Irrigation Canal DWG Block for AutoCAD

Irrigation Canal DWG Block for AutoCAD

IRRIGATION CANAL. GATE – CANOE – PEDESTRIAN GATE TYPICAL

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

regional infrastructure management, c.n. juan velasco alvarado, cayhuayna, regional government huanuco, sub management of studies works, Mrs. luzmila temple condeso, ing. carlos wilfredo lopez kings, pdta regional government, grt reg. of infrastructure, ing anibal conislla osorio, sub manager of studies works, ing. renzo patiño c., r.l.p.c., digitization:, responsable, flat, draft:, multi-sport slab, sheet:, indicated, October, specialty, date:, architecture, scale:, trapezoidal section type iii, trapezoidal section type iv, trapezoidal section type, trapezoidal section type ii, trapezoidal coated channel, trapezoidal section, rectangular coated channel, covered coated channel, canalized channel km., canalized channel km., types of channels, regional infrastructure management, regional government huanuco, owner:, ruben alva ochoa, jr. leoncio meadow int, civil engineer, cip, consultant, sheet, location, Province, district, Dept., tip, pachitea, humari, huanuco, Location, scale, date, June, irrigation tip, draft, Infrastructure manager, Ingª Reyme Salas Pine, ingª raul j. alvarez p., Mrs. luzmila temple, General Manager, regional government president, ingª roberto mondragon b., responsible for the project:, ingª ruben alva ochoa, Project supervisor:, ing. johnny olortegui s., drawing, flat, Ing. Daniel Mallqui e., topography, hydraulic design, planimetry, metal gate without lifting, concrete, irrigation gate plant for irrigation, esc:, cut, esc:, exit gate cut, esc:, canoe plant type, esc:, cut, esc:, cut, esc:, concrete f’c, esc:, cut, cut, esc:, cut, esc:, concrete f’c, pedestrian type pontoon plant, esc:, Canoe type, canoe type ii, typical pedestrian pontoon, exit gate for irrigation, concrete, km., km., support bed, types of piped channels, esc:, Typical inspection box, esc:, cut, esc:, Inspection box plant, esc:, stone masonry walls, wall type i., wall type ii., type iii wall, cut, esc:, cut, esc:, concrete f’c, canoe plant type, esc:, metal gate, driving channel, irrigation bypass channel, metal stage, t shape steel., metal pin, esc:, stone masonry, concrete cover, concrete f’c, km., regional infrastructure management, Irrigation canal construction, tantamayo iii stage, regional government huanuco, sub management of studies works, Mrs. luzmila temple condeso, ing. john raul alvarez walls, pdta regional government, grt reg. of infrastructure, ing wilder r gomez penadillo, sub manager of studies works, ing. renzo patiño c., b. cabrera h., digitization:, responsable, flat, draft:, details, sheet:, indicated, February, specialty, date:, architecture, scale:

Raw text data extracted from CAD file:

.10 .30 .10 .10 .30 .10 .35 .10 1.20 1.20 .10 .40 .10 .10 .80 .35 .40 .15 .15 1.30 .15 .15 .25 45° 1.05 1.05 .30 1.20 .10 .50 1.20 GERENCIA REGIONAL DE INFRAESTRUCTURA AMPLIACION DEL C.N. JUAN VELASCO ALVARADO CAYHUAYNA GOBIERNO REGIONAL HUANUCO Sub Gerencia de Estudios y Obras SRA. LUZMILA TEMPLO CONDESO ING. CARLOS WILFREDO LOPEZ REYES PDTA. GOBIERNO REGIONAL GRTE. REG. DE INFRAESTRUCTURA ING ANIBAL CONISLLA OSORIO Sub Gerente de Estudios y Obras ING. RENZO PATIÑO C. R.L.P.C. DIGITALIZACION: RESPONSABLE PLANO PROYECTO: LOSA MULTIDEPORTIVA LAMINA: MD-1 INDICADA OCTUBRE 2003 ESPECIALIDAD FECHA: ARQUITECTURA ESCALA: 3.70 .60 0.9 0.3 0.7 0.6 0.75 0.65 0.9 0.8 0.9 0.3 0.3 0.75 0.9 0.7 0.75 0.65 0.9 0.65 0.3 0.4 0.05 0.05 0.3 0.3 0.9 0.6 0.15 0.6 0.9 0.3 0.15 0.15 0.15 0.6 0.15 0.15 0.7 0.1 0.6 0.2 0.3 0.2 0.7 0.1 0.3 0.8 1.2 0.9 0.75 0.1 0.36 1.25 0.2 0.36 0.2 0.8 0.9 0.8 0.9 0.41 0.79 0.2 0.41 0.2 0.8 1.25 0.2 0.36 0.2 0.8 0.75 0.1 0.36 0.9 0.5 1.0 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1.0 1.0 Sección Trapezoidal Tipo III Sección Trapezoidal Tipo IV Sección Trapezoidal Tipo I Sección Trapezoidal Tipo II .3 5 5 5 5 1.0 0.5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 2.0% 5 Canal Revestido Trapezoidal Sección Trapezoidal Canal Revestido Rectangular Canal Revestido Cubierto 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 Canal Entubado Km. 0+041.50 - 0+863.17 Canal Entubado Km. 3+036.70 - 5+041.50 Canal Entubado Km. 1+791.09 - 3+036.70 5 5 5 5 5 5 5 Canal Entubado Km. 0+863.17 - 1+791.09 5 5 Ø 12" Ø 14" Ø 16" Ø 14" 0.1 0.3 0.8 1.2 0.1 1.25 0.36 0.8 0.9 0.9 TIPOS DE CANALES .10 .10 .30 .15 GERENCIA REGIONAL DE INFRAESTRUCTURA GOBIERNO REGIONAL - HUANUCO Propietario: RUBEN ALVA OCHOA Jr. LEONCIO PRADO N° 1460 - INT 13/FONO 51-1515 INGENIERO CIVIL CIP 33882 Consultor : Lámina : Localidad : : Provincia Distrito : Dpto. : LA PUNTA PACHITEA HUMARI HUANUCO Ubicación : Escala : Fecha : JUNIO - 2004 1/100 "CANAL DE IRRIGACIÓN LA PUNTA PINQUIRAY" Proyecto : Gerente de Infraestructura : Ingª REYME SALAS PINO Ingª RAUL J. ALVAREZ P. Sra. LUZMILA TEMPLO CONDEZO Gerente General : Presidente Gobierno Regional : INGª ROBERTO MONDRAGON B. Responsable del Proyecto: INGª RUBEN ALVA OCHOA Supervisor del Proyecto: ING. JOHNNY OLORTEGUI S. Dibujo : Plano : Ingº DANIEL MALLQUI E. TOPOGRAFIA Diseño Hidraúlico : PLANIMETRIA PL-01 .30 .60 .30 .20 .50 .20 .30 .90 1.10 .40 1.00 .40 .30 .60 .20 .40 .70 .30 .40 1.40 1.40 .40 .40 .15 .25 .25 .15 .14 .29 .35 .80 .35 .28 .15 .80 .15 45° 1.05 1.05 3.20 .40 .15 .25 .25 .15 .14 .30 .35 .80 .35 .28 .15 .25 .15 1.30 .15 2.10 1.05 1.05 3.42 .15 .80 .15 1.10 1.06 1.06 2.92 .15 .15 2.10 1.05 2.10 .80 .35 .37 .80 .35 .37 1.50 1.20 .30 .50 .10 .80 1.50 .35 .56 .34 .10 .10 .50 .10 .10 .10 .10 1.20 .10 .30 .37 .35 .80 1.50 1.50 .30 .20 .60 .20 1.00 .10 .20 .30 .15 .35 .95 .10 .36 .10 .55 .10 .30 .10 .50 2.10 0.8 0.7 1 5 5 5 1 2 2 3 3 5 5 5 5 5 C°f=140 Kg/cm2 5 5 5 Compuerta metalica sin izaje Concreto C°f=140 Kg/cm2 0.30 x 0.40m 5 5 5 5 5 5 5 B A A 5 5 5 5 5 d1/2" @ 0.25 PLANTA COMPUERTA DE SALIDA PARA RIEGO ESC: 1/25 CORTE 3-3 ESC: 1/25 CORTE 1-1 COMPUERTA DE SALIDA ESC: 1/25 PLANTA CANOA TIPO I ESC: 1/25 CORTE A-A ESC: 1/25 CORTE 2-2 ESC: 1/25 5 d 3/8" @ 0.25 5 5 Concreto f'c = 175 kg/cm2 S=2 % d1/2" @ 0.25 ESC: 1/25 CORTE B-B 5 5 S=0.3 % CORTE B-B ESC: 1/25 S=2 % d1/2" @ 0.25 CORTE A-A 5 5 ESC: 1/25 5 Concreto f'c = 175 kg/cm2 d1/2" @ 0.25 PLANTA PONTON PEATONAL TIPO I ESC: 1/25 S=2 % CANOA TIPO I CANOA TIPO II PONTON PEATONAL TIPICO COMPUERTA DE SALIDA PARA RIEGO Concreto C° F'=140 Kg/cm2 5 5 5 5 5 5 5 Km. 0+041.50 - 0+978 5 5 5 Km. 0+978 - 4+641.50 5 5 Ø 12" Ø 14" Cama de apoyo Cama de apoyo TIPOS DE CANALES ENTUBADO ESC: 1/25 5 5 5 5 CAJA DE INSPECCION TIPICO ESC: 1/25 A A CORTE A-A ESC: 1/25 PLANTA CAJA DE INSPECCION ESC: 1/25 MUROS DE MANPOSTERIA DE PIEDRA Muro Tipo I. (h=1.00m) Muro Tipo II. (h=1.4m) Muro Tipo III (h=1.80m) 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 h B h 5 5 5 5 5 5 2.00 5 5 5 5 5 5 5 5 5 5 5 2.00 5 5 h CORTE A-A ESC: 1/25 h S=0.3 % CORTE B-B ESC: 1/25 d1/2" @ 0.25 S=2 % 5 d1/2" @ 0.25 5 5 5 5 5 5 5 5 Concreto f'c = 175 kg/cm2 5 5 PLANTA CANOA TIPO I ESC: 1/25 A B B A 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 Compuerte de metalica 5 Canal de Conducción Canal de Derivación a Riego 5 5 5 5 5 5 Platina metalica 1/2"x2" L=0.40m h1 Acero de d1/2"en forma de T. C°f=140 Kg/cm2 h L=6.00 5 5 L=6.00m 5 5 5 5 5 Pin Metalico de d 1/4" 5 5 5 5 A 5 5 5 5 B B 5 A 5 5 ESC: 1/25 ESC: 1/25 ESC: 1/25 ESC: 1/25 5 5 5 5 5 5 5 5 5 5 Mamposteria de piedra d3/8" @ 0.20 Tapa de concreto Concreto f'c = 175 kg/cm2 Concreto f'c = 175 kg/cm2 5 5 5 5 5 5 5 5 5 5 5 Km. 11+740 - 12+140 GERENCIA REGIONAL DE INFRAESTRUCTURA CONSTRUCCION CANAL DE IRRIGACION TANTAMAYO III ETAPA GOBIERNO REGIONAL HUANUCO Sub Gerencia de Estudios y Obras SRA. LUZMILA TEMPLO CONDESO ING. JOHN RAUL ALVAREZ PAREDES PDTA. GOBIERNO REGIONAL GRTE. REG. DE INFRAESTRUCTURA ING WILDER R. GOMEZ PENADILLO Sub Gerente de Estudios y Obras ING. RENZO PATIÑO C. B. Cabrera H. DIGITALIZACION: RESPONSABLE PLANO PROYECTO: DETALLES LAMINA: D-01 INDICADA FEBRERO 2004 ESPECIALIDAD FECHA: ARQUITECTURA ESCALA:

Language	Spanish
Drawing Type	Block
Category	Misc Plans & Projects
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Steel
Measurement Units
Footprint Area
Building Features
Tags	assorted, autocad, block, canal, canoe, DWG, gate, irrigation, pedestrian, typical