Automobile Bridge, Sacata – Callalli – Caylloma, Peru, DWG Plan for AutoCAD

Automobile Bridge, Sacata – Callalli – Caylloma, Peru, DWG Plan for AutoCAD

COMPLETE PLANS WITH STRUCTURAL DETAILS

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

angles with bolts, bronze plate, beam, footboard, road, beam rest area, drainage pipe, earth, compacted, filter, fill with, teknoport, and asphalt, main beam, left abutment support, neoprene plate, upper metal plate, lower metal plate, support right abutment, support device, semirecubierto elastomer neoprene designation, dimensions, hard shore: a, owner:, callalli district municipality, project :, lamina: stirrup, support and details , date :, scale :, revised :, location :, sector:, district:, prov. :, dept. :, arequipa, callalli, caylloma, condoroma, plant and cuts, railing, pole, main, beam diaphragm, projection of main beam, formwork, armor and details, diaphragm, slab, overlap in slab, overlap in lane, formwork and specifications, concrete:, coating, minimum bending redio, main beam, cut diaphragm and details, neoprene support, junction box, reinforcement, lower, upper, plant and section, ground level, distance, bridge, river bed, foundation projection , bridge slab, flow, nm

Raw text data extracted from CAD file:

30,00° 30,00° 30,00° 60,00° 3,00 0.70 0.80 4.20 1.50 1.00 3.20 1.50 5.70 0.60 1.50 1.25 0.60 3.95 1.50 3.20 1.00 5.70 0.90 3.20 0.90 5.00 0.42 0.42 1.06 0.88 2.71 0.60 0.70 0.80 1.25 0.60 3.95 5.50 5.00 0.90 0.90 3.20 1.50 3.70 2.00 1.00 3.20 1.50 5.70 0.60 1.50 1.25 0.60 3.95 5.70 5.70 1.50 1.50 3.95 0.60 1.25 0.60 4.20 1.50 5.70 0.05 1.00 0.70 0.03 0.80 0.70 0.05 0.03 0.05 0.40 400 300 0.20 400 400 0.15 0.15 0.05 0.70 0.05 1.00 0.50 400 300 0.20 400 400 0.15 0.15 250 250 1.50 3.20 1.00 5.70 0.90 3.20 0.90 5.00 0.20 0.20 0.60 0.60 0.10 0.10 3.60 5.00 0.80 0.20 0.20 0.80 0.80 0.20 0.20 0.80 0.60 0.60 2.00 0.60 0.30 0.60 0.30 0.20 0.42 0.42 1.06 0.88 2.71 5.50 5.00 2.79 2.79 3.95 0.60 1.25 0.60 0.80 0.70 5.00 5.50 2.71 1.06 0.42 0.88 0.42 2.79 0.70 3.95 1.25 0.60 0.80 0.60 0.60 0.30 .10 0.60 0.60 0.30 .10 0.60 0.60 0.60 2.00 3.60 0.60 .10 .10 0.60 3.60 0.20 4.65 0.20 4.65 0.20 4.65 0.20 4.65 0.20 15.00 3.95 1.50 1.25 0.60 0.60 5.70 1.50 3.20 1.00 3.95 1.50 0.60 1.25 0.60 5.70 1.50 3.20 1.00 0.60 .20 0.60 .20 .20 0.80 .20 0.80 020 3.45 0.20 3.50 020 3.45 0.20 3.50 0.20 14.90 0.70 0.80 0.80 0.70 0.20 0.60 0.10 0.80 0.20 0.60 0.60 0.30 1.00 0.20 0.20 0.60 1.00 0.30 3.50 0.20 0.20 0.80 0.20 0.20 0.25 0.40 0.15 0.80 0.80 0.20 0.20 0.80 1.00 0.20 0.30 0.60 0.60 0.20 0.80 0.50 0.40 0.10 0.20 0.20 0.60 0.60 0.10 0.10 3.60 5.00 0.80 0.20 0.20 0.80 0.20 0.80 0.20 0.80 0.60 0.60 2.00 0.60 0.30 0.60 0.30 2.40 0.20 3.60 0.20 2.40 8.80 0.20 0.20 5.00 5.00 0.60 0.30 .10 0.60 0.60 .10 0.30 0.60 0.60 0.60 2.00 3.60 0.30 0.20 4.65 0.20 4.65 0.20 4.65 0.20 15.00 0.60 0.60 0.30 0.60 0.60 2.00 4.40 15.00 0.17 0.17 0.25 0.25 0.125 0.125 0.25 0.25 0.25 0.25 0.50 0.15 0.50 0.15 0.45 0.15 0.45 0.15 0.20 0.20 0.60 0.60 0.10 0.10 3.60 5.00 0.80 0.20 0.20 0.80 0.20 0.80 0.20 0.80 0.60 0.60 2.00 0.60 0.30 0.60 0.30 0.20 0.20 0.60 0.20 2.00 0.60 0.60 5.00 3.60 0.10 0.60 0.60 0.10 3.20 0.20 0.20 0.20 0.60 0.80 1.00 0.80 .20 .20 0.80 1.00 0.05 2.00 1.80 1.20 0.05 2.00 1.80 1.20 4.80 0.125 0.20 4.625 0.20 4.625 0.20 4.625 0.20 0.125 0.05 14.90 0.05 0.70 0.80 0.70 0.80 0.60 0.30 0.30 2.95 1.15 7.20 0.50 0.60 0.30 0.30 2.95 1.15 7.20 9.00 0.20 0.80 0.05 0.60 0.30 0.05 1.00 0.05 0.50 0.05 0.09 0.09 0.09 0.60 0.09 0.09 0.09 0.09 0.20 0.80 0.05 0.60 0.30 0.05 1.00 0.05 0.50 0.05 0.09 0.09 0.09 0.60 0.09 0.09 0.09 0.09 0.05 0.20 1.00 0.80 0.30 0.09 0.09 0.09 0.09 0.60 0.60 0.09 0.09 0.09 0.05 0.50 0.05 0.05 0.20 0.25 5 5 5 ANGULARES CON PERNOS DE 3/16" EMPERNADO EN LOS \LDETALLE - JUNTA DE DILATACION 1/4 0.30 PLACA DE BRONCE VIGA ESC. 1/5 5 ESTRIBO 0,15 0,15 NEOPRENO DUREZA º60 Ø 3/8" @ .35 5 Ø 3/8" @ .35 0,15 1/100 0.70 0.80 4.20 1.50 1.00 3.20 1.50 5.70 0.60 1.50 1.25 0.60 3.95 COTA=4628.50 m.s.n.m. CARRETERA PUENTE COTA=4634.20 m.s.n.m. COTA=4630.00 m.s.n.m. f`c=140Kg/cm2 +30% P.G. f`c=140Kg/cm2 +30% P.G. ESC. 1/50 \LCORTE A-A 1.50 3.20 1.00 5.70 0.90 3.20 0.90 5.00 LOZA COTA=4634.20 m.s.n.m. ZONA DE DESCANSO DE VIGA COTA=4628.50 m.s.n.m. f`c=140Kg/cm2 +30% P.G. f`c=140Kg/cm2 +30% P.G. f`c=140Kg/cm2 +30% P.G. COTA=4633.20 m.s.n.m. TUBO DE DRENAJE PVC Ø 3" (LARGO 3m) PVC Ø 3" (LARGO 3m) TUBO DE DRENAJE \LELEVACION FRONTAL DE ESTRIBO ESC. 1/50 0.42 0.42 1.06 0.88 2.71 0.60 0.70 0.80 1.25 0.60 3.95 5.50 5.00 0.90 0.90 3.20 45° DRENAJE Ø3" PVC (LARGO 3.00m) ORIFICIOS Ø 1/2" (TIPO) f`c=140Kg/cm2 +30% P.G. ESTRIBO 02 A A B B C C \LPLANTA DE ESTRIBO ESC. 1/50 2.00 5.70 1.50 ESC. 1/50 \LCORTE B-B 1.50 3.95 0.60 1.25 0.60 f`c=140Kg/cm2 +30% P.G. 3.20 COTA=4630.00 m.s.n.m. 1.00 PUENTE COTA=4634.20 m.s.n.m. 3.70 f`c=140Kg/cm2 +30% P.G. CARRETERA 1.50 5.70 5.70 5.70 1.50 \LCORTE C-C 3.95 1.50 1.25 0.60 0.60 ESC. 1/50 1.50 4.20 CARRETERA f`c=140Kg/cm2 +30% P.G. COTA=4634.20 m.s.n.m. TIERRA COMPACTADA FILTRO GRAVA Ø 3/4" PVC Ø3" (LARGO 3m) TUBO DE DRENAJE f`c=140Kg/cm2 +30% P.G. COTA=4634.20 m.s.n.m. VER DETALLE 1 ESTRIBO Nº 1 (LADO IZQ.) 0.05 1.00 RELLENAR CON TEKNOPORT Y ASFALTO 0.70 0.03 0.80 \LDETALLE DE APOYO MOVIL ESC. 1/25 \LDETALLE 1 ESC. 1/50 ESTRIBO Nº 1 0.05 COTA=4634.20 m.s.n.m. 0.70 VIGA PRINCIPAL 0.03 0.05 0.40 ESC. 1/20 APOYO ESTRIBO IZQUIERDO PLANCHA DE NEOPRENO 400 300 0.20 400 PLANCHA SUPERIOR DE METAL 400 0.15 0.15 PLANCHA INFERIOR DE METAL VIGA PRINCIPAL ESC. 1/20 APOYO ESTRIBO DERECHO 0.70 0.05 02 PLANCHAS DE NEOPRENO 0.05 1.00 0.50 DOWELLS 4 Ø 1" 400 300 0.20 PLANCHA DE NEOPRENO 400 0.15 PLANCHA INFERIOR DE METAL 400 0.15 PLANCHA SUPERIOR DE METAL 250 250 APOYO ESTRIBO IZQUIERDO ESC. 1/20 Ø s 1" ORIFICIOS Ø1" PARA DOWELLS 1" DISPOSITIVO DE APOYO ELASTOMERO semirecubierto de neopreno designacion 300x600 - 3 (8+2) DIMENCIONES Espesor total 20 mm. Largo 400 mm. Ancho 300 mm. DURESA SHORE : A DURESA 60 - 35% Propietario: MUNICIPALIDAD DISTRITAL DE CALLALLI Proyecto: PUENTE CARROZABLE "SACATA" Lamina: ESTRIBO, APOYO Y DETALLES Fecha: Escala: Revisado: Lamina: P-3 Ubicacion: Sector : Distrito : Prov. : Dpto. : AREQUIPA CALLALLI CAYLLOMA CONDOROMA AREQUIPA Dpto. : P-2 Revisado: PLANTA Y CORTES PUENTE CARROZABLE "SACATA" MUNICIPALIDAD DISTRITAL DE CALLALLI CONDOROMA CAYLLOMA CALLALLI Prov. : Distrito : Sector : Ubicacion: Lamina: Proyecto: Escala: Fecha: Propietario: Lamina: \LDETALLE DE ESTRIBO (VISTA DE FRENTE) ESC. 1/50 3.20 5.00 1.00 5.70 3.20 1.50 f`c=140Kg/cm2 +30% P.G. PVC Ø 3" (LARGO 3m) TUBO DE DRENAJE 0.90 f`c=140Kg/cm2 +30% P.G. COTA=4628.50 m.s.n.m. ZONA DE DESCANSO DE VIGA TUBO DE DRENAJE PVC Ø 3" (LARGO 3m) f`c=140Kg/cm2 +30% P.G. LOZA COTA=4634.20 m.s.n.m. 0.90 0.20 0.20 0.60 0.60 0.10 0.10 3.60 5.00 0.80 0.20 0.20 0.80 0.20 0.80 0.20 0.80 0.60 0.60 2.00 0.60 0.30 0.60 0.30 LOSA COTA= 4634.20 m.s.n.m. BARANDA TUBO Ø 2" POSTE VIGA PRINCIPAL PRINCIPAL VIGA VIGA DIAFRAGMA f`c=210Kg/cm2 f`c=210Kg/cm2 COTA= 4633.20 m.s.n.m. 0.20 Ø 3" PVC DESAGUE LLUVIAS @ 500m \LCORTE B-B ESC. 1/25 ORIFICIOS Ø 1/2" (TIPO) DRENAJE Ø3" PVC (LARGO 3.00m) 5.00 45° 5.50 2.71 ESTRIBO 02 f`c=140Kg/cm2 +30% P.G. 1.06 0.42 0.88 0.42 2.79 2.79 0.70 3.95 1.25 0.60 0.80 0.60 CARRETERA COTA =X 0.70 0.80 0.60 5.50 2.71 CARRETERA COTA =X ESTRIBO 01 f`c=140Kg/cm2 +30% P.G. 45° 5.00 0.42 2.79 0.42 1.06 0.88 3.95 1.25 0.60 ORIFICIOS Ø 1/2" (TIPO) DRENAJE Ø3" PVC (LARGO 3.00m) 0.60 0.30 .10 0.60 0.60 .10 0.30 0.60 0.60 0.60 2.00 3.60 3.60 0.60 .10 .10 0.60 DRENAJE PLUVIAL PVC Ø3" @ 4.50mm DRENAJE PLUVIAL PVC Ø3" @ 4.50mm VEREDA COTA =4634.40 m.s.n.m. VEREDA COTA =4634.40 m.s.n.m. POSTE POSTE Baranda tubo Ø 3" Baranda tubo Ø 3" PUENTE COTA =4634.20 m.s.n.m. PROYECCION DE VIGA PRINCIPAL PROYECCION DE VIGA PRINCIPAL PROYECCION DE VIGA PRINCIPAL 0.20 4.65 0.20 4.65 0.20 4.65 0.20 4.65 0.20 15.00 ESC. 1/50 \LPLANTA GENERAL A A B B PVC Ø3" (LARGO 3m) TUBO DE DRENAJE 3.95 1.50 0.60 1.25 0.60 COMPACTADA TIERRA FILTRO GRAVA Ø 3/4" f`c=140Kg/cm2 +30% P.G. f`c=140Kg/cm2 +30% P.G. 5.70 1.50 3.20 1.00 CARRETERA 3.20 5.70 1.50 3.95 0.60 1.25 f`c=140Kg/cm2 +30% P.G. 1.50 0.60 f`c=140Kg/cm2 +30% P.G. 1.00 TUBO DE DRENAJE PVC Ø3" (LARGO 3m) CARRETERA GRAVA Ø 3/4" FILTRO TIERRA COMPACTADA 0.60 .20 .20 0.60 .20 0.80 0.80 .20 020 3.45 0.20 3.50 3.50 3.45 020 0.20 0.20 14.90 0.80 0.70 0.70 0.80 LOSA DEL PUENTE COTA =4634.20 m.s.n.m. VEREDA COTA =4634.40 m.s.n.m. VIGA DIAFRAGMA VIGA DIAFRAGMA COTA =4633.20 m.s.n.m. f`c=210Kg/cm2 \LCORTE A-A ESC. 1/50 MUNICIPALIDAD DISTRITAL DE CALLALLI PUENTE CARROZABLE "SACATA" ENCOFRADO, ARMADURA Y DETALLES Revisado: Dpto. : AREQUIPA CONDOROMA Proyecto: Lamina: Ubicacion: Sector : Distrito : Prov. : CALLALLI CAYLLOMA Fecha: Escala: Propietario: P-5 Lamina: 0.20 0.80 0.30 0.60 0.60 ESC. 1/20 \LDETALLE DE POSTE PRINCIPAL VIGA 0.10 0.60 0.20 DIAFRAGMA LOSA COTA= 4634.20 m.s.n.m. 1.00 LOSA 0.20 0.20 0.60 1.00 0.30 Ø1/2" Ø1/2" COTA= 4634.40 m.s.n.m. Ø3/8" @ 0.10 LOSA DEL PUENTE COTA =4634.20 m.s.n.m. VIGA PRINCIPAL DIAFRAGMA 3.50 VEREDA COTA =4634.40 m.s.n.m. 0.20 0.20 f`c=210Kg/cm2 POSTE (0.20x0.20x0.80) TUBO FºØ2" BARANDA 0.80 0.20 0.20 0.25 0.40 0.15 0.80 0.80 0.20 0.20 0.80 1.00 ESC. 1/20 \LDETALLE DE BARANDA 0.20 \LDETALLE Øs. EN VEREDA 0.60 0.30 0.60 ESC. 1/20 LOSA COTA= 4634.20 m.s.n.m. COTA= 4634.40 m.s.n.m. VIGA PRINCIPAL Ø3/8" @ 0.10 f`c=210Kg/cm2 f`c=210Kg/cm2 0.20 0.80 0.50 0.40 Ø3/8" @ 0.25 Ø3/8" @ 0.25 0.10 Ø3/8" @ 0.20 Ø3/8" @ 0.20 0.20 0.80 0.20 0.80 0.30 0.60 0.30 0.60 2.00 0.60 0.60 ESC. 1/25 \LARMADURA EN CORTE VIGA PRINCIPAL 5.00 3.60 COTA= 4633.20 m.s.n.m. PRINCIPAL VIGA 0.10 0.60 0.20 LOSA COTA= 4634.20 m.s.n.m. 0.20 0.20 0.80 0.60 0.20 POSTE 0.10 0.80 POSTE Ø3/8" @ 0.20 Ø3/8" @ 0.25 Ø1/2" @ 0.125 Ø3/8" @ 0.25 Ø3/8" @ 0.475 Ø3/8" @ 0.17 Ø5/8" @ 0.19 Ø5/8" @ 0.17 Ø1/2" @ 0.125 Ø3/8" @ 0.25 2.40 0.20 3.60 0.20 2.40 8.80 0.20 0.20 \LDETALLE DE BARRAS Ø 5/8" ESC. 1/50 15.00 5.00 4.65 0.20 0.20 0.30 3.60 0.60 4.65 \LARMADURA EN PLANTA ESC. 1/50 4.65 0.20 .10 0.60 0.20 0.60 0.30 0.60 .10 0.60 2.00 0.30 0.60 5.00 0.60 0.60 0.60 0.60 0.30 2.00 4.40 15.00 0.17 0.17 0.25 0.25 1 Ø3/8" @ 0.25 1 Ø3/8" @ 0.25 (3 Øs) (3 Øs) 1 Ø3/8" @ 0.475 (5 Øs) Ø5/8" @ 0.19 (11 Øs) (5 Øs) 1 Ø1/2" @ 0.125 1 Ø1/2" @ 0.125 (5 Øs) Ø5/8" @ 0.17 0.125 0.125 0.25 0.25 0.25 0.25 1 Ø3/8" @ 0.25 0.50 0.15 Ø5/8" Ø5/8" 0.50 Ø1/2" Ø1/2" 0.15 0.45 Ø3/8" 0.15 Ø3/8" TRASLAPE EN LOSA TRASLAPE EN VEREDA 0.45 Ø3/8" Ø3/8" 0.15 ENCOFRADO Y ESPECIFICACIONES CONCRETO: ACERO GRADO 60 RECUBRIMIENTO REDIO MINIMO DE DOBLEZ: 3 cm Fy=4200 Kg/cm2 f'c=210 Kg/cm2 Ø5/8" = 10 cm Ø1/2" = 8 cm Ø3/8" = 6 cm Ø1" = 16 cm AREQUIPA Dpto. : P-4 Revisado: VIGA PRINCIPAL, DIAFRAGMA CORTE Y DETALLES PUENTE CARROZABLE "SACATA" MUNICIPALIDAD DISTRITAL DE CALLALLI CONDOROMA CAYLLOMA CALLALLI Prov. : Distrito : Sector : Ubicacion: Lamina: Proyecto: Escala: Fecha: Propietario: Lamina: 0.20 0.80 0.20 0.80 0.30 0.60 0.30 0.60 2.00 0.60 0.60 ESC. 1/25 \LSECCION TRANSVERSAL VIGA PRINCIPAL 5.00 3.60 DESAGUE LLUVIAS @ 500m Ø 3" PVC 0.20 COTA= 4633.20 m.s.n.m. PRINCIPAL VIGA TUBO Ø 2" BARANDA 0.10 0.60 0.20 VIGA DIAFRAGMA LOSA COTA= 4634.20 m.s.n.m. f`c=210Kg/cm2 0.20 f`c=210Kg/cm2 0.20 0.80 0.60 0.20 POSTE 0.10 0.80 COTA= 4634.40 m.s.n.m. 4633.00 \LVIGA DIAFRAGMA 2.00 5.00 3.60 0.60 DESAGUE LLUVIAS @ 500m 0.20 0.60 0.20 Ø 3" PVC 0.10 0.60 LOSA COTA= 4634.20 m.s.n.m. 0.60 ESC. 1/25 0.60 0.10 3.20 f`c=210Kg/cm2 8Ø5/8" 4Ø5/8" 6Ø5/8" 6Ø5/8" 8Ø5/8" 0.20 0.20 0.20 0.60 0.80 8Ø5/8" 6Ø5/8" 6Ø5/8" 4Ø5/8" 8Ø5/8" \LCORTE D-D ESC. 1/25 D D f`c=140Kg/cm2 +30% P.G. .20 0.80 1.00 ESC. 1/25 \LDETALLE DE VIGA PRINCIPAL f`c=140Kg/cm2 +30% P.G. VIGA DIAFRAGMA 1.00 .20 0.80 0.05 2.00 1.80 1.20 2.00 0.05 1.80 1.20 4.80 Ø3/8" @ 0.20 Ø5/8" @ 0.20 Ø1/2" @ 0.20 Ø1/2" @ 0.30 Ø1/2" @ 0.60 Ø1/2" @ 0.30 Ø1/2" @ 0.20 Ø5/8" @ 0.20 APOYO DE NEOPRENO Duresa grado 60 0.125 0.20 4.625 0.20 4.625 0.20 4.625 0.20 0.125 0.05 14.90 0.05 0.70 0.80 A A B B A 2Ø1/2" B 2Ø1/2" C 2Ø1/2" D 2Ø1/2" E 2Ø1/2" F 6Ø1" G 12Ø1" f`c=210Kg/cm2 C C Ø1" (BAJA DOWELLS) 1.00m 4 DOWELLS x VIGA Ø1" 0.80 0.70 0.60 0.30 0.30 2.95 1.15 7.20 0.50 0.30 0.60 0.30 1.15 2.95 7.20 Ø1/2" (A) Ø1/2" (B, C, D y E) Ø1" (F y G) 9.00 0.20 0.80 0.05 0.60 0.30 0.05 1.00 0.05 0.50 0.05 0.09 0.09 0.09 0.60 0.09 0.09 0.09 0.09 10Ø1/2" f`c=210Kg/cm2 18Ø1" Ø5/8" @ 0.20 \LCORTE A-A ESC. 1/25 \LCORTE B-B ESC. 1/25 Ø1/2" @ 0.30 18Ø1" 10Ø1/2" 0.05 0.20 1.00 0.80 0.30 0.09 0.09 0.09 0.09 0.60 0.60 0.09 0.09 0.09 0.05 0.50 0.05 0.05 f`c=210Kg/cm2 \LCORTE C-C Ø1/2" @ 0.60 ESC. 1/25 0.05 0.60 0.30 0.05 0.80 1.00 0.20 f`c=210Kg/cm2 0.05 0.50 0.05 0.09 0.09 0.09 0.60 0.09 0.09 0.09 0.09 18Ø1" 10Ø1/2" CUADRO DE EMPALMES 3/8" Ø REFUERZO INFERIOR SUPERIOR REFUERZO 1/2" 5/8" 3/4" 1" 1.15 0.60 0.50 0.40 0.40 1.30 0.75 0.60 0.50 0.45 AREQUIPA Dpto. : P-1 Revisado: PLANTA Y SECCION PUENTE CARROZABLE "SACATA" MUNICIPALIDAD DISTRITAL DE CALLALLI CONDOROMA CAYLLOMA CALLALLI Prov. : Distrito : Sector : Ubicacion: Lamina: Proyecto: Escala: Fecha: Propietario: Lamina: 1/500 4628.07 COTA TERRENO 100.00 4628.41 80.00 4628.78 60.00 4629.14 40.00 4629.53 20.00 4630.09 00.00 4630.15 00.00 4630.59 20.00 4631.06 40.00 4631.21 60.00 4631.39 80.00 4631.68 100.00 DISTANCIA 4620 4630 4640 \LSECCION A-A (Cauce de rio) ESCALA : HORIZONTAL Y VERTICAL 1/500 PUENTE 5.00 S = 0.018 LECHO DE RIO PROYECCION CIMENTACION LECHO DE RIO S = 0.0075 COTA DE FONDO 4630.25 COTA DE LOSA 4634.20 BM - 4 Cota=4631.46 m.s.n.m. BM - 3 C-1 C-2 Losa Puente cota=4634.20 C-3 BM - 2 Cota=4632.53 m.s.n.m. BM - 1 Cota=4632.50 m.s.n.m. FLUJO 4631 4632 4633 4632 4633 4628 4627 4627 4628 4629 4630 4631 4632 4633 4634 4635 4635 4634 4629 4630 \LPLANO DE PLANTA ESC: 1/500 A N.M. A

Language	Spanish
Drawing Type	Plan
Category	Roads, Bridges and Dams
Additional Screenshots
File Type	dwg
Materials	Concrete, Other
Measurement Units	Imperial
Footprint Area
Building Features
Tags	autocad, automobile, bridge, complete, details, DWG, PERU, plan, plans, structural