Sewer Network DWG Block for AutoCAD

Sewer Network DWG Block for AutoCAD

RED SEWER PIPE PAD

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

Elastomeric packing, Pvc tube, Breaststroke, Concrete base, tube, plant, tube, Vsita well wall, Pipes of cms. diameter, Well with terraced fall, cut, For m. M. M., Those indicated in another unit., The dimensions are in except, For m. M. M., Acot. In meters, variable, Fall height, Sand bed, variable, Rod steps, Medium density polyethylene cap, mixture, Brick block rope, Mixed together, Flattened mixture, With volume stabilizer additive, Grout in the metal, Polished finish, Flattened mixture, Sartorial finish, With waterproofing, integral, Filter concrete pipe, Cfe, All dimensions are in meters, manhole, Cast of, Wall template, effluent, Influential, Elevation of, pavement, Influential, Max., See detail of brocal tapa, graphic scale, in meters, Filler detail in trench, Concrete pipe with gasket of cms of diam., Camp filling, Cms layer padding, Template with bench material, Product of excavation, Cm. Up of pipe spine, thickness, elevation, embankment, cut, Drag, ground, Profile drainage timilpan, Horizontal scale, Vertical scale, existing, Cms, Health profile, Terrain profile, Symbology health profile, Location number of well, profile, Existing bench, manhole, lamppost, Hydraulic concrete, Of project, Asphalt mixture, existing, Telephone pole, Rain gauge fo. Fo., San andres timilpan municipality, Construction of drainage in the community of, do not. Single work, February, scale, graph, draft, scale, key, work direction, Municipal public, Sketch of, date, the mayor, Arq., drawing, Municipal public, Director of works, Location, Government of, Mexico state, Symbology, Road timilpan jilotepec, Square hidalgo, Avenue francisco madero, May Lane, Private entrance, Mariano Abasolo, Miranda cesareo, Sup Approx., Road ocampo area, Property in not doing any processing, Avenue francisco madero, Alcantara monroy facundo, Iii, Primary gral. Ignacio zaragoza, Conasupo ejidal, Melchor, Road timilpan jilotepec, Square hidalgo, Avenue francisco madero, May Lane, Private entrance, Mariano Abasolo, Miranda cesareo, Sup Approx., Road ocampo area, Property in not doing any processing, Avenue francisco madero, Alcantara monroy facundo, Iii, Primary gral. Ignacio zaragoza, Conasupo ejidal, Melchor, Single concrete pipe with cms seal. Of diam., Cms pad pipe. Of diam., Geometric plant, Construction of drainage in the community of, do not. Single work, February, scale, graph, draft, scale, key, work direction, Municipal public, Sketch of, date, the mayor, drawing, Municipal public, Director of works, Location, Government of, Mexico state, Road timilpan jilotepec, Square hidalgo, Avenue francisco madero, May Lane, Private entrance, Mariano Abasolo, Miranda cesareo, Sup Approx., Road ocampo area, Property in not doing any processing, Avenue francisco madero, Alcantara monroy facundo, Iii, Primary gral. Ignacio zaragoza, Conasupo ejidal, Melchor, Road timilpan jilotepec, Square hidalgo, Avenue francisco madero, May Lane, Private entrance, Mariano Abasolo, Miranda cesareo, Sup Approx., Road ocampo area, Property in not doing any processing, Avenue francisco madero, Alcantara monroy facundo, Iii, Primary gral. Ignacio zaragoza, Conasupo ejidal, Melchor, Symbology, Existing sanitary drainage well, Property limit, Existing trim, Telephone pole, lamppost, Rainwater log, Record of drinking water, telephone booth, tree, Existing sanitary sewer line, Electrification line, bridge, vehicular bridge, Purla riverbed, Flower beds, Sanitary drainage line with pipe tube, Line of sanitary drainage with concrete tube of cms of diam., Simple concrete pipe, Cms pad pipe. Of diam., With hermetically sealed cms. Of diam., Construction table, side, distance, course, its T

Raw text data extracted from CAD file:

1,60 1,12 3,31 5,52 1,88 2,45 2,52 0,97 3,22 5,45 5,43 1,85 1,16 1,20 3,01 0,91 0,53 1,53 2,65 0,99 1,31 1,45 4,15 2,20 3,03 EMPAQUE ELASTOMERICO TUBO DE PVC 8" O DE PIEDRA BRAZA BASE CONCRETO F´c=150 KG/CM2 TUBO 24" PLANTA D D TUBO 8" TUBO 24" TUBO 24" MURO POZO DE VSITA TUBERIAS DE 60 CMS. DE DIAMETRO POZO CON CAIDA ADOSADA CORTE D-D PARA "d" DE 0.20 M. A 0.60 M. D=1.20 M. LAS INDICADAS EN OTRA UNIDAD. LAS ACOTACIONES ESTAN EN METROS, EXCEPTO PARA "d" DE 0.76 M. A 1.07 M. D=1.50 M. NOTAS.- S/E ACOT. EN MTS 0.40 VARIABLE VARIABLE D ALTURA DE CAÍDA ADOSADA 0.32 0.50 0.50 0.10 CAMA DE ARENA VARIABLE 0.40 0.15 A 0.20 d ESCALONES VARILLA 1/2" BROCAL Y TAPA DE POLIETILENO MEDIA DENSIDAD MEZCLA CEMENTO-ARENA LADRILLO O BLOCK A SOGA JUNTEADO CON MEZCLA CEMENTO-ARENA 1:3 APLANADO MEZCLA CEMENTO-ARENA 1:3 CON ADITIVO ESTABILIZADOR DE VOLUMEN O GROUT NO METALICO ACABADO PULIDO APLANADO MEZCLA CEMENTO-ARENA 1:3 ACABADO SARPEADO CON IMPERMEABILIZANTE INTEGRAL TUBO DE CONCRETO DE 4" PARA FILTRO C CFE M TODAS LAS ACOTACIONES SON EN METROS POZO DE VISITA COLADO DE PLANTILLA Y MUROS EFLUENTE 5 0.76 A 1.07 0.15 1.50 0.20 0.05 2.40 2.10 0.20 INFLUENTE 5 8 ELEVACION DE PAVIMENTO 5 INFLUENTE 3 7 8 0.28 6 0.05 0.91 0.10 0.60 MAX. 4 VER DETALLE DE BROCAL Y TAPA 1 2 ESCALA GRAFICA 1:1000 ( EN METROS ) 0 20 40 60 80 100 \A1;0.30 DETALLE DE RELLENO EN ZANJA TUBERIA DE CONCRETO CON JUNTA HERMETICA DE 30 CMS DE DIAM. RELLENO CAMPACTADO RELLENO EN CAPAS DE 20 CMS PLANTILLA CON MATERIAL DE BANCO O PRODUCTO DE LA EXCAVACION -2198920.227094253 30 CM. ARRIBA DE LOMO DE TUBERIA 170 165 160 155 150 145 140 135 130 125 120 115 110 105 100 95 90 85 80 ESPESOR ELEVACION TERRAPLEN CORTE ARRASTRE TERRENO Perfil Drenaje Zaragoza, Timilpan ESCALA HORIZONTAL 1 : 1000 ESCALA VERTICAL 1 : 1000 0+000.00 96.36 95.60 0.76 0+010.00 96.94 95.62 1.32 0+020.00 97.84 95.65 2.19 0+030.00 98.00 95.67 2.33 0+040.00 98.44 95.70 2.74 0+050.00 98.86 95.72 3.14 0+060.00 99.56 95.75 3.82 0+070.00 100.13 95.77 4.36 0+080.00 100.76 95.80 4.96 0+090.00 100.97 95.82 5.15 0+100.00 101.12 95.85 5.27 0+110.00 100.12 95.87 4.25 0+120.00 99.13 95.90 3.23 0+130.00 98.55 95.92 2.63 0+140.00 97.98 95.95 2.03 0+150.00 97.79 95.97 1.82 0+160.00 97.60 96.00 1.60 0+170.00 97.70 96.02 1.68 0+180.00 98.44 97.30 1.14 0+190.00 99.42 97.90 1.52 0+200.00 100.40 98.50 1.90 0+210.00 101.34 99.10 2.24 0+220.00 102.34 100.93 1.41 0+230.00 103.25 101.53 1.72 0+240.00 104.16 102.13 2.03 0+250.00 105.04 102.73 2.31 0+260.00 104.86 104.82 0.03 0+270.00 105.58 105.80 0.22 0+280.00 106.40 106.79 0.39 0+290.00 108.05 109.41 1.36 0+300.00 110.15 111.51 1.36 0+310.00 112.10 111.71 0.38 0+320.00 113.46 112.65 0.81 0+330.00 114.77 113.69 1.08 0+340.00 115.92 114.73 1.19 0+350.00 116.86 115.77 1.09 0+360.00 118.01 116.81 1.20 0+370.00 120.92 120.05 0.87 0+380.00 124.40 124.54 0.14 0+390.00 127.91 128.50 0.59 0+400.00 130.12 132.42 2.30 0+410.00 133.10 134.65 1.55 0+420.00 136.40 136.87 0.48 0+430.00 139.20 139.73 0.53 0+440.00 141.57 141.57 0.00 0+450.00 142.98 143.58 0.60 0+460.00 145.78 143.78 2.00 0+470.00 150.41 149.00 1.41 0+480.00 152.11 152.18 0.08 0+490.00 154.40 154.18 0.22 0+500.00 155.28 154.38 0.90 0+506.40 156.01 154.51 1.50 Existente 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 5 5 5 5 5 5 5 5 EST=0+049.35 EST=0+098.71 EST=0+170.00 EST=0+210.00 EST=0+250.00 EST=0+268.76 5 5 5 5 5 5 EST=0+299.80 EST=0+319.60 EST=0+360.10 5 5 5 5 5 5 5 5 5 A. Corte=15.26m2 A. Corte=5.30m2 A. Corte=11.90m2 A. Corte=6.83m2 A. Corte=0.29m2 A. Corte=0.08m2 A. Corte=0.93m2 EST=0+370.10 EST=0+383.60 EST=0+398.50 EST=0+421.40 EST=0+431.60 EST=0+446.90 EST=0+460.00 EST=0+472.40 EST=0+487.90 EST=0+506.40 EST=0+284.80 5 5 170.00m-0.5%-30cms 40.00m-6.0%-30cms 40.00m-6.0%-30cms 34.80m-9.82%-30cms 15.00m-2.0%-30cms 19.80m-2.0%-30cms 40.50m-10.4148 % -30cms 10.00m-6.0%-30cms 13.50m-26.84%-30cms 14.90m-18.70%-30cms 22.90m-22.24%-30cms 10.20m-8.70%-30cms 15.30m-2.39%-30cms 13.10m-2.0%-30cms 12.40m-22.15%-30cms 15.50m - 2.0% - 30 cms 18.50m - 2.0% - 30 cms PERFIL SANITARIO PERFIL DEL TERRENO SIMBOLOGIA PERFIL SANITARIO 1 UBICACION Y NUMERO DE POZO PL-DS-TIM-16 PERFIL BANQUETA EXISTENTE POZO DE VISITA POSTE DE LUZ CONCRETO HIDRAULICO DE PROYECTO MEZCLA ASFALTICA EXISTENTE POSTE DE TELEFONO COLADERA PLUVIAL Fo. Fo. 60 X 40cm. C/BISAGRA @ 40Mts. MUNICIPIO SAN ANDRES TIMILPAN CONSTRUCCION DE DRENAJE SANITARIO, EN LA COMUNIDAD DE S/E No. UNICO DE OBRA FEBRERO 2016 ESCALA GRAFICA : P L A N O : PROYECTO : ESCALA : CLAVE : DIRECCION DE OBRAS PUBLICAS MUNICIPALES N O R T E : CROQUIS DE L O C A L I Z A C I O N : FECHA : PRESIDENTE MUNICIPAL ARQ. DIBUJO : PUBLICAS MUNICIPALES DIRECTOR DE OBRAS UBICACION : GOBIERNO DEL ESTADO DE MEXICO SIMBOLOGIA 0 1.0 5.0 10.0 20.0 40.0 2 1 3 8 4 5 005-0006-D 005-0001-D 005-0017-D 005-0039-D 005-0020-D 005-0040-D 4 4 3 8 9 10 10 5 2 2 2 6 6 3 7 6 1 1 6 6 2 2 1 7 5 C A L L E S / N CARRETERA TIMILPAN - JILOTEPEC D E L S O L C A L L E J O N A N T O N I O V E L E Z C A R R A N Z A V E N U S T I A N O C A L L E C O N S T I T U C I O N D E 1 9 1 7 M E L C H O R O C A M P O PLAZA HIDALGO AVENIDA FRANCISCO I MADERO F R A N C I S C O J A V I E R M I N A I G N A C I O Z A R A G O Z A C A L L E C O N S T I T U C I O N D E 1 9 1 7 A L D A M A M E L C H O R O C A M P O CALLEJON 5 DE MAYO CALLEJON 1o. DE MAYO A L D A M A C A L L E S I N N O M B R E ENTRADA PRIVADA R I O S / N R I O S / N R I O S / N P A N T E O N A L D A M A M E L C H O R O C A M P O C A L L E S I N N O M B R E C A L L E S I N N O M B R E C A L L E S I N N O M B R E C A L E S I N N O M B R E MARIANO ABASOLO R I O S / N 3 008-0001-D 008-0002-D 008-0003-D 008-0019-D 008-0007-D 008-0018-D 008-0020-D 008-0006-D 008-0018-D 008-0010-D 008-0013-D 008-0011-D 008-0013-D 008-0012-D 008-0012-D 0008-D 004-0002-D 004-0010-D 004-0003-D 004-0013-D 004-0015-D 004-0001-D 004-0006-D 005-0025-D 005-0008-D 005-0021-D 4 9 5 6 8 4 3 2 1 28 29 8 23 30 15 27 17 19 20 2 21 16 2 1 3 18 9 7 5 7 26 24 25 45 1 01 01 01 1 40 32 01 08 1 3 5 2 5 6 7 15 6 2 31 33 1 8 1 8 02 0 18 50 2 3 7 7 15 12 39 37 8 09 3 46 22 42 47 18 100 12 7 10 8 3 10 22 08 000 000 13 14 0000 12 15 8 9 20 17 11 18 5 4 4 3 26 8 14 MIRANDA CESAREO 005-00-I 16 20 2030.82 SUP. APROX. 34.00 16.00 30.15 R I O CAMINO A BARRIO OCAMPO C A L L E S I N N O M B R E C A L L E S I N N O M B R E C A L L E S I N N O M B R E 4 4 6 5 C A R R E T E R A T I M I L P A N - J I L O T E P E C 3 005-0003-M 005-0021-D PREDIO EN CONFLICTO, NO REALIZAR NINGUN TRAMITE AVENIDA FRANCISCO I MADERO ALCANTARA MONROY FACUNDO 200 EC2 112.00 ML EC2 318.00 ML 005-0021-D III 004-0001-D 9.00 400.00 110.00 100.00 100.00 100.00 120 120 60 60 60 60 30 70 85 16 70 100 32. 00 507979 ESC.PRIMARIA GRAL. IGNACIO ZARAGOZA CONASUPO EJIDAL 30 melchor 30 60 30 70 2 1 3 8 4 5 005-0006-D 005-0001-D 005-0017-D 005-0039-D 005-0020-D 005-0040-D 4 4 3 8 9 10 10 5 2 2 2 6 6 3 7 6 1 1 6 6 2 2 1 7 5 C A L L E S / N CARRETERA TIMILPAN - JILOTEPEC D E L S O L C A L L E J O N A N T O N I O V E L E Z C A R R A N Z A V E N U S T I A N O C A L L E C O N S T I T U C I O N D E 1 9 1 7 M E L C H O R O C A M P O PLAZA HIDALGO AVENIDA FRANCISCO I MADERO F R A N C I S C O J A V I E R M I N A I G N A C I O Z A R A G O Z A C A L L E C O N S T I T U C I O N D E 1 9 1 7 A L D A M A M E L C H O R O C A M P O CALLEJON 5 DE MAYO CALLEJON 1o. DE MAYO A L D A M A C A L L E S I N N O M B R E ENTRADA PRIVADA R I O S / N R I O S / N R I O S / N P A N T E O N A L D A M A M E L C H O R O C A M P O C A L L E S I N N O M B R E C A L L E S I N N O M B R E C A L L E S I N N O M B R E C A L E S I N N O M B R E MARIANO ABASOLO R I O S / N 3 008-0001-D 008-0002-D 008-0003-D 008-0019-D 008-0007-D 008-0018-D 008-0020-D 008-0006-D 008-0018-D 008-0010-D 008-0013-D 008-0011-D 008-0013-D 008-0012-D 008-0012-D 0008-D 004-0002-D 004-0010-D 004-0003-D 004-0013-D 004-0015-D 004-0001-D 004-0006-D 005-0025-D 005-0008-D 005-0021-D 4 9 5 6 8 4 3 2 1 28 29 8 23 30 15 27 17 19 20 2 21 16 2 1 3 18 9 7 5 7 26 24 25 45 1 01 01 01 1 40 32 01 08 1 3 5 2 5 6 7 15 6 2 31 33 1 8 1 8 02 0 18 50 2 3 7 7 15 12 39 37 8 09 3 46 22 42 47 18 100 12 7 10 8 3 10 22 08 000 000 13 14 0000 12 15 8 9 20 17 11 18 5 4 4 3 26 8 14 MIRANDA CESAREO 005-00-I 16 20 2030.82 SUP. APROX. 34.00 16.00 30.15 R I O CAMINO A BARRIO OCAMPO C A L L E S I N N O M B R E C A L L E S I N N O M B R E C A L L E S I N N O M B R E 4 4 6 5 C A R R E T E R A T I M I L P A N - J I L O T E P E C 3 005-0003-M 005-0021-D PREDIO EN CONFLICTO, NO REALIZAR NINGUN TRAMITE AVENIDA FRANCISCO I MADERO ALCANTARA MONROY FACUNDO 200 60 60 60 70 EC2 112.00 ML EC2 318.00 ML 005-0021-D III 004-0001-D 9.00 400.00 110.00 100.00 100.00 100.00 120 120 60 30 16 70 85 ESC.PRIMARIA GRAL. IGNACIO ZARAGOZA CONASUPO EJIDAL 100 melchor 32. 00 507979 30 30 70 30 60 TUBERIA DE CONCRETO SIMPLE CON JUNTA HERMETICA DE 30 CMS. DE DIAM. TUBERIA PAD DE 30 CMS. DE DIAM. 14.90m 22.90m 14.90m 22.90m 15.30m 15.50m 18.50m 49.35m 14.90m 22.90m 15.30m 15.50m 18.50m 49.35m 49.36m 71.29m 40.00m 40.00m 34.80m 15.00m 19.80m 40.50m 10.00m 13.50m 14.90m 22.90m 10.20m 15.30m 13.10m 12.40m 15.50m 18.50m Y=2,198,800 Y=2,198,820 Y=2,198,840 Y=2,198,860 Y=2,198,880 Y=2,198,900 Y=2,198,920 Y=2,198,940 Y=2,198,960 Y=2,198,980 Y=2,199,000 Y=2,199,020 Y=2,199,040 Y=2,199,060 Y=2,199,080 Y=2,199,100 Y=2,199,120 Y=2,199,140 X=420,080 X=420,100 X=420,120 X=420,140 X=420,160 X=420,180 X=420,200 X=420,220 X=420,240 X=420,260 X=420,280 X=420,300 X=420,320 X=420,340 X=420,360 X=420,380 PL-PG-DS-TIM-16 PLANTA GEOMETRICA CONSTRUCCION DE DRENAJE SANITARIO, EN LA COMUNIDAD DE S/E No. UNICO DE OBRA FEBRERO 2016 ESCALA GRAFICA : P L A N O : PROYECTO : ESCALA : CLAVE : DIRECCION DE OBRAS PUBLICAS MUNICIPALES N O R T E : CROQUIS DE L O C A L I Z A C I O N : FECHA : PRESIDENTE MUNICIPAL DIBUJO : PUBLICAS MUNICIPALES DIRECTOR DE OBRAS UBICACION : GOBIERNO DEL ESTADO DE MEXICO 0 1.0 5.0 10.0 20.0 40.0 2 1 3 8 4 5 005-0006-D 005-0001-D 005-0017-D 005-0039-D 005-0020-D 005-0040-D 4 4 3 8 9 10 10 5 2 2 2 6 6 3 7 6 1 1 6 6 2 2 1 7 5 C A L L E S / N CARRETERA TIMILPAN - JILOTEPEC D E L S O L C A L L E J O N A N T O N I O V E L E Z C A R R A N Z A V E N U S T I A N O C A L L E C O N S T I T U C I O N D E 1 9 1 7 M E L C H O R O C A M P O PLAZA HIDALGO AVENIDA FRANCISCO I MADERO F R A N C I S C O J A V I E R M I N A I G N A C I O Z A R A G O Z A C A L L E C O N S T I T U C I O N D E 1 9 1 7 A L D A M A M E L C H O R O C A M P O CALLEJON 5 DE MAYO CALLEJON 1o. DE MAYO A L D A M A C A L L E S I N N O M B R E ENTRADA PRIVADA R I O S / N R I O S / N R I O S / N P A N T E O N A L D A M A M E L C H O R O C A M P O C A L L E S I N N O M B R E C A L L E S I N N O M B R E C A L L E S I N N O M B R E C A L E S I N N O M B R E MARIANO ABASOLO R I O S / N 3 008-0001-D 008-0002-D 008-0003-D 008-0019-D 008-0007-D 008-0018-D 008-0020-D 008-0006-D 008-0018-D 008-0010-D 008-0013-D 008-0011-D 008-0013-D 008-0012-D 008-0012-D 0008-D 004-0002-D 004-0010-D 004-0003-D 004-0013-D 004-0015-D 004-0001-D 004-0006-D 005-0025-D 005-0008-D 005-0021-D 4 9 5 6 8 4 3 2 1 28 29 8 23 30 15 27 17 19 20 2 21 16 2 1 3 18 9 7 5 7 26 24 25 45 1 01 01 01 1 40 32 01 08 1 3 5 2 5 6 7 15 6 2 31 33 1 8 1 8 02 0 18 50 2 3 7 7 15 12 39 37 8 09 3 46 22 42 47 18 100 12 7 10 8 3 10 22 08 000 000 13 14 0000 12 15 8 9 20 17 11 18 5 4 4 3 26 8 14 MIRANDA CESAREO 005-00-I 16 20 2030.82 SUP. APROX. 34.00 16.00 30.15 R I O CAMINO A BARRIO OCAMPO C A L L E S I N N O M B R E C A L L E S I N N O M B R E C A L L E S I N N O M B R E 4 4 6 5 C A R R E T E R A T I M I L P A N - J I L O T E P E C 3 005-0003-M 005-0021-D PREDIO EN CONFLICTO, NO REALIZAR NINGUN TRAMITE AVENIDA FRANCISCO I MADERO ALCANTARA MONROY FACUNDO 200 EC2 112.00 ML EC2 318.00 ML 005-0021-D III 004-0001-D 9.00 400.00 110.00 100.00 100.00 100.00 120 120 60 60 60 60 30 70 85 16 70 100 32. 00 507979 ESC.PRIMARIA GRAL. IGNACIO ZARAGOZA CONASUPO EJIDAL 30 melchor 30 60 30 70 2 1 3 8 4 5 005-0006-D 005-0001-D 005-0017-D 005-0039-D 005-0020-D 005-0040-D 4 4 3 8 9 10 10 5 2 2 2 6 6 3 7 6 1 1 6 6 2 2 1 7 5 C A L L E S / N CARRETERA TIMILPAN - JILOTEPEC D E L S O L C A L L E J O N A N T O N I O V E L E Z C A R R A N Z A V E N U S T I A N O C A L L E C O N S T I T U C I O N D E 1 9 1 7 M E L C H O R O C A M P O PLAZA HIDALGO AVENIDA FRANCISCO I MADERO F R A N C I S C O J A V I E R M I N A I G N A C I O Z A R A G O Z A C A L L E C O N S T I T U C I O N D E 1 9 1 7 A L D A M A M E L C H O R O C A M P O CALLEJON 5 DE MAYO CALLEJON 1o. DE MAYO A L D A M A C A L L E S I N N O M B R E ENTRADA PRIVADA R I O S / N R I O S / N R I O S / N P A N T E O N A L D A M A M E L C H O R O C A M P O C A L L E S I N N O M B R E C A L L E S I N N O M B R E C A L L E S I N N O M B R E C A L E S I N N O M B R E MARIANO ABASOLO R I O S / N 3 008-0001-D 008-0002-D 008-0003-D 008-0019-D 008-0007-D 008-0018-D 008-0020-D 008-0006-D 008-0018-D 008-0010-D 008-0013-D 008-0011-D 008-0013-D 008-0012-D 008-0012-D 0008-D 004-0002-D 004-0010-D 004-0003-D 004-0013-D 004-0015-D 004-0001-D 004-0006-D 005-0025-D 005-0008-D 005-0021-D 4 9 5 6 8 4 3 2 1 28 29 8 23 30 15 27 17 19 20 2 21 16 2 1 3 18 9 7 5 7 26 24 25 45 1 01 01 01 1 40 32 01 08 1 3 5 2 5 6 7 15 6 2 31 33 1 8 1 8 02 0 18 50 2 3 7 7 15 12 39 37 8 09 3 46 22 42 47 18 100 12 7 10 8 3 10 22 08 000 000 13 14 0000 12 15 8 9 20 17 11 18 5 4 4 3 26 8 14 MIRANDA CESAREO 005-00-I 16 20 2030.82 SUP. APROX. 34.00 16.00 30.15 R I O CAMINO A BARRIO OCAMPO C A L L E S I N N O M B R E C A L L E S I N N O M B R E C A L L E S I N N O M B R E 4 4 6 5 C A R R E T E R A T I M I L P A N - J I L O T E P E C 3 005-0003-M 005-0021-D PREDIO EN CONFLICTO, NO REALIZAR NINGUN TRAMITE AVENIDA FRANCISCO I MADERO ALCANTARA MONROY FACUNDO 200 60 60 60 70 EC2 112.00 ML EC2 318.00 ML 005-0021-D III 004-0001-D 9.00 400.00 110.00 100.00 100.00 100.00 120 120 60 30 16 70 85 ESC.PRIMARIA GRAL. IGNACIO ZARAGOZA CONASUPO EJIDAL 100 melchor 32. 00 507979 30 30 70 30 60 0+000.00 0+010.00 0+020.00 0+030.00 0+040.00 0+050.00 0+060.00 0+070.00 0+080.00 0+090.00 0+100.00 0+110.00 0+120.00 0+130.00 0+140.00 0+150.00 0+160.00 0+170.00 0+180.00 0+190.00 0+200.00 0+210.00 0+220.00 0+230.00 0+240.00 0+250.00 0+260.00 0+270.00 0+280.00 0+290.00 0+300.00 0+310.00 0+320.00 0+330.00 0+340.00 0+350.00 0+360.00 0+370.00 0+380.00 0+390.00 0+400.00 0+410.00 0+420.00 0+430.00 0+440.00 0+450.00 0+460.00 0+470.00 0+480.00 0+490.00 0+500.00 0+506.40 0+049.35 0+098.71 0+284.80 0+299.80 0+319.60 0+360.10 0+383.60 0+431.60 0+487.90 0+370.10 PV-EXISTENTE 2 1 3 4 5 6 7 8 9 10 11 12 13 14 15 16 18 19 20 17 SIMBOLOGIA POZO DE VISITA DE DRENAJE SANITARIO EXISTENTE LIMITE DE PROPIEDADES GUARNICION EXISTENTE POSTE DE TELEFONO POSTE DE LUZ REGISTRO DE AGUA PLUVIL REGISTRO DE AGUA POTABLE CASETA TELEFONICA ARBOL LINEA DE DRENAJE SANITARIO EXISTENTE LINEA DE ELECTRIFICACION PUENTE PUENTE VEHICULAR CAUCE DEL RIO PURLA ARRIATES O JARDINERAS LINEA DE DRENAJE SANITARIO CON TUBO PAD 12" LINEA DE DRENAJE SANITARIO CON TUBO DE CONCRETO DE 30 CMS DE DIAM. TUBERIA DE CONCRETO SIMPLE TUBERIA PAD DE 30 CMS. DE DIAM. CON JUNTA HERMETICA DE 30 CMS. DE DIAM. 49.35m-0.5%-30cms 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 CUADRO DE CONSTRUCCION LADO C O O R D E N A D A S DISTANCIA RUMBO V EST PV Y X 1 2,199,115.9247 420,361.9632 1 2 N 90°00'00" W 49.350 2 2,199,115.9247 420,312.6132 2 3 S 59°40'19.62" W 49.361 3 2,199,090.9999 420,270.0070 3 4 S 22°02'10.82" E 71.290 4 2,199,024.9179 420,296.7547 4 5 S 30°00'47.15" W 40.000 5 2,198,990.2815 420,276.7467 5 6 S 11°11'07.39" W 40.000 6 2,198,951.0413 420,268.9874 6 7 S 00°00'00" E 34.800 7 2,198,916.2413 420,268.9874 7 8 S 17°21'06.52" W 15.000 8 2,198,901.9239 420,264.5138 8 9 S 60°54'37.01" W 19.800 9 2,198,892.2976 420,247.2114 9 10 S 71°12'24.78" W 40.500 10 2,198,879.2504 420,208.8705 10 11 S 00°00'00" E 10.000 11 2,198,869.2504 420,208.8705 11 12 S 71°03'09.17" W 13.500 12 2,198,864.8669 420,196.1020 12 13 S 46°10'26.50" W 14.900 13 2,198,854.5491 420,185.3525 13 14 S 47°54'07.58" W 22.900 14 2,198,839.1970 420,168.3606 14 15 S 45°48'35.88" W 10.200 15 2,198,832.0872 420,161.0469 15 16 S 83°13'08.26" W 15.300 16 2,198,830.2806 420,145.8539 16 17 S 76°05'16.14" W 13.100 17 2,198,827.1309 420,133.1382 17 18 S 72°04'09.05" W 12.400 18 2,198,823.3134 420,121.3405 18 19 S 72°02'43.73" W 15.500 19 2,198,818.5353 420,106.5953 19 20 S 60°30'50.41" W 18.492 20 2,198,809.4332 420,090.4982 Y=2,199,160 49.36m-0.5%-30cms 71.29-0.5%-30cms 40.00m-6.0%-30cms 40.00m-6.0%-30cms 38.40m-9.82%-30cms 15.00m-2.0%-30cms 19.80m-2.0%-30cms 40.50m-20.41%-30cms 10.00-6.0%-30cms 13.50m-26.84%-30cms 14.90m-18.70%-30cms 22.90m-22.24%-30cms 10.20m-8.70%-30cms 15.30m-2.39%-30cms 13.10m-2.0%-30cms 12.40m-22.25%-30cms 15.50m-2.0%-30cms 18.50m-2.0%-30cms

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

Elastomeric packing, Pvc tube, Breaststroke, Concrete base, tube, plant, tube, Vsita well wall, Pipes of cms. diameter, Well with terraced fall, cut, For m. M. M., Those indicated in another unit., The dimensions are in except, For m. M. M., Acot. In meters, variable, Drop height, Sand bed, variable, Rod steps, Medium density polyethylene cap, mixture, Brick block rope, Mixed together, Flattened mixture, With volume stabilizer additive, Grout in the metal, Polished finish, Flattened mixture, Sartorial finish, With waterproofing, integral, Filter concrete pipe, Cfe, All dimensions are in meters, manhole, Cast of, Wall template, effluent, Influential, Elevation of, pavement, Influential, Max., See detail of brocal tapa, graphic scale, in meters, Filler detail in trench, Concrete pipe with gasket of cms of diam., Camp stuffing, Cms layer fill, Template with bench material, Product of excavation, Cm. Up of pipe spine, thickness, elevation, embankment, cut, Drag, ground, Profile drainage timilpan, Horizontal scale, Vertical scale, existing, Cms, Health profile, Terrain profile, Symbology health profile, Location number of well, profile, Existing bench, manhole, lamppost, Hydraulic concrete, Of project, Asphalt mixture, existing, Telephone pole, Rain gauge fo. Fo., San andres timilpan municipality, Construction of drainage in the community of, do not. Single work, February, scale, graph, draft, scale, key, work direction, Municipal public, Sketch of, date, the mayor, Arq., drawing, Municipal public, Construction manager, Location, Government of, Mexico state, Symbology, Road timilpan jilotepec, Square hidalgo, Avenue francisco madero, May Lane, Private entrance, Mariano abasolo, Miranda cesareo, Sup Approx., Road ocampo area, Property in not doing any processing, Avenue francisco madero, Alcantara monroy facundo, Iii, Primary school gral. Ignacio zaragoza, Conasupo ejidal, Melchor, Road timilpan jilotepec, Square hidalgo, Avenue francisco madero, May Lane, Private entrance, Mariano abasolo, Miranda cesareo, Sup Approx., Road ocampo area, Property in not doing any processing, Avenue francisco madero, Alcantara monroy facundo, Iii, Primary school gral. Ignacio zaragoza, Conasupo ejidal, Melchor, Single concrete pipe with cms seal. Of diam., Cms pad pipe. Of diam., Geometric plant, Construction of drainage in the community of, do not. Single work, February, scale, graph, draft, scale, key, work direction, Municipal public, Sketch of, date, the mayor, drawing, Municipal public, Construction manager, Location, Government of, Mexico state, Road timilpan jilotepec, Square hidalgo, Avenue francisco madero, May Lane, Private entrance, Mariano abasolo, Miranda cesareo, Sup Approx., Road ocampo area, Property in not doing any processing, Avenue francisco madero, Alcantara monroy facundo, Iii, Primary school gral. Ignacio zaragoza, Conasupo ejidal, Melchor, Road timilpan jilotepec, Square hidalgo, Avenue francisco madero, May Lane, Private entrance, Mariano abasolo, Miranda cesareo, Sup Approx., Road ocampo area, Property in not doing any processing, Avenue francisco madero, Alcantara monroy facundo, Iii, Primary school gral. Ignacio zaragoza, Conasupo ejidal, Melchor, Symbology, Existing sanitary drainage well, Property limit, Existing trim, Telephone pole, lamppost, Water register, Record of drinking water, telephone booth, tree, Existing sanitary sewer line, Electrification line, bridge, vehicular bridge, Purla riverbed, Flower beds, Line of sanitary drainage with pipe tube, Line of sanitary drainage with concrete tube of cms of diam., Simple concrete pipe, Cms pad pipe. Of diam., With hermetically sealed cms. Of diam., Construction table, side, distance, course, its T

Raw text data extracted from CAD file:

1,60 1,12 3,31 5,52 1,88 2,45 2,52 0,97 3,22 5,45 5,43 1,85 1,16 1,20 3,01 0,91 0,53 1,53 2,65 0,99 1,31 1,45 4,15 2,20 3,03 EMPAQUE ELASTOMERICO TUBO DE PVC 8" O DE PIEDRA BRAZA BASE CONCRETO F´c=150 KG/CM2 TUBO 24" PLANTA D D TUBO 8" TUBO 24" TUBO 24" MURO POZO DE VSITA TUBERIAS DE 60 CMS. DE DIAMETRO POZO CON CAIDA ADOSADA CORTE D-D PARA "d" DE 0.20 M. A 0.60 M. D=1.20 M. LAS INDICADAS EN OTRA UNIDAD. LAS ACOTACIONES ESTAN EN METROS, EXCEPTO PARA "d" DE 0.76 M. A 1.07 M. D=1.50 M. NOTAS.- S/E ACOT. EN MTS 0.40 VARIABLE VARIABLE D ALTURA DE CAÍDA ADOSADA 0.32 0.50 0.50 0.10 CAMA DE ARENA VARIABLE 0.40 0.15 A 0.20 d ESCALONES VARILLA 1/2" BROCAL Y TAPA DE POLIETILENO MEDIA DENSIDAD MEZCLA CEMENTO-ARENA LADRILLO O BLOCK A SOGA JUNTEADO CON MEZCLA CEMENTO-ARENA 1:3 APLANADO MEZCLA CEMENTO-ARENA 1:3 CON ADITIVO ESTABILIZADOR DE VOLUMEN O GROUT NO METALICO ACABADO PULIDO APLANADO MEZCLA CEMENTO-ARENA 1:3 ACABADO SARPEADO CON IMPERMEABILIZANTE INTEGRAL TUBO DE CONCRETO DE 4" PARA FILTRO C CFE M TODAS LAS ACOTACIONES SON EN METROS POZO DE VISITA COLADO DE PLANTILLA Y MUROS EFLUENTE 5 0.76 A 1.07 0.15 1.50 0.20 0.05 2.40 2.10 0.20 INFLUENTE 5 8 ELEVACION DE PAVIMENTO 5 INFLUENTE 3 7 8 0.28 6 0.05 0.91 0.10 0.60 MAX. 4 VER DETALLE DE BROCAL Y TAPA 1 2 ESCALA GRAFICA 1:1000 ( EN METROS ) 0 20 40 60 80 100 \A1;0.30 DETALLE DE RELLENO EN ZANJA TUBERIA DE CONCRETO CON JUNTA HERMETICA DE 30 CMS DE DIAM. RELLENO CAMPACTADO RELLENO EN CAPAS DE 20 CMS PLANTILLA CON MATERIAL DE BANCO O PRODUCTO DE LA EXCAVACION -2198920.227094253 30 CM. ARRIBA DE LOMO DE TUBERIA 170 165 160 155 150 145 140 135 130 125 120 115 110 105 100 95 90 85 80 ESPESOR ELEVACION TERRAPLEN CORTE ARRASTRE TERRENO Perfil Drenaje Zaragoza, Timilpan ESCALA HORIZONTAL 1 : 1000 ESCALA VERTICAL 1 : 1000 0+000.00 96.36 95.60 0.76 0+010.00 96.94 95.62 1.32 0+020.00 97.84 95.65 2.19 0+030.00 98.00 95.67 2.33 0+040.00 98.44 95.70 2.74 0+050.00 98.86 95.72 3.14 0+060.00 99.56 95.75 3.82 0+070.00 100.13 95.77 4.36 0+080.00 100.76 95.80 4.96 0+090.00 100.97 95.82 5.15 0+100.00 101.12 95.85 5.27 0+110.00 100.12 95.87 4.25 0+120.00 99.13 95.90 3.23 0+130.00 98.55 95.92 2.63 0+140.00 97.98 95.95 2.03 0+150.00 97.79 95.97 1.82 0+160.00 97.60 96.00 1.60 0+170.00 97.70 96.02 1.68 0+180.00 98.44 97.30 1.14 0+190.00 99.42 97.90 1.52 0+200.00 100.40 98.50 1.90 0+210.00 101.34 99.10 2.24 0+220.00 102.34 100.93 1.41 0+230.00 103.25 101.53 1.72 0+240.00 104.16 102.13 2.03 0+250.00 105.04 102.73 2.31 0+260.00 104.86 104.82 0.03 0+270.00 105.58 105.80 0.22 0+280.00 106.40 106.79 0.39 0+290.00 108.05 109.41 1.36 0+300.00 110.15 111.51 1.36 0+310.00 112.10 111.71 0.38 0+320.00 113.46 112.65 0.81 0+330.00 114.77 113.69 1.08 0+340.00 115.92 114.73 1.19 0+350.00 116.86 115.77 1.09 0+360.00 118.01 116.81 1.20 0+370.00 120.92 120.05 0.87 0+380.00 124.40 124.54 0.14 0+390.00 127.91 128.50 0.59 0+400.00 130.12 132.42 2.30 0+410.00 133.10 134.65 1.55 0+420.00 136.40 136.87 0.48 0+430.00 139.20 139.73 0.53 0+440.00 141.57 141.57 0.00 0+450.00 142.98 143.58 0.60 0+460.00 145.78 143.78 2.00 0+470.00 150.41 149.00 1.41 0+480.00 152.11 152.18 0.08 0+490.00 154.40 154.18 0.22 0+500.00 155.28 154.38 0.90 0+506.40 156.01 154.51 1.50 Existente 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 5 5 5 5 5 5 5 5 EST=0+049.35 EST=0+098.71 EST=0+170.00 EST=0+210.00 EST=0+250.00 EST=0+268.76 5 5 5 5 5 5 EST=0+299.80 EST=0+319.60 EST=0+360.10 5 5 5 5 5 5 5 5 5 A. Corte=15.26m2 A. Corte=5.30m2 A. Corte=11.90m2 A. Corte=6.83m2 A. Corte=0.29m2 A. Corte=0.08m2 A. Corte=0.93m2 EST=0+370.10 EST=0+383.60 EST=0+398.50 EST=0+421.40 EST=0+431.60 EST=0+446.90 EST=0+460.00 EST=0+472.40 EST=0+487.90 EST=0+506.40 EST=0+284.80 5 5 170.00m-0.5%-30cms 40.00m-6.0%-30cms 40.00m-6.0%-30cms 34.80m-9.82%-30cms 15.00m-2.0%-30cms 19.80m-2.0%-30cms 40.50m-10.4148 % -30cms 10.00m-6.0%-30cms 13.50m-26.84%-30cms 14.90m-18.70%-30cms 22.90m-22.24%-30cms 10.20m-8.70%-30cms 15.30m-2.39%-30cms 13.10m-2.0%-30cms 12.40m-22.15%-30cms 15.50m - 2.0% - 30 cms 18.50m - 2.0% - 30 cms PERFIL SANITARIO PERFIL DEL TERRENO SIMBOLOGIA PERFIL SANITARIO 1 UBICACION Y NUMERO DE POZO PL-DS-TIM-16 PERFIL BANQUETA EXISTENTE POZO DE VISITA POSTE DE LUZ CONCRETO HIDRAULICO DE PROYECTO MEZCLA ASFALTICA EXISTENTE POSTE DE TELEFONO COLADERA PLUVIAL Fo. Fo. 60 X 40cm. C/BISAGRA @ 40Mts. MUNICIPIO SAN ANDRES TIMILPAN CONSTRUCCION DE DRENAJE SANITARIO, EN LA COMUNIDAD DE S/E No. UNICO DE OBRA FEBRERO 2016 ESCALA GRAFICA : P L A N O : PROYECTO : ESCALA : CLAVE : DIRECCION DE OBRAS PUBLICAS MUNICIPALES N O R T E : CROQUIS DE L O C A L I Z A C I O N : FECHA : PRESIDENTE MUNICIPAL ARQ. DIBUJO : PUBLICAS MUNICIPALES DIRECTOR DE OBRAS UBICACION : GOBIERNO DEL ESTADO DE MEXICO SIMBOLOGIA 0 1.0 5.0 10.0 20.0 40.0 2 1 3 8 4 5 005-0006-D 005-0001-D 005-0017-D 005-0039-D 005-0020-D 005-0040-D 4 4 3 8 9 10 10 5 2 2 2 6 6 3 7 6 1 1 6 6 2 2 1 7 5 C A L L E S / N CARRETERA TIMILPAN - JILOTEPEC D E L S O L C A L L E J O N A N T O N I O V E L E Z C A R R A N Z A V E N U S T I A N O C A L L E C O N S T I T U C I O N D E 1 9 1 7 M E L C H O R O C A M P O PLAZA HIDALGO AVENIDA FRANCISCO I MADERO F R A N C I S C O J A V I E R M I N A I G N A C I O Z A R A G O Z A C A L L E C O N S T I T U C I O N D E 1 9 1 7 A L D A M A M E L C H O R O C A M P O CALLEJON 5 DE MAYO CALLEJON 1o. DE MAYO A L D A M A C A L L E S I N N O M B R E ENTRADA PRIVADA R I O S / N R I O S / N R I O S / N P A N T E O N A L D A M A M E L C H O R O C A M P O C A L L E S I N N O M B R E C A L L E S I N N O M B R E C A L L E S I N N O M B R E C A L E S I N N O M B R E MARIANO ABASOLO R I O S / N 3 008-0001-D 008-0002-D 008-0003-D 008-0019-D 008-0007-D 008-0018-D 008-0020-D 008-0006-D 008-0018-D 008-0010-D 008-0013-D 008-0011-D 008-0013-D 008-0012-D 008-0012-D 0008-D 004-0002-D 004-0010-D 004-0003-D 004-0013-D 004-0015-D 004-0001-D 004-0006-D 005-0025-D 005-0008-D 005-0021-D 4 9 5 6 8 4 3 2 1 28 29 8 23 30 15 27 17 19 20 2 21 16 2 1 3 18 9 7 5 7 26 24 25 45 1 01 01 01 1 40 32 01 08 1 3 5 2 5 6 7 15 6 2 31 33 1 8 1 8 02 0 18 50 2 3 7 7 15 12 39 37 8 09 3 46 22 42 47 18 100 12 7 10 8 3 10 22 08 000 000 13 14 0000 12 15 8 9 20 17 11 18 5 4 4 3 26 8 14 MIRANDA CESAREO 005-00-I 16 20 2030.82 SUP. APROX. 34.00 16.00 30.15 R I O CAMINO A BARRIO OCAMPO C A L L E S I N N O M B R E C A L L E S I N N O M B R E C A L L E S I N N O M B R E 4 4 6 5 C A R R E T E R A T I M I L P A N - J I L O T E P E C 3 005-0003-M 005-0021-D PREDIO EN CONFLICTO, NO REALIZAR NINGUN TRAMITE AVENIDA FRANCISCO I MADERO ALCANTARA MONROY FACUNDO 200 EC2 112.00 ML EC2 318.00 ML 005-0021-D III 004-0001-D 9.00 400.00 110.00 100.00 100.00 100.00 120 120 60 60 60 60 30 70 85 16 70 100 32. 00 507979 ESC.PRIMARIA GRAL. IGNACIO ZARAGOZA CONASUPO EJIDAL 30 melchor 30 60 30 70 2 1 3 8 4 5 005-0006-D 005-0001-D 005-0017-D 005-0039-D 005-0020-D 005-0040-D 4 4 3 8 9 10 10 5 2 2 2 6 6 3 7 6 1 1 6 6 2 2 1 7 5 C A L L E S / N CARRETERA TIMILPAN - JILOTEPEC D E L S O L C A L L E J O N A N T O N I O V E L E Z C A R R A N Z A V E N U S T I A N O C A L L E C O N S T I T U C I O N D E 1 9 1 7 M E L C H O R O C A M P O PLAZA HIDALGO AVENIDA FRANCISCO I MADERO F R A N C I S C O J A V I E R M I N A I G N A C I O Z A R A G O Z A C A L L E C O N S T I T U C I O N D E 1 9 1 7 A L D A M A M E L C H O R O C A M P O CALLEJON 5 DE MAYO CALLEJON 1o. DE MAYO A L D A M A C A L L E S I N N O M B R E ENTRADA PRIVADA R I O S / N R I O S / N R I O S / N P A N T E O N A L D A M A M E L C H O R O C A M P O C A L L E S I N N O M B R E C A L L E S I N N O M B R E C A L L E S I N N O M B R E C A L E S I N N O M B R E MARIANO ABASOLO R I O S / N 3 008-0001-D 008-0002-D 008-0003-D 008-0019-D 008-0007-D 008-0018-D 008-0020-D 008-0006-D 008-0018-D 008-0010-D 008-0013-D 008-0011-D 008-0013-D 008-0012-D 008-0012-D 0008-D 004-0002-D 004-0010-D 004-0003-D 004-0013-D 004-0015-D 004-0001-D 004-0006-D 005-0025-D 005-0008-D 005-0021-D 4 9 5 6 8 4 3 2 1 28 29 8 23 30 15 27 17 19 20 2 21 16 2 1 3 18 9 7 5 7 26 24 25 45 1 01 01 01 1 40 32 01 08 1 3 5 2 5 6 7 15 6 2 31 33 1 8 1 8 02 0 18 50 2 3 7 7 15 12 39 37 8 09 3 46 22 42 47 18 100 12 7 10 8 3 10 22 08 000 000 13 14 0000 12 15 8 9 20 17 11 18 5 4 4 3 26 8 14 MIRANDA CESAREO 005-00-I 16 20 2030.82 SUP. APROX. 34.00 16.00 30.15 R I O CAMINO A BARRIO OCAMPO C A L L E S I N N O M B R E C A L L E S I N N O M B R E C A L L E S I N N O M B R E 4 4 6 5 C A R R E T E R A T I M I L P A N - J I L O T E P E C 3 005-0003-M 005-0021-D PREDIO EN CONFLICTO, NO REALIZAR NINGUN TRAMITE AVENIDA FRANCISCO I MADERO ALCANTARA MONROY FACUNDO 200 60 60 60 70 EC2 112.00 ML EC2 318.00 ML 005-0021-D III 004-0001-D 9.00 400.00 110.00 100.00 100.00 100.00 120 120 60 30 16 70 85 ESC.PRIMARIA GRAL. IGNACIO ZARAGOZA CONASUPO EJIDAL 100 melchor 32. 00 507979 30 30 70 30 60 TUBERIA DE CONCRETO SIMPLE CON JUNTA HERMETICA DE 30 CMS. DE DIAM. TUBERIA PAD DE 30 CMS. DE DIAM. 14.90m 22.90m 14.90m 22.90m 15.30m 15.50m 18.50m 49.35m 14.90m 22.90m 15.30m 15.50m 18.50m 49.35m 49.36m 71.29m 40.00m 40.00m 34.80m 15.00m 19.80m 40.50m 10.00m 13.50m 14.90m 22.90m 10.20m 15.30m 13.10m 12.40m 15.50m 18.50m Y=2,198,800 Y=2,198,820 Y=2,198,840 Y=2,198,860 Y=2,198,880 Y=2,198,900 Y=2,198,920 Y=2,198,940 Y=2,198,960 Y=2,198,980 Y=2,199,000 Y=2,199,020 Y=2,199,040 Y=2,199,060 Y=2,199,080 Y=2,199,100 Y=2,199,120 Y=2,199,140 X=420,080 X=420,100 X=420,120 X=420,140 X=420,160 X=420,180 X=420,200 X=420,220 X=420,240 X=420,260 X=420,280 X=420,300 X=420,320 X=420,340 X=420,360 X=420,380 PL-PG-DS-TIM-16 PLANTA GEOMETRICA CONSTRUCCION DE DRENAJE SANITARIO, EN LA COMUNIDAD DE S/E No. UNICO DE OBRA FEBRERO 2016 ESCALA GRAFICA : P L A N O : PROYECTO : ESCALA : CLAVE : DIRECCION DE OBRAS PUBLICAS MUNICIPALES N O R T E : CROQUIS DE L O C A L I Z A C I O N : FECHA : PRESIDENTE MUNICIPAL DIBUJO : PUBLICAS MUNICIPALES DIRECTOR DE OBRAS UBICACION : GOBIERNO DEL ESTADO DE MEXICO 0 1.0 5.0 10.0 20.0 40.0 2 1 3 8 4 5 005-0006-D 005-0001-D 005-0017-D 005-0039-D 005-0020-D 005-0040-D 4 4 3 8 9 10 10 5 2 2 2 6 6 3 7 6 1 1 6 6 2 2 1 7 5 C A L L E S / N CARRETERA TIMILPAN - JILOTEPEC D E L S O L C A L L E J O N A N T O N I O V E L E Z C A R R A N Z A V E N U S T I A N O C A L L E C O N S T I T U C I O N D E 1 9 1 7 M E L C H O R O C A M P O PLAZA HIDALGO AVENIDA FRANCISCO I MADERO F R A N C I S C O J A V I E R M I N A I G N A C I O Z A R A G O Z A C A L L E C O N S T I T U C I O N D E 1 9 1 7 A L D A M A M E L C H O R O C A M P O CALLEJON 5 DE MAYO CALLEJON 1o. DE MAYO A L D A M A C A L L E S I N N O M B R E ENTRADA PRIVADA R I O S / N R I O S / N R I O S / N P A N T E O N A L D A M A M E L C H O R O C A M P O C A L L E S I N N O M B R E C A L L E S I N N O M B R E C A L L E S I N N O M B R E C A L E S I N N O M B R E MARIANO ABASOLO R I O S / N 3 008-0001-D 008-0002-D 008-0003-D 008-0019-D 008-0007-D 008-0018-D 008-0020-D 008-0006-D 008-0018-D 008-0010-D 008-0013-D 008-0011-D 008-0013-D 008-0012-D 008-0012-D 0008-D 004-0002-D 004-0010-D 004-0003-D 004-0013-D 004-0015-D 004-0001-D 004-0006-D 005-0025-D 005-0008-D 005-0021-D 4 9 5 6 8 4 3 2 1 28 29 8 23 30 15 27 17 19 20 2 21 16 2 1 3 18 9 7 5 7 26 24 25 45 1 01 01 01 1 40 32 01 08 1 3 5 2 5 6 7 15 6 2 31 33 1 8 1 8 02 0 18 50 2 3 7 7 15 12 39 37 8 09 3 46 22 42 47 18 100 12 7 10 8 3 10 22 08 000 000 13 14 0000 12 15 8 9 20 17 11 18 5 4 4 3 26 8 14 MIRANDA CESAREO 005-00-I 16 20 2030.82 SUP. APROX. 34.00 16.00 30.15 R I O CAMINO A BARRIO OCAMPO C A L L E S I N N O M B R E C A L L E S I N N O M B R E C A L L E S I N N O M B R E 4 4 6 5 C A R R E T E R A T I M I L P A N - J I L O T E P E C 3 005-0003-M 005-0021-D PREDIO EN CONFLICTO, NO REALIZAR NINGUN TRAMITE AVENIDA FRANCISCO I MADERO ALCANTARA MONROY FACUNDO 200 EC2 112.00 ML EC2 318.00 ML 005-0021-D III 004-0001-D 9.00 400.00 110.00 100.00 100.00 100.00 120 120 60 60 60 60 30 70 85 16 70 100 32. 00 507979 ESC.PRIMARIA GRAL. IGNACIO ZARAGOZA CONASUPO EJIDAL 30 melchor 30 60 30 70 2 1 3 8 4 5 005-0006-D 005-0001-D 005-0017-D 005-0039-D 005-0020-D 005-0040-D 4 4 3 8 9 10 10 5 2 2 2 6 6 3 7 6 1 1 6 6 2 2 1 7 5 C A L L E S / N CARRETERA TIMILPAN - JILOTEPEC D E L S O L C A L L E J O N A N T O N I O V E L E Z C A R R A N Z A V E N U S T I A N O C A L L E C O N S T I T U C I O N D E 1 9 1 7 M E L C H O R O C A M P O PLAZA HIDALGO AVENIDA FRANCISCO I MADERO F R A N C I S C O J A V I E R M I N A I G N A C I O Z A R A G O Z A C A L L E C O N S T I T U C I O N D E 1 9 1 7 A L D A M A M E L C H O R O C A M P O CALLEJON 5 DE MAYO CALLEJON 1o. DE MAYO A L D A M A C A L L E S I N N O M B R E ENTRADA PRIVADA R I O S / N R I O S / N R I O S / N P A N T E O N A L D A M A M E L C H O R O C A M P O C A L L E S I N N O M B R E C A L L E S I N N O M B R E C A L L E S I N N O M B R E C A L E S I N N O M B R E MARIANO ABASOLO R I O S / N 3 008-0001-D 008-0002-D 008-0003-D 008-0019-D 008-0007-D 008-0018-D 008-0020-D 008-0006-D 008-0018-D 008-0010-D 008-0013-D 008-0011-D 008-0013-D 008-0012-D 008-0012-D 0008-D 004-0002-D 004-0010-D 004-0003-D 004-0013-D 004-0015-D 004-0001-D 004-0006-D 005-0025-D 005-0008-D 005-0021-D 4 9 5 6 8 4 3 2 1 28 29 8 23 30 15 27 17 19 20 2 21 16 2 1 3 18 9 7 5 7 26 24 25 45 1 01 01 01 1 40 32 01 08 1 3 5 2 5 6 7 15 6 2 31 33 1 8 1 8 02 0 18 50 2 3 7 7 15 12 39 37 8 09 3 46 22 42 47 18 100 12 7 10 8 3 10 22 08 000 000 13 14 0000 12 15 8 9 20 17 11 18 5 4 4 3 26 8 14 MIRANDA CESAREO 005-00-I 16 20 2030.82 SUP. APROX. 34.00 16.00 30.15 R I O CAMINO A BARRIO OCAMPO C A L L E S I N N O M B R E C A L L E S I N N O M B R E C A L L E S I N N O M B R E 4 4 6 5 C A R R E T E R A T I M I L P A N - J I L O T E P E C 3 005-0003-M 005-0021-D PREDIO EN CONFLICTO, NO REALIZAR NINGUN TRAMITE AVENIDA FRANCISCO I MADERO ALCANTARA MONROY FACUNDO 200 60 60 60 70 EC2 112.00 ML EC2 318.00 ML 005-0021-D III 004-0001-D 9.00 400.00 110.00 100.00 100.00 100.00 120 120 60 30 16 70 85 ESC.PRIMARIA GRAL. IGNACIO ZARAGOZA CONASUPO EJIDAL 100 melchor 32. 00 507979 30 30 70 30 60 0+000.00 0+010.00 0+020.00 0+030.00 0+040.00 0+050.00 0+060.00 0+070.00 0+080.00 0+090.00 0+100.00 0+110.00 0+120.00 0+130.00 0+140.00 0+150.00 0+160.00 0+170.00 0+180.00 0+190.00 0+200.00 0+210.00 0+220.00 0+230.00 0+240.00 0+250.00 0+260.00 0+270.00 0+280.00 0+290.00 0+300.00 0+310.00 0+320.00 0+330.00 0+340.00 0+350.00 0+360.00 0+370.00 0+380.00 0+390.00 0+400.00 0+410.00 0+420.00 0+430.00 0+440.00 0+450.00 0+460.00 0+470.00 0+480.00 0+490.00 0+500.00 0+506.40 0+049.35 0+098.71 0+284.80 0+299.80 0+319.60 0+360.10 0+383.60 0+431.60 0+487.90 0+370.10 PV-EXISTENTE 2 1 3 4 5 6 7 8 9 10 11 12 13 14 15 16 18 19 20 17 SIMBOLOGIA POZO DE VISITA DE DRENAJE SANITARIO EXISTENTE LIMITE DE PROPIEDADES GUARNICION EXISTENTE POSTE DE TELEFONO POSTE DE LUZ REGISTRO DE AGUA PLUVIL REGISTRO DE AGUA POTABLE CASETA TELEFONICA ARBOL LINEA DE DRENAJE SANITARIO EXISTENTE LINEA DE ELECTRIFICACION PUENTE PUENTE VEHICULAR CAUCE DEL RIO PURLA ARRIATES O JARDINERAS LINEA DE DRENAJE SANITARIO CON TUBO PAD 12" LINEA DE DRENAJE SANITARIO CON TUBO DE CONCRETO DE 30 CMS DE DIAM. TUBERIA DE CONCRETO SIMPLE TUBERIA PAD DE 30 CMS. DE DIAM. CON JUNTA HERMETICA DE 30 CMS. DE DIAM. 49.35m-0.5%-30cms 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 CUADRO DE CONSTRUCCION LADO C O O R D E N A D A S DISTANCIA RUMBO V EST PV Y X 1 2,199,115.9247 420,361.9632 1 2 N 90°00'00" W 49.350 2 2,199,115.9247 420,312.6132 2 3 S 59°40'19.62" W 49.361 3 2,199,090.9999 420,270.0070 3 4 S 22°02'10.82" E 71.290 4 2,199,024.9179 420,296.7547 4 5 S 30°00'47.15" W 40.000 5 2,198,990.2815 420,276.7467 5 6 S 11°11'07.39" W 40.000 6 2,198,951.0413 420,268.9874 6 7 S 00°00'00" E 34.800 7 2,198,916.2413 420,268.9874 7 8 S 17°21'06.52" W 15.000 8 2,198,901.9239 420,264.5138 8 9 S 60°54'37.01" W 19.800 9 2,198,892.2976 420,247.2114 9 10 S 71°12'24.78" W 40.500 10 2,198,879.2504 420,208.8705 10 11 S 00°00'00" E 10.000 11 2,198,869.2504 420,208.8705 11 12 S 71°03'09.17" W 13.500 12 2,198,864.8669 420,196.1020 12 13 S 46°10'26.50" W 14.900 13 2,198,854.5491 420,185.3525 13 14 S 47°54'07.58" W 22.900 14 2,198,839.1970 420,168.3606 14 15 S 45°48'35.88" W 10.200 15 2,198,832.0872 420,161.0469 15 16 S 83°13'08.26" W 15.300 16 2,198,830.2806 420,145.8539 16 17 S 76°05'16.14" W 13.100 17 2,198,827.1309 420,133.1382 17 18 S 72°04'09.05" W 12.400 18 2,198,823.3134 420,121.3405 18 19 S 72°02'43.73" W 15.500 19 2,198,818.5353 420,106.5953 19 20 S 60°30'50.41" W 18.492 20 2,198,809.4332 420,090.4982 Y=2,199,160 49.36m-0.5%-30cms 71.29-0.5%-30cms 40.00m-6.0%-30cms 40.00m-6.0%-30cms 38.40m-9.82%-30cms 15.00m-2.0%-30cms 19.80m-2.0%-30cms 40.50m-20.41%-30cms 10.00-6.0%-30cms 13.50m-26.84%-30cms 14.90m-18.70%-30cms 22.90m-22.24%-30cms 10.20m-8.70%-30cms 15.30m-2.39%-30cms 13.10m-2.0%-30cms 12.40m-22.25%-30cms 15.50m-2.0%-30cms 18.50m-2.0%-30cms

Language	Spanish
Drawing Type	Block
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete, Other
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, block, drainage, DWG, kläranlage, line, network, pad, pipe, Red, sewer, treatment plant