Siphon Invested Type DWG Block for AutoCAD

Siphon Invested Type DWG Block for AutoCAD

With list of irons and metric computations

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

level, sanitary cap tank esc., squeegee, anchors, squeegee, padlock, mts., mts, mts, mts., mts, mts., mts, mts., Technical specifications, service overload, minimum ground resistance, covering, notes, the entrance to the tank must be located adjacent to the intake pipe., the perimeter sidewalk will have a minimum width of with stone treads. the construction of a perimeter fence is recommended., totals, dist., pos., scheme, partial, lengths, cant., iron spreadsheet, weight t., total, spreadsheet of materials, metrical data sheet, bag., cement, stone, common sand, gravel, cant., unite, description, sika, code, hºaº, cant., unite, description, stone pebbled, inner imperm., code, exterior plaster, spreadsheet of materials, metrical data sheet, kg., pza, cement, brick, common sand, gravel, cant., unite, description, sika, code, brick retaining wall. adobito, hºaº, cant., unite, description, brick walled, inner imperm., code, exterior plaster, similar asphalt cardboard, entry, n.t., pte, n.t., exit the network, pte, plant scenic, overflow cleaning chamber, court cut, n.a., stone pebbled, the distribution network, plaster with waterproofing, detail metal top scale, sanitary cap tank esc., squeegee, anchors, squeegee, padlock, detail metal top scale, ventilation, sewer system, cleaning, overflow, departure, entry, Location, pza, fg pipe, millimeter mesh, pvc drainage pipe, tee fg, elbow fg, pza, spreadsheet of accessories, detail, quantity, pza, unity, in., pza, step valve, strainer, elbow fg., pza, hexagonal nipple fg, universal union fg, pza, pvc adapter, pza, pvc pipe, pza, step valve, elbow fg., pza, hexagonal nipple fg, universal union fg, pza, tee fg, pza, pvc pipe, tee fg., pza, insurance, padlock br., pza, ref., sanitary metal lid, metal lid, pza, pza, pza, metal lid, pvc pipe, pvc adapter, pvc tee, hexagonal nipple fg, universal union fg, step valve, pza, elbow fg., pza, metal lid, detail metal top scale, Technical specifications, service overload, minimum ground resistance, covering, notes, the entrance to the tank must be located adjacent to the intake pipe., the perimeter sidewalk will have a minimum width of with stone treads. the construction of a perimeter fence is recommended., spreadsheet of materials, metrical data sheet, bag., cement, stone, common sand, gravel, cant., unite, description, sika, code, hºaº, cant., unite, description, inner imperm., code, exterior plaster, similar asphalt cardboard, entry, n.t., pte, n.t., exit the network, pte, plant scenic, overflow cleaning chamber, court cut, n.a., stone pebbled, plaster with waterproofing, pos, hºcº p.d., excavation, stone pebbled, hºcº p.d., excavation, pza, pvc elbow, overflow cleaning., pza, pvc elbow, the distribution network, overflow cleaning., ventilation, sewer system, cleaning, overflow, departure, entry, Location, pza, fg pipe, millimeter mesh, pvc drainage pipe, tee fg, elbow fg, pza, payroll

Raw text data extracted from CAD file:

NIVEL \A1;0.80 \A1;0.80 \A1;0.05 \A1;0.30 \A1;9.40 \A1;8.80 \A1;7.40 \A1;0.30 \A1;3.30 \A1;0.20 \A1;3.30 \A1;0.30 \A1;7.40 \A1;8.80 \A1;9.40 \A1;1.20 \A1;0.80 \A1;4.10 \A1;0.30 \A1;0.70 \A1;0.30 \A1;2.00 \A1;0.80 \A1;0.10 \A1;3.30 \A1;7.40 \A1;0.80 \A1;0.15 \A1;0.15 \A1;1.80 \A1;0.20 \A1;0.15 \A1;2.00 \A1;6.80 \A1;0.30 \A1;1.00 \A1;0.30 \A1;6.20 \A1;1.60 \A1;0.10 \A1;0.80 \A1;0.10 \A1;0.70 \A1;1.20 \A1;0.80 \A1;0.10 \A1;0.60 \A1;0.10 \A1;2.80 \A1;0.80 \A1;0.10 \A1;0.60 \A1;0.10 \A1;0.60 \A1;0.10 \A1;0.10 \A1;1.20 \A1;1.20 \A1;0.80 \A1;0.85 \A1;0.85 \A1;0.05 \A1;0.70 \A1;0.05 \A1;0.70 \A1;0.05 \A1;0.60 \A1;0.05 \A1;0.05 \A1;0.70 \A1;0.70 \A1;0.70 \A1;1.30 \A1;0.70 \A1;1.10 \A1;9.40 \A1;10.40 \A1;0.80 \A1;0.05 \A1;0.30 \A1;10.40 \A1;9.80 \A1;8.40 \A1;0.30 \A1;3.80 \A1;0.20 \A1;3.80 \A1;0.30 \A1;8.40 \A1;9.80 \A1;10.40 \A1;1.20 \A1;0.80 \A1;4.60 \A1;0.30 \A1;0.70 \A1;0.30 \A1;2.50 \A1;0.80 \A1;0.10 \A1;3.80 \A1;8.40 \A1;0.80 \A1;0.15 \A1;0.15 \A1;1.80 \A1;0.20 \A1;0.15 \A1;2.00 \A1;7.80 \A1;0.30 \A1;1.00 \A1;0.30 \A1;7.20 \A1;1.60 \A1;0.10 \A1;0.80 \A1;0.10 \A1;0.70 \A1;1.20 \A1;0.80 \A1;0.10 \A1;0.60 \A1;0.10 \A1;2.80 \A1;0.80 \A1;0.10 \A1;0.60 \A1;0.10 \A1;0.60 \A1;0.10 \A1;0.10 \A1;1.20 \A1;1.20 \A1;0.80 \A1;7.80 \A1;6.80 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.90 \A1;0.90 \A1;0.80 \A1;0.80 \A1;0.10 \A1;0.20 \A1;0.20 \A1;8.40 \A1;8.40 \A1;4.20 \A1;0.20 \A1;0.20 \A1;0.15 \A1;8.40 \A1;7.80 \A1;0.15 \A1;7.80 \A1;7.80 \A1;2.15 \A1;8.10 \A1;2.00 \A1;0.15 \A1;0.15 \A1;7.80 \A1;0.15 \A1;6.80 \A1;6.80 \A1;7.40 \A1;7.40 \A1;3.70 \A1;0.15 \A1;7.40 \A1;6.80 \A1;0.15 \A1;3.40 \A1;3.90 \A1;2.15 \A1;7.10 \A1;2.00 \A1;0.15 \A1;0.15 \A1;6.80 \A1;0.15 \A1;0.85 \A1;0.85 \A1;0.05 \A1;0.70 \A1;0.05 \A1;0.70 \A1;0.05 \A1;0.60 \A1;0.05 \A1;0.05 TAPA SANITARIA - TANQUE ESC. 1:20 -119.8914922149312 -119.8914922149312 -119.8914922149312 -119.8914922149312 -119.8914922149312 -119.8914922149312 -119.8914922149312 Jalador Anclajes Anclajes Jalador Candado -119.8914922149312 -119.8914922149312 -119.8914922149312 28 28 27 \A1;0.70 \A1;0.80 \A1;0.80 \A1;0.10 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.10 \A1;1.30 \A1;0.80 \A1;0.80 \A1;0.10 \A1;0.80 \A1;0.10 \A1;0.80 \A1;1.10 \A1;0.70 \A1;0.75 \A1;0.15 \A1;0.75 \A1;1.65 \A1;0.15 \A1;1.85 \A1;0.15 \A1;2.15 \A1;0.42 \A1;0.10 \A1;0.15 \A1;0.10 \A1;0.40 \A1;0.15 \A1;0.60 \A1;1.15 \A1;0.60 \A1;0.15 \A1;1.85 \A1;0.15 \A1;2.15 \A1;0.30 \A1;45° \A1;L= 30.00 mts. \A1;0.10 \A1;0.15 \A1;0.10 \A1;0.35 \A1;0.10 \A1;0.15 \A1;0.10 \A1;0.35 \A1;\U+22050.15 \A1;0.10 \A1;0.15 \A1;0.10 \A1;0.35 \A1;L= 30 mts \A1;0.12 \A1;0.15 \A1;0.10 \A1;0.15 \A1;0.10 \A1;0.35 \A1;L= 28.64 mts \A1;0.12 \A1;0.15 \A1;0.40 \A1;0.15 \A1;0.60 \A1;1.15 \A1;0.60 \A1;0.15 \A1;1.85 \A1;0.15 \A1;2.15 \A1;0.30 \A1;45° \A1;L= 28.59 mts. \A1;L= 40 mts. \A1;L= 98.59 mts. \A1;0.75 \A1;0.15 \A1;0.75 \A1;1.65 \A1;0.15 \A1;1.85 \A1;0.15 \A1;2.15 \A1;0.42 \A1;0.10 \A1;0.15 \A1;0.10 \A1;L= 42.43mts. \A1;L= 40.50 mts \A1;0.40 \A1;0.15 \A1;0.45 \A1;0.55 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.40 \A1;0.75 \A1;1.15 \A1;0.75 \A1;0.15 \A1;0.75 \A1;1.65 \A1;L= 30.00 mts. \A1;L= 30.00mts. \A1;L= 40.00 mts \A1;L= 30.00mts. \A1;L= 98.59 mts. \A1;L= 28.64 mts. \A1;L= 42.43 mts. \A1;L= 40.50 mts. \A1;45° \A1;45° \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;1.15 \A1;1.65 \A1;0.75 \A1;0.15 \A1;0.75 75m3 ESPECIFICACIONES TECNICAS Sobrecarga de servicio Resistencia mínima del terreno Recubrimiento 2.5 cm 1.00 Kg/cm2 100 Kg/m2 NOTAS - El ingreso al tanque debe estar localizado adyacente a la tubería de ingreso. - La acera perimetral tendrá un ancho mínimo de 0.60m, con zampeado de Piedra. - Se recomienda la construcción de un cerco perimetral. TOTALES a d a (mm) ø (m) DIST. POS. ESQUEMA d a a c b d c b a a PARCIAL LONGITUDES (m) d c a b CANT. PLANILLA DE FIERROS kg KG/M PESO T. TOTAL 766.40 1 2 3 4 5 6 0.36 0.36 0.36 0.36 0.36 0.36 7.59 6.54 7.44 6.54 2.84 2.84 4.25 6.44 2.74 5.00 7.34 2.04 0.05 36 8 0.05 4 8 8 8 4 4 8 8 36 4 0.05 0.05 0.05 0.05 273.24 26.16 11.36 26.16 267.84 11.36 0.42 0.42 0.42 0.42 0.42 0.42 114.76 10.99 4.77 10.99 4.77 112.49 PLANILLA DE MATERIALES PLANILLA DE COMPUTOS METRICOS d 7 0.80 8 8 6.40 0.42 2.69 Bolsa. m3 m3 m3 Cemento Piedra Arena común Grava CANT. UNID. DESCRIPCION 335 32.55 38.45 32.72 Sika 1 Kg 50.27 CODIGO ET-MP-01 ET-MP-02-01 ET-MP-02-02 m3 HºAº 1:2:3 CANT. UNID. DESCRIPCION 49.73 18.02 m3 m2 Zampeado de piedra 38.44 m2 Revoque Interior con/ Imperm. 1 :2 125.68 m2 155.56 CODIGO ET-CO-09-04 ET-CO-19-02 ET-CO-12-01 Revoque Exterior 1:3 ET-CO-12-01-02 PLANILLA DE MATERIALES PLANILLA DE COMPUTOS METRICOS kg. Pza. m3 m3 Cemento Ladrillo Arena común Grava CANT. UNID. DESCRIPCION 11947 25726 49.92 9.63 Sika Kg 39.51 CODIGO ET-MP-01 ET-MP-07 ET-MP-02-01 ET-MP-02-02 m3 Muro de Contención de Ladr. Adobito HºAº 1:2:3 CANT. UNID. DESCRIPCION 58.1 10.5 m3 m2 Zampeado de Ladrillo 5.0 m2 Revoque Interior con/ Imperm. 1 :2 79.0 m2 103.0 CODIGO ET-CO-10-03 ET-CO-09-04 ET-AL-08 ET-CO-12-01 Revoque Exterior 1:3 ET-CO-12-01-02 1.48 0.14 ET-MP-08 5b 7 Cartón asfáltico o similar 4 30 3 6 Entrada 1 N.T. H°C° Pte. 1% 29 N.T. 27 H°C° 24 23 22 5 5 5 5 6 3 4 6 2 1 10 11 12 10 8 8 15 13 14 Salida a la red Pte. 1% Pte. 1% Pte. 1% Pte. 1% A A PLANTA ESC 1:40 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Cámara de limpieza y rebose Cámara de limpieza y rebose CORTE A - A ESC 1:40 5 5 5 5 5 5 5 5 N.A. 5 5 5 5 5 5 8 33 Zampeado de Piedra 5 5 5 5 A la red de distribución \A1;Revoque y enlucido con impermeabilizante 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 DETALLE TAPA METALICA ESCALA 1:20 29 27 TAPA SANITARIA - TANQUE ESC. 1:20 0.85 0.85 5 5 5 5 5 Jalador Anclajes Anclajes Jalador Candado 5 5 5 28 28 5 5 DETALLE TAPA METALICA ESCALA 1:20 31 27 5 5 75m3 5a Ventilación Drenaje limpieza Rebose y Salida Entrada UBICACION Pza Tubería FG Malla milimétrica Tubería PVC drenaje Tee FG Codo FG m2 Pza Pza Pza Pza Pza PLANILLA DE ACCESORIOS DETALLE CANTIDAD m Pza UNIDAD 2 ø Pulg 1 1 8 2 2 2 1 4 2 0.20 2 Pza 4 2 Válvula de paso Colador Codo 90º FG. Pza Niple hexagonal FG Unión universal FG Pza 8 4 Adaptador PVC E-40 Pza 1 Tubería PVC E-40 m 5.00 Pza Pza Pza 2 2 Válvula de paso Codo 90º FG. Pza Niple hexagonal FG Unión universal FG Pza 8 4 Tee FG Pza 2 Tubería PVC E-40 m 8.00 m m Tee FG. Pza 1 Seguro Candado Br. 6 Pza 1 REF. 2 3 4 8 9 10 16a 17 18 19 22 23 24 25 26 5a 6 11 12 13 14 20 21 15 27 Tapa metálica sanitaria 1/8" Tapa metálica 0.80 x 0.70 Pza 2 2 Pza 1 Pza 28 29 30 Tapa metálica 1.10 x 0.80 Tubería PVC E-40 Adaptador PVC E-40 Tee PVC Niple hexagonal FG Unión universal FG Válvula de paso Pza Pza 2 Codo 90º FG. 7 1 Pza 31 Tapa metálica 1.30 x 0.80 9 16a 17 18 19 20 21 20 16a 17 19 18 26 26 26 26 26 26 DETALLE TAPA METALICA ESCALA 1:20 30 27 5 5 5 ESPECIFICACIONES TECNICAS Sobrecarga de servicio Resistencia mínima del terreno Recubrimiento 2.5 cm 1.00 Kg/cm2 100 Kg/m2 NOTAS - El ingreso al tanque debe estar localizado adyacente a la tubería de ingreso. - La acera perimetral tendrá un ancho mínimo de 0.60m, con zampeado de Piedra. - Se recomienda la construcción de un cerco perimetral. PLANILLA DE MATERIALES PLANILLA DE COMPUTOS METRICOS Bolsa. m3 m3 m3 Cemento Piedra Arena común Grava CANT. UNID. DESCRIPCION 405 38.99 46.26 39.59 Sika 1 Kg 60.83 CODIGO ET-MP-01 ET-MP-02-01 ET-MP-02-02 m3 HºAº 1:2:3 CANT. UNID. DESCRIPCION 57.24 23.01 m3 m2 51.84 m2 Revoque Interior con/ Imperm. 1 :2 152.08 m2 176.12 CODIGO ET-CO-09-04 ET-CO-19-02 ET-CO-12-01 Revoque Exterior 1:3 ET-CO-12-01-02 ET-MP-08 100M3 Cartón asfáltico o similar Entrada N.T. H°C° Pte. 1% N.T. 5 5 5 H°C° 8 8 Salida a la red Pte. 1% Pte. 1% Pte. 1% Pte. 1% A A PLANTA ESC 1:40 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Cámara de limpieza y rebose Cámara de limpieza y rebose CORTE A - A ESC 1:40 5 5 5 5 5 5 5 5 N.A. 5 5 5 5 5 5 Zampeado de Piedra 5 5 5 5 \A1;Revoque y enlucido con impermeabilizante 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 POS 1 100M3 27 25 5 5 5 25 HºCº 1:3:4 50% P.D. m3 115.15 Excavación ET-CO-04-01-02 Zampeado de piedra HºCº 1:3:4 50% P.D. m3 140.14 Excavación ET-CO-04-01-02 ER-CO-09-05 ER-CO-09-05 ET-MP-02-03-02 ET-MP-02-03-02 H°C° H°C° 5 5 5a 5b Pza 2 Codo 90º PVC 5b 7 16b 21 Rebose y Limpieza. Pza 2 Codo 90º PVC 16b 27 6 3 4 6 2 1 5a 26 20 16a 17 19 18 26 10 11 12 10 15 13 9 14 26 16a 17 18 19 20 21 26 7 4 30 3 6 1 5a 26 5b 5b 7 33 24 23 22 25 8 16b 21 29 27 26 A la red de distrib. Rebose y Limpieza. Ventilación Drenaje limpieza Rebose y Salida Entrada UBICACION Pza Tubería FG Malla milimétrica Tubería PVC drenaje Tee FG Codo FG m2 Pza Pza Pza Pza Pza PLANILLA DE ACCESORIOS DETALLE CANTIDAD m Pza UNIDAD 2 ø Pulg 1 1 8 2 2 2 1 4 2 0.20 2 Pza 4 2 Válvula de paso Colador Codo 90º FG. Pza Niple hexagonal FG Unión universal FG Pza 8 4 Adaptador PVC E-40 Pza 1 Tubería PVC E-40 m 5.00 Pza Pza Pza 2 2 Válvula de paso Codo 90º FG. Pza Niple hexagonal FG Unión universal FG Pza 8 4 Tee FG Pza 2 Tubería PVC E-40 m 8.00 m m Tee FG. Pza 1 Seguro Candado Br. 6 Pza 1 REF. 2 3 4 8 9 10 16a 17 18 19 22 23 24 25 26 5a 6 11 12 13 14 20 21 15 27 Tapa metálica sanitaria 1/8" Tapa metálica 0.80 x 0.70 Pza 2 2 Pza 1 Pza 28 29 30 Tapa metálica 1.10 x 0.80 Tubería PVC E-40 Adaptador PVC E-40 Tee PVC Niple hexagonal FG Unión universal FG Válvula de paso Pza Pza 2 Codo 90º FG. 7 1 Pza 31 Tapa metálica 1.30 x 0.80 5b Pza 2 Codo 90º PVC Pza 2 Codo 90º PVC 16b 14 14 a c a b d 0.56 0.14 d a a a c a b d 1.30 0.14 0.80 8 9 10 11 12 13 14 15 16 d 4 8 0.80 0.80 3.20 0.42 0.42 0.42 0.42 0.42 0.42 0.42 0.62 0.42 1.34 d b b a 0.15 6 8 0.05 0.11 0.54 1.35 8.10 3.40 d d b b a 0.15 8 8 0.05 0.11 0.26 0.79 6.32 2.65 d d 0.15 43 8 2.96 2.96 127.28 53.46 a d a 0.18 39 8 0.05 6.74 6.84 266.76 112.04 a d a 0.20 35 8 0.05 6.74 6.84 239.40 100.55 d 0.20 35 8 1.20 1.20 42.00 17.64 b a 0.16 90 10 2.05 0.50 2.55 229.50 142.29 71.57 a d a 0.20 8 24 0.05 7.00 7.10 170.40 TOTALES a d a (mm) ø (m) DIST. POS. ESQUEMA d a a c b d c b a a PARCIAL LONGITUDES (m) d c a b CANT. PLANILLA DE FIERROS kg KG/M PESO T. TOTAL 977.38 1 2 3 4 5 6 0.36 0.36 0.36 0.36 0.36 0.36 8.59 7.54 8.44 7.54 3.34 3.34 4.85 7.44 3.24 5.80 8.34 2.44 0.05 42 8 0.05 4 8 8 8 4 4 8 8 42 4 0.05 0.05 0.05 0.05 360.78 30.16 13.36 30.16 354.48 13.36 0.42 0.42 0.42 0.42 0.42 0.42 151.53 12.67 5.61 12.67 5.61 148.88 d 7 0.80 8 8 6.40 0.42 2.69 1.68 0.14 a c a b d 0.66 0.14 d a a a c a b d 1.50 0.14 0.80 8 9 10 11 12 13 14 15 16 d 4 8 0.80 0.80 3.20 0.42 0.42 0.42 0.62 0.42 0.42 0.42 0.62 0.42 1.34 d b b a 0.15 6 8 0.05 0.11 0.54 1.35 8.10 3.40 d d b b a 0.15 8 8 0.05 0.11 0.26 0.79 6.32 2.65 d d 0.18 42 10 3.36 3.36 141.12 87.49 a d a 0.18 44 8 0.05 7.74 7.84 344.96 144.88 a d a 0.20 40 8 0.05 7.74 7.84 313.60 131.71 d 0.20 40 8 1.20 1.20 48.00 20.16 b a 0.16 104 10 2.05 0.50 2.55 265.20 164.42 81.65 a d a 0.20 8 24 0.05 8.00 8.10 194.40 5 5 5 POS 2 POS 1 POS 2 POS 3 POS 4 POS 5 POS 6 5 5 POS 7 POS 8 POS 9 POS 10 POS 10 POS 11 5 5 ARMADURA LOSA TAPA CORTE A-A ESC 1:40 5 5 POS 13 POS 12 5 ARMADURA LOSA FONDO CORTA B-B ESC 1:40 POS 14 5 ARMADURA TABIQUE ESC 1:40 5 5 5 5 5 5 5 CORTE ARMADURA TABIQUE ESC 1:40 POS 16 POS 15 POS 16 POS 15 POS 1 5 5 5 POS 2 POS 1 POS 2 POS 3 POS 4 POS 5 POS 6 POS 7 POS 8 POS 9 POS 10 POS 10 POS 11 5 5 ARMADURA LOSA TAPA CORTE A-A ESC 1:40 5 5 POS 13 POS 12 5 ARMADURA LOSA FONDO CORTE B-B ESC 1:40 POS 14 5 5 5 ARMADURA TABIQUE ESC 1:40 5 5 5 5 5 5 5 CORTE ARMADURA TABIQUE ESC 1:40 POS 16 POS 15 POS 16 POS 15 POS 14 POS 14 DETALLE TAPA METALICA ESC 1:20 5 5 27 25 25 5 5 27 5 27 5 29 27 27 5 5 DETALLE TAPA METALICA ESCALA 1:20 5 5 31 27 27 5 5 5 30 27 27 5 5 B B A A 5 5 28 28 B B A A 5 5 5 5 Entrada 5 5 5 5 2 1 A 5 5 5 5 A N.T. +100.40 3 4 N.T. +100.40 5 5 5 5 Niv.+99.93 5 5 5 5 5 PLANTA ARMADURA TRANSICIÓN DE ENTRADA ( De Rectangular a Cuadrada ) ESC 1:20 CORTE A - A ESC 1:20 5 Tubería de PVC d 15mm. 5 Anclaje de HºCº 0.60 x 0.60 x 0.60 cms. Niv.+69.93 L= 30.00 mts. B B Tuerca de Presión Tuerca de Presión Arandela de Goma Tubería PVC E-40 Roscada Juego para Paso de Pared ESC 1:10 PASO DE PARED DETALLE ESC 1:10 CORTE B - B 5 5 5 5 5 5 5 5 5 7 8 TOTALES a d a (mm) ø (m) DIST. POS. ESQUEMA d a a c b d c b a a PARCIAL LONGITUDES (m) d c a b CANT. PLANILLA DE FIERROS kg KG/M PESO T. TOTAL 37.22 1 2 3 4 5 6 0.15 0.15 0.15 0.15 0.15 0.15 2.10 0.70 0.50 1.60 1.10 0.40 - - - - - - 2.10 10 6 0.70 12 6 6 6 46 32 6 6 28 14 1.10 1.60 0.50 0.40 21.00 8.40 50.60 51.20 14.00 5.60 0.22 0.22 0.22 0.22 0.22 0.22 4.62 1.85 11.13 11.26 1.23 3.08 d 7 0.30 32 6 9.60 0.22 2.11 a c a b d d a a a c a b d - 8 d 16 6 0.55 - 8.80 0.22 1.94 d b b a d 0.15 0.15 0.30 0.55 - - - - - - - - - - - - - - - - A B C D E F G H Niv.+100.00 Transición de Cuadrada a Circular C C 5 5 5 5 Transición de Cuadrada a Circular L= 30 mts 5 0.15 N.T. +99.00 3 4 N.T. +99.00 5 5 5 5 Niv.+98.57 5 5 5 5 5 CORTE A - A ESC 1:20 5 Tubería de PVC d 15mm. 5 Anclaje de HºCº 0.60 x 0.60 x 0.60 cms. Niv.+69.93 L= 28.59 mts. B B Niv.+98.60 Transición de Cuadrada a Circular 5 5 5 5 L= 28.64 mts 5 0.15 L= 40 mts. L= 98.59 mts. 5 5 5 5 Salida 5 5 5 5 2 1 A 5 5 5 5 A PLANTA ARMADURA TRANSICIÓN DE SALIDA ( De Rectangular a Cuadrada ) ESC 1:20 C C Transición de Cuadrada a Circular L= 42.43mts. L= 40.50 mts ESC 1:10 CORTE C - C 5 5 5 5 5 5 5 D D 5 5 5 5 5 5 5 4 5 4 6 PLANILLA DE MATERIALES Bolsa. m3 m3 m3 Cemento Piedra Arena común Grava CANT. UNID. DESCRIPCION - - - - Sika 1 Kg - CODIGO ET-MP-01 ET-MP-02-01 ET-MP-02-02 ET-MP-08 ET-MP-02-03-02 PLANILLA DE COMPUTOS METRICOS m3 HºAº 1:2:3 CANT. UNID. DESCRIPCION 0.40 2.427 m3 m2 Zampeado de piedra - m2 Revoque Interior con/ Imperm. 1 :2 - m2 - CODIGO ET-CO-09-04 ET-CO-19-02 ET-CO-12-01 Revoque Exterior 1:3 ET-CO-12-01-02 HºCº 1:3:4 50% P.D. m3 76.90 Excavación ET-CO-04-01-02 ER-CO-09-05 CORTE D - D ESC 1:20 1 2 ESQUEMA GENERAL SIN ESCALA L= 30.00 mts. L= 30.00mts. L= 40.00 mts L= 30.00mts. L= 98.59 mts. L= 28.64 mts. L= 42.43 mts. L= 40.50 mts. 5 5 Tub. PVC d 15mm. Transición de Cuadrada a Circular Transición de Cuadrada a Circular Niv.+69.93 Niv.+100.00 Niv.+99.93 Niv.+98.60 Niv.+98.57 5 5 5 5 5 5 3 4 6 CORTE E - E ESC 1:20 E E D D D D C C C C E E E E 5 5 5 5 5 a a a a a a a a REPUBLICA DE BOLIVIA SIFON INVERTIDO DIBUJANTE: LOCALIDAD: PROYECTISTA: FECHA: CODIGO: ESCALA: INDICADA REVISADO: PLANO N. 2 DE 3 PL-SA-12-01 \A1; DETALLE DE CAMARA DE ENTRADA ESC. 1:25 DETALLE DE CAMARAS DE SALIDA ESC.1:25

Language	Spanish
Drawing Type	Block
Category	Construction Details & Systems
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File Type	dwg
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Tags	autocad, béton armé, block, concrete, DWG, formwork, invested, irons, list, metric, reinforced concrete, schalung, siphon, stahlbeton, type