Paving Stones DWG Block for AutoCAD

A STREET

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

indicated, no. plane, scale, digitalize, date, dimension, meters, I raise :, description of plane :, project :, constitutional municipal president, director of public works, public works councilor, general information, macro location, microlocalization, cfe, telmex, puebla , actions that, transform, government, curb, adoquin, paint application, chaflan, garrison, cover, curb, watering impregnation, hydraulic base, subgrade, poreo and jointing with sand, sand bed, variable, dentellon, paramento, pot, check, axis, concrete, log, fence, tree, ford, gauge, retained, gardi, guanr, banqt, cerk, cam, well, shaft construction box, side, distance, bearing, coordinates, est, for demolition , type of, material, factor, abundance, compaction, ordinates of the, curve mass, embankment, cut, terrain, volume, thickness, elevation, post relocation

Raw text data extracted from CAD file:

INDICADA No. DE PLANO 3/3 ESCALA DIGITALIZO FECHA ACOTACION METROS LEVANTO: DESCRIPCION DE PLANO: PROYECTO: PRESIDENTE MUNICIPAL CONSTITUCIONAL DIRECTOR DE OBRAS PUBLICAS REGIDOR DE OBRAS PUBLICAS INFORMACION GENERAL HONORABLE AYUNTAMIENTO DE XXXXXX. \W5.08333; 2014 – 2018 \W8.05419; SECCIONES DE PROYECTO MACROLOCALIZACION MICROLOCALIZACION CFE TELMEX 7.00 7.00 7.00 7.00 7.15 7.25 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 8.75 PUEBLA ACCIONES QUE TRANSFORMAN GOBIERNO DE 7.00 7.00 7.00 7.00 7.15 7.25 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 8.75 7.00 7.00 INDICADA No. DE PLANO 2/3 ESCALA DIGITALIZO FECHA ACOTACION METROS LEVANTO: DESCRIPCION DE PLANO: PROYECTO: PRESIDENTE MUNICIPAL CONSTITUCIONAL DIRECTOR DE OBRAS PUBLICAS REGIDOR DE OBRAS PUBLICAS INFORMACION GENERAL HONORABLE AYUNTAMIENTO DE XXXXXX. \W5.08333; 2014 – 2018 \W6.14758; PERFIL DE PROYECTO MACROLOCALIZACION MICROLOCALIZACION \W8.98315; ESC. S/E \W9.35665; DETALLE CONSTRUCTIVO 1CONSTRUCTIVO 1 \W8.98315; ESC. S/E \W9.20029; DETALLE CONSTRUCTIVO 2CONSTRUCTIVO 2 \W8.98315; ESC. S/E \W9.18483; DETALLE CONSTRUCTIVO 5CONSTRUCTIVO 5 BANQUETA ADOQUIN APLICACION DE PINTURA CHAFLAN GUARNICION 5 0.15 0.45 0.30 \W6.56740; ADOQUIN EN \W6.56740; FORMA DE \W6.56740; FLOR TAPA BROCAL RIEGO DE IMPREGNACION GUARNICION BASE HIDRAULICA SUBRASANTE POREO Y JUNTEO CON ARENA CAMA DE ARENA ADOQUIN BOMBEO 2 % CHAFLAN C BOMBEO 2 % L VARIABLE 0.30 0.15 0.30 0.15 BANQUETA GUARNICION CHAFLAN ADOQUIN TIPO HEXAGONAL RESISTENCIA f´c=300 Kg/cm2 CHAFLAN GUARNICION BANQUETA 5 5 5 5 5 0.30 0.10 DENTELLON 0.30 0.10 0.20 0.15 0.45 9.25 10.84 7.00 9.25 10.84 7.00 7.20 0,51 0,49 5.30 1.30 5.30 1.30 O S N E 1 PARAMENTO 2 PARAMENTO 3 PARAMENTO 4 GUARNICION 5 GUARNICION 6 GUARNICION 7 GUARNICION 8 GUARNICION 9 GUARNICION 10 PARAMENTO 11 CFE 12 OLLA 13 RETEN 14 RETEN 15 RETEN 16 GUARNICION 17 GUARNICION 18 GUARNICION 19 GUARNICION 20 GUARNICION 21 GUARNICION 22 TELMEX 23 GUARNICION 24 GUARNICION 25 GUARNICION 26 TN 27 EJE 28 TN 29 BN 30 TN 31 TN 32 EJE 33 TN 34 TN 35 GUARNICION 36 TN 37 EJE 38 TN 39 GUARNICION 40 CONCRETO 41 CONCRETO 42 PARAMENTO 43 CONCRETO 44 CONCRETO 45 PARAMENTO 46 REGISTRO 47 REGISTRO 48 REGISTRO 49 REGISTRO 50 PARAMENTO 51 TN 52 EJE 53 TN 54 GUARNICION 55 CERCA 56 GUARNICION 57 CERCA 58 GUARNICION 59 TN 60 EJE 61 TN 62 GUARNICION 63 GUARNICION 64 TN 65 EJE 66 TN 67 GUARNICION 68 TELMEX 69 PARAMENTO 70 GUARNICION 71 TN 72 EJE 73 TN 74 GUARNICION 75 ARBOL 76 VADO 77 VADO 78 VADO 79 VADO 80 VADO 81 OLLA 82 GUARNICION 83 TN 84 EJE 85 AUX1 86 AUX2 87 GUARNICION 88 GUARNICION 89 GUARNICION 90 GUARNICION 91 GUARNICION 92 GUARNICION 93 PARAMENTO 94 PARAMENTO 95 GUARNICION 96 TN 97 EJE 98 TN 99 GUARNICION 100 PARAMENTO 101 GUARNICION 102 TN 103 EJE 104 TN 105 GUARNICION 106 PARAMENTO 107 CERCA 108 GUARNICION 109 TN 110 EJE 111 TN 112 GUARNICION 113 GUARNICION 114 TN 115 EJE 116 TN 117 GUARNICION 118 GUARNICION 119 GUARNICION 120 GUARNICION 121 GUARNICION 122 TN 123 EJE 124 TN 125 TN 126 TN 127 TN 128 GUARNICION 129 GUARNICION 130 GUARNICION 131 GUARNICION 132 MEDIDOR 133 TELMEX 134 CERCA 135 OLLA 136 TN 137 TN 138 TN 139 GUARNICION 140 GUARNICION 141 GUARNICION 142 GUARNICION 143 CERCA 144 TN 145 EJE 146 TN 147 GUARNICION 148 TN 149 EJE 150 TN 151 GUARNICION 152 RETENIDA 153 CFE 154 BN 155 TELMEX 156 CERCA 157 GUARNICION 158 TN 159 EJE 160 TN 161 GUARNICION 162 GUARNICION 163 TN 164 EJE 165 TN 166 GUARNICION 167 TELMEX 168 CERCA 169 GUARNICION 170 TN 171 EJE 172 TN 173 GUARNICION 174 CFE 175 CERCA 176 CERCA 177 CERCA 178 CERCA 179 GUARNICION 180 TN 181 EJE 182 TN 183 GUARNICION 184 CERCA 185 CERCA 186 AUX3 187 AUX4 188 BANQUETA 189 BANQUETA 190 BANQUETA 191 BANQUETA 192 PARAMENTO 193 GARDI 194 BANQUETA 195 BANQUETA 196 BANQUETA 197 TELMEX 198 CFE 199 GUARNICION 200 TN 201 EJE 202 TN 203 GUARNICION 204 CERCA 205 GUARNICION 206 TN 207 EJE 208 TN 209 GUARNICION 210 PARAMENTO 211 TELMEX 212 PARAMENTO 213 GUARNICION 214 GUARNICION 215 GUARNICION 216 GUARNICION 217 TN 218 EJE 219 TN 220 GUARNICION 221 CERCA 222 REGISTRO 223 REGISTRO 224 REGISTRO 225 REGISTRO 226 AUX5 AUX6 141 RETENIDA 142 TELMEX 143 PARAMENTO 144 AUX3 145 AUX4 151 TN 152 TN 153 TN 154 TN 155 TN 156 RETENIDA 157 CFE 158 GUANR 159 TN 160 TN 161 TN 162 TN 170 GUANR 171 TN 172 TN 174 175 BN 185 BANQT 186 PARAMENTO 187 PARAMENTO 191 CERK 255 CAM 256 POZO 11 BN 154 BN 5 5 7.00 7.00 5 5 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 8.75 \W0.23602; CALLE HIDALGO \W1.14878; CALLE 7 ENERO \W1.14878; CALLE 7 ENERO \W3.78364; CALLE \W3.78364; CUAUHTEMOC \W0.35506; CALLE VICENTE \W0.35506; GUERRERO 0+000.00 0+020.00 0+040.00 0+060.00 0+080.00 0+100.00 0+120.00 0+140.00 0+160.00 0+180.00 0+200.00 0+220.00 0+240.00 0+260.00 0+280.00 0+300.00 0+320.00 0+340.00 0+360.00 0+380.00 0+396.80 BANCO DE NIVEL EN POSTE CFE PINTURA NEGRA ELEV.= 1004.74 \W2.68438; BANCO DE NIVEL EN POSTE \W2.68438; CFE PINTURA NEGRA \W5.93743; ELEV.= 1000.99 Y=9,940 Y=9,950 Y=9,960 Y=9,970 Y=9,980 Y=9,990 Y=10,000 Y=10,010 Y=10,020 Y=10,030 Y=10,040 Y=10,050 Y=10,060 Y=10,070 Y=10,080 Y=10,090 Y=10,100 Y=10,110 Y=10,120 Y=10,130 X=9,590 X=9,600 X=9,610 X=9,620 X=9,630 X=9,640 X=9,650 X=9,660 X=9,670 X=9,680 X=9,690 X=9,700 X=9,710 X=9,720 X=9,730 X=9,740 X=9,750 X=9,760 X=9,770 X=9,780 X=9,790 X=9,800 X=9,810 X=9,820 X=9,830 X=9,840 X=9,850 X=9,860 X=9,870 X=9,880 X=9,890 X=9,900 X=9,910 X=9,920 X=9,930 X=9,940 X=9,950 X=9,960 X=9,970 X=9,980 X=9,990 X=10,000 X=10,010 X=10,020 X=10,030 X=10,040 X=10,050 85 AUX1 86 AUX2 186 AUX3 187 AUX4 226 AUX5 AUX6 174 5 5 7.00 7.00 5 5 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 8.75 \W0.23602; CALLE HIDALGO \W1.14878; CALLE 7 ENERO \W1.14878; CALLE 7 ENERO \W3.78364; CALLE \W3.78364; CUAUHTEMOC \W0.35506; CALLE VICENTE \W0.35506; GUERRERO 0+000.00 0+020.00 0+040.00 0+060.00 0+080.00 0+100.00 0+120.00 0+140.00 0+160.00 0+180.00 0+200.00 0+220.00 0+240.00 0+260.00 0+280.00 0+300.00 0+320.00 0+340.00 0+360.00 0+380.00 0+396.80 \W2.68438; BANCO DE NIVEL EN POSTE \W2.68438; CFE PINTURA NEGRA \W5.93743; ELEV.= 1000.99 Y=9,960 Y=9,970 Y=9,980 Y=9,990 Y=10,000 Y=10,010 Y=10,020 Y=10,030 Y=10,040 Y=10,050 Y=10,060 Y=10,070 Y=10,080 Y=10,090 X=9,600 X=9,610 X=9,620 X=9,630 X=9,640 X=9,650 X=9,660 X=9,670 X=9,680 X=9,690 X=9,700 X=9,710 X=9,720 X=9,730 X=9,740 X=9,750 X=9,760 X=9,770 X=9,780 X=9,790 X=9,800 X=9,810 X=9,820 X=9,830 X=9,840 X=9,850 X=9,860 X=9,870 X=9,880 X=9,890 X=9,900 X=9,910 X=9,920 X=9,930 X=9,940 X=9,950 X=9,960 X=9,970 X=9,980 X=9,990 X=10,000 X=10,010 X=10,020 X=10,030 X=10,040 5 5 0+000.00 0+020.00 0+040.00 CUADRO DE CONSTRUCCION DE EJE LADO DISTANCIA RUMBO V X Y COORDENADAS EST PV PST=0+000.00 10,013.5556 9,999.1867 PST=0+000.00 PI=0+010.28 N 77°56’34.09″ W 10.289 PI=0+010.28 10,003.4936 10,001.3359 PI=0+010.28 PI=0+202.85 N 82°43’37.11″ W 192.564 PI=0+202.85 9,812.4789 10,025.7141 D = 4°47’3.01″ izq PI=0+202.85 PI=0+216.78 N 82°20’49.74″ W 13.936 PI=0+216.78 9,798.6671 10,027.5699 D = 0°22’47.37″ der PI=0+216.78 PST=0+396.80 N 82°57’15.15″ W 180.014 PST=0+396.80 9,620.0129 10,049.6509 D = 0°36’25.41″ izq LONGITUD = 396.803m 5 5 7.00 0+380.00 0+396.80 85 AUX1 86 AUX2 0+200.00 0+220.00 5 5 7.00 7.20 5 5 5.30 1.30 PARA DEMOLICION P.I. K=0+010.43 P.I. K=0+206.28 P.I. K=0+216.56 1,010 1,009 1,008 1,007 1,006 1,005 1,004 1,003 1,002 1,001 1,000 999 998 997 996 995 994 993 992 991 TIPO DE MATERIAL FACTOR DE ABUNDAMIENTO FACTOR DE COMPACTACION ORDENADAS DE LA CURVA MASA TERRAPLEN CORTE TERRAPLEN CORTE SUBRASANTE TERRENO VOLUMEN ESPESOR ELEVACION ESCALA HORIZONTAL 1 : 1000 ESCALA VERTICAL 1 : 100 PERFIL CALLE 7 DE ENERO +6.0403 % en 10.43m +1.4756 % en 195.85m +0.0000 % en 10.28m +1.1596 % en 180.24m -11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11 996 997 998 999 1,000 1,001 1,002 L C R=998.87 T.N.=999.19 OFF=-3.50 R=999.18 OFF=3.50 R=999.23 AREA DE CORTE = 2.58m2 AREA DE TERRAPLEN = 0.00m2 BASE = 1.40m2 CAMA DE ARENA = 0.35m2 ADOQUIN = 0.56m2 -2.00% -2.00% 0:1 0:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+000.00 0+000.00 1,001 0.00 0.00 0.32 998.87 999.19 -11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11 997 998 999 1,000 1,001 1,002 1,003 L C R=999.64 T.N.=1,000.12 OFF=-3.52 R=1,000.10 OFF=3.52 R=1,000.16 AREA DE CORTE = 3.63m2 AREA DE TERRAPLEN = 0.00m2 BASE = 1.41m2 CAMA DE ARENA = 0.35m2 ADOQUIN = 0.56m2 -2.00% -2.00% 0:1 0:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+020.00 0+020.00 1,063 0.00 62.13 0.48 999.64 1,000.12 -11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11 997 998 999 1,000 1,001 1,002 1,003 L C R=999.94 T.N.=1,000.37 OFF=-3.53 R=1,000.36 OFF=3.53 R=1,000.38 AREA DE CORTE = 3.29m2 AREA DE TERRAPLEN = 0.00m2 BASE = 1.41m2 CAMA DE ARENA = 0.35m2 ADOQUIN = 0.56m2 -2.00% -2.00% 0:1 0:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+040.00 0+040.00 1,132 0.00 69.16 0.43 999.94 1,000.37 -11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11 998 999 1,000 1,001 1,002 1,003 L C R=1,000.23 T.N.=1,000.55 OFF=-3.55 R=1,000.62 OFF=3.55 R=1,000.53 AREA DE CORTE = 2.59m2 AREA DE TERRAPLEN = 0.00m2 BASE = 1.42m2 CAMA DE ARENA = 0.35m2 ADOQUIN = 0.57m2 -2.00% -2.00% 0:1 0:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+060.00 0+060.00 1,191 0.00 58.74 0.32 1,000.23 1,000.55 -11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11 998 999 1,000 1,001 1,002 1,003 L C R=1,000.53 T.N.=1,000.88 OFF=-3.56 R=1,000.89 OFF=3.56 R=1,000.93 AREA DE CORTE = 2.80m2 AREA DE TERRAPLEN = 0.00m2 BASE = 1.42m2 CAMA DE ARENA = 0.36m2 ADOQUIN = 0.57m2 -2.00% -2.00% 0:1 0:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+080.00 0+080.00 1,245 0.00 53.82 0.36 1,000.53 1,000.88 -11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11 998 999 1,000 1,001 1,002 1,003 1,004 L C R=1,000.82 T.N.=1,001.29 OFF=-3.58 R=1,001.19 OFF=3.57 R=1,001.15 AREA DE CORTE = 3.24m2 AREA DE TERRAPLEN = 0.00m2 BASE = 1.43m2 CAMA DE ARENA = 0.36m2 ADOQUIN = 0.57m2 -2.00% -2.00% 0:1 0:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+100.00 0+100.00 1,305 0.00 60.39 0.47 1,000.82 1,001.29 -11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11 998 999 1,000 1,001 1,002 1,003 1,004 L C R=1,001.12 T.N.=1,001.49 OFF=-3.63 R=1,001.48 OFF=3.63 R=1,001.51 AREA DE CORTE = 3.01m2 AREA DE TERRAPLEN = 0.00m2 BASE = 1.45m2 CAMA DE ARENA = 0.36m2 ADOQUIN = 0.58m2 -2.00% -2.00% 0:1 0:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+120.00 0+120.00 1,368 0.00 62.53 0.38 1,001.12 1,001.49 -11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11 999 1,000 1,001 1,002 1,003 1,004 L C R=1,001.41 T.N.=1,001.68 OFF=-3.50 R=1,001.62 OFF=3.50 R=1,001.68 AREA DE CORTE = 2.13m2 AREA DE TERRAPLEN = 0.00m2 BASE = 1.40m2 CAMA DE ARENA = 0.35m2 ADOQUIN = 0.56m2 -2.00% -2.00% 0:1 0:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+140.00 0+140.00 1,419 0.00 51.37 0.27 1,001.41 1,001.68 -11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11 999 1,000 1,001 1,002 1,003 1,004 1,005 L C R=1,001.71 T.N.=1,001.82 OFF=-3.50 R=1,001.92 OFF=3.50 R=1,001.80 AREA DE CORTE = 1.16m2 AREA DE TERRAPLEN = 0.00m2 BASE = 1.40m2 CAMA DE ARENA = 0.35m2 ADOQUIN = 0.56m2 -2.00% -2.00% 0:1 0:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+160.00 0+160.00 1,452 0.00 32.83 0.12 1,001.71 1,001.82 -11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11 999 1,000 1,001 1,002 1,003 1,004 1,005 L C R=1,002.00 T.N.=1,001.96 OFF=-3.50 R=1,002.20 OFF=3.50 R=1,002.21 AREA DE CORTE = 0.48m2 AREA DE TERRAPLEN = 0.05m2 BASE = 1.40m2 CAMA DE ARENA = 0.35m2 ADOQUIN = 0.56m2 -2.00% -2.00% 0:1 0:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+180.00 0+180.00 1,468 0.51 16.40 0.04 1,002.00 1,001.96 -11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11 1,000 1,001 1,002 1,003 1,004 1,005 L C R=1,002.30 T.N.=1,002.30 OFF=-3.50 R=1,002.65 OFF=3.50 R=1,002.58 AREA DE CORTE = 0.45m2 AREA DE TERRAPLEN = 0.00m2 BASE = 1.40m2 CAMA DE ARENA = 0.35m2 ADOQUIN = 0.56m2 -2.00% -2.00% 0:1 0:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+200.00 0+200.00 1,477 0.55 9.37 0.00 1,002.30 1,002.30 -11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11 1,000 1,001 1,002 1,003 1,004 1,005 L C R=1,002.43 T.N.=1,002.88 OFF=-3.50 R=1,002.90 OFF=3.50 R=1,002.88 AREA DE CORTE = 3.40m2 AREA DE TERRAPLEN = 0.00m2 BASE = 1.40m2 CAMA DE ARENA = 0.35m2 ADOQUIN = 0.56m2 -2.00% -2.00% 0:1 0:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+220.00 0+220.00 1,515 0.04 38.55 0.45 1,002.43 1,002.88 -11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11 1,000 1,001 1,002 1,003 1,004 1,005 1,006 L C R=1,002.66 T.N.=1,003.25 OFF=-3.50 R=1,003.17 OFF=3.50 R=1,003.32 AREA DE CORTE = 4.37m2 AREA DE TERRAPLEN = 0.00m2 BASE = 1.40m2 CAMA DE ARENA = 0.35m2 ADOQUIN = 0.56m2 -2.00% -2.00% 0:1 0:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+240.00 0+240.00 1,593 0.00 77.72 0.59 1,002.66 1,003.25 -11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11 1,000 1,001 1,002 1,003 1,004 1,005 1,006 L C R=1,002.89 T.N.=1,003.24 OFF=-3.50 R=1,003.38 OFF=3.50 R=1,003.38 AREA DE CORTE = 2.95m2 AREA DE TERRAPLEN = 0.00m2 BASE = 1.40m2 CAMA DE ARENA = 0.35m2 ADOQUIN = 0.56m2 -2.00% -2.00% 0:1 0:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+260.00 0+260.00 1,666 0.00 73.25 0.34 1,002.89 1,003.24 -11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11 1,001 1,002 1,003 1,004 1,005 1,006 L C R=1,003.13 T.N.=1,003.52 OFF=-3.50 R=1,003.55 OFF=3.50 R=1,003.60 AREA DE CORTE = 3.20m2 AREA DE TERRAPLEN = 0.00m2 BASE = 1.40m2 CAMA DE ARENA = 0.35m2 ADOQUIN = 0.56m2 -2.00% -2.00% 0:1 0:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+280.00 0+280.00 1,728 0.00 61.60 0.39 1,003.13 1,003.52 -11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11 1,001 1,002 1,003 1,004 1,005 1,006 L C R=1,003.36 T.N.=1,003.72 OFF=-3.50 R=1,003.74 OFF=3.50 R=1,003.77 AREA DE CORTE = 2.83m2 AREA DE TERRAPLEN = 0.00m2 BASE = 1.40m2 CAMA DE ARENA = 0.35m2 ADOQUIN = 0.56m2 -2.00% -2.00% 0:1 0:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+300.00 0+300.00 1,788 0.00 60.33 0.36 1,003.36 1,003.72 -11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11 1,001 1,002 1,003 1,004 1,005 1,006 1,007 L C R=1,003.59 T.N.=1,003.95 OFF=-3.50 R=1,003.86 OFF=3.50 R=1,004.05 AREA DE CORTE = 2.75m2 AREA DE TERRAPLEN = 0.00m2 BASE = 1.40m2 CAMA DE ARENA = 0.35m2 ADOQUIN = 0.56m2 -2.00% -2.00% 0:1 0:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+320.00 0+320.00 1,844 0.00 55.75 0.36 1,003.59 1,003.95 -11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11 1,001 1,002 1,003 1,004 1,005 1,006 1,007 L C R=1,003.82 T.N.=1,004.33 OFF=-3.50 R=1,004.31 OFF=3.50 R=1,004.43 AREA DE CORTE = 3.94m2 AREA DE TERRAPLEN = 0.00m2 BASE = 1.40m2 CAMA DE ARENA = 0.35m2 ADOQUIN = 0.56m2 -2.00% -2.00% 0:1 0:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+340.00 0+340.00 1,911 0.00 66.84 0.51 1,003.82 1,004.33 -11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11 1,001 1,002 1,003 1,004 1,005 1,006 1,007 L C R=1,004.05 T.N.=1,004.69 OFF=-3.50 R=1,004.64 OFF=3.50 R=1,004.54 AREA DE CORTE = 4.53m2 AREA DE TERRAPLEN = 0.00m2 BASE = 1.40m2 CAMA DE ARENA = 0.35m2 ADOQUIN = 0.56m2 -2.00% -2.00% 0:1 0:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+360.00 0+360.00 1,995 0.00 84.66 0.64 1,004.05 1,004.69 -11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11 1,002 1,003 1,004 1,005 1,006 1,007 L C R=1,004.29 T.N.=1,004.79 OFF=-3.50 R=1,004.68 OFF=3.50 R=1,004.79 AREA DE CORTE = 3.69m2 AREA DE TERRAPLEN = 0.00m2 BASE = 1.40m2 CAMA DE ARENA = 0.35m2 ADOQUIN = 0.56m2 -2.00% -2.00% 0:1 0:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+380.00 0+380.00 2,078 0.00 82.16 0.51 1,004.29 1,004.79 -11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11 1,002 1,003 1,004 1,005 1,006 1,007 1,008 L C R=1,004.48 T.N.=1,004.79 OFF=-3.50 R=1,004.73 OFF=3.50 R=1,004.88 AREA DE CORTE = 2.47m2 AREA DE TERRAPLEN = 0.00m2 BASE = 1.40m2 CAMA DE ARENA = 0.35m2 ADOQUIN = 0.56m2 -2.00% -2.00% 0:1 0:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+396.80 0+396.80 2,129 0.00 51.70 0.31 1,004.48 1,004.79 TOTAL VOLUMEN CORTE = 1,129.29m3 TOTAL VOLUMEN TERRAPLEN = -1.09m3 1,010 1,009 1,008 1,007 1,006 1,005 1,004 1,003 1,002 1,001 1,000 999 998 997 996 995 994 993 992 991 TIPO DE MATERIAL FACTOR DE ABUNDAMIENTO FACTOR DE COMPACTACION ORDENADAS DE LA CURVA MASA TERRAPLEN CORTE TERRAPLEN CORTE SUBRASANTE TERRENO VOLUMEN ESPESOR ELEVACION ESCALA HORIZONTAL 1 : 750 ESCALA VERTICAL 1 : 75 PERFIL CALLE 7 DE ENERO +6.0403 % en 10.43m +1.4756 % en 195.85m +0.0000 % en 10.28m +1.1596 % en 180.24m -11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11 996 997 998 999 1,000 1,001 1,002 L C R=998.87 T.N.=999.19 OFF=-3.50 R=999.18 OFF=3.50 R=999.23 AREA DE CORTE = 2.58m2 AREA DE TERRAPLEN = 0.00m2 BASE = 1.40m2 CAMA DE ARENA = 0.35m2 ADOQUIN = 0.56m2 -2.00% -2.00% 0:1 0:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+000.00 0+000.00 1,001 0.00 0.00 0.32 998.87 999.19 -11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11 997 998 999 1,000 1,001 1,002 1,003 L C R=999.64 T.N.=1,000.12 OFF=-3.52 R=1,000.10 OFF=3.52 R=1,000.16 AREA DE CORTE = 3.63m2 AREA DE TERRAPLEN = 0.00m2 BASE = 1.41m2 CAMA DE ARENA = 0.35m2 ADOQUIN = 0.56m2 -2.00% -2.00% 0:1 0:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+020.00 0+020.00 1,063 0.00 62.13 0.48 999.64 1,000.12 -11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11 997 998 999 1,000 1,001 1,002 1,003 L C R=999.94 T.N.=1,000.37 OFF=-3.53 R=1,000.36 OFF=3.53 R=1,000.38 AREA DE CORTE = 3.29m2 AREA DE TERRAPLEN = 0.00m2 BASE = 1.41m2 CAMA DE ARENA = 0.35m2 ADOQUIN = 0.56m2 -2.00% -2.00% 0:1 0:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+040.00 0+040.00 1,132 0.00 69.16 0.43 999.94 1,000.37 -11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11 998 999 1,000 1,001 1,002 1,003 L C R=1,000.23 T.N.=1,000.55 OFF=-3.55 R=1,000.62 OFF=3.55 R=1,000.53 AREA DE CORTE = 2.59m2 AREA DE TERRAPLEN = 0.00m2 BASE = 1.42m2 CAMA DE ARENA = 0.35m2 ADOQUIN = 0.57m2 -2.00% -2.00% 0:1 0:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+060.00 0+060.00 1,191 0.00 58.74 0.32 1,000.23 1,000.55 -11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11 998 999 1,000 1,001 1,002 1,003 L C R=1,000.53 T.N.=1,000.88 OFF=-3.56 R=1,000.89 OFF=3.56 R=1,000.93 AREA DE CORTE = 2.80m2 AREA DE TERRAPLEN = 0.00m2 BASE = 1.42m2 CAMA DE ARENA = 0.36m2 ADOQUIN = 0.57m2 -2.00% -2.00% 0:1 0:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+080.00 0+080.00 1,245 0.00 53.82 0.36 1,000.53 1,000.88 -11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11 998 999 1,000 1,001 1,002 1,003 1,004 L C R=1,000.82 T.N.=1,001.29 OFF=-3.58 R=1,001.19 OFF=3.57 R=1,001.15 AREA DE CORTE = 3.24m2 AREA DE TERRAPLEN = 0.00m2 BASE = 1.43m2 CAMA DE ARENA = 0.36m2 ADOQUIN = 0.57m2 -2.00% -2.00% 0:1 0:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+100.00 0+100.00 1,305 0.00 60.39 0.47 1,000.82 1,001.29 -11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11 998 999 1,000 1,001 1,002 1,003 1,004 L C R=1,001.12 T.N.=1,001.49 OFF=-3.63 R=1,001.48 OFF=3.63 R=1,001.51 AREA DE CORTE = 3.01m2 AREA DE TERRAPLEN = 0.00m2 BASE = 1.45m2 CAMA DE ARENA = 0.36m2 ADOQUIN = 0.58m2 -2.00% -2.00% 0:1 0:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+120.00 0+120.00 1,368 0.00 62.53 0.38 1,001.12 1,001.49 -11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11 999 1,000 1,001 1,002 1,003 1,004 L C R=1,001.41 T.N.=1,001.68 OFF=-3.50 R=1,001.62 OFF=3.50 R=1,001.68 AREA DE CORTE = 2.13m2 AREA DE TERRAPLEN = 0.00m2 BASE = 1.40m2 CAMA DE ARENA = 0.35m2 ADOQUIN = 0.56m2 -2.00% -2.00% 0:1 0:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+140.00 0+140.00 1,419 0.00 51.37 0.27 1,001.41 1,001.68 -11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11 999 1,000 1,001 1,002 1,003 1,004 1,005 L C R=1,001.71 T.N.=1,001.82 OFF=-3.50 R=1,001.92 OFF=3.50 R=1,001.80 AREA DE CORTE = 1.16m2 AREA DE TERRAPLEN = 0.00m2 BASE = 1.40m2 CAMA DE ARENA = 0.35m2 ADOQUIN = 0.56m2 -2.00% -2.00% 0:1 0:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+160.00 0+160.00 1,452 0.00 32.83 0.12 1,001.71 1,001.82 -11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11 999 1,000 1,001 1,002 1,003 1,004 1,005 L C R=1,002.00 T.N.=1,001.96 OFF=-3.50 R=1,002.20 OFF=3.50 R=1,002.21 AREA DE CORTE = 0.48m2 AREA DE TERRAPLEN = 0.05m2 BASE = 1.40m2 CAMA DE ARENA = 0.35m2 ADOQUIN = 0.56m2 -2.00% -2.00% 0:1 0:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+180.00 0+180.00 1,468 0.51 16.40 0.04 1,002.00 1,001.96 -11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11 1,000 1,001 1,002 1,003 1,004 1,005 L C R=1,002.30 T.N.=1,002.30 OFF=-3.50 R=1,002.65 OFF=3.50 R=1,002.58 AREA DE CORTE = 0.45m2 AREA DE TERRAPLEN = 0.00m2 BASE = 1.40m2 CAMA DE ARENA = 0.35m2 ADOQUIN = 0.56m2 -2.00% -2.00% 0:1 0:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+200.00 0+200.00 1,477 0.55 9.37 0.00 1,002.30 1,002.30 -11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11 1,000 1,001 1,002 1,003 1,004 1,005 L C R=1,002.43 T.N.=1,002.88 OFF=-3.50 R=1,002.90 OFF=3.50 R=1,002.88 AREA DE CORTE = 3.40m2 AREA DE TERRAPLEN = 0.00m2 BASE = 1.40m2 CAMA DE ARENA = 0.35m2 ADOQUIN = 0.56m2 -2.00% -2.00% 0:1 0:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+220.00 0+220.00 1,515 0.04 38.55 0.45 1,002.43 1,002.88 -11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11 1,000 1,001 1,002 1,003 1,004 1,005 1,006 L C R=1,002.66 T.N.=1,003.25 OFF=-3.50 R=1,003.17 OFF=3.50 R=1,003.32 AREA DE CORTE = 4.37m2 AREA DE TERRAPLEN = 0.00m2 BASE = 1.40m2 CAMA DE ARENA = 0.35m2 ADOQUIN = 0.56m2 -2.00% -2.00% 0:1 0:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+240.00 0+240.00 1,593 0.00 77.72 0.59 1,002.66 1,003.25 -11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11 1,000 1,001 1,002 1,003 1,004 1,005 1,006 L C R=1,002.89 T.N.=1,003.24 OFF=-3.50 R=1,003.38 OFF=3.50 R=1,003.38 AREA DE CORTE = 2.95m2 AREA DE TERRAPLEN = 0.00m2 BASE = 1.40m2 CAMA DE ARENA = 0.35m2 ADOQUIN = 0.56m2 -2.00% -2.00% 0:1 0:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+260.00 0+260.00 1,666 0.00 73.25 0.34 1,002.89 1,003.24 -11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11 1,001 1,002 1,003 1,004 1,005 1,006 L C R=1,003.13 T.N.=1,003.52 OFF=-3.50 R=1,003.55 OFF=3.50 R=1,003.60 AREA DE CORTE = 3.20m2 AREA DE TERRAPLEN = 0.00m2 BASE = 1.40m2 CAMA DE ARENA = 0.35m2 ADOQUIN = 0.56m2 -2.00% -2.00% 0:1 0:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+280.00 0+280.00 1,728 0.00 61.60 0.39 1,003.13 1,003.52 -11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11 1,001 1,002 1,003 1,004 1,005 1,006 L C R=1,003.36 T.N.=1,003.72 OFF=-3.50 R=1,003.74 OFF=3.50 R=1,003.77 AREA DE CORTE = 2.83m2 AREA DE TERRAPLEN = 0.00m2 BASE = 1.40m2 CAMA DE ARENA = 0.35m2 ADOQUIN = 0.56m2 -2.00% -2.00% 0:1 0:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+300.00 0+300.00 1,788 0.00 60.33 0.36 1,003.36 1,003.72 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11 1,001 1,002 1,003 1,004 1,005 1,006 1,007 L C R=1,003.59 T.N.=1,003.95 OFF=-3.50 R=1,003.86 OFF=3.50 R=1,004.05 AREA DE CORTE = 2.75m2 AREA DE TERRAPLEN = 0.00m2 BASE = 1.40m2 CAMA DE ARENA = 0.35m2 ADOQUIN = 0.56m2 -2.00% -2.00% 0:1 0:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+320.00 0+320.00 1,844 0.00 55.75 0.36 1,003.59 1,003.95 -11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11 1,001 1,002 1,003 1,004 1,005 1,006 1,007 L C R=1,003.82 T.N.=1,004.33 OFF=-3.50 R=1,004.31 OFF=3.50 R=1,004.43 AREA DE CORTE = 3.94m2 AREA DE TERRAPLEN = 0.00m2 BASE = 1.40m2 CAMA DE ARENA = 0.35m2 ADOQUIN = 0.56m2 -2.00% -2.00% 0:1 0:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+340.00 0+340.00 1,911 0.00 66.84 0.51 1,003.82 1,004.33 -11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11 1,001 1,002 1,003 1,004 1,005 1,006 1,007 L C R=1,004.05 T.N.=1,004.69 OFF=-3.50 R=1,004.64 OFF=3.50 R=1,004.54 AREA DE CORTE = 4.53m2 AREA DE TERRAPLEN = 0.00m2 BASE = 1.40m2 CAMA DE ARENA = 0.35m2 ADOQUIN = 0.56m2 -2.00% -2.00% 0:1 0:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+360.00 0+360.00 1,995 0.00 84.66 0.64 1,004.05 1,004.69 -11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11 1,002 1,003 1,004 1,005 1,006 1,007 L C R=1,004.29 T.N.=1,004.79 OFF=-3.50 R=1,004.68 OFF=3.50 R=1,004.79 AREA DE CORTE = 3.69m2 AREA DE TERRAPLEN = 0.00m2 BASE = 1.40m2 CAMA DE ARENA = 0.35m2 ADOQUIN = 0.56m2 -2.00% -2.00% 0:1 0:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+380.00 0+380.00 2,078 0.00 82.16 0.51 1,004.29 1,004.79 -11 -10 -9 -8 -7 -6 -5 -4 -3 -2 -1 0 1 2 3 4 5 6 7 8 9 10 11 1,002 1,003 1,004 1,005 1,006 1,007 1,008 L C R=1,004.48 T.N.=1,004.79 OFF=-3.50 R=1,004.73 OFF=3.50 R=1,004.88 AREA DE CORTE = 2.47m2 AREA DE TERRAPLEN = 0.00m2 BASE = 1.40m2 CAMA DE ARENA = 0.35m2 ADOQUIN = 0.56m2 -2.00% -2.00% 0:1 0:1 ESCALA HORIZONTAL 1 : 100 ESCALA VERTICAL 1 : 100 ESTACION 0+396.80 0+396.80 2,129 0.00 51.70 0.31 1,004.48 1,004.79 TOTAL VOLUMEN CORTE = 1,129.29m3 TOTAL VOLUMEN TERRAPLEN = -1.09m3 -11 BANCO DE NIVEL EN POSTE CFE PINTURA NEGRA ELEV.= 1004.74 BANCO DE NIVEL EN POSTE CFE PINTURA NEGRA ELEV.= 1000.99 11 BN 154 BN 5.30 1.30 INDICADA No. DE PLANO 1/3 ESCALA DIGITALIZO FECHA ACOTACION METROS LEVANTO: DESCRIPCION DE PLANO: PROYECTO: PRESIDENTE MUNICIPAL CONSTITUCIONAL DIRECTOR DE OBRAS PUBLICAS REGIDOR DE OBRAS PUBLICAS INFORMACION GENERAL HONORABLE AYUNTAMIENTO DE XXXXXX. \W5.08333; 2014 – 2018 \W8.03805; PLANTA GENERAL MACROLOCALIZACION MICROLOCALIZACION \W9.90041; ESC. 1:600 \W6.82691; PLANTA GENERALGENERAL \W7.14496; GUARNICION \W7.41877; EXISTENTE \W7.14496; GUARNICION \W7.41877; EXISTENTE \W5.59734; PISO DE ADOCRETO \W6.15687; TIPO HEXAGONAL \W6.79202; f´c= 300 kg/cm2 AREA 1= 1.09m2 AREA 2= 0.95m2 AREA 3= 1.84m2 \W6.65567; GUARNICION NUEVA \W8.35805; CONCRETO \W6.82234; f’c= 150 kg/cm2 CALLE 7 DE7 DE \W2.08822; \LENERO \W2.79562; CALLE VICENTE GUERREROVICENTE GUERRERO \W7.95329; CHAFLAN DE \W8.35805; CONCRETO \W6.82234; f’c= 200 kg/cm2 \W8.98315; ESC. S/E \W8.39184; DETALLE SECCION TIPOSECCION TIPO \W5.59734; PISO DE ADOCRETO \W7.41877; EXISTENTE \W5.59734; PISO DE ADOCRETO \W6.15687; TIPO HEXAGONAL \W6.79202; f´c= 300 kg/cm2 \W7.14496; GUARNICION \W7.41877; EXISTENTE \W7.14496; GUARNICION \W7.41877; EXISTENTE \W7.72830; CAJA DE \W6.85925; VALVULAS DE \W6.56163; AGUA POTABLE \W6.65567; GUARNICION NUEVA \W8.35805; CONCRETO \W6.82234; f’c= 150 kg/cm2 AREA 4= 0.27m2 AREA 5= 0.10m2 AREA 6= 0.11m2 AREA 7= 0.72m2 \W8.40567; RETEN DE \W8.35805; CONCRETO \W7.70877; f´c= 200 Kg/cm2 \W8.40567; RETEN DE \W8.35805; CONCRETO \W7.70877; f´c= 200 Kg/cm2 \W8.40567; RETEN DE \W8.35805; CONCRETO \W7.70877; f´c= 200 Kg/cm2 CALLE 7 DE7 DE \W2.08822; \LENERO \W5.32638; CALLE \W9.77181; \LHIDALGO CALLE 7 DE7 DE \W2.08822; \LENERO \W5.32638; CALLE \W7.93848; \LCUAUHTEMOC \W5.59734; PISO DE ADOCRETO \W6.15687; TIPO HEXAGONAL \W6.79202; f´c= 300 kg/cm2 \W0.93272; DETALLE 11 \W2.52103; ESC. 1:125 \W0.69818; DETALLE 22 \W0.68400; DETALLE 33 \W2.52103; ESC. 1:125 \W2.52103; ESC. 1:125 DETALLE 2 DETALLE 3 DETALLE 1 REUBICACION DE POSTE \W7.95329; CHAFLAN DE \W8.35805; CONCRETO \W6.82234; f’c= 200 kg/cm2