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		<title><![CDATA[Kubla Central - Portal]]></title>
		<link>https://www.forums.kublasoftware.com/</link>
		<description><![CDATA[Kubla Central - https://www.forums.kublasoftware.com]]></description>
		<pubDate>Sun, 23 Aug 2026 21:23:27 +0000</pubDate>
		<generator>MyBB</generator>
		<item>
			<title><![CDATA[Saudi Tourist eVisa for Umrah Your Guide for Pilgrims]]></title>
			<link>https://www.forums.kublasoftware.com/showthread.php?tid=7020</link>
			<pubDate>Sat, 22 Aug 2026 12:08:02 +0000</pubDate>
			<dc:creator><![CDATA[<a href="https://www.forums.kublasoftware.com/member.php?action=profile&uid=3148">maximrenvik</a>]]></dc:creator>
			<guid isPermaLink="false">https://www.forums.kublasoftware.com/showthread.php?tid=7020</guid>
			<description><![CDATA[Planning to perform Umrah? The Saudi tourist eVisa now covers Umrah pilgrimages outside the Hajj season, making the process much simpler for eligible travelers. This one year multiple entry visa allows stays of up to 90 days per visit and can be used for leisure, visiting family, attending events, and performing Umrah. You will need a clear passport scan valid for at least six months and a recent digital photo. The application is completed entirely online, and you can choose standard processing which takes 1 to 2 working days, or faster options for urgent travel. For complete details on the application process and requirements, check the <a href="https://saudi-arabia-evisa.org/saudi-arabia-umrah-visa/" target="_blank" rel="noopener" class="mycode_url">Saudi Tourist eVisa for Umrah</a> guide. Just remember that this visa does not allow Hajj or work, so plan accordingly. After arrival, use the Nusuk app to manage your Umrah permits and access services at the holy sites. Always verify the latest rules before you travel. Carry a printed copy of your eVisa along with your passport when you arrive.]]></description>
			<content:encoded><![CDATA[Planning to perform Umrah? The Saudi tourist eVisa now covers Umrah pilgrimages outside the Hajj season, making the process much simpler for eligible travelers. This one year multiple entry visa allows stays of up to 90 days per visit and can be used for leisure, visiting family, attending events, and performing Umrah. You will need a clear passport scan valid for at least six months and a recent digital photo. The application is completed entirely online, and you can choose standard processing which takes 1 to 2 working days, or faster options for urgent travel. For complete details on the application process and requirements, check the <a href="https://saudi-arabia-evisa.org/saudi-arabia-umrah-visa/" target="_blank" rel="noopener" class="mycode_url">Saudi Tourist eVisa for Umrah</a> guide. Just remember that this visa does not allow Hajj or work, so plan accordingly. After arrival, use the Nusuk app to manage your Umrah permits and access services at the holy sites. Always verify the latest rules before you travel. Carry a printed copy of your eVisa along with your passport when you arrive.]]></content:encoded>
		</item>
		<item>
			<title><![CDATA[? What Kubla Cubed videos would you like to see next?]]></title>
			<link>https://www.forums.kublasoftware.com/showthread.php?tid=7002</link>
			<pubDate>Tue, 28 Jul 2026 11:04:23 +0000</pubDate>
			<dc:creator><![CDATA[<a href="https://www.forums.kublasoftware.com/member.php?action=profile&uid=350">Kate</a>]]></dc:creator>
			<guid isPermaLink="false">https://www.forums.kublasoftware.com/showthread.php?tid=7002</guid>
			<description><![CDATA[With the release of <span style="font-weight: bold;" class="mycode_b">Kubla Cubed 2026</span> just around the corner, we're planning a new series of tutorials, quick tips and workflow videos.<br />
<br />
What would you like us to cover on our <a href="https://www.youtube.com/@KublaSoftware" target="_blank" rel="noopener" class="mycode_url">YouTube channel</a>?<br />
<br />
Whether it's a feature you'd like explained in more detail, a workflow you use regularly, or a task you've always found challenging, let us know. Your suggestions will help shape our future videos.<br />
<br />
Leave your ideas below. We'd love to hear them!]]></description>
			<content:encoded><![CDATA[With the release of <span style="font-weight: bold;" class="mycode_b">Kubla Cubed 2026</span> just around the corner, we're planning a new series of tutorials, quick tips and workflow videos.<br />
<br />
What would you like us to cover on our <a href="https://www.youtube.com/@KublaSoftware" target="_blank" rel="noopener" class="mycode_url">YouTube channel</a>?<br />
<br />
Whether it's a feature you'd like explained in more detail, a workflow you use regularly, or a task you've always found challenging, let us know. Your suggestions will help shape our future videos.<br />
<br />
Leave your ideas below. We'd love to hear them!]]></content:encoded>
		</item>
		<item>
			<title><![CDATA[Accounting for differing grades around retaining walls]]></title>
			<link>https://www.forums.kublasoftware.com/showthread.php?tid=6935</link>
			<pubDate>Wed, 01 Jul 2026 15:58:03 +0000</pubDate>
			<dc:creator><![CDATA[<a href="https://www.forums.kublasoftware.com/member.php?action=profile&uid=2841">Ken S</a>]]></dc:creator>
			<guid isPermaLink="false">https://www.forums.kublasoftware.com/showthread.php?tid=6935</guid>
			<description><![CDATA[Something I've had issues with while using the software is accounting for cuts and fills on either side of a retaining wall. In some cases the grade on one side of the wall may differ by up to 18' and I cannot seem to find a good method for translating that to the program. I've tried various methods of creating the retaining wall as a feature surface, as a 1' wide path and even using the raise feature. Even playing with the side batter numbers the program seems to always leave a ditch on the higher side of the retaining wall that is difficult to calculate a cut or fill for. When trying it as a feature surface, using an outline of "Define Varying Levels" seems to do the best job as I can set the grade on the high side and the low side separately but the program still leaves a space unaccounted for. Setting the wall as a break line inside of another feature, i.e., a sub grade in a grass area, also seems to make the grades around the break line go bonkers. One thing I've been able to do about that is set point elevations in the areas that are causing trouble but most of the time I am just making an educated guess at those point elevations and the problem still remains.<br />
<br />
I'm curious if others have had this issue and what they've done to combat it. Or maybe there is something in the program that I'm missing that would better account for the placement of a proposed retaining wall. If the "Path" feature allowed me to set differing elevations on either side of the wall, and also account for proposed contour lines, I feel like it would be a good solution for the problem I'm having here. One thing to note is that I do not have access to CAD files when I'm creating my models, so I'm doing this purely based on the information provided in the plans available for a specific job which are sometimes not the best.<br />
<br />
I've attached an example of a job where I was having this issue for folks to review and possibly advise. One factor I am unsure of on this particular job is if there is any sort of reveal on the high side of the retaining wall at any point. Typically I would have to wait to win the bid for the job and obtain a shop drawing from my wall subcontractor before I have specific information on these things.<br /><!-- start: postbit_attachments_attachment -->
<br /><!-- start: attachment_icon -->
<img src="https://www.forums.kublasoftware.com/images/attachtypes/" title="Kubla Cubed File" border="0" alt=".kcp" />
<!-- end: attachment_icon -->&nbsp;&nbsp;<a href="attachment.php?aid=149" target="_blank" title="">Cuts Fills V2.kcp</a> (Size: 1.95 MB / Downloads: 4)
<!-- end: postbit_attachments_attachment -->]]></description>
			<content:encoded><![CDATA[Something I've had issues with while using the software is accounting for cuts and fills on either side of a retaining wall. In some cases the grade on one side of the wall may differ by up to 18' and I cannot seem to find a good method for translating that to the program. I've tried various methods of creating the retaining wall as a feature surface, as a 1' wide path and even using the raise feature. Even playing with the side batter numbers the program seems to always leave a ditch on the higher side of the retaining wall that is difficult to calculate a cut or fill for. When trying it as a feature surface, using an outline of "Define Varying Levels" seems to do the best job as I can set the grade on the high side and the low side separately but the program still leaves a space unaccounted for. Setting the wall as a break line inside of another feature, i.e., a sub grade in a grass area, also seems to make the grades around the break line go bonkers. One thing I've been able to do about that is set point elevations in the areas that are causing trouble but most of the time I am just making an educated guess at those point elevations and the problem still remains.<br />
<br />
I'm curious if others have had this issue and what they've done to combat it. Or maybe there is something in the program that I'm missing that would better account for the placement of a proposed retaining wall. If the "Path" feature allowed me to set differing elevations on either side of the wall, and also account for proposed contour lines, I feel like it would be a good solution for the problem I'm having here. One thing to note is that I do not have access to CAD files when I'm creating my models, so I'm doing this purely based on the information provided in the plans available for a specific job which are sometimes not the best.<br />
<br />
I've attached an example of a job where I was having this issue for folks to review and possibly advise. One factor I am unsure of on this particular job is if there is any sort of reveal on the high side of the retaining wall at any point. Typically I would have to wait to win the bid for the job and obtain a shop drawing from my wall subcontractor before I have specific information on these things.<br /><!-- start: postbit_attachments_attachment -->
<br /><!-- start: attachment_icon -->
<img src="https://www.forums.kublasoftware.com/images/attachtypes/" title="Kubla Cubed File" border="0" alt=".kcp" />
<!-- end: attachment_icon -->&nbsp;&nbsp;<a href="attachment.php?aid=149" target="_blank" title="">Cuts Fills V2.kcp</a> (Size: 1.95 MB / Downloads: 4)
<!-- end: postbit_attachments_attachment -->]]></content:encoded>
		</item>
		<item>
			<title><![CDATA[Benched Excavations]]></title>
			<link>https://www.forums.kublasoftware.com/showthread.php?tid=6622</link>
			<pubDate>Fri, 13 Mar 2026 08:15:48 +0000</pubDate>
			<dc:creator><![CDATA[<a href="https://www.forums.kublasoftware.com/member.php?action=profile&uid=691">GWeldt</a>]]></dc:creator>
			<guid isPermaLink="false">https://www.forums.kublasoftware.com/showthread.php?tid=6622</guid>
			<description><![CDATA[Hi, potential feature to include in future updates, can you allow for a benched excavation toggle similar to the batter slopes?]]></description>
			<content:encoded><![CDATA[Hi, potential feature to include in future updates, can you allow for a benched excavation toggle similar to the batter slopes?]]></content:encoded>
		</item>
		<item>
			<title><![CDATA[Batter Spilling on Structures]]></title>
			<link>https://www.forums.kublasoftware.com/showthread.php?tid=6621</link>
			<pubDate>Fri, 13 Mar 2026 08:07:35 +0000</pubDate>
			<dc:creator><![CDATA[<a href="https://www.forums.kublasoftware.com/member.php?action=profile&uid=691">GWeldt</a>]]></dc:creator>
			<guid isPermaLink="false">https://www.forums.kublasoftware.com/showthread.php?tid=6621</guid>
			<description><![CDATA[<span style="color: #ffffff;" class="mycode_color"><span style="font-size: medium;" class="mycode_size"><span style="font-family: Arial;" class="mycode_font">Hi, I have recently noticed that side batters modelled on Kubla don't really function properly in scenarios where 'Fill' is being placed against a near vertical surface (say bridge abutment). </span></span></span><br />
<span style="color: #ffffff;" class="mycode_color"><span style="font-size: medium;" class="mycode_size"><span style="font-family: Arial;" class="mycode_font">Currently, the fill batters project through the vertical surface where any spill is identified. </span></span></span><br />
<span style="color: #ffffff;" class="mycode_color"><span style="font-size: medium;" class="mycode_size"><span style="font-family: Arial;" class="mycode_font">Ideally, the spill batters should slope down along the rear of the wall at the same defined slope rate.  </span></span></span><br />
<span style="font-size: medium;" class="mycode_size"><span style="color: #ffffff;" class="mycode_color"><span style="font-family: Arial;" class="mycode_font">See attached model with the intended slope manually modelled using the feature surface tool.</span></span></span><br /><!-- start: postbit_attachments_attachment -->
<br /><!-- start: attachment_icon -->
<img src="https://www.forums.kublasoftware.com/images/attachtypes/" title="Kubla Cubed File" border="0" alt=".kcp" />
<!-- end: attachment_icon -->&nbsp;&nbsp;<a href="attachment.php?aid=148" target="_blank" title="">Kubla - Spill Batter Issue.kcp</a> (Size: 11.38 KB / Downloads: 7)
<!-- end: postbit_attachments_attachment -->]]></description>
			<content:encoded><![CDATA[<span style="color: #ffffff;" class="mycode_color"><span style="font-size: medium;" class="mycode_size"><span style="font-family: Arial;" class="mycode_font">Hi, I have recently noticed that side batters modelled on Kubla don't really function properly in scenarios where 'Fill' is being placed against a near vertical surface (say bridge abutment). </span></span></span><br />
<span style="color: #ffffff;" class="mycode_color"><span style="font-size: medium;" class="mycode_size"><span style="font-family: Arial;" class="mycode_font">Currently, the fill batters project through the vertical surface where any spill is identified. </span></span></span><br />
<span style="color: #ffffff;" class="mycode_color"><span style="font-size: medium;" class="mycode_size"><span style="font-family: Arial;" class="mycode_font">Ideally, the spill batters should slope down along the rear of the wall at the same defined slope rate.  </span></span></span><br />
<span style="font-size: medium;" class="mycode_size"><span style="color: #ffffff;" class="mycode_color"><span style="font-family: Arial;" class="mycode_font">See attached model with the intended slope manually modelled using the feature surface tool.</span></span></span><br /><!-- start: postbit_attachments_attachment -->
<br /><!-- start: attachment_icon -->
<img src="https://www.forums.kublasoftware.com/images/attachtypes/" title="Kubla Cubed File" border="0" alt=".kcp" />
<!-- end: attachment_icon -->&nbsp;&nbsp;<a href="attachment.php?aid=148" target="_blank" title="">Kubla - Spill Batter Issue.kcp</a> (Size: 11.38 KB / Downloads: 7)
<!-- end: postbit_attachments_attachment -->]]></content:encoded>
		</item>
		<item>
			<title><![CDATA[Louisville Area Users]]></title>
			<link>https://www.forums.kublasoftware.com/showthread.php?tid=6610</link>
			<pubDate>Sun, 01 Mar 2026 14:11:07 +0000</pubDate>
			<dc:creator><![CDATA[<a href="https://www.forums.kublasoftware.com/member.php?action=profile&uid=1986">MSabla</a>]]></dc:creator>
			<guid isPermaLink="false">https://www.forums.kublasoftware.com/showthread.php?tid=6610</guid>
			<description><![CDATA[Anyone near Louisville that is pretty adept with this program? Seeking someone to help train staff in correct usage]]></description>
			<content:encoded><![CDATA[Anyone near Louisville that is pretty adept with this program? Seeking someone to help train staff in correct usage]]></content:encoded>
		</item>
		<item>
			<title><![CDATA[EXPORTING DATA POINTS]]></title>
			<link>https://www.forums.kublasoftware.com/showthread.php?tid=6609</link>
			<pubDate>Sun, 01 Mar 2026 12:12:22 +0000</pubDate>
			<dc:creator><![CDATA[<a href="https://www.forums.kublasoftware.com/member.php?action=profile&uid=2391">EmilEdison2017</a>]]></dc:creator>
			<guid isPermaLink="false">https://www.forums.kublasoftware.com/showthread.php?tid=6609</guid>
			<description><![CDATA[HI. Anyone can help on how to Export points from features surface ? I added points to the features plan and I need to export all the data I added to included in the report]]></description>
			<content:encoded><![CDATA[HI. Anyone can help on how to Export points from features surface ? I added points to the features plan and I need to export all the data I added to included in the report]]></content:encoded>
		</item>
		<item>
			<title><![CDATA[V7.4 ?]]></title>
			<link>https://www.forums.kublasoftware.com/showthread.php?tid=6519</link>
			<pubDate>Mon, 19 Jan 2026 10:53:21 +0000</pubDate>
			<dc:creator><![CDATA[<a href="https://www.forums.kublasoftware.com/member.php?action=profile&uid=4">TimO</a>]]></dc:creator>
			<guid isPermaLink="false">https://www.forums.kublasoftware.com/showthread.php?tid=6519</guid>
			<description><![CDATA[Good morning All,<br />
What's the latest on V7.4 Release?<br />
Cheers<br />
Tim]]></description>
			<content:encoded><![CDATA[Good morning All,<br />
What's the latest on V7.4 Release?<br />
Cheers<br />
Tim]]></content:encoded>
		</item>
		<item>
			<title><![CDATA[PDF not scaling correctly]]></title>
			<link>https://www.forums.kublasoftware.com/showthread.php?tid=6504</link>
			<pubDate>Wed, 24 Dec 2025 04:02:46 +0000</pubDate>
			<dc:creator><![CDATA[<a href="https://www.forums.kublasoftware.com/member.php?action=profile&uid=2177">Dumber than dirt</a>]]></dc:creator>
			<guid isPermaLink="false">https://www.forums.kublasoftware.com/showthread.php?tid=6504</guid>
			<description><![CDATA[Hello,<br />
My problem is when I load a new PDF and scale it using By Ratio, I enter it according to the scale on the PDF ex: 1" = 20' it does not scale correctly on the print. I'll place my cursor on a point, press and hold M on my keyboard, move my cursor to a known distance and it'll show it as a measurement that is about 1/3 of the distance. When I scale using the By Length option, again using the scale on the PDF, it will scale correctly until I move the screen so I can see another section of the print or I zoom in or out, then it is no longer scale correctly.<br />
Any ideas on how to fix this?  I have tried different PDF's and it's the same on all of them.]]></description>
			<content:encoded><![CDATA[Hello,<br />
My problem is when I load a new PDF and scale it using By Ratio, I enter it according to the scale on the PDF ex: 1" = 20' it does not scale correctly on the print. I'll place my cursor on a point, press and hold M on my keyboard, move my cursor to a known distance and it'll show it as a measurement that is about 1/3 of the distance. When I scale using the By Length option, again using the scale on the PDF, it will scale correctly until I move the screen so I can see another section of the print or I zoom in or out, then it is no longer scale correctly.<br />
Any ideas on how to fix this?  I have tried different PDF's and it's the same on all of them.]]></content:encoded>
		</item>
		<item>
			<title><![CDATA[Extracting Commencement and Final elevation for Consultant's Manual checking]]></title>
			<link>https://www.forums.kublasoftware.com/showthread.php?tid=6485</link>
			<pubDate>Wed, 03 Dec 2025 13:35:12 +0000</pubDate>
			<dc:creator><![CDATA[<a href="https://www.forums.kublasoftware.com/member.php?action=profile&uid=2136">Solomon Moffat</a>]]></dc:creator>
			<guid isPermaLink="false">https://www.forums.kublasoftware.com/showthread.php?tid=6485</guid>
			<description><![CDATA[Hi all,<br />
My name is Solomon Moffat and I’m a Quantity Surveyor working on civil road projects in the Caribbean. I’m really enjoying using Kubla so far, but I’ve hit a workflow issue and would appreciate some guidance.<br />
The Consultant wants to verify the earthworks quantities using the “old school” method: levels (or heights) at the LHS, Centre Line, and RHS every 5 m along the road corridor.<br />
In Kubla I can see the existing and proposed levels at any point by hovering the mouse, but capturing these one-by-one is very tedious and time-consuming.<br />
Is there a better way to extract this information – for example, generating a report or exporting section data at 5 m intervals – so that I can tabulate it for his checks and certification of quantities for payment?<br />
Any tips, workflows, or documentation links would be greatly appreciated.<br />
Thanks in advance,<br />
Solomon]]></description>
			<content:encoded><![CDATA[Hi all,<br />
My name is Solomon Moffat and I’m a Quantity Surveyor working on civil road projects in the Caribbean. I’m really enjoying using Kubla so far, but I’ve hit a workflow issue and would appreciate some guidance.<br />
The Consultant wants to verify the earthworks quantities using the “old school” method: levels (or heights) at the LHS, Centre Line, and RHS every 5 m along the road corridor.<br />
In Kubla I can see the existing and proposed levels at any point by hovering the mouse, but capturing these one-by-one is very tedious and time-consuming.<br />
Is there a better way to extract this information – for example, generating a report or exporting section data at 5 m intervals – so that I can tabulate it for his checks and certification of quantities for payment?<br />
Any tips, workflows, or documentation links would be greatly appreciated.<br />
Thanks in advance,<br />
Solomon]]></content:encoded>
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