Polymer Factory–Foundation Pile Deviation Analysis, India DWG Block for AutoCAD

Drawings show as-built piles super-imposed on as-planned piles, after taking measurements on site. Then pile cap designs are customized for each pil, with the new cap designs based on the shifted piles.

Drawing labels, details, and other text information extracted from the CAD file:

per calculation meaured at, per calculation meaured at, per calculation meaured at, per calculation meaured at, designed column centreline, designed pile position, as built pile position, as per calculation meaured at, dimension, pile shifting, grid, scale of pile devition plan, colour print scale, window, pile cap as designed, pile deviation plan, designed column centreline, designed pile position, as built pile position, as per calculation meaured at, dimension, pile shifting, grid, scale of pile devition plan, pile cap as designed, designed column centreline, designed pile position, as built pile position, as per calculation meaured at, dimension, pile shifting, grid, scale of pile devition plan, pile cap as designed, designed column centreline, designed pile position, as built pile position, as per calculation meaured at, dimension, pile shifting, grid, scale of pile devition plan, pile cap as designed, switch on grid layer before printing

Raw text data extracted from CAD file:

\A1;5575 \A1;5700 \A1;6275 \A1;5000 \A1;6200 \A1;6000 \A1;6000 \A1;6150 \A1;4380 \A1;7525 \A1;4760 \A1;7110 \A1;12285 \A1;12285 \A1;2500 \A1;3775 \A1;6275 \A1;24570 \A1;46900 \A1;4380 \A1;423.8 \A1;75 \A1;75 \A1;125 \A1;765 \A1;470 \A1;415 \A1;410 \A1;440 \A1;601 \A1;643 \A1;500 \A1;455 \A1;575 \A1;540 \A1;789 (780) \A1;676 (680) \A1;570 \A1;465 \A1;470 \A1;470 \A1;665 (665) \A1;736 (730) \A1;1398 (1390) \A1;1464 \A1;1228 \A1;550 \A1;545 \A1;450 \A1;455 \A1;1414 (1400) \A1;640 (630) \A1;774 (770) \A1;\U+2205450 \A1;\U+2205450 \A1;49 \A1;74 \A1;113 \A1;25 \A1;32 \A1;0 \A1;74 \A1;0 \A1;4 \A1;4 \A1;99 \A1;35 \A1;39 \A1;21 \A1;57 \A1;10 \A1;As per calculation (as meaured at site) \A1;367 \A1;As per calculation (as meaured at site) \A1;367 \A1;As per calculation (as meaured at site) \A1;367 \A1;As per calculation (as meaured at site) \A1;367 5 5 5 5 5 5 5 5 5 5 5 5 5 3.002 2.756 2.910 2.855 2.865 2.855 2.956 3.255 3.855 4.022 2.765 2.231 2.755 2.456 2.455 2.650 2.654 2.355 2.345 2.056 3.542 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2.244 2.255 2.144 2.165 2.014 2.015 2.256 2.425 3.214 3.758 3.822 2.354 2.225 2.415 2.044 2.366 2.014 2.024 2.231 2.256 3.265 3.798 3.811 2.314 2.399 2.411 2.255 1.958 2.144 2.024 2.215 2.540 3.214 3.744 3.725 2.341 2.355 2.368 2.055 2.058 2.055 2.222 2.365 2.654 3.214 3.540 3.857 2.344 2.381 2.054 2.014 0000 2.011 2.211 2.245 2.855 3.245 3.422 3.845 2.356 2.014 1.955 2.014 2.165 2.144 2.254 2.690 3.025 3.325 3.560 3.745 2.365 2.155 1.968 2.015 2.144 2.254 2.346 3.256 3.564 3.475 3.714 3.783 2.544 2.245 1.950 2.058 2.155 2.155 2.345 2.455 2.254 1.940 2.066 2.165 2.355 2.344 2.236 2.065 1.988 2.036 2.122 2.566 2.314 2.236 2.011 2.021 2.054 2.154 2.541 2.315 2.255 2.022 2.116 2.054 2.165 2.244 2.540 2.014 2.145 2.155 2.137 2.165 2.455 2.055 2.144 2.014 2.156 2.168 2.655 1.655 2.142 2.166 2.166 2.155 1.988 1.622 2.150 2.165 2.165 2.165 1.744 1.655 2.100 2.165 2.254 2.245 1.775 1.658 2.099 2.168 2.263 2.211 1.689 1.687 2.165 2.133 2.244 2.355 4.795 2.900 2.901 2.910 2.955 3.006 3.057 3.055 2.955 2.944 3.355 3.788 4.055 3.699 3.688 3.652 3.488 3.551 3.511 3.488 3.455 3.455 4.055 3.957 3.978 3.988 3.677 3.566 3.540 3.655 3.958 3.948 3.758 3.800 3.955 3.977 3.799 4.055 4.155 3.488 4.528 4.491 4.559 3.258 4.765 4.765 3.295 3.002 2.756 2.910 2.855 2.865 2.855 2.956 3.255 3.855 4.022 2.765 2.231 2.755 2.456 2.455 2.650 2.654 2.355 2.345 2.056 3.542 3.987 4.025 2.755 2.210 2.566 2.245 2.155 2.266 2.255 1.899 2.311 2.068 3.540 3.958 2.400 2.255 2.415 2.055 2.064 2.055 2.156 2.499 2.055 2.015 3.255 3.955 2.355 2.455 2.255 2.055 1.955 2.155 2.088 2.468 2.255 3.244 3.355 4.144 2.351 2.211 2.158 2.065 1.966 2.055 2.155 2.544 3.151 3.851 3.855 2.255 2.365 2.165 2.055 1.958 1.955 2.155 2.655 3.025 3.815 2.366 2.256 2.154 2.045 1.955 1.945 2.255 2.856 3.011 3.755 2.269 2.214 2.154 2.055 2.069 2.055 2.256 2.365 3.002 3.706 2.266 2.158 2.155 2.122 2.021 1.956 2.056 2.560 3.056 3.658 3.955 2.366 2.155 2.054 2.155 2.022 2.058 2.166 2.215 3.025 3.725 3.945 2.365 2.211 2.054 2.044 2.088 2.055 2.455 2.266 3.045 3.046 3.854 2.365 2.142 2.155 2.014 2.100 2.022 2.566 2.215 2.964 3.125 3.855 2.316 2.165 2.154 2.100 2.155 2.011 2.166 2.245 2.958 3.015 3.890 4.055 2.314 2.244 2.255 2.144 2.165 2.014 2.015 2.256 2.425 3.214 3.758 3.822 2.354 2.225 2.415 2.044 2.366 2.014 2.024 2.231 2.256 3.265 3.798 3.811 2.314 2.399 2.411 2.255 1.958 2.144 2.024 2.215 2.540 3.214 3.744 3.725 2.341 2.355 2.368 2.055 2.058 2.055 2.222 2.365 2.654 3.214 3.540 3.857 2.344 2.381 2.054 2.014 0000 2.011 2.211 2.245 2.855 3.245 3.422 3.845 2.356 2.014 1.955 2.014 2.165 2.144 2.254 2.690 3.025 3.325 3.560 3.745 2.365 2.155 1.968 2.015 2.144 2.254 2.346 3.256 3.564 3.475 3.714 3.783 2.544 2.245 1.950 2.058 2.155 2.155 2.345 2.455 2.254 1.940 2.066 2.165 2.355 2.344 2.236 2.065 1.988 2.036 2.122 2.566 2.314 2.236 2.011 2.021 2.054 2.154 2.541 2.315 2.255 2.022 2.116 2.054 2.165 2.244 2.540 2.014 2.145 2.155 2.137 2.165 2.455 2.055 2.144 2.014 2.156 2.168 2.655 1.655 2.142 2.166 2.166 2.155 1.988 1.622 2.150 2.165 2.165 2.165 1.744 1.655 2.100 2.165 2.254 2.245 1.775 1.658 2.099 2.168 2.263 2.211 1.689 1.687 2.165 2.133 2.244 2.355 4.795 2.900 2.901 2.910 2.955 3.006 3.057 3.055 2.955 2.944 3.355 3.788 4.055 3.699 3.688 3.652 3.488 3.551 3.511 3.488 3.455 3.455 4.055 3.957 3.978 3.988 3.677 3.566 3.540 3.655 3.958 3.948 3.758 3.800 3.955 3.977 3.799 4.055 4.155 3.488 4.528 4.491 4.559 3.258 4.765 4.765 4.605 3.295 5 5 5 5 5 5 5 3OOx5OO C14 (D-1) 3OOx5OO C29 (G-1) D G 1 C E 3OOx5OO C13 (C-1) 3OOx5OO C23 (E-1) \A1; 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 <> (780) <> (680) 5 5 5 5 <> (665) <> (730) <> (1390) 5 5 5 5 5 5 <> (1400) <> (630) <> (770) 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Designed column centreline Designed pile position (dia 450) As built pile position (dia 450) As per calculation (as meaured at site) Dimension <> Pile shifting 1mm x 1mm grid Scale of PILE DEVITION PLAN – 1 : 15 3OOx5OO C14 (D-1) 3OOx5OO C29 (G-1) 3OOx5OO C13 (C-1) 3OOx5OO C23 (E-1) A4 paper, colour print scale 1 : 15 \A1;Print window \A1;Print window \A1;Print window \A1;Print window Pile cap as designed Pile deviation plan – C23 (E-1) Pile deviation plan – C29 (G-1) Pile deviation plan – C14 (D-1) Pile deviation plan – C13 (C-1) Designed column centreline Designed pile position (dia 450) As built pile position (dia 450) As per calculation (as meaured at site) Dimension <> Pile shifting 1mm x 1mm grid Scale of PILE DEVITION PLAN – 1 : 15 Pile cap as designed Designed column centreline Designed pile position (dia 450) As built pile position (dia 450) As per calculation (as meaured at site) Dimension <> Pile shifting 1mm x 1mm grid Scale of PILE DEVITION PLAN – 1 : 15 Pile cap as designed Designed column centreline Designed pile position (dia 450) As built pile position (dia 450) As per calculation (as meaured at site) Dimension <> Pile shifting 1mm x 1mm grid Scale of PILE DEVITION PLAN – 1 : 15 Pile cap as designed SWITCH ON GRID LAYER BEFORE PRINTING N N N N