Surface Water Uptake DWG Block for AutoCAD

Surface Water Uptake DWG Block for AutoCAD

Grill and step well

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

Water calculation, Profile equation, profile, detail, scale:, scale, Clamping hinge, Clamping hinge, Grid view details, Mm strip, number of, Fins, Dump of excesses, Output box, dump, dam, Depreciation well, rack, Side wall, of protection, Collection chamber, To the sandblast, Overflow, Side wall, List of capture accessories, description, Short stretch hg rl, Short stretch hg rr, Universal hg., sign, Long, Overflow, Tee hg, Short stretch hg rr, Bronze damper valve, Pvc section, Elbow pvc, Adapter h., Pvc section, Stretch hg lr, Elbow hg, Stretch hg rr, Universal hg, Short stretch hg rl, Universal hg, Short stretch hg rr, Bronze damper valve, Short stretch hg rr, Exit to the grinder, Section pvc mpa, Pvc adapter hg., H. simple, Metal dump, Metal dump, drain, your B. Pvc, Broken sigchacay, Flouted, Oits ing. Branlyn gutierrez, Support consultant, Drinking water system orchards canton zaruma, Local municipal government, Prayers, Miduvi, Canton zaruma, approved:, content:, Municipal sanitation equipment, consultant:, drawing:, Provincial team, Indicated, date:, scale:, Catchment work, sheet:, Prayers, Water sanitation program for, Rural communities small towns, Mm., H. simple, Mm., scale, Water collection plant, cut, scale, cut, scale, ravine, Metal dump detail, unscaled, your B. Pvc, Wooden posts, Site of the catchment site, Mechals, your B., Prospect of funding, Side walls, concrete, Flouted, Mechals, concrete, scale, cut, Collection chamber, Tub.pvc, dam, bottom of the river, Water calculation, Profile equation

Raw text data extracted from CAD file:

\A1;5.00 \A1;1.35 \A1;0.90 \A1;0.60 \A1;90° \A1;1.00 \A1;1.15 \A1;1.20 \A1;0.80 \A1;2.40 \A1;0.15 \A1;2.12 \A1;2.12 \A1;0.57 \A1;0.30 \A1;0.10 \A1;0.10 \A1;0.20 \A1;1.20 \A1;5.00 \A1;5.80 \A1;1.50 \A1;0.15 \A1;1.35 \A1;0.95 \A1;0.80 \A1;1.10 \A1;0.80 \A1;0.70 \A1;0.25 \A1;0.20 \A1;1.41 \A1;0.20 \A1;0.15 \A1;0.10 \A1;1.00 \A1;1.40 \A1;0.70 \A1;8.75 \A1;2.80 \A1;1.00 \A1;1.20 \A1;0.20 \A1;0.10 \A1;0.15 \A1;8.75 \A1;5.80 \A1;0.20 \A1;0.30 \A1;0.80 \A1;0.30 \A1;2.80 \A1;0.20 \A1;1.20 \A1;0.30 \A1;0.30 \A1;0.30 \A1;1.00 \A1;1.40 CALCULO DEL AZUD ECUACION DEL PERFIL K=2.0 n=1.85 X(m) Y(m) 0 0 0.2 0.03 0.35 0.1 0.5 0.18 0.65 0.3 0.8 0.44 0.95 0.6 1.1 0.79 1.25 1 Y=0.663X 1.85 2" x 2" x 1/2" PERFIL L DETALLE "A" ESCALA: S/E D E T A L L E D E R E J I L L A ESCALA S / E 0.25 BISAGRA DE SUJECION .01 .01 .01 BISAGRA DE SUJECION 0.05 0.10 0.25 REJILLA DE FONDO VER DETALLES 200mm PLETINA DE 25 x 10 mm 0.57 \A1;0.10 \A1;0.10 NUMERO DE BARROTES=29 ESPACIAMIENTO=10mm ALETAS VERTEDERO DE EXCESOS CAJA DE SALIDA VERTEDERO DIQUE POZO DE AMORTIZACION REJILLA MURO LATERAL DE PROTECCION CAMARA DE RECOLECCION 5 5 5 5 S6 S7 AL DESARENADOR D= 4" S2 S3 S5 S2 S3 S4 S1 D6 D8 DESAGUE Y DESBORDE D3 D3 D1 MURO LATERAL LISTA DE ACCESORIOS DE LA CAPTACION 4" 4" 4" 4" 4" 4" 4" 4" 4" DESCRIPCION TRAMO CORTO HG - RL TRAMO CORTO HG - RR UNIVERSAL HG. N ° SIGNO d (pulg) 1 D1 4" 3 2 D3 D2 LONG. 0.30 DESAGUE Y DESBORDE 0.10 TEE HG TRAMO CORTO HG - RR VALVULA COMPUERTA DE BRONCE TRAMO PVC CODO PVC 45 ADAPTADOR H. PVC-HG 1 1 1 D4 D5 D6 110 mm 1 1 1 D7 D8 D9 110 mm 110 mm 0.50 4.70 TRAMO PVC TRAMO HG LR CODO HG 90 TRAMO HG RR UNIVERSAL HG 1 1 1 D12 D11 D10 110 mm 2 D13 1 D14 0.15 0.60 3.00 TRAMO CORTO HG - RL UNIVERSAL HG TRAMO CORTO HG - RR VALVULA COMPUERTA DE BRONCE TRAMO CORTO HG - RR 1 4" S1 S2 4" 1 S4 1 S5 4" 4" 2 S3 4" 0.50 0.30 0.15 SALIDA AL DESARENADOR TRAMO PVC E/C 0.80 MPa S7 110 mm 1 6.0 1 S6 ADAPTADOR PVC - HG. 110 mm H. Simple 210 kg/cm2 D12 D11 D6 D7 D8 D2 D2 D4 D3 D3 D1 D5 D3 D13 D14 D13 D9 5 VERTEDERO METALICO D9 D2 D2 D5 D3 D4 D7 D10 VERTEDERO METALICO DESAGUE TUB. PVC 200mm J=2% L= 2.5m QUEBRADA SIGCHACAY ZAMPEADO 2 de 24 OITS Ing. Branlyn Gutierrez Consultora de Apoyo (CAI) SISTEMA DE AGUA POTABLE HUERTAS - CANTON ZARUMA GOBIERNO LOCAL MUNICIPAL PRAGUAS MIDUVI CANTON ZARUMA 2000 - 2004 APROBADO: CONTENIDO: Equipo Municipal Saneamiento (EMS) CONSULTOR: DIBUJO: Equipo Provincial Praguas (EPP) SEP./2002 INDICADAS FECHA: ESCALA: OBRA DE CAPTACION LAMINA: PRAGUAS PROGRAMA DE AGUA Y SANEAMIENTO PARA COMUNIDADES RURALES Y PEQUEÑOS MUNICIPIOS 5 5 5 5 5 1 d 10 mm. a 20 H. Simple 210 kg/cm2 1 d 10 mm. a 20 5 A A B B C C 1:50 ESCALA PLANTA DE CAPTACION CON AZUD CORTE B - B ESCALA 1:25 CORTE A - A 1:25 ESCALA 5 5 5 0.30 5 5 P 1565.00 1561.00 QUEBRADA "SIGCHACAY" 5cm Qc = 7.19 lts/seg. DETALLE VERTEDERO METALICO SIN ESCALA \A1;0.10 \A1;0.10 \A1;0.30 \A1;0.10 \A1;0.50 \A1;0.15 \A1;0.25 TUB. PVC d=200mm L=2.5m J=2% 0.20 CERRAMIENTO POSTES DE MADERA Y ALAMPRE DE PUAS EMPLAZAMIENTO DE LA OBRA DE CAPTACION - DESARENADOR \A1;20.33 \A1;6.79 \A1;5.30 \A1;1.00 5 5 5 5 5 5 5 5 5 5 MECHINALES TUB. PVCd=110mm PERSPECTIVA DE LA CAPTACION MUROS LATERALES 0.70 0.25 5 HORMIGON f'c=180 kg/cm2 HORMIGON f'c=210 kg/cm2 HORMIGON f'c=210 kg/cm2 5 0.20 5 5 1.00 5 0.70 2 8.75 ZAMPEADO MECHINALES HORMIGON f'c=210 kg/cm2 1:25 ESCALA CORTE C - C 2.80 1.00 1.20 CAMARA DE RECOLECCION TUB.PVC d=200mm 5 5 DIQUE 5 5 5 5 5 5 5 5 5 5 FONDO DEL RIO 5 5 5 1.00 5 CALCULO DEL AZUD ECUACION DEL PERFIL K=2.0 n=1.85 X(m) Y(m) 0 0 0.2 0.03 0.35 0.1 0.5 0.18 0.65 0.3 0.8 0.44 0.95 0.6 1.1 0.79 1.25 1 Y=0.663X 1.85

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