Intake DWG Block for AutoCAD

Intake DWG Block for AutoCAD

Intake in River

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

valve, gate, Bell, Union thread, Pvc outlet tube, Pvc reduction, Conduit channel, entry, Tee pvc, concrete, entry, Union thread, Bell, gate, valve, Pvc tube, Tee pvc, Pvc reduction, Esc .:, Esc:, Pvc driving, Irrigation channel huayllayocc, District municipality of acoria, draft:, flat, scale, region, province:, district, Approved by gopdur, drawing:, date, Lamina nª, Hydrants, Indicated, August, Topocad, Huancavelica, Acoria, Revisions, mayor:, Gopdur, observations:, Ing. Silvano huaman sedano, Ing. Felipe r. Ventura Ruiz, angle of, Nut bolt, concrete, To lift the lid, Of smooth iron, Concrete cover, Pvc tube, plant, cut, place, Huayllayocc, catchment., Prog., Quota, Sedimentation zone, Sludge zone, Pvc outlet pipe, Input channel, Shredder., Prog., Quota, Would have, Cutter aa cut ‘, scale:, Ground shredder, scale:, Sedimentation zone, Sludge zone, Pvc outlet pipe, Comp. Metal, Input channel, Cºaº, Sedimentation zone, Pvc outlet pipe, Input channel, Dump of, leave, channel of, evacuation, to the, ravine, Stone sticking, Cºaº fc, Entrance area, Cutter cutter bb ‘, scale:, Towards brook, Clean channel, Slab, Comp. Met. from, Cºaº, Cpm

Raw text data extracted from CAD file:

\A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.7 \A1;0.5 \A1;0.05 \A1;0.5 \A1;0.1 \A1;0.1 \A1;0.05 \A1;0.04 \A1;0.06 \A1;JUNTA DE 1" \A1;0.10 \A1;0.6 VALVULA DE COMPUERTA d 3" -82.89413655778887 -82.89413655778887 -82.89413655778887 -82.89413655778887 -82.89413655778887 Y CAMPANA UNION ROSCA TUBO PVC SALIDA d 3" -82.89413655778887 -82.89413655778887 REDUCCION PVC d 6" y 8" a d 3" CANAL DE CONDUCCION d 6" y 8" ENTRADA TEE PVC d 6" y 8" CONCRETO 140 Kg/cm2. CONCRETO 140 Kg/cm2. ENTRADA UNION ROSCA Y CAMPANA COMPUERTA d 3 " VALVULA DE TUBO PVC d 3" TEE PVC d 6" y 8" REDUCCION PVC d 6" y 8" a d 3" -82.89413655778887 -82.89413655778887 -82.89413655778887 -82.89413655778887 -82.89413655778887 A A ESC.: 1/20 ESC: 1/20 A3-1/200 CONDUCCION PVC d 6" y 8" CONST.CANAL DE RIEGO HUAYLLAYOCC MUNICIPALIDAD DISTRITAL DE ACORIA PROYECTO: PLANO : ESCALA : REGION : PROVINCIA: DISTRITO : APROBADO POR GOPDUR : DIBUJO: FECHA : LAMINA Nª : HIDRANTES INDICADA AGOSTO 2006 10 TOPOCAD HUANCAVELICA HUANCAVELICA ACORIA REVISIONES ALCALDE: GOPDUR : OBSERVACIONES: ING. SILVANO HUAMAN SEDANO ING. FELIPE R. VENTURA RUIZ -82.89413655778887 -82.89413655778887 ANGULO DE 2"x2"x1/8" TUERCA Y PERNO DE 3/8" CONCRETO 140 Kg/cm2. F° d 3/8" @ 0.15 AZA PARA LEVANTAR LA TAPA DE FIERRO LISO d 3/8" TAPA DE CONCRETO DE 140 Kg/cm2. -82.89413655778887 -82.89413655778887 TUBO PVC d 3/4" -82.89413655778887 PLANTA CORTE A - A LUGAR : HUAYLLAYOCC 0,15 0,93 0,7 0,25 0,6 0,25 2.50 0,24 0.40 0,86 0,57 1.20 1.50 0,87 1,21 0,15 0,4 0.35 1.10 0,15 0.20 0,2 3.10 0.40 1,3 0,94 0,94 1.50 0,68 2,01 0,55 2,31 0.40 1,57 1.10 0,4 0,15 0,25 0,35 0,78 1,21 0.30 0,85 0,2 0,25 CAPTACION. N°: PROG. = COTA (m.s.n.m.)= ZONA DE SEDIMENTACION ZONA DE LODOS TUBERIA PVC DE SALIDA CANAL DE ENTRADA DESARENADOR. N°: PROG. = COTA (m.s.n.m.)= TUVERIA PVC= DESARENADOR - CORTE AA' ESCALA: 1/50 DESARENADOR - PLANTA ESCALA: 1/50 ZONA DE SEDIMENTACION ZONA DE LODOS TUBERIA PVC DE SALIDA D = 2 1/2" COMP. METALICA C/IZAJE CANAL DE ENTRADA 5 5 5 5 5 2.50 5 0.40 5 5 1.20 1.50 5 5 5 5 CºAº FC=210 KG/CM2 5 0.35 1.10 3.10 0.40 5 5 5 5 1.50 5 5 5 5 ZONA DE SEDIMENTACION TUBERIA PVC DE SALIDA D = 2 1/2" CANAL DE ENTRADA VERTEDERO DE EXCEDENCIA CANAL DE EVACUACION HACIA LA QUEBRADA 0.20 0.40 5 A A' B B EMBOQUILLADO DE PIEDRA CºAº FC = 210 KG/CM2 ZONA DE ENTRADA 5 DESARENADOR - CORTE BB' ESCALA: 1/50 HACIA RIACHUELO 1.10 5 5 5 5 5 5 0.30 CANAL DE LIMPIA LOSA DE PASO COMP. MET. DE 0.40X0.75M 5 5 CºAº FC=210 KG/CM2 CºCº FC=210 KG/CM2 + 30% PM 5 C-01 C-02

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

valve, gate, Bell, Union thread, Pvc outlet tube, Pvc reduction, Driving channel, entry, Tee pvc, concrete, entry, Union thread, Bell, gate, valve, Pvc tube, Tee pvc, Pvc reduction, Esc .:, Esc:, Pvc driving, Irrigation canal huayllayocc, District municipality of acoria, draft:, flat, scale, region, province:, district, Approved by gopdur, drawing:, date, Lamina nª, Hydrants, Indicated, August, Topocad, Huancavelica, Acoria, Revisions, mayor:, Gopdur, observations:, Ing. Silvano huaman sedano, Ing. Felipe r. Ventura Ruiz, angle of, Nut bolt, concrete, Aza to lift the lid, Plain iron, Concrete cover, Pvc tube, plant, cut, place, Huayllayocc, catchment., Prog., Quota, Sedimentation zone, Sludge zone, Pvc outlet pipe, Input channel, Shredder., Prog., Quota, I would have, Cutter aa cut ‘, scale:, Ground shredder, scale:, Sedimentation zone, Sludge zone, Pvc outlet pipe, Comp. Metal, Input channel, Cºaº, Sedimentation zone, Pvc outlet pipe, Input channel, Dump of, leave, channel of, evacuation, to the, ravine, Stone sticking, Cºaº fc, Entrance area, Cutter cutter bb ‘, scale:, Towards brook, Clean channel, Slab, Comp. Met. from, Cºaº, Cpm

Raw text data extracted from CAD file:

\A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.7 \A1;0.5 \A1;0.05 \A1;0.5 \A1;0.1 \A1;0.1 \A1;0.05 \A1;0.04 \A1;0.06 \A1;JUNTA DE 1" \A1;0.10 \A1;0.6 VALVULA DE COMPUERTA d 3" -82.89413655778887 -82.89413655778887 -82.89413655778887 -82.89413655778887 -82.89413655778887 Y CAMPANA UNION ROSCA TUBO PVC SALIDA d 3" -82.89413655778887 -82.89413655778887 REDUCCION PVC d 6" y 8" a d 3" CANAL DE CONDUCCION d 6" y 8" ENTRADA TEE PVC d 6" y 8" CONCRETO 140 Kg/cm2. CONCRETO 140 Kg/cm2. ENTRADA UNION ROSCA Y CAMPANA COMPUERTA d 3 " VALVULA DE TUBO PVC d 3" TEE PVC d 6" y 8" REDUCCION PVC d 6" y 8" a d 3" -82.89413655778887 -82.89413655778887 -82.89413655778887 -82.89413655778887 -82.89413655778887 A A ESC.: 1/20 ESC: 1/20 A3-1/200 CONDUCCION PVC d 6" y 8" CONST.CANAL DE RIEGO HUAYLLAYOCC MUNICIPALIDAD DISTRITAL DE ACORIA PROYECTO: PLANO : ESCALA : REGION : PROVINCIA: DISTRITO : APROBADO POR GOPDUR : DIBUJO: FECHA : LAMINA Nª : HIDRANTES INDICADA AGOSTO 2006 10 TOPOCAD HUANCAVELICA HUANCAVELICA ACORIA REVISIONES ALCALDE: GOPDUR : OBSERVACIONES: ING. SILVANO HUAMAN SEDANO ING. FELIPE R. VENTURA RUIZ -82.89413655778887 -82.89413655778887 ANGULO DE 2"x2"x1/8" TUERCA Y PERNO DE 3/8" CONCRETO 140 Kg/cm2. F° d 3/8" @ 0.15 AZA PARA LEVANTAR LA TAPA DE FIERRO LISO d 3/8" TAPA DE CONCRETO DE 140 Kg/cm2. -82.89413655778887 -82.89413655778887 TUBO PVC d 3/4" -82.89413655778887 PLANTA CORTE A - A LUGAR : HUAYLLAYOCC 0,15 0,93 0,7 0,25 0,6 0,25 2.50 0,24 0.40 0,86 0,57 1.20 1.50 0,87 1,21 0,15 0,4 0.35 1.10 0,15 0.20 0,2 3.10 0.40 1,3 0,94 0,94 1.50 0,68 2,01 0,55 2,31 0.40 1,57 1.10 0,4 0,15 0,25 0,35 0,78 1,21 0.30 0,85 0,2 0,25 CAPTACION. N°: PROG. = COTA (m.s.n.m.)= ZONA DE SEDIMENTACION ZONA DE LODOS TUBERIA PVC DE SALIDA CANAL DE ENTRADA DESARENADOR. N°: PROG. = COTA (m.s.n.m.)= TUVERIA PVC= DESARENADOR - CORTE AA' ESCALA: 1/50 DESARENADOR - PLANTA ESCALA: 1/50 ZONA DE SEDIMENTACION ZONA DE LODOS TUBERIA PVC DE SALIDA D = 2 1/2" COMP. METALICA C/IZAJE CANAL DE ENTRADA 5 5 5 5 5 2.50 5 0.40 5 5 1.20 1.50 5 5 5 5 CºAº FC=210 KG/CM2 5 0.35 1.10 3.10 0.40 5 5 5 5 1.50 5 5 5 5 ZONA DE SEDIMENTACION TUBERIA PVC DE SALIDA D = 2 1/2" CANAL DE ENTRADA VERTEDERO DE EXCEDENCIA CANAL DE EVACUACION HACIA LA QUEBRADA 0.20 0.40 5 A A' B B EMBOQUILLADO DE PIEDRA CºAº FC = 210 KG/CM2 ZONA DE ENTRADA 5 DESARENADOR - CORTE BB' ESCALA: 1/50 HACIA RIACHUELO 1.10 5 5 5 5 5 5 0.30 CANAL DE LIMPIA LOSA DE PASO COMP. MET. DE 0.40X0.75M 5 5 CºAº FC=210 KG/CM2 CºCº FC=210 KG/CM2 + 30% PM 5 C-01 C-02

Language	Spanish
Drawing Type	Block
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete, Other
Measurement Units
Footprint Area
Building Features
Tags	autocad, block, distribution, DWG, fornecimento de água, intake, kläranlage, l'approvisionnement en eau, river, supply, treatment plant, uptake, wasserversorgung, water