Attracting A Spring And Hound DWG Plan for AutoCAD

Attracting A Spring And Hound DWG Plan for AutoCAD

This map shows the uptake of water from a spring and outcrop floor plans and cut and details of its components

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

typical, perimeter, minimum, typical, Drawing: jorge bailon christian garcia, typical, note, Pipe pvc fittings must meet the ntp., For pressure fluids., Dimensioning of the overflow pipe should be, Be according to the maximum yield of the spring, flat:, draft:, sheet:, Plant cut structure, Ing., December, Indicated, Santa maria del valle peru, Santa del valle, Bdcnoul district, Type ii home pool, stairs, your B. departure, your B. Overflow, your B. departure, your B. Overflow, Clean, plant, Esc., cut, Esc., Of the lateral drains, Drilling detail, Perforations, Pipes with perforations, Tees, your B. class, your B., Tees, class, Pipes with perforations, Esc., plant, Esc., cut, your B., Concrete data, minimum, Metal cap type, gravel, Roof slab reinforcement, Esc., inspection, Mailbox of, above, Comes from the wall, down, Additional, typical, typical, Simple concrete, Additional opening, perimeter, minimum, minimum, Hydraulic seal, Seated stone, concrete, typical, down, Additional, Pipe of, Overflow, Hydraulic seal detail, Esc., see detail, Concrete data, your B. ventilation, Concrete data, sewer system, Concrete data, mesh, channel of, Runoff, Settled in concrete, Stone masonry, typical

Raw text data extracted from CAD file:

A \A1;1.55 \A1;0.20 \A1;2.00 \A1;1.50 \A1;1.70 \A1;0.10 \A1;1.20 \A1;1.50 \A1;0.15 \A1;0.55 \A1;0.65 \A1;0.10 \A1;0.20 \A1;0.30 \A1;.15 \A1;1.00 \A1;0.10 \A1;0.10 \A1;0.10 \A1;120° \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.80 \A1;45° \A1;0.30 \A1;0.80 \A1;.10 \A1;0.80 \A1;0.50 \A1;0.50 \A1;0.30 \A1;0.20 \A1;0.15 \A1;0.30 \A1;0.30 \A1;0.60 \A1;0.60 \A1;1.50 \A1;2.00 \A1;0.20 TIPICO \A1;0.15 TIPICO \A1;0.30 PERIMETRO \A1;2.00 MINIMO \A1;1.00 \A1;0.15 TIPICO \A1;.10 \A1;.15 \A1;0.20 \A1;0.20 \A1;30° \A1;30° \A1;0.50 \A1;1.00 \A1;0.60 \A1;0.10 \A1;0.10 DIBUJO: JORGE BAILON / CHRISTIAN GARCIA . \A1;0.20 TIPICO NOTA : -LA TUBERIA Y ACCESORIOS DE PVC DEBEN CUMPLIR LA NTP. ISO-4422 PARA FLUIDOS A PRESION. -EL DIMENSIONAMIENTO DEL DIAMETRO DE LA TUBERIA DEL REBOSE DEBE ESTAR DE ACUERDO AL RENDIMIENTO MAXIMO DEL MANANTIAL PLANO: PROYECTO: \LDIBUJO Y DISE\U+00D1O: \LFECHA: \LESCALA: LAMINA: PLANTA - CORTE - ESTRUCTURA ING. R\U+00D3GER \U+00C1LVAREZ DICIEMBRE - 2011 INDICADA \W1.58016; SANTA MARIA DEL VALLE \W7.91814; HU\U+00C1NUCO - PERU Santa Mar\U+00EDa del Valle \fSwis721 BdCnOul BT|b0|i0|c0|p82;MUNICIPALIDAD DISTRITAL 9B \W5.22185; PILETA DOMICILIARIA - TIPO II A A d3/8" ESCALERA f°f° 5 5 5 5 5 5 5 TUB. SALIDA TUB. REBOSE 5 5 5 5 5 5 5 5 5 TUB. SALIDA TUB. REBOSE PELDA\U+00D1OS d3/4"@.30 Y LIMPIA PLANTA ESC. 1:25 CORTE A-A ESC. 1:25 ESC. 1:5 DE LOS DRENES LATERALES DETALLE DE PERFORACIONES 5 5 5 PERFORACIONES @.10 5 TUBOS CON PERFORACIONES @.10 S=15% TEES d6"x3" TUB. d6" S=15% CLASE 7.5 5 5 5 5 5 5 TUB. d6" S=15% TEES d6"x3" CLASE 7.5 TUBOS CON PERFORACIONES ESC. 1:25 PLANTA ESC. 1:25 CORTE A-A C/.10 TUB. d3" S=15% 5 5 3 4 6 1 2 DADO DE CONCRETO f'c=140Kg/cm2 0.30x0.20x0.20m 4 3 5 1 5 7 L=10m MINIMO 5 5 5 TAPA METALICA TIPO T-1 5 5 5 5 GRAVA 3/4" A 1/2" GRAVA 1" A 3/4" GRAVA 1 1/2" A 1" 5 ARMADURA DE LA LOSA DE TECHO ESC. 1:25 d1/4"@.15 2d3/8" 5 5 5 5 INSPECCION BUZON DE d1/4"@.15 2d3/8" 5 5 d3/8 @.25 ARRIBA VIENE DEL MURO ABAJO ADICIONALES S/C=500Kg/m2 d3/8"@.25 d3/8"@.25 d3/8"@.25 <> TIPICO d3/8"@.25 d3/8"@.25 d1/4"@.15 d3/8"@.25 d3/8"@.25 d1/4"@.15 <> TIPICO d3/8"@.25 CONCRETO SIMPLE f'c=140Kg/cm2 ADICIONALES ABERTURA 2d3/8" <> PERIMETRO d1/4"@.15 <> MINIMO 5 L=10m MINIMO SELLO HIDRAULICO PIEDRA ASENTADA CONCRETO f'c=100Kg/cm2 <> TIPICO 10 11 ABAJO ADICIONALES 5 5 6 TUBERIA DE REBOSE 9 8 7 DETALLE DE SELLO HIDRAULICO ESC. 1:10 5 5 VER DETALLE 5 5 DADO DE CONCRETO TUB. VENTILACION d2" 7 11 .30x.30x.30 7 9 DADO DE CONCRETO .30x.30x.30 DRENAJE 0.15x0.15 5 0.30x0.20x0.20m f'c=140Kg/cm2 DADO DE CONCRETO 1.00 5 5 5 MALLA CANAL DE ESCURRIMIENTO 8 ASENTADA EN CONCRETO f'c=100Kg/cm2 MAMPOSTERIA DE PIEDRA 0.20 TIPICO 2

Language	Spanish
Drawing Type	Plan
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry
Measurement Units
Footprint Area
Building Features	Pool
Tags	autocad, Cut, DWG, floor, kläranlage, map, plan, plans, shows, spring, treatment plant, uptake, water