Sewage System – Details DWG Detail for AutoCAD

Sewage System – Details DWG Detail for AutoCAD

Sewage System – Details

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

cut, level of pavement, slab lid, class concrete, brick masonry, mortar, class concrete, apple stone, variable, cut, plant, variable, anchor block, class concrete, concrete, esc:, cameras with fall, mm., mm, rings stirrups, mm., detail of stirrup rings, esc:, of mm., both senses, mm ring., of cm., mm ring., of mm. cm., both senses, concrete, provisional cover m., esc:, normal inspection cameras, plant, masonry inspection chamber, cut, plant, bc. cm min., cm. min., seat, cm. min., seat, bc cm. min., cm. min., seat, bc min., bc cm. min., seats for ho tubes, astm standard, compacted, common ground, compacted, sifted earth, gravel, sifted earth, compacted, common ground, compacted, sifted earth, compacted, gravel, compacted, common ground, compacted, sifted earth, Flush, natural pav, Flush, natural pav, astm standard, seats for ho tubes, washed, seat, seats for ho tubes, astm standard, sifted earth, compacted, common ground, compacted, astm standard, seats for ho tubes, cm. min., m. min., Flush, natural pav, Flush, m. min., cm. min., compacted, common ground, compacted, sifted earth, m. min., cm. min., gravel, sifted earth, compacted, common ground, compacted, seat, Flush, natural pav, ho so min., cm. min., washed, ho so min., bf support factor, references, minimum amount, cm., washed, graphic:, santa cruz de la sierra, ing. gonzalo toledo, karina guaman u., ing. gonzalo toledo, caem ltda, greeley and hansen, rev:, date:, sheet:, from:, reference, do not., date, review, approval, hazen and sawyer, draft:, drawing:, revised:, plane of seats, agreement, Republic of Bolivia, City of Santa Cruz de la Sierra, normal filling, cm min., gross sand, passes through sieve, do not. not retained, min., interior plaster, mortar, cms., sliding stone, Cyclopean concrete, base slab, of m., from heights to, class concrete, apple stone, sliding stone, Inspection camera, base slab, Cyclopean concrete, variable, slab lid, level of pavement, for higher heights, concrete tube, armed, note:, for falls in major inspection chambers m. the same criteria will be taken into account, plant, cut, measurements in meters, coating cm, fck, references, esc:, slab lid, draft, sanitary sewer, flat, camera types, of inspection

Raw text data extracted from CAD file:

0.16 \A1;h>0.80 m. \A1;0.40 \A1;0.40 \A1;0.015 \A1;1.86 \A1;0.50 \A1;.14 \A1;0.6 \A1;.14 \A1;VARIABLE \A1;0.25 \A1;1.86 \A1;1.00 \A1;e \A1;e \A1;0.72 \A1;0.06 \A1;0.60 \A1;0.06 \A1;0.08 \A1;de \A1;0.10 \A1;0.09 \A1;1.00 a 1.20 \A1;0.16 CORTE A - A NIVEL DE PAVIMENTO LOSA Y TAPA HORMIGON CLASE A - 3 MAMPOSTERIA DE LADRILLO MORTERO 1:4 HORMIGON CLASE "B - 2" PIEDRA MANZANA H VARIABLE 0.40 H 0.60 H 0.15 0.60 0.12 0.12 0.60 0.16 1.00 1.86 0.20 1.86 1.00 de CORTE A - A PLANTA A A A A .14 0.6 .14 1:5 1:5 0.50 0.25 1.86 VARIABLE BLOQUE DE ANCLAJE BLOQUE DE ANCLAJE HORMIGON CLASE "B-2" HORMIGON "A-3" ESC: 1:40 CAMARAS CON CAIDA de O 6 mm. c/20 (distribucion) O de 10 mm c/10 Anillos y estribos (ver detalle) 0.10 0.09 6 O 8 mm. (anillos) 19 - O 6 mm c/12 c/u 0.46 m. (estribos) DETALLE DE ANILLOS Y ESTRIBOS ESC: 1:2 O DE 6 mm. c/10 Ambos sentidos 0.72 Anillo O de 6 mm. O de 12 - 46 cm. Anillo O de 6 mm. 0.08 O de 6 mm. c\10 cm. Ambos sentidos 0.06 0.60 0.06 Hormigon A-3 TAPA PROVISIONAL 0.72 m. ESC: 1:10 CAMARAS NORMALES DE INSPECCION 1:5 1:5 PLANTA 1: 5 1: 5 0.40 0.40 1 :5 1 :5 de 1:5 1:5 0.015 CAMARA DE INSPECCION DE MAMPOSTERIA h <=0.80 e e A A CORTE A - A PLANTA 0.10 0.10 0.20 0.16 Ho "A-3" 1/8 Bc. o 10 cm min. 30 cm. min. ASIENTO B1 Bd 30 cm. min. Bc ASIENTO D ASIENTO B2 1/4 Bc o 10 cm. min. 30 cm. min. 30 cm. min. Bd ASIENTO C Bc/2 Bf=1.9 Bc 1/6 Bc min. 1/8 Bc o 10 cm. min. ASIENTOS PARA TUBOS DE Ho NORMA ASTM C12 Bf=2.2 COMPACTADA TIERRA COMUN COMPACTADA TIERRA CERNIDA RIPIO RIPIO TIERRA CERNIDA COMPACTADA TIERRA COMUN COMPACTADA TIERRA CERNIDA COMPACTADA RIPIO COMPACTADA TIERRA COMUN COMPACTADA TIERRA CERNIDA COTA RASANTE NATURAL O PAV. NATURAL O PAV. COTA RASANTE COTA RASANTE NATURAL O PAV. NORMA ASTM C12 ASIENTOS PARA TUBOS DE Ho LAVADO LAVADO Bc/2 Bd Fc=1.1 A B Fc=1.5 p= 1% Bf= 4.8 ASIENTO A1 ASIENTO A2 ASIENTOS PARA TUBOS DE Ho NORMA ASTM C12 TIERRA CERNIDA COMPACTADA TIERRA COMUN COMPACTADA NORMA ASTM C12 ASIENTOS PARA TUBOS DE Ho 1/4 D o 10 cm. min. 0.30 m. min. Bc/4 COTA RASANTE NATURAL O PAV. NATURAL O PAV. COTA RASANTE Bc/4 0.30 m. min. 1/4 D o 10 cm. min. COMPACTADA TIERRA COMUN COMPACTADA TIERRA CERNIDA 1/2 Bc 0.30 m. min. 1/4 D o 10 cm. min. RIPIO TIERRA CERNIDA COMPACTADA TIERRA COMUN COMPACTADA ASIENTO A4 COTA RASANTE NATURAL O PAV. Bc + 20cm o 1.25 Bc Ho So H21 min. Ho So H21 min. 1/4 D o 10 cm. min. LAVADO Ho So H21 min. Bf = Factor de Apoyo REFERENCIAS : P = Cuantia Minima d 8 c/10 cm. d 6 c/30 cm. LAVADO d 6 c/30 d 8 c/15 GRAFICO: 1 SANTA CRUZ DE LA SIERRA Abril, 1995 ING. GONZALO TOLEDO KARINA GUAMAN U. ING. GONZALO TOLEDO CAEM Ltda. GREELEY AND HANSEN REV: FECHA: HOJA: DE: REFERENCIA : NO. FECHA REVISION APROBACION : HAZEN AND SAWYER PROYECTO: DIBUJO: REVISO: PLANO DE ASIENTOS CONVENIO BID.ATN/SF-JF-3697-BO REPUBLICA DE BOLIVIA CIUDAD DE SANTA CRUZ DE LA SIERRA 1 14-AS-1 Bd Relleno normal 10 cm min. Arena gruesa pasa por tamiz No. 4, retenido No. 20 min. 10 cm REVOQUE INTERIOR Y EXTERIOR, MORTERO 1:3 e = 1.5 cms. 0.15 0.28 40% DE PIEDRA DESPLAZADORA HORMIGON CICLOPEO 1:2:4 LOSA BASE 0.14 <= e <= 0.28 m. 1.56 <= de <= 1.58 m. a = de + 0.30 m. e 1.00 e 1.00 a 1.20 h>0.80 m. 0.16 DE LADRILLO,PARA ALTURAS HASTA 2.50m. 1/2 d HORMIGON CLASE "B - 2" HORMIGON CLASE A - 3 PIEDRA MANZANA 40% DE PIEDRA DESPLAZADORA CAMARA DE INSPECCION DE H°A° a= de+0.30m. 1:5 0.15 1:5 0.10 LOSA BASE HORMIGON CICLOPEO 1:2:4 0.20 de 1.20 H VARIABLE 0.16 LOSA Y TAPA NIVEL DE PAVIMENTO 0.60 0.12 0.12 0.60 PARA ALTURAS MAYORES A 2.50m. TUBO DE HORMIGON ARMADO 0.15 Nota: Para caidas en cámaras de inspección mayores a 2.50 m. se tomará en cuenta los mismos criterios PLANTA 1 :5 1 :5 CORTE A - A A A medidas en metros recubrimiento = 3.0 cm Fy = 5000 kg/cm2 fck = 210 kg/cm2 REFERENCIAS ESC: 1:10 LOSA TAPA PROYECTO : ALCANTARILLADO SANITARIO "VILLA BELLA" U R B A N I Z A C I O N PLANO : TIPOS DE CAMARAS DE INSPECCION

Language	Spanish
Drawing Type	Detail
Category	Mechanical, Electrical & Plumbing (MEP)
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry
Measurement Units
Footprint Area
Building Features
Tags	autocad, DETAIL, details, DWG, einrichtungen, facilities, gas, gesundheit, l'approvisionnement en eau, la sant, le gaz, machine room, maquinas, maschinenrauminstallations, provision, sewage, system, wasser bestimmung, water