Stands Traps Hogs DWG Detail for AutoCAD

Stands for HA º shuttle and receiving pigs in gas pipelines, with construction details and sheet steel

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

Kaiser, Engineering in oil services, Petrosur, Grout, Hopo, Grout, Hopo, Grout, Proy., Hopo, Collector infield header, Buried line, Ddv, observation, kind, kind, bar, code, do not. pieces, length, kind, armor, kind, kind, Length of each side, kind, kind, Iron sheet, All dimensions are bar ends., Notes:, All codes are for this plane., The quantities shown on the spreadsheet are for one piece only., T.o.c. Upper level of the concrete, B.o.c. Lower level of concrete, cough. Natural terrain level, Abbreviations, Poor concrete, Proy. projection, Foundation skid, Plant view, Foundation, Clip, Plant view, cough., T.o.c., B.o.c., Grout, filling, Compacted, Hopo, Grout, Cod, Plate, cut, Clip, Plate, Skid, Hopo, cut, Compacted, Cod, Skid edge, Clip plate, detail, Plant view, Grout, Proy., concrete, Skid edge, Anchor bolt, Skid, Clip plate, elevation, Anchor bolt, Typical detail, Pitch trap, filling, Skid, Skid, cough., T.o.c., B.o.c., note, camera, N.p., Floor of hoao, Material Computing, description, unity, quantity, Fund., Fund., pieces, total, Floor of hoao, N.p., Industrial drainage, camera, Std steel tube, Std steel tube, Tube crossing, With foundation, Tube crossing, With foundation, detail, Floor of hoao, both senses, Floor of hoao, Typical detail, N.p., Hopo, natural terrain, Compacted, cough., cut, camera, Slop, Kaiser, Engineering in oil services, Petrosur, Grout, Hopo, Grout, Hopo, Grout, Proy., Hopo, Access road, Buried line, observation, kind, kind, bar, code, do not. pieces, length, kind, armor, kind, kind, Length of each side, kind, kind, Iron sheet, All dimensions are bar ends., Notes:, All codes are for this plane., The quantities shown on the spreadsheet are for one piece only., T.o.c. Upper level of the concrete, B.o.c. Lower level of concrete, cough. Natural terrain level, Abbreviations, Poor concrete, Proy. projection, Foundation skid, Plant view, Skid, Skid, Foundation, Clip, Plant view, cough., T.o.c., B.o.c., Grout, Natural soil, Compacted, Hopo, Grout, Cod, Plate, cut, Clip, Plate, Skid, cough., T.o.c., B.o.c., Hopo, cut, Natural soil, Compacted, Cod, Skid edge, Clip plate, detail, Plant view, Grout, Proy., concrete, Skid edge, Anchor bolt, Skid, Clip plate, elevation, detail, Anchor bolt, Typical detail, Material Computing, description, unity, quantity, Fund., Fund., pieces, total, Pitch trap, camera, Floor of hoao, Industrial drainage, N.p., Std steel tube, Std steel tube, Tube crossing, With foundation, Tube crossing, With foundation, camera, camera, Floor of hoao, both senses, Floor of hoao, Typical detail, N.p., Hopo, natural terrain, Compacted, cough., cut, Slop

Raw text data extracted from CAD file:

KAISER INGENIERIA EN SERVICIOS PETROLEROS PETROSUR \A1;230 \A1;1170 \A1;1070 \A1;230 \A1;1400 \A1;1300 \A1;2700 \A1;175 \A1;250 \A1;175 \A1;600 \A1;300 \A1;300 \A1;950 \A1;800 \A1;200 \A1;25 GROUT \A1;3300 \A1;2700 \A1;40 \A1;40 \A1;13-COD 130 @ 217 \A1;1000 \A1;40 \A1;50 HoPo \A1;950 \A1;500 \A1;200 \A1;25 GROUT \A1;1200 \A1;600 \A1;75 \A1;\W0.85;4-COD 131 \A1;75 \A1;1000 \A1;75 \A1;40 \A1;11-COD 134 @ 250 \A1;300 \A1;75 \A1;50 HoPo \A1;89 \A1;38 \A1;127 \A1;38 \A1;76 \A1;71 \A1;38 \A1;25 \A1;102 \A1;25 GROUT \A1;19 \A1;110 PROY. \A1;102 \A1;559 \A1;d7/8" \A1;102 \A1;2.14° \A1;2.14° \A1;2.14° \A1;2.14° \A1;1352 \A1;750 \A1;1370 \A1;1370 \A1;180 \A1;180 \A1;3100 \A1;2799 \A1;375 \A1;14746 \A1;2799 \A1;1400 \A1;2799 \A1;2799 \A1;375 \A1;1400 \A1;602 \A1;350 \A1;675 \A1;1350 \A1;3839 \A1;1745 \A1;70 \A1;70 \A1;50 HoPo \A1;70 \A1;150 COLECTOR INFIELD HEADER linea enterrada MGR-x1 519.0 518.2 518.4 518.6 518.4 516.6 517.0 517.4 518.0 516.6 DDV DDV 00-RT-022 E E \A1; B B D OBSERVACION C 3 650 12 mm (1/2") 130 13 C E F C D TIPO 6 A E TIPO 4 BARRA d CODIGO No. PIEZAS LONGITUD TIPO ARMADURA TIPO 1 TIPO 2 TIPO 3 A B A TIPO 5 LONGITUD DE CADA LADO TIPO 7 A TIPO 8 B A F A E D B C C B A B C PLANILLA DE HIERROS 100 3 3120 12 mm (1/2") 131 4 250 2620 250 12 mm (1/2") 132 2 B A 2620 10 mm (3/8") 133 4 1 2. TODAS LAS DIMENSIONES SON DE EXTREMOS DE BARRAS. NOTAS: 1. TODOS LOS CODIGOS SON PARA ESTE PLANO. 3. LAS CANTIDADES MOSTRADAS EN LA PLANILLA DE FIERROS SON PARA UNA SOLA PIEZA. T.O.C. = NIVEL SUPERIOR DEL HORMIGON B.O.C. = NIVEL INFERIOR DEL HORMIGON T.O.S. = NIVEL DEL TERRENO NATURAL ABREVIACIONES H°P° = HORMIGON POBRE PROY. = PROYECCION 450 100 3 3120 250 2620 250 4 2210 10 mm (3/8") 134 11 50 885 170 885 170 50 7 270 6 mm (1/4") 135 22 50 170 50 FUNDACIÓN SKID N VISTA EN PLANTA (ESCALA 1:40) FUNDACION "BA-03" (5 PIEZAS) C L CLIP 5 5 5 5 5 5 5 VISTA EN PLANTA (ESCALA 1:20) 5 5 5 5 5 5 T.O.S. = 517600 T.O.C. = 517800 B.O.C. = 516800 5 5 5 <> GROUT 5 5 5 5 13-COD 130 @ 217 5 5 RELLENO COMPACTADO <> HoPo 5 5 5 <> GROUT 5 5 5 \W0.85;4-COD 131 5 5 5 5 2-COD 132 11-COD 134 @ 250 4-COD 133 2-COD 132 4-COD 133 COD 135 11-COD 134 @ 241 PLATE CORTE A-A (ESCALA 1:20) 5 C L CLIP PLATE SKID C L BA-01 C L 5 <> HoPo CORTE B-B (ESCALA 1:20) COMPACTADO COD 130 4-COD 131 BORDE DE SKID 5 5 5 5 5 5 5 5 5 (E=1/2", A36) CLIP PLATE CLIP PLATE (10 PIEZAS) DETALLE 1 VISTA EN PLANTA (ESCALA 1:10) <> GROUT 5 <> PROY. CONCRETO BORDE DE SKID PERNO DE ANCLAJE SKID CLIP PLATE (E=1/2", A36) ELEVACION (ESCALA 1:10) 102 559 d7/8" 102 R=3xD PERNO DE ANCLAJE (SIN ESCALA) DETALLE TIPICO (20 PIEZAS) A A B B TRAMPA LANZADORA MGR-X1 RELLENO 5 5 5 N. 7664047.61 E. 421792.23 5 SKID C L SKID C L 5 5 5 5 5 5 5 BA-03 C L BA-03 C L BA-03 C L BA-03 C L BA-03 C L BA-03 C L 5 5 5 5 5 5 5 5 T.O.S. = 517600 T.O.C. = 517800 B.O.C. = 516800 (VER NOTA 7) (VER NOTA 7) 5 CAMARA C L SUM.#2 C L SUM.#1 C L 5 5 5 5 N.P. = 517670 PISO DE HoAO COMPUTOS MATERIALES DESCRIPCION UNIDAD CANTIDAD H°A° FUND. BA-03 m3 0.97 N° 1 H°P° FUND. BA-03 m3 0.13 2 PIEZAS 6 6 TOTAL 5.82 0.78 H°P° PISO DE HoAo (E=70 mm) 3 m3 - - 5 N.P. = 517670 SUM.#2 C L SUM.#1 C L DRENAGE INDUSTRIAL CAMARA C L B.O.P.=517470 d3" TUBO ACERO STD L=3500 mm PEND=1% B.O.P.=517435 B.O.P.=517425 d3" TUBO ACERO STD L=1000 mm PEND=1% CRUCE DE TUBO CON FUNDACION CRUCE DE TUBO CON FUNDACION 5 5 DETALLE 1 PISO DE HoAo 5 C C d3/16" @ 250 AMBOS SENTIDOS PISO DE HoAo (SIN ESCALA) DETALLE TIPICO N.P. = 517670 70 50 HoPo TERRENO NATURAL COMPACTADO T.O.S. = 517600 70 150 CORTE C-C CAMARA C L SLOP KAISER INGENIERIA EN SERVICIOS PETROLEROS PETROSUR \A1;10.00° \A1;10.00° \A1;634 \A1;2238 \A1;500 \A1;2238 \A1;413 \A1;413 \A1;10780 \A1;10.00° \A1;10.00° \A1;620 \A1;1120 \A1;230 \A1;230 \A1;2700 \A1;1102 \A1;1102 \A1;2203 \A1;230 \A1;1170 \A1;1070 \A1;230 \A1;1400 \A1;1300 \A1;2700 \A1;175 \A1;250 \A1;175 \A1;600 \A1;300 \A1;300 \A1;350 \A1;800 \A1;200 \A1;25 GROUT \A1;3300 \A1;2700 \A1;40 \A1;40 \A1;13-COD 110 @ 217 \A1;1000 \A1;40 \A1;50 HoPo \A1;350 \A1;500 \A1;200 \A1;25 GROUT \A1;1200 \A1;600 \A1;75 \A1;\W0.85;4-COD 111 \A1;75 \A1;1000 \A1;75 \A1;40 \A1;11-COD 114 @ 250 \A1;300 \A1;75 \A1;50 HoPo \A1;89 \A1;38 \A1;127 \A1;38 \A1;76 \A1;71 \A1;38 \A1;25 \A1;102 \A1;25 GROUT \A1;19 \A1;110 PROY. \A1;102 \A1;559 \A1;d7/8" \A1;102 \A1;637 \A1;500 \A1;2104 \A1;2238 \A1;2738 \A1;2738 \A1;2238 \A1;2238 \A1;1684 \A1;4343 \A1;849 \A1;849 \A1;725 \A1;2400 \A1;70 \A1;70 \A1;70 \A1;50 HoPo \A1;70 \A1;150 686.0 684.0 685.0 686.0 CAMINO DE ACCESO LINEA ENTERRADA LINEA ENTERRADA 08-LT-015 E E \A1; B B D OBSERVACION C 3 650 12 mm (1/2") 110 13 C E F C D TIPO 6 A E TIPO 4 BARRA d CODIGO No. PIEZAS LONGITUD TIPO ARMADURA TIPO 1 TIPO 2 TIPO 3 A B A TIPO 5 LONGITUD DE CADA LADO TIPO 7 A TIPO 8 B A F A E D B C C B A B C PLANILLA DE HIERROS 100 3 3120 12 mm (1/2") 111 4 250 2620 250 12 mm (1/2") 112 2 B A 2620 10 mm (3/8") 113 4 1 2. TODAS LAS DIMENSIONES SON DE EXTREMOS DE BARRAS. NOTAS: 1. TODOS LOS CODIGOS SON PARA ESTE PLANO. 3. LAS CANTIDADES MOSTRADAS EN LA PLANILLA DE FIERROS SON PARA UNA SOLA PIEZA. T.O.C. = NIVEL SUPERIOR DEL HORMIGON B.O.C. = NIVEL INFERIOR DEL HORMIGON T.O.S. = NIVEL DEL TERRENO NATURAL ABREVIACIONES H°P° = HORMIGON POBRE PROY. = PROYECCION 450 100 3 3120 250 2620 250 4 2210 10 mm (3/8") 114 11 50 885 170 885 170 50 7 270 6 mm (1/4") 115 22 50 170 50 FUNDACIÓN SKID N 5 5 VISTA EN PLANTA (ESCALA 1:40) 5 5 5 5 5 5 5 E. 423671.45 5 5 N. 7673394.71 5 5 5 5 5 5 5 5 SKID C L SKID C L BA-01 C L BA-01 C L BA-01 C L BA-01 C L BA-01 C L FUNDACION "BA-01" (5 PIEZAS) C L CLIP 5 5 5 5 5 5 5 VISTA EN PLANTA (ESCALA 1:20) 5 5 5 5 5 5 T.O.S. = 684000 T.O.C. = 684200 B.O.C. = 683200 5 5 5 <> GROUT 5 5 5 5 13-COD 110 @ 217 5 5 SUELO NATURAL COMPACTADO <> HoPo 5 5 5 <> GROUT 5 5 5 \W0.85;4-COD 111 5 5 5 5 2-COD 112 11-COD 114 @ 250 4-COD 113 2-COD 112 4-COD 113 COD 115 11-COD 114 @ 241 PLATE CORTE A-A (ESCALA 1:20) 5 C L CLIP PLATE SKID C L BA-01 C L 5 T.O.S. = 684000 T.O.C. = 684200 B.O.C. = 683200 <> HoPo CORTE B-B (ESCALA 1:20) SUELO NATURAL COMPACTADO COD 110 4-COD 111 BORDE DE SKID 5 5 5 5 5 5 5 5 5 (E=1/2", A36) CLIP PLATE CLIP PLATE (10 PIEZAS) DETALLE 1 VISTA EN PLANTA (ESCALA 1:10) <> GROUT 5 <> PROY. CONCRETO BORDE DE SKID PERNO DE ANCLAJE SKID CLIP PLATE (E=1/2", A36) ELEVACION (ESCALA 1:10) DETALLE 1 102 559 d7/8" 102 R=3xD PERNO DE ANCLAJE (SIN ESCALA) DETALLE TIPICO (20 PIEZAS) COMPUTOS MATERIALES DESCRIPCION UNIDAD CANTIDAD H°A° FUND. BA-01 m3 0.97 N° 1 H°P° FUND. BA-01 m3 0.13 2 PIEZAS 5 5 TOTAL 4.86 0.65 A A B B TRAMPA LANZADORA MGR-4 CAMARA C L 5 5 SUM.#1 C L 5 5 SUM.#2 C L 5 5 5 5 PISO DE HoAo H°P° PISO DE HoAo (E=70 mm) m3 - 3 - 3.4 DRENAGE INDUSTRIAL N.P. = 684070 N.P. = 684070 B.O.P.=683830 d3" TUBO ACERO STD L=3950 mm B.O.P.=683870 B.O.P.=683821 PEND=1% 5 d3" TUBO ACERO STD L=900 mm PEND=1% 5 CRUCE DE TUBO CON FUNDACION CRUCE DE TUBO CON FUNDACION SUM.#1 C L SUM.#2 C L CAMARA C L CAMARA C L 5 5 5 5 PISO DE HoAo 5 5 d3/16" @ 250 AMBOS SENTIDOS PISO DE HoAo (SIN ESCALA) DETALLE TIPICO N.P. = 684070 70 50 HoPo TERRENO NATURAL COMPACTADO T.O.S. = 684000 70 150 CORTE C-C C C SLOP

Language	Spanish
Drawing Type	Detail
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features
Tags	autocad, construction, DETAIL, details, digester, DWG, fuel, gas, griffin, ha, kläranlage, pipeline, pipelines, receiving, sheet, stands, tank, traps, treatment plant

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