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™=
151 Sully’s Trail – Suite 6, Pittsford, New York 14534 =
The CE= DRA Corporation
How ArcGIS can be tailored for Engineering and Surveying Applications<= /div>
Engineering Applications <= /span>employing GIS Technology
Engineering Applications <= /span>employing GIS Technology
The following pr= esentation discusses how ArcGIS, ArcMap specifically, was modified to perform civil engineering and surveying applications.&= nbsp; Although the presentation is geared for civil engineers and survey= ors, there are tools which are presented that are applicable to other discipli= nes, such as the plan and profile drawing generation.  In addition, the approach taken = in modifying ArcMap for civil engineering and surveying purposes can be used= for other disciplines, such as architecture, environmental engineering and so forth.
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151 Sully’s Trail – Suite 6, Pittsford, New York 14534
The CE= DRA Corporation
Business, Telecommunications, Defense, = Health, Homeland Security, Education
Oil & Gas, and many more…
Fields Utilizing GIS
Anyone who has b= een associated with ESRI for a long time will have noticed that GIS has expan= ded into a wide variety of areas, and is used for more than just mapping.  Analysis has become a “big= -time” component of GIS and is one of the reasons GIS has grown so much.<= br>
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151 Sully’s Trail – Suite 6, Pittsford, New York 14534
The CEDRA Corporation
Even Civil Engineers and Surveyors are using GIS, <= /b>
But not to its full extent.
Engineers and Surveyors
GIS has even bee= n adopted by Civil Engineers and Surveyors, who because of their CAD roots, were slow = to get on board the GIS bus.  E= ven so, civil engineers and surveyors are just beginning to use GIS and are n= ot really taking advantage of its full capabilities.
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151 Sully’s Trail – Suite 6, Pittsford, New York 14534
The CEDRA Corporation
Municipal Clients
Civil Engineers and Surveyors working with <= /span>= municipal client= s are finding themselves having to supply their clients with d= ata that can be incorporated into the clients’ GIS database
Part of the reas= on for civil engineers and surveyors using GIS is the fact that they deal with municip= al clients. Municipalities, as you know, have been using GIS for a number of years.  As a result they hav= e developed robust and accurate “enough” databases.  This has caused the municipaliti= es to start asking for project data, which the engineers and surveyors have created, in a format that can be incorporated into their GIS. This is a growing trend that is only going to get larger.
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151 Sully’s Trail – Suite 6, Pittsford, New York 14534
The CEDRA Corporation
CAD to GIS
A CAD file (.dxf, .dwg) has typically been <= /span>used as the mech= anism to transfer the engineer or surveyor’s work to the municipal client=
For now, submitt= ing DXF or DWG files has been the mechanism in which engineers and surveyors have be= en providing their municipal clients their project work.
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151 Sully’s Trail – Suite 6, Pittsford, New York 14534
The CEDRA Corporation
CAD to GIS
The CAD file (.d= xf, .dwg) provides:
Ø   Exchange of geometric graphics
Ø   But not a good mechanism for
      exchanging attribute data
Ø   Attribute data is becoming = more and
      more impo= rtant for municipal clients
The problem with= this type of file is that although most geometric information comes across, valuable attribute or non-graphic information does not easily come across, if at a= ll. This attribute data is very important to the municipality because of the = robustness of the municipality’s GIS.
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151 Sully’s Trail – Suite 6, Pittsford, New York 14534
The CEDRA Corporation
A New Approach
Avoid the CAD to GIS transfer by performing the d= esign within the GIS,
that is, design with ArcMap !
To address this = issue, a new approach is emerging.  That = is, the utilization of ArcMap to perform design and drafting functions.
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151 Sully’s Trail – Suite 6, Pittsford, New York 14534
The CEDRA Corporation
Design within ArcGIS
By creating custom commands and tools, we can utilize ArcG= IS as the graphics engine for performing Civil Engineering and Surveying applications =
By creating cust= om commands and tools, we can add civil engineering and surveying functionality that operates within the ArcMap environment.
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151 Sully’s Trail – Suite 6, Pittsford, New York 14534
The CEDRA Corporation
Start to End Approach
By creating custom commands and tools, we can utilize ArcG= IS to design and draft in a GIS environment
"drafting as a by-product of the design process&qu= ot;
Now, when we say= design within ArcMap, we are not talking about performing one simple task. We are talking about performing an entire project from start to end, from site mapping to contract design document preparation, stakeout, and infrastruc= ture database updating within a GIS environment. Using the fundamental princip= le that drafting should be a by-product of the design process, the engineer develops almost all of the drawing information as the design process proceeds.
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151 Sully’s Trail – Suite 6, Pittsford, New York 14534
The CEDRA Corporation
Custom Commands/Tools
Visual Basic 6
ArcObjects
Avenue Wraps
 
Active X DLL’s
Toolbars which can be added to ArcMap,
and
}
Since ArcGIS pro= vides a developer environment, it is possible for one to develop Active X DLLR= 17;s which can be added to ArcMap in the form of custom toolbars. These toolba= rs will contain the commands and tools providing the civil engineering and s= urveying functionality. The toolbars shown in this presentation were created using Visual Basic, ArcObjects and Avenue Wraps.
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151 Sully’s Trail – Suite 6, Pittsford, New York 14534
The CEDRA Corporation
Design Processes
= Survey – Field Work
= Digital Terrain Model
= Horizontal Alignments
= Cross-Sections/Profiles
= Vertical Alignments
= Roadway Templates
= Roadway Surface
= Earthwork Quantities
= Subdivision Design
= P&P Drawings
which can be performed within ArcGIS<= /span>
To= name a few
Obviously a civil engineering project involves a number of different tasks.  What we will cover in this presentation are the tools which we use for road design and site developm= ent.  The tasks for this type of work = is shown on the slide.
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151 Sully’s Trail – Suite 6, Pittsford, New York 14534
The CEDRA Corporation
Topographic Mapping
Create a digital model of the project site <= /span>comprised of = ;
contours and existing features utilizing:
Aerial photography, and/or
Conventional Field Survey Data, better yet = ;
Current GIS Database
The first task i= s the creation of the digital terrain model. This model is to contain the exist= ing topographic features of the site, as well as, contours for the site.  In this presentation we will dis= cuss how conventional field survey data can be imported.  The size, type, location and oth= er factors will dictate the means by which the base topographic map will be prepared.  Depending on these means appropriate import formats can be created.  Of course the prime, and first s= ource to be looked at is the availability of an appropriate GIS database map.  Even if not quite up-to-date, su= ch a base map could serve for a conceptual, preliminary, project design.
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151 Sully’s Trail – Suite 6, Pittsford, New York 14534
The CEDRA Corporation
Field Survey Data
Create a custom command for the <= /span>mass importing of field survey data in a variety of formats, and with the ability to gener= ate line and curve features from point codes
The approach tak= en, and what will become clear during the presentation, is that for every major task t= here is a custom command or tool that exists for performing the task.  The result of using any of these= commands or tools is the generation of point, line, curve, polygon and/or annotati= on features in as much of an automated fashion so as to minimize the amount = of manual editing.

For this task we= desire to mass import point data from which contours are to be created.
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151 Sully’s Trail – Suite 6, Pittsford, New York 14534
The CEDRA Corporation
Import Conventional Fiel= d Survey Data
Here is the Impo= rt Points command which allows us to import point data in an ASCII file in a variet= y of formats.  When used in conju= nction with point codes, this command is able to generate line work representing= the site’s existing features, such as curb lines, building footprints, sewer lines, power lines, and the like.&= nbsp; Point codes can also be used to set the symbology for automatic drafting purposes.  Within A= rcMap the point code is the attribute in which the layer is classified upon.  In so doing, the appropriate sym= bol can be applied based upon the point code.
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151 Sully’s Trail – Suite 6, Pittsford, New York 14534
The CEDRA Corporation
Contouring
Create a custom command for creating contours from:
Radial survey, and
Cross-sectional survey
In creating cont= ours, one has to be cognizant of the point data.&n= bsp; That is, does the point data represent a radial survey or a cross-sectional type of survey.  There are several contouring software that could be used.  Many of these prepare superbly l= ooking line work.  However, for civ= il engineering applications, the “exact” (using this word rather loosely) is more important than “nice looking”.  Therefore, the ability needs to = exist to easily modify a contour line created by automated means.
------=_NextPart_01C7AC44.ED40F7C0 Content-Location: file:///C:/D1324D12/paper_files/slide0014.htm Content-Transfer-Encoding: quoted-printable Content-Type: text/html; charset="us-ascii" Slide 1
151 Sully’s Trail – Suite 6, Pittsford, New York 14534
The CEDRA Corporation
Radial Survey
Data
Here is an examp= le of a radial survey, where the surveyor “shoots” points in a radial fashion from some “set-up” or control point.
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151 Sully’s Trail – Suite 6, Pittsford, New York 14534
The CEDRA Corporation
Cross-Sectional Survey Data<= /div>
Requires special contouring algorithm
In the case of a cross-sectional survey, the surveyor takes “shots” left and r= ight of some arbitrary baseline.  There is a difference between the two types of surveys because a special contou= ring algorithm needs to be used when processing cross-sectional types of surve= ys. Typical contouring algorithms do not handle cross-sectional surveys prope= rly.
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151 Sully’s Trail – Suite 6, Pittsford, New York 14534
The CEDRA Corporation
Contouring
Parameters
Here you can see= some of the contouring parameters that are available for the engineer or surveyor.

The top dialog b= ox provides for the introduction of break lines, such as top of bank, or bottom of di= tch, where a sharp change in a contour’s direction occurs.

The bottom dialo= g box assists in the introduction of the contour parameters, such as line weigh= t of the heavy contour, contour interval, spacing of contour annotations, cont= our smoothing, and the like.
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151 Sully’s Trail – Suite 6, Pittsford, New York 14534
The CEDRA Corporation
GeoDatabase
Stored in a geodatabase are the:
v     Contour strings (polyline features = with the elevati= on stored as an attribute)
v     Elevation annotation
v     Polygons comprising the TIN (3D polygon features)
Since we are dis= cussing a new approach in performing design, it is only fitting that the data we cr= eate be stored in a geodatabase.  In the case of contours, a geodatabase will contain the contour strings, whi= ch are actually polylines with the elevation stored as an attribute, the hea= vy contour elevation annotation features, and the polygons which comprise the TIN.  The polygons are actua= lly 3D polygons with each vertex in the polygon assigned an elevation value.
------=_NextPart_01C7AC44.ED40F7C0 Content-Location: file:///C:/D1324D12/paper_files/slide0018.htm Content-Transfer-Encoding: quoted-printable Content-Type: text/html; charset="us-ascii" Slide 1
151 Sully’s Trail – Suite 6, Pittsford, New York 14534
The CEDRA Corporation
Contours from Cross-Sectional Survey Da= ta
Here is a simpli= stic example of contours created from cross-sectional survey data.
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