Sludge Drying And Drainage Bed DWG Block for AutoCAD

Sludge Drying And Drainage Bed DWG Block for AutoCAD

BED DRYING SEWAGE WORKS; SLUDGE DRYING SYSTEM DRAIN SYSTEMS.

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

cut, N.f.c., Box of columns, mortar ……………………………………, Masonry unit ………………. brick type iv, Albanileria …………………………………, masonry, Columns of cm. each side, Beams …………………………………….. cm., Steel ………………………………, Free coatings, Beams ……………………………., general specifications, Simple concrete, Reinforced concrete:, Stone foundation tm, Middle stone tm, Brick type iv, detail, Brick bed, gross sand, King kon brick, gross sand, Fine sand, gravel, cut, Esc:, brick, Filter detail, Esc:, gravel, slab, p.m., Esc., Foundation, your B, detail, Bored pipe, Esc:, Box of beams, Stapes detail, Esc:, Columns ……………………………., Holes of, sewer system, Enter, Floor plan, Esc:, Towards well, New new, your B. Galvanized, valve, detail, your B. Galvanized, sewer system, Foundation plan, Esc:, sewer system, cut, Esc:, gravel, mud, Fine sand, your B. Galvanized, Side wall, Thick brick sand, floor, your B, detail, gravel, mud, Fine sand, your B. Galvanized, Thick brick sand, floor, your B, detail, Pg., elevation, cut, Esc., With confined brick wall, Detail of mooring column, column, Of mooring to the foundation run, Anchor detail of columns, Overcoming, Foundation, N.f.c., sewer system, Floor plan, Esc:, Enter, valve, your B. Galvanized, sewer system, sewer system, detail, Towards well, New new, your B. Galvanized, Side wall, Side wall, your B. Galvanized, your B, detail, your B. Galvanized, gravel, Fine sand, gravel, Fine sand, Thick brick sand, mud, cut, Esc:, your B, detail, Pg., sewer system, Foundation plan, Esc:, cut, N.f.c., gravel, slab, p.m., Esc., Foundation, Box of columns, your B, detail, Bored pipe, Esc:, Box of beams, Holes of, elevation, cut, Esc., With confined brick wall, Detail of mooring column, column, Of mooring to the foundation run, Anchor detail of columns, Overcoming, Foundation, N.f.c., detail, Brick bed, gross sand, King kon brick, gross sand, Fine sand, gravel, cut, Esc:, brick, Filter detail, Esc:, mortar ……………………………………, Masonry unit ………………. brick type iv, Albanileria …………………………………, masonry, Columns of cm. each side, Beams …………………………………….. cm., Steel ………………………………, Free coatings, Beams ……………………………., general specifications, Simple concrete, Reinforced concrete:, Stone foundation tm, Middle stone tm, Brick type iv, Stapes detail, Esc:, Columns ……………………………., Lura, Drying bed, July, Indicated, design:, reviewed:, M.a.s.c, approved:, drawing:, draft:, flat, scale:, date:, sheet:, region, province, district, Ancash, to. Raymondi, Ache, Installation of the drainage system, In the hamlet of chocchi, place, Chocchi, Location, Format:, district Municipality, Hit

Raw text data extracted from CAD file:

NTN.+0.00 NTN.+0.00 \A1;.40 \A1;.40 \A1;.40 \A1;.15 \A1;.15 .03 .03 \A1;.15 \A1;.15 \A1;.15 \A1;.03 \A1;.03 \A1;2.35 \A1;2.35 \A1;.15 \A1;.20 \A1;.15 \A1;.20 \A1;.15 \A1;2.20 \A1;.15 \A1;2.50 \A1;.15 \A1;4.85 \A1;2.20 \A1;.15 \A1;2.20 \A1;.15 \A1;.50 \A1;.50 \A1;.50 \A1;.50 \A1;.15 \A1;.89 \A1;.15 \A1;2.75 \A1;.40 \A1;1.95 \A1;.40 \A1;1.95 \A1;.40 \A1;5.10 \A1;.15 \A1;1.16 \A1;1.04 \A1;1.32 \A1;.40 \A1;.65 \A1;.50 \A1;.30 \A1;.25 \A1;.40 \A1;1.65 \A1;.40 \A1;.40 \A1;.40 \A1;.15 \A1;2.20 \A1;.15 \A1;2.20 \A1;.15 \A1;.40 \A1;.40 \A1;.20 \A1;.15 \A1;1.65 \A1;.20 \A1;.15 \A1;.15 \A1;.10 \A1;.13 \A1;.40 \A1;.15 .40 .40 4@.15 .40 .40 .40 .40 .40 .20 .20 .15 .15 \A1;1.05 \A1;4.85 \A1;4.85 \A1;2.20 \A1;2.20 \A1;4.85 \A1;2.35 \A1;.15 \A1;2.30 \A1;.15 \A1;2.60 \A1;.15 \A1;3.45 \A1;1.50 \A1;.15 \A1;1.50 \A1;.15 \A1;.50 \A1;.50 \A1;.50 \A1;.50 \A1;.65 \A1;.40 \A1;.15 \A1;.40 \A1;.40 \A1;1.65 \A1;.20 \A1;.15 \A1;.15 \A1;.10 \A1;.13 \A1;.50 \A1;.30 \A1;.25 \A1;.40 \A1;1.65 \A1;.40 \A1;.20 \A1;1.50 \A1;.15 \A1;1.50 \A1;.15 \A1;.40 \A1;.40 \A1;.40 \A1;1.05 \A1;1.12 \A1;1.34 \A1;1.65 \A1;1.65 \A1;.40 \A1;1.25 \A1;.40 \A1;1.25 \A1;.40 \A1;3.70 \A1;1.50 \A1;.15 \A1;.97 \A1;.15 \A1;2.85 \A1;.15 \A1;1.19 \A1;.40 \A1;.40 \A1;.40 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;.20 .40 .40 4@.15 .40 .40 .40 .40 .40 .20 .20 .15 .15 .03 .03 \A1;.03 \A1;.03 \A1;.15 \A1;.15 \A1;.15 \A1;.20 \A1;4.85 \A1; CORTE 1-1 5 5 5 N.F.C. 5 CUADRO DE COLUMNETAS c 0.15X0.15 d1/4" 5 4d3/8" 5 As MORTERO .......................................... 1 : 4 (CEMENTO - ARENA) f'b= 70 Kg./cm2. UNIDAD DE ALBAÑILERIA ................... LADRILLO TIPO IV ALBANILERIA ....................................... f'm= 100 Kg./cm2. ALBANILERIA COLUMNETAS DE AMARRE.................3.0 cm. A CADA LADO VIGAS ............................................ 3.0 cm. ACERO .................................... fy= 4200 Kg./cm2. RECUBRIMIENTOS LIBRES VIGAS .................................. fc= 175 Kg./cm2. ESPECIFICACIONES GENERALES CONCRETO SIMPLE CONCRETO ARMADO: CIMIENTO CORRIDO, C:H= 1:10+30% PIEDRA GRANDE TM 10" SOBRECIMIENTO, C:H= 1:8+25% PIEDRA MEDIANA TM 4" 13 cm 24 cm 9 cm LADRILLO TIPO IV DETALLE 2 CAMA DE LADRILLO 5 5 ARENA GRUESA Ladrillo king kon 9x13x24 ARENA GRUESA ARENA FINA GRAVA 5 5 5 5 3 3 CORTE 3-3 ESC: 1/25 LADRILLO DETALLE DEL FILTRO 9x13x24 cm ESC: 1/25 Grava Losa f`c= 175\fArial|b0|i0|c204|p34;kg/cm2\fArial|b0|i0|c0|p34; +30% PM. ESC. 1/20 CIMENTACION TUB F 6 "S-25 DETALLE 1 TUBERIA AGUJEREADA ESC: 1/10 A B C 5 5 c-1 4d3/8" CUADRO DE VIGAS v 0.15X0.20 d1/4" As v-101 5 2d3/8" 5 2d3/8" 2d1/2" V-101 R@.20 1@.05, 1@.10, 1@. 2d1/2" 2d3/8" R@.20 1@.05, 1@.10, 1@. DETALLE DE ESTRIBOS ESC: 1/25 COLUMNETAS .................................. fc= 175 Kg./cm2. 5 5 2d1/2" 2d1/2" 2d3/8" Agujeros de Ø 10mm DRENAJE S=3% 5 5 5 5 Ingresa 5 5 5 5 5 5 PLANO DE PLANTA ESC: 1/25 Hacia Pozo Tub.\fArial|b0|i0|c204|p34; \fSymbol|b0|i0|c2|p18;F \fTimes New Roman|b0|i0|c238|p18;6\fArial|b0|i0|c238|p34;"\fArial|b0|i0|c0|p34; \fArial|b0|i0|c238|p34;S-2\fTimes New Roman|b0|i0|c238|p18;5 Tub. galvanizada Ø 6" 5 5 Valvula d160mm 5 5 A A DETALLE 2 DETALLE 2 Tub. galvanizada Ø 6" 1 1 1 5 5 5 5 5 5 5 5 5 5 C-1 DRENAJE S=3% PLANO DE CIMENTACIONES ESC: 1/25 DRENAJE S=3% 5 5 3 1 2 5 5 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CORTE A - A ESC: 1/25 5 5 Grava 4% LODO NTN.+0.00 Arena fina 5 5 5 5 Tub. galvanizada Ø6" MURO LATERAL MURO LATERAL Arena gruesa y ladrillo 4% Piso TUB F 6 "S-25 DETALLE 1 f`c= 140\fArial|b0|i0|c204|p34; kg/cm2 5 5 5 5 5 Grava 4% LODO Arena fina 5 Tub. galvanizada Ø6" Arena gruesa y ladrillo 4% Piso TUB F 6 "S-25 DETALLE 1 f`c= 140\fArial|b0|i0|c204|p34; kg/cm2 NTN.+0.00 f`c= 140\fArial|b0|i0|c204|p34;kg/cm2\fArial|b0|i0|c0|p34; +30% PG. v-101 3 3 3 3 d1/4": RESTO@.20 1@.05, 1@.05, 1@.10, 1@. d1/4": RESTO@.20 1@.05, 1@.05, 1@.10, 1@. ELEVACION CORTE ESC. 1:20 CON MURO LADRILLO CONFINADO DETALLE DE COLUMNETA DE AMARRE d COLUMNA 5 5 5 5 DE AMARRE AL CIMIENTO CORRIDO DETALLE DE ANCLAJE DE COLUMNAS SOBRECIMIENTO CIMIENTO \A1;COLUMNETA C-1 ESC:1/20 4Ø3/8" N.F.C. 5 5 4@.15 5 5 5 5 5 Ø1/4" 1@.05, 1@.1, R@.20 DRENAJE S=3% 5 5 5 5 5 5 5 PLANO DE PLANTA ESC: 1/25 5 5 5 5 A A Ingresa Valvula d160mm Tub. galvanizada Ø 6" DRENAJE S=3% 5 5 5 5 DRENAJE S=3% DETALLE 2 DETALLE 2 5 5 5 5 5 5 Hacia Pozo Tub.\fArial|b0|i0|c204|p34; \fSymbol|b0|i0|c2|p18;F \fTimes New Roman|b0|i0|c238|p18;6\fArial|b0|i0|c238|p34;"\fArial|b0|i0|c0|p34; \fArial|b0|i0|c238|p34;S-2\fTimes New Roman|b0|i0|c238|p18;5 Tub. galvanizada Ø 6" 5 5 5 5 5 NTN.+0.00 5 5 MURO LATERAL 5 5 5 5 v-101 5 5 5 5 5 5 5 MURO LATERAL NTN.+0.00 5 5 5 5 5 Tub. galvanizada Ø6" TUB F 6 "S-25 DETALLE 1 Tub. galvanizada Ø6" f`c= 140\fArial|b0|i0|c204|p34; kg/cm2 f`c= 140\fArial|b0|i0|c204|p34; kg/cm2 Grava 4% Arena fina 4% Grava 4% Arena fina 4% Arena gruesa y ladrillo Arena gruesa y ladrillo LODO LODO 5 CORTE A - A ESC: 1/25 3 3 3 3 5 TUB F 6 "S-25 DETALLE 1 5 f`c= 140\fArial|b0|i0|c204|p34;kg/cm2\fArial|b0|i0|c0|p34; +30% PG. DRENAJE S=3% DRENAJE S=3% C-1 C-1 C-1 C-1 C-1 C-1 1 C-1 C-1 C-1 2 3 A B C 5 5 5 5 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 5 5 5 5 5 5 PLANO DE CIMENTACIONES ESC: 1/25 5 5 5 5 5 5 5 CORTE 1-1 5 5 5 N.F.C. 5 Grava Losa f`c= 175\fArial|b0|i0|c204|p34;kg/cm2\fArial|b0|i0|c0|p34; +30% PM. ESC. 1/20 CIMENTACION CUADRO DE COLUMNETAS c 0.15X0.15 d1/4" 5 4d3/8" 5 As TUB F 6 "S-25 DETALLE 1 TUBERIA AGUJEREADA ESC: 1/10 c-1 4d3/8" CUADRO DE VIGAS v 0.15X0.20 d1/4" As v-101 5 2d3/8" 5 R@.20 1@.05, 1@.10, 1@. 2d1/2" 2d3/8" R@.20 1@.05, 1@.10, 1@. 2d1/2" Agujeros de Ø 10mm ELEVACION CORTE ESC. 1:20 CON MURO LADRILLO CONFINADO DETALLE DE COLUMNETA DE AMARRE d COLUMNA 5 5 5 5 DE AMARRE AL CIMIENTO CORRIDO DETALLE DE ANCLAJE DE COLUMNAS SOBRECIMIENTO CIMIENTO \A1;COLUMNETA C-1 ESC:1/20 4Ø3/8" N.F.C. 5 5 4@.15 5 5 5 5 5 Ø1/4" 1@.05, 1@.1, R@.20 DETALLE 2 CAMA DE LADRILLO 5 5 ARENA GRUESA Ladrillo king kon 9x13x24 ARENA GRUESA ARENA FINA GRAVA 5 5 5 5 3 3 CORTE 3-3 ESC: 1/25 LADRILLO DETALLE DEL FILTRO 9x13x24 cm ESC: 1/25 MORTERO .......................................... 1 : 4 (CEMENTO - ARENA) f'b= 70 Kg./cm2. UNIDAD DE ALBAÑILERIA ................... LADRILLO TIPO IV ALBANILERIA ....................................... f'm= 100 Kg./cm2. ALBANILERIA COLUMNETAS DE AMARRE.................3.0 cm. A CADA LADO VIGAS ............................................ 3.0 cm. ACERO .................................... fy= 4200 Kg./cm2. RECUBRIMIENTOS LIBRES VIGAS .................................. fc= 175 Kg./cm2. ESPECIFICACIONES GENERALES CONCRETO SIMPLE CONCRETO ARMADO: CIMIENTO CORRIDO, C:H= 1:10+30% PIEDRA GRANDE TM 10" SOBRECIMIENTO, C:H= 1:8+25% PIEDRA MEDIANA TM 4" 13 cm 24 cm 9 cm LADRILLO TIPO IV 2d3/8" 2d1/2" V-101 DETALLE DE ESTRIBOS ESC: 1/25 COLUMNETAS .................................. fc= 175 Kg./cm2. 5 5 2d1/2" 2d3/8" d1/4": RESTO@.20 1@.05, 1@.05, 1@.10, 1@. d1/4": RESTO@.20 1@.05, 1@.05, 1@.10, 1@. 5 LURA LECHO DE SECADO JULIO DEL 2012 INDICADA DISEÑO: REVISADO: M.A.S.C APROBADO: DIBUJO: Marco_Sanz7@hotmail.com PROYECTO: PLANO : ESCALA: FECHA: PT-06 N° LAMINA: : REGION PROVINCIA DISTRITO : : ANCASH A. RAYMONDI ACZO INSTALACIÓN DEL SISTEMA DE DESAGUE EN EL CASERÍO DE CHOCCHI LUGAR : CHOCCHI UBICACIÓN FORMATO: A-1 MUNICIPALIDAD DISTRITAL DE ACZO

Language	Spanish
Drawing Type	Block
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Steel
Measurement Units
Footprint Area
Building Features
Tags	autocad, bed, block, drain, drainage, drying, DWG, kläranlage, sewage, sludge, system, systems, treatment plant, works