Pedestrian Bridge DWG Block for AutoCAD

Pedestrian Bridge DWG Block for AutoCAD

Pedestrian Bridge in Lima Peru consists of access ramps and stairs to the bridge. Bridge is over a two-way via with three lanes each one

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

hob consultants sa, national provias, ministry, transport, and communications, peru, description, date, reviews, approval :, revision :, specialist :, study head :, ingº abel red q., process and plot :, date :, definitive study for the rehabilitation and improvement of the highway: chongoyape-cochabamba-cajamarca, ingº, j. thin, n.m., future extension of bridge, tube, end of bridge, staircase, left, ramp, right, pte. main, section i, section ii, elevated ramp, section e-e, section d-d, mixed railing, parking, sidewalk, north pan-American, av. alfredo mendiola, project boundary, f. valdez, j. and. salazar, commercial area, south beam, north beam, buildings, green area, section aa, track, whereabouts, auxiliary lane, berm, auxiliary track, area, green, current property limit, cc section, canopla, lid, railing module typical, end railing module, bent tube, typical terminal, canopla, column hh, column i- i, column gg, ff section, coated brick partition, compacted material slab, cantilever beam, exit mega plaza, entry to mega square, section bb, pillar ei, area with compacted material, for public service, free area, section gg, section hh, section ii, section i’-i ‘, section h’-h’, section g’-g ‘ , false shoe, concrete cyclopean, panel, railing with, screen, protection, final finish, metal railing, left ramp, right ramp, perimeter wall, projected, future expansion, left stair

Raw text data extracted from CAD file:

HOB CONSULTORES S.A. Provias Nacional Ministerio de Transportes y Comunicaciones PERÚ DESCRIPCIÓN FECHA Nº R E V I S I O N E S Aprobación: Revisión: Especialista: Jefe Estudio: Ingº ABEL ROJAS Q. TELEFONO: (511) 715-8111 / FAX: (511) 718-8324 CALLE AGUADA BLANCA N° 102 - LIMA 33 - PERU Email: hob@hobperu.com Proceso y Ploteo: FECHA: ESCALA FORMATO A1: 017-09- CONTRATO N° 017-2009-MTC/20 ESTUDIO DEFINITIVO PARA LA REHABILITACIÓN Y MEJORAMIENTO DE LA CARRETERA: CHONGOYAPE-COCHABAMBA-CAJAMARCA TRAMO: COCHABAMBA - CHOTA (L=36.00km) ESCALA FORMATO A3: Ingº Ingº E2 A B C d e PP-01 J. DELGADO A A A \A1;44.40 \A1;36.40 \A1;2.40 \A1;2.40 \A1;9.15 \A1;9.15 \A1;2.55 \A1;5.10 \A1;2.40 \A1;0.30 \A1;2.40 \A1;25.65 \A1;10.00 \A1;10.00 \A1;5.00 \A1;10.00 \A1;10.00 \A1;10.00 \A1;10.00 \A1;10.00 \A1;29.05 \A1;39.75 \A1;10.00 \A1;10.00 \A1;11.00 \A1;10.00 \A1;10.00 \A1;10.00 \A1;25.51 \A1;0.30 \A1;3.50 \A1;0.70 \A1;1.00 \A1;5.00 \A1;0.30 \A1;0.70 \A1;0.30 \A1;0.70 \A1;4.00 \A1;0.25 \A1;4.50 \A1;0.25 \A1;0.25 \A1;0.25 N.M. 1.83 3.30 3.60 3.30 3.30 3.30 3.30 3.30 3.30 3.30 3.30 1.91 3.26 3.00 \A1;3.50 NIVEL DE CIMENTACION \A1;1.00 FALSA ZAPATA \A1;4.00 NIVEL CIMENTACION \A1;1.00 \A1;0.55 FALSA ZAPATA \A1;7.69 \A1;9.87 \A1;9.71 \A1;0.35 \A1;2.75 \A1;1.50 \A1;3.00 \A1;0.65 \A1;0.32 \A1;0.54 \A1;6.06 \A1;2.70 \A1;3.00 \A1;2.70 \A1;1.20 \A1;0.15 \A1;0.50 \A1;1.485 \A1;1.65 \A1;0.25 \A1;4.95 \A1;0.30 \A1;5.50 \A1;0.15 \A1;0.45 \A1;2.55 \A1;0.15 \A1;0.35 \A1;3.135 \A1;16.00 \A1;15.00 \A1;11.80 \A1;9.60 \A1;R0.20 \A1;0.07 \A1;1.30 \A1;0.40 \A1;1.30 \A1;1.30 \A1;0.40 \A1;1.30 \A1;1.30 \A1;0.40 \A1;1.30 \A1;1.30 \A1;0.40 \A1;1.30 \A1;1.30 \A1;0.40 \A1;1.30 \A1;1.30 \A1;0.40 \A1;1.30 \A1;1.00 \A1;2.55 \A1;9.15 \A1;2.40 \A1;9.15 \A1;2.55 \A1;3.00 \A1;5.82 \A1;1.00 \A1;0.30 \A1;1.00 \A1;4.30 \A1;6.86 \A1;1.00 \A1;4.30 \A1;0.30 \A1;0.30 \A1;0.15 \A1;2.63 \A1;2.63 \A1;2.63 \A1;1.16 \A1;0.15 \A1;0.25 \A1;1.00 \A1;1.75 \A1;0.25 \A1;0.15 \A1;0.85 \A1;1.00 \A1;0.15 \A1;0.30 \A1;1.00 \A1;6.39 \A1;25.80 \A1;4.05 \A1;4.20 \A1;0.40 \A1;11.545 \A1;8.275 \A1;3.00 \A1;4.08 \A1;12.49 \A1;0.30 \A1;0.70 \A1;1.00 \A1;7.00 \A1;8.00 \A1;3.00 \A1;1.00 \A1;7.00 \A1;8.00 \A1;3.00 \A1;1.00 \A1;7.00 \A1;8.00 \A1;3.00 \A1;1.00 \A1;7.00 \A1;8.00 \A1;5.275 \A1;5.275 \A1;7.86 \A1;2.40 \A1;1.00 \A1;2.40 \A1;25.80 \A1;3.00 \A1;4.30 \A1;0.75 \A1;0.75 \A1;0.75 \A1;1.00 \A1;1.00 \A1;7.00 \A1;8.00 \A1;1.00 \A1;6.00 \A1;7.00 \A1;1.00 \A1;6.00 \A1;7.00 \A1;69.20 \A1;0.40 \A1;7.875 \A1;0.40 \A1;7.875 \A1;0.40 \A1;12.09 \A1;0.40 \A1;12.10 \A1;0.40 \A1;14.34 \A1;0.40 \A1;1.00 \A1;3.03 \A1;1.95 \A1;4.80 \A1;0.45 \A1;3.03 \A1;1.20 \A1;0.40 \A1;3.00 \A1;3.50 NIVEL DE CIMENTACION \A1;6.06 \A1;3.37 \A1;0.50 \A1;7.00 \A1;1.00 FALSA ZAPATA \A1;0.30 \A1;0.18 \A1;9.53 \A1;12.01 \A1;0.30 \A1;2.63 \A1;0.15 \A1;0.58 \A1;0.30 \A1;0.30 \A1;2.40 \A1;2.40 \A1;5.10 \A1;2.55 \A1;2.40 \A1;1.75 \A1;5.10 \A1;2.50 \A1;2.70 \A1;2.40 \A1;0.30 \A1;5.10 \A1;2.40 \A1;0.30 \A1;2.40 \A1;4.00 \A1;2.40 \A1;4.00 \A1;2.50 \A1;4.30 \A1;4.00 \A1;0.30 \A1;2.40 \A1;0.30 \A1;6.70 \A1;6.70 \A1;6.70 \A1;6.39 \A1;0.30 \A1;0.30 \A1;0.30 \A1;2.63 \A1;1.90 \A1;7.12 \A1;0.30 \A1;0.30 \A1;0.30 \A1;2.63 \A1;2.63 \A1;7.86 \A1;0.15 \A1;0.10 \A1;1.75 \A1;2.93 \A1;0.25 \A1;0.25 \A1;2.15 FALSA ZAPATA \A1;2.15 FALSA ZAPATA \A1;2.15 FALSA ZAPATA \A1;7.12 \A1;7.86 \A1;0.75 \A1;0.75 \A1;0.25 \A1;0.30 \A1;0.30 \A1;1.75 \A1;2.63 \A1;2.63 \A1;0.15 \A1;7.86 \A1;0.10 \A1;2.93 \A1;0.30 \A1;0.30 \A1;1.75 \A1;2.63 \A1;1.90 \A1;0.15 \A1;7.12 \A1;0.10 \A1;1.46 \A1;0.30 \A1;0.30 \A1;1.75 \A1;2.63 \A1;1.16 \A1;0.15 \A1;6.39 \A1;0.10 \A1;0.55 FALSA ZAPATA \A1;0.55 FALSA ZAPATA \A1;2.55 \A1;9.15 \A1;2.40 \A1;9.15 \A1;2.55 \A1;3.00 \A1;5.82 \A1;1.00 \A1;0.30 \A1;1.00 \A1;4.30 \A1;6.86 \A1;1.00 \A1;4.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.15 \A1;2.63 \A1;2.63 \A1;2.63 \A1;1.16 \A1;0.15 \A1;0.25 \A1;1.00 \A1;1.75 \A1;0.25 \A1;0.15 \A1;0.85 \A1;1.00 \A1;0.15 \A1;0.30 \A1;6.39 \A1;25.80 \A1;7.12 \A1;7.86 \A1;0.75 \A1;0.75 \A1;0.25 \A1;0.10 \A1;30° \A1;TRAMO I 44.40 \A1;0.30 \A1;3.50 \A1;0.70 \A1;1.00 \A1;5.00 \A1;0.30 \A1;0.70 \A1;0.30 \A1;0.70 \A1;4.00 \A1;10.44 \A1;4.35 NIVEL CIMENTACION \A1;13.65 \A1;11.90 \A1;9.89 \A1;2.93 \A1;4.40 \A1;12.00 \A1;12.00 \A1;1.20 \A1;1.20 \A1;5.00 \A1;4.95 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.10 \A1;0.10 \A1;1.05 \A1;0.05 \A1;30° \A1;0.20 \A1;0.05 \A1;0.05 \A1;3.00 \A1;1.30 \A1;0.40 \A1;1.30 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;0.75 \A1;2.15 FALSA ZAPATA \A1;0.10 \A1;0.75 \A1;1.00 \A1;2.15 FALSA ZAPATA \A1;9.49 \A1;0.30 \A1;5.56 \A1;0.15 \A1;0.85 \A1;0.85 \A1;0.15 \A1;8.15 \A1;2.40 \A1;8.15 \A1;.15 \A1;4.30 \A1;1.00 \A1;9.50 \A1;3.00 \A1;9.50 \A1;3.00 \A1;11.74 \A1;3.00 \A1;12.50 \A1;12.50 \A1;14.74 \A1;0.40 \A1;12.10 \A1;TRAMO I=29.05 \A1;TRAMO II=39.75 \A1;8.40 \A1;2.50 \A1;5.25 \A1;0.15 \A1;1.05 \A1;1.00 \A1;0.15 \A1;2.50 \A1;0.35 \A1;0.25 \A1;0.30 \A1;2.50 \A1;2.50 \A1;2.50 \A1;2.50 \A1;2.63 \A1;1.16 \A1;0.15 \A1;0.10 \A1;1.00 \A1;0.25 \A1;0.25 \A1;0.15 \A1;0.15 \A1;0.10 \A1;1.75 \A1;1.00 \A1;0.30 \A1;1.16 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.30 \A1;2.63 \A1;0.30 \A1;2.63 \A1;0.25 \A1;0.25 \A1;6.82 \A1;0.30 \A1;0.30 \A1;2.63 \A1;0.15 \A1;0.58 \A1;6.39 \A1;0.30 \A1;2.93 \A1;0.15 \A1;1.31 \A1;0.00 \A1;0.25 \A1;0.75 \A1;2.15 FALSA ZAPATA \A1;0.10 \A1;0.75 \A1;1.00 \A1;2.15 FALSA ZAPATA \A1;1.00 \A1;.60(Parapeto) \A1;0.20 \A1;0.10 \A1;0.90 \A1;0.10 \A1;0.10 \A1;0.25 \A1;0.20 \A1;0.25 \A1;2.50 \A1;TRAMO II 36.40 \A1;0.25 \A1;4.50 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.20 \A1;3.50 NIVEL DE CIMENTACION \A1;1.00 FALSA ZAPATA \A1;4.00 NIVEL CIMENTACION \A1;1.00 \A1;0.55 FALSA ZAPATA \A1;7.69 \A1;9.87 \A1;9.71 \A1;0.35 \A1;2.75 \A1;1.50 \A1;3.00 \A1;0.65 \A1;0.32 \A1;0.54 \A1;6.06 \A1;2.70 \A1;3.00 \A1;2.70 \A1;1.20 \A1;0.15 \A1;0.50 \A1;1.485 \A1;1.65 \A1;0.25 \A1;4.95 \A1;0.30 \A1;5.50 \A1;0.15 \A1;0.45 \A1;2.55 \A1;0.15 \A1;0.35 \A1;3.135 \A1;16.00 \A1;15.00 \A1;11.80 \A1;9.60 \A1;R0.20 \A1;0.07 \A1;1.30 \A1;0.40 \A1;1.30 \A1;1.30 \A1;0.40 \A1;1.30 \A1;1.30 \A1;0.40 \A1;1.30 \A1;1.30 \A1;0.40 \A1;1.30 \A1;1.30 \A1;0.40 \A1;1.30 \A1;1.30 \A1;0.40 \A1;1.30 \A1;1.00 \A1;2.55 \A1;9.15 \A1;2.40 \A1;9.15 \A1;2.55 \A1;3.00 \A1;5.82 \A1;1.00 \A1;0.30 \A1;1.00 \A1;4.30 \A1;6.86 \A1;1.00 \A1;4.30 \A1;0.30 \A1;0.30 \A1;0.15 \A1;2.63 \A1;2.63 \A1;2.63 \A1;1.16 \A1;0.15 \A1;0.25 \A1;1.00 \A1;1.75 \A1;0.25 \A1;0.15 \A1;0.85 \A1;1.00 \A1;0.15 \A1;0.30 \A1;1.00 \A1;6.39 \A1;25.80 \A1;4.05 \A1;4.20 \A1;0.40 \A1;7.35 \A1;12.20 \A1;3.00 \A1;4.08 \A1;12.49 \A1;0.30 \A1;0.70 \A1;1.00 \A1;7.00 \A1;8.00 \A1;3.00 \A1;1.00 \A1;7.00 \A1;8.00 \A1;3.00 \A1;1.00 \A1;7.00 \A1;8.00 \A1;3.00 \A1;1.00 \A1;7.00 \A1;8.00 \A1;4.35 \A1;9.20 \A1;7.86 \A1;2.40 \A1;1.00 \A1;2.40 \A1;25.80 \A1;3.00 \A1;4.30 \A1;0.75 \A1;0.75 \A1;0.75 \A1;1.00 \A1;1.00 \A1;7.00 \A1;8.00 \A1;1.00 \A1;6.00 \A1;7.00 \A1;1.00 \A1;6.00 \A1;7.00 \A1;72.20 \A1;0.40 \A1;6.95 \A1;0.40 \A1;11.80 \A1;0.40 \A1;12.09 \A1;0.40 \A1;12.10 \A1;0.40 \A1;14.34 \A1;0.40 \A1;1.00 \A1;3.03 \A1;1.95 \A1;4.80 \A1;0.45 \A1;3.03 \A1;1.20 \A1;0.40 \A1;3.00 \A1;3.50 NIVEL DE CIMENTACION \A1;6.06 \A1;3.37 \A1;0.50 \A1;7.00 \A1;1.00 FALSA ZAPATA \A1;0.30 \A1;0.18 \A1;9.53 \A1;12.01 \A1;0.30 \A1;2.63 \A1;0.15 \A1;0.58 \A1;0.30 \A1;0.30 \A1;2.40 \A1;2.40 \A1;5.10 \A1;2.55 \A1;2.40 \A1;1.75 \A1;5.10 \A1;2.50 \A1;2.70 \A1;2.40 \A1;0.30 \A1;5.10 \A1;2.40 \A1;0.30 \A1;2.40 \A1;4.00 \A1;2.40 \A1;4.00 \A1;2.50 \A1;4.30 \A1;4.00 \A1;0.30 \A1;2.40 \A1;0.30 \A1;6.70 \A1;6.70 \A1;6.70 \A1;6.39 \A1;0.30 \A1;0.30 \A1;0.30 \A1;2.63 \A1;1.90 \A1;7.12 \A1;0.30 \A1;0.30 \A1;0.30 \A1;2.63 \A1;2.63 \A1;7.86 \A1;0.15 \A1;0.10 \A1;1.75 \A1;2.93 \A1;0.25 \A1;0.25 \A1;2.15 FALSA ZAPATA \A1;2.15 FALSA ZAPATA \A1;2.15 FALSA ZAPATA \A1;7.12 \A1;7.86 \A1;0.75 \A1;0.75 \A1;0.25 \A1;0.30 \A1;0.30 \A1;1.75 \A1;2.63 \A1;2.63 \A1;0.15 \A1;7.86 \A1;0.10 \A1;2.93 \A1;0.30 \A1;0.30 \A1;1.75 \A1;2.63 \A1;1.90 \A1;0.15 \A1;7.12 \A1;0.10 \A1;1.46 \A1;0.30 \A1;0.30 \A1;1.75 \A1;2.63 \A1;1.16 \A1;0.15 \A1;6.39 \A1;0.10 \A1;0.55 FALSA ZAPATA \A1;0.55 FALSA ZAPATA \A1;2.55 \A1;9.15 \A1;2.40 \A1;9.15 \A1;2.55 \A1;3.00 \A1;5.82 \A1;1.00 \A1;0.30 \A1;1.00 \A1;4.30 \A1;6.86 \A1;1.00 \A1;4.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.15 \A1;2.63 \A1;2.63 \A1;2.63 \A1;1.16 \A1;0.15 \A1;0.25 \A1;1.00 \A1;1.75 \A1;0.25 \A1;0.15 \A1;0.85 \A1;1.00 \A1;0.15 \A1;0.30 \A1;6.39 \A1;25.80 \A1;7.12 \A1;7.86 \A1;0.75 \A1;0.75 \A1;0.25 \A1;0.10 \A1;30° \A1;TRAMO I 44.40 \A1;0.30 \A1;3.50 \A1;0.70 \A1;1.00 \A1;5.00 \A1;0.30 \A1;0.70 \A1;0.30 \A1;0.70 \A1;4.00 \A1;10.44 \A1;4.35 NIVEL CIMENTACION \A1;13.65 \A1;11.90 \A1;9.89 \A1;2.93 \A1;4.40 \A1;12.00 \A1;12.00 \A1;1.20 \A1;1.20 \A1;5.00 \A1;4.95 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.10 \A1;0.10 \A1;1.05 \A1;0.05 \A1;30° \A1;0.20 \A1;0.05 \A1;0.05 \A1;3.00 \A1;1.30 \A1;0.40 \A1;1.30 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;0.75 \A1;2.15 FALSA ZAPATA \A1;0.10 \A1;0.75 \A1;1.00 \A1;2.15 FALSA ZAPATA \A1;9.49 \A1;0.30 \A1;5.56 \A1;0.15 \A1;0.85 \A1;0.85 \A1;0.15 \A1;8.15 \A1;2.40 \A1;8.15 \A1;.15 \A1;4.30 \A1;1.00 \A1;9.50 \A1;3.00 \A1;9.50 \A1;3.00 \A1;11.74 \A1;3.00 \A1;12.50 \A1;12.50 \A1;14.74 \A1;0.40 \A1;12.10 \A1;TRAMO I=32.05 \A1;TRAMO II=39.75 \A1;8.40 \A1;2.50 \A1;5.25 \A1;0.15 \A1;1.05 \A1;1.00 \A1;0.15 \A1;2.50 \A1;0.35 \A1;0.25 \A1;0.30 \A1;2.50 \A1;2.50 \A1;2.50 \A1;2.50 \A1;2.63 \A1;1.16 \A1;0.15 \A1;0.10 \A1;1.00 \A1;0.25 \A1;0.25 \A1;0.15 \A1;0.15 \A1;0.10 \A1;1.75 \A1;1.00 \A1;0.30 \A1;1.16 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.30 \A1;2.63 \A1;0.30 \A1;2.63 \A1;0.25 \A1;0.25 \A1;6.82 \A1;0.30 \A1;0.30 \A1;2.63 \A1;0.15 \A1;0.58 \A1;6.39 \A1;0.30 \A1;2.93 \A1;0.15 \A1;1.31 \A1;0.00 \A1;0.25 \A1;0.75 \A1;2.15 FALSA ZAPATA \A1;0.10 \A1;0.75 \A1;1.00 \A1;2.15 FALSA ZAPATA \A1;1.00 \A1;.60(Parapeto) \A1;0.20 \A1;0.10 \A1;0.90 \A1;0.10 \A1;0.10 \A1;0.25 \A1;0.20 \A1;0.25 \A1;2.50 \A1;TRAMO II 36.40 \A1;0.25 \A1;4.50 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.20 \A1;3.50 NIVEL DE CIMENTACION \A1;1.00 FALSA ZAPATA \A1;4.00 NIVEL CIMENTACION \A1;1.00 \A1;0.55 FALSA ZAPATA \A1;7.69 \A1;9.87 \A1;9.71 \A1;0.35 \A1;2.75 \A1;1.50 \A1;3.00 \A1;0.65 \A1;0.32 \A1;0.54 \A1;6.06 \A1;2.70 \A1;3.00 \A1;2.70 \A1;1.20 \A1;0.15 \A1;0.50 \A1;1.485 \A1;1.65 \A1;0.25 \A1;4.95 \A1;0.30 \A1;5.50 \A1;0.15 \A1;0.45 \A1;2.55 \A1;0.15 \A1;1.30 \A1;0.40 \A1;1.30 \A1;1.30 \A1;0.40 \A1;1.30 \A1;1.30 \A1;0.40 \A1;1.30 \A1;1.30 \A1;0.40 \A1;1.30 \A1;1.30 \A1;0.40 \A1;1.30 \A1;1.30 \A1;0.40 \A1;1.30 \A1;1.00 \A1;2.55 \A1;9.15 \A1;2.40 \A1;9.15 \A1;2.55 \A1;3.00 \A1;5.82 \A1;1.00 \A1;0.30 \A1;1.00 \A1;4.30 \A1;6.86 \A1;1.00 \A1;4.30 \A1;0.30 \A1;0.30 \A1;0.15 \A1;2.63 \A1;2.63 \A1;2.63 \A1;1.16 \A1;0.15 \A1;0.25 \A1;1.00 \A1;1.75 \A1;0.25 \A1;0.15 \A1;0.85 \A1;1.00 \A1;0.15 \A1;0.30 \A1;1.00 \A1;6.39 \A1;25.80 \A1;2.40 \A1;4.00 \A1;2.40 \A1;4.00 \A1;2.50 \A1;4.30 \A1;4.00 \A1;0.30 \A1;2.40 \A1;0.30 \A1;6.70 \A1;6.70 \A1;6.70 \A1;6.39 \A1;0.30 \A1;0.30 \A1;0.30 \A1;2.63 \A1;1.90 \A1;7.12 \A1;0.30 \A1;0.30 \A1;0.30 \A1;2.63 \A1;2.63 \A1;7.86 \A1;0.15 \A1;0.10 \A1;1.75 \A1;2.93 \A1;0.25 \A1;0.25 \A1;2.15 FALSA ZAPATA \A1;2.15 FALSA ZAPATA \A1;2.15 FALSA ZAPATA \A1;7.12 \A1;7.86 \A1;0.75 \A1;0.75 \A1;0.25 \A1;0.30 \A1;0.30 \A1;1.75 \A1;2.63 \A1;2.63 \A1;0.15 \A1;7.86 \A1;0.10 \A1;2.93 \A1;0.30 \A1;0.30 \A1;1.75 \A1;2.63 \A1;1.90 \A1;0.15 \A1;7.12 \A1;0.10 \A1;1.46 \A1;0.30 \A1;0.30 \A1;1.75 \A1;2.63 \A1;1.16 \A1;0.15 \A1;6.39 \A1;0.10 \A1;0.55 FALSA ZAPATA \A1;0.55 FALSA ZAPATA \A1;0.30 \A1;2.63 \A1;0.15 \A1;0.58 \A1;0.30 \A1;0.30 \A1;2.40 \A1;2.40 \A1;5.10 \A1;2.55 \A1;2.40 \A1;1.75 \A1;5.10 \A1;2.50 \A1;2.70 \A1;2.40 \A1;0.30 \A1;5.10 \A1;2.40 \A1;0.30 \A1;0.35 \A1;3.135 \A1;16.00 \A1;15.00 \A1;11.80 \A1;9.60 \A1;R0.20 \A1;0.07 \A1;2.55 \A1;9.15 \A1;2.40 \A1;9.15 \A1;2.55 \A1;3.00 \A1;5.82 \A1;1.00 \A1;0.30 \A1;1.00 \A1;4.30 \A1;6.86 \A1;1.00 \A1;4.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.15 \A1;2.63 \A1;2.63 \A1;2.63 \A1;1.16 \A1;0.15 \A1;0.25 \A1;1.00 \A1;1.75 \A1;0.25 \A1;0.15 \A1;0.85 \A1;1.00 \A1;0.15 \A1;0.30 \A1;6.39 \A1;25.80 \A1;7.12 \A1;7.86 \A1;0.75 \A1;0.75 \A1;0.25 \A1;4.05 \A1;4.20 \A1;0.40 \A1;7.35 \A1;12.20 \A1;3.00 \A1;4.08 \A1;12.49 \A1;0.30 \A1;0.70 \A1;1.00 \A1;7.00 \A1;8.00 \A1;3.00 \A1;1.00 \A1;7.00 \A1;8.00 \A1;3.00 \A1;1.00 \A1;7.00 \A1;8.00 \A1;3.00 \A1;1.00 \A1;7.00 \A1;8.00 \A1;4.35 \A1;9.20 \A1;7.86 \A1;2.40 \A1;1.00 \A1;2.40 \A1;25.80 \A1;3.00 \A1;4.30 \A1;0.75 \A1;0.75 \A1;0.75 \A1;1.00 \A1;1.00 \A1;7.00 \A1;8.00 \A1;1.00 \A1;6.00 \A1;7.00 \A1;1.00 \A1;6.00 \A1;7.00 \A1;72.20 \A1;0.40 \A1;6.95 \A1;0.40 \A1;11.80 \A1;0.40 \A1;12.09 \A1;0.40 \A1;12.10 \A1;0.40 \A1;14.34 \A1;0.40 \A1;1.00 \A1;3.03 \A1;1.95 \A1;4.80 \A1;0.45 \A1;3.03 \A1;1.20 \A1;0.40 \A1;3.00 \A1;3.50 NIVEL DE CIMENTACION \A1;6.06 \A1;3.37 \A1;0.50 \A1;7.00 \A1;1.00 FALSA ZAPATA \A1;0.30 \A1;0.18 \A1;9.53 \A1;12.01 \A1;0.10 \A1;30° \A1;TRAMO I 44.40 \A1;0.30 \A1;3.50 \A1;0.70 \A1;1.00 \A1;5.00 \A1;0.30 \A1;0.70 \A1;0.30 \A1;0.70 \A1;4.00 \A1;10.44 \A1;4.35 NIVEL CIMENTACION \A1;13.65 \A1;11.90 \A1;9.89 \A1;2.93 \A1;30° \A1;0.20 \A1;0.05 \A1;0.05 \A1;3.00 \A1;1.30 \A1;0.40 \A1;1.30 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;0.75 \A1;2.15 FALSA ZAPATA \A1;0.10 \A1;0.75 \A1;1.00 \A1;2.15 FALSA ZAPATA \A1;2.50 \A1;2.50 \A1;2.63 \A1;1.16 \A1;0.15 \A1;0.10 \A1;1.00 \A1;0.25 \A1;0.25 \A1;0.15 \A1;0.15 \A1;0.10 \A1;1.75 \A1;1.00 \A1;0.30 \A1;1.16 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.30 \A1;2.63 \A1;0.30 \A1;2.63 \A1;0.25 \A1;0.25 \A1;6.82 \A1;0.30 \A1;0.30 \A1;2.63 \A1;0.15 \A1;0.58 \A1;6.39 \A1;0.30 \A1;2.93 \A1;0.15 \A1;1.31 \A1;0.00 \A1;0.25 \A1;2.50 \A1;2.50 \A1;4.40 \A1;12.00 \A1;12.00 \A1;1.20 \A1;1.20 \A1;5.00 \A1;4.95 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.10 \A1;0.10 \A1;1.05 \A1;0.05 \A1;0.75 \A1;2.15 FALSA ZAPATA \A1;0.10 \A1;0.75 \A1;1.00 \A1;2.15 FALSA ZAPATA \A1;1.00 \A1;9.49 \A1;0.30 \A1;5.56 \A1;0.15 \A1;0.85 \A1;0.85 \A1;0.15 \A1;8.15 \A1;2.40 \A1;8.15 \A1;.15 \A1;4.30 \A1;1.00 \A1;9.50 \A1;3.00 \A1;9.50 \A1;3.00 \A1;11.74 \A1;3.00 \A1;12.50 \A1;12.50 \A1;14.74 \A1;0.40 \A1;12.10 \A1;TRAMO I=32.05 \A1;TRAMO II=39.75 \A1;8.40 \A1;2.50 \A1;5.25 \A1;0.15 \A1;1.05 \A1;1.00 \A1;0.15 \A1;2.50 \A1;0.35 \A1;0.25 \A1;0.30 \A1;.60(Parapeto) \A1;0.20 \A1;0.10 \A1;0.90 \A1;0.10 \A1;0.10 \A1;0.25 \A1;0.20 \A1;0.25 \A1;2.50 \A1;TRAMO II 36.40 \A1;0.25 \A1;4.50 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.20 S=8% S=8% S=8% S=8% S=8% S=8% S=8% S=8% 0.00 64.929 + - +4.392 69.321 +1.464 66.393 +3.660 68.589 +0.732 65.661 +2.928 67.857 64.929 +5.124 70.053 +2.196 67.125 +6.060 70.989 +3.030 67.959 0.00 + - 0.00 67.083 + - +3.292 68.919 +1.096 66.723 +4.024 69.651 +1.828 67.455 +4.756 70.383 +2.560 68.187 +5.488 71.115 +6.220 71.847 +1.650 68.733 +3.300 70.383 +4.756 70.383 (+7.460 L.I.) 72.389 (+6.762 L.D.) S=5.83% S=5.83% S=4.59% 65.627 0.00 + - KM. 0+302.40 5 FUTURA AMPLIACIÓN DE PUENTE TUBO DE DRENAJE d2" TUBO DE 5 5 5 5 5 5 5 5 5 I G H F F 25.65 G H I 1 3 4 5 6 8 11 A B C F I J K L M N O P Q E A A D D B B C C E E I' I' H' H' G' G' 1 5 5 5 5 5 5 5 5 R 2 9 10 D FIN DE PUENTE S ESCALERA IZQUIERDA G H RAMPA IZQUIERDA DERECHA RAMPA DERECHA ESCALERA 5 5 PTE. PRINCIPAL TRAMO I PTE. PRINCIPAL TRAMO II D D D D D D DRENAJE d2" D D D D E E E E E E E E E E 29.05 39.75 RAMPA ELEVADA TRAMO I RAMPA ELEVADA TRAMO II 5 5 5 5 5 5 TUBO DE DRENAJE d2" TUBO DE DRENAJE d2" TUBO DE DRENAJE d2" TUBO DE DRENAJE d2" TUBO DE DRENAJE d2" TUBO DE DRENAJE d2" SECCION E-E ESCALA : 1/50 5 5 5 5 ESCALA : 1/50 SECCION D-D 5 5 5 BARANDA MIXTA 5 5 BARANDA MIXTA 5 5 5 BARANDA MIXTA BARANDA MIXTA TUBO DRENAJE d2" 5 5 5 TUBO DRENAJE d2" ESTACIONAMIENTO ACERA 0+320 0+300 0+280 0+260 0+240 0+220 0+200 0+320 0+300 0+280 0+260 0+240 0+220 0+200 PI-3-SN PI-4-SN 5 5 5 5 5 5 5 5 5 5 5 PANAMERICANA NORTE Av. ALFREDO MENDIOLA Av. ALFREDO MENDIOLA PANAMERICANA NORTE 5 5 5 LIMITE DEL PROYECTO LIMITE DEL PROYECTO F. VALDEZ J. E. SALAZAR Av. ALFREDO MENDIOLA ZONA COMERCIAL (talleres, bancos, restaurantes, etc) ACERA ACERA ACERA VIGA SUR VIGA NORTE EDIFICACIONES AREA VERDE 64.779 65.477 66.533 66.409 64.779 64.929 65.627 S=5.83% 64.929 65.477 S=5.83% 5 71.847 72.389 72.389 SECCION A-A ESC. 1/150 ACERA ESTACIONAMIENTO PISTA ACERA PARADERO PISTA PISTA CARRIL AUXILIAR PISTA BERMA AREA VERDE PISTA AUXILIAR PISTA ACERA AREA VERDE 70.989 +6.060 (+7.460 L.I.) (+6.762 L.D.) +6.220 <> NIVEL DE CIMENTACION <> FALSA ZAPATA 4.00 NIVEL CIMENTACION 5 4.35 NIVEL CIMENTACION 0.55 FALSA ZAPATA 5 5 5 5 5 5 5 5 5 5 5 ACTUAL LIMITE DE PROPIEDAD 5 5 5 5 0.000 67.083 - + 65.627 00.000 - + 64.929 5 5 5 5 5 5 5 5 +1.650 68.733 5 5 5 5 5 5 5 5 S=4.59% 5 5 SECCION C-C ESC. 1/75 ACERA 00.000 - + 5 5 5 5 5 5 5 tubo FE,estandar/S,d2 1/2" canopla tubo FE,estandar/S,d1 1/2" canopla tubo FE,estandar/S,d1 1/2" c/ colocacion oblicua tubo FE,estandar/S,d1 1/2" 5 tubo FE,estandar/S,d2" tubo FE,estandar/S,d1 1/2" tubo FE,estandar/S,d1 1/2" tubo FE,estandar/S,d1 1/2" 5 Tapa tubo FE,estandar/S,d2 1/2" canopla tubo FE,estandar/S,d1 1/2" canopla tubo FE,estandar/S,d1 1/2" tubo FE,estandar/S,d1 1/2" 5 tubo FE,estandar/S,d2" tubo FE,estandar/S,d1 1/2" tubo FE,estandar/S,d1 1/2" tubo FE,estandar/S,d1 1/2" MODULO DE BARANDA TIPICO tubo FE,estandar/S,d2" tubo FE,estandar/S,d2" tubo FE,estandar/S,d2 1/2" canopla tubo FE,estandar/S,d1 1/2" canopla tubo FE,estandar/S,d1 1/2" tubo FE,estandar/S,d1 1/2" tubo FE,estandar/S,d1 1/2" tubo FE,estandar/S,d1 1/2" tubo FE,estandar/S,d1 1/2" tubo FE,estandar/S,d2" MODULO DE BARANDA TERMINAL Tapa canopla tubo FE,estandar/S,d2" Tapa 5 5 tubo FE,estandar/S,d2 1/2" canopla tubo FE,estandar/S,d1 1/2" canopla tubo FE,estandar/S,d1 1/2" tubo FE,estandar/S,d1 1/2" tubo FE,estandar/S,d1 1/2" tubo FE,estandar/S,d1 1/2" tubo FE,estandar/S,d1 1/2" tubo FE,estandar/S,d2" canopla tubo FE,estandar/S,d2" Tapa 5 5 Tubo doblado TERMINAL TIPICO tubo FE,estandar/S,d2" OCHAVO TIPICO 2cm PLATINA FE-3/16"x3"x3" 2 ANCLAJE FE 3/8"@5cm 5 5 5 tubo FE,estandar/S,d2 1/2" Tubo FE,estandar/S,d2" 5 5 5 Canopla 3 3 3 5 BARANDA MIXTA BRUÑA 2cmx2cm 5 5 5 ESC. 1/20 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 1 3 4 5 6 7 8 11 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 COLUMNA H-H COLUMNA I- I COLUMNA G-G 5 5 5 5 5 SECCION F-F ESC. 1/50 5 5 5 2.15 FALSA ZAPATA 5 5 5 5 64.929 67.857 +2.928 00.000 - + ACERA 64.929 00.000 + ACERA 66.393 +1.464 69.321 +4.392 65.661 +0.732 68.589 +3.660 70.053 +5.124 S=8% TABIQUERIA DE LADRILLO REVESTIDA (DETRAS, SE ENCUENTRA UN RELLENO COMPACTADO) LOSA SOBRE MATERIAL COMPACTADO VIGA EN VOLADIZO LOSA 2 2.15 FALSA ZAPATA A B C 5 5 5 5 5 5 5 5 5 5 5 5 ACERA ACERA ACERA SALIDA DE MEGA PLAZA 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PILAR P2 71.847 +6.220 71.115 +5.488 69.651 +4.024 68.187 +2.560 66.732 +0.732 70.383 +4.756 67.464 +1.464 68.919 +3.292 S=8% S=8% 5 5 5 5 5 5 5 5 5 5 5 5 5 .15 5 5 5 5 5 5 5 5 5 PILAR P2 PILAR P2 PILAR P2 PILAR P2 PILAR P2 PILAR P3 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 K L M N O P Q 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 F I J TRAMO I=29.05 TRAMO II=39.75 ACERA ACERA INGRESO A MEGA PLAZA ACERA SECCION B-B ESC. 1/150 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 <> NIVEL DE CIMENTACION 5 5 5 5 5 <> FALSA ZAPATA 64.929 00.000 - + 70.989 +6.060 ACERA 67.959 +3.030 64.929 00.000 - + 5 5 5 5 5 5 PILAR EI 71.374 +5.124 68.446 +2.196 66.250 69.910 66.982 +/- 0.000 +3.660 + 0.732 70.642 +4.392 66.250 +/- 0.000 67.714 +1.464 70.642 +4.392 67.714 +1.464 ZONA CON MATERIAL COMPACTADO PARA SERVICIO PUBLICO AREA LIBRE 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 SECCION G-G ESC. 1/50 SECCION H-H ESC. 1/50 SECCION I-I ESC. 1/50 71.374 +5.124 68.446 +2.196 66.250 69.910 66.982 +/- 0.000 +3.660 + 0.732 70.642 +4.392 66.250 +/- 0.000 67.714 +1.464 70.642 +4.392 67.714 +1.464 ZONA CON MATERIAL COMPACTADO PARA SERVICIO PUBLICO AREA LIBRE 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 SECCION I'-I' ESC. 1/50 SECCION H'-H' ESC. 1/50 SECCION G'-G' ESC. 1/50 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 2.15 FALSA ZAPATA 2.15 FALSA ZAPATA 2.15 FALSA ZAPATA 5 5 A B C 5 5 5 F I J 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 0.55 FALSA ZAPATA 0.55 FALSA ZAPATA FALSA ZAPATA CONCRETO CICLOPEO f'c=140kg/cm2+30%PG FALSA ZAPATA CONCRETO CICLOPEO f'c=140kg/cm2+30%PG FALSA ZAPATA CONCRETO CICLOPEO f'c=140kg/cm2+30%PG FALSA ZAPATA CONCRETO CICLOPEO f'c=140kg/cm2+30%PG FALSA ZAPATA CONCRETO CICLOPEO f'c=140kg/cm2+30%PG FALSA ZAPATA CONCRETO CICLOPEO f'c=140kg/cm2+30%PG FALSA ZAPATA CONCRETO CICLOPEO f'c=140kg/cm2+30%PG 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 COLUMNA H-H COLUMNA I- I COLUMNA G-G 5 5 5 5 5 ELEVACIÓN 1 ESC. 1/50 5 5 5 2.15 FALSA ZAPATA 5 5 5 5 70.787 +5.860 64.929 67.857 +2.928 00.000 - + ACERA 64.929 00.000 + ACERA 66.393 +1.464 69.321 +4.392 65.661 +0.732 68.589 +3.660 67.125 +2.196 70.053 +5.124 S=8% S=8% S=8% TABIQUERIA DE LADRILLO REVESTIDA (DETRAS, SE ENCUENTRA UN RELLENO COMPACTADO) LOSA SOBRE MATERIAL COMPACTADO VIGA EN VOLADIZO LOSA 3 LOSA 2 LOSA 1 2.15 FALSA ZAPATA A B C 5 5 5 5 5 5 5 5 5 FALSA ZAPATA CONCRETO CICLOPEO f'c=140kg/cm2+30%PG FALSA ZAPATA CONCRETO CICLOPEO f'c=140kg/cm2+30%PG FALSA ZAPATA CONCRETO CICLOPEO f'c=140kg/cm2+30%PG .60(Parapeto) Panel +4.392 +2.928 +/-0.000 +3.660 + 0.732 +1.464 BARANDA CON PANTALLA DE PROTECCION +/-0.000 + 0.732 +1.464 +4.392 +2.928 +3.660 Tubo FE,estandar/S,d2 1/2" Tubo FE,estandar/S,d2" ACABADO FINAL 5 5 5 5 PLATINA FE-1/4"x5"x5" 2 ANCLAJE FE 3/8"@10cm 5 5 Canopla Tubo FE,estandar/S,d1 1/2" Tubo FE,estandar/S,d1 1/2" Tubo FE,estandar/S,d1 1/2" 6 4 5 5 5 5 BARANDA METALICA ESC. 1/12.5 BARANDA METALICA BARANDA METALICA BARANDA METALICA BARANDA METALICA BARANDA METALICA BARANDA METALICA BARANDA METALICA BARANDA METALICA BARANDA METALICA BARANDA METALICA BARANDA METALICA BARANDA METALICA BARANDA METALICA BARANDA METALICA BARANDA METALICA BARANDA METALICA BARANDA METALICA RAMPA IZQUIERDA RAMPA DERECHA MURO PERIMETRAL PROYECTADO MURO PERIMETRAL PROYECTADO MURO PERIMETRAL PROYECTADO MURO PERIMETRAL PROYECTADO 5 FUTURA AMPLIACIÓN TRAMO I 44.40 TRAMO II 36.40 ESCALERA IZQUIERDA E R SECCION E-E ESCALA : 1/50 5 5 5 5 ESCALA : 1/50 SECCION D-D 5 5 5 BARANDA MIXTA 5 5 BARANDA MIXTA 5 5 5 BARANDA MIXTA BARANDA MIXTA TUBO DRENAJE d2" 5 5 5 TUBO DRENAJE d2" D D E E 5 H G S 61.339 62.059 62.059 62.059 61.497 61.497 60.629 62.092 62.092 62.092 62.092 63.092 63.092 63.627 EDIFICACIONES AREA VERDE 64.779 65.477 66.533 66.409 64.779 64.929 65.627 S=5.83% 64.929 65.477 S=5.83% 5 71.847 72.389 72.389 SECCION A-A ESC. 1/150 ACERA ESTACIONAMIENTO PISTA ACERA PARADERO PISTA PISTA CARRIL AUXILIAR PISTA BERMA AREA VERDE PISTA AUXILIAR PISTA ACERA AREA VERDE 70.989 +6.060 (+7.460 L.I.) (+6.762 L.D.) +6.220 <> NIVEL DE CIMENTACION <> FALSA ZAPATA 4.00 NIVEL CIMENTACION 5 4.35 NIVEL CIMENTACION 0.55 FALSA ZAPATA 5 5 5 5 5 5 5 5 5 5 5 ACTUAL LIMITE DE PROPIEDAD 5 5 5 5 0.000 67.083 - + 65.627 00.000 - + 64.929 5 5 5 5 5 5 5 5 +1.650 68.733 5 5 5 5 5 5 5 5 S=4.59% 5 5 SECCION C-C ESC. 1/75 ACERA 00.000 - + 5 5 5 5 5 5 5 tubo FE,estandar/S,d2 1/2" canopla tubo FE,estandar/S,d1 1/2" canopla tubo FE,estandar/S,d1 1/2" c/ colocacion oblicua tubo FE,estandar/S,d1 1/2" 5 tubo FE,estandar/S,d2" tubo FE,estandar/S,d1 1/2" tubo FE,estandar/S,d1 1/2" tubo FE,estandar/S,d1 1/2" 5 Tapa tubo FE,estandar/S,d2 1/2" canopla tubo FE,estandar/S,d1 1/2" canopla tubo FE,estandar/S,d1 1/2" tubo FE,estandar/S,d1 1/2" 5 tubo FE,estandar/S,d2" tubo FE,estandar/S,d1 1/2" tubo FE,estandar/S,d1 1/2" tubo FE,estandar/S,d1 1/2" MODULO DE BARANDA TIPICO tubo FE,estandar/S,d2" tubo FE,estandar/S,d2" tubo FE,estandar/S,d2 1/2" canopla tubo FE,estandar/S,d1 1/2" canopla tubo FE,estandar/S,d1 1/2" tubo FE,estandar/S,d1 1/2" tubo FE,estandar/S,d1 1/2" tubo FE,estandar/S,d1 1/2" tubo FE,estandar/S,d1 1/2" tubo FE,estandar/S,d2" MODULO DE BARANDA TERMINAL Tapa canopla tubo FE,estandar/S,d2" Tapa 5 5 tubo FE,estandar/S,d2 1/2" canopla tubo FE,estandar/S,d1 1/2" canopla tubo FE,estandar/S,d1 1/2" tubo FE,estandar/S,d1 1/2" tubo FE,estandar/S,d1 1/2" tubo FE,estandar/S,d1 1/2" tubo FE,estandar/S,d1 1/2" tubo FE,estandar/S,d2" canopla tubo FE,estandar/S,d2" Tapa 5 5 Tubo doblado TERMINAL TIPICO tubo FE,estandar/S,d2" OCHAVO TIPICO 2cm PLATINA FE-3/16"x3"x3" 2 ANCLAJE FE 3/8"@5cm 5 5 5 tubo FE,estandar/S,d2 1/2" Tubo FE,estandar/S,d2" 5 5 5 Canopla 3 3 3 5 BARANDA MIXTA BRUÑA 2cmx2cm 5 5 5 ESC. 1/20 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 1 3 4 5 6 7 8 11 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 COLUMNA H-H COLUMNA I- I COLUMNA G-G 5 5 5 5 5 SECCION F-F ESC. 1/50 5 5 5 2.15 FALSA ZAPATA 5 5 5 5 64.929 67.857 +2.928 00.000 - + ACERA 64.929 00.000 + ACERA 66.393 +1.464 69.321 +4.392 65.661 +0.732 68.589 +3.660 70.053 +5.124 S=8% TABIQUERIA DE LADRILLO REVESTIDA (DETRAS, SE ENCUENTRA UN RELLENO COMPACTADO) LOSA SOBRE MATERIAL COMPACTADO VIGA EN VOLADIZO LOSA 2 2.15 FALSA ZAPATA A B C 5 5 5 5 5 5 5 5 5 5 5 5 ACERA ACERA ACERA SALIDA DE MEGA PLAZA 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PILAR P2 71.847 +6.220 71.115 +5.488 69.651 +4.024 68.187 +2.560 66.732 +0.732 70.383 +4.756 67.464 +1.464 68.919 +3.292 S=8% S=8% 5 5 5 5 5 5 5 5 5 5 5 5 5 .15 5 5 5 5 5 5 5 5 5 PILAR P2 PILAR P2 PILAR P2 PILAR P2 PILAR P2 PILAR P3 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 K L M N O P Q 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 F I J TRAMO I=32.05 TRAMO II=39.75 ACERA ACERA INGRESO A MEGA PLAZA ACERA SECCION B-B ESC. 1/150 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 <> NIVEL DE CIMENTACION 5 5 5 5 5 <> FALSA ZAPATA 64.929 00.000 - + 70.989 +6.060 ACERA 67.959 +3.030 64.929 00.000 - + 5 5 5 5 5 5 PILAR EI 71.374 +5.124 68.446 +2.196 66.250 69.910 66.982 +/- 0.000 +3.660 + 0.732 70.642 +4.392 66.250 +/- 0.000 67.714 +1.464 70.642 +4.392 67.714 +1.464 ZONA CON MATERIAL COMPACTADO PARA SERVICIO PUBLICO AREA LIBRE 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 SECCION G-G ESC. 1/50 SECCION H-H ESC. 1/50 SECCION I-I ESC. 1/50 71.374 +5.124 68.446 +2.196 66.250 69.910 66.982 +/- 0.000 +3.660 + 0.732 70.642 +4.392 66.250 +/- 0.000 67.714 +1.464 70.642 +4.392 67.714 +1.464 ZONA CON MATERIAL COMPACTADO PARA SERVICIO PUBLICO AREA LIBRE 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 SECCION I'-I' ESC. 1/50 SECCION H'-H' ESC. 1/50 SECCION G'-G' ESC. 1/50 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 2.15 FALSA ZAPATA 2.15 FALSA ZAPATA 2.15 FALSA ZAPATA 5 5 A B C 5 5 5 F I J 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 0.55 FALSA ZAPATA 0.55 FALSA ZAPATA FALSA ZAPATA CONCRETO CICLOPEO f'c=140kg/cm2+30%PG FALSA ZAPATA CONCRETO CICLOPEO f'c=140kg/cm2+30%PG FALSA ZAPATA CONCRETO CICLOPEO f'c=140kg/cm2+30%PG FALSA ZAPATA CONCRETO CICLOPEO f'c=140kg/cm2+30%PG FALSA ZAPATA CONCRETO CICLOPEO f'c=140kg/cm2+30%PG FALSA ZAPATA CONCRETO CICLOPEO f'c=140kg/cm2+30%PG FALSA ZAPATA CONCRETO CICLOPEO f'c=140kg/cm2+30%PG 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 COLUMNA H-H COLUMNA I- I COLUMNA G-G 5 5 5 5 5 ELEVACIÓN 1 ESC. 1/50 5 5 5 2.15 FALSA ZAPATA 5 5 5 5 70.787 +5.860 64.929 67.857 +2.928 00.000 - + ACERA 64.929 00.000 + ACERA 66.393 +1.464 69.321 +4.392 65.661 +0.732 68.589 +3.660 67.125 +2.196 70.053 +5.124 S=8% S=8% S=8% TABIQUERIA DE LADRILLO REVESTIDA (DETRAS, SE ENCUENTRA UN RELLENO COMPACTADO) LOSA SOBRE MATERIAL COMPACTADO VIGA EN VOLADIZO LOSA 3 LOSA 2 LOSA 1 2.15 FALSA ZAPATA A B C 5 5 5 5 5 5 5 5 5 FALSA ZAPATA CONCRETO CICLOPEO f'c=140kg/cm2+30%PG FALSA ZAPATA CONCRETO CICLOPEO f'c=140kg/cm2+30%PG FALSA ZAPATA CONCRETO CICLOPEO f'c=140kg/cm2+30%PG .60(Parapeto) Panel +4.392 +2.928 +/-0.000 +3.660 + 0.732 +1.464 BARANDA CON PANTALLA DE PROTECCION +/-0.000 + 0.732 +1.464 +4.392 +2.928 +3.660 Tubo FE,estandar/S,d2 1/2" Tubo FE,estandar/S,d2" ACABADO FINAL 5 5 5 5 PLATINA FE-1/4"x5"x5" 2 ANCLAJE FE 3/8"@10cm 5 5 Canopla Tubo FE,estandar/S,d1 1/2" Tubo FE,estandar/S,d1 1/2" Tubo FE,estandar/S,d1 1/2" 6 4 5 5 5 5 BARANDA METALICA ESC. 1/12.5 BARANDA METALICA BARANDA METALICA BARANDA METALICA BARANDA METALICA BARANDA METALICA BARANDA METALICA BARANDA METALICA BARANDA METALICA BARANDA METALICA BARANDA METALICA BARANDA METALICA BARANDA METALICA BARANDA METALICA BARANDA METALICA BARANDA METALICA BARANDA METALICA BARANDA METALICA RAMPA IZQUIERDA RAMPA DERECHA MURO PERIMETRAL PROYECTADO MURO PERIMETRAL PROYECTADO MURO PERIMETRAL PROYECTADO MURO PERIMETRAL PROYECTADO 5 FUTURA AMPLIACIÓN TRAMO I 44.40 TRAMO II 36.40 ESCALERA IZQUIERDA E R SECCION E-E ESCALA : 1/50 5 5 5 5 ESCALA : 1/50 SECCION D-D 5 5 5 BARANDA MIXTA 5 5 BARANDA MIXTA 5 5 5 BARANDA MIXTA BARANDA MIXTA TUBO DRENAJE d2" 5 5 5 TUBO DRENAJE d2" D D E E 5 H G S EDIFICACIONES AREA VERDE 64.779 65.477 66.533 66.409 64.779 64.929 65.627 S=5.83% 64.929 65.477 S=5.83% 5 71.847 72.389 72.389 SECCION A-A ESC. 1/150 ACERA ESTACIONAMIENTO PISTA ACERA PARADERO PISTA PISTA CARRIL AUXILIAR PISTA BERMA AREA VERDE PISTA AUXILIAR PISTA ACERA AREA VERDE 70.989 +6.060 (+7.460 L.I.) (+6.762 L.D.) +6.220 <> NIVEL DE CIMENTACION <> FALSA ZAPATA 4.00 NIVEL CIMENTACION 5 4.35 NIVEL CIMENTACION 0.55 FALSA ZAPATA 5 5 5 5 5 5 5 5 5 5 5 ACTUAL LIMITE DE PROPIEDAD 5 5 5 5 0.000 67.083 - + 65.627 00.000 - + 64.929 5 5 5 5 5 5 5 5 +1.650 68.733 5 5 5 5 5 5 5 5 S=4.59% 5 5 SECCION C-C ESC. 1/75 ACERA 00.000 - + 5 5 5 5 5 5 5 tubo FE,estandar/S,d2 1/2" canopla tubo FE,estandar/S,d1 1/2" canopla tubo FE,estandar/S,d1 1/2" c/ colocacion oblicua tubo FE,estandar/S,d1 1/2" 5 tubo FE,estandar/S,d2" tubo FE,estandar/S,d1 1/2" tubo FE,estandar/S,d1 1/2" tubo FE,estandar/S,d1 1/2" 5 Tapa tubo FE,estandar/S,d2 1/2" canopla tubo FE,estandar/S,d1 1/2" canopla tubo FE,estandar/S,d1 1/2" tubo FE,estandar/S,d1 1/2" 5 tubo FE,estandar/S,d2" tubo FE,estandar/S,d1 1/2" tubo FE,estandar/S,d1 1/2" tubo FE,estandar/S,d1 1/2" MODULO DE BARANDA TIPICO tubo FE,estandar/S,d2" tubo FE,estandar/S,d2" tubo FE,estandar/S,d2 1/2" canopla tubo FE,estandar/S,d1 1/2" canopla tubo FE,estandar/S,d1 1/2" tubo FE,estandar/S,d1 1/2" tubo FE,estandar/S,d1 1/2" tubo FE,estandar/S,d1 1/2" tubo FE,estandar/S,d1 1/2" tubo FE,estandar/S,d2" MODULO DE BARANDA TERMINAL Tapa canopla tubo FE,estandar/S,d2" Tapa 5 5 tubo FE,estandar/S,d2 1/2" canopla tubo FE,estandar/S,d1 1/2" canopla tubo FE,estandar/S,d1 1/2" tubo FE,estandar/S,d1 1/2" tubo FE,estandar/S,d1 1/2" tubo FE,estandar/S,d1 1/2" tubo FE,estandar/S,d1 1/2" tubo FE,estandar/S,d2" canopla tubo FE,estandar/S,d2" Tapa 5 5 Tubo doblado TERMINAL TIPICO tubo FE,estandar/S,d2" OCHAVO TIPICO 2cm PLATINA FE-3/16"x3"x3" 2 ANCLAJE FE 3/8"@5cm 5 5 5 tubo FE,estandar/S,d2 1/2" Tubo FE,estandar/S,d2" 5 5 5 Canopla 3 3 3 5 BARANDA MIXTA BRUÑA 2cmx2cm 5 5 5 ESC. 1/20 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 1 3 4 5 6 7 8 11 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 COLUMNA H-H COLUMNA I- I COLUMNA G-G 5 5 5 5 5 SECCION F-F ESC. 1/50 5 5 5 2.15 FALSA ZAPATA 5 5 5 5 64.929 67.857 +2.928 00.000 - + ACERA 64.929 00.000 + ACERA 66.393 +1.464 69.321 +4.392 65.661 +0.732 68.589 +3.660 70.053 +5.124 S=8% TABIQUERIA DE LADRILLO REVESTIDA (DETRAS, SE ENCUENTRA UN RELLENO COMPACTADO) LOSA SOBRE MATERIAL COMPACTADO VIGA EN VOLADIZO LOSA 2 2.15 FALSA ZAPATA A B C 5 5 5 5 5 5 5 5 5 5 5 5 ACERA ACERA ACERA SALIDA DE MEGA PLAZA 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PILAR P2 71.847 +6.220 71.115 +5.488 69.651 +4.024 68.187 +2.560 66.732 +0.732 70.383 +4.756 67.464 +1.464 68.919 +3.292 S=8% S=8% 5 5 5 5 5 5 5 5 5 5 5 5 5 .15 5 5 5 5 5 5 5 5 5 PILAR P2 PILAR P2 PILAR P2 PILAR P2 PILAR P2 PILAR P3 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 K L M N O P Q 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 F I J TRAMO I=32.05 TRAMO II=39.75 ACERA ACERA INGRESO A MEGA PLAZA ACERA SECCION B-B ESC. 1/150 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 <> NIVEL DE CIMENTACION 5 5 5 5 5 <> FALSA ZAPATA 64.929 00.000 - + 70.989 +6.060 ACERA 67.959 +3.030 64.929 00.000 - + 5 5 5 5 5 5 PILAR EI 71.374 +5.124 68.446 +2.196 66.250 69.910 66.982 +/- 0.000 +3.660 + 0.732 70.642 +4.392 66.250 +/- 0.000 67.714 +1.464 70.642 +4.392 67.714 +1.464 ZONA CON MATERIAL COMPACTADO PARA SERVICIO PUBLICO AREA LIBRE 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 SECCION G-G ESC. 1/50 SECCION H-H ESC. 1/50 SECCION I-I ESC. 1/50 71.374 +5.124 68.446 +2.196 66.250 69.910 66.982 +/- 0.000 +3.660 + 0.732 70.642 +4.392 66.250 +/- 0.000 67.714 +1.464 70.642 +4.392 67.714 +1.464 ZONA CON MATERIAL COMPACTADO PARA SERVICIO PUBLICO AREA LIBRE 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 SECCION I'-I' ESC. 1/50 SECCION H'-H' ESC. 1/50 SECCION G'-G' ESC. 1/50 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 2.15 FALSA ZAPATA 2.15 FALSA ZAPATA 2.15 FALSA ZAPATA 5 5 A B C 5 5 5 F I J 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 0.55 FALSA ZAPATA 0.55 FALSA ZAPATA FALSA ZAPATA CONCRETO CICLOPEO f'c=140kg/cm2+30%PG FALSA ZAPATA CONCRETO CICLOPEO f'c=140kg/cm2+30%PG FALSA ZAPATA CONCRETO CICLOPEO f'c=140kg/cm2+30%PG FALSA ZAPATA CONCRETO CICLOPEO f'c=140kg/cm2+30%PG FALSA ZAPATA CONCRETO CICLOPEO f'c=140kg/cm2+30%PG FALSA ZAPATA CONCRETO CICLOPEO f'c=140kg/cm2+30%PG FALSA ZAPATA CONCRETO CICLOPEO f'c=140kg/cm2+30%PG 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 COLUMNA H-H COLUMNA I- I COLUMNA G-G 5 5 5 5 5 ELEVACIÓN 1 ESC. 1/50 5 5 5 2.15 FALSA ZAPATA 5 5 5 5 70.787 +5.860 64.929 67.857 +2.928 00.000 - + ACERA 64.929 00.000 + ACERA 66.393 +1.464 69.321 +4.392 65.661 +0.732 68.589 +3.660 67.125 +2.196 70.053 +5.124 S=8% S=8% S=8% TABIQUERIA DE LADRILLO REVESTIDA (DETRAS, SE ENCUENTRA UN RELLENO COMPACTADO) LOSA SOBRE MATERIAL COMPACTADO VIGA EN VOLADIZO LOSA 3 LOSA 2 LOSA 1 2.15 FALSA ZAPATA A B C 5 5 5 5 5 5 5 5 5 FALSA ZAPATA CONCRETO CICLOPEO f'c=140kg/cm2+30%PG FALSA ZAPATA CONCRETO CICLOPEO f'c=140kg/cm2+30%PG FALSA ZAPATA CONCRETO CICLOPEO f'c=140kg/cm2+30%PG .60(Parapeto) Panel +4.392 +2.928 +/-0.000 +3.660 + 0.732 +1.464 BARANDA CON PANTALLA DE PROTECCION +/-0.000 + 0.732 +1.464 +4.392 +2.928 +3.660 Tubo FE,estandar/S,d2 1/2" Tubo FE,estandar/S,d2" ACABADO FINAL 5 5 5 5 PLATINA FE-1/4"x5"x5" 2 ANCLAJE FE 3/8"@10cm 5 5 Canopla Tubo FE,estandar/S,d1 1/2" Tubo FE,estandar/S,d1 1/2" Tubo FE,estandar/S,d1 1/2" 6 4 5 5 5 5 BARANDA METALICA ESC. 1/12.5 BARANDA METALICA BARANDA METALICA BARANDA METALICA BARANDA METALICA BARANDA METALICA BARANDA METALICA BARANDA METALICA BARANDA METALICA BARANDA METALICA BARANDA METALICA BARANDA METALICA BARANDA METALICA BARANDA METALICA BARANDA METALICA BARANDA METALICA BARANDA METALICA BARANDA METALICA RAMPA IZQUIERDA RAMPA DERECHA MURO PERIMETRAL PROYECTADO MURO PERIMETRAL PROYECTADO MURO PERIMETRAL PROYECTADO MURO PERIMETRAL PROYECTADO 5 FUTURA AMPLIACIÓN TRAMO I 44.40 TRAMO II 36.40 ESCALERA IZQUIERDA E R SECCION E-E ESCALA : 1/50 5 5 5 5 ESCALA : 1/50 SECCION D-D 5 5 5 BARANDA MIXTA 5 5 BARANDA MIXTA 5 5 5 BARANDA MIXTA BARANDA MIXTA TUBO DRENAJE d2" 5 5 5 TUBO DRENAJE d2" D D E E 5 H G S

Language	Spanish
Drawing Type	Block
Category	Roads, Bridges and Dams
Additional Screenshots
File Type	dwg
Materials	Concrete, Other
Measurement Units	Metric
Footprint Area
Building Features	Garden / Park, Parking
Tags	access, autocad, block, bridge, consists, DWG, lima, pedestrian, PERU, ramps, stairs