4 Bay Culverts, 3x2m, Bi-Oceanic Corridor, Bolivia DWG Block for AutoCAD

4 Bay Culverts, 3x2m, Bi-Oceanic Corridor, Bolivia DWG Block for AutoCAD

Sewer along the Bi-oceanic corridor No. 4, Bolivia

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

Longitudinal sewer profile, Front view of the head, Side lift of the head, section, View on the plant of the head, Esc., Odebrecht, Alcantarilla prog dtc, Lamina, Ppsalc, Project .: paving construction of the section carmen stream built construction optimization of the end of engineering, Accidental association, Geometry location, Contractor:, Contractor:, Administrator, Bolivian of, Roads, Abc, Bolivian road administrator, Vice minister of communications, Republic of Bolivia, Ministry of works, housing services, Civil aeronautics, Monitoring control:, Name, Date, Description, Odebrecht iasa, Preparation of adequacy, Approval of as built, Preparation of as built, Approval of adequacy, Ecoplan cgl, Odebrecht iasa, Indicated, Scale:, Sewer drawer, Drawer armor, Odebrecht, Alcantarilla prog dtc, Lamina, Ppsalc, Project .: paving construction of the section carmen stream built construction optimization of the end of engineering, Accidental association, Drawer armor, Contractor:, Contractor:, Administrator, Bolivian of, Roads, Abc, Bolivian road administrator, Vice minister of communications, Republic of Bolivia, Ministry of works, housing services, Civil aeronautics, Monitoring control:, Name, Date, Description, Odebrecht iasa, Preparation of adequacy, Approval of as built, Preparation of as built, Approval of adequacy, Ecoplan cgl, Odebrecht iasa, Scale:, As built, Use epps, Keep the workplace clean organized., Obey the signage Security is, Flex beam, Barbecues, Sand filter, Thick continuous, Geotextile rug, Open joint, Record, Mix of, Barbecues, Sand filter, Thick continuous, Gravel, Pvc tube, Level of solera, Structure of, Concrete type, Concrete thickness type, Leveling layer of de, Level of slope, Filling height, Compacted fill, Kgf, Total weight, Filling height cm, Quantity, Pos. No, Diameter, Unit weight, Total length, Separation, Diameter, Length, Total length, Sheet of steels, Linear meter of, Steel weight, Internal face, Position: external face, Legend:, Face, External, Top face, Position: lower face, Legend:, Diameter, Position, Lengths, Quantity, Unitary, Total, Unit weight, Total length, Diameter, Total weight, Total weight, Steel board, Steel weight, Dtc, Length, Pending, Solera quota, Level slope, Download:, Pillar, Esc., section, Esc., section, Esc., section, Esc., Plaster armor, Beam, Walls, Beam, Ground that is below the bottom slab for compacted filling., Capacity to withstand the admissible pressures indicated in the will be replaced, In case the ground below the foundation of the slab does not have the, Notes:, Admissible pressure of the ground in the foundation., Structural coating in contact with earth water:, Structural concrete type with cylindrical resistance is characteristic of days, Structural steel type with flow limit characteristic of, Dimensions of the structure in centimeters., Regulation type concrete with cylindrical resistance is a feature of the days, Concrete with fine finishing, To the outline of the head, Outline of the head, Slope protection with pickle, Flex beam, Barbecues, Sand filter, Thick continuous, Geotextile rug, Open joint, Record, Mix of, Barbecues, Sand filter, Thick continuous, Gravel, Pvc tube, Manual compaction was made of the outer edge of the entire construction, With compaction control, Odebrecht, Alcantarilla prog dtc, Lamina, Ppsalc, Project .: paving construction of the stretch carmen creek built adequacy optimization of the engineering end, Accidental association, Head armor, Contractor:, Contractor:, Administrator, Bolivian of, Roads, Abc, Bolivian road administrator, Vice minister of communications, Republic of Bolivia, Ministry of works, housing services, Civil aeronautics, Monitoring control:, Name, Date, Description, Odebrecht iasa, Preparation of adequacy, Approval of as built, Preparation of as built, Approval of adequacy, Ecoplan cgl, Odebrecht iasa, Scale:

Raw text data extracted from CAD file:

PERFIL LONGITUDINAL DE ALCANTARILLA VISTA FRONTAL DEL CABEZAL ELEVACION LATERAL DEL CABEZAL SECCION 1-1 SECCION 2-2 VISTA EN PLANTA DEL VABEZAL ESc. 1:75 ESc. 1:75 ESc. 1:75 ESc. 1:100 ODEBRECHT ALCANTARILLA PROG 504+480 DTC 4(3.0 X2.0) LAMINA : PPSALC - 038 PROY.: PAVIMENTACIÓN Y CONSTRUCCIÓN DEL TRAMO "EL CARMEN - ARROYO CONCEPCIÓN"\H0.9211x; \fArial|b0|i0|c0|p34;\H0.9997x;AS BUILT ADECUACION Y OPTIMIZACION DEL DISE\U+0147O FINAL DE INGENIERIA ASOCIACION ACCIDENTAL GEOMETRIA Y UBICACION CONTRATISTA: CONTRATANTE: ADMINISTRADORA BOLIVIANA DE CARRETERAS ABC ADMINISTRADORA BOLIVIANA DE CARRETERAS VICEMINISTERIO DE TRANSPORTES, COMUNICACIONES REPUBLICA DE BOLIVIA MINISTERIO DE OBRAS PUBLICAS, SERVICIOS Y VIVIENDAS Y AERONAUTICA CIVIL CONTROL Y MONITOREO: NOMBRE FECHA DESCRIPCION ODEBRECHT - IASA Preparación de Adecuación Aprobación de As Built 06/04/06 03/05/07 30/09/08 Preparación de As Built Aprobación de Adecuación ECOPLAN - CGL ECOPLAN - CGL ODEBRECHT - IASA INDICADA ESCALA: CAJON DE ALCANTARILLA ARMADURA DE CAJON ODEBRECHT ALCANTARILLA PROG 504+480 DTC 4(3.0 X2.0) LAMINA : PPSALC - 039 PROY.: PAVIMENTACIÓN Y CONSTRUCCIÓN DEL TRAMO "EL CARMEN - ARROYO CONCEPCIÓN"\H0.9211x; \fArial|b0|i0|c0|p34;\H0.9997x;AS BUILT ADECUACION Y OPTIMIZACION DEL DISE\U+0147O FINAL DE INGENIERIA ASOCIACION ACCIDENTAL ARMADURA CAJON CONTRATISTA: CONTRATANTE: ADMINISTRADORA BOLIVIANA DE CARRETERAS ABC ADMINISTRADORA BOLIVIANA DE CARRETERAS VICEMINISTERIO DE TRANSPORTES, COMUNICACIONES REPUBLICA DE BOLIVIA MINISTERIO DE OBRAS PUBLICAS, SERVICIOS Y VIVIENDAS Y AERONAUTICA CIVIL CONTROL Y MONITOREO: NOMBRE FECHA DESCRIPCION ODEBRECHT - IASA Preparación de Adecuación Aprobación de As Built 06/04/06 03/05/07 30/09/08 Preparación de As Built Aprobación de Adecuación ECOPLAN - CGL ECOPLAN - CGL ODEBRECHT - IASA 1 : 75 ESCALA: \A1;0.70 \A1;0.70 \A1;0.20 \A1;0.20 \A1;0.70 \A1;0.70 \A1;0.20 \A1;0.20 \A1;0.70 \A1;0.70 \A1;13.10 \A1;3.00 \A1;0.20 \A1;0.25 \A1;0.25 \A1;0.10 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.25 \A1;2.00 \A1;0.20 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.70 \A1;0.70 \A1;0.20 \A1;0.20 \A1;0.20 \A1;3.00 \A1;0.20 \A1;3.00 \A1;3.00 \A1;0.20 \A1;0.25 \A1;0.20 \A1;0.25 \A1;0.20 \A1;0.25 \A1;2.00 \A1;3.00 \A1;h \A1;0.53 \A1;2.31 \A1;12.60 \A1;2.31 \A1;0.53 \A1;2.00 \A1;0.50 \A1;0.50 \A1;0.68 \A1;2.00 \A1;0.18 \A1;0.50 \A1;0.50 \A1;2.00 \A1;18.27 \A1;13.94 \A1;13.10 \A1;0.20 \A1;3.00 \A1;0.20 \A1;0.20 \A1;3.00 \A1;3.00 \A1;3.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.53 \A1;2.31 \A1;2.31 \A1;0.53 \A1;0.25 \A1;0.02 \A1;0.15 \A1;0.25 \A1;0.02 \A1;0.52 \A1;0.25 \A1;0.02 \A1;0.15 \A1;0.25 \A1;0.02 \A1;0.52 \A1;0.25 \A1;3.00 \A1;0.20 \A1;3.00 \A1;3.00 \A1;0.20 \A1;0.20 \A1;3.00 \A1;0.25 \A1;13.10 \A1;13.94 \A1;6.30 \A1;6.30 \A1;17.22 \A1;18.24 \A1;0.25 \A1;2.00 \A1;0.25 \A1;2.50 \A1;0.50 \A1;0.10 \A1;0.25 \A1;0.10 \A1;0.68 \A1;0.50 \A1;2.00 \A1;0.25 \A1;0.25 \A1;4.00 \A1;0.02 \A1;0.25 \A1;0.18 \A1;0.50 \A1;0.10 \A1;0.10 \A1;0.18 \A1;2.50 \A1;0.18 \A1;0.50 \A1;0.10 \A1;0.25 \A1;110.170 \A1;106.900 \A1;106.750 \A1;106.900 \A1;7.50 \A1;7.50 \A1;15.00 \A1;4.00 \A1;4.00 \A1;0.40 \A1;0.18 AS BUILT USE EPPs (CASCO, BOTAS, GUANTES, ETC.) MANTENGA EL LOCAL DE TRABAJO LIMPIO Y ORGANIZADO. OBEDEZCA LA SEÑALIZACION. SEGURIDAD ES VIDA! \A1;30° \A1;30° i = 0.5% Flex Beam Flex Beam BARBACANAS BARBACANAS FILTRO DE ARENA GRUESA CONTINUA MANTA GEOTEXTIL JUNTA ABIERTA GRAVA #2 MESCLA DE BARBACANAS FILTRO DE ARENA GRUESA CONTINUA GRAVAS #0 Y #1 TUBO PVC dint=7,5cm -180.6061189828092 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 NIVEL DE SOLERA ESTRUTURA DE HORMIGON TIPO "A" ESPESOR DE HORMIGON TIPO "E" CAPA DE NIVELACION DE 10cm DE 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 5 5 5 5 5 5 5 5 5 5 NIVEL DE RASANTE ( ALTURA DE RELLENO ) RELLENO COMPACTADO h 21.60 ( kgf ) 679.07 305.04 1053.11 Peso Total ALTURA DE RELLENO 0 < = h < = 250 ( cm ) Cantidad Pos. Nº 10 12 8 ( mm ) Diametro 12 N4 N5 N6 12 12 N1 N2 N3 12 12 10 ( mm ) 10 40 10 20 20 20 10 ( cm ) 20 20 40 10 30 Peso Unitario 492.00 763.00 T O T A L 54.00 ( m ) Longitud Total 0.89 0.62 ( kgf/m ) 0,40 400 220 170 ( cm ) 340 240 240 15 15 40 ( cm ) 30 ( cm ) 60 10 Separacion Diametro a b c ( cm ) 400 640 195 ( cm ) 385 390 320 160.00 128.00 39.00 154.00 ( m ) 39.00 96.00 Longitud Ri Longitud Total N8 N7 16 12 20 30 60 100 160 100 185 300.00 111.00 N9 10 20 316 100 100 316.00 N10 8 20 54 100 100 54.00 200 25 25 16 30.00 1.58 47.40 N11 12 10 20 660 132.00 660 b (1x) a N6 (1x) b b d Ri c b N9 3 N8 (2x) (1x) N2 N5 (1x) a 10 N3 (2x) a a (2x) N9 N5 N6 (2x) N9 15 N2 a (1x) N7 b b (1x) N7 a (1x) N4 N8 3 N7 N9 15 (2x) N11 N3 N3 (1x) b b d Ri c b N9 (2x) 3 N8 b N6 a N6 (1x) 15 N9 (2x) b c (1x) (2x) N4 3 N8 N11 a b a (1x) N7 b N9 15 (2x) (1x) (1x) N7 a N1 (1x) N11 N10 (2x) N10 (2x) N10 10 (2x) (1x) N10 3 N8 (2x) N3 10 N10 N10 (2x) N8 3 (1x) (1x) b N7 a (1x) N7 a b (1x) N7 a b b N7 N4 (1x) a a b (1x) N7 a N7 N9 15 (2x) N11 N3 N8 3 N6 (1x) N9 (2x) N2 10 (2x) N9 N5 N11 N9 15 (2x) N8 N6 3 N9 (2x) (1x) (2x) N7 (1x) N10 3 N8 N1 (2x) N3 10 N10 N3 N10 (2x) N1 N8 3 (1x) N9 15 (2x) (2x) 15 N9 b a (1x) N6 (1x) (1x) N7 a a b b N7 b a (1x) N6 (1x) b N7 a (1x) N7 a b b N2 (1x) b (2x) a N3 a b c Ri d N5 (1x) a b b c d b Ri (1x) a N1 b c N12 (1x) a N4 (1x) a b c (1x) a N1 (1x) N11 N4 (1x) a a (1x) a N1 b c N12 (1x) a N4 (1x) a N12 10 10 20 400 400 80.00 PLANILLA DE ACEROS (POR METRO LINEAL DE ALCANTARILLA) PESO DE ACERO 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 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 5 5 5 5 5 5 5 5 5 5 5 M2 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 V2 V3 V1 5 65 N10-2d12-210 125 20 N12A-97d10-VAR (605-215) (520-130) 25 20 40 (520-130) 25 40 20 N12-97d12-VAR (605-215) N16-34d8-155 52 15 15 42 N15-34d8-135 2x2 N14 4 N13 4 N13A 1175 N23-3d12-1200 3 N23 N24-2x2d8-875 865 10 190 N25-c15 3 N23 3 N23 2 N24 N25-190d8-200 75 15 2 N24 (928-128) N8A-27d8-VAR (975-175) (922-122) 17 53 17 N14-2x2d12-580 40 25 25 3 N15+N16 40 25 20 c15 N ( )A - FACE INTERNA POSICION: N ( ) - FACE EXTERNA N13A-4d12-620 535 535 20 20 LEYENDA: N13-4d12-620 31 N15+N16-c15 535 20 13 13 2x3 N6+N6A-c15 965 6 N6 6 N6A 97 N12A-c10 97 N12-c10 N9-2d12-1005 20 27 N8+N8A c15 21 19 1050 N11-2d12-1090 N8-27d8-VAR (1005-205) FACE EXTERNA N1A-179d8-130 40 90 (810-156) N29-52d8-VAR (865-211) N29A-52d8-VAR (760-156) 42 13 N22-64d8-VAR (160-230) N20-2d12-270 (2x) N19-3d12.5-920 25 50 220 895 25 N28-64d8-VAR (205-280) N27-48d8-200 2x2 N17 3 N36 15 75 2 N37 3 N19 15 (77-115) 3 N19 N18-3d12.5-765 80 8 N22 c15 12 N21 c15 685 80 25 25 N31-3d12-615 25 25 3 N31 N34-2x2d8-1200 17 3 N35 2 N20 N21-48d8-150 50 15 15 (54-90) N32-12d10-165 70 25 5 N1A-c15 11 N1A-c15 50 N2-16d8-1050 (2x) N6-1d8-1025 (2x) N2A-16d8-970 (2x) N6A-1d8-1053 (2x) 13 5 N1A-c15 (273-143) N3A-8d12-VAR (298-168) N4A-13d12-VAR (305-155) N3-8d12-VAR (298-168) (228-78) N4-13d12-VAR (288-138) (280-130) 25 25 35 25 25 N5-83d12-318 (273-143) 35 258 N5A-83d12-335 25 25 11 N1A-c15 310 97 N12A-c10 11 N2A-c15 5 N2-c15 25 13 40 8 N3A-c10 8 N3-c10 5 N2A-c15 942 97 N12-c10 950 962 83 N5-c10 83 N5A-c10 11 N2-c15 50 N ( )A - FACE SUPERIOR 23 POSICION: N ( ) - FACE INFERIOR 948 17 53 17 17 20 LEYENDA: 13 N4-c10 13 N4A-c10 6 N32-c15 2 N7A 2 N7 10 10 N7A-2d10-105 N7-2d10-105 10 85 10 85 95 N1A + 95N33A-c15 95 N33-c15 N30A-82d8-VAR (720-1180) N30-82d8-VAR (720-1180) 82 N30A-c10 (2x) 82 N30-c10 (2x) 2 N7 10 10 85 85 10 10 2 N7A 6 N32-c15 2 N7A 2 N7 N30A N30 82 N30 82 N30A 26 N1A + 26 N29A-c15 26 N29-c15 26 N29-c15 26 N1A + 26 N29A-c15 13 42 N33-95d8-890 835 N33A-95d8-785 N37-2d12-260 (6x) 210 50 8 N22 c15 8 N22 8 N22 c15 12 N21 c15 c15 8 N22 8 N22 c15 12 N21 c15 c15 8 N22 8 N22 c15 12 N21 c15 c15 3 N23 1175 3 N23 1175 2x2 N24 c15 8 N28 3 N19 220 25 50 895 2 N20 (2x) 210 50 2 N37 (6x) 8 N28 N26-3d12.5-825 8 N28 c15 12 N27 c15 120 705 8 N28 c15 c15 12 N27 c15 8 N28 12 N27 8 N28 c15 c15 c15 12 N27 c15 8 N28 c15 8 N28 c15 25 110 N35-3d12.5-1190 1110 3 N19 3 N19 1090 N36-3d12-1200 12 12 888 N17-2x2d8-900 3 N17 N30A N30 1 12.5 000 000 000 (mm) Diámetro Posición N LONGITUDES Cantidad Unitario (cm) Total (m) 1 12.5 000 000 000 1 12.5 000 000 000 1 12.5 000 000 000 1 12.5 000 000 000 1 12.5 000 000 000 1 12.5 000 000 000 1 12.5 000 000 000 1 12.5 000 000 000 1 12.5 000 000 000 1 12.5 000 000 000 1 12.5 000 000 000 1 12.5 000 000 000 1 12.5 000 000 000 1 12.5 000 000 000 1 12.5 000 000 000 1 12.5 000 000 000 1 12.5 000 000 000 1 12.5 000 000 000 1 12.5 000 000 000 1 12.5 000 000 000 1 12.5 000 000 000 1 12.5 000 000 000 1 12.5 000 000 000 1 12.5 000 000 000 1 12.5 000 000 000 1 12.5 000 000 000 1 12.5 000 000 000 1 12.5 000 000 000 1 12.5 000 000 000 1 12.5 000 000 000 1 12.5 000 000 000 1 12.5 000 000 000 1 12.5 000 000 000 1 12.5 000 000 000 1 12.5 000 000 000 1 12.5 000 000 000 12.5 1200 6000 6000 (kg/m) Peso Unitario ( m ) Longitud Total ( mm ) Diámetro ( kg ) Peso Total 12.5 1200 6000 6000 PESO TOTAL (kg) 000 12.5 1200 6000 6000 1 12.5 000 000 000 1 12.5 000 000 000 1 12.5 000 000 000 1 12.5 000 000 000 1 12.5 000 000 000 1 12.5 000 000 000 1 12.5 000 000 000 1 12.5 000 000 000 1 12.5 000 000 000 1 12.5 000 000 000 1 12.5 000 000 000 1 12.5 000 000 000 TABLA DE ACEROS PESO DE ACERO 110.170 106.900 106.750 106.900 5 5 5 5 5 G G G G 5 5 G G G G G G DTC 4(3.0X2.0) Longitud Pendiente Cota Solera Cota Rasante ESVIAJE: 90° 106.75 m 15.00 m 110.17 m 0.2 % 90° 504+480 PILAR P1=P2 (2x) ESC. 1:50 SECCION 3-3 ESC. 1:50 SECCION 2-2 ESC. 1:50 SECCION 1-1 ESC. 1:50 ARMADURA DE LA LOZA VIGA V1 VIGA V2 MUROS M1 = M2 (2x) VIGA V3 TERRENO QUE SE ENCUENTRA POR DEBAJO DE LA LOSA DE FONDO POR RELLENO COMPACTADO. CAPACIDAD PARA SOPORTAR LAS PRESIONES ADMISIBLES INDICADAS EN LA TABLA, SE SUSTITUIRA EL 7 - EN CASO DE QUE EL TERRENO ABAJO DE LA CIMENTACION (BASE DE LA LOSA DE FONDO) NO POSEA LA NOTAS: 2 DE 210 kgf/cm 2 DE 110 kgf/cm 2 s T 6 - ( kgf/cm ) : PRESION ADMISIBLE DEL TERRENO EN LA CIMENTACION. 5 - RECUBRIMIENTO ESTRUCTURAL EN CONTACTO CON TIERRA O AGUA: 5cm 2 - HORMIGON ESTRUCTURAL TIPO "A" CON RESISTENCIA CILINDRICA CARACTERISTICA A LOS 28 DIAS 4 - ACERO ESTRUCTURAL TIPO CA-50A CON LIMITE DE FLUENCIA CARACTERISTICO DE 5000 kgf/cm 1 - DIMENSIONES DE LA ESTRUCTURA EN CENTIMETROS. 3 - HORMIGON DE REGULACIÓN TIPO "E" CON RESISTENCIA CILINDRICA CARACTERISTICA A LOS 28 DIAS 8 - HORMIGON CON ACABADO FINO N=0.0015 al contorno del cabezal contorno del cabezal Proteccion de talud con escollerado Proteccion de talud con escollerado i = 2.0% Flex Beam Flex Beam BARBACANAS BARBACANAS FILTRO DE ARENA GRUESA CONTINUA MANTA GEOTEXTIL JUNTA ABIERTA GRAVA #2 MESCLA DE BARBACANAS FILTRO DE ARENA GRUESA CONTINUA GRAVAS #0 Y #1 TUBO PVC dint=7,5cm 5 9 - SE REALIZO COMPACTACION MANUAL A 0.6 m DEL BORDE EXTERNO DE TODA LA CONSTRUCCION CON CONTROL DE COMPACTACION ODEBRECHT ALCANTARILLA PROG 504+480 DTC 4(3.0 X2.0) LAMINA : PPSALC - 040 PROY.: PAVIMENTACIÓN Y CONSTRUCCIÓN DEL TRAMO "EL CARMEN - ARROYO CONCEPCIÓN"\H0.9211x; \fArial|b0|i0|c0|p34;\H0.9997x;AS BUILT ADECUACION Y OPTIMIZACION DEL DISE\U+0147O FINAL DE INGENIERIA ASOCIACION ACCIDENTAL ARMADURA DE CABEZAL CONTRATISTA: CONTRATANTE: ADMINISTRADORA BOLIVIANA DE CARRETERAS ABC ADMINISTRADORA BOLIVIANA DE CARRETERAS VICEMINISTERIO DE TRANSPORTES, COMUNICACIONES REPUBLICA DE BOLIVIA MINISTERIO DE OBRAS PUBLICAS, SERVICIOS Y VIVIENDAS Y AERONAUTICA CIVIL CONTROL Y MONITOREO: NOMBRE FECHA DESCRIPCION ODEBRECHT - IASA Preparación de Adecuación Aprobación de As Built 06/04/06 03/05/07 30/09/08 Preparación de As Built Aprobación de Adecuación ECOPLAN - CGL ECOPLAN - CGL ODEBRECHT - IASA 1 : 100 ESCALA:

Language	N/A
Drawing Type	Block
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, bay, block, bolivia, corridor, DWG, kläranlage, sewer, treatment plant, xm