OBRA: "CONSTRUCCION CALLE HIDALGO"
LOCALIDAD: LOCALIDAD DE PATAMBAN, MICHOACAN
CODIGO DESCRIPCION
P-001
ANCHO (A1+A2) D/2 AREA AREA. ACUM.
M2 M2 M M2 M2
0+000 6.20
0+010 6.20 12.40 5.00 62.00 62.00
0+020 6.20 12.40 5.00 62.00 124.00
0+030 6.13 12.33 5.00 61.65 185.65
0+040 6.13 12.26 5.00 61.30 246.95
0+050 5.92 12.05 5.00 60.25 307.20
0+060 5.82 11.74 5.00 58.70 365.90
0+070 5.76 11.58 5.00 57.90 423.80
0+080 5.80 11.56 5.00 57.80 481.60
0+090 5.70 11.50 5.00 57.50 539.10
0+100 5.50 11.20 5.00 56.00 595.10
0+110 5.60 11.10 5.00 55.50 650.60
0+120 5.90 11.50 5.00 57.50 708.10
0+130 5.80 11.70 5.00 58.50 766.60
0+140 5.40 11.20 5.00 56.00 822.60
0+150 5.60 11.00 5.00 55.00 877.60
0+160 5.55 11.15 5.00 55.75 933.35
0+170 5.70 11.25 5.00 56.25 989.60
0+180 5.95 11.65 5.00 58.25 1,047.85
0+190 6.05 12.00 5.00 60.00 1,107.85
0+200 6.20 12.25 5.00 61.25 1,169.10
0+210 6.30 12.50 5.00 62.50 1,231.60
0+220 6.50 12.80 5.00 64.00 1,295.60
0+230 6.80 13.30 5.00 66.50 1,362.10
0+240 6.50 13.30 5.00 66.50 1,428.60
0+250 6.65 13.15 5.00 65.75 1,494.35
0+260 6.70 13.35 5.00 66.75 1,561.10
0+270 7.00 13.70 5.00 68.50 1,629.60
0+280 6.70 13.70 5.00 68.50 1,698.10
0+290 7.00 13.70 5.00 68.50 1,766.600+300 6.50 13.50 5.00 67.50
1,834.10
1834.10
1,834.10
0+000 0+300
TOTAL (M2)
ESTACION
OBSERVACIONES:
RESUMEN DE TRAZO
DE ESTACIN A ESTACIN VOLUMEN (M2)
PRELIMINARES: TRAZO
OBRA: "CONSTRUCCION CALLE HIDALGO"
LOCALIDAD: LOCALIDAD DE PATAMBAN, MICHOACAN
CODIGO DESCRIPCION
P-001
PRELIMINARES: TRAZO
OBRA: "CONSTRUCCION CALLE HIDALGO"
LOCALIDAD: LOCALIDAD DE PATAMBAN, MICHOACAN
CODIGO DESCRIPCION
P-001
ANCHO (A1+A2) D/2 AREA AREA. ACUM.
M2 M2 M M2 M2
0+310 6.40 12.90 5.00 64.50 1,898.60
0+320 6.70 13.10 5.00 65.50 1,964.10
0+330 6.60 13.30 5.00 66.50 2,030.60
0+340 6.63 13.23 5.00 66.15 2,096.75
0+350 6.40 13.03 5.00 65.15 2,161.90
0+360 6.30 12.70 5.00 63.50 2,225.40
0+370 6.50 12.80 5.00 64.00 2,289.40
0+380 6.60 13.10 5.00 65.50 2,354.90
0+390 7.55 14.15 5.00 70.75 2,425.65
0+400 6.50 14.05 5.00 70.25 2,495.90
0+410 6.60 13.10 5.00 65.50 2,561.40
0+420 5.75 12.35 5.00 61.75 2,623.15
0+430 6.30 12.05 5.00 60.25 2,683.40
0+440 6.70 13.00 5.00 65.00 2,748.40
0+450 6.35 13.05 5.00 65.25 2,813.65
0+460 6.70 13.05 5.00 65.25 2,878.90
0+470 7.20 13.90 5.00 69.50 2,948.40
0+480 6.30 13.50 5.00 67.50 3,015.90
0+490 5.60 11.90 5.00 59.50 3,075.40
0+500 5.50 11.10 5.00 55.50 3,130.90
0+510 5.20 10.70 5.00 53.50 3,184.40
0+520 6.00 11.20 5.00 56.00 3,240.40
0+530 6.70 12.70 5.00 63.50 3,303.90
0+540 7.30 14.00 5.00 70.00 3,373.90
0+550 8.00 15.30 5.00 76.50 3,450.40
0+560 7.70 15.70 5.00 78.50 3,528.90
0+570 6.75 14.45 5.00 72.25 3,601.15
0+580 6.50 13.25 5.00 66.25 3,667.40
0+590 5.15 11.65 5.00 58.25 3,725.65
0+600 5.50 10.65 5.00 53.25 3,778.90
0+610 5.20 10.70 5.00 53.50 3,832.40
0+620 5.15 10.35 5.00 51.75 3,884.15
0+630 5.25 10.40 5.00 52.00 3,936.15
0+640 5.80 11.05 5.00 55.25 3,991.40
0+650
0+660
0+670
0+6800+690
3991.40
183.90
4,175.30
0+000 0+640
AREA DE POLIGONO (ABANICO)
TOTAL (M2)
OBSERVACIONES: AREA DE POLIGONO (ABANICO) = 183.90 M2
RESUMEN DE TRAZO
DE ESTACIN A ESTACIN VOLUMEN (M2)
PRELIMINARES: TRAZO
ESTACION
