, I fell, Mcal. Luzuriaga, Ing. Daniel quinto p., Indicated, date, specialty:, hydraulics, Ing. Williams cheppe v., Steel f’y, Technical specifications, concrete, Spills, Exterior cms., Pipe fittings, Walls cms., steel, Minimum coatings:, Armed: f’c, Fluids pressure., Peruvian technical standard iso para, Pvc accessories pipe must meet, Drain pipe: pvc salt, Metal carpentry, Covered with anticorrosive paint, Gate valve brass, Nipple of f, Universal union fºgº, entry, departure, Overflow cleaning, accessory, Cant, Diam., Accessories box, Pvc upr adapter, Pvc elbow, Gate valve brass, Nipple of f, Universal union fºgº, Pvc upr adapter, elbow, Gate valve brass, Nipple of f, Universal union fºgº, Pvc upr adapter, Bronze basket, Pvc overflow cone, Pvc tee, Elbow, Tee, Flange breaks waters, tee, Flange breaks waters, Elbow, Tee, Flange breaks waters, Pvc elbow, Simple union of, Simple union, Simple union of, detail, Technical specifications metallic sanitary cover: metallic angles of anchors for deck of anchors: for those of para for those for observation: all the covers will have a key, nut, Pipe kick in the back, tube, Pin detail, Lock detail, detail, plant, Anchor detail, detail, Crowbar anchor angle, cut, detail, Plain iron, Hole, Metal lid details, Caritas, From Peru, Print esc., flat:, elaborated, flat, revised, scale, Water sanitation in yurma, Program, draft:, Ally micuy, Department, province, district, location, Ancash, Yurt, I fell, Marshal luzuriaga, Ing. Williams cheppe v., Ing daniel quinto p., Indicated, date, specialty:, hydraulics, Purge valve for cleaning, plant, Esc., cut, Esc., Pvc upr adapter, gate valve, Arrives tub. Pvc sap, Sale tub. Pvc sap, Concrete f’c, Sale tub. Pvc sap, Cap met. Sanitary, Female plug with, Perforations, Sale tub. Pvc sap, Isometric, Arrives tub. Pvc sap, Sale tub. Pvc sap, Simple f’c, Pvc accessories pipe must meet, Pipe fittings, concrete, Technical specifications, Min covered with hepoxic paint, Metal carpentry, Peruvian technical standard iso para, Fluids pressure., your B. Pvc, Accessories purge valve no, Tee pvc sap, Upr adapter, Bronze damper valve, your B. Pvc sap, Pvc sap reduction, Female perforated pvc plug, your B. Pvc sap, Und, Und, description, unity, Gravel filter, Elbow pvc sap, Und, Female plug with, Perforations, Diam., Gate valve brass, Universal union fºgº, Arrives tub. Pvc sap, Sale tub. Pvc sap, Nipple of fºgº, Type purge valve detail, Esc., Pvc sap adapters, Cant, Diam., Cant, bronze, Universal union, Und, Nipple, Und, Arrives tub. Pvc sap, Sale tub. Pvc sap, Concrete f’c, Arrives tub. Pvc sap, Sale tub. Pvc sap, Cap met. Sanitary

Raw text data extracted from CAD file:

PROPILAS DEZA DDC DSC SDC COSUDE .10 .80 .10 .10 .15 .80 .20 .15 1.00 .15 .10 .80 .10 H .10 1.00 .15 .10 .10 .35 .60 .35 Cáritas del Perú .60 .60 .60 \A1;0.10 \A1;0.05 \A1;K+1mm \A1;K Topografia: Plano de: Escala: Fecha: Prof. Responsable: Dibujo: Proyecto: Proyectista: Distrito: Localidad: Plano Nº: Total de Planos: Provincia: PLANOS GENERALES CHICLAYO / POMALCA AA. HH. CHICLAYO-POMALCA RONALD FLORES R@GCOND SEPTIEMBRE - 2008 PG-XX 1de 24159 \W0.9;ANDREICO S.A.C. "REHABILITACION DE LOS SISTEMAS DE AGUA POTABLE Y ALCATARILLADO DE LA ZONA SUR GRANDE - PROVINCIA DE YAUYOS\C0;" - ESTUDIO DEFINITIVO - ING. SARA SILUPU A. Región: Jefe del Proyecto: LAMBAYEQUE 1 : 1,000 ING. LUIS LLANOS A. LAMBAYEQUE MUNICIPALIDAD PROVINCIAL DE YAUYOS 74990 \A1;0.10 \A1;0.05 \A1;K+1mm \A1;K PROYECTO PILOTO PARA MEJORAR LA GESTION Y LA SOSTENIBILIDAD DISTRITAL EN AGUA Y SANEAMIENTO INGRESO SALIDA LIMPIEZA Y REBOSE PLANTA ESC. 1:20 CORTE A-A ESC. 1:20 INGRESO LIMPIEZA SALIDA REBOSE 5 5 5 5 5 5 5 5 5 5 PROYECCION: Tapa Tapa Met. Sanitaria .60 x .60 e=1/8" A A 5 5 5 CORTE C-C B B INGRESO Grava Ø max=1/2" Ø 1/4"@.10 Tapa Met. Sanitaria .60 x .60 e=1/8" Ø 1/4"@.10 CORTE B-B ESC. 1:20 H REBOSE SALIDA LIMPIEZA TUB. INGRESO CONEX. A REBOSE 5 5 5 C C LIMPIEZA Y REBOSE SALIDA 5 5 SALIDA LIMPIEZA Y REBOSE 1 2 3 1 ESQ. ISOMETRICO DE TUBERIAS Tub. de Ingreso --> <-- Tub. Rebose y Limpieza <-- Tub. Salida a la Red 2 1 2 3 7 5 2 1 3 6 5 Proveer salida de agua en suelos impermeables 5 5 5 ESC. 1:20 3 2 2 3 3 2 1 2 2 4 4 4 4 1 3 2 4 2 5 6 5 6 14 6 13 2 3 2 2 1 2 3 4 8 5 7 1 2 3 2 8 9 4 6 2 2 2 8 3 7 3 2 3 8 4 4 5 9 2 2 7 7 2 9 5 2 IMPRIMIR A ESC. 1:20 - A2 PLANO: ELABORÓ : PLANO N°: REVISÓ : ESCALA : AGUA Y SANEAMIENTO EN YURMA (REH.) PROGRAMA "ALLY MICUY" PROYECTO: ALLY MICUY CASETA DE VALVULAS - RESERVORIO DEPARTAMENTO : PROVINCIA : DISTRITO : LOCALIDAD : ANCASH YURMA LLUMPA Mcal. LUZURIAGA ING. WILLIAMS CHEPPE V. ING. DANIEL QUINTO P. MARZO-2009 INDICADA CV-01 01/02 FECHA : ESPECIALIDAD: HIDRÁULICA 5 Vereda de protección Vereda de protección Vereda de protección 5 5 A Detalle 02 Detalle 04 A A A ESPECIFICACIONES TECNICAS Tapa metálica sanitaria: - Angulos metálicos de 1 1/4" - Plancha para cubierta de e=1/8" Anclajes: - 06 para las de 60*60cm - 04 para las de 40*50cm - 04 para las de 40*40cm - 03 para las de 30*30cm Observación: Todas las tapas contarán con una llave Tuerca soldada, Ø 3/8" Tubo soldado, F°G°, Ø 1/2", L=1 1/4" Patado en la parte posterior Perno, Ø 3/8", L=1" Tubo soldado, F°G°, Ø 1/2", L=3/4" DETALLE DE PIN DETALLE DE CERRADURA Detalle 04 Detalle 03 Detalle 01 PLANTA DETALLE DE ANCLAJE Detalle 01 Detalle 02 Detalle 05 Detalle 05 5 0.05 Angulo de 1 1/4". Anclaje tipo pata de gallo CORTE A-A Detalle 03 Fierro liso Ø 3/8", L=1/2" Orificio de Ø 3/8" + 1mm K+1mm K PLANO: ELABORÓ : PLANO N°: REVISÓ : ESCALA : AGUA Y SANEAMIENTO EN YURMA (REH.) PROGRAMA "ALLY MICUY" PROYECTO: ALLY MICUY DETALLE DE TAPA METALICA DEPARTAMENTO : PROVINCIA : DISTRITO : LOCALIDAD : ANCASH YURMA LLUMPA Mcal. LUZURIAGA ING. DANIEL QUINTO P. MARZO-2009 INDICADA CV-02 02/02 FECHA : ESPECIALIDAD: HIDRAULICA 5 5 3 3 9 10 10 ING. WILLIAMS CHEPPE V. Acero f'y = 4200 Kg/cm2 ESPECIFICACIONES TECNICAS CONCRETO TARRAJEOS Y DERRAMES Exterior 1 e=1 cms. TUBERIA Y ACCESORIOS Muros = 1.5 cms. ACERO RECUBRIMIENTOS MINIMOS: C° ARMADO: f'c =175 Kg/cm 2 fluidos a presión. Norma Técnica Peruana ISO 4422 para Tubería y accesorios PVC deben cumplir Tubería de desagüe: PVC SAL CARPINTERIA METALICA e min=1/8", cubierto con pintura anticorrosiva 2 3 4 Válvula Compuerta de Bronce Niple de Fº Gº Unión Universal FºGº 02 09 04 02 INGRESO SALIDA LIMPIEZA Y REBOSE 01 07 02 03 01 09 02 02 N° ACCESORIO CANT. DIAM. CUADRO DE ACCESORIOS 1 1 2 3 5 5 01 Adaptador UPR PVC Codo de PVC x 90° Válvula Compuerta de Bronce 1 02 2 3 4 Niple de Fº Gº Unión Universal FºGº Adaptador UPR PVC Codo F°G° x 90° 5 Válvula Compuerta de Bronce Niple de Fº Gº Unión Universal FºGº Adaptador UPR PVC 01 Canastilla BRONCE 6 01 6 Cono de Rebose PVC 4" a 2" 1 1/2" 6 Tee de PVC 01 Codo de F°G° Tee de F°G° 01 01 Brida Rompe Aguas 01 7 8 10 Tee F°G° Brida Rompe Aguas 7 9 01 01 03 01 7 8 Codo de F°G° Tee de F°G° 01 10 Brida Rompe Aguas 4 Codo de PVC x 90° 01 Unión Simple de F°G° 02 9 Union Simple F°G° 8 02 02 9 Unión Simple de F°G° 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 1 1/2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" A Detalle 02 Detalle 04 A A A ESPECIFICACIONES TECNICAS Tapa metálica sanitaria: - Angulos metálicos de 1 1/4" - Plancha para cubierta de e=1/8" Anclajes: - 06 para las de 60*60cm - 04 para las de 40*50cm - 04 para las de 40*40cm - 03 para las de 30*30cm Observación: Todas las tapas contarán con una llave Tuerca soldada, Ø 3/8" Tubo soldado, F°G°, Ø 1/2", L=1 1/4" Patado en la parte posterior Perno, Ø 3/8", L=1" Tubo soldado, F°G°, Ø 1/2", L=3/4" DETALLE DE PIN DETALLE DE CERRADURA Detalle 04 Detalle 03 Detalle 01 PLANTA DETALLE DE ANCLAJE Detalle 01 Detalle 02 Detalle 05 Detalle 05 5 0.05 Angulo de 1 1/4". Anclaje tipo pata de gallo CORTE A-A Detalle 03 Fierro liso Ø 3/8", L=1/2" Orificio de Ø 3/8" + 1mm K+1mm K DETALLES DE TAPA METALICA Cáritas del Perú .10 .40 .10 .10 .075 .50 .10 .40 .10 .10 .40 .10 .10 .40 .10 .20 .30 .10 .10 .10 .10 .10 .10 .10 .10 .20 .20 .30 .10 .40 .10 .10 .075 .50 .10 .40 .10 .10 .40 .10 .10 .40 .10 .20 .30 .20 .30 .10 .10 .10 .10 .10 .10 .30 .20 .30 .20 .80 .80 .43 .30 .43 .43 IMPRIMIR A ESC. 1:5 - A3 PLANO: ELABORÓ : PLANO N°: REVISÓ : ESCALA : AGUA Y SANEAMIENTO EN YURMA (REH.) PROGRAMA "ALLY MICUY" PROYECTO: ALLY MICUY DEPARTAMENTO : PROVINCIA : DISTRITO : LOCALIDAD : ANCASH YURMA LLUMPA MARISCAL LUZURIAGA ING. WILLIAMS CHEPPE V. ING DANIEL QUINTO P. DICIEMBRE- 2008 Indicada VPI-1 01/01 FECHA : ESPECIALIDAD: HIDRÁULICA VALVULA DE PURGA PARA LIMPIA T-I PLANTA ESC. 1:10 A A 5 5 5 CORTE A-A ESC. 1:10 5 Adaptador UPR PVC Válvula Compuerta Llega Tub. PVC SAP Ø 2" Sale Tub. PVC SAP Ø 2" Concreto f'c = 175 Kg/cm 2 Sale Tub. PVC SAP Ø 2" Tapa Met. Sanitaria de 0.40x0.40m. e=1/8" .075 5 5 5 5 5 5 5 5 5 5 Tapón hembra. con perforaciones 3/16" Sale Tub. PVC SAP Ø 2" 5 5 ISOMÉTRICO S/E Llega Tub. PVC SAP Ø 2" Sale Tub. PVC SAP Ø 2" Sale Tub. PVC SAP Ø2" 2 C° SIMPLE f'c = 175 Kg/cm Tubería y accesorios PVC deben cumplir TUBERIA Y ACCESORIOS CONCRETO ESPECIFICACIONES TECNICAS e mín = 1/8", cubierto con pintura hepóxica CARPINTERÍA METALICA Norma Técnica Peruana ISO 4422 para fluidos a presión. TUB. PVC C-7.5 Ø 1 1/2 " ACCESORIOS VALVULA DE PURGA No 5 5 5 5 5 5 C° f'c= 175 kg/cm2 \LINGRESO TEE PVC SAP Ø 1 1/2 " ADAPTADOR UPR Ø 2 " \LPURGA VALVULA COMPUERTA DE BRONCE Ø 2 " TUB. PVC SAP Ø 2 " REDUCCION PVC SAP DE 3" A 2 " TAPON PVC HEMBRA d 2 " PERFORADO \LSALIDA TUB. PVC SAP DE 1 1/2 " ml Und Und Und ml Und Und ml DESCRIPCION UNIDAD Filtro de Grava 5 5 5 CODO PVC SAP Ø 2" Und Tapón hembra. con perforaciones 3/16" 5 5 C° f'c= 175 kg/cm2 01 02 DIAM. Ø" Válvula Compuerta de bronce d 2" Union Universal FºGº d 2" Union Universal FºGº d 2" LLega Tub. PVC SAP d 2" Sale Tub. PVC SAP d 2" Niple de FºGº d 2" DETALLE DE VALVULA DE PURGA TIPO I ESC. 1:10 Adapatador PVC SAP d 2" Adapatador PVC SAP d 2" 0.50 01 02 01 3.00 02 01 0.50 02 0.50 01 02 01 3.00 02 0.50 02 CANT. DIAM. Ø" CANT. bronce Ø 2 1/2" UNION UNIVERSAL F°G° Ø 2 " Und 02 02 NIPLE F°G° Ø 2 " Und 02 02 A A 5 5 5 5 Llega Tub. PVC SAP Ø 2" Sale Tub. PVC SAP Ø 2" Concreto f'c = 175 Kg/cm 2 Llega Tub. PVC SAP Ø 2" Sale Tub. PVC SAP Ø 1" Tapa Met. Sanitaria de 0.40x0.40m. e=1/8" .075 5 5 5 5 5 5 5 5 5 5 2 C° SIMPLE f'c = 175 Kg/cm Tubería y accesorios PVC deben cumplir TUBERIA Y ACCESORIOS CONCRETO ESPECIFICACIONES TECNICAS e mín = 1/8" CARPINTERÍA METALICA Norma Técnica Peruana ISO 4422 para fluidos a presión. Sale Tub. PVC SAP Ø" 2 Llega Tub. PVC SAP Ø2" Tapón hembra. con perforaciones 2" Dado móvil de Cº f'c=175kg/cm2 5 5 Tapón hembra. con perforaciones 2" 5 5 5 5 5 5 5 5 1 3 Union universal PVC ADAPTADOR UPR PVC 01 01 01 N° ACCESORIO CANT. DIAM. CUADRO DE ACCESORIOS 4 Válvula compuerta de bronce 2" 2" 2" 2 Niple F°G° 2" X 2" 02 2" 1 2 4 3 1 2 4 3 MATERIALES CONCRETO F`C 175 kg/cm2 0.18 m3 02 5 Tapòn Hembra perforado PVC 2" Válvula Compuerta de bronce d 2" Union Universal PVC d 2" Union Universal PVC d 2" LLega Tub. PVC SAP d 2" Sale Tub. PVC SAP d 2" Niple de FºGº d 2" X 2" Adapatador PVC SAP d 2" Adapatador PVC SAP d 2" Dado móvil de Cº f'c=175kg/cm2 Filtro 01 6 TUB. PVC SAP L=2.00 m. 2 ISOMÉTRICO S/E .30 .20 DETALLE DADO MOVIL Tub. PVC 1" Desague Tapón H. con perf. Ø 1" PVC ESC. 1:10 VALVULA DE PURGA TIPO I VALVULA DE PURGA TIPO II PLANTA ESC. 1:10 CORTE A-A ESC. 1:10 DETALLE DE VALVULA DE PURGA TIPO II ESC. 1:10 .30 .20 DETALLE DADO MOVIL Tub. PVC 2" Desague Tapón H. con perf. Ø 2" PVC ESC. 1:10 REDUCCION PVC SAP DE 1 1/2" A 2 " Und 02 0.50 5 5 5 5 5 5 \A1;,05 \A1;,20 \A1;,05 \A1;,05 \A1;,30 \A1;,05 \A1;,40 \A1;,40 \A1;,05 \A1;.30 \A1;,05 \A1;0.30 \A1;ALTURA VARIABLE \A1;,02 \A1;,46 \A1;,46 \A1;,08 Cáritas del Perú Tub. matriz d 1 1/2" TEE PVC SAP d 1 1/2" Codo PVC d1/2"x90° Tub. PVC d1/2" Detalle B 5 5 5 5 5 5 5 CAJA DE PASO Tub. PVC d1/2" Tub. matriz d 1 1/2" Tub. PVC d1/2" ALTURA VARIABLE 0.30 0.2x0.3, e:1/8" 5 .30 5 TUBERIA MATRIZ CONEXION DE Tapa metalica Sanitaria Codo PVC d1/2"x90° Detalle B Tub. PVC d1/2" Tub. PVC d1/2" Detalle A 5 Tub. PVC d1/2" Cª f'c=175 kg/cm2 Codo PVC d1/2"x90° 5 5 5 5 MURO DE APOYO Detalle C Union Universal PVC d1/2" Niple de FºGº d1/2"x11/2" Adapatador UPR SAP d1/2" Adapatador UPR SAP d1/2" Tub. PVC d1/2" Tub. PVC d1/2" Union Universal PVC d1/2" DETALLE B ESC. 1:5 PVC d1/2" Llave de paso Tee PVC 1 1/2" PLANO: ELABORÓ : PLANO N°: REVISÓ : ESCALA : AGUA Y SANEAMIENTO EN YURMA (REHA.) PROGRAMA "ALLY MICUY" PROYECTO: ALLY MICUY CONEXIONES DOMICILIARIAS DEPARTAMENTO : PROVINCIA : DISTRITO : LOCALIDAD : ANCASH YURMA LLUMPA Mcal. LUZURIAGA ING. WILLIAMS CHEPPE V. ING. DANIEL QUINTO P. MRAZO-2009 1:20 CD-01 01/01 FECHA : ESPECIALIDAD: ESTRUCTURAS CONCRETO F`C 140 kg/cm2 MATERIALES 0.12 m3 CONCRETO F`C 175 kg/cm2 0.029 m3 Reduccion PVC SAP 1 1/2" a 1/2" 2 C° SIMPLE f'c = 175 Kg/cm Tubería y accesorios PVC deben cumplir TUBERIA Y ACCESORIOS CONCRETO ESPECIFICACIONES TECNICAS e mín = 1/8", cubierto con pintura hepóxica CARPINTERÍA METALICA Norma Técnica Peruana ISO 4422 para fluidos a presión. f'c=140 kg/cm2 Solado e:4" ESC. 1:20 ACCESORIOS Union Universal PVC SAP 1/2" Codo PC SAP de 1/2" x 90 ° Valvula de paso 1/2" Adaptador UPR SAP de 1/2" Reduccion PVC de 1" a 1/2" Tee PVC SAP de 1" Niple F°G de 1/2" x 1 1/2" 02 01 01 02 01 01 02 CANT. ESC. 1:20 DETALLE A ESC. 1:2.5 EQUIVALENCIAS DE "ø" EN PULGADAS A "mm" 1/2" ø 20 mm 3/4" ø 25 mm 1" ø 32 mm 1 1/4" ø 40 mm 1 1/2" ø 50 mm 2" ø 63 mm 2 1/2" ø 75 mm 3" ø 90 mm REVISADO N.P.T. \A1;b \A1;h \A1;H \A1;0.30 \A1;0.70 \A1;0.10 \A1;0.30 \A1;0.30 \A1;4.00 \A1;0.30 \A1;0.30 \A1;z \A1;0.30 \A1;3.40 \A1;0.30 \A1;4.00 \A1;0.80 \A1;1.20 \A1;0.30 \A1;2.40 \A1;0.30 \A1;5.00 \A1;0.30 \A1;0.15 \A1;0.15 \A1;0.60 DOBLADO DE ESTRIBOS DESARR0LLO. EN EXT. DE VIGA NUCLEO CONFINADO EMPALME EN DIFERENTES EMPALMES FUERA DE LA ZONA DE CONFINAMINENTO PARTES TRATANDO DE HACER DE EMPALME LONGUITUD L2 DE VIGAS d L1 VIGA DOBLAR EN EL INTERIOR DEL EN EXTREMOS DESARROLLO LONGUITUD DE L 0.55 m 0.75 m d 5/8" 3/4" VIGA 1" 1.00 m VIGA EMPALME DE COLUMNAS DE DOBLADO LONGUITUD LONGUITUD DE TRASLAPE 5/8" 0.70 0.30 cm. 0.45 0.35 1/2" 0.50 COLUMNA MINIMO 0.60 3/4" 0.90 1" L2 1.80 1.10 1/2" 0.50 5/8" 0.70 3/8" 0.40 d T 3/4" 0.80 1" 1.30 r 2 cm. 3 cm. d 1/4" 3/8" a 8 cm. 13 cm. ZONA DE TRASLAPE EN VIGAS 0.45 m 1/2" 0.35 m 3/8" 1.20 Z-1 0.30 0.80 d 1/4" @ 0.20 AMBOS SENTIDOS CUADRO DE ZAPATAS H TIPO a b h ACERO (d) b h H d \A1;a d 0.30 ESC 1/50 DETALLE DE ZAPATA CON COLUMNA SOLADO Rto @ .20 C/EXT. 1 @ .05 3 @ .10 5 @ .15 5 5 5 Fondo de vigas ...................................... 20 dias mìnimo Lateral de vigas .................................... 24 horas mìnimo Armaduras ........................................ - no deben soldarse. Zapataz Zc y cimiento corrido ( c/c ) Monoliticamente. DESENCOFRADO Columnas ............................................. 24 horas mìnimo. COLUMNAS PROYECTADAS C-1 Rto @ .20 C/EXT. 1 @ .05 3 @ .10 5 @ .15 d 3/8" 5 5 2 d 1/2" 2 d 1/2" 2 d 3/8" ESC 1/50 Ø 1/4", 1@0.05,2@0.10,3@0.15,Rto.@0.25 A/E 5 1 d 1/2" 2 d 1/2" VIGA (0.30 x 0.30) ESC 1/50 1 1 1 d 1/2" 2 d 1/2" 1 d 1/2" 1 1 CORTE 1-1 Rto @ .20 C/EXT. 1 @ .05 2 @ .10 3 @ .15 d 3/8" 5 5 2 d 1/2" 2 d 1/2" 2 d 3/8" ESC 1/50 z z 3.00 5 3.40018630964795 0.2992536768024365 4.002018930851477 0.7994773314233612 1.199968841147893 0.2958527202764856 2.400094143064194 0.3046676278032123 4.999821803201286 5 5 5 0.599305183364379 F´C=175 KG/CM2 ESC 1/50 RAT1 2 3716.10 RAT2 22 3716.11 TOMAAGUA 24 3721.98 BM4 26 3718.10 TUBERIA 30 3714.40 CARRETERA 31 3714.62 CASA 32 3714.88 TUBERIA 33 3714.44 INICPISGRA 34 3714.46 TUBERIA 35 3713.64 CARRETERA 36 3713.61 TUBERIA 37 3713.02 EJEALCAN 38 3712.98 EJEALCAN 39 3713.07 EST3 40 3712.45 RAT3 41 3712.48 EST4 42 3713.20 TUBERIA 43 3711.16 CARRETERA 44 3711.43 CARRETERA 47 3708.18 TUBERIA 48 3707.90 TUBERIA 49 3704.25 CARRETERA 50 3704.49 CARRETERA 51 3703.76 TUBERIA 52 3703.79 CARRETERA 53 3702.12 TUBERIA 54 3702.22 TUBERIA 55 3701.13 EST5 56 3701.24 RAT5 57 3701.04 CARRETERA 58 3701.05 CARRETERA 62 3698.96 TUBERIA 63 3698.82 TUBERIA 64 3696.96 CARRETERA 65 3698.57 EST6 67 3694.46 TUBERIA 71 3694.08 CARRETERA 72 3694.26 CARRETERA 74 3694.10 EJEALCAN 75 3692.92 EJEALCAN 76 3692.86 CARRETERA 77 3693.12 TUBERIA 78 3692.93 EJEALCAN 79 3692.59 EJEALCAN 80 3692.53 RAT8 81 3692.64 EST8 82 3692.55 RESERBORIO 83 3703.89 RESERBORIO 84 3704.88 BM 86 3705.48 PROPIE 95 3704.24 COLE 96 3692.61 PROPIE 97 3699.66 EJECARRETE 98 3692.69 EJECARRETE 99 3697.14 CARRETERA 100 3697.00 PROPIE 101 3693.94 PROPIE 102 3694.20 CARRETERA 103 3698.55 PROPIE 104 3694.28 PROPIE 105 3693.96 CARRETERA 106 3695.88 PROPIE 107 3692.55 PROPIE 109 3694.69 PROPIE 110 3697.78 PROPIE 111 3696.94 CANAL 112 3693.69 CARRETERA 113 3694.46 CANAL 114 3693.71 PROPIE 115 3693.97 PROPIE 116 3692.64 PROPIE 117 3691.71 COLE 118 3691.21 CARRETERA 121 3691.14 CARRETERA 123 3691.57 CARRETERA 124 3691.48 RAT9 126 3691.34 ESQPARQE 128 3690.86 ESQPARQE 129 3691.27 ESQPARQE 130 3691.64 PARQE 131 3690.88 PARQE 132 3690.04 ESQPARQE 133 3689.30 ESQPARQE 134 3689.42 ESQPARQE 135 3691.22 ESQPARQE 136 3691.32 ESQPARQE 137 3691.51 ESQPARQE 138 3692.78 ESQPARQE 140 3692.84 ESQPARQE 141 3692.80 ESQPARQE 142 3692.39 ESQPARQE 143 3691.54 ESQPARQE 144 3690.73 ESQPARQE 145 3690.53 PARQE 146 3692.10 PARQE 147 3691.08 EST10 148 3689.46 CARRETERA 149 3693.62 EST11 150 3693.90 CARRETERA 151 3696.39 CARRETERA 152 3696.68 CARRETERA 153 3698.59 CARRETERA 154 3698.21 CARRETERA 155 3694.19 CARRETERA 156 3693.90 CARRETERA 158 3689.75 CARRETERA 159 3689.21 CARRETERA 160 3688.95 CARRETERA 161 3688.30 RELLENO 162 3687.89 CARRETERA 163 3689.45 CARRETERA 164 3687.50 CARRETERA 165 3687.41 CARRETERA 166 3687.38 CARRETERA 167 3687.23 CARRETERA 168 3686.06 CARRETERA 169 3685.90 CARRETERA 170 3685.94 CARRETERA 171 3686.09 EST12 172 3686.08 RAT12 173 3686.04 CARRETERA 174 3680.54 CARRETERA 175 3680.63 CARRETERA 176 3680.11 CARRETERA 177 3680.03 CARRETERA 178 3680.67 CARRETERA 179 3678.30 CARRETERA 180 3679.84 CARRETERA 181 3679.84 RELLENO 182 3689.29 CARRETERA 183 3689.30 EST13 184 3690.83 EST14 185 3691.15 CARRETERA 187 3685.96 CARRETERA 188 3685.67 CARRETERA 189 3685.57 CARRETERA 190 3685.30 CARRETERA 191 3685.39 CARRETERA 192 3684.79 CARRETERA 193 3684.76 CARRETERA 196 3682.94 CARRETERA 197 3682.90 CANAL 198 3692.80 CANAL 199 3691.40 CANAL 200 3691.44 CANAL 201 3691.25 CANAL 202 3690.66 CARRETERA 203 3690.43 CARRETERA 204 3691.07 CARRETERA 205 3691.32 CARRETERA 206 3688.37 CARRETERA 207 3688.32 CARRETERA 208 3688.03 CARRETERA 209 3687.86 CARRETERA 210 3683.92 CARRETERA 211 3683.77 EST15 212 3681.02 RAT15 213 3681.21 CARRETERA 214 3681.09 CARRETERA 215 3681.23 CARRETERA 216 3682.20 CARRETERA 217 3682.78 EST16 218 3681.78 RELLENO 219 3680.72 RELLENO 220 3680.94 CARRETERA 221 3681.02 CARRETERA 222 3681.00 CARRETERA 223 3680.24 CARRETERA 224 3680.30 CARRETERA 225 3678.21 CARRETERA 226 3678.10 CARRETERA 227 3677.71 CARRETERA 228 3677.62 CARRETERA 229 3677.54 CARRETERA 230 3677.53 CARRETERA 231 3676.88 CARRETERA 232 3676.98 CARRETERA 233 3676.71 CARRETERA 234 3676.74 CARRETERA 235 3676.27 CARRETERA 236 3676.34 CARRETERA 237 3675.97 CARRETERA 238 3676.02 CARRETERA 239 3676.02 CARRETERA 240 3675.99 CARRETERA 241 3675.64 CARRETERA 242 3675.69 CARRETERA 243 3675.47 CARRETERA 244 3674.79 CARRETERA 245 3674.87 CARRETERA 246 3674.71 CARRETERA 247 3674.79 CARRETERA 248 3674.72 EST17 249 3680.65 CARRETERA 250 3682.01 CARRETERA 251 3682.59 RELLENO 252 3682.57 CARRETERA 253 3683.86 CARRETERA 255 3683.68 CARRETERA 256 3683.47 CARRETERA 257 3684.16 RELLENO 258 3683.35 CARRETERA 259 3683.51 CARRETERA 260 3680.73 CARRETERA 261 3680.67 CARRETERA 262 3680.92 CARRETERA 263 3683.70 CARRETERA 264 3684.00 CARRETERA 265 3686.54 CARRETERA 266 3686.98 CARRETERA 267 3686.69 CARRETERA 268 3687.17 EJEALCAN 269 3687.01 EJEALCAN 270 3687.06 CARRETERA 271 3689.36 CARRETERA 272 3679.98 CARRETERA 273 3679.84 CARRETERA 274 3678.08 CARRETERA 275 3678.85 CARRETERA 276 3678.62 CARRETERA 277 3677.39 CARRETERA 278 3677.39 CARRETERA 279 3676.64 CARRETERA 280 3676.82 CARRETERA 282 3676.09 CARRETERA 283 3675.96 CARRETERA 284 3674.68 CARRETERA 285 3675.04 EST 286 3673.04 RAT18 287 3673.23 CARRETERA 288 3674.02 CARRETERA 289 3674.03 CARRETERA 290 3672.38 CARRETERA 291 3672.39 CARRETERA 292 3669.99 CARRETERA 293 3670.08 CARRETERA 294 3669.08 CARRETERA 295 3669.16 EST19 296 3666.55 RAT19 297 3667.01 CARRETERA 298 3665.61 CARRETERA 299 3665.61 CARRETERA 300 3665.17 CARRETERA 301 3665.09 EST20 302 3666.94 RAT20 303 3667.01 CARRETERA 306 3667.27 CARRETERA 307 3667.02 CARRETERA 308 3667.01 CARRETERA 309 3666.96 CARRETERA 310 3666.04 CARRETERA 311 3666.12 CARRETERA 312 3665.60 CARRETERA 313 3665.35 EST21 316 3663.43 EST21 317 3663.62 CARRETERA 318 3663.46 CARRETERA 319 3665.26 CARRETERA 320 3664.07 CARRETERA 322 3664.46 CARRETERA 323 3664.35 CARRETERA 324 3661.68 CARRETERA 325 3661.57 CARRETERA 326 3660.63 CARRETERA 327 3660.48 RAT22 329 3659.52 CARRETERA 330 3658.76 CARRETERA 331 3659.06 CARRETERA 332 3657.68 CARRETERA 333 3657.76 CARRETERA 334 3656.33 CARRETERA 335 3656.32 EST23 336 3655.11 RAT23 337 3654.90 EST24 338 3658.68 PL 339 3659.04 PL 340 3656.52 PL 341 3659.57 PL 342 3654.04 PL 343 3656.72 RELLENO 344 3649.81 RELLENO 345 3649.78 RELLENO 346 3647.47 RELLENO 347 3649.53 RELLENO 348 3646.88 RELLENO 349 3648.13 RELLENO 350 3647.26 RELLENO 351 3648.14 RELLENO 352 3646.58 RELLENO 353 3649.05 RELLENO 354 3646.46 RELLENO 355 3649.47 RELLENO 356 3645.84 RELLENO 357 3649.96 RELLENO 358 3650.04 RELLENO 359 3645.34 RELLENO 360 3649.44 RELLENO 361 3644.54 RELLENO 362 3649.15 RELLENO 363 3648.48 RELLENO 364 3645.71 RELLENO 365 3650.39 RELLENO 366 3647.11 RELLENO 367 3652.59 BALICATA 368 3648.75 CARRETERA 370 3654.77 CARRETERA 372 3656.17 CARRETERA 373 3656.15 CARRETERA 374 3654.10 CARRETERA 375 3653.93 CARRETERA 376 3655.75 CARRETERA 377 3655.57 CARRETERA 378 3653.00 CARRETERA 379 3653.02 CARRETERA 381 3651.24 CARRETERA 382 3650.29 CARRETERA 383 3650.52 EST26 384 3649.69 RAT26 385 3650.08 CARRETERA 386 3650.12 CARRETERA 387 3650.15 CARRETERA 388 3646.54 CARRETERA 389 3646.65 CARRETERA 390 3643.43 CARRETERA 391 3643.56 CARRETERA 392 3646.07 CARRETERA 393 3646.58 394 3647.21 395 3647.35 397 3647.58 398 3646.30 399 3646.30 400 3644.74 401 3645.11 402 3642.84 403 3642.91 405 3641.74 CARRETERA 406 3642.82 CARRETERA 407 3639.29 CARRETERA 408 3634.61 CARRETERA 409 3634.75 CARRETERA 410 3632.65 CARRETERA 411 3632.30 CARRETERA 412 3632.99 CARRETERA 413 3629.74 CARRETERA 414 3629.56 CARRETERA 416 3629.34 CARRETERA 417 3628.74 CARRETERA 418 3628.56 AD 419 3628.10 AD 420 3628.21 AD 421 3628.81 CARRETERA 426 3635.59 CARRETERA 427 3635.31 CARRETERA 428 3635.81 CARRETERA 429 3633.64 CARRETERA 430 3633.84 CARRETERA 431 3631.98 CARRETERA 432 3632.14 CARRETERA 433 3636.33 CARRETERA 434 3635.13 CARRETERA 435 3636.21 CARRETERA 436 3636.04 CARRETERA 437 3637.13 CARRETERA 438 3637.09 CARRETERA 440 3638.49 PUENTE 441 3634.87 PUENTE 442 3634.74 PUENTE 444 3633.34 PUENTE 445 3633.21 NORTE MAGNETICO NM S=1% S=1% 1% \A1;15.1689 \A1;9.3833 COLEGIO MUNICIPALIDAD COMANDANTE ZARATE BRASIL JUNIN PLANTA DE TRATAMIENTO UNCP ESTACION EXPERIMENTAL TOMA DE AGUA ENTRADA A ZONA DE PLANTA DE TRATAMIENTO 8712197.15 N - 407932.30 E TOMA DE AGUA 8712184.92 N - 407966.65 E BM 4 8712227.67 N - 408031.47 E BM 3 8713022.41 N - 408993.66 E TAPA DE RESERVORIO 8712858.66 N - 411383.10 E BM 10 8712883.99 N - 410710.99 E BM 9 8713059.11 N - 409173.94 E BM 8 8712797.75 N - 408595.54 E BM 6 8712197.15 N - 407932.30 E TOMA DE AGUA 8712227.67 N - 408031.47 E BM 3 8712797.75 N - 408595.54 E BM 6 8713022.41 N - 408993.66 E TAPA DE RESERVORIO - BM 7 8713059.11 N - 409173.94 E BM 8 8712883.99 N - 410710.99 E BM 9 COORDENADAS DE BMS ESTADIO PARQUE PUENTE PUENTE COTA: 3721.98 3720 3715 3710 3705 3700 3700 3695 3705 3700 3695 3690 3695 3685 3680 3675 3670 3665 3665 3665 3660 3655 3650 3650 3645 3655 3650 3645 3640 3635 3645 3630 3635 01 2 3 4 5 7 8 9 10 11 12 13 14 15 16 17 42 43 44 45 18 19 20 21 22 23 24 25 26 27 28 46 93 94 95 96 98 97 99 100 102 105 106 107 108 103 104 69 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 35 36 37 38 39 40 41 89 88 87 86 85 84 83 82 81 80 79 77 78 76 75 74 73 72 71 70 112 109 110 111 113 114 115 116 118 117 119 120 123 124 122 125 126 127 128 129 131 130 132 133 134 135 136 137 138 34 29 30 31 32 33 6 163 164 165 166 140 141 145 144 143 142 146 147 148 149 150 151 152 153 154 155 156 157 158 159 160 161 162 101 121 139 MZ-T ESCUELA COMUNAL LOCAL PLANO DE PLANTA ESCALA 1:2000 AGUA POTABLE - YAULI 0+040 0+060 0+080 0+100 0+120 0+140 0+160 0+180 0+200 0+220 0+240 0+260 0+280 0+300 0+320 0+340 0+360 0+380 0+400 0+420 0+440 0+460 0+480 0+500 0+520 0+540 0+560 0+580 0+600 0+620 0+640 0+660 Ø 2" - PVC - C-10. Ø 2" - PVC - C-10. Ø 2" - PVC - C-10. Ø 2" - PVC - C-10. Ø 2" - PVC - C-10. Ø 2" - PVC - C-10. Ø 2" - PVC - C-10. PISCIGRANJA Ø 2" - PVC - C-10. Ø 2" - PVC - C-10. Ø 2" - PVC - C-10. Ø 2" - PVC - C-10. Ø 2" - PVC - C-10. Ø 2"-PVC-C-10. Ø 2" - PVC - C-10. Ø 2" - PVC - C-10. Ø 1" - PVC - C-7.5. Ø 2" - PVC - C-10. Ø 2"-PVC-C-10. Ø 1" - PVC - C-7.5. Ø 1" - PVC - C-7.5. Ø 2" - PVC - C-10. Ø 2" - PVC - C-10. Ø 2" - PVC - C-10. Ø 1"-PVC-C-7.5. Ø 2" - PVC - C-10. Ø 2" - PVC - C-10. Ø 2" - PVC - C-10. Ø 1"-PVC-C-7.5. Ø 1"-PVC-C-7.5. Ø 1"-PVC-C-7.5. Ø 2" - PVC - C-10. Ø 2" - PVC - C-10. Ø 1"-PVC-C-7.5. Ø 2" - PVC - C-10. Ø 2" - PVC - C-10. Ø 2" - PVC - C-10. Ø 2" - PVC - C-10. Ø 1"-PVC-C-7.5. Ø 1"-PVC-C-7.5. Ø 1"-PVC-C-7.5. Ø 2" - PVC - C-10. Ø 2" - PVC - C-10. Ø 2" - PVC - C-10. Ø 2" - PVC - C-10. Ø 2" - PVC - C-10. Ø 2" - PVC - C-10. Ø 2" - PVC - C-10. Ø 2" - PVC - C-10. Ø 2" - PVC - C-10. Ø 2" - PVC - C-10. Ø 2" - PVC - C-10. Ø 2" - PVC - C-10. Ø 2" - PVC - C-10. Ø 2" - PVC - C-10. Ø 2" - PVC - C-10. Ø 2" - PVC - C-10. Ø 1"-PVC-C-7.5. Ø 1"-PVC-C-7.5. Ø 2" - PVC - C-10. Ø 1"-PVC-C-7.5. Ø 1"-PVC-C-7.5. Ø 2" - PVC - C-10. \A1;407800 \A1;408000 \A1;408200 \A1;408400 \A1;408600 \A1;408800 \A1;409000 \A1;409200 \A1;409400 \A1;409600 \A1;409800 \A1;410000 \A1;410200 \A1;410400 \A1;410600 \A1;410800 \A1;411000 \A1;411200 \A1;411400 \A1;8712600 \A1;8712800 \A1;8712400 \A1;8712200 \A1;8712600 \A1;8712800 \A1;8712400 \A1;8712000 \A1;8712600 \A1;8712800 \A1;8712200 \A1;8712000 \A1;8712600 \A1;8712800 \A1;8712200 \A1;8712000 \A1;8712800 \A1;8712400 \A1;8712200 \A1;8712000 \A1;8712400 \A1;8712000 \A1;8712600 \A1;8712400 \A1;8712000 \A1;8712600 \A1;8712400 \A1;8712000 \A1;8712400 \A1;8712200 \A1;8712000 \A1;8712400 \A1;8712200 \A1;8712000 \A1;8712600 \A1;8712400 \A1;8712200 \A1;8712000 \A1;8712600 \A1;8712400 \A1;8712200 \A1;8712000 \A1;8712800 \A1;8712400 \A1;8712200 \A1;8712000 \A1;8712800 \A1;8712400 \A1;8712200 \A1;8712000 \A1;8712600 \A1;8712800 \A1;8712400 \A1;8712200 \A1;8712000 \A1;8712600 \A1;8712800 \A1;8712400 \A1;8712200 \A1;8712000 \A1;8712800 \A1;8712400 \A1;8712200 \A1;8712000 \A1;8712600 \A1;8712800 \A1;8712400 \A1;8712200 \A1;8712000 \A1;8712600 \A1;8712800 \A1;8712400 \A1;8712200 \A1;8712000 \A1;407800 \A1;408000 \A1;408200 \A1;408400 \A1;408600 \A1;409800 \A1;410200 \A1;410400 \A1;410600 \A1;410800 \A1;411000 \A1;411200 \A1;411400 \A1;407800 \A1;408000 \A1;408200 \A1;408400 \A1;409000 \A1;409200 \A1;409400 \A1;409600 \A1;409800 \A1;410000 \A1;410600 \A1;410800 \A1;411000 \A1;411200 \A1;411400 \A1;407800 \A1;408000 \A1;408600 \A1;409400 \A1;409600 \A1;409800 \A1;410000 \A1;410200 \A1;410400 \A1;410600 \A1;410800 \A1;411000 \A1;411200 \A1;411400 \A1;407800 \A1;408200 \A1;408400 \A1;408600 \A1;408800 \A1;409000 \A1;409200 \A1;409400 \A1;409600 \A1;409800 \A1;410000 \A1;410200 \A1;410400 \A1;410600 \A1;410800 \A1;411000 \A1;411200 \A1;411400 VALVULA DE PURGA COTA: 3692.30 msnm. PROG: 1+306.91 0+020 0+000 Km CAPTACION PROYECTADO: (manantial) PROG: 0+000 Cerco Perimetrico CODO PVC 45º DE 2" CODO PVC 45º DE 2" CODO PVC 45º DE 2" CODO PVC 45º DE 2" CODO PVC 45º DE 2" CODO PVC 45º DE 2" RESERVORIO EXISTENTE A MEJORAR COTA: 3704.40 msnm. PROG: 1+346.034 COTA: 3718.60 msnm. BM .7 MZ-B TEE PVC DE 2" CODO PVC 45º DE 1" CODO PVC 90º DE 2" CODO PVC 45º DE 2" TEE PVC DE 2" TEE PVC DE 2" TEE PVC DE 2" CODO PVC 90º DE 1" TAPON PVC DE 2" CODO PVC 90º DE 1" TEE PVC DE 2" TEE PVC DE 1" CODO PVC 90º DE 1" TEE PVC DE 2" TEE PVC DE 1" CODO PVC 45º DE 2" CODO PVC 45º DE 2" CODO PVC 45º DE 2" CODO PVC 45º DE 2" Ø 2" - PVC - C-7.5. CODO PVC 45º DE 2" CODO PVC 45º DE 2" YEE PVC DE 2" CODO PVC 45º DE 2" TEE PVC DE 2" TEE PVC DE 2" TEE PVC DE 2" YEE PVC DE 2" \A1;407800 \A1;408200 \A1;408400 \A1;408600 \A1;408800 \A1;409000 \A1;409200 \A1;409400 \A1;409600 \A1;409800 \A1;410000 \A1;410200 \A1;410400 \A1;410600 \A1;410800 \A1;411000 \A1;411200 \A1;411400 \A1;408000 \A1;408200 \A1;408400 \A1;408600 \A1;408800 \A1;409000 \A1;409200 \A1;409400 \A1;409600 \A1;409800 \A1;410000 \A1;410200 \A1;410400 \A1;410600 \A1;410800 \A1;411000 \A1;411200 \A1;411400 \A1;8713000 \A1;8713000 \A1;8713000 \A1;8713000 \A1;8713000 \A1;8713000 \A1;8713000 \A1;8713000 \A1;8713000 \A1;8713000 \A1;8713000 \A1;8713000 \A1;8713000 \A1;8713000 \A1;8713000 \A1;8713000 \A1;8713000 \A1;8713000 \A1;8713000 \A1;8713200 \A1;8713200 \A1;8713200 \A1;8713200 \A1;8713200 \A1;8713200 \A1;8713200 \A1;8713200 \A1;8713200 \A1;8713200 \A1;8713200 \A1;8713200 \A1;8713200 \A1;8713200 \A1;8713200 \A1;8713200 \A1;8713200 \A1;8713200 \A1;8713200 \A1;8713400 \A1;8713400 \A1;8713400 \A1;8713400 \A1;8713400 \A1;8713400 \A1;8713400 \A1;8713400 \A1;8713400 \A1;8713400 \A1;8713400 \A1;8713400 \A1;8713400 \A1;8713400 \A1;8713400 \A1;8713400 \A1;8713400 \A1;8713400 \A1;8713400 \A1;408000 \A1;407800 \A1;8712000 \A1;408600 \A1;408600 \A1;8712400 \A1;8712400 \A1;408600 \A1;408800 \A1;408800 \A1;409000 \A1;409200 \A1;409400 \A1;409600 \A1;410000 \A1;410200 \A1;8712600 \A1;8712600 \A1;8712600 \A1;8712800 \A1;8712800 \A1;8712800 \A1;8712800 \A1;8712800 \A1;8712800 \A1;8712800 \A1;8713400 \A1;8713400 \A1;8712000 \A1;8712000 \A1;8712200 \A1;8712400 \A1;8712600 \A1;8712800 \A1;8713000 \A1;8713200 \A1;411600 \A1;411600 \A1;411600 \A1;411600 \A1;411600 \A1;411600 \A1;411600 \A1;411400 \A1;411200 \A1;411800 \A1;411800 \A1;411800 \A1;411800 \A1;411800 \A1;411800 \A1;411800 \A1;8713200 \A1;8713000 \A1;8712800 \A1;8712600 \A1;8712400 \A1;8712200 MZ-A MZ-C MZ-E MZ-F MZ-H2 MZ-D MZ-G MZ-G MZ-J MZ-H MZ-L MZ-G MZ-N MZ-P MZ-Q MZ-R MZ-S MZ-U MZ-V MZ-W MZ-Y MZ-X Ø 2"-PVC-C-10. 04 VALVULA DE 2" 01 VALVULA PVC DE 2" 01 VALVULA PVC DE 2" 01 VALVULA PVC DE 2" 01 VALVULA PVC DE 2" 01 VALVULA PVC DE 2" 02 VALVULA PVC DE 2" 01 VALVULA PVC DE 2" PROGRESIVA 0+000 0+040 0+080 0+120 0+160 0+200 0+240 0+280 0+320 0+360 0+400 0+440 0+480 0+520 0+560 0+600 3670.88 3670.40 3670.05 3669.42 3668.65 3667.70 3666.82 3666.20 3665.56 3665.25 3664.96 3664.95 3665.30 3666.45 3666.48 3666.40 3666.30 3666.15 3666.11 3666.00 3665.65 3665.30 3665.08 3664.70 3664.25 3663.79 3663.15 3662.70 3662.32 3661.98 3661.65 3661.20 3660.98 3660.40 3660.28 3660.25 3660.02 3659.56 3659.25 3659.08 3658.51 3658.18 3657.93 3657.45 3657.05 3656.42 3656.34 3656.20 3656.14 3656.00 3655.52 3655.15 3654.74 3654.19 3653.80 3653.41 3653.03 3652.44 3651.82 3651.23 3650.42 3649.85 3649.20 3648.70 3647.99 3647.41 3646.52 3645.50 3644.42 3644.38 3642.50 3638.02 3636.00 3634.28 3633.11 3632.55 3633.10 3633.12 3718.60 3718.30 3718.20 3717.20 3716.00 3715.00 3714.80 3714.70 3714.55 3714.05 3713.80 3713.50 3713.30 3712.90 3712.65 3712.22 3711.95 3711.85 3711.50 3710.85 3710.57 3709.85 3709.48 3708.49 3707.70 3707.12 3706.65 3705.85 3705.35 3704.82 3700 3704 3708 3712 3704.33 3703.80 3703.38 3703.15 3702.72 3702.38 3702.12 3701.89 3701.51 3701.38 3701.25 3701.15 3700.95 3700.62 3700.33 3700.00 3699.50 3699.00 3698.50 3697.91 3697.35 3696.78 3696.35 3695.85 3695.15 3694.90 3694.52 3694.20 3693.96 3693.77 3693.50 3692.98 3692.97 3692.97 3692.97 3696.68 3702.75 3695.04 3693.00 3692.62 3692.36 3691.81 3691.62 3691.46 3691.35 3691.30 3690.73 3690.50 3690.21 3689.58 3689.30 3688.88 3688.30 3687.83 3687.18 3686.50 3685.83 3685.23 3684.48 3683.90 0+640 0+680 0+720 0+760 0+800 0+840 0+880 0+920 0+960 1+000 1+040 1+080 1+120 1+160 1+200 1+240 1+280 1+320 1+360 1+400 1+440 1+480 1+520 1+560 1+600 1+640 1+680 1+720 1+760 1+800 3724 1+840 1+880 1+920 1+960 2+000 2+040 2+080 2+120 2+160 2+200 2+240 2+280 2+320 2+360 2+400 3683.32 3682.68 3682.12 3681.58 3680.97 3680.50 3680.14 3679.75 3679.40 3679.08 3678.48 3677.90 3677.55 3677.29 3677.00 3676.60 3676.24 3675.80 3675.25 3674.85 3674.43 3673.95 3673.72 3673.50 3673.28 3672.90 3672.50 3672.18 3671.72 3671.35 2+400 2+440 2+480 2+520 2+560 2+600 2+640 2+680 2+720 2+760 2+800 2+840 2+880 2+920 2+960 3+000 3+040 3+080 3+120 3+160 3+200 3+240 3+280 3+320 3+360 3+400 3+440 3+480 3+520 3+560 3+600 3+640 3+680 3+720 3+760 3+800 3+840 3+880 3+920 3700 3704 3708 3712 3716 3720 3724 3688 3692 3696 3700 3704 3708 3688 3692 3696 3700 3704 3708 3686 3690 3694 3698 3702 3706 3682 3672 3676 3680 3684 3668 3664 3672 3668 3664 3660 3656 3652 3648 3644 3648 3652 3656 3660 3664 3630 3634 3638 3642 3646 3650 3654 COTA DE TERRENO 3+960 4+000 4+040 4+080 3634.55 3635.03 3635.85 3636.10 3636.76 3637.50 LEYENDA CAPTACION EN PLANO EN PLANTA TUBERIA DE AGUA POTABLE VIVIENDAS ENUMERADAS RESERVORIO EXISTENTE A MEJORAR COTA: 3702.75 msnm. PROG: 1+345.32 CAPTACION: (manantial) COTA: 3716.80 msnm. PROG: 0+000 COTA DE TUBERIA 3714.41 0.00 0.80 ALTURA DE CORTE ALTURA DE RELLENO 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 0.00 0.80 Ø 2" - PVC - C-10. Ø DE TUBERIA TIPO DE TERRENO MATERIAL ROCOSO Ø 2" - PVC - C-10. MATERIAL ROCOSO Ø 2" - PVC - C-10. MATERIAL ROCOSO Ø 2" - PVC - C-10. MATERIAL ROCOSO Ø 2" - PVC - C-10. MATERIAL ROCOSO Ø 2" - PVC - C-10. MATERIAL ROCOSO Ø 2" - PVC - C-10. MATERIAL SUELTO Ø 2" - PVC - C-10. MATERIAL SUELTO Ø 2" - PVC - C-10. MATERIAL SUELTO Ø 2" - PVC - C-10. MATERIAL SUELTO Ø 2" - PVC - C-10. MATERIAL SUELTO Ø 2" - PVC - C-10. MATERIAL SUELTO Ø 2" - PVC - C-10. MATERIAL SUELTO Ø 2" - PVC - C-10. MATERIAL SUELTO Ø 2" - PVC - C-10. MATERIAL SUELTO Ø 2" - PVC - C-10. MATERIAL SUELTO Ø 2" - PVC - C-10. MATERIAL SUELTO Ø 2" - PVC - C-10. MATERIAL SUELTO Y PERFIL LONGITUDINAL CAMARA DE PURGA EN PLANO EN PLANTA Y PERFIL LONGITUDINAL RESERVORIO EN PLANO EN PLANTA Y PERFIL LONGITUDINAL 1 2 3 4 EN PLANO EN PLANTA TUBERIA DE CONEXION DOMICILIARIA 3670.08 3666.60 3669.25 3668.62 3667.85 3666.90 3666.02 3665.40 3664.76 3664.45 3664.16 3664.15 3664.50 3665.65 3665.68 3665.60 3665.50 3665.35 3665.31 3665.20 3664.85 3664.50 3664.28 3663.90 3663.45 3662.99 3662.35 3661.90 3661.52 3661.18 3660.85 3660.40 3660.18 3659.60 3659.48 3659.45 3659.22 3658.76 3658.45 3658.28 3657.71 3657.38 3657.13 3656.65 3656.25 3655.62 3655.54 3655.40 3655.34 3655.20 3654.72 3654.35 3653.94 3653.39 3653.00 3652.61 3652.23 3651.64 3651.03 3650.43 3649.62 3649.05 3648.40 3647.90 3647.19 3646.61 3645.72 3644.70 3643.62 3643.58 3641.70 3637.22 3635.20 3633.48 3632.31 3631.75 3632.30 3632.32 3717.50 3717.40 3716.40 3715.20 3714.20 3714.00 3713.90 3711.62 3713.25 3712.83 3712.70 3712.50 3712.10 3711.85 3711.42 3711.15 3711.05 3710.70 3710.05 3710.05 3709.05 3708.68 3708.00 3707.69 3706.90 3706.32 3705.85 3705.05 3704.55 3704.02 3703.53 3703.00 3702.58 3702.35 3701.92 3701.58 3701.32 3701.09 3700.71 3700.58 3700.45 3700.35 3700.15 3699.82 3699.53 3699.20 3698.70 3698.20 3697.70 3697.11 3696.55 3695.98 3695.55 3695.05 3694.35 3694.10 3693.72 3693.40 3693.16 3692.90 3692.70 3692.18 3692.17 3692.17 3692.17 3695.88 3701.95 3694.24 3692.20 3691.82 3691.56 3691.01 3690.82 3690.66 3690.55 3690.50 3689.93 3689.70 3689.41 3688.78 3688.50 3688.08 3687.50 3687.03 3686.38 3685.70 3685.03 3684.43 3683.68 3683.10 3678.06 3677.74 3677.42 3677.12 3676.82 3676.02 3675.65 3675.33 3674.97 3674.38 3673.36 3672.31 3671.83 3671.05 3668.64 3668.75 3668.20 3668.00 3667.56 3666.91 3666.42 3666.08 3665.75 3665.39 3664.97 3664.32 3663.67 3663.40 3663.17 3662.83 3633.75 3634.23 3635.05 3635.30 3635.96 3636.70 PERFIL LONGITUDIANAL ESCALA 1:2000 VALVULA DE PURGA COTA: 3692.95 msnm. PROG: 1+306.68 3728 3716 3720 3708.80 0+680 0+700 0+720 0+740 0+760 0+780 0+800 0+820 0+840 0+860 0+880 0+900 0+920 0+940 0+960 0+980 1+000 1+020 1+040 1+060 1+080 1+100 1+120 1+140 1+160 1+180 1+200 1+220 1+240 1+260 1+280 1+300 1+320 1+340 1+360 5 1+380 1+400 1+420 1+440 1+460 1+480 1+500 1+520 1+540 1+560 1+580 1+600 1+620 1+640 1+660 1+680 1+700 1+720 1+740 1+760 1+780 1+800 1+820 1+840 1+860 1+880 1+900 1+920 1+940 1+960 1+980 2+000 2+020 2+040 2+060 2+080 2+100 2+120 2+140 2+160 2+180 2+200 2+220 2+240 2+260 2+280 2+300 2+320 2+340 2+360 2+380 2+400 2+420 2+440 2+460 2+480 2+500 1+520 2+540 2+580 2+600 2+620 2+640 2+660 2+680 1+000 Km 3712 3728 3690 3686 3702 3706 3682 2+000 Km 3702 3706 3682 3686 3702 3706 3682 3686 3690 3694 3698 3702 3672 3676 3680 3684 3668 3664 2+700 2+720 2+740 2+760 2+800 2+820 2+840 2+860 2+880 2+900 2+920 2+940 2+960 2+980 3+000 3+020 3+040 3+060 3+080 3+100 3+120 3+140 3+160 3+180 3+200 3+220 3+240 3+260 3+280 3+300 3+320 3+340 3+360 3+380 3+400 3+420 3+440 3+460 3+480 3+500 3+520 3+540 3+560 3+580 3+600 3+620 3+640 3+660 3+680 3+700 3+720 3+740 3+760 3+780 3+800 3+820 3+840 3+860 3+880 3+900 3+920 3+940 3+960 3+980 4+000 4+020 4+040 4+060 4+080 4+089.38 2+560 2+780 5 3+000 Km 4+000 Km 3672 3668 3664 3660 3656 3652 3648 3655 3650 3644 3648 3652 3656 3660 3664 3637.80 0.00 0.80 3637.00 4+089.38 LEYENDA CAPTACION EN PLANO EN PLANTA TUBERIA DE AGUA POTABLE VIVIENDAS ENUMERADAS Y PERFIL LONGITUDINAL RESERVORIO EN PLANO EN PLANTA Y PERFIL LONGITUDINAL 1 2 3 4 EN PLANO EN PLANTA TUBERIA DE CONEXION DOMICILIARIA VALVULA DE CONTROL 3630 3634 3638 3642 3646 3650 3654 VALVULA DE CONTROL

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

Propose, Deza, Ddc, Dsc, Sdc, Cosiness, Caritas, From Peru, topography:, plane of:, scale:, date:, Prof. responsable:, drawing:, draft:, designer:, district:, location:, Plan nº:, Total of plans:, province:, General plans, Chiclayo pomalca, Aa. H H., Ronald flores, September, S.a.c., Of the systems of potable water alcatarillado of the great southern zone province of definitive study, Ing. Sara silupu a., region:, Head of project:, Lambayeque, Ing. A., Lambayeque, Provincial municipality of yauyos, Pilot project to improve management, District sustainability in water sanitation, entry, departure, Overflow cleaning, plant, Esc., cut, Esc., entry, cleaning, departure, Overflow, Projection: top, Cap met. Sanitary, cut, entry, gravel, Cap met. Sanitary, cut, Esc., Overflow, departure, cleaning, your B. entry, Connection Overflow, Overflow cleaning, departure, departure, Overflow cleaning, Esq. Isometrico of pipes, your B. Of income, your B. Overflow, your B. Network exit, Provide water outlet, In impermeable soils, Esc., Print esc., flat:, elaborated, flat, revised, scale, Water sanitation in yurma, Program, draft:, Ally micuy, Reservoir valve house, Department, province, district, location, Ancash, Yurt, I fell, Mcal. Luzuriaga, Ing. Williams cheppe v., Ing. Daniel quinto p., Indicated, date, specialty:, hydraulics, Protection sidewalk, detail, Technical specifications metal sanitary cover: metal angles of anchors for deck of anchors: for those of para for those for observation: all the covers will have a key, nut, Pipe kick in the back, tube, Pin detail, Lock detail, detail, plant, Anchor detail, detail, Crowbar anchor angle, cut, detail, Smooth iron, Orifice, flat:, elaborated, flat, revised, scale, Water sanitation in yurma, Program, draft:, Ally micuy, Detail of metal lid, Department, province, district, location, Ancash, Yurt, I fell, Mcal. Luzuriaga, Ing. Daniel quinto p., Indicated, date, specialty:, hydraulics, Ing. Williams cheppe v., Steel f’y, Technical specifications, concrete, Spills, Exterior cms., Pipe fittings, Walls cms., steel, Minimum coatings:, Armed: f’c, Fluids pressure., Peruvian technical standard iso para, Pvc accessories pipe must meet, Drain pipe: pvc salt, Metal carpentry, Covered with anticorrosive paint, Brass damper valve, Nipple of f ° g °, Universal union fºgº, entry, departure, Overflow cleaning, accessory, Cant, Diam., Accessories box, Pvc upr adapter, Pvc elbow, Brass damper valve, Nipple of f ° g °, Universal union fºgº, Pvc upr adapter, elbow, Brass damper valve, Nipple of f ° g °, Universal union fºgº, Pvc upr adapter, Bronze basket, Pvc overflow cone, Pvc tee, Elbow, Tee, Flange breaks water, tee, Flange breaks water, Elbow, Tee, Flange breaks water, Pvc elbow, Simple union of, Simple union, Simple union of, detail, Technical specifications metal sanitary cover: metal angles of anchors for deck of anchors: for those of para for those for observation: all the covers will have a key, nut, Pipe kick in the back, tube, Pin detail, Lock detail, detail, plant, Anchor detail, detail, Crowbar anchor angle, cut, detail, Smooth iron, Orifice, Metal lid details, Caritas, From Peru, Print esc., flat:, elaborated, flat, revised, scale, Water sanitation in yurma, Program, draft:, Ally micuy, Department, province, district, location, Ancash, Yurt, I fell, Marshal luzuriaga, Ing. Williams cheppe v., Ing daniel quinto p., Indicated, date, specialty:, hydraulics, Purge valve for cleaning, plant, Esc., cut, Esc., Pvc upr adapter, gate valve, Arrives tub. Pvc sap, Sale tub. Pvc sap, Concrete f’c, Sale tub. Pvc sap, Cap met. Sanitary, Female plug with, Perforations, Sale tub. Pvc sap, Isometric, Arrives tub. Pvc sap, Sale tub. Pvc sap, Simple f’c, Pvc accessories pipe must meet, Pipe fittings, concrete, Technical specifications, Min covered with hepoxic paint, Metal carpentry, Peruvian technical standard iso para, Fluids pressure., your B. Pvc, Accessories purge valve no, Tee pvc sap, Upr adapter, Bronze damper valve, your B. Pvc sap, Pvc sap reduction, Female perforated pvc plug, your B. Pvc sap, Und, Und, description, unity, Gravel filter, Elbow pvc sap, Und, Female plug with, Perforations, Diam., Brass damper valve, Universal union fºgº, Arrives tub. Pvc sap, Sale tub. Pvc sap, Nipple of fºgº, Type purge valve detail, Esc., Pvc sap adapters, Cant, Diam., Cant, bronze, Universal union, Und, Nipple, Und, Arrives tub. Pvc sap, Sale tub. Pvc sap, Concrete f’c, Arrives tub. Pvc sap, Sale tub. Pvc sap, Cap met. Sanitary

Raw text data extracted from CAD file:

Language	Spanish
Drawing Type	Full Project
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Other
Measurement Units
Footprint Area
Building Features	Deck / Patio, Car Parking Lot
Tags	autocad, complete, connections, distribution, drain, DWG, flat, fornecimento de água, full, includes, kläranlage, l'approvisionnement en eau, longitudinal, profiles, Project, purge, reservoir, stretch, supply, treatment plant, wasserversorgung, water

CAD Drawings

View All Downloads