Cross Sections DWG Section for AutoCAD

Cross Sections DWG Section for AutoCAD

We have sections of tracks both in cutting pavement; gutters and sidewalks

Raw text data extracted from CAD file:

1594 1596 1598 1600 1594 1596 1598 1600 0+000.00 CT=1596.666 CR=1596.666 CSR=1593.066 ACP= 2.32 ARP= 0.00 0 10 -10 1594 1596 1598 1600 1594 1596 1598 1600 CT=1596.751 CR=1596.703 CSR=1596.103 ACP= 2.34 ARP= 0.00 0 10 -10 0+010.00 1594 1596 1598 1600 1594 1596 1598 1600 CT=1597.047 CR=1596.821 CSR=1596.221 ACP= 2.92 ARP= 0.00 0 10 -10 0+020.00 1594 1596 1598 1600 1594 1596 1598 1600 10 -10 0+030.00 CT=1597.099 CR=1596.898 CSR=1596.298 ACP= 2.86 ARV= 0.05 0 10 -10 1594 1596 1598 1600 1594 1596 1598 1600 10 -10 10 -10 CT=1596.985 CR=1596.898 CSR=1596.298 ACP= 2.21 ARV= 0.11 0 0+040.00 1594 1596 1598 1600 1594 1596 1598 1600 10 -10 10 -10 CT=1597.067 CR=1597.052 CSR=1596.452 ACP= 2.26 ARP= 0.00 0 0+050.00 1594 1596 1598 1600 1594 1596 1598 1600 10 -10 10 -10 CT=1597.067 CR=1597.052 CSR=1596.452 ACP= 2.79 ARP= 0.00 0 0+060.00 1594 1596 1598 1600 1594 1596 1598 1600 10 -10 10 -10 CT=1597.315 CR=1597.207 CSR=1596.607 ACP= 2.55 ARP= 0.00 0 0+070.00 1594 1596 1598 1600 1594 1596 1598 1600 10 -10 10 -10 CT=1597.498 CR=1597.284 CSR=1596.684 ACP= 2.93 ARP= 0.00 0 0+080.00 1594 1596 1598 1600 1594 1596 1598 1600 10 -10 10 -10 CT=1597.455 CR=1597.376 CSR=1596.776 ACP= 2.44 ARV= 0.03 0 0+090.00 1594 1596 1598 1600 1594 1596 1598 1600 10 -10 10 -10 CT=1597.493 CR=1597.501 CSR=1596.901 ACP= 2.09 ARV= 0.22 0 0+100.00 1594 1596 1598 1600 1594 1596 1598 1600 10 -10 10 -10 CT=1597.657 CR=1597.659 CSR=1597.059 ACP= 4.22 ARP= 0.00 0 0+110.00 1594 1596 1598 1600 1594 1596 1598 1600 10 -10 10 -10 CT=1597.950 CR=1597.850 CSR=1597.250 ACP= 2.93 ARP= 0.00 0 0+120.00 1594 1596 1598 1600 1594 1596 1598 1600 10 -10 10 -10 CT=1598.123 CR=1598.074 CSR=1597.474 ACP= 2.34 ARV= 0.04 0 0+130.00 1596 1598 1600 1596 1598 1600 10 -10 10 -10 CT=1598.173 CR=1598.316 CSR=1597.716 ACP= 1.64 ARV= 0.42 0 1602 1602 0+140.00 1596 1598 1600 10 -10 10 -10 CT=1598.245 CR=1598.559 CSR=1597.959 ACP= 1.04 ARP= 0.77 0 1602 1596 1598 1600 1602 0+150.00 1596 1598 1600 10 -10 10 -10 CT=1598.489 CR=1598.801 CSR=1598.201 ACP= 1.03 ARP= 0.49 0 1602 1596 1598 1600 1602 0+160.00 1596 1598 1600 10 -10 10 -10 CT=1598.761 CR=1599.043 CSR=1598.443 ACP= 1.22 ARP= 0.53 0 1602 1596 1598 1600 1602 0+170.00 1596 1598 1600 10 -10 10 -10 CT=1598.961 CR=1599.285 CSR=1598.685 ACP= 1.14 ARP= 0.45 0 1602 1596 1598 1600 1602 0+180.00 1596 1598 1600 10 -10 10 -10 CT=1599.295 CR=1599.527 CSR=1598.927 ACP= 1.39 ARV= 0.44 0 1602 1596 1598 1600 1602 0+190.00 1596 1598 1600 10 -10 10 -10 CT=1599.558 CR=1599.769 CSR=1599.169 ACP= 1.40 ARV= 0.53 0 1602 1596 1598 1600 1602 0+200.00 1596 1598 1600 10 -10 10 -10 CT=1599.891 CR=1600.013 CSR=1599.413 ACP= 1.72 ARV= 0.18 0 1602 1596 1598 1600 1602 0+210.00 1596 1598 1600 10 -10 10 -10 CT=1600.271 CR=1600.302 CSR=1599.702 ACP= 1.98 ARV= 0.24 0 1602 1596 1598 1600 1602 0+220.00 1596 1598 1600 10 -10 10 CT=1600.528 CR=1600.657 CSR=1600.057 ACP= 1.89 ARV= 0.18 0 1602 1596 1598 1600 1602 0+230.00 1598 1600 10 -10 10 -10 CT=1600.942 CR=1601.077 CSR=1600.477 ACP= 1.70 ARV= 0.32 0 1602 1604 1598 1600 1602 1604 0+240.00 1598 1600 10 -10 10 -10 CT=1601.354 CR=1601.562 CSR=1600.962 ACP= 1.42 ARV= 0.54 0 1602 1604 1598 1600 1602 1604 0+250.00 1598 1600 10 -10 10 -10 CT=1601.985 CR=1602.111 CSR=1601.511 ACP= 1.71 ARV= 0.26 0 1602 1604 1598 1600 1602 1604 0+260.00 1598 1600 10 -10 10 -10 CT=1602.405 CR=1602.680 CSR=1602.080 ACP= 1.21 ARV= 0.59 0 1602 1604 1598 1600 1602 1604 0+270.00 1600 10 -10 10 -10 CT=1602.895 CR=1603.249 CSR=1602.649 ACP= 0.87 ARV= 0.89 0 1602 1604 1606 1600 1602 1604 1606 0+280.00 1600 10 -10 10 -10 CT=1603.387 CR=1603.818 CSR=1603.218 ACP= 0.61 ARP= 0.96 0 1602 1604 1606 1600 1602 1604 1606 0+290.00 1600 10 -10 10 -10 CT=1603.991 CR=1604.387 CSR=1603.787 ACP= 0.80 ARP= 0.77 0 1602 1604 1606 1600 1602 1604 1606 0+300.00 1600 10 -10 10 -10 CT=1604.618 CR=1604.978 CSR=1604.378 ACP= 0.89 ARP= 0.65 0 1602 1604 1606 1600 1602 1604 1606 0+310.00 10 -10 10 -10 CT=1605.320 CR=1605.665 CSR=1605.065 ACP= 1.15 ARP= 0.21 0 1602 1604 1606 1608 1602 1604 1606 1608 0+320.00 10 -10 10 -10 CT=1606.059 CR=1606.453 CSR=1605.853 ACP= 0.77 ARV= 0.62 0 1602 1604 1606 1608 1602 1604 1606 1608 0+330.00 10 -10 10 -10 CT=1607.199 CR=1607.342 CSR=1606.742 ACP= 1.64 ARP= 0.33 0 1604 1606 1608 1610 1604 1606 1608 1610 0+340.00 10 -10 10 -10 CT=1608.339 CR=1608.332 CSR=1607.732 ACP= 2.14 ARP= 0.24 0 1604 1606 1608 1610 1604 1606 1608 1610 0+350.00 10 -10 10 -10 CT=1609.376 CR=1609.402 CSR=1608.802 ACP= 2.07 ARP= 0.25 0 1606 1608 1610 0+360.00 1612 1606 1608 1610 1612 10 -10 10 -10 CT=1610.462 CR=1610.477 CSR=1609.877 ACP= 2.09 ARP= 0.14 0 1606 1608 1610 0+370.00 1612 1606 1608 1610 1612

Language	English
Drawing Type	Section
Category	Handbooks & Manuals
Additional Screenshots
File Type	dwg
Materials
Measurement Units	Metric
Footprint Area
Building Features
Tags	autocad, cross, cutting, DWG, gutters, pavement, section, sections, sidewalks, tracks