Locate Template Points

This command creates Carlson points along a centerline either at picked points, point numbers, entered individual station and offset or at station interval with offset, in all cases using the elevations calculated from the template design files. The first offset prompt is for the location of the point. The second offset prompt is for what elevation to use. For staking template points (e.g. edge of pavement) you usually enter the same offset for the position and for the elevation. But if you are staking back of curb, which might be at offset 14.5, you might enter 16.5 for the position (to stake 2' back of curb) and 14.5 for the vertical elevation (to use the elevation of back of curb itself). The points are stored in a coordinate (.CRD) file. The station and offset of the point is stored in the point descriptions. If the points method is used and existing Carlson points are selected by number, range or "point group", then new points at the same position are created with interpolated elevations and new descriptions. The command starts with the dialog shown below. The required design files include the template file, the profile which defines the vertical alignment, the centerline file which contains the horizontal alignment and the coordinate file for storing the resulting points. All these design files must be created before running this command. To specify a design file, pick on the type of file button.  The optional files include an existing section file for calculating the cut and fill slopes, a rock section file for special cut slopes in rock, a template transition file and a super elevation file. For example, if an existing section is specified, template points can be calculated further from the centerline, all the way from the shoulder out to the "catch" or tie point in cut and fill.

If you choose the Station/Offset method, you can specify whether to create points at a station interval. Otherwise the program prompts for each station at which to create points. If the Station/Offset method is used, you will be prompted whether to calculate points on the left, right or both sides of the centerline and whether to offset the calculated elevation by a delta Z amount. If you choose the Points method, you can pick points on the screen (using snaps on entities if desired) or you can specify point numbers individually, by selection set, by range or by point group. You can also select whether to calculate elevations from the template surface or from a subgrade and you can add a description prefix to all descriptions.

A classic application of this routine would be for road staking such as setting back of curb points. Many survey companies prefer to stakeout roads by pre-calculated point numbers rather than calculating from road design files in the field to stakeout road offsets. So if the goal was, for example, to stake 2 feet behind the back of curb, but use the elevation of the top of curb, and the shoulder rose at 4% behind the curb, then the vertical difference to the top of curb would be -2*0.04=-0.08. The program will calculate this automatically by the method of asking for the distinct offset to use for the elevation. Obviously, if you want to stake to the exact surface elevation at the offset specified, then enter the same offset for both position and elevation. The prompting for this back of curb example is shown below.

Locate Template Point Example

Prompts

Template Points dialog: Specify the required files and optional files.
Additional Options dialog: Choose Station/Offset or Points method, as shown below:


Offset for X,Y position: 16.5 In this case, this is the pavement width (12.5) plus curb width (2) plus back-of-curb offset (2). The northing and easting for the points will be calculated with this offset.
Offset for elevation <16.5>: 14.5 The elevations for the points will be calculated at this offset (back of curb in this example).
Apply offset to left, right or both sides (Left/Right/<Both>)? press Enter Note that if you want to have the points number sequentially on the left side and sequentially on the right, then do L for left first and R for right second. If you answer "Both" then the numbering will go sequentially left to right on each station (see below).
Offset to process (Enter to End): press Enter Or, enter an offset to calculate another X,Y position, or the same X,Y position but on a different side of the road if doing L and R distinctly.

Pulldown Menu Location: Roads
Keyboard Command: tplpts
Prerequisite: A template file, profile file and centerline file