I am working on a new subdivision where we made new property lines through an existing property. Is there a way to find out the bearings of the new lines made? The only way I can think to find this information is to dimension the angle and subtract it to get the new bearings.
View 4 RepliesI am working on and manipulating the data may need to be done using the translate survey database command in the next couple weeks. The surveyors are waiting on some boundary info., which may not be available for a week or so. I have all the points inserted, and line work is done. How I go ahead and build a TIN surface, what tools ,if any are available to rotate a surface after it is originally built. The surface will have to adjusted to match the new location of the points when adjust the data.
View 4 Replies View RelatedI am using Batch files created under the Survey Command. I want to list the coordinate value of points created, What setting do I set to show this.
View 2 Replies View RelatedOpened a 3rd party drawing and created a new layer for space allocation boundaries. this new layer has the default lineweight. when i draw a line, all is ok. when I draw a polyline. its really thick and not the default lineweight.
View 6 Replies View RelatedI copied some Survey Data of AutoCAD Civil 3D 2013 for Surveyors to my C3D 2013 machine few weeks ago. Now I cannot do the "Import point file" of the Survey2 Data B in Survey Databases, because the Survey2 Data B is locked up - see the attached file that has a red circle with an arrow on. How I can unlocked the locked Survey 2 Data in the Survey Databases.
View 1 Replies View Relatedhere's my process:
1- Import the asc file into my drawing.
2- Convert the asc file to a FBK file
3- Import my FBK file. The survey figure linework generated doesn't overlay my previously imported asc file. I checked the FBK file and the coord's match the asc file. I'm confused as to why the survey figures don't overlay the survey points from the asc file, since the coords match in both? The survey figures are all shifted .7' and 54deg. from the points. The elevations are all good on the survey figures, as they match the survey points.
So my quick fix is to explode the survey figures, since I don't really need them for what I'm doing, and then select all the 3d polylines and move them to them to an appropriate survey point. Everything then looks fine and I can get the job done.
However, I would like some insight as to why this might be happening. It's strange that the FBK and asc coordinates match, but the survey figures aren't lying over them.
Conceptual design process for a new subdivision with say 100+ lots, and 5-6 roads within it.
What I'd like is to learn a workflow that lets me adjust the alignments/profile with a minimum amount of effort to re-layout 100+ lots, and which lets us explore design options more interactively. Once we pin down a few alignment options, I would create a simple corridor with multiple baselines to develop the grading concept.
One thing that irks me so far is that the Create ROW command is nice, but it's not dynamic to the alignments.How do you handle cul-de-sacs on this process?
I am new to all these parcel/row and different way of creating a subdivision.
I need to create a right of way of 65' (35' on 1 side, 30' on the other). How can I do that? I had created my alignments not sure how to do this.
In Photoshop CS5 I created a long action list which include lots of Shapes. I saved these action sets and loaded them into CS6. and they kept failing saying they couldn't find layer "Shape 1" "Shape 2" etc . this is because in CS6 the layers are now called "Rectangle 1" "Elipse 1" etc . How can I get this to revert back to the "Shape 1, 2, 3, 4 etc etc".
View 6 Replies View RelatedI have a huge subdivision that we are about to do in civil 3d. The subdivision has over 1800 lots. I am wondering what is the best way to go about this. At the moment we are thinking we have to do the alignments, profiles and corridors all in one design drawing for it all to be dynamic? If so this file is going to be huge. Is there a way we can split it up and still keep everything dynamic?
View 9 Replies View RelatedCreating a compound curve bullnose ar intersection. Since the entrance is a short distance it is considered the secondary roadway and the looped road the primary. At the intersection of the two roads. I need to provide a compound curve curb return. The configuration is tangent to 25'R to 5'R to tangent with primary road. Need direction/recommendation on best way to input this configuration.
View 3 Replies View RelatedI have a surface with several boundaries inside its extents representing areas where I do not want contours to be visible. Inside some of the boundaries (type = "HIDE") the contours do not show up, but in others, some segments of the contour lines are visible and others are not. How do I get all of the contour segments to be not visible within the boundaries?
View 2 Replies View RelatedPasted into multiple smaller surfaces; made smaller by adding outer boundaries.The smaller surfaces are adjusted by using the Raise/Lower edit.Make a new surface. Paste all the small surfaces in together.
Now, I notice an area that was not included in any of the small surfaces, but was part of the original large surface. Somehow, this area is showing up in my final surface. So far I tried adding the polyline that forms the 'outer' boundary of each small surface also as a 'data clip' boundary, but don't see any difference. Only thing that works is delete surface point...click, click, click.
I'm making other routine and I want to check if there is some boundaries in the selected surface and in that case, which of them has the most priority.
contorno= "boundary" and exterior=SurfaceBoundaryType.Outer
I have done this: URL....
I think that the last boundary in the list is the first boundary priority.How can I get that list?
Found this code at //blog.civil3dreminders.com/2011/0 ... aries. html to extract all surface boundaries - something I do a lot. How can I take this code and use it in C3D 2012
Extract All Surface Boundaries
Ever want to extract a bunch of surface boundaries? I have, but I don't really want to select each and every surface. Here is some code for VBA that will automate the process.
Sub ExtractBoundaries()
Dim oAcadObject As AcadObject
For Each oAcadObject In ThisDrawing.ModelSpace
If (TypeOf oAcadObject Is AeccTinSurface) Then
Dim oSurf As AeccTinSurface
Set oSurf = oAcadObject
oSurf.ExtractBorder aeccDisplayOrientationPlan
End If
Next
End Sub
IDSP Premium 2014 (mainly Civil 3D 2014 UKIE SP1 & Infraworks with some limited 3ds Max Design)
Win 7 Pro x64, 256Gb SSD, 300Gb 15,000 rpm HDD
16Gb Ram Intel Xeon CPU E5-1607 0 @ 3.00GHz (4 CPUs), ~3.0GHz
NVIDIA Quadro 4000, Dual 27" Monitor, Dell T3600
I am trying to create islands of surface by multiple enclosed polylines as boundaries.
Each enclosed polyline has several 3d lines as drawing objects.
After creating the surface from the 3d lines I use "Select similar" to select all boundaries(enclose polylines) and add them as boundaries using the "Show" option.
However, it is not working and I do not see the islands of a surface.
I used to have a tool (not sure where I got it from) that would extract all surface boundaries that were in a drawing but this tool no longer works in 2014 as it was written for 2012. Time/inclination to write a similar routine that would work in 2014?
IDSP Premium 2014 (mainly Civil 3D 2014 UKIE SP1 & Infraworks with some limited 3ds Max Design)
Win 7 Pro x64, 256Gb SSD, 300Gb 15,000 rpm HDD
16Gb Ram Intel Xeon CPU E5-1607 0 @ 3.00GHz (4 CPUs), ~3.0GHz
NVIDIA Quadro 4000, Dual 27" Monitor, Dell T3600
I got this problem during creation of corridor surface boundaries. I would like to create a corridor datum surface using the daylight feature lines, automatically from the corridor surfaces-boundaries dialog box, but the daylight does not appear in the list.
View 5 Replies View RelatedI have several surfaces pasted to make a composite surface, and a poly line is added as a none destructive boundary.
The surface looks fine on the screen, but when it is exported to LandXML the boundary is ignored, This creates a 120MB XML file, which will not load into Windes for Drainage work.
I can trim the breaklines defining each surfaces, but there is 8 models and 8 different areas to trim in this manor. This would take far too long and would also create 64 surfaces!!!
If there is any reference material out there that is useful with regards to naming conventions within Civil 3d. I am getting better at naming everything, When you have a busy drawing with lots of feature lines, alignments, assemblies, corridors etc, it can get pretty confusing sometimes.
View 1 Replies View RelatedI'm not finding where to change the default Description for Creating Cogo points by the Create Points-Alignments>At Alignment Geometry method
The last characters PC, PT RP etc. seem to be controlled by the Drawing Settings>Abbreviations but the Alignment name and stationing is what I'd like to eliminate from the description if possible.
Almost seems hard coded but hopefully I've been looking in the wrong places.
The descriptions are coming in like the caption whether I select Raw or Full description option.
In command settings for Point>Create Points>Points Creation>Prompt for descriptions>Automatic - Object is what I'm using.
What I'm hoping to accomplish is just PC, PT RP etc for description without the find / replace edits I'm currently doing in the exported ascii files.
C3D 2012 SP3 & C3D 2014 SP1
Win 7 Professional 64 Bit
I've used E- for Existing and P- for Proposed for my layers and/or style names. For Object Layers, I've used OBJ- with modifiers and set the layers inside the styles to 0. This works ok, and Civil 3D objects obviously stand out and are easily isolated thru layiso and such, BUT having styles set to 0 presents a problem when dumbing down a drawing to send to another firm. The C3D Objects that are dumbed down are on layer 0 which isn't good.
We're generating a new template for 2013 and want to gear it towards the National Cad Standards on some level and do away with 0 as the style layer and actually have the style layers set to something other than 0.
My initial thoughts from a simplistic standpoint are:
V- for Survey and Existing features
C- for Proposed features
I understand there's many more designators. We mainly do Civil and Utility work.I know V is a designator for Survey but can it cover and should it cover existing features too that aren't surveyed, for example if we receive mapping from someone and want to reassign some layer names? Is C- strictly for Proposed/Design work?
I'm reviewing a template we're working with someone on and they assigned the layers inside an Existing Surface Style to C-Topo-Majr and C-Topo-Minr. They assigned the layers inside the Proposed Surface Style to C-Topo-Majr-N and C-Topo-Minr-N. The only difference is the N for New, between the style layers.
Shouldn't the Existing Surface Style layers start with V-?Just trying to get some feedback on a simplistic approach to Layer naming and keeping with the National Cad Standards on some level.
I have a rather large surface and am trying to add hide boundaries to the existing houses/Buildings footprints however whenever I do my whole surface disappears.
View 4 Replies View RelatedI'm using 2D solid level band surface styles when generating simple flood maps - In order to manipulate I generally have to extract the surface objects (faces or hatches) which gives me a single face or object per triangle within the surface.
I then try and get round this by using a combination of various Lisps and Union to wind up with a single boundary that I can then use in ordinary AutoCAD and 3rd party software. However on big surfaces this is killing me as I have 50k+ triangles, so 50k+ faces or individual hatches, so its causing 15min long unresponsive stalls on my PC.
What I'd like to do is simply export the boundary of each level band to a polyline, or even better to extract the whole solid band as a single hatch object. Is this possible within C3D as it stands, or is there a lsp out there
When creating Feature Lines, I wanted them to be e.g. Step Line 1, Step Line 2, Step Line 3 etc so I amended the name template to suit. I created multiple from objects and the naming convention worked. If I did features individually (as I wanted certain ones in certain sites) it worked for the first feature but reverted back to the default Feature line name on subsequent entry to the dialog i.e. it had "forgotten" the template name just set.
Am I missing something to get this to work correctly or is this how it's supposed to work i.e. useless for individual feature line creation?? This also happens for gradings.
IDSP Premium 2014 (mainly Civil 3D 2014 UKIE SP1 & Infraworks with some limited 3ds Max Design)
Win 7 Pro x64, 256Gb SSD, 300Gb 15,000 rpm HDD
16Gb Ram Intel Xeon CPU E5-1607 0 @ 3.00GHz (4 CPUs), ~3.0GHz
NVIDIA Quadro 4000, Dual 27" Monitor, Dell T3600
We process survey data using Attributes to add extra intelligence and reduce errors.
For example, when shooting trees, the RAW file will contain something like this:
SS,OP 50,FP1299,AR308.2057,ZE91.0918,SD128.282,--TREE
FC,PN1299,FNTREE
AT,TNSZ,TV11.0
AT,TNTY,TVMAPLE
or when shooting a street sign:
SS,OP 50,FP1437,AR324.1135,ZE91.4728,SD123.235,--SIGN
FC,PN1437,FNSIGN
AT,TNTY,TVNO PARKING
The FC code sets up that attribute information will follow for the point number indicated by PN and the FN is basically explaining the name of the feature type. On the collector, this is all menu driven, making for few data entry errors.
The AT codes list the attributes name TN and then the TV reports its value.
Is there a way to preserve these attributes and their data when processing them into an FBK? Ideally, they would need to become part of a point description.
When processing this for that "other" CADD package, I am able to use these values in building labels for my survey points.
I was curious what the basic workflow is for creating an EG from a survey. The catch is that we don't have a point file or elevated points on the drawing. The drawing is just that a drawing with spot elevations and linework. The lot is 100' long and 30' wide. An existing house takes up most of the lot with a street on the front and back. The idea is to try making a grading plan after I figure this first part out. Where would I begin with something like this to figure out the next step of grading a small lot?
View 9 Replies View RelatedI was following Civil 3D 2008 Education Curriculum Module 04-Survey on how to import field books, create points and figures, insert them into the drawing, and then (per page 04-35), remove the network from the drawing.
Now I have a serious problem, and cannot add any new Networks. The "Name" and "Description" appears, but there is no place for a cursor entry.
Do I have to re-install the program?
Is there a way to have cad automatically create a survey point when a surface point is added manually?
Civil 3D 2013
Windows 7 64-bit
Inteel 2.40 GHz 8 GB RAM
Dell T7600
i have a point file specifically a PNEZD file. when i import points into the survey database the coordinate in the database is correct but the coordinate on the drawing tends to be 5 feet off one way and 1 foot off the other. When I import point through the points pull-down menu the coordinates are correctly shown. When I import point into survey database from drawing the coordinate is incorrect in the database but correct on screen.
View 3 Replies View RelatedWe need to move a survey point. I know the point can be unlocked in the drawing and moved, but how can the survey database be updated? After the point is moved the database does not update even after closing and reopening the dwg and database.
View 5 Replies View Related