I have searched and searched the net looking for a solution and have found none. Is this not possible? I have even tried exporting the 2D linework to a V8i version drawing and export the shp file, but no luck.

From my observations in Geopak SS10 v8.11.09.918, all element template attributes are applied at the time the user sets the feature definition. If there are any changes to the feature definition in the way of revising which element templates are used…

I am trying to label cross section that I already have drawn. When I click the 'Cross Section Labeling' button, I get the error "Job number cannot be found in the active directory." and prevents me from labeling cross sections. Anyone familiar with this…

Doing nothing but opening a file, I get this error. It may help to know that it is a corridor file, and I feel like I've seen this sort of thing in other corridor-file situations. ************** Exception Text ************** System.Reflection.TargetInvocationException…

Is it possible to edit a profile after the "profile complex by elements" has been used? I have a proposed bike path profile that needs more PIs added to it. I want two line segments to replace 6 different lines. Is this possible without having to redo…

I'm using Geopak Drainage on MicroStation SS4. I noticed that the values reported for "Total Loss at Upstream of Link" do not appear to be using the loss equations listed in the Help Documents for Geopak. Is this a known issue? I've calculated the Terminal…

Regular_Seed.dgn file_breaking_seed.dgn Hey there, So, I have our seed, and our client's seed. I am trying to figure out where to find the variable that is causing these sue/suda nodes and conduits to place way out in left field, when the…

Hello, Has anyone every experienced GEOPAK SS10 crashing whenever they use the Profile tool under Analysis: Height/Slope? When trying to display proposed/existing ground I experience this problem every time no matter what project I am attempting it…

Good afternoon all, My client cannot open a .dgn file after applying some profiles and smart lines. He is using Power GEOPAK V8i (SELECTSeries 10) 08.11.09.918. The file is hosted over the network. But downloading the file and saving it locally…

I am working through learning Subsurface Utilities Applications. One of the modules I am working through is "Laying Out a Simple Site". I have followed the pdf and the on-demand videos and I encounter a problem when I try to Compute I am supposed…

Hello., Im having some issues when creating my 3d drive through and I want to export it to animation nothing happens . My ultimate goal is to create a 3D PDF that shows the path that im getitng on with my 3D drive through thanks you

Hello, I recently asked a similar question to this, but have refined what I'm looking for a little bit better: I'm trying to apply storm sewer survey data (either a .csv file or .txt file with X and Y coordinates, elevation, and linking codes for…

Hi. I am using Geopak version 08.11.09.878. Using Design and Computation Manager, I need to quantify existing utilities. For that, I need a .gpk file, which is associated with the alignment of the road. We received .xml file that is associated with…

I have a profile that was created quite some time ago in Inroads SS2 and brought into Power Geopak SS10. The profile is several miles long. I want to make some minor changes but am noticing the "grips" with station, elevation, and grade control for…

Per subject - is there a method to split excavation and fill per the proposed model? In the cross section viewer you are able to see the cut and fill graphic easily but I would like to view them from the top and split them for wetland impact purpose.…

Using the corridor modeler, I've created cross sections and I'm trying to label them. I've created my label styles and when I 'Draw Labels', all of the labels overlap on the top cross sections and don't label the cross sections below. I'm doing columns…

Using the corridor modeler, I've created cross sections and I'm trying to label them. I've created my label styles and when I 'Draw Labels', all of the labels overlap on the top cross sections and don't label the cross sections below. I'm doing columns…

Good day everyone, Always something new at work to learn. I need assistance in regards to modeling a headwall on the side of a driveway and ditch. I modeled the driveway using a simple civil cell that came with the program (though would like to learn…

When creating corridor cross-sections, some of the XS's will display correctly, while others have a base elevation at -5 and show up very tall. When using the Cross Section Sheet Composition, these incorrect ones are not even found when laying out the…

I need to create a 3-referenced line driveway civil cell that has to meet two criterias for its edge of pavement: -2% slope from the driveway centerline and ties into existing terrain where the ROW begins. To add an additional constraint, I selected a…

Hi, While working on Geopak software it gets crashed again and again. It gets crashed mostly while creating network, creating profile and updating profile or pipe invert. Due to these crashes I am not able to work properly. Can you please suggest something…

My Power Geopak (SELECTseries 10) crashes every time I try to plot a profile. When I use the Design & Computation Manager as soon as I try to choose my PGL Chain the program freezes, and then I have to force quit it. I get the same result when trying…

Please anyone help me in to display the Super elevation profile in Long section box. Thanks in advance. I am using Open roads Designerx64-10.04.00048 - 2018 release 2 version

Hello, I have created a complex proposed terrain model in Geopak SS4. In this project, we are using a Modified State Plane coordinate system and were given a projection factor of 1.00008696. I need to give the proposed terrain .xml files to someone…

Is it possible to add sewer lines that do not fall within the limits of the reference TIN in Geopak Water & Sewer? For example, I have existing sanitary sewer lines (with known inverts) that extend beyond the limits of the TIN, but the program will not…