Cerco Perimetric DWG Block for AutoCAD

INSTALLATION OF FENCE PERIMETRIC 198.30 ML with a height of 3.00 ML; Bloquetas WIPES WITH CONCRETE AND CLOTH WITH CIRCULAR studs with concrete columns reinforced with steel.

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

n.m., ing. rfp., dist :, prov.:, plane :, location :, drawing :, date :, designer :, scale :, project :, indicated, architecture – general plant, jmf, revised by: general elevations, brick wall , circular parapet, mooring beam, running foundation, detail of columns, types of concrete, anchor in beam, running foundation, road to tingo, street gregorio espinoza, property of third parties, flooring, granular base, bolt, hinges, detail of entrance door, foundations and details perimeter fence

Raw text data extracted from CAD file:

3,12 3,12 3,12 3,12 3,12 3,12 3,12 3,12 3,12 3,12 3,12 3,12 3,12 3,12 3,12 3,12 0.25 0.25 0.25 0.25 0.53 0.25 0.25 0.25 0.53 0.25 0.25 0.25 0.53 0.25 0.25 0.25 0.47 55.54 3.12 3.12 3.12 3.12 3.03 3.03 3.03 3.12 3.12 4.50 0.25 0.25 0.25 0.25 0.53 0.25 0.25 0.53 0.25 0.25 13.73 6.58 16.70 14.57 3.27 0.53 0.25 0.25 2,85 2,93 3,12 3,12 3,12 3,12 3,12 3,12 0,25 3,12 3,12 3,12 3,12 3,12 3,12 3,12 3,12 3,12 3,12 3,12 3,12 3,12 2,86 0.23 0.53 0.53 0.53 0.53 0.25 0.25 0.53 0.25 0.25 0.32 0.25 0.25 0.25 0.53 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 3.27 3.27 3.16 3.18 69.30 3.09 55.54 3.16 3.18 69.30 3.09 14.57 16.70 5.00 6.58 13.73 \A1;95°21’42” \A1;71°25’41” \A1;167°0’5″ \A1;166°12’1″ \A1;173°12’15” \A1;61°13’57” \A1;173°46’48” \A1;174°53’34” \A1;177°32’51” \A1;179°21’6″ 3.03 0.25 5.00 0.25 3,39 3,37 3,25 3,37 3,37 3,25 3,25 3,37 0,36 3.12 0.25 3.12 3.41 3,37 3,36 3.40 0.53 3.24 3.37 3.37 3.25 0.53 3.16 3.27 3.16 0.53 3.25 3.37 3.37 0,40 3.37 3.25 0.53 3.25 3.37 3.37 3.25 0.53 0.53 3.45 0.30 2.89 3.18 3.24 0.53 3.24 3.37 3.24 0.53 3.24 3.37 3.37 3.24 3.37 0.53 3.24 3.37 3.37 3.24 0.53 3.24 3.37 3.37 0.30 0.55 0.25 3.12 0.25 3.12 0.53 3.12 0.25 3.12 0.25 3.12 0.25 3.12 0.53 3.12 0.25 3.12 0.25 3.12 0.25 3.12 0.53 3.12 0.25 3.12 0.25 3.12 0.25 3.12 0.47 3.12 0.36 3.27 0.25 3.27 0.25 3.27 0.53 3.12 0.25 3.12 0.25 3.12 0.25 3.12 0.53 3.03 3.28 0.25 0.25 3.02 0.25 3.03 0.53 3.12 0.25 3.12 0.25 3.12 0.25 3.12 0.25 4.50 0.32 3.16 0.25 2.93 0.25 3.12 0.53 3.12 0.25 3.12 0.25 3.12 0.53 3.12 0.25 3.12 0.25 3.12 0.25 3.12 0.53 3.12 0.25 3.12 0.25 3.12 0.25 3.12 0.25 3.12 0.25 3.12 0.25 3.12 0.53 3.12 0.25 3.12 0.25 3.12 0.25 3.12 0.53 0.40 N.M. 3,12 3,12 3,12 3,12 3,12 3,12 3,12 3,12 3,12 3,12 3,12 3,12 3,12 3,12 3,12 0.25 0.25 0.25 0.53 0.25 0.25 0.25 0.53 0.25 0.25 0.25 0.53 0.25 0.25 0.25 0.47 3.03 0.25 0.25 0.25 0.25 0.25 0.53 0.25 0.25 13.73 6.58 16.70 0.53 0.25 0.36 0.23 0.53 0.53 0.53 0.53 0.25 0.25 0.32 3.16 3.18 3.09 5.00 3,12 0.25 55.54 3.12 3.12 3.12 3.12 3.03 3.03 3.12 3.12 4.50 0.53 0.25 14.57 3.27 0.25 2,85 2,93 3,12 3,12 3,12 3,12 3,12 3,12 3,12 3,12 3,12 3,12 3,12 3,12 3,12 3,12 3,12 3,12 3,12 3,12 3,12 0.25 0.25 0.53 0.25 0.25 0.25 0.53 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 3.27 3.27 69.30 3.03 0.25 0.25 3.12 0.25 3.12 ING. RFP. DIST: PROV.: PLANO: UBICACION: DIBUJO: A-01 FECHA: PROYECTISTA: ESCALA: PLANO: PROYECTO: INDICADA SET. 2015 ARQUITECTURA – PLANTA GENERAL JMF REVISADO POR: NOTA: 1. TODAS LAS MEDIDAS Y NIVELES DEL TERRENO DEBERAN SER NECESARIAMENTE VERIFICADOS EN OBRA. 2. EL NTN ±0.00 PERTENECE A LA COTA 2923.18 DEL LEVANTAMIENTO TOPOGRAFICO 3 A-02 1 A-02 2 A-02 REFERENCIAS: 1. VER DETALLES DE NIVELES Y ACABADOS EN LAMINA A-02 2. VER DETALLES DE COLUMNAS EN LAMINA E-01 3. VER DETALLES DE CERCO Y ACABADOS EN LAMINA A-02 ING. RFP. DIST: PROV.: PLANO: UBICACION: DIBUJO: A-02 FECHA: PROYECTISTA: ESCALA: PLANO: PROYECTO: 1: 150 SET 2015 ELEVACIONES GENERALES JMF REVISADO POR: NOTA: 1. TODAS LAS MEDIDAS Y NIVELES DEL TERRENO DEBERAN SER NECESARIAMENTE VERIFICADOS EN OBRA. 2. EL NTN ±0.00 PERTENECE A LA COTA 2923.18 DEL LEVANTAMIENTO TOPOGRAFICO REFERENCIAS: 1. VER DETALLES DE CERCO Y ACABADOS EN LAMINA A-02 2. VER DETALLES DE COLUMNAS EN LAMINA E-01 3. VER DETALLES DE CERCO Y ACABADOS EN LAMINA A-02 \A1;0.10 3.70 3.28 4.75 3.52 0.25 3.25 0.25 0.53 2.79 3.24 0.53 3.25 3.39 3.23 \A1;0.25 \A1;2.85 0.25 2,58 \A1;3.1200 \A1;0.29 2.59 0.50 3.70 3.70 4.04 3.12 0.25 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.50 \A1;0.50 \A1;0.60 \A1;0.50 \A1;1.03 \A1;0.60 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.60 \A1;0.70 \A1;0.25 \A1;0.50 \A1;0.10 \A1;0.70 \A1;3.70 \A1;0.70 \A1;3.36 \A1;4.31 \A1;0.25 \A1;0.10 \A1;0.10 \A1;4.50 \A1;0.60 \A1;0.50 \A1;1.70 \A1;2.80 \A1;0.10 \A1;0.10 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 JUNTA 1″ 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 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 JUNTA 1″ JUNTA 1″ JUNTA 1″ JUNTA 1″ JUNTA 1″ JUNTA 1″ JUNTA 1″ JUNTA 1″ JUNTA 1″ JUNTA 1″ 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 P1 P2 P3 P4 P5 P6 P7 P8 P9 P10 5 5 5 5 NC. -9.54 NTN +0.00 m NTN -8.84 m NC. -8.90 NC. -8.33 NC. -7.72 NC. -7.16 NC. -6.60 NC. -6.04 NC. -5.59 NC. -5.03 NC. -4.69 NC. -4.15 NC. -3.56 NC. -3.00 NC. -2.38 NC. -1.85 NC. -1.33 NC. -0.77 3.394882125968707 3.371233704785936 5 3.371233654278058 3.371233750453939 3.246232380524816 5 3.371233618003771 5 C2 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C2 C2 C2 C2 C2 C2 C2 P1 P2 P1 5 5 5 C3 C2 3.408593245380871 C2 C2 3.371233598387334 3.358498109689208 C2 \A1;179°21’6″ \A1;177°32’51” \A1;174°53’34” \A1;173°46’48” \A1;61°13’57” \A1;95°21’42” NC. -0.78 NC. -0.89 NC. -0.89 NC. -0.89 NC. -1.17 NC. -1.17 NC. -1.17 NC. -1.37 NC. -1.63 NC. -1.91 NC. -1.91 NC. -1.91 NC. -2.23 NC. -2.23 NC. -3.24 P10 P9 P8 P7 P6 5 3.397916035572052 0.5253846822261039 3.244999282201206 3.370015317773777 3.369984682226004 3.245030635547664 0.525369364452672 3.154999999999745 5 5 3.274627693396269 3.155002906672962 0.525369364452672 3.245000008937041 3.370000008847001 3.370000008847001 5 5 0.3986468834805237 3.371233986098559 3.246232197040172 0.5254013224184746 3.246233684150866 3.371233684194976 3.371233508901241 3.246232290847729 0.5254009779469015 0.5254013971230052 3.452842681328093 0.3049433479545769 P6 C2 \A1;61°13’57” \A1;173°12’15” \A1;166°12’1″ \A1;167°0’5″ \A1;71°25’41” C2 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 2.890753150378259 3.181420290294227 3.244999991122768 0.5254009779469015 3.244999030930558 3.370000000000346 3.244999991121858 0.5254009779469015 3.244999030931467 3.369999999999436 3.370000090856138 5 5 3.244999030929648 3.370000000000346 5 5 0.5254009779469015 3.244999030931012 3.369999999999436 3.369999999999436 3.244999991122768 0.5254009779469015 3.244999030929648 3.369999999999891 3.369999999999891 5 5 5 0.3049433479545769 NC. -3.24 NC. -3.49 NC. -4.13 NC. -4.43 NC. -4.73 NC. -4.73 NC. -5.02 NC. -5.29 NC. -5.56 NC. -5.60 NC. -5.90 NC. -6.50 NC. -6.82 NC. -6.82 NC. -7.18 NC. -7.18 NC. -7.50 NC. -7.50 NC. -7.66 NC. -7.96 NC. -8.27 NC. -8.59 NC. -8.96 NC. -9.54 P5 P4 P3 P2 \A1;71°25’41” MURO DE LADRILLO VER DETALLE 3 PARANTES CIRCULARES VER DETALLE 2 VIGA DE AMARRE NTN. -8.84 NTN. -0.00 NTN. 0.00 NTN. -2.46 NTN. -2.46 NTN. -8.84 MURO DE LADRILLO VER DETALLE 3 PARANTES CIRCULARES VER DETALLE 2 VIGA DE AMARRE VER DETALLE 1 PARANTES CIRCULARES VER DETALLE 2 VIGA DE AMARRE NC. -0.77 P2 P1 \A1;95°21’42” \A1;71°25’41” MURO DE LADRILLO VER DETALLE 3 PARANTES CIRCULARES VER DETALLE 2 VIGA DE AMARRE NTN. -8.84 NTN. -0.00 NC. -9.54 0.5472939697028778 0.2500001677926775 3.12123354341611 0.2500001613698259 3.121233813018534 5 5 0.5254011831025309 3.121233525260777 0.2500001588900886 3.121233525305342 0.2500001588896339 3.121233381762977 0.2500001271387191 3.121232430163673 0.5254007449557321 3.121233457379276 0.2500001368916855 3.121233498969559 0.2500001553089533 3.121233583625781 0.2500001668277037 3.12123251984076 0.5254012809050437 3.121233576700433 0.2500001690432327 3.121233467043112 0.2500001500520739 3.121233449779083 0.2500001495168362 3.121232519878959 0.4745311168758235 3.121235074277138 CIMIENTO CORRIDO CIMIENTO CORRIDO CIMIENTO CORRIDO JUNTA 1″ JUNTA 1″ JUNTA 1″ JUNTA 1″ NV. -5.18 NV. -4.59 NV. -4.02 NV. -3.41 NV. -2.85 NV. -2.29 NV. -1.73 NV. -1.28 NV. -0.86 NV. -0.38 NV. 0.16 NV. 0.75 NV. 1.34 NV. 1.93 NV. 2.46 NV. +2.98 NV. +3.01 \A1;95°21’42” \A1;71°25’41” MURO DE LADRILLO VER DETALLE 3 PARANTES CIRCULARES VER DETALLE 2 VIGA DE AMARRE JUNTA 1″ JUNTA 1″ JUNTA 1″ JUNTA 1″ NV. -5.18 NV. -4.59 NV. -4.02 NV. -3.41 NV. -2.85 NV. -2.29 NV. -1.73 NV. -1.28 NV. -0.86 NV. -0.38 NV. 0.16 NV. 0.75 NV. 1.34 NV. 1.93 NV. 2.46 NV. +2.98 NV. +3.00 JUNTA 1″ JUNTA 1″ JUNTA 1″ JUNTA 1″ JUNTA 1″ JUNTA 1″ JUNTA 1″ JUNTA 1″ NV. +3.00 NV. 2.72 NV. +2.26 NV. +1.98 NV. +1.66 JUNTA 1″ NV. +0.18 NV. -0.12 NV. -0.42 NV. -0.72 NV. -0.99 NV. -1.26 NV. -1.60 NV. -2.20 NV. -2.52 NV. -2.88 NV. -3.20 NV. -3.37 NV. -3.67 NV. -3.97 NV. -4.29 NV. -4.66 NV. -5.18 NV. +1.66 MURO DE LADRILLO VER DETALLE 3 P1 \A1;95°21’42” \A1;61°13’57” \A1;173°46’48” \A1;174°53’34” \A1;177°32’51” \A1;179°21’6″ NC. -3.24 P10 P9 P8 P7 P6 NTN. 0.00 NTN. -2.46 MURO DE LADRILLO VER DETALLE 3 PARANTES CIRCULARES VER DETALLE 2 VIGA DE AMARRE VER DETALLE 1 JUNTA 1″ JUNTA 1″ NV. +3.00 NV. 2.72 NV. +2.26 NV. +1.98 NV. +1.66 JUNTA 1″ NV. +1.66 CIMIENTO CORRIDO CIMIENTO CORRIDO CIMIENTO CORRIDO CIMIENTO CORRIDO CIMIENTO CORRIDO NC. -0.77 0.359888131506068 3.272897934141838 0.2500013992325876 3.272873782762872 0.2500012232403606 3.272899999998117 0.5254000000004453 3.119998776760895 0.2500012232389963 3.119998776761349 0.2500012232385416 3.119998776761349 0.2500012232389963 3.120000000000346 0.5253999999995358 3.029998776760749 3.282259137232813 0.2500012232399058 0.2521246751198305 3.024626469869418 0.2500012235273061 3.0300000000002 0.5253722711245246 3.120000008937495 0.25 3.119999999999436 0.250000008846655 3.1200000000008 0.2500000088471097 3.119999999998981 0.2500000088475645 4.497875324879715 P6 \A1;71°25’41” \A1;167°0’5″ \A1;166°12’1″ \A1;173°12’15” \A1;61°13’57” NC. -3.24 NC. -9.54 P5 P4 P3 P2 NTN. -2.46 NTN. -8.84 PARANTES CIRCULARES VER DETALLE 2 VIGA DE AMARRE JUNTA 1″ JUNTA 1″ JUNTA 1″ JUNTA 1″ JUNTA 1″ JUNTA 1″ NV. +1.66 NV. +0.18 NV. -0.12 NV. -0.42 NV. -0.72 NV. -0.99 NV. -1.26 NV. -1.60 NV. -2.20 NV. -2.52 NV. -2.88 NV. -3.20 NV. -3.37 NV. -3.67 NV. -3.97 NV. -4.29 NV. -4.66 NV. -5.18 MURO DE LADRILLO VER DETALLE 3 CIMIENTO CORRIDO CIMIENTO CORRIDO CIMIENTO CORRIDO CIMIENTO CORRIDO CIMIENTO CORRIDO CIMIENTO CORRIDO 0.3176440156021272 3.164399121380484 0.2500007957582966 2.931419520344662 0.2499998322273314 3.120000167793478 0.5253993393716883 3.120000579398493 0.2499999134361133 3.120000085230458 0.249999914770342 3.120000091268139 0.5253994508125288 3.120000457920014 0.25 3.120000090856138 0.2499999091428435 3.120000090856593 0.2499999999995453 3.120000036004967 0.5253994152203632 3.120000457917286 0.2499999999995453 3.120000090857047 0.249999909143753 3.120000172158598 0.2499998278408384 3.120000569637341 0.25 3.120000077118675 0.2499999228816705 3.120000077118675 0.249999922880761 3.12000011311693 0.5253993940477812 3.120000492833697 0.25 3.120000086562868 0.2499999134374775 3.120000086562868 0.249999913436568 3.120000181951127 0.5253999887518148 5 5 ELEVACION 01: DETALLE DE NIVELES COLUMNA – C1 \A1;0.20 0.25 2 @ 0.05; 6 @ 0.10; d 1/4″ : 4 d 1/2″ 5 5 5 DETALLE DE COLUMNAS Escala: 1/25 Rto. @ 0.20 ambos lados F’C=210 KG/CM2 C:H – 1:10+30% P.G. SOLADO C:H – 1:12 TIPOS DE CONCRETO DOBLAN 0.30 HORIZ. ANCLAN EN VIGA C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 COLUMNA – C3 5 5 5 5 DOBLAN 0.30 HORIZ. ANCLAN EN VIGA 5 5 \A1;0.20 0.25 2 @ 0.05; 6 @ 0.10; d 1/4″ : 4 d 1/2″ Rto. @ 0.20 ambos lados CIMIENTO CORRIDO. 1:10 (C:H) + 30% P.G. 5 COLUMNA – C2 \A1;0.20 0.25 2 @ 0.05; 6 @ 0.10; d 1/4″ : 4 d 1/2″ 5 Rto. @ 0.20 ambos lados 5 DOBLAN 0.30 HORIZ. ANCLAN EN VIGA 5 5 CIMIENTO CORRIDO. 1:10 (C:H) + 30% P.G. 5 \A1;VARIABLE \A1;VARIABLE 1 1 CORTE 1 2 2 CIMIENTO CORRIDO. 1:10 (C:H) + 30% P.G. 5 CIMIENTO CORRIDO. 1:10 (C:H) + 30% P.G. 5 5 5 CIMIENTO CORRIDO. 1:10 (C:H) + 30% P.G. 5 5 5 CIMIENTO CORRIDO. 1:10 (C:H) + 30% P.G. 5 3 3 0.3986460311007249 CORTE 2 CORTE 3 ELEVACION 01: VISTA CARRETERA AL TINGO ELEVACION 02: DETALLE DE NIVELES ELEVACION 02: VISTA PROPIEDAD DE TERCEROS ELEVACION 03: DETALLE DE NIVELES ELEVACION 03: VISTA CALLE GREGORIO ESPINOZA 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 JUNTA 1″ 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 5 5 5 5 5 5 5 5 5 5 5 5 5 5 JUNTA 1″ JUNTA 1″ JUNTA 1″ JUNTA 1″ JUNTA 1″ JUNTA 1″ JUNTA 1″ JUNTA 1″ JUNTA 1″ JUNTA 1″ 5 5 5 5 5 5 P1 P2 P3 P4 P5 P6 P7 P8 P9 P10 5 5 5 5 NTN +0.00 m NTN -8.84 m 5 5 5 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 AREA DE TERRENO = 1744.23 m2 PERIMETRO DEL TERRENO =196.86m. CARRETERA AL TINGO CALLE GREGORIO ESPINOZA PROPIEDAD DE TERCEROS JUNTA 1″ C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 AREA DE TERRENO = 1744.23 m2 PERIMETRO DEL TERRENO =196.86m. CARRETERA AL TINGO CALLE GREGORIO ESPINOZA PROPIEDAD DE TERCEROS 1 1 1 1 1 1 2 2 2 5 5 5 \A1;0.20 0.25 @ 0.25 d 1/4″ : VIGA 4 d 3/8″ \A1;0.20 0.25 @ 0.25 d 1/4″ : VIGA 4 d 3/8″ \A1;0.20 0.25 @ 0.25 d 1/4″ : VIGA 4 d 3/8″ \A1;0.20 VIGA 4 d 1/2″ d 1/4″ : 2 @ 0.05; 5 @ 0.10; Rto. @ 0.15 \A1;0.20 \A1;0.20 VIGA 4 d 1/2″ d 1/4″ : 2 @ 0.05; 5 @ 0.10; Rto. @ 0.15 \A1;0.20 \A1;0.20 VIGA 4 d 1/2″ d 1/4″ : 2 @ 0.05; 5 @ 0.10; Rto. @ 0.15 \A1;0.20 5 C2 C2 C2 C2 5 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 5 5 5 SOLADO BASE GRANULAR SOLADO BASE GRANULAR SOLADO BASE GRANULAR 5 5 BASE GRANULAR Cerrojo Cerrojo Cerrojo \A1;PLANCHA DE ACERO \S1#16;” TUBO DE FG DE 3″ \A1;FIERRO LISO DE \S5#8; BISAGRAS Cerrojo Cerrojo Cerrojo Cerrojo Cerrojo Cerrojo DETALLE DE PUERTA DE INGRESO Escala: 1/25 5 5 5 5 5 5 5 CIMIENTO CORRIDO. 1:10 (C:H) + 30% P.G. CIMIENTO CORRIDO. 1:10 (C:H) + 30% P.G. CIMIENTO CORRIDO. 1:10 (C:H) + 30% P.G. ING. RFP. DIST: PROV.: PLANO: UBICACION: DIBUJO: E-01 FECHA: PROYECTISTA: ESCALA: PLANO: PROYECTO: INDICADA SET 2015 CIMENTACIONES Y DETALLES CERCO PERIMETRICO JMF REVISADO POR: DETALLE DE COLUMNAS Escala: 1/25