Reservoir Design 60m3 DWG Block for AutoCAD

VOLUME 60m3 RESERVOIR IS TO SUPPLY WATER TO THE PEOPLE OF HIGH Huamba; DISTRICT HUARMEY – Province HUARMEY

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

Plane flowchart, C.p. Garlero, Lamina nº:, sheet:, Provincial municipality of huarmey, Rural urban development management sub management of public works, Technical project office, draft:, flat:, Ing. Juan p. Rebaza serrano, Miguel. Cross gift, date:, Department:, Ancash, province:, I love you, district:, I love you, location:, Of the potable water supply service in the c.p. District of huarmey province, Technical project office, Indicated, Cssr, Technical project office, Indicated, Cssr, Plane structures: reservoir, C.p. High huamba, Lamina nº:, sheet:, Provincial municipality of huarmey, Rural urban development management sub management of public works, Technical project office, draft:, flat:, Ing. Juan p. Rebaza serrano, Miguel. Cross gift, date:, Department:, Ancash, province:, I love you, district:, I love you, location:, Of the potable water service in the c.p. Huamba district of huarmey province, See court, Reinforced concrete roof, Floor of c: h, Armor in court, Semi-spherical concrete cover, Lifting wall, eyelash, Tab of, Radially, Radially, Wall heel, Floor of c: h, Inspection window, Metal with insurance, Valve stand, Metal door, Concrete valve seat foundation, Metal door, Armor detail, Inspection letter, belt, Metal door, Bronze basket, Clean pvc basket, Float valve of fº gº with buoy, valve, Pvc overflow cone, The distribution network, Distribution valve, valve, Ball valve, Comes from the pvc pipe line of, cut, Lifting wall, Tab of, Armor in bottom layer of reservoir base, Upper layer reinforcement of the reservoir base, Reinforced concrete roof, Floor of c: h, Armor in court, eyelash, Radially, Wall heel, Ladder galvanized pipe, Inspection letter, A.c.i., Seismic-resistant design standards, Technical standards concrete, Common buildings, Ground strength, rules, Overload, Seismic design parameters, Corrugated iron, Structural beams columns, Shoes, Simple concrete:, Sole, Reinforced concrete:, structural elements, Technical specifications, Coatings, concrete, reinforcing steel, C: h, Radially, Ntn, Rmp, Ntn, Nfc, Ntn, Nfc, See court, Ntn, Rmp, Ntn, Wall details plant, Radially

Raw text data extracted from CAD file:

\A1;.10 \A1;.30 \A1;1.05 \A1;.80 \A1;.05 \A1;.20 \A1;1.90 \A1;.07 \A1;.60 \A1;1.80 \A1;.20 \A1;.20 \A1;1.20 \A1;.07 \A1;.08 \A1;.35 \A1;.20 \A1;.15 \A1;1.50 \A1;5.80 \A1;FAJA 01 \A1;FAJA 02 \A1;FAJA 03 \A1;.20 \A1;.15 \A1;1.45 \A1;.19 \A1;2.71 \A1;.19 \A1;1.45 \A1;.15 \A1;.20 \A1;6.70 \A1;.35 \A1;6.00 \A1;.35 \A1;.15 \A1;.40 \A1;2.20 \A1;.15 \A1;.20 \A1;.10 \A1;.75 \A1;2.15 \A1;.45 \A1;3.35 \A1;2.15 \A1;.20 \A1;.40 \A1;.15 \A1;.30 \A1;5.90 \A1;.30 \A1;6.50 \A1;.10 \A1;.15 \A1;6.00 \A1;.15 \A1;.10 \A1;.10 \A1;.20 \A1;5.90 \A1;.20 \A1;.10 \A1;.15 \A1;2.05 \A1;1.10 \A1;6.00 \A1;1.44 \A1;.15 \A1;.10 \A1;.10 \A1;.15 \A1;1.50 \A1;.15 \A1;.10 N U M I D I C I P A L V O I P R A L I C N D A H D E U R M A Y E PLANO DIAGRAMA DE FLUJO C.P. GARLERO PDF-01 LAMINA Nº: LAMINA: 01 de 05 MUNICIPALIDAD PROVINCIAL DE HUARMEY GERENCIA DE DESARROLLO URBANO Y RURAL – SUB GERENCIA DE OBRAS PUBLICAS OFICINA TECNICA DE PROYECTOS PROYECTO: PLANO: Ing. Juan P. Rebaza Serrano Miguel A. Regalado Cruz FECHA: ABRIL-2013 DEPARTAMENTO: Ancash PROVINCIA: Huarmey DISTRITO: Huarmey LOCALIDAD: “MEJORAMIENTO DEL SERVICIO DE ABASTECIMIENTO DE AGUA POTABLE EN EL C.P. GARLERO, DISTRITO DE HUARMEY, PROVINCIA DE HUARMEY -ANCAH” Oficina Tecnica de Proyectos Indicada CSSR B B \A1;.20 \A1;.10 \A1;.30 \A1;.30 Oficina Tecnica de Proyectos Indicada CSSR PLANO ESTRUCTURAS:RESERVORIO C.P. HUAMBA ALTA PER-01 LAMINA Nº: LAMINA: 01 de 01 MUNICIPALIDAD PROVINCIAL DE HUARMEY GERENCIA DE DESARROLLO URBANO Y RURAL – SUB GERENCIA DE OBRAS PUBLICAS OFICINA TECNICA DE PROYECTOS PROYECTO: PLANO: Ing. Juan P. Rebaza Serrano Miguel A. Regalado Cruz FECHA: ABRIL-2013 DEPARTAMENTO: Ancash PROVINCIA: Huarmey DISTRITO: Huarmey LOCALIDAD: “MEJORAMIENTO DEL SERVICIO DE AGUA POTABLE EN EL C.P. HUAMBA ALTA, DISTRITO DE HUARMEY, PROVINCIA DE HUARMEY -ANCAH” \A1;.20 \A1;.15 \A1;1.45 \A1;.19 \A1;2.71 \A1;.19 \A1;1.45 \A1;.15 \A1;.20 \A1;6.70 \A1;.35 \A1;6.00 \A1;.35 \A1;.15 \A1;.40 \A1;2.20 \A1;.15 \A1;.20 \A1;.10 \A1;.75 \A1;2.15 \A1;.45 \A1;3.35 \A1;.15 \A1;.30 \A1;5.90 \A1;.30 \A1;6.50 \A1;.10 \A1;.15 \A1;6.00 \A1;.15 \A1;.10 \A1;.10 \A1;.20 \A1;5.90 \A1;.20 \A1;.10 \A1;2.15 \A1;.20 \A1;.39 \A1;6.00 B \A1;2.16 \A1;.13 \A1;.30 \A1;.10 \A1;.40 \A1;.40 \A1;.40 \A1;.40 \A1;.07 \A1;e=0.15m \A1;.15 \A1;.20 \A1;.20 \A1;.15 \A1;.07 \A1;3.25 \A1;1.36 \A1;1.55 \A1;.60 \A1;1.43 \A1;1.10 \A1;1.00 \A1;.40 \A1;2.20 d5/8″@0.60 d1/2″@0.30 ver corte d5/8″@0.60 CUBIERTA DE CONCRETO ARMADO e=0.15 SOLADO DE 1:8 , C:H d1/2″@0.40 d1/2″@0.20 ARMADURA EN CORTE B-B ARMADURA CUBIERTA SEMIESFERICA DE CONCRETO MURO DE ELEVACION d3/8″@0.4 PESTAÑA PESTAÑA DE 0.10 M d3/8″@3.2 RADIALMENTE d3/8″@0.4 d3/8″@1.00 radialmente d3/8″@0.25 radialmente talon del muro 5 5 5 5 5 d1/4″@0.2 SOLADO DE 1:8 , C:H 5 5 5 5 5 5 .20 5 5 5 5 VENTANA DE INSPECCION D= 0.6m VENTANA DE INSPECCION D= 0.6m metalica con seguro d3/8″@0.3 5 .15 CASETA DE VALVULAS 5 d3/8″@0.4 d3/8″@0.4 puerta metalica de 0.90×1.20m CIMENTACION CASETA DE VALVULA CONCRETO FC’=210 kG/CM2 puerta metalica de 0.90×1.20m DETALLE DE ARMADURA BUZON DE INSPECCION D= 0.6m 5 FAJA 01 FAJA 02 FAJA 03 d5/8″1@0.15 d1/2″1@0.20 5 5 5 5 5 5 5 5 5 6.70 5 5 5 5 5 5 5 .20 5 5 5 .45 3.35 5 5 5 5 5 5.90 5 6.50 5 5 5 5 5 5 5 5.90 5 5 5 5 5 5 5 5 5 5 5 5 5 5 puerta metalica de 0.90×1.20m CANASTILLA BRONCE DE 2″ (SALIDA A RED) CANASTILLA PVC DE LIMPIA 4″ VALVULA FLOTADOR DE 3″ Fº Gº CON BOYA VALVULA DE 4″ CONO DE REBOSE PVC DE 4″ A LA RED DE DISTRIBUCION VALVULA DE 2″ DISTRIBUCION VALVULA DE 3″ VALVULA TIPO BOLA DE 3″ VIENE DE LA LINEA DE CONDUCION TUBERIA PVC DE 3″ C-7.5 d1/2″1@0.30 d1/2″ B B CORTE B-B 5 5 5 5 MURO DE ELEVACION PESTAÑA DE 0.10 M ARMADURA EN CAPA INFERIOR DE LA BASE DEL RESERVORIO ARMADURA EN CAPA SUPERIOR DE LA BASE DEL RESERVORIO CUBIERTA DE CONCRETO ARMADO e=0.15 SOLADO DE 1:8 , C:H d3/8″@0.40 d1/2″@0.15 ARMADURA EN CORTE A-A d3/8″@0.4 PESTAÑA d3/8″@3.2 RADIALMENTE talon del muro 5 5 5 5 5 5 5 5 5 6.70 5 5 5 5 5 5 5 .20 5 5 5 .45 3.35 5 5 5 5 5 5.90 5 6.50 5 5 5 5 5 5 5 5.90 5 5 5 B d1/2″@0.2 ESCALERA TUBO GALVANIZADO DE 1 1/2″ H=2.16m 5 5 5 5 5 5 5 5 BUZON DE INSPECCION D= 0.6m A.C.I. 305.1 Normas de Diseño Sismoresistente E-030 Normas Técnicas Concreto Armado E-0.60 Edificaciones Comunes Z = 0.40 Resistencia del terreno =1.56Kg/cm2 6.00 NORMAS 4.00 SOBRE CARGA 5.00 PARAMETROS DE DISEÑO SISMICO R = 8 : 300 Kg/cm2 C = 2.5 U = 1.50 S = 1.20 Fierro corrugado f’y=4200 Kg/cm2 (en general) Columnas y vigas estructurales Zapatas CONCRETO SIMPLE: Solado CONCRETO ARMADO: Elementos estructurales ESPECIFICACIONES TÉCNICAS 3.00 RECUBRIMIENTOS 1.00 CONCRETO 2.00 ACERO DE REFUERZO : 3.00 cm : 5.00 cm : f’c=210 kg/cm2 (en general) : 1 : 8 C:H E=4″ 5 e=0.15m 5 5 5 5 5 5 5 5 5 5 5 d1/2″@0.4 d1/2″@0.25 radialmente NTN +-0.00 5 RMP NTN +-0.00 5 NFC =-0.70m NTN +-0.00 NFC =-0.70m 5 d1/2″@0.25 d1/2″@0.25 d5/8″@0.10 d5/8″@0.15 d1/2″@0.25 d5/8″@0.10 d5/8″@0.15 d1/2″@0.25 d5/8″1@0.60 d5/8″@0.60 d1/2″@0.30 ver corte d5/8″@0.60 NTN +-0.00 RMP RMP RMP NTN +-0.00 PLANTA DE DETALLES DE MUROS d3/8″@1.8 radialmente