Sanitary Drainage Fractionation DWG Block for AutoCAD

Sanitary Drainage Fractionation DWG Block for AutoCAD

Sewer fractionation; inclute pipe; location of manholes and general well data.

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

Planning construction, draft:, owner:, content:, address:, owner, Dipco. S.a., sanitary, sewerage, Township tejutla, Municipality of tejutla, manhole, Details, scale:, design:, drawing:, calculation:, date:, Indicated, Dipco s.a., June, architecture, facilities, constructive, topography, Sheet no., Www.dipcosa.com, Tel., zone, review, structural:, Architectural, Ing. structural, Dreamer, Municipality: tejutla, Flat loft, Brocal cap of fofo, View detail of, Chain in brocade, special., cut, Acot. In meters, pipeline, Flattened, variable, Common type well, Red brick wall annealed mortar, Steps with var., Concrete template, Flattened prop., section, Concrete crusher, Concrete cover, Red brick wall annealed cm thick, Concrete fc template, section, plant, tube, Tube with contribution, section, top, curb, Common visit well, profile, profile, N.t.n, profile, profile, N.t.n, profile, N.t.n, the land’s surface:, of construction:, flat:, scale:, Quotas, date:, student:, Educational experience:, Juan daniel parra lopez, Arch xalapa veracruz, scale:, Urban engineering, Profiles with wells construction detail, Location, Southern arch, Street loma de xalapa, Swift street, Spiders, Crane street, Moa, Lobsters, Bulls, Coromoranes street, av. quetzal, Yes no., green, state, municipal, municipal, area, architecture facuilty, Veracruz University, profile, N.t.n, The manhole covers should be identified with the nomenclature of the general network plane. The concrete should have a proportion of the mortar should be made of cement sand of river with proportion the wells of the wells should be used according to specifications a.c.i. Before installation. The steel used will be fy the pipe of fall in wells for collectors until of sera of for greater collectors of sera of, Specifications, ring, both senses, Floor cover section, Spiky brick, entry, departure, Hoops, Esl., Sieze, inside, Spiky brick, Detail of brocal well, Steps with var., Flattened prop., Of pipe, Fractionation of social interest., the land’s surface:, of construction:, flat:, scale:, Quotas, date:, student:, Educational experience:, Juan daniel parra lopez, Arch xalapa veracruz, scale:, Urban engineering, Profiles with wells construction detail, Location, Southern arch, Street loma de xalapa, Swift street, Spiders, Crane street, Moa, Lobsters, Bulls, Coromoranes street, av. quetzal, Yes no., green, state, municipal, municipal, area, architecture facuilty, Veracruz University, Fractionation of social interest., profile, N.t.n, N.p.t.o, green, state, municipal, municipal, area, No name no., area, Municipal donation, Municipal donation, area, State donation, green area, Yes no., av. quetzal, Coromoranes street, Bulls, Lobsters, Moa, Crane street, Spiders, Swift street, Street loma de xalapa, Southern arch, sanitary drainage, scale:, experience, Educational, student:, date:, Quotas, scale:, flat:, building:, surface, of the, ground:, Urban engineering, Juan daniel parra lopez, arc, location, architecture facuilty, Veracruz University, Fractionation of social interest

Raw text data extracted from CAD file:

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S.A. f. f. SANITARIO ALCANTARILLADO MUNICIPIO TEJUTLA MUNICIPALIDAD DE TEJUTLA POZO DE VISITA DETALLES ESCALA: DISEÑO: DIBUJO: CALCULO: FECHA: INDICADA DIPCO S.A. DIPCO S.A. DIPCO S.A. JUNIO 2009 ARQUITECTURA INSTALACIONES CONSTRUCTIVO TOPOGRAFIA HOJA No. www.dipcosa.com Tel. 2465-5647 & 2465-5623 5ave. 3-24 ZONA 9 REVISION REVISION ESTRUCTURAL: ARQUITECTONICA: ING. ESTRUCTURAL f. DESEÑADOR f. Municipio: Tejutla Departamento : San Marcos \A1;0.08 \A1;0.12 \A1;0.12 \A1;0.12 \A1;0.12 \A1;0.12 \A1;0.12 \A1;0.12 \A1;0.12 \A1;0.60 \A1;0.23 \A1;0.15 \A1;0.12 \A1;0.60 \A1;0.12 \A1;0.10 \A1;0.10 \A1;0.12 \A1;0.08 \A1;0.20 \A1;0.26 \A1;0.58 \A1;0.26 \A1;0.60 5 BROCAL Y TAPA DE Fo.Fo. VER DETALLE DE CADENA EN BROCAL ESPECIAL. CORTE B-B S/E ACOT. EN MTS TUBERIA APLANADO 1:3 0.30 0.30 1.20 1.20 0.90 0.10 0.40 VARIABLE POZO DE VISITA TIPO COMUN TABIQUE ROJO RECOCIDO 7X14X28 JUNTEADO MORTERO 1:3 \W1.39189; ESCALONES CON \W1.39189; Var. 5/8" PLANTILLA DE CONCRETO f'c=100kg/cm2 \A1;0.06 \A1;0.07 \A1;0.13 \A1;0.06 \A1;0.05 \A1;0.13 \A1;0.13 \A1;0.13 \A1;0.13 \A1;0.13 \A1;0.13 \A1;0.13 \A1;0.13 \A1;0.13 \A1;0.13 \A1;0.13 \A1;0.13 \A1;0.13 \A1;0.13 \A1;0.13 \A1;0.13 \A1;0.13 \A1;0.13 \A1;0.13 \A1;0.13 \A1;0.13 \A1;0.13 \A1;0.13 \A1;0.13 \A1;0.13 \A1;0.13 \A1;0.13 \A1;0.13 \A1;0.13 \A1;0.13 \A1;0.13 \A1;0.13 \A1;0.13 \A1;0.13 \A1;0.20 \A1;0.02 \A1;0.05 \A1;0.05 \A1;0.01 \A1;0.06 \A1;0.08 \A1;0.13 \A1;0.08 \A1;0.08 \A1;0.07 \A1;0.07 \A1;0.07 \A1;0.06 \A1;0.06 \A1;0.06 \A1;0.08 \A1;0.05 \A1;0.18 \A1;0.17 \A1;0.01 \A1;0.06 \A1;.50 \A1;3.86 \A1;.50 APLANADO PROP. 1:3 0.60 SECCION BROCAL DE CONCRETO TAPA DE CONCRETO MURO DE TABIQUE ROJO RECOCIDO DE 28 CM DE ESPESOR PLANTILLA DE CONCRETO fc 150 kg/m2 SECCION A-A B B PLANTA TUBO TUBO CON APORTACION SECCION A A TAPA BROCAL POZO DE VISITA COMUN N.P.T.O+1293.20 N+1292.5 N+1293 N+1293.66 N+1295 N+1296.5 PERFIL 8-12 N+1298 N+1297 N+1296 PERFIL 8 ELV.N+1293.36 PERFIL 9 ELV.N+1293.09 NP+1293.20 NP+1293 N.T.N N.T.N+1293.09 N.P+1293.15 N.R.H+1290.51 H=2.64 N.T.N+1292.65 N.P+1293.23 N.R.H+1291.39 H=1.84 N.T.N+1293.36 N.P+1293.29 N.R.H+1292.27 H=1.02 NP+1293.20 NP+1293.20 NP+1293.20 NP+1293.20 NP+1293.20 NP+1293.20 NP+1293.20 NP+1293.20 NP+1293.20 NP+1293.20 PERFIL 4-8 PERFIL 4 ELV.N+1297.83 PERFIL 6 ELV.N+1294.92 ELV.N+1296.5 ELV.N+1295 N.P.T.O+1297.60 N.T.N+1297.83 N.P+1297.60 N.R.H+1294.83 H=2.77 N.T.N+1294.92 N.P+1295.30 N.R.H+1293.56 H=1.74 N+1292.5 N+1293 N+1293.66 N+1295 N+1296.5 N+1298 N+1297 N+1296 NP+1295.30 NP+1296.50 PERFIL 11 ELV.N+1293.03 PERFIL 12 ELV.N+1292.88 ELV.N+1293 NP+1293 NP+1293 N.P.T.O+1293.10 N.T.N N.T.N+1292.88 N.P+1293.10 N.R.H+1287.10 H=6.00 N.T.N+1293.03 N.P+1293.01 N.R.H+1287.86 H=5.15 PERFIL 10 ELV.N+1293.08 NP+1293 N.T.N+1293.08 N.P+1293.08 N.R.H+1289.22 H=3.86 N.T.N N+1292.5 N+1293 N+1293.66 N+1295 N+1296.5 N+1298 N+1297 N+1296 SUPERFICIE DEL TERRENO: M2 DE CONSTRUCCIÓN: PLANO: PLANO: ESCALA: COTAS: FECHA: ALUMNO: EXPERIENCIA EDUCATIVA: \W9.94140; 1:20 11/enero/2016 juan daniel parra lopez ARCO SUR, XALAPA Veracruz. ESCALA: 1:150 ingenieria urbana perfiles con pozos de visita y detalle constructivo p-2 UBICACION Arco sur Arco sur Arco sur calle loma de xalapa calle vencejos Araos calle grulla Moa Colimbos Toros cALLE COROMORANES Av. quetzal Sim nombre no. 405 N+1290 N+1292 N+1292 N+1291 N+1299 N+1302 N+1303 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;01 \A1;02 \A1;03 \A1;04 \A1;05 \A1;06 \A1;07 \A1;08 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;01 \A1;02 \A1;03 \A1;04 \A1;05 \A1;06 \A1;07 \A1;08 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 20 19 18 17 16 15 14 13 \A1;13.10 \A1;7.43 \A1;17.85 \A1;6.60 \A1;20.00 \A1;6.55 \A1;6.50 \A1;20.00 \A1;12.00 \A1;13.10 \A1;10 \A1;11 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\A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;16.00 \A1;Area=166.74 \A1;Area=144.4260 \A1;7.00 14 \A1;7.00 13 \A1;7.00 12 \A1;7.00 11 \A1;7.00 10 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;02 \A1;03 \A1;04 \A1;05 \A1;06 \A1;07 \A1;08 \A1;09 \A1;7.00 \A1;01 0.1279999999999291 0.1279999999999291 0.1279999999999859 0.1279999999999859 0.1279999999999291 0.1280000000001564 \A1;7.00 0.1280000000000427 \A1;7.00 0.1279999999998722 \A1;7.00 0.1279999999999859 \A1;7.00 23 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 0.1279999999998722 \A1;7.00 22 0.1280000000000996 \A1;7.00 21 0.1279999999999291 \A1;7.00 20 0.1279999999999291 5 5 0.0651174563492987 0.1280000000001564 0.1280000000000427 15 16 17 18 19 \A1;7.00 0.1279999999999859 \A1;7.00 0.1279999999999859 \A1;7.00 0.1280000000001564 \A1;7.00 0.1280000000000427 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 24 36 35 34 33 32 31 30 29 28 27 26 25 \A1;7.00 14 \A1;7.00 13 \A1;7.00 12 \A1;7.00 11 \A1;7.00 10 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;02 \A1;03 \A1;04 \A1;05 \A1;06 \A1;07 \A1;08 \A1;09 \A1;7.00 \A1;01 0.1279999999999291 0.1280000000002133 0.1279999999999291 \A1;7.00 0.1280000000001564 \A1;7.00 0.1279999999999859 \A1;7.00 0.1280000000000996 \A1;7.00 23 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 0.1280000000000427 \A1;7.00 22 0.1279999999998722 \A1;7.00 21 0.1280000000000427 \A1;7.00 20 0.1279999999999291 0.1279999999999859 0.1279999999999291 15 16 17 \A1;7.00 0.1279999999999859 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 0.1279999999999291 \A1;7.00 0.1280000000000996 \A1;7.00 \A1;7.00 24 36 35 34 33 32 31 30 29 28 27 26 25 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 5 5 5 18 19 \A1;16.00 \A1;Area=144.00 \A1;16.00 01 02 03 04 05 06 07 08 09 10 11 12 13 14 \A1;16.00 0.0847998106532941 0.0480001266756744 0.1767227993162805 5 5 5 5 0.048000062235019 5 5 5 \A1;Area=792.77 \A1;Area Verde =350.41 \A1;Area=1,996.38 \A1;Area=112.13 \A1;Area=112.30 \A1;Area=112.46 \A1;Area=112.62 \A1;Area=113.61 \A1;Area=112.70 \A1;Area=115.03 \A1;Area=113.87 \A1;Area=116.11 \A1;Area=113.64 \A1;Area=119.25 \A1;Area=121.53 \A1;Area=127.16 \A1;Area=132.80 \A1;Area=138.44 \A1;Area=144.07 \A1;Area=144.06 \A1;Area=115.09 \A1;Area=122.44 14 13 12 11 10 \A1;02 \A1;03 \A1;04 \A1;05 \A1;06 \A1;07 \A1;08 \A1;09 \A1;01 15 16 17 18 19 M-6 M-1 M-2 M-3 M-4 M-5 M-7 M-8 \A1;DONACION ESTATAL \A1;Area =995.74 \A1;DONACION MUNICIPAL \A1;Area=1,346.22 \A1;DONACION MUNICIPAL Area = 1664.33 Area = 1,220.75 Area = 2,487.49 Area = 2,443.80 Area = 896.00 Area = 4,071.68 Area = 4,063.04 Area = 2,302.26 N+1292.5 N+1293 N+1295 N+1296.5 N+1298 N+1297 N+1293.66 N+1296 N+1298 facultad de arquitectura universidad veracruzana PERFIL 8 ELV.N+1293.36 ELV.N+1293.66 N.T.N+1293.36 N.P+1293.29 N.R.H+1292.27 H=1.02 N.T.N NP+1293.20 NP+1294 N+1292.5 N+1293 N+1293.66 N+1295 N+1296.5 N+1298 N+1297 N+1296 \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; 1. LAS TAPADERAS DE LOS POZOS DE VISITA DEBERAN IDENTIFICARSE CON LA NOMENCLATURA DEL PLANO DE RED GENERAL. 2. EL CONCRETO DEBERA TENER UN Fc' = 250 Kg/cm2 PROPORCION 1:2:3:5. 3. EL MORTERO DEBERA SER DE CEMENTO Y ARENA DE RIO CON PROPORCION 1:3. 4. LOS BROCALES Y LAS TAPADERAS DE LOS POZOS DEBERAN USARSE SEGUN ESPECIFICACIONES A.C.I. ANTES DE SU INSTALACION. 5. EL ACERO A UTILIZAR SERA Fy = 2810 Kg/cm2. 6. LA TUBERIA DE CAIDA EN POZOS PARA COLECTORES HASTA DE 24" SERA DE 8", PARA COLECTORES MAYORES DE 24" SERA DE 12". ESPECIFICACIONES 0.04 5 5 5 5 ARO Ø 1/2" 0.04 0.08 0.12 5 5 5 5 0.08 0.04 0.04 0.04 5 0.03 0.04 0.03 5 0.03 Ø 1/2" AMBOS SENTIDOS TAPADERA POZO, PLANTA + SECCION C-C' 5 5 0.05 0.05 LADRILLO DE PUNTA Ø 3/4" ENTRADA SALIDA 3 AROS Ø 1/2" ESL. Ø1/4 @ 0.15 5 5 5 5 5 5 5 5 5 5 5 REPELLO + CERNIDO INTERIOR LADRILLO DE PUNTA DETALLE DE BROCAL POZO \W1.39189; ESCALONES CON \W1.39189; Var. 5/8" APLANADO PROP. 1:3 DE TUBERIA DE TUBERIA fraccionamiento de interes social. SUPERFICIE DEL TERRENO: M2 DE CONSTRUCCIÓN: PLANO: PLANO: ESCALA: COTAS: FECHA: ALUMNO: EXPERIENCIA EDUCATIVA: \W9.94140; 1:20 11/enero/2016 juan daniel parra lopez ARCO SUR, XALAPA Veracruz. ESCALA: 1:150 ingenieria urbana perfiles con pozos de visita y detalle constructivo p-2 UBICACION Arco sur Arco sur Arco sur calle loma de xalapa calle vencejos Araos calle grulla Moa Colimbos Toros cALLE COROMORANES Av. quetzal Sim nombre no. 405 N+1290 N+1292 N+1292 N+1291 N+1299 N+1302 N+1303 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;01 \A1;02 \A1;03 \A1;04 \A1;05 \A1;06 \A1;07 \A1;08 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;01 \A1;02 \A1;03 \A1;04 \A1;05 \A1;06 \A1;07 \A1;08 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 20 19 18 17 16 15 14 13 \A1;13.10 \A1;7.43 \A1;17.85 \A1;6.60 \A1;20.00 \A1;6.55 \A1;6.50 \A1;20.00 \A1;12.00 \A1;13.10 \A1;10 \A1;11 \A1;12 \A1;7.00 \A1;16.00 21 \A1;7.00 \A1;16.00 \A1;09 \A1;Area=157.05 \A1;Area=140.74 \A1;Area=130.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;01 \A1;02 \A1;03 \A1;04 \A1;05 \A1;06 \A1;07 \A1;08 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 20 19 18 17 16 15 14 13 \A1;7.00 \A1;16.00 21 \A1;7.00 \A1;16.00 \A1;09 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;10 22 5 5 5 5 5 5 \A1;11 12 \A1;Area=129.42 \A1;Area=117.34 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;01 \A1;02 \A1;03 \A1;04 \A1;05 \A1;06 \A1;07 \A1;08 5 \A1;10.74 \A1;09 \A1;10 0.1280000000000427 0.0799999999999841 0.0799999999999841 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;16.00 \A1;Area=166.74 \A1;Area=144.4260 \A1;7.00 14 \A1;7.00 13 \A1;7.00 12 \A1;7.00 11 \A1;7.00 10 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;02 \A1;03 \A1;04 \A1;05 \A1;06 \A1;07 \A1;08 \A1;09 \A1;7.00 \A1;01 0.1279999999998722 0.1279999999999291 0.1279999999999859 0.1279999999999859 0.1279999999998722 0.1280000000001564 \A1;7.00 0.1280000000000427 \A1;7.00 0.1279999999999291 \A1;7.00 0.1279999999999859 \A1;7.00 23 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 0.1279999999998722 \A1;7.00 22 0.1280000000000996 \A1;7.00 21 0.1279999999998722 \A1;7.00 20 0.1279999999999291 5 5 0.0651174563493555 0.1280000000001564 0.1280000000000427 15 16 17 18 19 \A1;7.00 0.1280000000000427 \A1;7.00 0.1279999999999859 \A1;7.00 0.1280000000000996 \A1;7.00 0.1280000000000427 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 24 36 35 34 33 32 31 30 29 28 27 26 25 \A1;7.00 14 \A1;7.00 13 \A1;7.00 12 \A1;7.00 11 \A1;7.00 10 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;02 \A1;03 \A1;04 \A1;05 \A1;06 \A1;07 \A1;08 \A1;09 \A1;7.00 \A1;01 0.1279999999999859 0.1280000000001564 0.1279999999999291 \A1;7.00 0.1280000000000996 \A1;7.00 0.1279999999999859 \A1;7.00 0.1280000000000996 \A1;7.00 23 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 0.1279999999999859 \A1;7.00 22 0.1279999999999291 \A1;7.00 21 0.1279999999999859 \A1;7.00 20 0.1279999999999291 0.1279999999999859 0.1279999999998722 15 16 17 \A1;7.00 0.1280000000000427 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 0.1279999999999291 \A1;7.00 0.1280000000001564 \A1;7.00 \A1;7.00 24 36 35 34 33 32 31 30 29 28 27 26 25 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 5 5 5 18 19 \A1;16.00 \A1;Area=144.00 \A1;16.00 01 02 03 04 05 06 07 08 09 10 11 12 13 14 \A1;16.00 0.084799810653351 0.0480001266756744 0.1767227993162805 5 5 5 5 0.048000062235019 5 5 5 \A1;Area=792.77 \A1;Area Verde =350.41 \A1;Area=1,996.38 \A1;Area=112.13 \A1;Area=112.30 \A1;Area=112.46 \A1;Area=112.62 \A1;Area=113.61 \A1;Area=112.70 \A1;Area=115.03 \A1;Area=113.87 \A1;Area=116.11 \A1;Area=113.64 \A1;Area=119.25 \A1;Area=121.53 \A1;Area=127.16 \A1;Area=132.80 \A1;Area=138.44 \A1;Area=144.07 \A1;Area=144.06 \A1;Area=115.09 \A1;Area=122.44 14 13 12 11 10 \A1;02 \A1;03 \A1;04 \A1;05 \A1;06 \A1;07 \A1;08 \A1;09 \A1;01 15 16 17 18 19 M-6 M-1 M-2 M-3 M-4 M-5 M-7 M-8 \A1;DONACION ESTATAL \A1;Area =995.74 \A1;DONACION MUNICIPAL \A1;Area=1,346.22 \A1;DONACION MUNICIPAL Area = 1664.33 Area = 1,220.75 Area = 2,487.49 Area = 2,443.80 Area = 896.00 Area = 4,071.68 Area = 4,063.04 Area = 2,302.26 N+1292.5 N+1293 N+1295 N+1296.5 N+1298 N+1297 N+1293.66 N+1296 N+1298 facultad de arquitectura universidad veracruzana fraccionamiento de interes social. PERFIL 8-12 NP+1293 NP+1293 NP+1293.20 N.T.N N.P.T.O .50 5 5 \A1;3.05 \A1;25.76 \A1;3.05 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;01 \A1;02 \A1;03 \A1;04 \A1;05 \A1;06 \A1;07 \A1;08 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;01 \A1;02 \A1;03 \A1;04 \A1;05 \A1;06 \A1;07 \A1;08 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 20 19 18 17 16 15 14 13 \A1;13.10 \A1;7.43 \A1;17.85 \A1;6.60 \A1;20.00 \A1;6.55 \A1;6.50 \A1;20.00 \A1;12.00 \A1;13.10 \A1;10 \A1;11 \A1;12 \A1;7.00 \A1;16.00 21 \A1;7.00 \A1;16.00 \A1;09 \A1;Area=157.05 \A1;Area=140.74 \A1;Area=130.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;01 \A1;02 \A1;03 \A1;04 \A1;05 \A1;06 \A1;07 \A1;08 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 20 19 18 17 16 15 14 13 \A1;7.00 \A1;16.00 21 \A1;7.00 \A1;16.00 \A1;09 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;10 22 5 5 5 5 5 5 \A1;11 12 \A1;Area=129.42 \A1;Area=117.34 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;01 \A1;02 \A1;03 \A1;04 \A1;05 \A1;06 \A1;07 \A1;08 5 \A1;10.74 \A1;09 \A1;10 5 5 5 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;16.00 5 5 \A1;Area=166.74 \A1;Area=144.4260 \A1;7.00 14 \A1;7.00 13 \A1;7.00 12 \A1;7.00 11 \A1;7.00 10 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;02 \A1;03 \A1;04 \A1;05 \A1;06 \A1;07 \A1;08 \A1;09 \A1;7.00 \A1;01 5 5 5 5 5 5 5 5 5 \A1;7.00 \A1;7.00 5 \A1;7.00 5 \A1;7.00 23 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 5 \A1;7.00 22 \A1;7.00 21 5 \A1;7.00 20 5 5 5 5 5 5 15 16 17 18 19 \A1;7.00 \A1;7.00 5 \A1;7.00 \A1;7.00 5 \A1;7.00 5 \A1;7.00 \A1;7.00 5 \A1;7.00 5 \A1;7.00 5 \A1;7.00 5 \A1;7.00 \A1;7.00 5 5 24 36 35 34 33 32 30 29 28 27 26 25 \A1;7.00 14 \A1;7.00 13 \A1;7.00 12 \A1;7.00 11 \A1;7.00 10 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;02 \A1;03 \A1;04 \A1;05 \A1;06 \A1;07 \A1;08 \A1;09 \A1;7.00 \A1;01 5 5 5 5 5 5 5 5 5 5 5 5 \A1;7.00 5 \A1;7.00 \A1;7.00 5 \A1;7.00 23 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 5 \A1;7.00 22 5 \A1;7.00 21 \A1;7.00 20 5 5 5 15 16 17 \A1;7.00 5 \A1;7.00 \A1;7.00 5 \A1;7.00 5 \A1;7.00 \A1;7.00 5 \A1;7.00 \A1;7.00 5 \A1;7.00 5 \A1;7.00 5 \A1;7.00 5 \A1;7.00 5 5 24 36 35 34 33 32 31 30 29 28 27 26 25 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 5 5 18 19 \A1;16.00 5 5 \A1;Area=144.00 \A1;16.00 01 02 03 04 05 06 07 08 09 10 11 12 13 14 \A1;16.00 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 62.4 5 46.5 5 13.9 \A1;Area=792.77 \A1;Area Verde =350.41 \A1;Area=1,996.38 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 10.9 25.7 21.1 5 26.15 31.3 32 \A1;Area=112.13 \A1;Area=112.30 \A1;Area=112.46 \A1;Area=112.62 \A1;Area=112.70 \A1;Area=115.03 \A1;Area=116.11 \A1;Area=113.64 \A1;Area=121.53 \A1;Area=127.16 \A1;Area=132.80 \A1;Area=138.44 \A1;Area=144.07 \A1;Area=144.06 \A1;Area=115.09 \A1;Area=122.44 14 13 12 11 10 \A1;02 \A1;03 \A1;04 \A1;05 \A1;06 \A1;07 \A1;08 \A1;09 \A1;01 15 17 18 19 10.2 5.75 5 43.75 12.95 31.85 31.05 20.95 M-6.NP+1293.40 M-1.NP+1292.8 M-2.NP+1293 M-4.NP+1295.3 M-5.NP+1297 M-7.NP+1293 M-8.NP+1293 5 5 5 \A1;DONACION ESTATAL \A1;Area =995.74 \A1;DONACION MUNICIPAL \A1;Area=1,346.22 \A1;DONACION MUNICIPAL Area = 896.00 5 5 N+1292.5 N+1293 N+1295 N+1296.5 N+1298 N+1297 N+1293.66 N+1296 N+1298 E12=N+1296.44 M-4.NP+1296.5 M-6.NP+1294 M-6.NP+1295 M-6.NP+1296.5 M-7.NP+1293.9 M-7.NP+1295.5 M-7.NP+1296 M-8.NP+1296 M-8.NP+1293.66 M-8.NP+1294.5 10.2 A-1 A-2 A-4 B-1 B-3 C-1 C-3 E-1 E-2 E-3 E-4 E-5 M-3.NP+1293.20 M-6.NP+1293 M-6.NP+1293.20 M-6.NP+1294.30 M-6.NP+1294.60 M-6.NP+1295.30 M-6.NP+1295.60 M-6.NP+1296 M-7.NP+1293.30 N.T.N+1296.45 N.P+1296.19 N.R.H+1291.38 H=4.81 N.T.N+1296.07 N.P+1296.20 N.R.H+1290.96 H=5.24 N.T.N+1296.44 N.P+1296.20 N.R.H+1290.15 H=6.05 67.19-10-200 62.41-10-200 N.T.N+1297.76 N.P+1297.52 N.R.H+1291.67 H=5.85 N.T.N+1294.17 N.P+1294.25 N.R.H+1290.47 H=3.78 72.35-10-200 N.T.N+1294.87 N.P+1295.30 N.R.H+1293.56 H=1.74 82.83-10-200 N.T.N+1293.34 N.P+1293.20 N.R.H+1290.83 H=2.37 78.08-10-240 84.58-10-200 N.T.N+1293.10 N.P+1293.08 N.R.H+1290.05 H=3.03 42.51-10-200 N.T.N+1294.95 N.P+1294.88 N.R.H+1290.30 H=4.58 N.T.N+1293.08 N.P+1293.02 N.R.H+1289.63 H=3.39 42.51-10-240 66.94-10-200 66.94-10-200 N.T.N+1294.80 N.P+1294.17 N.R.H+1289.49 H=4.68 N.T.N+1293.03 N.P+1292.98 N.R.H+1289.15 H=3.83 41.32-10-240 N.T.N+1292.54 N.P+1292.87 N.R.H+1288.87 H=4.00 28.70-10-240 D-3 D-5 Sin nombre no. 405 \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; N+1298 N+1296 N+1293.66 N+1297 N+1298 N+1296.5 N+1295 N+1293 N+1292.5 Area = 2,302.26 Area = 4,063.04 Area = 4,071.68 Area = 896.00 Area = 2,443.80 Area = 2,487.49 Area = 1,220.75 Area = 1664.33 DONACION MUNICIPAL Area=1,346.22 DONACION MUNICIPAL Area =995.74 DONACION ESTATAL M-8 M-7 M-5 M-4 M-3 M-2 M-1 M-6 19 18 17 16 15 01 09 08 07 06 05 04 03 02 10 11 12 13 14 Area=122.44 Area=115.09 Area=144.06 Area=144.07 Area=138.44 Area=132.80 Area=127.16 Area=121.53 Area=119.25 Area=113.64 Area=116.11 Area=113.87 Area=115.03 Area=112.70 Area=113.61 Area=112.62 Area=112.46 Area=112.30 Area=112.13 Area=1,996.38 Area Verde =350.41 Area=792.77 \A1;0.28 \A1;0.04 \A1;0.03 \A1;0.24 \A1;0.24 \A1;0.87 \A1;0.11 \A1;0.98 \A1;0.88 \A1;0.24 \A1;0.42 16.00 14 13 12 11 10 09 08 07 06 05 04 03 02 01 16.00 Area=144.00 16.00 19 18 \A1;0.31 \A1;0.32 \A1;0.32 7.00 7.00 7.00 7.00 7.00 25 26 27 28 29 30 31 32 33 34 35 36 24 7.00 7.00 \A1;0.64 7.00 \A1;0.64 7.00 7.00 7.00 7.00 7.00 7.00 7.00 7.00 \A1;0.64 7.00 17 16 15 \A1;0.64 \A1;0.64 \A1;0.64 20 7.00 \A1;0.64 21 7.00 \A1;0.64 22 7.00 \A1;0.64 7.00 7.00 7.00 7.00 7.00 7.00 7.00 7.00 7.00 7.00 7.00 7.00 7.00 23 7.00 \A1;0.64 7.00 \A1;0.64 7.00 \A1;0.64 7.00 \A1;0.64 \A1;0.64 \A1;0.64 01 7.00 09 08 07 06 05 04 03 02 7.00 7.00 7.00 7.00 7.00 7.00 7.00 7.00 10 7.00 11 7.00 12 7.00 13 7.00 14 7.00 25 26 27 28 29 30 31 32 33 34 35 36 24 7.00 7.00 7.00 7.00 7.00 7.00 7.00 7.00 \A1;0.64 7.00 \A1;0.64 7.00 \A1;0.64 7.00 \A1;0.64 7.00 19 18 17 16 15 \A1;0.64 \A1;0.64 \A1;0.33 \A1;0.33 \A1;0.33 \A1;0.64 20 7.00 \A1;0.64 21 7.00 \A1;0.64 22 7.00 \A1;0.64 7.00 7.00 7.00 7.00 7.00 7.00 7.00 7.00 7.00 7.00 7.00 7.00 7.00 23 7.00 \A1;0.64 7.00 \A1;0.64 7.00 \A1;0.64 7.00 \A1;0.64 \A1;0.64 \A1;0.64 \A1;0.64 \A1;0.64 \A1;0.64 01 7.00 09 08 07 06 05 04 03 02 7.00 7.00 7.00 7.00 7.00 7.00 7.00 7.00 10 7.00 11 7.00 12 7.00 13 7.00 14 7.00 Area=144.4260 Area=166.74 16.00 16.00 7.00 16.00 7.00 16.00 7.00 16.00 7.00 16.00 7.00 16.00 7.00 16.00 7.00 16.00 7.00 16.00 7.00 16.00 7.00 16.00 7.00 \A1;0.40 \A1;0.40 \A1;0.64 10 09 10.74 \A1;0.39 08 07 06 05 04 03 02 01 16.00 7.00 16.00 7.00 16.00 7.00 16.00 7.00 16.00 7.00 16.00 7.00 16.00 7.00 16.00 7.00 Area=117.34 Area=129.42 12 11 \A1;0.30 \A1;0.27 \A1;0.31 \A1;0.64 \A1;0.36 \A1;0.28 22 10 16.00 7.00 16.00 7.00 09 16.00 7.00 21 16.00 7.00 13 14 15 16 17 18 19 20 16.00 7.00 16.00 7.00 16.00 7.00 16.00 7.00 16.00 7.00 16.00 7.00 16.00 7.00 16.00 7.00 08 07 06 05 04 03 02 01 16.00 7.00 16.00 7.00 16.00 7.00 16.00 7.00 16.00 7.00 16.00 7.00 16.00 7.00 16.00 7.00 Area=130.00 Area=140.74 Area=157.05 09 16.00 7.00 21 16.00 7.00 12 11 10 13.10 12.00 20.00 6.50 6.55 20.00 6.60 17.85 7.43 13.10 13 14 15 16 17 18 19 20 16.00 7.00 16.00 7.00 16.00 7.00 16.00 7.00 16.00 7.00 16.00 7.00 16.00 7.00 16.00 7.00 08 07 06 05 04 03 02 01 16.00 7.00 16.00 7.00 16.00 7.00 16.00 7.00 16.00 7.00 16.00 7.00 16.00 7.00 16.00 7.00 08 07 06 05 04 03 02 01 16.00 7.00 16.00 7.00 16.00 7.00 16.00 7.00 16.00 7.00 16.00 7.00 16.00 7.00 16.00 7.00 N+1303 N+1302 N+1299 N+1291 N+1292 N+1292 N+1290 Sim nombre no. 405 Av. quetzal cALLE COROMORANES Toros Colimbos Moa calle grulla Araos calle vencejos calle loma de xalapa Arco sur Arco sur Arco sur P-1 drenaje sanitario 1:150 ESCALA: 15/enero/2016 1:20 EXPERIENCIA EDUCATIVA: ALUMNO: FECHA: COTAS: ESCALA: PLANO: PLANO: M2 DE CONSTRUCCIÓN: SUPERFICIE DEL TERRENO: INGENIERIA URBANA JUAN DANIEL PARRA LOPEZ ARCO SUR, XALAPA, VERACRUZ\H1.44x; LOCALIZACION FACULTAD DE ARQUITECTURA UNIVERSIDAD VERACRUZANA FRACCIONAMIENTO DE INTERES SOCIAL 5 5 5 D-6 N.T.N+1294.67 N.P+1294.17 N.R.H+1289.76 H=4.41 A-5 N.T.N+1296.44 N.P+1296.20 N.R.H+1290.42 H=5.78 72.10-10-200 66.92-10-200 D-4 N.T.N+1290 N.P+1294.88 N.R.H+1290.30 H=4.58 72.25-10-200 66.96-10-200 A-3 N.T.N+1295.89 N.P+1296.20 N.R.H+1290.96 H=5.24 N.T.N+1294.77 N.P+1295.12 N.R.H+1290.71 H=4.41 78.11-10-200 D-2 78.38-10-200 N.T.N+1296.50 N.P+1296.34 N.R.H+1290.89 H=5.45 41.31-10-200 B-2 N.T.N+1297.50 N.P+1297.37 N.R.H+1291.56 H=5.81 C-2 N.T.N+1295 N.P+1295.30 N.R.H+1291.34 H=3.96 D-1 N.T.N+1293.36 N.P+1293.29 N.R.H+1290.95 H=2.34 67.06-10-200 66.96-10-200

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

Planning construction, draft:, owner:, content:, address:, owner, Dipco. S.a., sanitary, sewerage, County tejutla, Municipality of tejutla, manhole, Details, scale:, design:, drawing:, calculation:, date:, Indicated, Dipco s.a., June, architecture, facilities, constructive, topography, Sheet no., Www.dipcosa.com, Tel., zone, review, structural:, Architectural, Ing. structural, Wannabe, Municipality: tejutla, Flat loft, Brocal cap fofo., See detail of, Chain in brocade, special., cut, Acot. In meters, pipeline, Flattened, variable, Common type visitor’s well, Red brick wall annealed mortar, Steps with var., Concrete template, Flattened prop., section, Concrete crusher, Concrete cover, Red brick wall annealed cm thick, Concrete fc template, section, plant, tube, Tube with contribution, section, top, curb, Common visit well, profile, profile, N.t.n, profile, profile, N.t.n, profile, N.t.n, the land’s surface:, of construction:, flat:, scale:, Quotas, date:, student:, Educational experience:, Juan daniel parra lopez, Arch xalapa veracruz, scale:, Urban engineering, Profiles with wells construction detail, Location, South arch, Calle loma de xalapa, Swift street, Araguas, Crane street, Moa, Lobsters, Bulls, Coromoranes street, av. quetzal, Yes no., green, state, municipal, municipal, area, architecture facuilty, Veracruz University, profile, N.t.n, The manhole covers should be identified with the nomenclature of the general network plane. The concrete must have a proportion of the mortar should be made of cement sand of river with proportion the wells of the wells should be used according to specifications a.c.i. Before installation. The steel used will be the pipe of fall in wells for collectors until of sera of for collectors greater of sera of, Specifications, ring, both senses, Floor cover section, Spiky brick, entry, departure, Hoops, Esl., Sieze, inside, Spiky brick, Detail of brocal well, Steps with var., Flattened prop., Of pipe, Fractionation of social interest., the land’s surface:, of construction:, flat:, scale:, Quotas, date:, student:, Educational experience:, Juan daniel parra lopez, Arch xalapa veracruz, scale:, Urban engineering, Profiles with wells construction detail, Location, South arch, Calle loma de xalapa, Swift street, Araguas, Crane street, Moa, Lobsters, Bulls, Coromoranes street, av. quetzal, Yes no., green, state, municipal, municipal, area, architecture facuilty, Veracruz University, Fractionation of social interest., profile, N.t.n, N.p.t.o, green, state, municipal, municipal, area, No name no., area, Municipal donation, Municipal donation, area, State donation, green area, Yes no., av. quetzal, Coromoranes street, Bulls, Lobsters, Moa, Crane street, Araguas, Swift street, Calle loma de xalapa, South arch, sanitary drainage, scale:, experience, Educational, student:, date:, Quotas, scale:, flat:, building:, surface, of the, ground:, Urban engineering, Juan daniel parra lopez, arc, location, architecture facuilty, Veracruz University, Fractionation of social interest

Raw text data extracted from CAD file:

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S.A. f. f. SANITARIO ALCANTARILLADO MUNICIPIO TEJUTLA MUNICIPALIDAD DE TEJUTLA POZO DE VISITA DETALLES ESCALA: DISEÑO: DIBUJO: CALCULO: FECHA: INDICADA DIPCO S.A. DIPCO S.A. DIPCO S.A. JUNIO 2009 ARQUITECTURA INSTALACIONES CONSTRUCTIVO TOPOGRAFIA HOJA No. www.dipcosa.com Tel. 2465-5647 & 2465-5623 5ave. 3-24 ZONA 9 REVISION REVISION ESTRUCTURAL: ARQUITECTONICA: ING. ESTRUCTURAL f. DESEÑADOR f. Municipio: Tejutla Departamento : San Marcos \A1;0.08 \A1;0.12 \A1;0.12 \A1;0.12 \A1;0.12 \A1;0.12 \A1;0.12 \A1;0.12 \A1;0.12 \A1;0.60 \A1;0.23 \A1;0.15 \A1;0.12 \A1;0.60 \A1;0.12 \A1;0.10 \A1;0.10 \A1;0.12 \A1;0.08 \A1;0.20 \A1;0.26 \A1;0.58 \A1;0.26 \A1;0.60 5 BROCAL Y TAPA DE Fo.Fo. VER DETALLE DE CADENA EN BROCAL ESPECIAL. CORTE B-B S/E ACOT. EN MTS TUBERIA APLANADO 1:3 0.30 0.30 1.20 1.20 0.90 0.10 0.40 VARIABLE POZO DE VISITA TIPO COMUN TABIQUE ROJO RECOCIDO 7X14X28 JUNTEADO MORTERO 1:3 \W1.39189; ESCALONES CON \W1.39189; Var. 5/8" PLANTILLA DE CONCRETO f'c=100kg/cm2 \A1;0.06 \A1;0.07 \A1;0.13 \A1;0.06 \A1;0.05 \A1;0.13 \A1;0.13 \A1;0.13 \A1;0.13 \A1;0.13 \A1;0.13 \A1;0.13 \A1;0.13 \A1;0.13 \A1;0.13 \A1;0.13 \A1;0.13 \A1;0.13 \A1;0.13 \A1;0.13 \A1;0.13 \A1;0.13 \A1;0.13 \A1;0.13 \A1;0.13 \A1;0.13 \A1;0.13 \A1;0.13 \A1;0.13 \A1;0.13 \A1;0.13 \A1;0.13 \A1;0.13 \A1;0.13 \A1;0.13 \A1;0.13 \A1;0.13 \A1;0.13 \A1;0.13 \A1;0.20 \A1;0.02 \A1;0.05 \A1;0.05 \A1;0.01 \A1;0.06 \A1;0.08 \A1;0.13 \A1;0.08 \A1;0.08 \A1;0.07 \A1;0.07 \A1;0.07 \A1;0.06 \A1;0.06 \A1;0.06 \A1;0.08 \A1;0.05 \A1;0.18 \A1;0.17 \A1;0.01 \A1;0.06 \A1;.50 \A1;3.86 \A1;.50 APLANADO PROP. 1:3 0.60 SECCION BROCAL DE CONCRETO TAPA DE CONCRETO MURO DE TABIQUE ROJO RECOCIDO DE 28 CM DE ESPESOR PLANTILLA DE CONCRETO fc 150 kg/m2 SECCION A-A B B PLANTA TUBO TUBO CON APORTACION SECCION A A TAPA BROCAL POZO DE VISITA COMUN N.P.T.O+1293.20 N+1292.5 N+1293 N+1293.66 N+1295 N+1296.5 PERFIL 8-12 N+1298 N+1297 N+1296 PERFIL 8 ELV.N+1293.36 PERFIL 9 ELV.N+1293.09 NP+1293.20 NP+1293 N.T.N N.T.N+1293.09 N.P+1293.15 N.R.H+1290.51 H=2.64 N.T.N+1292.65 N.P+1293.23 N.R.H+1291.39 H=1.84 N.T.N+1293.36 N.P+1293.29 N.R.H+1292.27 H=1.02 NP+1293.20 NP+1293.20 NP+1293.20 NP+1293.20 NP+1293.20 NP+1293.20 NP+1293.20 NP+1293.20 NP+1293.20 NP+1293.20 PERFIL 4-8 PERFIL 4 ELV.N+1297.83 PERFIL 6 ELV.N+1294.92 ELV.N+1296.5 ELV.N+1295 N.P.T.O+1297.60 N.T.N+1297.83 N.P+1297.60 N.R.H+1294.83 H=2.77 N.T.N+1294.92 N.P+1295.30 N.R.H+1293.56 H=1.74 N+1292.5 N+1293 N+1293.66 N+1295 N+1296.5 N+1298 N+1297 N+1296 NP+1295.30 NP+1296.50 PERFIL 11 ELV.N+1293.03 PERFIL 12 ELV.N+1292.88 ELV.N+1293 NP+1293 NP+1293 N.P.T.O+1293.10 N.T.N N.T.N+1292.88 N.P+1293.10 N.R.H+1287.10 H=6.00 N.T.N+1293.03 N.P+1293.01 N.R.H+1287.86 H=5.15 PERFIL 10 ELV.N+1293.08 NP+1293 N.T.N+1293.08 N.P+1293.08 N.R.H+1289.22 H=3.86 N.T.N N+1292.5 N+1293 N+1293.66 N+1295 N+1296.5 N+1298 N+1297 N+1296 SUPERFICIE DEL TERRENO: M2 DE CONSTRUCCIÓN: PLANO: PLANO: ESCALA: COTAS: FECHA: ALUMNO: EXPERIENCIA EDUCATIVA: \W9.94140; 1:20 11/enero/2016 juan daniel parra lopez ARCO SUR, XALAPA Veracruz. ESCALA: 1:150 ingenieria urbana perfiles con pozos de visita y detalle constructivo p-2 UBICACION Arco sur Arco sur Arco sur calle loma de xalapa calle vencejos Araos calle grulla Moa Colimbos Toros cALLE COROMORANES Av. quetzal Sim nombre no. 405 N+1290 N+1292 N+1292 N+1291 N+1299 N+1302 N+1303 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;01 \A1;02 \A1;03 \A1;04 \A1;05 \A1;06 \A1;07 \A1;08 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;01 \A1;02 \A1;03 \A1;04 \A1;05 \A1;06 \A1;07 \A1;08 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 20 19 18 17 16 15 14 13 \A1;13.10 \A1;7.43 \A1;17.85 \A1;6.60 \A1;20.00 \A1;6.55 \A1;6.50 \A1;20.00 \A1;12.00 \A1;13.10 \A1;10 \A1;11 \A1;12 \A1;7.00 \A1;16.00 21 \A1;7.00 \A1;16.00 \A1;09 \A1;Area=157.05 \A1;Area=140.74 \A1;Area=130.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;01 \A1;02 \A1;03 \A1;04 \A1;05 \A1;06 \A1;07 \A1;08 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 20 19 18 17 16 15 14 13 \A1;7.00 \A1;16.00 21 \A1;7.00 \A1;16.00 \A1;09 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;10 22 5 5 5 5 5 5 \A1;11 12 \A1;Area=129.42 \A1;Area=117.34 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;01 \A1;02 \A1;03 \A1;04 \A1;05 \A1;06 \A1;07 \A1;08 5 \A1;10.74 \A1;09 \A1;10 0.1280000000000427 0.0799999999999841 0.0799999999999841 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;16.00 \A1;Area=166.74 \A1;Area=144.4260 \A1;7.00 14 \A1;7.00 13 \A1;7.00 12 \A1;7.00 11 \A1;7.00 10 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;02 \A1;03 \A1;04 \A1;05 \A1;06 \A1;07 \A1;08 \A1;09 \A1;7.00 \A1;01 0.1279999999999291 0.1279999999999291 0.1279999999999859 0.1279999999999859 0.1279999999999291 0.1280000000001564 \A1;7.00 0.1280000000000427 \A1;7.00 0.1279999999998722 \A1;7.00 0.1279999999999859 \A1;7.00 23 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 0.1279999999998722 \A1;7.00 22 0.1280000000000996 \A1;7.00 21 0.1279999999999291 \A1;7.00 20 0.1279999999999291 5 5 0.0651174563492987 0.1280000000001564 0.1280000000000427 15 16 17 18 19 \A1;7.00 0.1279999999999859 \A1;7.00 0.1279999999999859 \A1;7.00 0.1280000000001564 \A1;7.00 0.1280000000000427 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 24 36 35 34 33 32 31 30 29 28 27 26 25 \A1;7.00 14 \A1;7.00 13 \A1;7.00 12 \A1;7.00 11 \A1;7.00 10 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;02 \A1;03 \A1;04 \A1;05 \A1;06 \A1;07 \A1;08 \A1;09 \A1;7.00 \A1;01 0.1279999999999291 0.1280000000002133 0.1279999999999291 \A1;7.00 0.1280000000001564 \A1;7.00 0.1279999999999859 \A1;7.00 0.1280000000000996 \A1;7.00 23 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 0.1280000000000427 \A1;7.00 22 0.1279999999998722 \A1;7.00 21 0.1280000000000427 \A1;7.00 20 0.1279999999999291 0.1279999999999859 0.1279999999999291 15 16 17 \A1;7.00 0.1279999999999859 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 0.1279999999999291 \A1;7.00 0.1280000000000996 \A1;7.00 \A1;7.00 24 36 35 34 33 32 31 30 29 28 27 26 25 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 5 5 5 18 19 \A1;16.00 \A1;Area=144.00 \A1;16.00 01 02 03 04 05 06 07 08 09 10 11 12 13 14 \A1;16.00 0.0847998106532941 0.0480001266756744 0.1767227993162805 5 5 5 5 0.048000062235019 5 5 5 \A1;Area=792.77 \A1;Area Verde =350.41 \A1;Area=1,996.38 \A1;Area=112.13 \A1;Area=112.30 \A1;Area=112.46 \A1;Area=112.62 \A1;Area=113.61 \A1;Area=112.70 \A1;Area=115.03 \A1;Area=113.87 \A1;Area=116.11 \A1;Area=113.64 \A1;Area=119.25 \A1;Area=121.53 \A1;Area=127.16 \A1;Area=132.80 \A1;Area=138.44 \A1;Area=144.07 \A1;Area=144.06 \A1;Area=115.09 \A1;Area=122.44 14 13 12 11 10 \A1;02 \A1;03 \A1;04 \A1;05 \A1;06 \A1;07 \A1;08 \A1;09 \A1;01 15 16 17 18 19 M-6 M-1 M-2 M-3 M-4 M-5 M-7 M-8 \A1;DONACION ESTATAL \A1;Area =995.74 \A1;DONACION MUNICIPAL \A1;Area=1,346.22 \A1;DONACION MUNICIPAL Area = 1664.33 Area = 1,220.75 Area = 2,487.49 Area = 2,443.80 Area = 896.00 Area = 4,071.68 Area = 4,063.04 Area = 2,302.26 N+1292.5 N+1293 N+1295 N+1296.5 N+1298 N+1297 N+1293.66 N+1296 N+1298 facultad de arquitectura universidad veracruzana PERFIL 8 ELV.N+1293.36 ELV.N+1293.66 N.T.N+1293.36 N.P+1293.29 N.R.H+1292.27 H=1.02 N.T.N NP+1293.20 NP+1294 N+1292.5 N+1293 N+1293.66 N+1295 N+1296.5 N+1298 N+1297 N+1296 \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; 1. LAS TAPADERAS DE LOS POZOS DE VISITA DEBERAN IDENTIFICARSE CON LA NOMENCLATURA DEL PLANO DE RED GENERAL. 2. EL CONCRETO DEBERA TENER UN Fc' = 250 Kg/cm2 PROPORCION 1:2:3:5. 3. EL MORTERO DEBERA SER DE CEMENTO Y ARENA DE RIO CON PROPORCION 1:3. 4. LOS BROCALES Y LAS TAPADERAS DE LOS POZOS DEBERAN USARSE SEGUN ESPECIFICACIONES A.C.I. ANTES DE SU INSTALACION. 5. EL ACERO A UTILIZAR SERA Fy = 2810 Kg/cm2. 6. LA TUBERIA DE CAIDA EN POZOS PARA COLECTORES HASTA DE 24" SERA DE 8", PARA COLECTORES MAYORES DE 24" SERA DE 12". ESPECIFICACIONES 0.04 5 5 5 5 ARO Ø 1/2" 0.04 0.08 0.12 5 5 5 5 0.08 0.04 0.04 0.04 5 0.03 0.04 0.03 5 0.03 Ø 1/2" AMBOS SENTIDOS TAPADERA POZO, PLANTA + SECCION C-C' 5 5 0.05 0.05 LADRILLO DE PUNTA Ø 3/4" ENTRADA SALIDA 3 AROS Ø 1/2" ESL. Ø1/4 @ 0.15 5 5 5 5 5 5 5 5 5 5 5 REPELLO + CERNIDO INTERIOR LADRILLO DE PUNTA DETALLE DE BROCAL POZO \W1.39189; ESCALONES CON \W1.39189; Var. 5/8" APLANADO PROP. 1:3 DE TUBERIA DE TUBERIA fraccionamiento de interes social. SUPERFICIE DEL TERRENO: M2 DE CONSTRUCCIÓN: PLANO: PLANO: ESCALA: COTAS: FECHA: ALUMNO: EXPERIENCIA EDUCATIVA: \W9.94140; 1:20 11/enero/2016 juan daniel parra lopez ARCO SUR, XALAPA Veracruz. ESCALA: 1:150 ingenieria urbana perfiles con pozos de visita y detalle constructivo p-2 UBICACION Arco sur Arco sur Arco sur calle loma de xalapa calle vencejos Araos calle grulla Moa Colimbos Toros cALLE COROMORANES Av. quetzal Sim nombre no. 405 N+1290 N+1292 N+1292 N+1291 N+1299 N+1302 N+1303 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;01 \A1;02 \A1;03 \A1;04 \A1;05 \A1;06 \A1;07 \A1;08 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;01 \A1;02 \A1;03 \A1;04 \A1;05 \A1;06 \A1;07 \A1;08 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 20 19 18 17 16 15 14 13 \A1;13.10 \A1;7.43 \A1;17.85 \A1;6.60 \A1;20.00 \A1;6.55 \A1;6.50 \A1;20.00 \A1;12.00 \A1;13.10 \A1;10 \A1;11 \A1;12 \A1;7.00 \A1;16.00 21 \A1;7.00 \A1;16.00 \A1;09 \A1;Area=157.05 \A1;Area=140.74 \A1;Area=130.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;01 \A1;02 \A1;03 \A1;04 \A1;05 \A1;06 \A1;07 \A1;08 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 20 19 18 17 16 15 14 13 \A1;7.00 \A1;16.00 21 \A1;7.00 \A1;16.00 \A1;09 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;10 22 5 5 5 5 5 5 \A1;11 12 \A1;Area=129.42 \A1;Area=117.34 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;01 \A1;02 \A1;03 \A1;04 \A1;05 \A1;06 \A1;07 \A1;08 5 \A1;10.74 \A1;09 \A1;10 0.1280000000000427 0.0799999999999841 0.0799999999999841 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;16.00 \A1;Area=166.74 \A1;Area=144.4260 \A1;7.00 14 \A1;7.00 13 \A1;7.00 12 \A1;7.00 11 \A1;7.00 10 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;02 \A1;03 \A1;04 \A1;05 \A1;06 \A1;07 \A1;08 \A1;09 \A1;7.00 \A1;01 0.1279999999998722 0.1279999999999291 0.1279999999999859 0.1279999999999859 0.1279999999998722 0.1280000000001564 \A1;7.00 0.1280000000000427 \A1;7.00 0.1279999999999291 \A1;7.00 0.1279999999999859 \A1;7.00 23 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 0.1279999999998722 \A1;7.00 22 0.1280000000000996 \A1;7.00 21 0.1279999999998722 \A1;7.00 20 0.1279999999999291 5 5 0.0651174563493555 0.1280000000001564 0.1280000000000427 15 16 17 18 19 \A1;7.00 0.1280000000000427 \A1;7.00 0.1279999999999859 \A1;7.00 0.1280000000000996 \A1;7.00 0.1280000000000427 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 24 36 35 34 33 32 31 30 29 28 27 26 25 \A1;7.00 14 \A1;7.00 13 \A1;7.00 12 \A1;7.00 11 \A1;7.00 10 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;02 \A1;03 \A1;04 \A1;05 \A1;06 \A1;07 \A1;08 \A1;09 \A1;7.00 \A1;01 0.1279999999999859 0.1280000000001564 0.1279999999999291 \A1;7.00 0.1280000000000996 \A1;7.00 0.1279999999999859 \A1;7.00 0.1280000000000996 \A1;7.00 23 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 0.1279999999999859 \A1;7.00 22 0.1279999999999291 \A1;7.00 21 0.1279999999999859 \A1;7.00 20 0.1279999999999291 0.1279999999999859 0.1279999999998722 15 16 17 \A1;7.00 0.1280000000000427 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 0.1279999999999291 \A1;7.00 0.1280000000001564 \A1;7.00 \A1;7.00 24 36 35 34 33 32 31 30 29 28 27 26 25 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 5 5 5 18 19 \A1;16.00 \A1;Area=144.00 \A1;16.00 01 02 03 04 05 06 07 08 09 10 11 12 13 14 \A1;16.00 0.084799810653351 0.0480001266756744 0.1767227993162805 5 5 5 5 0.048000062235019 5 5 5 \A1;Area=792.77 \A1;Area Verde =350.41 \A1;Area=1,996.38 \A1;Area=112.13 \A1;Area=112.30 \A1;Area=112.46 \A1;Area=112.62 \A1;Area=113.61 \A1;Area=112.70 \A1;Area=115.03 \A1;Area=113.87 \A1;Area=116.11 \A1;Area=113.64 \A1;Area=119.25 \A1;Area=121.53 \A1;Area=127.16 \A1;Area=132.80 \A1;Area=138.44 \A1;Area=144.07 \A1;Area=144.06 \A1;Area=115.09 \A1;Area=122.44 14 13 12 11 10 \A1;02 \A1;03 \A1;04 \A1;05 \A1;06 \A1;07 \A1;08 \A1;09 \A1;01 15 16 17 18 19 M-6 M-1 M-2 M-3 M-4 M-5 M-7 M-8 \A1;DONACION ESTATAL \A1;Area =995.74 \A1;DONACION MUNICIPAL \A1;Area=1,346.22 \A1;DONACION MUNICIPAL Area = 1664.33 Area = 1,220.75 Area = 2,487.49 Area = 2,443.80 Area = 896.00 Area = 4,071.68 Area = 4,063.04 Area = 2,302.26 N+1292.5 N+1293 N+1295 N+1296.5 N+1298 N+1297 N+1293.66 N+1296 N+1298 facultad de arquitectura universidad veracruzana fraccionamiento de interes social. PERFIL 8-12 NP+1293 NP+1293 NP+1293.20 N.T.N N.P.T.O .50 5 5 \A1;3.05 \A1;25.76 \A1;3.05 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;01 \A1;02 \A1;03 \A1;04 \A1;05 \A1;06 \A1;07 \A1;08 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;01 \A1;02 \A1;03 \A1;04 \A1;05 \A1;06 \A1;07 \A1;08 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 20 19 18 17 16 15 14 13 \A1;13.10 \A1;7.43 \A1;17.85 \A1;6.60 \A1;20.00 \A1;6.55 \A1;6.50 \A1;20.00 \A1;12.00 \A1;13.10 \A1;10 \A1;11 \A1;12 \A1;7.00 \A1;16.00 21 \A1;7.00 \A1;16.00 \A1;09 \A1;Area=157.05 \A1;Area=140.74 \A1;Area=130.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;01 \A1;02 \A1;03 \A1;04 \A1;05 \A1;06 \A1;07 \A1;08 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 20 19 18 17 16 15 14 13 \A1;7.00 \A1;16.00 21 \A1;7.00 \A1;16.00 \A1;09 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;10 22 5 5 5 5 5 5 \A1;11 12 \A1;Area=129.42 \A1;Area=117.34 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;01 \A1;02 \A1;03 \A1;04 \A1;05 \A1;06 \A1;07 \A1;08 5 \A1;10.74 \A1;09 \A1;10 5 5 5 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;7.00 \A1;16.00 \A1;16.00 5 5 \A1;Area=166.74 \A1;Area=144.4260 \A1;7.00 14 \A1;7.00 13 \A1;7.00 12 \A1;7.00 11 \A1;7.00 10 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;02 \A1;03 \A1;04 \A1;05 \A1;06 \A1;07 \A1;08 \A1;09 \A1;7.00 \A1;01 5 5 5 5 5 5 5 5 5 \A1;7.00 \A1;7.00 5 \A1;7.00 5 \A1;7.00 23 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 5 \A1;7.00 22 \A1;7.00 21 5 \A1;7.00 20 5 5 5 5 5 5 15 16 17 18 19 \A1;7.00 \A1;7.00 5 \A1;7.00 \A1;7.00 5 \A1;7.00 5 \A1;7.00 \A1;7.00 5 \A1;7.00 5 \A1;7.00 5 \A1;7.00 5 \A1;7.00 \A1;7.00 5 5 24 36 35 34 33 32 30 29 28 27 26 25 \A1;7.00 14 \A1;7.00 13 \A1;7.00 12 \A1;7.00 11 \A1;7.00 10 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;02 \A1;03 \A1;04 \A1;05 \A1;06 \A1;07 \A1;08 \A1;09 \A1;7.00 \A1;01 5 5 5 5 5 5 5 5 5 5 5 5 \A1;7.00 5 \A1;7.00 \A1;7.00 5 \A1;7.00 23 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 5 \A1;7.00 22 5 \A1;7.00 21 \A1;7.00 20 5 5 5 15 16 17 \A1;7.00 5 \A1;7.00 \A1;7.00 5 \A1;7.00 5 \A1;7.00 \A1;7.00 5 \A1;7.00 \A1;7.00 5 \A1;7.00 5 \A1;7.00 5 \A1;7.00 5 \A1;7.00 5 5 24 36 35 34 33 32 31 30 29 28 27 26 25 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 \A1;7.00 5 5 18 19 \A1;16.00 5 5 \A1;Area=144.00 \A1;16.00 01 02 03 04 05 06 07 08 09 10 11 12 13 14 \A1;16.00 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 62.4 5 46.5 5 13.9 \A1;Area=792.77 \A1;Area Verde =350.41 \A1;Area=1,996.38 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 10.9 25.7 21.1 5 26.15 31.3 32 \A1;Area=112.13 \A1;Area=112.30 \A1;Area=112.46 \A1;Area=112.62 \A1;Area=112.70 \A1;Area=115.03 \A1;Area=116.11 \A1;Area=113.64 \A1;Area=121.53 \A1;Area=127.16 \A1;Area=132.80 \A1;Area=138.44 \A1;Area=144.07 \A1;Area=144.06 \A1;Area=115.09 \A1;Area=122.44 14 13 12 11 10 \A1;02 \A1;03 \A1;04 \A1;05 \A1;06 \A1;07 \A1;08 \A1;09 \A1;01 15 17 18 19 10.2 5.75 5 43.75 12.95 31.85 31.05 20.95 M-6.NP+1293.40 M-1.NP+1292.8 M-2.NP+1293 M-4.NP+1295.3 M-5.NP+1297 M-7.NP+1293 M-8.NP+1293 5 5 5 \A1;DONACION ESTATAL \A1;Area =995.74 \A1;DONACION MUNICIPAL \A1;Area=1,346.22 \A1;DONACION MUNICIPAL Area = 896.00 5 5 N+1292.5 N+1293 N+1295 N+1296.5 N+1298 N+1297 N+1293.66 N+1296 N+1298 E12=N+1296.44 M-4.NP+1296.5 M-6.NP+1294 M-6.NP+1295 M-6.NP+1296.5 M-7.NP+1293.9 M-7.NP+1295.5 M-7.NP+1296 M-8.NP+1296 M-8.NP+1293.66 M-8.NP+1294.5 10.2 A-1 A-2 A-4 B-1 B-3 C-1 C-3 E-1 E-2 E-3 E-4 E-5 M-3.NP+1293.20 M-6.NP+1293 M-6.NP+1293.20 M-6.NP+1294.30 M-6.NP+1294.60 M-6.NP+1295.30 M-6.NP+1295.60 M-6.NP+1296 M-7.NP+1293.30 N.T.N+1296.45 N.P+1296.19 N.R.H+1291.38 H=4.81 N.T.N+1296.07 N.P+1296.20 N.R.H+1290.96 H=5.24 N.T.N+1296.44 N.P+1296.20 N.R.H+1290.15 H=6.05 67.19-10-200 62.41-10-200 N.T.N+1297.76 N.P+1297.52 N.R.H+1291.67 H=5.85 N.T.N+1294.17 N.P+1294.25 N.R.H+1290.47 H=3.78 72.35-10-200 N.T.N+1294.87 N.P+1295.30 N.R.H+1293.56 H=1.74 82.83-10-200 N.T.N+1293.34 N.P+1293.20 N.R.H+1290.83 H=2.37 78.08-10-240 84.58-10-200 N.T.N+1293.10 N.P+1293.08 N.R.H+1290.05 H=3.03 42.51-10-200 N.T.N+1294.95 N.P+1294.88 N.R.H+1290.30 H=4.58 N.T.N+1293.08 N.P+1293.02 N.R.H+1289.63 H=3.39 42.51-10-240 66.94-10-200 66.94-10-200 N.T.N+1294.80 N.P+1294.17 N.R.H+1289.49 H=4.68 N.T.N+1293.03 N.P+1292.98 N.R.H+1289.15 H=3.83 41.32-10-240 N.T.N+1292.54 N.P+1292.87 N.R.H+1288.87 H=4.00 28.70-10-240 D-3 D-5 Sin nombre no. 405 \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; N+1298 N+1296 N+1293.66 N+1297 N+1298 N+1296.5 N+1295 N+1293 N+1292.5 Area = 2,302.26 Area = 4,063.04 Area = 4,071.68 Area = 896.00 Area = 2,443.80 Area = 2,487.49 Area = 1,220.75 Area = 1664.33 DONACION MUNICIPAL Area=1,346.22 DONACION MUNICIPAL Area =995.74 DONACION ESTATAL M-8 M-7 M-5 M-4 M-3 M-2 M-1 M-6 19 18 17 16 15 01 09 08 07 06 05 04 03 02 10 11 12 13 14 Area=122.44 Area=115.09 Area=144.06 Area=144.07 Area=138.44 Area=132.80 Area=127.16 Area=121.53 Area=119.25 Area=113.64 Area=116.11 Area=113.87 Area=115.03 Area=112.70 Area=113.61 Area=112.62 Area=112.46 Area=112.30 Area=112.13 Area=1,996.38 Area Verde =350.41 Area=792.77 \A1;0.28 \A1;0.04 \A1;0.03 \A1;0.24 \A1;0.24 \A1;0.87 \A1;0.11 \A1;0.98 \A1;0.88 \A1;0.24 \A1;0.42 16.00 14 13 12 11 10 09 08 07 06 05 04 03 02 01 16.00 Area=144.00 16.00 19 18 \A1;0.31 \A1;0.32 \A1;0.32 7.00 7.00 7.00 7.00 7.00 25 26 27 28 29 30 31 32 33 34 35 36 24 7.00 7.00 \A1;0.64 7.00 \A1;0.64 7.00 7.00 7.00 7.00 7.00 7.00 7.00 7.00 \A1;0.64 7.00 17 16 15 \A1;0.64 \A1;0.64 \A1;0.64 20 7.00 \A1;0.64 21 7.00 \A1;0.64 22 7.00 \A1;0.64 7.00 7.00 7.00 7.00 7.00 7.00 7.00 7.00 7.00 7.00 7.00 7.00 7.00 23 7.00 \A1;0.64 7.00 \A1;0.64 7.00 \A1;0.64 7.00 \A1;0.64 \A1;0.64 \A1;0.64 01 7.00 09 08 07 06 05 04 03 02 7.00 7.00 7.00 7.00 7.00 7.00 7.00 7.00 10 7.00 11 7.00 12 7.00 13 7.00 14 7.00 25 26 27 28 29 30 31 32 33 34 35 36 24 7.00 7.00 7.00 7.00 7.00 7.00 7.00 7.00 \A1;0.64 7.00 \A1;0.64 7.00 \A1;0.64 7.00 \A1;0.64 7.00 19 18 17 16 15 \A1;0.64 \A1;0.64 \A1;0.33 \A1;0.33 \A1;0.33 \A1;0.64 20 7.00 \A1;0.64 21 7.00 \A1;0.64 22 7.00 \A1;0.64 7.00 7.00 7.00 7.00 7.00 7.00 7.00 7.00 7.00 7.00 7.00 7.00 7.00 23 7.00 \A1;0.64 7.00 \A1;0.64 7.00 \A1;0.64 7.00 \A1;0.64 \A1;0.64 \A1;0.64 \A1;0.64 \A1;0.64 \A1;0.64 01 7.00 09 08 07 06 05 04 03 02 7.00 7.00 7.00 7.00 7.00 7.00 7.00 7.00 10 7.00 11 7.00 12 7.00 13 7.00 14 7.00 Area=144.4260 Area=166.74 16.00 16.00 7.00 16.00 7.00 16.00 7.00 16.00 7.00 16.00 7.00 16.00 7.00 16.00 7.00 16.00 7.00 16.00 7.00 16.00 7.00 16.00 7.00 \A1;0.40 \A1;0.40 \A1;0.64 10 09 10.74 \A1;0.39 08 07 06 05 04 03 02 01 16.00 7.00 16.00 7.00 16.00 7.00 16.00 7.00 16.00 7.00 16.00 7.00 16.00 7.00 16.00 7.00 Area=117.34 Area=129.42 12 11 \A1;0.30 \A1;0.27 \A1;0.31 \A1;0.64 \A1;0.36 \A1;0.28 22 10 16.00 7.00 16.00 7.00 09 16.00 7.00 21 16.00 7.00 13 14 15 16 17 18 19 20 16.00 7.00 16.00 7.00 16.00 7.00 16.00 7.00 16.00 7.00 16.00 7.00 16.00 7.00 16.00 7.00 08 07 06 05 04 03 02 01 16.00 7.00 16.00 7.00 16.00 7.00 16.00 7.00 16.00 7.00 16.00 7.00 16.00 7.00 16.00 7.00 Area=130.00 Area=140.74 Area=157.05 09 16.00 7.00 21 16.00 7.00 12 11 10 13.10 12.00 20.00 6.50 6.55 20.00 6.60 17.85 7.43 13.10 13 14 15 16 17 18 19 20 16.00 7.00 16.00 7.00 16.00 7.00 16.00 7.00 16.00 7.00 16.00 7.00 16.00 7.00 16.00 7.00 08 07 06 05 04 03 02 01 16.00 7.00 16.00 7.00 16.00 7.00 16.00 7.00 16.00 7.00 16.00 7.00 16.00 7.00 16.00 7.00 08 07 06 05 04 03 02 01 16.00 7.00 16.00 7.00 16.00 7.00 16.00 7.00 16.00 7.00 16.00 7.00 16.00 7.00 16.00 7.00 N+1303 N+1302 N+1299 N+1291 N+1292 N+1292 N+1290 Sim nombre no. 405 Av. quetzal cALLE COROMORANES Toros Colimbos Moa calle grulla Araos calle vencejos calle loma de xalapa Arco sur Arco sur Arco sur P-1 drenaje sanitario 1:150 ESCALA: 15/enero/2016 1:20 EXPERIENCIA EDUCATIVA: ALUMNO: FECHA: COTAS: ESCALA: PLANO: PLANO: M2 DE CONSTRUCCIÓN: SUPERFICIE DEL TERRENO: INGENIERIA URBANA JUAN DANIEL PARRA LOPEZ ARCO SUR, XALAPA, VERACRUZ\H1.44x; LOCALIZACION FACULTAD DE ARQUITECTURA UNIVERSIDAD VERACRUZANA FRACCIONAMIENTO DE INTERES SOCIAL 5 5 5 D-6 N.T.N+1294.67 N.P+1294.17 N.R.H+1289.76 H=4.41 A-5 N.T.N+1296.44 N.P+1296.20 N.R.H+1290.42 H=5.78 72.10-10-200 66.92-10-200 D-4 N.T.N+1290 N.P+1294.88 N.R.H+1290.30 H=4.58 72.25-10-200 66.96-10-200 A-3 N.T.N+1295.89 N.P+1296.20 N.R.H+1290.96 H=5.24 N.T.N+1294.77 N.P+1295.12 N.R.H+1290.71 H=4.41 78.11-10-200 D-2 78.38-10-200 N.T.N+1296.50 N.P+1296.34 N.R.H+1290.89 H=5.45 41.31-10-200 B-2 N.T.N+1297.50 N.P+1297.37 N.R.H+1291.56 H=5.81 C-2 N.T.N+1295 N.P+1295.30 N.R.H+1291.34 H=3.96 D-1 N.T.N+1293.36 N.P+1293.29 N.R.H+1290.95 H=2.34 67.06-10-200 66.96-10-200

Language	Spanish
Drawing Type	Block
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, block, data, drainage, DWG, fractionation, general, kläranlage, location, manholes, pipe, Sanitary, sewer, treatment plant