Devotech Group

Devotech Group Integrated Infrastructure Design, Analysis & Automation for AutoCAD Civil 3D

28/05/2026

๐— ๐—ผ๐—ฑ๐—ถ๐—ณ๐˜† ๐—บ๐˜‚๐—น๐˜๐—ถ๐—ฝ๐—น๐—ฒ ๐˜€๐—ฒ๐—ฐ๐˜๐—ถ๐—ผ๐—ป ๐˜ƒ๐—ถ๐—ฒ๐˜„๐˜€ ๐˜€๐—ถ๐—บ๐˜‚๐—น๐˜๐—ฎ๐—ป๐—ฒ๐—ผ๐˜‚๐˜€๐—น๐˜† ๐—ถ๐—ป ๐—–๐—ถ๐˜ƒ๐—ถ๐—น ๐Ÿฏ๐——

Adjusting numerous section views in a drawing can be daunting because Civil 3D does not provide bulk-editing tools for them.

With Devotech iDAS, you can use the Modify Views command to modify multiple Profile Views as well as Section Views.

This command offers the following options:
โ€ข ๐—”๐—น๐—ถ๐—ด๐—ป - Aligns the views' position relative to one another
โ€ข ๐——๐—ฎ๐˜๐˜‚๐—บ - Adjusts the views' datum level
โ€ข ๐—›๐—ฒ๐—ถ๐—ด๐—ต๐˜ - Changes the height of the views' area
โ€ข ๐—ฆ๐—ฝ๐—ฎ๐—ฐ๐—ฒ - Space out views in a column, row or a grid

For more details, check out our blog post ๐Ÿ‘‡
https://www.devotechgroup.com/post/modify-multiple-section-views-simultaneously-in-civil-3d

30/04/2026

๐—ฅ๐—ฎ๐—ป๐—ฑ๐—ผ๐—บ ๐—บ๐—ถ๐˜€๐˜€๐—ถ๐—ป๐—ด ๐—ฝ๐—ถ๐—ฝ๐—ฒ ๐—ฎ๐—ป๐—ฑ ๐˜€๐˜๐—ฟ๐˜‚๐—ฐ๐˜๐˜‚๐—ฟ๐—ฒ ๐—น๐—ฎ๐—ฏ๐—ฒ๐—น๐˜€ ๐—ถ๐—ป ๐—–๐—ถ๐˜ƒ๐—ถ๐—น ๐Ÿฏ๐—— ๐—ฝ๐—ฟ๐—ผ๐—ณ๐—ถ๐—น๐—ฒ ๐˜ƒ๐—ถ๐—ฒ๐˜„ ๐—ฏ๐—ฎ๐—ป๐—ฑ๐˜€

Recently, we encountered several drawings where the pipe and structure labels were missing from the pipe network profile view bands.

After testing, we identified the following solutions to resolve the issue:
- Recreate the profile views (this method works, but it may not be practical if the profile views are already placed on plan production sheets).
- Remove and re-add the network to the profile views (using Devotech iDAS improves efficiency by allowing you to add and remove multiple pipe networks across multiple profile views simultaneously).

For more details, check out the video in our blog post ๐Ÿ‘‡
https://www.devotechgroup.com/post/random-missing-pipe-and-structure-labels-in-profile-view-bands

20/03/2026

๐——๐—ฒ๐—ณ๐—ถ๐—ป๐—ฒ ๐—ฐ๐—ผ๐—ฟ๐—ฟ๐—ถ๐—ฑ๐—ผ๐—ฟ ๐˜€๐—น๐—ผ๐—ฝ๐—ฒ ๐—ฝ๐—ฎ๐˜๐˜๐—ฒ๐—ฟ๐—ป๐˜€ ๐—ณ๐—ผ๐—ฟ ๐—ฐ๐˜‚๐˜ ๐—ฎ๐—ป๐—ฑ ๐—ณ๐—ถ๐—น๐—น ๐—ฐ๐—ผ๐—ป๐—ฑ๐—ถ๐˜๐—ถ๐—ผ๐—ป๐˜€ ๐—ถ๐—ป ๐—–๐—ถ๐˜ƒ๐—ถ๐—น ๐Ÿฏ๐——

When adding corridor slope patterns to a road corridor, you may notice that the slope patterns cross the channels running alongside the road in cut conditions.

To resolve this issue, ensure you use the correct point codes for daylight points in both cut and fill conditions. If you are working with the iDASยฎ Civil 3Dยฎ template, the appropriate point codes are already included in the Corridor Code Set Style:

โ€ข Cut condition
Daylight,Daylight_Cut
โ€ข Fill condition
Daylight,Daylight_Fill

For more details, including how to assign a green colour to slope patterns in fill conditions, check out the video in our blog post. ๐Ÿ‘‡
https://www.devotechgroup.com/post/define-corridor-slope-patterns-for-cut-and-fill-conditions-in-civil-3d

26/02/2026

๐— ๐—ฒ๐—ฟ๐—ด๐—ฒ ๐—ต๐—ผ๐—ฟ๐—ถ๐˜‡๐—ผ๐—ป๐˜๐—ฎ๐—น ๐—ฎ๐—ป๐—ฑ ๐˜ƒ๐—ฒ๐—ฟ๐˜๐—ถ๐—ฐ๐—ฎ๐—น ๐—ฎ๐—น๐—ถ๐—ด๐—ป๐—บ๐—ฒ๐—ป๐˜๐˜€ ๐—ถ๐—ป ๐—–๐—ถ๐˜ƒ๐—ถ๐—น ๐Ÿฏ๐——

If you have ever worked with horizontal or vertical alignments in Autodesk Civil 3D, you've likely encountered the lack of a native tool to merge horizontal or vertical alignments into a single alignment object.

You may come across several workarounds online for accomplishing this task, one of which involves using LandXML (an open-standard format specifically designed to store civil engineering data).

For many users, modifying a LandXML file can be intimidating. When opened in a text editor, the sheer volume of data can appear overwhelming at first glance.
Fortunately, when dealing specifically with horizontal and vertical alignment data, the information stored in a LandXML file is logically organised, and easy to manage.

For more details, check out the video in our blog post ๐Ÿ‘‡
https://www.devotechgroup.com/post/merge-horizontal-and-vertical-alignments-in-civil-3d

22/01/2026

๐—จ๐˜€๐—ถ๐—ป๐—ด ๐—–๐—ถ๐˜ƒ๐—ถ๐—น ๐Ÿฏ๐—— ๐—ฎ๐—น๐—ถ๐—ด๐—ป๐—บ๐—ฒ๐—ป๐˜ ๐˜€๐˜๐—ฎ๐˜๐—ถ๐—ผ๐—ป ๐—ฒ๐—พ๐˜‚๐—ฎ๐˜๐—ถ๐—ผ๐—ป ๐—ถ๐—ป ๐—ฝ๐—ถ๐—ฝ๐—ฒ ๐—ป๐—ฒ๐˜๐˜„๐—ผ๐—ฟ๐—ธ๐˜€ ๐—ฎ๐—ป๐—ฑ ๐˜๐—ฟ๐—ผ๐˜‚๐—ฏ๐—น๐—ฒ๐˜€๐—ต๐—ผ๐—ผ๐˜๐—ถ๐—ป๐—ด

Civil 3D alignment station equations are extremely useful when different station values are required along an alignment. Adding station equations to an alignment is straightforward and can be done in the Alignment Properties dialog. However, difficulties arise when trying to display station equation values in a pipe network profile view. Both pipes and structures display only raw station values, and there is no built-in option to label them using station equation values.

To resolve this problem, pipe profile station labels should be used at geometry points.

For more details, check out the video in our blog post ๐Ÿ‘‡. This video also explains why a structured table may display raw station values instead of station equation values.
https://www.devotechgroup.com/post/using-civil-3d-alignment-station-equation-in-pipe-networks-and-troubleshooting

12/12/2025
04/12/2025

๐—Ÿ๐—ฎ๐—ฏ๐—ฒ๐—น ๐—ฝ๐—ถ๐—ฝ๐—ฒ๐˜€ ๐—ฎ๐—ป๐—ฑ ๐˜€๐˜๐—ฟ๐˜‚๐—ฐ๐˜๐˜‚๐—ฟ๐—ฒ๐˜€ ๐—ถ๐—ป ๐—–๐—ถ๐˜ƒ๐—ถ๐—น ๐Ÿฏ๐—— ๐˜„๐—ถ๐˜๐—ต ๐—ถ๐—ป๐—ณ๐—ผ๐—ฟ๐—บ๐—ฎ๐˜๐—ถ๐—ผ๐—ป ๐—ถ๐—บ๐—ฝ๐—ผ๐—ฟ๐˜๐—ฒ๐—ฑ ๐—ณ๐—ฟ๐—ผ๐—บ ๐˜๐—ฒ๐˜…๐˜ ๐—ณ๐—ถ๐—น๐—ฒ

Labeling pipe network parts may require access to properties that are not available in the pipe or structure properties window such as standard used, end connection type, valve diameter, valve class, and many other properties depending on the pipe and structure type.
In these situations, User Fields available in the pipe and structure properties window can be used.
There are several ways to modify User Fields, ranging from simple manual edits to importing values from spreadsheet applications.

For more details, check out the video in our blog post ๐Ÿ‘‡
https://www.devotechgroup.com/post/label-civil-3d-pipes-and-structures-with-information-imported-from-text-file

17/11/2025

๐—–๐—ฎ๐—ป ๐˜†๐—ผ๐˜‚ ๐—ฐ๐—ฟ๐—ฒ๐—ฎ๐˜๐—ฒ ๐—ฏ๐˜‚๐—น๐—ธ ๐˜„๐—ฎ๐˜๐—ฒ๐—ฟ ๐—ฝ๐—ถ๐—ฝ๐—ฒ๐—น๐—ถ๐—ป๐—ฒ ๐—ณ๐—ฟ๐—ผ๐—บ ๐—บ๐˜‚๐—น๐˜๐—ถ๐—ฝ๐—น๐—ฒ ๐—ผ๐—ฏ๐—ท๐—ฒ๐—ฐ๐˜๐˜€ ๐—ถ๐—ป ๐—–๐—ถ๐˜ƒ๐—ถ๐—น ๐Ÿฏ๐——?

Civil 3D does not provide a built-in tool to convert multiple source objects into a single pipe network. The only available method is to convert each object individually into its own pipe network and then merge all the networks manually.

If you are familiar with Devotech iDAS, you may know that the Stormwater, Sewer, and Water Reticulation Wizards allow you to select multiple source objects of different types when creating a pipe network, which significantly reduces design time.

However, when creating a bulk water pipeline, the iDAS Bulk Water Wizard expects a single continuous linear object, such as a 2D polyline, 3D polyline, or horizontal alignment, since it is programmed to automatically generate a vertical alignment based on the surface profile.

So how should you approach this design task? Simply use the Devotech iDAS Water Reticulation Wizard instead. This approach is more suitable for bulk water pipelines when you have multiple source objects or if you want to assign elevations directly from the source objects, rather than allowing the software to design the vertical alignment automatically.

For more details, check out the video in our blog post ๐Ÿ‘‡.
https://www.devotechgroup.com/post/create-bulk-water-network-from-multiple-3d-polylines-in-civil-3d

18/09/2025

๐—จ๐—ฝ๐—ฑ๐—ฎ๐˜๐—ฒ ๐—ฝ๐—ถ๐—ฝ๐—ฒ ๐—ป๐—ฒ๐˜๐˜„๐—ผ๐—ฟ๐—ธ ๐—ฟ๐—ฒ๐—ณ๐—ฒ๐—ฟ๐—ฒ๐—ป๐—ฐ๐—ฒ ๐˜€๐˜‚๐—ฟ๐—ณ๐—ฎ๐—ฐ๐—ฒ, ๐˜€๐˜‚๐—ฟ๐—ณ๐—ฎ๐—ฐ๐—ฒ ๐—ฝ๐—ฟ๐—ผ๐—ณ๐—ถ๐—น๐—ฒ๐˜€ ๐—ฎ๐—ป๐—ฑ ๐—ฟ๐—ถ๐—บ ๐—ฒ๐—น๐—ฒ๐˜ƒ๐—ฎ๐˜๐—ถ๐—ผ๐—ป๐˜€ ๐˜„๐—ถ๐˜๐—ต ๐—ป๐—ฒ๐˜„ ๐˜€๐˜‚๐—ฟ๐—ณ๐—ฎ๐—ฐ๐—ฒ ๐—ถ๐—ป ๐—–๐—ถ๐˜ƒ๐—ถ๐—น ๐Ÿฏ๐——

After completing a pipe network design in Civil 3D, you may receive an updated design surface. When this happens, the pipe network reference surface and profile views must be updated to reflect the new data.
Also, the structures' rim elevations must be adjusted to match the new surface.

If possible, paste the new surface into the existing one so that the profiles update automatically; only rim elevations need adjusting. If merging isnโ€™t feasible, you must set the reference surface, recreate profiles from the surface, and adjust rims manually.

This is where Devotech iDAS can save significant time because with iDAS you can:
โ€ข Set the reference surface for all pipes and structures in multiple networks simultaneously
โ€ข Generate surface profiles for all alignments in one step
โ€ข Update surface references in profile view bands (Profile 1 and Profile 2)
โ€ข Set all structures' rim elevations relative to a new surface

For more details, check out the video in our blog post ๐Ÿ‘‡.
https://www.devotechgroup.com/post/update-pipe-network-reference-surface-surface-profiles-and-rim-elevations-with-new-surface-in-civil

๐—–๐—ฎ๐—น๐—ฐ๐˜‚๐—น๐—ฎ๐˜๐—ฒ ๐˜๐—ผ๐˜๐—ฎ๐—น ๐˜„๐—ฎ๐˜๐—ฒ๐—ฟ ๐˜ƒ๐—ผ๐—น๐˜‚๐—บ๐—ฒ ๐—ณ๐—ฟ๐—ผ๐—บ ๐˜€๐˜†๐˜€๐˜๐—ฒ๐—บ ๐—ฑ๐—ฒ๐—บ๐—ฎ๐—ป๐—ฑ ๐—ถ๐—ป ๐—–๐—ถ๐˜ƒ๐—ถ๐—น ๐Ÿฏ๐—— ๐˜„๐—ถ๐˜๐—ต ๐—ถ๐——๐—”๐—ฆThere may be situations where you need to determine...
15/08/2025

๐—–๐—ฎ๐—น๐—ฐ๐˜‚๐—น๐—ฎ๐˜๐—ฒ ๐˜๐—ผ๐˜๐—ฎ๐—น ๐˜„๐—ฎ๐˜๐—ฒ๐—ฟ ๐˜ƒ๐—ผ๐—น๐˜‚๐—บ๐—ฒ ๐—ณ๐—ฟ๐—ผ๐—บ ๐˜€๐˜†๐˜€๐˜๐—ฒ๐—บ ๐—ฑ๐—ฒ๐—บ๐—ฎ๐—ป๐—ฑ ๐—ถ๐—ป ๐—–๐—ถ๐˜ƒ๐—ถ๐—น ๐Ÿฏ๐—— ๐˜„๐—ถ๐˜๐—ต ๐—ถ๐——๐—”๐—ฆ

There may be situations where you need to determine the total water demand of your reticulation network over a specific period. The analytical engine used for water reticulation network analysis in Civil 3D with Devotech iDAS does not provide this result directly.

However, you can calculate it by recording the water depth in the storage tank at the beginning and end of the analysis, calculating the change in depth, and multiplying it by the tankโ€™s cross-sectional area (based on its diameter) to obtain the volume of water demanded.

For more details, check out the video in our blog post:

There may be situations where you need to determine the total water demand of your reticulation network over a specific period. The analytical engine used for water reticulation network analysis in Civil 3D with Devotech iDAS does not provide this result directly. However, you can calculate it by re...

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