Sprinkling Irrigation DWG Block for AutoCAD

Sprinkling Irrigation DWG Block for AutoCAD

Sprinkling irrigation – Hydrant Valve Mobile

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

sheet, flat:, Definitive study, Cip., Jorge Salazar, F.l.a. W.f.o., Wilfredo caceres cardeñas, scale:, date:, January, Dpto., Cusco, Location, Prov., Dist., sector, Convention, Pintobamba, Saint Ana, Dib. Acad, top, Hydraulic design:, Macamango irrigation project, Walkways type, date:, Iván ramos pastor, Director of operational unit, approved, Technical director pmi., date:, Ronald luis lópez zapana, reviewed, supervisor, date:, Quillabamba, date:, Director ejec. Plan meriss, Victor ochoa oliart, plan, Eriss, Irrigation Improvement Plan in the Sierra Jungle, special Proyect, Peru germany agreement, cut, Upr pvc, Universal union, Nipple threaded, gate valve, Pvc filter screening, Tub pvc sap, floor, Holes of, Exhaust pipe. Pvc, in both ways, elbow, Nipple, M filter., Threaded tub, Metal cover, Tub pvc sap, Pvc whore, Camera break for, note. Monolithic concrete accessories change when it is a crp of, Simple pvc union, Irrigation Improvement Plan in the Sierra Jungle, Regional government cusco, Peru germany agreement, Regional special project, design, Jorge Salazar Lopa, Republic of Peru, date:, Ronald luis lopez zapana, supervisor, reviewed, date:, Technical director pmi., approved, Macamango irrigation project, Convention, Pintobamba, Dist., Sects:, Saint Ana, Location, Prov., Dpto., Cusco, date:, February, scale:, Hydraulic design:, Honorato ttito g., Dib. Acad, Wow fla, Jorge Salazar Lopa, top, Definitive study, flat:, Agrological, sheet, Road, Pvc, Pvc, highway, module, highway, Pvc, module, Pvc, Pvc, Pvc, Pvc, module, Pvc, Pvc, Pvc, Pvc, Pvc, highway, Pvc, highway, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Pvc, Vi model, Pvc whore, Tub pvc sap, Metal cover, Tub pvc sap, concrete, Given anchorage, Curve vc sap, Pvc whore, gate valve, Metal cover, channel, Prog., San pedro, Driving pipe, dimensions, Spout box, cut, Hydrant, characteristics, Itintec itintec, Technical specifications concrete complementary elements recommendations with asphalt, Curve pvc sap sp upr pvc sap sp union niple valve gate nipple union, kind, orifice, detail, top, Ground level, November, Indicated, Quispicanchis, Checacupe, Cusco, review:, flat, date:, region, Location:, draft:, flat:, community, Dist, Prov, scale:, District municipality of checacupe, Broken capture, Of sprinkler irrigation system, supervision:, design:, Ingº hernan loyola lopez, Technical specifications, Asper. Sectoral male connection, Elevator heights: m. M., Use hose dn: mm. Standard ntp iso pe, Simple union, Tee pe mm. female, Sectoral sprinkler double male connection nozzle, Metal tripod, Aluminum elevator, Hose made of polyethylene of mm., Union pe, Nipple male fºgº, collar, Isometric detail of sprinkler irrigation line, Irrigation line of m., Hydrant, Irrigation line of m., Sector sprinkler simple female connection nozzle, Scheme of the sprinkler irrigation line in operation m., Diameter of each sprinkler, Irrigation line, Hydrant, Technical specifications concrete walls tarrajeo cement mix: sand complementary elements saniraria recommendations with asphalt, Scheme of the sprinkler irrigation line in operation m., Diameter of each sprinkler, Irrigation line, Hydrant, Elbow pe mm. female, Asper. Sectorial female connection, Use hose dn: mm. Standard ntp iso pe, For hillside terrain with a slope greater than, Slopes of less than, Technical specifications, Complementary, Metal: with anticorrosive paint, recommendations, Metal cover must be opened relative to its axis, Given concrete anchorage pm, Purge scale, Pvc whore, gate valve, Metal cover, Upr pvc, Universal union, Niples m. Threaded, Base with inclination, Pvc transition, Sap, Nipple, Bushing, Female plug, cut, End of line, Female plug, Metal cap, concrete, Quick coupling valve, Ball type, Nipple, Tee, plant, Valve type, ball, Pvc sap pipe, Entrance of, Cpm, your B. entry, Pvc sap pipe, Input, Union univ., Nipple, Pvc sap pipe, Output, concrete, Metal cap, Valve type, gate, Pvc transition, Sap, Valve type, gate, cut, plant, of control, Metal cap, concrete, Coupling valve, Quick ball type, Valve type, ball, Nipple, Pvc sap pipe, departure, Pvc sap pipe, entry, Union, cut, plant, Intern, Tee pvc sap, Nipple, Bushing, Pvc transition, Sap, flat:, Location:, draft:, date:, Esc:, Evaluator:, Indicated, Cusco, Canchis, province, Department, district, Fight, Irrigation by aspersion tucurio pampa cc. Hunch, District municipality of combapata, Hydrant line sprinklers valves, September, designer:

Raw text data extracted from CAD file:

LAMINA N° 70027 PLANO: ESTUDIO DEFINITIVO CIP. 55915 Ing° Jorge Salazar F.L.A. W.F.O. Wilfredo Caceres Cardeñas S / E ESCALA: FECHA: ENERO 2003 Dpto. : CUSCO UBICACION Prov. Dist. Sector : LA CONVENCION : PINTOBAMBA : SANTA ANA DIB. ACAD: TOP : DISEÑO HIDRAULICO: PROYECTO DE IRRIGACION MACAMANGO PASARELAS TIPO FECHA: Ing° Iván Ramos Pastor Director de Unidad Operativa APROBADO Director Técnico PMI. FECHA: Ing° Ronald Luis López Zapana REVISADO Supervisor FECHA: V° B° A D I A O P E R D T I I S R M E L P A N S QUILLABAMBA N V A FECHA: Director Ejec. Plan Meriss Ing° VICTOR OCHOA OLIART Plan eriss PLAN DE MEJORAMIENTO DE RIEGO EN LA SIERRA Y SELVA PROYECTO ESPECIAL Convenio Perú - Alemania C . T . A . R . C U S C O U \A1;0.08 \A1;0.15 \A1;0.15 \A1;1.20 \A1;1.50 \A1;0.70 \A1;1.00 \A1;1.20 \A1;1.50 \A1;0.20 \A1;0.15 \A1;0.08 \A1;0.40 \A1;1.20 \A1;0.48 \A1;0.08 \A1;0.60 \A1;0.46 \A1;0.46 \A1;0.46 \A1;0.20 \A1;1.25 CORTE A-A UPR PVC Ø 3" Unión Universal F°G° d3" Niple F°G° Ø 3" x 0,10m roscado C° f'c=175Kg/cm2 Válvula compuerta d3" 1017.302968673461 1017.302968673461 1017.302968673461 1017.302968673461 1017.302968673461 1017.302968673461 1017.302968673461 C° f'c=175 Kg/cm2 Filtro PVC 3" cribado Tub PVC SAP d3" Piso C° f'c=210Kg/cm2 \LPLANTA agujeros de 1.0cm A A 1017.302968673461 1017.302968673461 1017.302968673461 1017.302968673461 1017.302968673461 Desfogue Tub. PVC d3" 1017.302968673461 1017.302968673461 1017.302968673461 1017.302968673461 d=3/8"@0.15 en ambos sentidos Codo F°G° Ø 3"x 90° Niple F°G° Ø3" x 5" Filtro de 3" x 0.25 m. Tub F°G° 3" x 0,45m roscado Tapa Metálica de 0.70 x 0.85 m Tapa Metálica de 0.46 x 0.46m Tub PVC SAP d 3" Tub PVC SAP d 3" 1017.302968673461 1017.302968673461 1017.302968673461 1017.302968673461 Lloradero PVC d 1.5" CAMARA ROMPEPRESION PARA 3" y 2" 1017.302968673461 1017.302968673461 NOTA. - CONCRETO MONOLITICO - LOS ACCESORIOS CAMBIAN CUANDO ES UNA CRP DE 2" Unión PVC simple 3" PLAN DE MEJORAMIENTO DE RIEGO EN LA SIERRA Y SELVA GOBIERNO REGIONAL CUSCO Convenio Perú - Alemania PROYECTO ESPECIAL REGIONAL DISEÑO Ing° JORGE SALAZAR LOPA REPUBLICA DEL PERU FECHA: FECHA: Ing° RONALD LUIS LOPEZ ZAPANA Supervisor REVISADO FECHA: Director Técnico PMI. APROBADO PROYECTO DE IRRIGACION MACAMANGO : LA CONVENCION : PINTOBAMBA Dist. Sectos: : SANTA ANA UBICACION Prov. Dpto. : CUSCO FECHA: FEBRERO 2003 ESCALA: 1/7500 DISEÑO HIDRAULICO: Honorato Ttito G. DIB. ACAD: WFO - FLA Ing° Jorge Salazar Lopa TOP : ESTUDIO DEFINITIVO PLANO: AGROLOGICO LAMINA N° 70005 25 5 90 100 80 8 25 80 85 55 65 115 30 10 40 10 55 35 70 55 25 80 85 45 70 70 15 10 75 15 79 11 90 90 10 70 10 10 90 85 5 45 50 30 55 90 40 90 70 90 90 5 80 80 70 90 5 85 85 75 80 80 80 80 100 10 20 10 20 10 75 55 45 85 65 55 25 90 10 5 30 5 80 80 55 70 70 75 15 90 75 85 35 30 45 85 5 90 10 10 35 80 25 80 5 80 135 45 90 100 30 40 80 45 90 40 90 80 75 70 15 100 70 40 90 40 85 20 30 60 20 90 55 10 115 15 90 70 15 65 60 30 20 40 30 10 100 80 70 20 80 30 80 10 35 80 100 70 30 75 80 50 60 80 70 55 85 25 85 75 45 70 35 95 15 40 10 20 30 40 80 35 40 95 35 25 75 115 45 35 75 30 80 50 80 10 15 80 65 80 20 85 80 10 40 85 100 55 70 75 25 85 15 5 5 carreterra PVC 2¨ PVC 2¨ PVC 2¨ PVC 2¨ 5 5 5 PVC 2¨ PVC 2¨ PVC 3¨ PVC 3¨ PVC 2¨ PVC 2¨ PVC 2¨ CARRETERA 5 30m 40m 10m MODULO 1 MODULO 2 CARRETERA PVC 3¨ PVC 2¨ PVC 3¨ PVC 2¨ PVC 2¨ PVC 2¨ MODULO 3 PVC 2¨ PVC 2¨ 5 5 5 5 5 PVC 2¨ 5 PVC 2¨ 5 5 5 5 5 5 5 5 5 5 5 5 PVC 2¨ PVC 2¨ PVC 3¨ MODULO 3 PVC 2¨ PVC 3¨ PVC 2¨ 5 PVC 2¨ 5 5 5 PVC 3¨ PVC 2¨ PVC 2¨ 5 5 PVC 2¨ PVC 2¨ 5 5 5 5 5 5 PVC 2¨ PVC 2¨ 5 5 CARRETERA 5 5 5 5 PVC 2¨ PVC 2¨ 5 CARRETERA CARRETERA 5 5 5 5 5 5 PVC 2¨ PVC 2¨ PVC 3¨ 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 PVC 2¨ PVC 2¨ 5 5 5 5 PVC 2¨ PVC 2¨ PVC 2¨ PVC 2¨ PVC 2¨ PVC 2¨ PVC 2¨ PVC 2¨ PVC 2¨ PVC 2¨ PVC 2¨ PVC 3¨ PVC 3¨ PVC 2¨ PVC 2¨ PVC 3¨ PVC 3¨ 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 PVC 2¨ PVC 2¨ PVC 2¨ PVC 2¨ PVC 2¨ PVC 2¨ PVC 2¨ PVC 2¨ PVC 2¨ PVC 2¨ PVC 2¨ PVC 2¨ PVC 2¨ PVC 3¨ PVC 2¨ PVC 3¨ 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 PVC 2¨ PVC 2¨ PVC 2¨ PVC 2¨ PVC 2¨ PVC 2¨ PVC 2¨ PVC 2¨ PVC 2¨ PVC 2¨ PVC 2¨ PVC 2¨ PVC 2¨ PVC 2¨ 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 PVC 2¨ PVC 2¨ PVC 2¨ PVC 2¨ PVC 2¨ PVC 3¨ PVC 3¨ PVC 3¨ PVC 2¨ PVC 2¨ PVC 2¨ PVC 2¨ 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 PVC 2¨ PVC 2¨ PVC 2¨ PVC 2¨ PVC 2¨ PVC 2¨ PVC 2¨ PVC 2¨ PVC 2¨ PVC 2¨ 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PVC 2¨ PVC 2¨ PVC 2¨ PVC 2¨ PVC 2¨ PVC 2¨ PVC 2¨ PVC 2¨ MODLO VI \A1;0.08 \A1;0.48 \A1;0.08 \A1;0.46 \A1;0.80 \A1;0.65 \A1;0.34 -10.44133163033288 Lloradero PVC d 1.5" -10.44133163033288 Tub PVC SAP d 3" Tapa Metálica de 0.46 x 0.46m -10.44133163033288 -10.44133163033288 Tub PVC SAP d 3" Concreto 175 kg/cm2 Dado Anclaje 0.34 x 0.34 x 0.34 m Curva 45° P VC SAP d 3" -10.44133163033288 -10.44133163033288 -10.44133163033288 \A1;0.10 \A1;0.60 \A1;0.10 \A1;0.80 \A1;0.60 \A1;0.10 Lloradero PVC d 1.5" 19.19666862789953 19.19666862789953 19.19666862789953 19.19666862789953 Válvula compuerta d4" Tapa Metálica de 0.50 x 0.60 m 19.19666862789953 19.19666862789953 CANAL PROG. Ø y B1 H 1 L1 B2 (Km.) (m) (m) (m) (m) (m) (m) 0+040 0.30 0.22 0.60 0.75 1.00 0.30 San Pedro 1+425 0.30 0.22 0.60 0.75 1.00 0.30 1+890 0.30 0.22 0.60 0.75 1.00 0.30 2+495 0.30 0.22 0.60 0.75 1.00 0.30 3+055 0.30 0.22 0.60 0.75 1.00 0.30 3+570 0.25 0.19 0.55 0.70 1.00 0.30 3+990 0.25 0.19 0.55 0.70 1.00 0.30 TUBERIA DE CONDUCCION DIMENSIONES CAJA VERTEDOR D=0.15m 0,65 0,25 0,15 0,15 0,10 0,30 0,10 0,05 0,05 0,07 0.10 0.10 0.30 0.30 0.10 0.10 0.50 0.50 0.65 C° f'c=210 kg/cm2 CORTE A - A HIDRANTE T I (13Und) CARACTERISTICAS 1"x90° ITINTEC 1" ITINTEC Ø 1" Ø 1"x0.30m Ø 1" Ø 1" x0.30m Ø 1" \LLEYENDA Especificaciones Tecnicas 1. CONCRETO -C°S° f"c=175kg/cm2, 210kg/cm2 2. ELEMENTOS COMPLEMENTARIOS -Tapa C°A° 3. RECOMENDACIONES -Sellado con asfalto 1 Curva PVC SAP SP 2 UPR PVC SAP SP 3 Union F°G° 4 Niple F°G° 5 Valvula Compuerta 6 Niple F°G° 7 Union F°G° 0,10 \LHIDRANTE TIPO C° f'c=175 kg/cm2 C° f'c=210 kg/cm2 1 2 3 4 5 6 7 ORIFICIO DETALLE DETALLE\Ftxt.shx|c0;\H0.222x; \A1;Ø \S1/4;\H1.429x; @ .12 a/s TAPA Nivel del terreno A A 3 % \A1;16 m. \A1;23 m. \A1;23 m. \A1;15 m. \A1;15 m. \A1;60 m. \A1;60 m. \A1;15 m. \A1;15 m. \A1;15 m. \A1;15 m. \A1;15 m. \A1;15 m. \A1;15 m. \A1;23 m. \A1;23 m. \A1;15 m. \A1;15 m. \A1;60 m. \A1;60 m. \A1;15 m. \A1;15 m. \A1;15 m. \A1;15 m. \A1;15 m. \A1;15 m. \A1;15 m. \A1;0.30 \A1;0.50 \A1;0.30 \A1;0.10 \A1;0.10 \A1;0.30 \A1;0.10 04 Noviembre - 2008 Indicadas QUISPICANCHIS CHECACUPE CUSCO REVISION: PLANO FECHA: REGION : UBICACION: PROYECTO: PLANO: COMUNIDAD DIST : PROV : ESCALA: MUNICIPALIDAD DISTRITAL DE CHECACUPE CAPTACION QUEBRADA \T1.1;CAÑOCCOTA \T1.05;CONSTRUCCION DE SISTEMA DE RIEGO POR ASPERSIÓN CAÑOCCOTA SUPERVISION: DISEÑO: Ingº Hernan Loyola Lopez 0.57 0.13 0.10 0.30 0.10 0.10 0.10 0.30 0.50 0.10 0.10 0.40 0.60 0.57 0.13 0.10 0.40 0.10 0.57 0.13 0.10 0.30 0.10 0.10 0.10 0.30 0.50 ESPECIFICACIONES TECNICAS 03 ASPER. SECTORIALES MEDIANOS de 11/64"x3/32", Conexión macho 3/4". ALTURAS DE ELEVADOR: 1,0 m., 1,8 m. y 2,5 m. USAR MANGUERA PE Dn: 32 mm. NORMA NTP ISO 4427-2000 PE 63, S-8 PN6.3 UNION SIMPLE F°G° Ø 3/4"-1" TEE PE 32/40 mm. x 3/4"-1" Hembra ASPERSOR SECTORIAL DOBLE BOQUILLA 11/64x3/32", CONEXIÓN MACHO 3/4". TRIPODE METALICO ELEVADOR DE ALUMINIO (altura variable) d 3/4" MANGUERA DE POLIETILENO DE d 32/40 mm. UNION PE 1" NIPLE MACHO FºGº 1" COLLARIN DETALLE ISOMETRICO DE LINEA DE RIEGO POR ASPERSION LINEA DE RIEGO DE 60 m. HIDRANTE LINEA DE RIEGO DE 60 m. ASPERSOR SECTORIAL BOQUILLA SIMPLE 1/4", CONEXION HEMBRA Ø 1" 16 m. 23 m. 23 m. 15 m. 15 m. 60 m. 60 m. 15 m. 15 m. 15 m. 15 m. 15 m. 15 m. 15 m. ESQUEMA DE LA LINEA DE RIEGO POR ASPERSION EN FUNCIONAMIENTO - 60 m. DIAMETRO MOJADO DE CADA ASPERSOR LINEA DE RIEGO HIDRANTE Especificaciones Tecnicas 1. CONCRETO -C\U+00B0S\U+00B0 f"c=175kg/cm2, Muros - Tarrajeo mezcla 1:5 Cemento:Arena 2. ELEMENTOS COMPLEMENTARIOS -Tapa Saniraria 0.40X0.40mX1/8". 3. RECOMENDACIONES -Sellado con asfalto 23 m. 23 m. 15 m. 15 m. 60 m. 60 m. 15 m. 15 m. 15 m. 15 m. 15 m. 15 m. 15 m. ESQUEMA DE LA LINEA DE RIEGO POR ASPERSION EN FUNCIONAMIENTO - 60 m. DIAMETRO MOJADO DE CADA ASPERSOR LINEA DE RIEGO HIDRANTE \LESQUEMA 1 \LESQUEMA 2 Codo PE 32/40 mm. x 3/4"-1" Hembra 03 ASPER. SECTORIALES MEDIANOS de 1/4", Conexión hembra 1". USAR MANGUERA PE Dn: 40 mm. NORMA NTP ISO 4427-2000 PE 63, S6.3, PN8 PARA TERRENOS EN LADERA CON PENDIENTE MAYOR DEL 10% PARA TERRENOS PLANOS Y PENDIENTES MENORES DE 10% ESPECIFICACIONES TECNICAS 1.-CONCRETOS 1.1.- C° f 'c =175 Kg/cm2 2.-ELEMENTOS COMPLEMENTARIOS 2.1.-TAPA METALICA: =.40X0.40m, e=1/8" - con pintura anticorrosiva 3.- RECOMENDACIONES 3.1.- TAPA METALICA DEBE ABRIRSE 180° EN RELACION A SU EJE Dado Anclaje 0.30 x 0.30 x 0.40 m Concreto 140 kg/cm2 + 50% PM \LVALVULA DE PURGA escala 1/10 Lloradero PVC d 1" Válvula compuerta Ø" Tapa Metálica de 0.40 x 0.40 m 2 UPR PVC Ø" 2 Unión Universal F°G° Ø" 2 Niples F\U+00B0G\U+00B0 x 0,06 m. roscado \U+00D8" Base con inclinación 0.30 0.50 0.30 5 5 0.30 5 TRANSICION PVC SAP 11/2" NIPLE 1 1/2"x25Cm BUSHING F°G° 1" a 1" TAPON HEMBRA F°G° 1 1/2" CORTE A - A" \LHIDRANTE DE FIN DE LINEA 1 1/2" 5 5 TAPON HEMBRA F°G° 1 1/2" Tapa Metalica de 0.40x0.40x1/8" 5 5 5 Concreto f'c=175 kg/cm2 VALVULA DE ACOPLE RAPIDO TIPO BOLA 1" NIPLE 1"x10Cm NIPLE 1 1/2" x25Cm TEE F°G° DE 1 1/2" a 1" PLANTA 5 5 5 VALVULA TIPO BOLA 1" Tuberia pvc sap Entrada de 1 1/2" 5 A¨ A 1.2.- C°S° f 'c =140 Kg/cm2 + 50% PM Tub. Ingreso Tuberia pvc sap de entrada Union Univ. f°g° niple f°g° Tuberia pvc sap de salida Concreto f'c=175 kg/cm2 Tapa Metalica de 0.4x0.4x1/8" VALVULA TIPO Compuerta Transicion pvc sap VALVULA TIPO Compuerta CORTE A - A" PLANTA \LVALVULA DE CONTROL 5 5 5 5 5 5 5 5 5 A¨ A Tapa Metalica de 0.40x0.40x1/8" Concreto f'c=175 kg/cm2 VALVULA DE ACOPLE RAPIDO TIPO BOLA 1" VALVULA TIPO BOLA NIPLE F°G°1"x10Cm Tuberia pvc sap Salida Tuberia pvc sap Entrada UNION F°G°1" C/R CORTE A - A" PLANTA \LHIDRANTE PASANTE Ø\L" 5 5 5 5 5 5 5 5 5 TEE PVC SAP A¨ A NIPLE D"x25Cm BUSHING F°G° 1" a 1" TRANSICION PVC SAP \LLamina: OA-02 Plano: Ubicacion: Proyecto: Fecha: Esc: Evaluador: INDICADAS : Cusco : Canchis Provincia Departamento Distrito : Combapata RIEGO POR ASPERSION TUCURIO PAMPA CC. HUANTURA MUNICIPALIDAD DISTRITAL DE COMBAPATA HIDRANTE TIPO, LINEA MOVIL, ASPERSORES Y VALVULAS Setiembre 2012 Proyectista:

Language	Spanish
Drawing Type	Block
Category	Mechanical, Electrical & Plumbing (MEP)
Additional Screenshots
File Type	dwg
Materials	Aluminum, Concrete
Measurement Units
Footprint Area
Building Features	Elevator, Car Parking Lot
Tags	autocad, block, DWG, einrichtungen, facilities, gas, gesundheit, hydrant, irrigation, l'approvisionnement en eau, la sant, le gaz, machine room, maquinas, maschinenrauminstallations, mobile, provision, valve, wasser bestimmung, water