Help Manual
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iPOGO V5 Help Manual On-Line |
Group: Command: |
70) Road Stationing 77 or List CLSta |
Methodology
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| Command: | 77 |
| Alpha Alias: | List CLSta |
| Description: | Prints increasing centerline stations to three decimal places |
| Data Format: | 77,LineID Station From {Radius-Pt} To {[{Radius-Pt} To] .. } ; |
| Problem: | Given a series of centerline points and radius points defining an alignment with a starting station of 15+73.24 . Compute and print centerline stationing as shown. |
| Solution: |
77,1 1573.24 99 101 100.1 102
97 111 110.1 112 98 ; |
Data Description
Command
| 77
| Prints centerline stations to 3 decimal places in sequence, starting at the specified station point. Prints bearings, distances, and curve data.
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LineID
| 1
| Integer value to be used as the object number for the centerline.
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Station
| 1573.24
| Station value of the starting point of the centerline.
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From
| 99
| Point number of the starting point of the centerline. If you are defining a curve, enter the Point of
Curvature (PC) point number.
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{Radius-Pt}
|
| Optional radius point if you are defining a curve. Append .1 to this point number to indicate it as the radius point. Enter this value as a negative number if the curve has a delta angle greater than 180° as in a cul-de-sac.
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To
| 101
| Point number of the next point to be stationed on the centerline. If you are defining a curve, enter the number of the Point of Tangency (PT).
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[{Radius-Pt}
To] .. }
| 100.1
102
97
111
110.1
112
98
| Repeating feature of this command. Enter successive points to be stationed. If you are defining a curve, you must enter the radius point with .1 appended to the number, then enter the PT point number. The point entered immediately before the radius point is considered the PC of the curve.
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End Command
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| All commands end with a semi-colon.
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Example Command File
$ Example data file for 77 (List CLSta) command
$ field located initial points on centerline
0 97 938.263074 1556.452522
98 792.237547 2213.025615
99 1000.000000 1000.000000 ;
$ intersect PI points
3 300 99 NE 75 15 23
97 NW 62 35 40
98 NW 88 50 47 ;
$ set curves with 50' right-of-way along alignment
11 50 100 99 300 301 250 0
110 98 275 0 ;
$ set endpoints on right of way
$ ADVANCED example of using subcommands
$ to calculate distances from known points.
$ The advantage is that you can change the
$ width of the road in the 11 command and
$ it will recalc here to match.
1 201 99 101 100 1E9 103 101 0
-9E9 -1E9 103 105 0 0 ; $ west end
1 203 98 112 110 1E9 113 111 0
-9E9 -1E9 113 115 0 0 ; $ east end
$ setup feature code for plotting parameters
15.1 CL CL 1 1 1 ;
15.1 RW RW 3 1 1 ;
$ turn on plot
91 ;
$ station the centerline
15 CL ;
100 Centerline stations;
77,1 1573.24 99 101 100.1 102 97 111 110.1 112 98 ;
7,1 99 101 100.1 102 97 111 110.1 112 98 ;
$ plot right of way lines
15 RW ;
100 Right of way dedication ;
7 1 202 105 100.1 106 113 110.1 114 203
204 116 110.1 115 104 100.1 103 201 202 ;
Help for this command was last updated: 07/05/2000 3:46:11 PM
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