General Plan And Sections Of Pavement DWG Plan for AutoCAD

PLAN GENERAL, DETAILS AND SECTIONS OF PAVEMENT

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

parking, level of lane, project :, indicated, scale :, date :, lamina nº :, plan :, design :, drawing :, rev., location :, formulating unit :, owner :, provincial municipality of moyobamba, axis of via, sewer, general plant and intersections in third and fourth block jiron junin, general plant and intersections in fifth and sixth block jiron junin, general plant and intersections in the seventh block jiron junin, general plant and intersections in second block jiron junin, xxx , existing mailbox, bzn, existing green area, jr. miguelina ruiz, jr. Alberto Miranda Street, Jr. Colonel Bardales, Jiron Tumbes, Jr. miguel grau, jiron iquitos, jiron piura, doors, existing pavement, sidewalk, variable, mailbox, telephone pole, light pole, symbol, d e s c r i p c i o n, l e y e n d, trash basket, general floor and intersections in first block jiron junin

Raw text data extracted from CAD file:

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\A1;3.30 \A1;3.30 \A1;1.20 \A1;1.20 \A1;.90 \A1;.90 \A1;.90 \A1;3.30 \A1;3.30 \A1;1.20 \A1;VARIABLE \A1;1.81 \A1;VARIABLE \A1;.90 \A1;.90 \A1;3.30 \A1;3.30 \A1;VARIABLE \A1;1.05 \A1;1.05 5 5 5 5 5 5 0.0 5 5 5 5 -0.0000000037252903 5 5 5 5 5 0.0000000018626451 5 5 5 5 0.0000000055879354 5 5 5 5 5 0.0 5 0.0 0.0000000055879354 \A1;.10 \A1;.10 \A1;.45 \A1;2.17 \A1;3.30 \A1;3.30 \A1;.29 \A1;.20 \A1;.10 \A1;.28 \A1;.45 \A1;.10 \A1;1.55 \A1;3.30 \A1;3.30 \A1;.10 \A1;.45 \A1;.45 \A1;.10 \A1;.10 \A1;.10 \A1;.22 \A1;.10 \A1;6.60 \A1;.10 \A1;4.10 \A1;1.30 \A1;3.30 \A1;3.30 \A1;6.60 \A1;3.30 \A1;.10 \A1;.29 \A1;.10 \A1;.28 \A1;.45 \A1;1.47 \A1;.10 \A1;.10 \A1;.22 \A1;.10 \A1;1.20 \A1;1.07 \A1;3.30 \A1;.99 \A1;.30 \A1;1.20 \A1;.30 \A1;.90 \A1;1.20 \A1;3.30 \A1;.30 \A1;.10 BZN 887.36 886.16 0 BZN 887.34 885.53 0.32 BZN 886.44 885 0.58 BZN 884.81 883.61 1.21 BZN 884.2 883 1.42 BZN 884.01 882.79 1.63 BZN 883.76 882.51 1.92 BZN 883.54 882.27 2.16 BZN 883.36 882.06 2.36 BZN 882.97 881.77 2.62 BZN 882.65 881.45 2.83 BZN 882.33 881.13 3.08 BZN 885.55 884.24 0.96 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 0.0 5 0.0000000018626451 5 5 5 -0.0000000037252903 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 -0.0000000018626451 5 5 5 5 5 5 5 5 5 5 5 0.0 5 0.0000000018626451 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 0.0 5 0.0000000018626451 5 5 5 5 5 5 5 5 0.0 5 5 5 5 5 5 5 5 5 5 5 -0.0000000018626451 5 5 5 5 5 5 5 5 5 0.0000000018626451 0.0 5 5 5 5 5 5 5 5 1.20 5 5 0.0000000037252903 5 5 5 5 5 \A1;4.50 \A1;1.73 \A1;.47 \A1;.91 \A1;4.71 \A1;3.48 \A1;4.17 \A1;1.20 \A1;1.20 \A1;1.70 \A1;R3.00 \A1;1.83 \A1;1.00 \A1;2.35 \A1;1.44 \A1;1.20 \A1;2.51 \A1;1.26 \A1;1.41 \A1;4.43 \A1;1.00 \A1;R3.00 \A1;6.12 \A1;4.22 \A1;1.20 \A1;1.82 \A1;1.75 \A1;.75 \A1;1.20 \A1;R3.00 \A1;1.00 \A1;1.20 \A1;4.92 \A1;1.00 \A1;2.07 \A1;2.02 \A1;1.20 \A1;3.10 \A1;2.99 \A1;R3.00 \A1;3.15 \A1;1.00 \A1;3.34 \A1;1.20 \A1;1.50 \A1;3.70 \A1;2.46 \A1;.80 \A1;1.20 \A1;.70 \A1;4.72 \A1;R3.00 \A1;1.00 \A1;1.00 \A1;1.20 \A1;2.38 \A1;3.43 \A1;1.20 \A1;1.20 \A1;1.55 \A1;1.20 \A1;.61 \A1;4.86 \A1;R3.00 5 5 5 5 0.0000000018626451 5 5 5 0.0 5 5 0.0000000018626451 5 5 5 5 5 5 5 5 0.0000000018626451 \A1;2.20 \A1;2.20 \A1;2.24 \A1;2.61 \A1;3.34 \A1;1.20 \A1;1.20 \A1;2.35 \A1;.93 \A1;2.07 \A1;4.80 \A1;R3.00 \A1;1.43 \A1;1.00 \A1;1.50 \A1;2.49 \A1;2.51 \A1;1.50 \A1;2.43 \A1;4.66 \A1;R3.00 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \A1;8.44 \A1;R3.00 \A1;3.90 \A1;4.87 \A1;.97 \A1;1.00 \A1;.71 \A1;5.18 \A1;9.63 \A1;3.20 \A1;1.80 \A1;1.18 \A1;1.35 \A1;2.93 \A1;.61 \A1;1.05 \A1;R3.00 \A1;5.72 \A1;2.42 \A1;3.83 \A1;3.17 \A1;1.20 \A1;1.83 \A1;1.20 \A1;10.54 \A1;6.41 \A1;1.58 \A1;1.20 \A1;1.84 \A1;4.44 \A1;R3.00 \A1;1.20 \A1;1.74 \A1;1.50 \A1;R3.00 \A1;5.60 \A1;1.50 \A1;1.69 \A1;3.12 \A1;1.20 \A1;1.50 \A1;6.24 \A1;2.07 \A1;3.30 \A1;1.92 \A1;4.22 \A1;R3.00 \A1;7.53 \A1;1.81 \A1;1.95 \A1;.72 \A1;1.15 \A1;1.86 \A1;1.20 \A1;2.40 \A1;R3.00 \A1;1.01 \A1;1.20 \A1;3.83 \A1;1.20 \A1;4.38 \A1;.48 \A1;R3.00 \A1;2.15 \A1;.73 \A1;1.05 \A1;4.21 \A1;1.07 \A1;1.16 \A1;1.59 \A1;.92 \A1;.80 \A1;.80 \A1;1.20 \A1;1.20 \A1;1.00 \A1;4.77 \A1;2.38 \A1;R3.00 \A1;1.09 \A1;1.03 \A1;1.20 \A1;.75 \A1;1.53 \A1;2.02 \A1;2.80 \A1;1.19 \A1;4.53 \A1;R3.00 \A1;1.50 \A1;.73 \A1;.73 \A1;1.79 \A1;1.10 \A1;1.88 \A1;1.20 \A1;1.20 \A1;.80 \A1;R3.60 \A1;R3.60 \A1;1.20 \A1;.77 \A1;.80 \A1;1.20 \A1;.80 \A1;.80 \A1;1.20 \A1;.91 \A1;1.20 \A1;1.90 \A1;.93 \A1;R3.19 \A1;1.20 \A1;1.96 \A1;1.26 \A1;.50 \A1;.70 \A1;1.20 \A1;1.20 \A1;2.82 \A1;3.41 \A1;1.20 \A1;1.20 \A1;1.16 \A1;R3.00 \A1;4.56 \A1;.69 \A1;1.00 -9333070.019035203 -9333070.019035203 -9333070.019035203 -9333070.019035203 -9333070.019035203 -9333070.019035203 -9333070.019035203 -9333070.019035207 -9333070.019035203 -9333070.019035203 -9333070.019035203 \A1;1.20 \A1;1.00 \A1;2.14 \A1;4.02 \A1;1.22 \A1;1.20 \A1;2.48 \A1;1.00 \A1;4.32 \A1;R3.00 -9333113.55291594 -9333113.55291594 -9333113.55291594 -9333113.55291594 -9333113.55291594 -9333113.55291594 -9333113.55291594 -9333113.55291594 -9333113.55291594 -9333113.552915942 \A1;1.20 \A1;.10 \A1;1.00 \A1;.10 \A1;3.67 \A1;.01 \A1;.10 \A1;.41 \A1;.00 \A1;.10 \A1;.30 \A1;.10 \A1;3.43 \A1;1.20 \A1;3.30 \A1;3.30 \A1;2.13 \A1;.10 \A1;1.30 \A1;1.20 \A1;.30 \A1;.90 \A1;.10 \A1;.10 \A1;1.20 \A1;2.60 \A1;1.00 \A1;1.20 \A1;.10 \A1;1.00 \A1;3.30 \A1;3.30 \A1;2.10 \A1;1.30 \A1;1.20 \A1;.30 \A1;.90 \A1;.10 \A1;.10 \A1;.40 \A1;.10 \A1;.60 \A1;.10 \A1;.10 \A1;1.20 PL PL PL PL PL PL PT PL PL ÁREA VERDE EXISTENTE JR. MIGUELINA RUIZ VEREDA PEATONAL A=1.20 m VEREDA PEATONAL A=1.20 m. VEREDA PEATONAL A=1.20 m. EJE DE VIA EJE DE VIA EJE DE VIA EJE DE VIA EJE DE VIA EJE DE VIA EJE DE VIA EJE DE VIA EJE DE VIA EJE DE VIA EJE DE VIA EJE DE VIA EJE DE VIA EJE DE VIA EJE DE VIA JIRON JUNIN CDRA. 01 JIRON JUNIN CDRA. 02 JIRON JUNIN CDRA. 03 JIRON JUNIN CDRA. 04 JIRON JUNIN CDRA. 05 JIRON JUNIN CDRA. 06 JIRON JUNIN CDRA. 07 JR. ALBERTO MIRANDA CALLE JR. ALBERTO MIRANDA CALLE JR. CORONEL BARDALES JR. MIGUELINA RUIZ JIRON TUMBES JIRON TUMBES JR. CORONEL BARDALES JR. MIGUEL GRAU JR. MIGUEL GRAU JIRON IQUITOS JIRON IQUITOS JIRON PIURA JIRON PIURA JIRON JUNIN CDRA. 08 ALCANTARILLA ALCANTARILLA INICIO DEL PROYECTO 0+000 INICIO DEL PROYECTO 0+735.11 VEREDA PEATONAL A=1.20 m. PUERTAS 0+000 ALCANTARILLA ALCANTARILLA ALCANTARILLA PAVIMENTO EXISTENTE 5 ESTACIONAMIENTO ESTACIONAMIENTO ESTACIONAMIENTO ESTACIONAMIENTO 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 1 2 2 3 3 4 4 6 6 Pasa junta fierro Liso e=1″@ 0.50 \W1.5;SUB – BASE e=0.20m \W1.5;SUB – BASE e=0.20m \W1.2;PAVIMENTO RIGIDO e=0.20m S= 3.00% S= 3.00% Junta Asfaltica e=1″ Tubo pvc sel e=1″ \W1.2;PAVIMENTO RIGIDO e=0.20m \W1.5;SUB – BASE e=0.20m \W1.5;SUB – BASE e=0.20m \W1.5;SUB – RASANTE MEJORADA H=0.50m \W1.5;SUB – RASANTE MEJORADA H=0.50m 5 5 VEREDA 5 5 5 VEREDA 5 5 5 \W1.3;\LSECCION 7-7 SECCION DE PAVIMENTO RIGIDO\W1; \lJR. JUNIN C-2 \W1.2;LOZA DE CONCRETO \W1.2;LOZA DE CONCRETO \W1.5;SUB – BASE e=0.20m \W1.5;SUB – BASE e=0.20m 7 7 8 8 5 5 Pasa junta fierro Liso e=1″@ 0.50 \W1.5;SUB – BASE e=0.20m \W1.5;SUB – BASE e=0.20m \W1.2;PAVIMENTO RIGIDO e=0.20m S= 3.00% S= 3.00% Junta Asfaltica e=1″ Tubo pvc sel e=1″ \W1.2;PAVIMENTO RIGIDO e=0.20m \W1.5;SUB – BASE e=0.20m \W1.5;SUB – BASE e=0.20m \W1.5;SUB – RASANTE MEJORADA H=0.25m \W1.5;SUB – RASANTE MEJORADA H=0.25m 5 5 \W1.3;\LSECCION 8-8 SECCION DE PAVIMENTO RIGIDO\W1; \lJR. JUNIN C-3 VEREDA 5 5 5 VEREDA 5 5 5 10 10 Pasa junta fierro Liso e=1″@ 0.50 \W1.5;SUB – BASE e=0.20m \W1.5;SUB – BASE e=0.20m \W1.2;PAVIMENTO RIGIDO e=0.20m S= 3.00% S= 3.00% Junta Asfaltica e=1″ Tubo pvc sel e=1″ \W1.2;PAVIMENTO RIGIDO e=0.20m \W1.5;SUB – BASE e=0.20m \W1.5;SUB – BASE e=0.20m \W1.5;SUB – RASANTE MEJORADA H=0.25m \W1.5;SUB – RASANTE MEJORADA H=0.25m VEREDA 5 5 5 VEREDA 5 5 5 5 5 5 5 \W1.3;\LSECCION 10-10 SECCION DE PAVIMENTO RIGIDO\W1; \lJR. JUNIN C-3 11 11 12 12 VEREDA 5 Pasa junta fierro Liso e=1″@ 0.50 \W1.5;SUB – BASE e=0.20m \W1.5;SUB – BASE e=0.20m \W1.2;PAVIMENTO RIGIDO e=0.20m S= 3.00% S= 3.00% Junta Asfaltica e=1″ Tubo pvc sel e=1″ \W1.2;PAVIMENTO RIGIDO e=0.20m \W1.5;SUB – BASE e=0.20m \W1.5;SUB – BASE e=0.20m \W1.5;SUB – RASANTE MEJORADA H=0.50m \W1.5;SUB – RASANTE MEJORADA H=0.50m 5 5 5 5 5 5 5 \W1.3;\LSECCION 11-11 SECCION DE PAVIMENTO RIGIDO\W1; \lJR. JUNIN C-4 5 VEREDA 5 Pasa junta fierro Liso e=1″@ 0.50 \W1.5;SUB – BASE e=0.20m \W1.5;SUB – BASE e=0.20m \W1.2;PAVIMENTO RIGIDO e=0.20m S= 3.00% S= 3.00% Junta Asfaltica e=1″ Tubo pvc sel e=1″ \W1.2;PAVIMENTO RIGIDO e=0.20m \W1.5;SUB – BASE e=0.20m \W1.5;SUB – BASE e=0.20m \W1.5;SUB – RASANTE MEJORADA H=0.50m \W1.5;SUB – RASANTE MEJORADA H=0.50m 5 5 5 5 5 5 \W1.3;\LSECCION 12 -12 SECCION DE PAVIMENTO RIGIDO\W1; \lJR. JUNIN C-4 5 5 5 13 13 Pasa junta fierro Liso e=1″@ 0.50 \W1.5;SUB – BASE e=0.20m \W1.5;SUB – BASE e=0.20m \W1.2;PAVIMENTO RIGIDO e=0.20m S= 3.00% S= 3.00% Junta Asfaltica e=1″ Tubo pvc sel e=1″ \W1.2;PAVIMENTO RIGIDO e=0.20m \W1.5;SUB – BASE e=0.20m \W1.5;SUB – BASE e=0.20m \W1.5;SUB – RASANTE MEJORADA H=0.50m \W1.5;SUB – RASANTE MEJORADA H=0.50m VEREDA 5 5 VEREDA 5 5 5 5 5 5 5 \W1.3;\LSECCION 13 -13 SECCION DE PAVIMENTO RIGIDO\W1; \lJR. JUNIN C-5 14 14 Pasa junta fierro Liso e=1″@ 0.50 \W1.5;SUB – BASE e=0.20m \W1.5;SUB – BASE e=0.20m \W1.2;PAVIMENTO RIGIDO e=0.20m S= 3.00% S= 3.00% Junta Asfaltica e=1″ Tubo pvc sel e=1″ \W1.2;PAVIMENTO RIGIDO e=0.20m \W1.5;SUB – BASE e=0.20m \W1.5;SUB – BASE e=0.20m \W1.5;SUB – RASANTE MEJORADA H=0.50m \W1.5;SUB – RASANTE MEJORADA H=0.50m VEREDA 5 5 5 5 \W1.3;\LSECCION 14 -14 SECCION DE PAVIMENTO RIGIDO\W1; \lJR. JUNIN C-6 5 \W1.5;VEREDA CUNETA EXISTENTE (NO SERÁ CONSTRUIDA) VARIABLE 5 15 15 Pasa junta fierro Liso e=1″@ 0.50 \W1.5;SUB – BASE e=0.20m \W1.5;SUB – BASE e=0.20m \W1.2;PAVIMENTO RIGIDO e=0.20m S= 3.00% S= 3.00% Junta Asfaltica e=1″ Tubo pvc sel e=1″ \W1.2;PAVIMENTO RIGIDO e=0.20m \W1.5;SUB – BASE e=0.20m \W1.5;SUB – BASE e=0.20m \W1.5;SUB – RASANTE MEJORADA H=0.25m \W1.5;SUB – RASANTE MEJORADA H=0.25m VEREDA 5 5 5 5 \W1.3;\LSECCION 15 -15 SECCION DE PAVIMENTO RIGIDO\W1; \lJR. JUNIN C-7 \W1.5;VEREDA CUNETA EXISTENTE (NO SERÁ CONSTRUIDA) VARIABLE VARIABLE 9 9 5 5 A3 A4 A5 A6 A7 A8 A10 A11 A12 \W1.5;SUB – BASE e=0.20m 5 \W1.5;BASE GRANULAR 5 5 5 \W1.5;SUB – BASE e=0.20m \W1.5;SUB – RASANTE MEJORADA H=0.25m \W1.5;SUB – RASANTE MEJORADA H=0.25m \W1.5;BASE GRANULAR 5 5 S= 3.00% S= 3.00% 5 5 5 5 5 5 5 \W1.5;SUB – BASE e=0.20m \W1.5;SUB – BASE e=0.20m \W1.5;SUB – RASANTE MEJORADA H=0.25m \W1.5;SUB – RASANTE MEJORADA H=0.25m 5 5 S= 3.00% S= 3.00% 5 5 \W1.5;BASE GRANULAR \W1.5;BASE GRANULAR 5 5 5 5 5 5 \W1.5;BASE GRANULAR \W1.5;BASE GRANULAR 5 5 5 5 \W1.3;\LSECCION 1-1 SECCION DE PAVIMENTO ADOQUINADO\W1; \lJR. JUNIN C-1 \W1.3;\LSECCION 2-2 SECCION DE PAVIMENTO ADOQUINADO\W1; \lJR. JUNIN C-1 \W1.5;SUB – BASE e=0.20m \W1.5;SUB – BASE e=0.20m \W1.5;SUB – RASANTE MEJORADA H=0.25m \W1.5;SUB – RASANTE MEJORADA H=0.25m 5 5 S= 3.00% S= 3.00% 5 \W1.5;BASE GRANULAR 5 5 5 5 5 5 5 \W1.5;BASE GRANULAR 5 5 5 5 5 5 \W1.5;BASE GRANULAR \W1.3;\LSECCION 3-3 SECCION DE PAVIMENTO ADOQUINADO\W1; \lJR. JUNIN C-1 S= 3.00% Pasa junta fierro Liso e=1″@ 0.50 \W1.5;SUB – BASE e=0.20m \W1.5;SUB – BASE e=0.20m \W1.2;PAVIMENTO RIGIDO e=0.20m Junta Asfaltica e=1″ S= 3.00% \W1.2;PAVIMENTO RIGIDO e=0.20m Tubo pvc sel e=1″ \W1.5;SUB – BASE e=0.20m \W1.5;SUB – BASE e=0.20m \W1.5;SUB – RASANTE MEJORADA H=0.25m \W1.5;SUB – RASANTE MEJORADA H=0.25m 5 5 VEREDA 5 VEREDA 5 5 5 5 5 \W1.3;\LSECCION 9-9 SECCION DE PAVIMENTO RIGIDO\W1; \lJR. JUNIN C-3 5 5 0+020 0+060 0+080 0+100 0+120 0+140 0+160 0+180 0+200 0+220 0+240 0+260 0+280 0+300 0+320 0+340 0+400 0+420 0+440 0+460 0+480 0+500 0+520 0+540 0+560 0+580 0+600 0+620 0+640 0+660 0+680 0+700 0+720 BZN 887.37 886.17 0 BZN VEREDA PEATONAL A=1.20 m VEREDA PEATONAL A=1.20 m VEREDA PEATONAL A=1.20 m VEREDA PEATONAL A=1.20 m VEREDA PEATONAL A=1.20 m VEREDA PEATONAL A=1.20 m VEREDA PEATONAL A=1.20 m VEREDA PEATONAL A=1.20 m VEREDA PEATONAL A=1.50 m VEREDA PEATONAL A=1.50 m VEREDA PEATONAL A=1.20 m VEREDA PEATONAL A=1.20 m VEREDA PEATONAL A=1.20 m VEREDA PEATONAL A=1.20 m VEREDA PEATONAL A=1.20 m 0+360 0+380 BUZON POSTE DE TELEFONO POSTE DE LUZ SIMBOLO D E S C R I P C I O N L E Y E N D A CESTO PARA BASURA BZN 885.55 884.24 0.96 \W1.3;\LESC: 1/50 \W1.3;\LESC: 1/50 \W1.3;\LESC: 1/50 \W1.3;\LESC: 1/50 \W1.3;\LESC: 1/50 \W1.3;\LESC: 1/50 \W1.3;\LESC: 1/50 \W1.3;\LESC: 1/50 \W1.3;\LESC: 1/50 \W1.3;\LESC: 1/50 \W1.3;\LESC: 1/50 \W1.3;\LESC: 1/50 ALCANTARILLA A=0.90 m. ALCANTARILLA A=0.90 m. ALCANTARILLA A=0.90 m. A1 A9 Pasa junta fierro Liso e=1″@ 0.50 \W1.3;\LSECCION 4-4 SECCION DE PAVIMENTO RIGIDO\W1; \lJR. JUNIN C-2 \W1.3;\LESC: 1/50 \W1.5;SUB – BASE e=0.20m \W1.5;SUB – BASE e=0.20m \W1.2;PAVIMENTO RIGIDO e=0.20m S= 3.00% S= 3.00% Junta Asfaltica e=1″ Tubo pvc sel e=1″ \W1.2;PAVIMENTO RIGIDO e=0.20m \W1.5;SUB – BASE e=0.20m \W1.5;SUB – BASE e=0.20m \W1.5;SUB – RASANTE MEJORADA H=0.50m \W1.5;SUB – RASANTE MEJORADA H=0.50m \W1.5;SUB – BASE e=0.20m \W1.2;LOZA DE CONCRETO 5 5 5 5 5 5 VEREDA \W1.5;SUB – BASE e=0.20m 5 5 5 5 5 Pasa junta fierro Liso e=1″@ 0.50 \W1.3;\LSECCION 6-6 SECCION DE PAVIMENTO RIGIDO\W1; \lJR. JUNIN C-2 \W1.5;SUB – BASE e=0.20m \W1.5;SUB – BASE e=0.20m \W1.2;PAVIMENTO RIGIDO e=0.20m S= 3.00% S= 3.00% Junta Asfaltica e=1″ Tubo pvc sel e=1″ \W1.2;PAVIMENTO RIGIDO e=0.20m \W1.5;SUB – BASE e=0.20m \W1.5;SUB – BASE e=0.20m \W1.5;SUB – RASANTE MEJORADA H=0.50m \W1.5;SUB – RASANTE MEJORADA H=0.50m VEREDA 5 5 5 5 5 5 5 5 5 5 5 5 5 \W1.5;SUB – BASE e=0.20m \W1.5;SUB – BASE e=0.20m \W1.5;SUB – BASE e=0.20m 5 5 1.00 A2 5 5 Pasa junta fierro Liso e=1″@ 0.50 \W1.3;\LSECCION 5-5 SECCION DE PAVIMENTO RIGIDO\W1; \lJR. JUNIN C-2 \W1.5;SUB – BASE e=0.20m \W1.5;SUB – BASE e=0.20m \W1.2;PAVIMENTO RIGIDO e=0.20m S= 3.00% S= 3.00% Junta Asfaltica e=1″ Tubo pvc sel e=1″ \W1.2;PAVIMENTO RIGIDO e=0.20m \W1.5;SUB – BASE e=0.20m \W1.5;SUB – BASE e=0.20m \W1.5;SUB – RASANTE MEJORADA H=0.50m \W1.5;SUB – RASANTE MEJORADA H=0.50m VEREDA 5 5 5 5 5 5 5 5 5 5 5 5 \W1.5;SUB – BASE e=0.20m \W1.5;SUB – BASE e=0.20m .40 5 5 \W1.5;SUB – BASE e=0.20m \W1.5;SUB – BASE e=0.20m \W1.5;SUB – BASE e=0.20m \W1.5;SUB – BASE e=0.20m \W1.5;SUB – BASE e=0.20m 5 5 5 \W1.9;PLANTA GENERAL Y SECCIONES CDRA 01 \W0.7;PG-01 PLANTA GENERAL Y BOCACALLES EN PRIMERA CUADRA JIRON JUNIN ESC: 1/250