Sewer Infrastructure -Sewage DWG Full Project for AutoCAD

Sewer Infrastructure -Sewage DWG Full Project for AutoCAD

Sewer Infrastructure -Sewage Project

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

variable, filling, Variable of, Engineering in oil services, Petrosur, Onsorcio:, Viewer, In all angles, In all angles, variable, variable, filling, scale, elevation, Upper slab, Lower slab, scale, Armor elevation, see detail, C. sill, see detail, see detail, kind of, Barbican pvc, scale, Longitudinal cut, scale, Location of barbican, Dentellon, sill, Dentellon, sill, Sewer bottom slab, Entrance, scale, detail, scale, detail, eaves, Variable of, curb, Upper slab, eaves, curb, Base layer, sidewalk, filling, scale, detail, sewer, Notes:, Live load: truck type simple concrete type with a cylindrical resistance characteristic days of structural steel degree with a limit of fluence of coatings in contact with land: another case: separation of armatures in centimeters. Dimensions in indicated scales., Atc prog., Dimensions armor, sewer, quantity, unity, item, description, Sewer quantities, structural steel, Concrete, Concrete, Railing type snc, Folding scheme, weight, L. Unit., number, position, L. total, Sheet of steel a sewer, Curbs, Structural steel sidewalks, Concrete, Tarija prefecture, Bolivian highway administrator, Mayor village of montes, highway, Hills s, avenue, Sheet n. from, Indicated scale, Bolivian republic, contractor, supervision, date, Approved audit, Drawn, reviewed, Vo.bo. contractor, Vo.bo. supervision, Arq. Ricardo woolcott, Ing herbert quinteros, Ing ivar rojas lopez, Ing. Raul zegarra rios, Ing. Rene ascui, July of, draft, Section: avenue peripheral, Sense of water flow, Sense of water flow, Sense of traffic, Sense of water flow, Sense of traffic, Sense of water flow, scale, Upper slab, scale, Lower slab, scale, Upper slab, scale, Lower slab, Atc prog., Dimensions armor, sewer, In all angles, In all angles, Tarija prefecture, Bolivian highway administrator, Mayor village of montes, highway, Hills s, avenue, Sheet n. from, Indicated scale, Bolivian republic, contractor, supervision, date, Approved audit, Drawn, reviewed, Vo.bo. contractor, Vo.bo. supervision, Arq. Ricardo woolcott, Ing herbert quinteros, Ing ivar rojas lopez, Ing. Raul zegarra rios, Ing. Rene ascui, July of, draft, Section: avenue peripheral, Ustarez bridge, Caiguami bridge, Outer left, Interior left, Interior der., Interior left, Outer left, Interior left, Interior der., Interior left, scale, Eaves location detail, Atc prog., Dimensions armor, Eaves, Simple concrete, Simple concrete, Barbican, Granular material selected from, Geotextile, Waterproof filler, Cm, scale, Dimensions, scale, Drainage eaves, Dimensions of eaves, eaves, Hmax, Hmm, Long, material, Outer left, Left interior, Right interior, Outside right, Outer left, Left interior, Right interior, Outside right, Notes:, Live load: truck type simple concrete type with a cylindrical resistance characteristic days of structural steel degree with a limit of fluence of coatings in contact with land: another case: separation of armatures in centimeters. Dimensions in indicated scales., Tarija prefecture, Bolivian highway administrator, Mayor village of montes, highway, Hills s, avenue, Sheet n. from, Indicated scale, Bolivian republic, contractor, supervision, date, Approved audit, Drawn, reviewed, Vo.bo. contractor, Vo.bo. supervision, Arq. Ricardo woolcott, Ing herbert quinteros, Ing ivar rojas lopez, Ing. Raul zegarra rios, Ing. Rene ascui, July of, draft, Section: avenue peripheral, Construction gasket, Right inner wing, Concrete type, Construction gasket, Left inner wing, Right inner wing, Left inner wing, Concrete type, Construction gasket, Left outer wing, Construction gasket, Right outside wing, Concrete type, Construction gasket, Right inner wing, Right inner wing, Construction gasket, Left inner wing, Concrete type, Left inner wing, Right outside wing, Construction gasket, Left outer wing, Concrete type, Left outer wing, Left outer wing, Concrete type, Construction gasket, Right outside wing, Right outside wing, scale, Lifting eaves, scale, Eaves armor, scale, Lifting eaves, scale, Eaves armor, Folding scheme, weight, L. Unit., number, position, L. total, Sheet steel steels, Via north left outer eave, Via north left inner wing, Via north right inner wing, Via north external wing

Raw text data extracted from CAD file:

0.25 2.00 0.30 Variable (0.90 a 1.39 m) 4.00 4.00 4.00 0.25 0.45 3.60 4.90 3.60 0.45 0.05 2.55 RELLENO 0.30 0.20 13.00 0.30 0.30 0.20 0.20 0.30 0.20 0.25 0.25 0.25 0.40 1.00 1.00 0.50 0.30 0.25 2.00 0.25 0.25 0.85 1.00 0.25 0.25 0.70 0.85 0.25 0.15 0.25 0.15 Variable de 0.90 a 1.39 m 0.25 0.30 1.25 0.30 0.25 0.20 0.30 0.20 0.30 0.80 0.50 0.50 0.60 0.50 0.50 0.40 INGENIERIA EN SERVICIOS PETROLEROS PETROSUR C C onsorcio: onsultor "SOINCO-CAEM" 9Ø20c/20 9Ø16 c/20 11.50 Ø16c/20 Ø16c/20 Ø16c/20 8Ø12c/15 en todos los ángulos 8Ø12c/15 11.50 Ø16c/20 23.55 23.55 8Ø12c/15 en todos los ángulos 8Ø12c/15 A 0.35 0.60 9.11 4.54 0.60 4.54 0.35 B1 B2' B3 BT 0,60 m B2 5.55 5.55 1.25 0.60 1.25 0.35 0.35 0.35 0.60 1.25 0.35 9.11 2.77 1.50 1.50 0.55 1.30 0.55 0.35 0.60 0.35 T1 T2 H 1.10 1.10 0.60 5.80 2.20 1.30 0.60 1.25 1.25 0.60 5.80 1.30 2.77 1.25 9.11 1.50 3.20 0.90 7Ø10 11Ø10c/20 6Ø10 1.35 5.55 5.80 2.00 3.43 1.13 11Ø10c/20 3.43 1.13 Ø16c/12.5 3,00m Ø12c/15 2,55m 6Ø10 1.35 5.55 5.80 2.00 3.69 1.39 5.80 3.69 1.39 Ø16c/12.5 3,20m Ø12c/15 2,60m 11Ø10c/20 7Ø10 9.11 3.20 0.90 5.55 Ø16c/12.5 5,00m Ø12c/15 4,11m 8Ø10c/20 7Ø10 9.11 1.50 3.57 1.27 9.11 3.57 1.27 Ø16c/12.5 5,25m Ø12c/15 3,86m 8Ø10c/20 9Ø10 4.54 3.57 1.27 5.80 2.00 3.43 5.80 2.00 3.69 1.39 1.13 5.80 3.43 11Ø10c/20 3.69 1.39 1.13 Ø16c/12.5 3,00m Ø12c/15 2,55m Ø16c/12.5 3,20m Ø12c/15 2,60m 4.54 1.50 3.57 1.27 Ø16c/12.5 2.50m Ø12c/15 2.04m 8Ø10c/20 9Ø10 4.54 1.50 3.20 0.90 4.54 3.20 0.90 Ø16c/12.5 2.50m Ø12c/15 2.04m 8Ø10c/20 7Ø10 0.30 1.30 1.10 2.77 1.10 1.10 0.30 1.10 1.10 0.30 1.30 2.77 0.30 2.77 2.77 1.10 0.30 0.30 0.30 0.30 1.10 1.10 A variable 0.30 0.20 0.90 0.31 0.125 0.31 0.10 0.03 0.125 0.05 0.15 0.15 1.25 0.03 0.125 0.31 0.15 0.20 1.05 0.31 0.125 0.36 11Ø10c/30 3.00 0.30 63Ø10c/30 18.60 0.30 11Ø10c/30 3.00 16Ø10c/20 2.98 7Ø10c/30 1.80 0.30 69Ø10c/30 20.40 0.30 20Ø10c/30 5.70 16Ø10c/20 2.98 7Ø10c/30 1.80 0.30 69Ø10c/30 20.40 0.30 20Ø10c/30 5.70 16Ø10c/20 2.98 7Ø10c/30 1.80 0.30 69Ø10c/30 20.40 0.30 20Ø10c/30 5.70 16Ø10c/20 2.98 0.80 0.80 0.25 0.25 0.25 0.25 0.30 0.20 0.70 0.85 0.25 0.15 0.36 0.30 0.36 0.30 11Ø10c/30 3.00 0.30 63Ø10c/30 18.60 0.30 11Ø10c/30 3.00 16Ø10c/20 2.98 4.00 1.00 1.00 1.00 1.00 4.00 1.00 0.23 1.00 L=13m 4a 5 5 5 Variable (0.90 a 1.39 m) 5 5 5 5 5 5 5 5 5 5 5 5 RELLENO 5 5 5 5 5 5 5 5 ESCALA 1:50 ELEVACION 5 5 5 4a 4a 13 3 4 4 3 1 2 5 6a 6 5 14 7 3 4a 4 9 4a 3 7 11 5 7 8 10 2 13 1 14 6a 6 6a 11 7a 13 14 11 7 5 12 6 6a 6a LOSA SUPERIOR LOSA INFERIOR ESCALA 1:50 ELEVACION - ARMADURA Ver detalle "3" C. solera Ver detalle "1" 0.5 % 5 5 5 Ver detalle "2" H° Tipo "E" de 5cm 5 5 5 5 Barbacanas PVC d 2" (Geotextil) 5 0.5 % 5 5 5 ESCALA 1:50 CORTE LONGITUDINAL ESCALA 1:50 UBICACION DE BARBACANAS Dentellon Solera 5 5 Dentellon 5 5 5 5 5 Solera Losa inferior alcantarilla Losa ingreso y salida de alcantarilla 5 ESCALA 1:20 DETALLE 1-DENTELLON ESCALA 1:20 DETALLE 3-DENTELLON alero Variable de 0.90 a 1.39 m bordillo 5 5 LOSA SUPERIOR alero bordillo 1.25 5 5 Sub-Base Capa Base Acera Relleno ESCALA 1:20 DETALLE 2-BORDILLO C L Alcantarilla 12 11 7a 15 16 L1 L2 18 21 20 19 17 NOTAS: 1. CARGA VIVA: CAMION TIPO HS20-44 2. HORMIGÓN SIMPLE TIPO "A", CON UNA RESISTENCIA CILÍNDRICA CARACTERISTICA A LOS 28 DÍAS DE 210 kg/cm2. 4. ACERO ESTRUCTURAL GRADO 60 CON UN LÍMITE DE FLUENCIA DE 4200 kg/cm2. 5. RECUBRIMIENTOS EN CONTACTO CON TERRENO: 5cm. \W4.00000; OTRO CASO: 3cm. 6. SEPARACION DE ARMADURAS EN CENTIMETROS. 7. DIMENSIONES EN METROS, ESCALAS INDICADAS. 5 5 5 5 ATC 3(4.00x2.00) - PROG. 0.566 DIMENSIONES Y ARMADURAS ALCANTARILLA CANTIDAD UNIDAD ITEM DESCRIPCION CANTIDADES ALCANTARILLA 0+566 kg 57654.17 569.49 ACERO ESTRUCTURAL HORMIGON SIMPLE TIPO "A" 3 m 46.87 HORMIGON SIMPLE TIPO "E" 3 m 108.80 BARANDADO TIPO P-3 SNC ml ESQUEMA DE DOBLADO [m] PESO [m] [kg] L. UNIT. [m] d NUMERO POSICION L. TOTAL \Q0;\W1;1 1a 2 2a 3 3a 4 4a 4b 4c 5 5a 6 6a 6b 6c 7 7a 8 9 10 11 12 13 14 22 23 24 25 PLANILLA DE ACEROS - UNA ALCANTARILLA 7 0.20 2.45 0.20 13 0.10 0.10 1.03 16 0.42 0.19 0.05 0.19 20 0.20 L1=1.14 0.50 L118=1.63 0.20 L1=1.14 L118=1.63 19 1.20 0.19 0.24 0.42 \Q0;DENTELLONES Y BORDILLOS \Q0;15 16 17 18 19 20 21 \Q0;16 8 20 16 12 10 10 \Q0;(2)x4 (2)x120 (2)x6 (2)x4 (2)x118 (2)x118 (2)x12 \Q0;\W1;20 20 16 16 16 16 20 12 16 20 16 16 20 10 16 20 12 12 12 12 10 10 12 10 10 12 12 12 12 \Q0;\W1;9 182 9 182 188 (2)x10 230 216 (6)x22 (4)x12 188 (2)x10 172 216 (6)x22 (4)x12 (2)x111 (4)x146 74 68 120 80 8 630 630 (2)x11 (2)x11 (4)x9 (12)x16 \Q0;\W1;313.44 3052.38 199.08 1938.15 831.71 67.31 1533.87 460.34 456.75 240.08 816.86 65.73 1147.07 319.85 456.75 240.08 561.84 1477.99 1393.09 1280.14 1562.24 1041.50 150.60 478.11 396.48 23.50 20.75 29.16 427.20 \Q0;\W1;14.10 6.79 14.00 6.74 2.80 2.13 2.70 2.40 2.19 2.03 2.75 2.08 2.70 2.40 2.19 2.03 2.85 2.85 21.20 21.20 21.20 21.20 21.20 1.23 1.02 1.20 1.06 0.91 2.50 \Q0;\W1;126.90 1235.78 126.00 1226.68 526.40 42.60 621.00 518.40 289.08 97.20 517.00 41.60 464.40 518.40 289.08 97.20 632.70 1664.40 1568.80 1441.60 2532.00 1688.00 169.60 774.90 642.60 26.40 23.32 32.76 480.00 \Q0;ALCANTARILLA 0.20 L1=12.55 2a L91=0.63 3 1.35 1.45 3a L10=0.19 1.45 L1=1.17 5 1.35 1.40 5a L1=1.17 1.40 L10=0.19 4 2.70 4a 2.40 4b L1=3.58 L22=0.80 4c L1=2.55 L12=1.50 6 6a 6b 6c 7a 14 0.10 0.10 0.82 Ø20c/20 Ø20c/20 2 11.80 0.80 1.10 0.20 0.20 Ø16c/20 Ø16c/20 1a 1 Ø16c/20 Ø16c/20 Ø16c/20 Ø16c/20 Ø20c/15 Ø20c/15 Ø20c/15 Ø12c/20 Ø12c/20 Ø12c/20 Ø12c/20 Ø12c/20 4a Ø12c/20 Ø16c/20 Ø16c/20 Ø16c/20 Ø16c/20 Ø20c/20 Ø20c/20 Ø20c/20 Ø12c/20 Ø12c/20 Ø12c/20 Ø12c/20 Ø12c/15 Ø12c/15 Ø12c/15 Ø12c/20 Ø10c/20 Ø10c/20 10 Ø10c/20 2Ø12 2Ø12 Ø10c/20 Ø10c/20 Ø10c/20 Ø10c/20 Ø10c/20 Ø10c/20 Ø10c/20 Ø10c/20 Ø10c/20 Ø10c/20 Ø10c/20 12.00 0.50 11.50 15 0.50 0.30 12.00 0.60 11.40 17 12.00 0.50 11.50 18 21 \Q0;24.80 1.32 24.00 24.00 3.22 2.09 1.09 \Q0;198.40 316.80 288.00 192.00 758.74 492.06 26.04 \Q0;313.47 125.14 711.36 303.36 673.76 303.60 16.07 9 11.80 0.50 8.70 8 12 10 11.80 0.40 8.70 11 22 23 24 25 0.30 0.22 0.19 0.19 0.34 0.36 0.36 0.36 0.19 0.36 2.50 kg 1301.77 ACERO ESTRUCTURAL ACERAS 20.57 HORMIGON SIMPLE TIPO "A" ACERAS 3 m PREFECTURA DE TARIJA ADMINISTRADORA BOLIVIANA DE CARRETERAS (A.B.C.) CORREGIMIENTO MAYOR DE VILLA MONTES CARRETERA "VILLA MONTES - LA VERTIENTE - PALO MARCADO Y AVENIDA PERIFERICA" LAMINA N. 1 DE 6 ESCALA INDICADA REPUBLICA DE BOLIVIA CONTRATISTA SUPERVISIÓN Fecha Aprobado Fiscalización Dibujado Revisado Vo.Bo. Contratista Vo.Bo. Supervisión : Arq. Ricardo Woolcott : Ing Herbert Quinteros : Ing Ivar Rojas Lopez : Ing. Raul Zegarra Rios : Ing. Rene Ascui : Julio de 2008 PROYECTO TRAMO: AVENIDA PERIFERICA SENTIDO DE FLUJO DE AGUA 5 SENTIDO DE FLUJO DE AGUA SENTIDO DE TRAFICO SENTIDO DE FLUJO DE AGUA SENTIDO DE TRAFICO SENTIDO DE FLUJO DE AGUA 9Ø20c/20 9Ø16 c/20 ESCALA 1:100 LOSA SUPERIOR (CAPA SUPERIOR) ESCALA 1:100 LOSA INFERIOR (CAPA SUPERIOR) ESCALA 1:100 LOSA SUPERIOR (CAPA INFERIOR) ESCALA 1:100 LOSA INFERIOR (CAPA INFERIOR) 4b 4c 3 9 4a 4 4b 4c 4b 4a 4 3 4c 4b 4a 4c 4b 8 1a 8 1 8 1a 10 2a 10 2 10 2a 6b 6c 5 10 6b 6a 6 6c 6b 6a 6c 6 6b 5 6a 6c 6b 4b 5 6b Ø20c/20 Ø20c/20 Ø16c/20 Ø16c/20 Ø16c/20 Ø16c/20 Ø16c/20 3a Ø16c/20 3a Ø20c/15 Ø20c/15 Ø12c/20 Ø12c/20 Ø12c/20 Ø16c/20 Ø16c/20 Ø16c/20 Ø16c/20 Ø16c/20 Ø16c/20 Ø20c/15 Ø20c/15 Ø20c/15 Ø20c/15 Ø16c/20 Ø16c/20 Ø16c/20 5a Ø16c/20 5a Ø20c/20 Ø20c/20 Ø10c/20 Ø10c/20 Ø10c/20 Ø16c/20 Ø16c/20 Ø16c/20 Ø16c/20 Ø16c/20 Ø16c/20 Ø20c/20 Ø20c/20 Ø20c/20 Ø20c/20 ATC 3(4.00x2.00) - PROG. 0.566 DIMENSIONES Y ARMADURAS ALCANTARILLA 5 5 Ø12c/20 8Ø12c/15 en todos los ángulos 25 8Ø12c/15 25 8Ø12c/15 en todos los ángulos 25 8Ø12c/15 25 PREFECTURA DE TARIJA ADMINISTRADORA BOLIVIANA DE CARRETERAS (A.B.C.) CORREGIMIENTO MAYOR DE VILLA MONTES CARRETERA "VILLA MONTES - LA VERTIENTE - PALO MARCADO Y AVENIDA PERIFERICA" LAMINA N. 2 DE 6 ESCALA INDICADA REPUBLICA DE BOLIVIA CONTRATISTA SUPERVISIÓN Fecha Aprobado Fiscalización Dibujado Revisado Vo.Bo. Contratista Vo.Bo. Supervisión : Arq. Ricardo Woolcott : Ing Herbert Quinteros : Ing Ivar Rojas Lopez : Ing. Raul Zegarra Rios : Ing. Rene Ascui : Julio de 2008 PROYECTO TRAMO: AVENIDA PERIFERICA 0+566 5 5 5 5 5 5 5 5 5 A puente Ustarez A puente Caiguami EXTERIOR IZQ. (N° 1) INTERIOR IZQ. (N° 2) INTERIOR DER. (N° 3) INTERIOR IZQ. (N° 4) EXTERIOR IZQ. (N° 5) INTERIOR IZQ. (N° 6) INTERIOR DER. (N° 7) INTERIOR IZQ. (N° 8) 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 ESCALA 1:150 DETALLE DE UBICACION DE ALEROS ATC 3(4.00x2.00) - PROG. 0.566 DIMENSIONES Y ARMADURAS ALEROS 5 5 5 5 5 5 A A e=0.05 Hormigón simple B1 B2' B3 BT T1 T2 H e=0.05 Hormigón simple Barbacanas Material granular seleccionado (Grava de 3/4" a 1") Geotextil Relleno impermeable 0,60 m (De 30 cm de espesor) ESCALA 1:75 ALEROS - DIMENSIONES Y ARMADURAS ESCALA 1:75 ALEROS - DRENAJE A1 A2 A3 A4 A9 A5 A6 A7 A8 B2 DIMENSIONES DE ALEROS Alero Hmáx Hmín T1 T2máx B1 B2/B2' B3 BT Long. Material (m) (m) (m) (m) (m) (m) (m) (m) (m) Exterior izquierdo (N° 1) 3.87 1.80 0.30 3.57 0.60 0.25/0.35 1.25 2.20 9.11 H° A° Interior izquierdo (N° 2) 3.99 2.30 0.30 3.69 0.60 2.20 5.80 H° A° Interior derecho (N° 3) 3.73 2.30 0.30 3.43 0.60 2.20 5.55 H° A° Exterior derecho (N° 4) 3.50 1.80 0.30 3.20 0.60 2.20 4.54 H° A° Exterior izquierdo (N° 5) 3.87 1.80 0.30 3.57 0.60 2.20 4.54 H° A° Interior izquierdo (N° 6) 3.99 2.30 0.30 3.69 0.60 2.20 5.55 H° A° Interior derecho (N° 7) 3.73 2.30 0.30 3.43 0.60 2.20 5.80 H° A° Exterior derecho (N° 8) 3.50 1.80 0.30 3.20 0.60 2.20 9.11 H° A° 0.25/0.35 0.25/0.35 0.25/0.35 0.25/0.35 0.25/0.35 0.25/0.35 0.25/0.35 1.25 1.25 1.25 1.25 1.25 1.25 1.25 NOTAS: 1. CARGA VIVA: CAMION TIPO HS20-44 2. HORMIGÓN SIMPLE TIPO "A", CON UNA RESISTENCIA CILÍNDRICA CARACTERISTICA A LOS 28 DÍAS DE 210 kg/cm2. 4. ACERO ESTRUCTURAL GRADO 60 CON UN LÍMITE DE FLUENCIA DE 4200 kg/cm2. 5. RECUBRIMIENTOS EN CONTACTO CON TERRENO: 5cm. \W4.00000; OTRO CASO: 3cm. 6. SEPARACION DE ARMADURAS EN CENTIMETROS. 7. DIMENSIONES EN METROS, ESCALAS INDICADAS. PREFECTURA DE TARIJA ADMINISTRADORA BOLIVIANA DE CARRETERAS (A.B.C.) CORREGIMIENTO MAYOR DE VILLA MONTES CARRETERA "VILLA MONTES - LA VERTIENTE - PALO MARCADO Y AVENIDA PERIFERICA" LAMINA N. 3 DE 6 ESCALA INDICADA REPUBLICA DE BOLIVIA CONTRATISTA SUPERVISIÓN Fecha Aprobado Fiscalización Dibujado Revisado Vo.Bo. Contratista Vo.Bo. Supervisión : Arq. Ricardo Woolcott : Ing Herbert Quinteros : Ing Ivar Rojas Lopez : Ing. Raul Zegarra Rios : Ing. Rene Ascui : Julio de 2008 PROYECTO TRAMO: AVENIDA PERIFERICA H° A° 5 5 5 JUNTA CONSTRUCTIVA ALERO INTERIOR DERECHO (N° 7) H° A° 5 e=0.05 HORMIGON TIPO E 5 5 JUNTA CONSTRUCTIVA ALERO INTERIOR IZQUIERDO (N° 6) 5 5 5 5 5 5 11Ø10c/20 5 5 5 Ø16c/12.5 3,00m Ø12c/15 2,55m Ø16c/12.5 3,20m Ø12c/15 2,60m ALERO INTERIOR DERECHO (N° 7) ALERO INTERIOR IZQUIERDO (N° 6) H° A° 5 e=0.05 HORMIGON TIPO E 5 5 JUNTA CONSTRUCTIVA ALERO EXTERIOR IZQUIERDO (N° 5) 5 5 H° A° 5 5 5 JUNTA CONSTRUCTIVA ALERO EXTERIOR DERECHO (N° 8) e=0.05 HORMIGON TIPO E 5 5 7Ø10 11Ø10c/20 6Ø10 5 5 5 5 5 5 5 H° A° 5 5 5 JUNTA CONSTRUCTIVA ALERO INTERIOR DERECHO (N° 3) 5 5 11Ø10c/20 5 5 Ø16c/12.5 3,00m Ø12c/15 2,55m ALERO INTERIOR DERECHO (N° 3) 6Ø10 5 5 5 5 H° A° 5 5 5 JUNTA CONSTRUCTIVA ALERO INTERIOR IZQUIERDO (N° 2) e=0.05 HORMIGON TIPO E 5 5 5 5 5 Ø16c/12.5 3,20m Ø12c/15 2,60m ALERO INTERIOR IZQUIERDO (N° 2) 11Ø10c/20 7Ø10 5 5 5 ALERO EXTERIOR DERECHO (N° 8) 5 5 5 Ø16c/12.5 5,00m Ø12c/15 4,11m 8Ø10c/20 7Ø10 H° A° 5 5 5 JUNTA CONSTRUCTIVA ALERO EXTERIOR IZQUIERDO (N° 1) e=0.05 HORMIGON TIPO E 5 5 5 5 5 ALERO EXTERIOR IZQUIERDO (N° 1) 5 5 Ø16c/12.5 5,25m Ø12c/15 3,86m 8Ø10c/20 9Ø10 5 5 ALERO EXTERIOR IZQUIERDO (N° 5) 5 5 Ø16c/12.5 2.50m Ø12c/15 2.04m 8Ø10c/20 9Ø10 H° A° 5 e=0.05 HORMIGON TIPO E 5 5 JUNTA CONSTRUCTIVA ALERO EXTERIOR DERECHO (N° 4) 5 5 5 5 5 ALERO EXTERIOR DERECHO (N° 4) 5 5 Ø16c/12.5 2.50m Ø12c/15 2.04m 8Ø10c/20 7Ø10 ESCALA 1:75 ELEVACION ALEROS (VIA SUR) ESCALA 1:75 ALEROS - ARMADURAS (VIA SUR) ESCALA 1:75 ELEVACION ALEROS (VIA NORTE) ESCALA 1:75 ALEROS - ARMADURAS (VIA NORTE) X A3 A1a A1 A9 A1 A1a A9 A3a A3 A3a A3 A1a A1 A9 A1 A9 A3 A3a A1a 2Ø12 2Ø12 2Ø12 2Ø12 A3a A3 A1a A9 A1 A9 A1 A1a A3a A3 A3a A3 A1a A1 A9 A9 A1 A1a A3a A3 2Ø12 2Ø12 2Ø12 2Ø12 ESQUEMA DE DOBLADO [m] PESO [m] [kg] L. UNIT. [m] d NUMERO POSICION L. TOTAL \Q0;\W1;43 26 46 8 9 8 9 61 46 10 11 2 \Q0;\W1;A1 A1a A2 A3 A3a A4 A4a A5 A6 A7 A8 A9 \Q0;\W1;16 12 10 10 10 10 10 12 12 10 10 12 \Q0;\W1;3.94 2.91 3.14 9.30 6.29 9.30 6.29 2.50 2.50 9.00 9.00 9.34 PLANILLA DE ACEROS - ALEROS A1 0.20 L1=3.77 0.50 L43=2.71 A1a 0.20 L1=2.71 0.50 L26=1.70 A2 0.20 L1=3.77 0.20 L46=1.70 0.15 0.15 9.00 A3 A4 0.15 0.15 L1=8.44 A3a A4a L9=3.54 0.20 0.20 2.10 A5 A6 9.00 A7 A8 A9 2.71 6.63 \Q1;\W1;\T0.9;TRAMO 1 - VIA NORTE ALERO EXTERIOR IZQUIERDO H=3.87m. \Q0;\W1;169.42 75.53 144.21 74.40 56.61 74.40 56.61 152.50 115.00 90.00 99.00 18.68 \Q0;\W1;267.68 67.07 88.98 45.90 34.93 45.90 34.93 135.42 102.12 55.53 61.08 15.59 \Q0;\W1;26 17 30 11 6 11 6 40 30 10 11 2 \Q0;\W1;A1 A1a A2 A3 A3a A4 A4a A5 A6 A7 A8 A9 \Q0;\W1;16 12 10 10 10 10 10 12 12 10 10 12 \Q0;\W1;4.23 3.39 3.45 6.04 3.99 6.04 3.99 2.50 2.50 5.74 5.74 5.92 A1 0.20 L1=3.89 0.50 L26=3.17 A1a 0.20 L1=3.17 0.50 L17=2.20 A2 0.20 L1=3.89 0.20 L30=2.20 0.15 0.15 5.74 A3 A4 0.15 0.15 L1=5.28 A3a A4a L6=2.09 0.20 0.20 2.10 A5 A6 5.74 A7 A8 A9 1.23 4.69 \Q0;\W1;\T0.9;TRAMO 2 - VIA NORTE ALERO INTERIOR IZQUIERDO H=3.99m. \Q0;\W1;109.98 57.55 103.35 66.44 23.91 66.44 23.91 100.00 75.00 57.40 63.14 11.84 \Q0;\W1;173.77 51.1 63.77 40.99 14.75 40.99 14.75 88.80 66.60 35.42 38.96 10.51 \Q0;\W1;25 17 29 11 6 11 6 38 29 10 11 2 \Q0;\W1;A1 A1a A2 A3 A3a A4 A4a A5 A6 A7 A8 A9 \Q0;\W1;16 12 10 10 10 10 10 12 12 10 10 12 \Q0;\W1;4.03 3.31 3.73 5.79 3.70 5.79 3.70 2.50 2.50 5.49 5.49 5.67 A1 0.20 L1=3.63 0.50 L25=3.02 A1a 0.20 L1=3.02 0.50 L17=2.20 A2 0.20 L1=3.63 0.20 L29=2.20 0.15 0.15 5.49 A3 A4 0.15 0.15 L1=4.95 A3a A4a L6=1.85 0.20 0.20 2.10 A5 A6 5.49 A7 A8 A9 1.03 4.64 \Q1;\W1;\T0.9;T\Q0;RAMO 3 - VIA NORTE ALERO INTERIOR DERECHO H=3.73m. \Q0;\W1;100.63 56.27 108.03 63.69 22.20 63.69 22.20 95.00 72.50 54.90 60.39 11.34 \Q0;\W1;158.99 49.97 66.65 39.30 13.70 39.30 13.70 84.36 64.38 33.87 37.26 10.07 \Q0;\W1;21 14 23 8 7 8 7 31 23 10 11 2 \Q0;\W1;A1 A1a A2 A3 A3a A4 A4a A5 A6 A7 A8 A9 \Q0;\W1;16 12 10 10 10 10 10 12 12 10 10 12 \Q0;\W1;3.75 2.90 2.95 4.78 3.16 4.78 3.16 2.40 2.50 4.48 4.48 4.83 A1 0.20 L1=3.40 0.50 L21=2.70 A1a 0.20 L1=2.70 0.50 L14=1.70 A2 0.20 L1=3.40 0.20 L23=1.70 0.15 0.15 4.48 A3 A4 0.15 0.15 L1=4.07 A3a A4a L7=1.64 0.20 0.20 2.10 A5 A6 4.48 A7 A8 A9 1.02 3.81 \Q0;\W1;\T0.9;TRAMO 4 - VIA NORTE ALERO EXTERIOR DERECHO H=3.50m. \Q0;\W1;78.75 40.60 67.85 38.24 22.09 38.24 22.09 74.40 57.50 44.80 49.28 9.66 \Q0;\W1;124.43 36.05 41.86 23.59 13.63 23.59 13.63 66.07 51.06 27.64 30.41 8.58 \Q0;\W1;21 14 23 8 9 8 9 31 23 10 11 2 \Q0;\W1;A1 A1a A2 A3 A3a A4 A4a A5 A6 A7 A8 A9 \Q0;\W1;16 12 10 10 10 10 10 12 12 10 10 12 \Q0;\W1;4.04 3.00 3.14 4.78 3.14 4.78 3.14 2.50 2.50 4.48 4.48 5.00 A1 0.20 L1=3.77 0.50 L21=2.90 A1a 0.20 L1=2.90 0.50 L14=1.70 A2 0.20 L1=3.77 0.20 L23=1.70 0.15 0.15 4.48 A3 A4 0.15 0.15 L1=4.14 A3a A4a L9=1.53 0.20 0.20 2.10 A5 A6 4.48 A7 A8 A9 1.02 3.98 \Q0;\W1;\T0.9;TRAMO 5 - VIA SUR ALERO EXTERIOR IZQUIERDO H=3.87m. \Q0;\W1;84.74 42.00 72.11 38.24 28.22 38.24 28.22 77.50 57.50 44.80 49.28 10.00 \Q0;\W1;133.88 37.30 44.49 23.59 17.41 23.59 17.41 68.82 51.06 27.64 30.41 8.88 \Q0;\W1;25 17 29 11 7 11 7 38 29 10 11 2 \Q0;\W1;A1 A1a A2 A3 A3a A4 A4a A5 A6 A7 A8 A9 \Q0;\W1;16 12 10 10 10 10 10 12 12 10 10 12 \Q0;\W1;4.23 3.38 3.45 5.79 3.76 5.79 3.76 2.50 2.50 5.49 5.49 5.76 A1 0.20 L1=3.89 0.50 L25=3.16 A1a 0.20 L1=3.16 0.50 L17=2.20 A2 0.20 L1=3.89 0.20 L29=2.20 0.15 0.15 5.49 A3 A4 0.15 0.15 L1=5.03 A3a A4a L7=1.89 0.20 0.20 2.10 A5 A6 5.49 A7 A8 A9 1.03 4.73 \Q0;\W1;\T0.9;TRAMO 6 - VIA SUR ALERO INTERIOR IZQUIERDO H=3.99m. \Q0;\W1;105.63 57.46 99.91 63.69 26.32 63.69 26.32 95.00 72.50 54.90 60.39 11.52 \Q0;\W1;166.89 51.02 61.64 39.30 16.24 39.30 16.24 84.36 64.38 33.87 37.26 10.23 \Q0;\W1;26 17 30 11 6 11 6 40 30 10 11 2 \Q0;\W1;A1 A1a A2 A3 A3a A4 A4a A5 A6 A7 A8 A9 \Q0;\W1;16 12 10 10 10 10 10 12 12 10 10 12 \Q0;\W1;4.03 3.31 3.32 6.04 3.97 6.04 3.97 2.50 2.50 5.74 5.74 5.92 A1 0.20 L1=3.63 0.50 L26=3.02 A1a 0.20 L1=3.02 0.50 L17=2.20 A2 0.20 L1=3.63 0.20 L30=2.20 0.15 0.15 5.74 A3 A4 0.15 0.15 L1=5.14 A3a A4a L6=2.20 0.20 0.20 2.10 A5 A6 5.74 A7 A8 A9 1.23 4.69 \Q0;\W1;\T0.9;TRAMO 7 - VIA SUR ALERO INTERIOR DERECHO H=3.73m. \Q0;\W1;104.65 56.27 99.45 66.44 23.82 66.44 23.82 100.00 75.00 57.40 63.14 11.84 \Q0;\W1;165.35 49.97 61.36 40.99 14.70 40.99 14.70 88.80 66.60 35.42 38.96 10.51 \Q0;\W1;41 27 46 8 7 8 7 61 46 10 11 2 \Q0;\W1;A1 A1a A2 A3 A3a A4 A4a A5 A6 A7 A8 A9 \Q0;\W1;16 12 10 10 10 10 10 12 12 10 10 12 \Q0;\W1;3.80 2.95 2.95 9.30 6.37 9.30 6.37 2.50 2.50 9.00 9.00 9.22 A1 0.20 L1=3.40 0.50 L41=2.80 A1a 0.20 L1=2.80 0.50 L27=1.70 A2 0.20 L1=3.40 0.20 L46=1.70 0.15 0.15 9.00 A3 A4 0.15 0.15 L1=8.31 A3a A4a L7=3.83 0.20 0.20 2.10 A5 A6 9.00 A7 A8 A9 2.71 6.51 \Q0;\W1;\T0.9;TRAMO 8 - VIA SUR ALERO EXTERIOR DERECHO H=3.50m. \Q0;\W1;155.80 79.65 135.70 74.40 44.59 74.40 44.59 152.50 115.00 90.00 99.00 18.44 \Q0;\W1;246.16 70.73 83.73 45.90 27.51 45.90 27.51 135.42 102.12 55.53 61.08 16.37 ATC 3(4.00x2.00) - PROG. 0.566 DIMENSIONES Y ARMADURAS ALEROS PREFECTURA DE TARIJA ADMINISTRADORA BOLIVIANA DE CARRETERAS (A.B.C.) CORREGIMIENTO MAYOR DE VILLA MONTES CARRETERA "VILLA MONTES - LA VERTIENTE - PALO MARCADO Y AVENIDA PERIFERICA" LAMINA N. 4 DE 6 ESCALA INDICADA REPUBLICA DE BOLIVIA CONTRATISTA SUPERVISIÓN Fecha Aprobado Fiscalización Dibujado Revisado Vo.Bo. Contratista Vo.Bo. Supervisión : Arq. Ricardo Woolcott : Ing Herbert Quinteros : Ing Ivar Rojas Lopez : Ing. Raul Zegarra Rios : Ing. Rene Ascui : Julio de 2008 PROYECTO TRAMO: AVENIDA PERIFERICA variable 5 2 Ø 16 Ø 10 c/20 VISTA EN PLANTA PARED LOSA SUPERIOR BORDILLO 5 5 5 5 5 VISTA FRONTAL 2 Ø 16 Ø 10 c/20 0.10 0.10 variable variable 0.19 0.17 variable 0.20 2 Ø 10 <> 5 5 2 Ø 10 ESCALA 1:50 CONTRAFUERTE UNION PAREDES CON BORDILLO 5 5 5 5 5 5 5 5 5 5 ARMADURA DE ACERA C C 5 5 A A B B 5 5 5 5 5 5 5 5 CORTE C-C ESCALA 1:20 ELVACION ESCALA 1:20 CORTE A-A ESCALA 1:20 CORTE B-B ESCALA 1:20 2Ø12 1 4Ø10 3 4Ø10 2Ø12 2 1Ø6 4 1Ø6 5 1Ø6 6 1Ø6 6 2Ø12 1 4Ø10 3 4Ø10 3 4Ø10 3 4Ø10 3 1Ø6 4 1Ø6 5 1Ø6 4 Ø6c/20 6 Ø6c/20 6 Ø6c/20 6 Ø6c/20 6 4Ø10 3 4Ø10 3 1Ø6 6 1Ø6 6 Nota para barandado: 1. Barandado Tipo P3 (S.N.C.) 2. Pasamanos prefabricados y postes hormigonados en sitio. 3. Recubrimiento barandado y bordillo 1.5 cm. 4. Resistencia característica del hormigón de 210 kg/cm2 a los 28 días. 5. Acero estructural con límite de fluencia de 4200 kg/cm2. 6. Todas las aristas vivas tienen un chanfle de 1 x 1 cm. 7. Dimensiones en metros Ø8c/30 5Ø10c/25 ESQUEMA DE DOBLADO [m] PESO [m] [kg] L. UNIT. [m] d NUMERO POSICION L. TOTAL \Q0;\W1;L1 L2 L3 L3a L3b L3c L4 L4a L4b L4c PLANILLA DE ACEROS - LOSAS DE CABEZALES \Q0;\W1;12 10 10 10 10 10 10 10 10 10 \Q0;\W1;(2)x6 (2)x120 (2)x63 (2)x11 (2)x11 (2)x16 (2)x63 (2)x11 (2)x11 (2)x16 \Q0;\W1;255.74 293.20 244.11 26.13 28.44 436.34 244.11 26.13 28.44 436.34 \Q0;\W1;24.00 1.98 3.14 1.93 2.10 22.10 3.14 1.93 2.10 22.10 \Q0;\W1;288.00 475.20 395.64 42.35 46.09 707.20 395.64 42.35 46.09 707.20 \Q0;LOSAS CABEZALES INTERIORES \Q0;\W1;L1 L2 L3 L3a L3b L3c L4 L4a L4b L4c \Q0;\W1;12 10 10 10 10 10 10 10 10 10 \Q0;\W1;(2)x6 (2)x146 (2)x69 (2)x7 (2)x20 (2)x16 (2)x69 (2)x7 (2)x20 (2)x16 \Q0;\W1;316.70 356.72 267.36 17.49 51.33 509.40 267.36 17.49 51.33 509.40 \Q0;\W1;29.72 1.98 3.14 2.03 2.08 25.80 3.14 2.03 2.08 25.80 \Q0;\W1;356.64 578.16 433.32 28.35 83.20 825.60 433.32 28.35 83.20 825.60 \Q0;LOSAS CABEZALES EXTERIORES NOTAS: 1. CARGA VIVA: CAMION TIPO HS20-44 2. HORMIGÓN SIMPLE TIPO "A", CON UNA RESISTENCIA CILÍNDRICA CARACTERISTICA A LOS 28 DÍAS DE 210 kg/cm2. 4. ACERO ESTRUCTURAL GRADO 60 CON UN LÍMITE DE FLUENCIA DE 4200 kg/cm2. 5. RECUBRIMIENTOS EN CONTACTO CON TERRENO: 5cm. \W4.00000; OTRO CASO: 3cm. 6. SEPARACION DE ARMADURAS EN CENTIMETROS. 7. DIMENSIONES EN METROS, ESCALAS INDICADAS. Dentellon Solera 5 5 5 5 ESCALA 1:20 DENTELLON EN ALEROS L1 L2 L1 L2 0.75 0.19 0.05 0.19 0.75 12.00 0.36 11.64 L3 3.14 L4 L3a L1=0.93 L4a L11=2.92 L3b L1=1.10 L4b L11=3.09 L4c 12.00 0.30 9.80 L3c L1 11.64 0.36 5.36 12.00 0.36 L2 0.75 0.19 0.05 0.19 0.75 L3 3.14 L4 L3a L1=1.13 L4a L7=2.92 L3b L1=1.04 L4b L20=3.12 L4c 12.00 0.30 L16=16.30 L3c L1=10.70 11Ø10c/30 <> 5 63Ø10c/30 18.60 5 11Ø10c/30 <> ARMADURA CARA INFERIOR L3c L3a L3b L3 16Ø10c/20 <> 11Ø10c/30 <> 5 63Ø10c/30 18.60 5 11Ø10c/30 <> L4c L4a L4b L4 16Ø10c/20 <> ATC 3(4.00x2.00) - PROG. 0.566 DIMENSIONES Y ARMADURAS ALEROS Y BARANDA 7Ø10c/30 <> 5 69Ø10c/30 20.40 5 20Ø10c/30 <> L3c 16Ø10c/20 <> ESCALA 1:100 LOSAS EN CABEZALES INTERNOS ARMADURA CARA SUPERIOR L3 L3a L3b 7Ø10c/30 <> 5 69Ø10c/30 20.40 5 20Ø10c/30 <> L4c 16Ø10c/20 <> L4 L4a L4b 7Ø10c/30 <> 5 69Ø10c/30 20.40 5 20Ø10c/30 <> L3c 16Ø10c/20 <> L3 L3a L3b ARMADURA CARA INFERIOR ESCALA 1:100 LOSAS EN CABEZALES EXTERNOS ARMADURA CARA SUPERIOR M1 M1 M2 M2 M3 M3 \Q0;\W1;M1 M2 M3 \Q0;\W1;10 10 16 \Q0;\W1;(8)x5 (8)x1 (8)x2 \Q0;\W1;27.52 12.78 58.4 \Q0;\W1;1.12 2.59 2.31 \Q0;\W1;44.60 20.72 36.96 \Q0;CONTRAFUERTES M1 0.19 0.10 0.10 L1=0.47 L5=1.04 L1=0.58 L5=1.81 M2 0.19 1.20 1.20 M3 0.17 0.20 1.94 PREFECTURA DE TARIJA ADMINISTRADORA BOLIVIANA DE CARRETERAS (A.B.C.) CORREGIMIENTO MAYOR DE VILLA MONTES CARRETERA "VILLA MONTES - LA VERTIENTE - PALO MARCADO Y AVENIDA PERIFERICA" LAMINA N. 5 DE 6 ESCALA INDICADA REPUBLICA DE BOLIVIA CONTRATISTA SUPERVISIÓN Fecha Aprobado Fiscalización Dibujado Revisado Vo.Bo. Contratista Vo.Bo. Supervisión : Arq. Ricardo Woolcott : Ing Herbert Quinteros : Ing Ivar Rojas Lopez : Ing. Raul Zegarra Rios : Ing. Rene Ascui : Julio de 2008 PROYECTO TRAMO: AVENIDA PERIFERICA 5 5 5 5 5 5 Zampeado e=30cm Colchoneta e=23cm 0+500 L=13m PLANTA ESCALA 1:200 Colchoneta e=23cm Gaviones Zampeado e=30cm Gaviones VIA NORTE VIA SUR AVENIDA PERIFERICA EJE VIA SUR 0+520 0+540 0+600 0+620 386.514 389.825 386.462 386.410 390.014 386.389 386.337 386.285 0.5 % 0.5 % EJE VIA NORTE ZAMPEADO e=30cm Colchoneta e=23cm Colchoneta e=23cm Gaviones Gaviones Geotextil OP-20 Zampeado e=30cm Geotextil OP-20 Zampeado e=30cm 5 5 5 GAVIONES COLCHONETA e=23cm LONGITUD DE GAVIONES EN CORTE A-A ESCALA 1:200 ELEVACION CORTE B-B ESCALA 1:100 A PUENTE CAIGUAMI A PUENTE UZTARES A A B B ATC 3(4.00x2.00) - PROG. 0.566 GAVIONES Y ZAMPEADO PROTECCIONES PREFECTURA DE TARIJA ADMINISTRADORA BOLIVIANA DE CARRETERAS (A.B.C.) CORREGIMIENTO MAYOR DE VILLA MONTES CARRETERA "VILLA MONTES - LA VERTIENTE - PALO MARCADO Y AVENIDA PERIFERICA" LAMINA N. 6 DE 6 ESCALA INDICADA REPUBLICA DE BOLIVIA CONTRATISTA SUPERVISIÓN Fecha Aprobado Fiscalización Dibujado Revisado Vo.Bo. Contratista Vo.Bo. Supervisión : Arq. Ricardo Woolcott : Ing Herbert Quinteros : Ing Ivar Rojas Lopez : Ing. Raul Zegarra Rios : Ing. Rene Ascui : Julio de 2008 PROYECTO TRAMO: AVENIDA PERIFERICA

Language	Spanish
Drawing Type	Full Project
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Other
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, DWG, full, infrastructure, kläranlage, Project, sewage, sewer, treatment plant