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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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151 Sully’s Trail – Suite 6, Pittsford, New York 14534
The CEDRA Corporation
Roadway Design
Requires Geometry and Design Data
v   &nbs= p; Design Data is assigned an Identifier
v     Custom Commands reference the Design Data Identifier
Once the digital= terrain model has been established we can proceed with the roadway design phase.<= span style=3D'mso-spacerun:yes'>  The approach taken in performing roadway design is that the user defines the design criteria to be used, identifying each one with an identifier.=   This identifier is then referenced during the operation of a speci= fic command.  The design criteri= a or “design data” are stored in dBase tables.
------=_NextPart_01C7AC44.ED40F7C0 Content-Location: file:///C:/D1324D12/paper_files/slide0020.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
Specification of Design Data=
Since there are = different types of design data (the top left combo box menu), there will be differe= nt dBase tables containing the different types of design data.  Within a dBase table (the bottom= right dialog box helps to set the right-of way widths, and the design parameters for the automated design of cul-de-sacs) there could be various design da= ta of the same type, thus creating a library of design data.  The design parameter ID is the identifier that the engineer can use to differentiate different design criteria.
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file:///C:/D1324D12/paper_files/slide0021.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
Horizontal Alignments
An interactive design feature to introduce <= /span>one or many PI&#= 8217;s with curves and spirals, and dynamically display alignment changes as each = PI is dragged across the monitor screen
In designing a r= oad, the horizontal alignment is represented as a design feature. This feature can= be comprised of one or more PI’s with each PI being assigned interacti= vely a curve radius with or without a back and/or forward spiral length.  Control points and their buffer = zones that affect the positioning the alignment can be defined by various built= -in geometric tools.
------=_NextPart_01C7AC44.ED40F7C0 Content-Location: file:///C:/D1324D12/paper_files/slide0022.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
Horizontal Alignment with 2 PI’s
Here we see a ho= rizontal alignment that is comprised of two PI’s.  In this case, each of the PIR= 17;s is assigned only a curve radius and no spiral length data.  So you can see that a horizontal alignment is more than a polyline, it is a design feature that has been assigned pertinent roadway geometric information.  On such an alignment, click at a= PI and drag it across the monitor screen.&n= bsp; As the PI is dragged the alignment changes reflecting its shape ba= sed upon the current location of the cursor.
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151 Sully’s Trail – Suite 6, Pittsford, New York 14534
The CEDRA Corporation
Horizontal Alignment Editing
Specialized commands were developed t= o facilitate the editing, or modification of the horizontal alignments
As one understan= ds, the design process is an iterative process, so that, during the roadway layou= t, the engineer is going to want to alter the design.  As such, special or custom tools= need to exist to perform editing on the design feature.
------=_NextPart_01C7AC44.ED40F7C0 Content-Location: file:///C:/D1324D12/paper_files/slide0023.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
Horizontal Alignment Commands and Tools
As can be seen a= robust suite of commands and tools were developed for editing (dialog box in the= low right corner) and post-processing (combo box menu commands in the upper l= eft corner).
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151 Sully’s Trail – Suite 6, Pittsford, New York 14534
The CEDRA Corporation
Post-Processing
Specialized commands were developed t= o post-process the horizontal alignments so as to facilitate the drafting process= (automated gener= ation of lines, curves and annotation features from design data)=
When we speak of post-processing we are talking about using a design feature in conjunction with design data to mass produce lines, curves and annotation features, w= ith these features being stored in a geodatabase.
------=_NextPart_01C7AC44.ED40F7C0 Content-Location: file:///C:/D1324D12/paper_files/slide0025.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
<= ![endif]>
Mass generation of featu= res representing the right-of way
and the cul-de-sac of one, <= /div>
or many selected alignme= nts with one command execution
An example of th= is is the Generate ROW w/ Cul-de-sac command.  Here the engineer specifies the range of horizontal alignments to = be processed along with the design parameter ID, from which, the command will create the offset line and curve elements which can represent the right-of-way, pavement ribbon, curb lines etc.  The right-of-way design paramete= r ID contains the design data in terms of offset values and cul-de-sac radii t= o be used.
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file:///C:/D1324D12/paper_files/slide0026.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
Cross-Section/Profiles
Using the horizontal alignment
existing ground
cross-sections and profiles can be extracted from t= he digital terrain model
With the horizon= tal alignment created, the engineer can proceed to extract existing ground cross-sections and profiles from the previously created TIN, or contours.  Note that the TIN= could have been created with the 3D Analyst software, if so desired.
------=_NextPart_01C7AC44.ED40F7C0 Content-Location: file:///C:/D1324D12/paper_files/slide0027.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
Cross-Section/Profile Extraction
Again, a custom = command is invoked enabling the engineer to specify the horizontal alignment ID along with the other pertinent extraction data.  This creates two dBase tables, o= ne for the cross-section and one for the profile.  Note that the engineer can extra= ct cross-sections and profiles from contour strings, 3D polygons or a TIN dataset.  The result of this operation is the creation of the original ground profile and the original ground cross-sections.  Ther= e are special commands which enable us to plot the original ground profile and cross-sections.  Separate da= ta frames are created to store the profile and cross-sections.
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151 Sully’s Trail – Suite 6, Pittsford, New York 14534
The CEDRA Corporation
Vertical Alignments
An interactive design feature to introduce one or many PVI’s with parabolic curves, and dynamically display alignment changes as each PVI is dragged across the monitor screen.
With the origina= l ground profile extracted in the previous step we can proceed with the design of = the proposed vertical alignment.  Similarly to the horizontal alignment, the vertical alignment cont= ains a series of VPI’s with each VPI assigned a station, elevation and vertical curve length.  Agai= n, the vertical alignment represents a design feature which we are able to edit = and post-process.
------=_NextPart_01C7AC44.ED40F7C0 Content-Location: file:///C:/D1324D12/paper_files/slide0029.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
Vertical Alignment Design
In laying out th= e proposed ground profile, the engineer superimposes the proposed ground profile upon the existing ground profile.  As will be seen later on, the profile will be displayed at the bottom of a s= heet, while the top is reserved for the plan view.
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AAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAAP/U/fwAAYAAAAAAAAAAAAAAAAAAAAAA AAAACt7kl3gD3JLvARd1R//Z ------=_NextPart_01C7AC44.ED40F7C0 Content-Location: file:///C:/D1324D12/paper_files/slide0030.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
Vertical Alignment Editing
Specialized commands were developed t= o facilitate the e= diting or modification of the vertical alignments=
Just as with the= horizontal alignment design process, the vertical alignment design process is also an iterative process.  As such, special or custom tools were developed to perform editing on the design feature.
------=_NextPart_01C7AC44.ED40F7C0 Content-Location: file:///C:/D1324D12/paper_files/slide0031.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
Vertical Alignment <= /span>Commands and Tools<= /div>
Here you can see= the various commands and tools (upper left corner) that are present for editing and post-processing vertical alignments.&nbs= p; The dialog box in the low right corner is for the creation of a vertical curve table that will contain elevation values along the vertical alignment at a user specified range and interval.
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151 Sully’s Trail – Suite 6, Pittsford, New York 14534
The CEDRA Corporation
Automated Generation of Vertical Alignment Grid and Annotation<= /span>
Emphasizing the “drafting as a by-product of the design process”, the line wo= rk and annotation displayed here was all created by the software by invoking= a custom command.  These featu= res are stored in a geodatabase, and can they be edited by the engineer, if so desired.
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151 Sully’s Trail – Suite 6, Pittsford, New York 14534
The CEDRA Corporation
Proposed Ground Templates
Proposed ground templates (typical sections) are dr= afted using a custom tool for handling offset distances as well as slope and distan= ce values
In generating a = proposed ground surface, the engineer creates templates which represent the shape = of the proposed ground.  To do = so a special tool for creating lines given differential offsets and/or slope a= nd distance values needed to be developed.
------=_NextPart_01C7AC44.ED40F7C0 Content-Location: file:///C:/D1324D12/paper_files/slide0034.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
Typical Proposed Ground Template
And its Components
The creation of = such a special tool really expedites the generation of the proposed ground templ= ate because it allows the engineer to define lines given actual engineering parameters.  That is, roadway surfaces are typically defined given a slope and distance.  As such, the engineer needs a to= ol that can process slope and distance values.  A variety of typical sections ca= n be saved in a library of templates for easy recall.
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AAAAAAAAAAAAAAAAAAAAAAAAAAAAAA//1N/gAIAAAAAAAAAAAAAAAAAAAAAAAA//2Q== ------=_NextPart_01C7AC44.ED40F7C0 Content-Location: file:///C:/D1324D12/paper_files/slide0035.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
Proposed Ground Surface
Proposed ground surface created by = combining: <= /b>
vHorizontal Alignment
vExisting Ground Cross-Sections
vVertical Alignment
vProposed Ground Templates
With all of the = roadway components defined, the engineer can begin the process of creating the proposed ground surface.  As= you can probably surmise, there is a custom command which takes all of the individual components and create a proposed ground surface.  This surface is actually a serie= s of proposed ground cross-sections from which a TIN can be created.
------=_NextPart_01C7AC44.ED40F7C0 Content-Location: file:///C:/D1324D12/paper_files/slide0036.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
Site Contours created fr= om the Proposed Ground Surface
Using the propos= ed ground TIN, we can merge the existing ground and proposed ground TINs to create = an overall site TIN, from which, final ground contours can be developed.
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ERAREQEREBERAREQEREBERAREQEREBERAREQEREBERAREQEREBERAREQEREBERAREQEREBERAREQ EREH/9T39EREEREBERAREQEREBERAREQEREBERAREQf/2Q== ------=_NextPart_01C7AC44.ED40F7C0 Content-Location: file:///C:/D1324D12/paper_files/slide0037.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
Cross-Section Plotting
Fully Annotated Cross-Sections are produced by = using a custom command which stores the line and annotation features in a geodatabase
One of the next = steps is to extract cross sections depicting the existing as well as the proposed gro= und sections.  These sections ca= n be mass annotated with a variety of information, and in several formats.  If these sections are generated = after the earthwork has been processed, the geometric information of the cross sections can be supplemented with those of the quantity takeoff values.
------=_NextPart_01C7AC44.ED40F7C0 Content-Location: file:///C:/D1324D12/paper_files/slide0038.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
Cross-Section
Parameters
A combo menu box= (upper left corner) contains various commands assisting the engineer to extract cross sections and profiles, and generate earthwork quantities.  In the dialog box of the low rig= ht corner, the engineer may specify the various annotation parameters that a= re to be used in the generation of the cross section sheets.
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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
Cross-Sections with Earthwork
Once developed, = the various cross sections can be augmented with the introduction such other pertinent information as crossing underground utilities.  Note that with all of the featur= es created by these custom commands, the engineer is able to modify any or a= ll as desired.
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151 Sully’s Trail – Suite 6, Pittsford, New York 14534
The CEDRA Corporation
Subdivision Design
A “Block” of land can be subdivided into individual lots = by specifying:
<= span style=3D'font-family:"Times New Roman";font-size:178%'>ØThe four sides comprising the block and
<= span style=3D'font-family:"Times New Roman";font-size:178%'>ØThe design zoning criteria identifier
The subdivision = of a parcel of land is controlled by various local planning board and zoning board requirements that dictate the width of a street, the size of a lot, and t= he positioning of the house within a lot.&n= bsp; Designing a two or three lot subdivision Is not a big deal (time wise), or even for a few more houses.&nb= sp; For a larger subdivision, however, an automated generation of the = lots is a welcomed feature.  Comp= lex developments can be broken into blocks, which are then subdivided by the program into zoning conforming lots.
------=_NextPart_01C7AC44.ED40F7C0 Content-Location: file:///C:/D1324D12/paper_files/slide0041.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
Subdivision <= /span>= Design Data
Various subdivis= ion lot data can be stored like roadway design data in a dBase table for easy recall f= or a particular project.  The com= bo box menu in the upper left corner contains the various subdivision commands, while the bottom dialog box requests the zoning lot requirements.  The top dialog box applies the pertinent zoning requirements to a block and subdivides it into lots.
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151 Sully’s Trail – Suite 6, Pittsford, New York 14534
The CEDRA Corporation
A four sided “Block” and its automatic division into lots conforming to zoning regulations
All lots in a bl= ock are generated by the program meeting minimum lot areas, set back distances, s= et back widths, and side and rear lot clearances.  A distinction in the these requirements is made between corner and interior lots.  Any excess area is then divided = among all or user selected lots.
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151 Sully’s Trail – Suite 6, Pittsford, New York 14534
The CEDRA Corporation
Mass Generation of
ØLots,
ØMetes & Bounds and
ØHouse envelopes
Once a block has= been subdivided, the various lots may be annotated with their metes and bounds, lot number and area in square feet (sm) and acres (ha).  In addition, the house envelopes meeting the zoning setback and clearances can also be mass generated.
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file:///C:/D1324D12/paper_files/slide0044.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
Plan and Profile Drawings
P&P Drawings are created by specifying:
ØA sheet identifi= er and
ØThe components t= o be included on the drawing, as the plan view, profile view, north arrow, dra= wing sheet border, etc.
One of the final= products of the design process is the preparation of the plan and profile sheets, commonly referred to as the P&P sheets.  When the design of the horizonta= l and vertical design processes is done as previously stated, the entire projec= t is designed as a whole in a world coordinate system.  It is now time to break down into small (24”x36”) sheets with the plan view at the top, and the= profile at the bottom of each sheet.
------=_NextPart_01C7AC44.ED40F7C0 Content-Location: file:///C:/D1324D12/paper_files/slide0045.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
P&P Drawing Components
A menu combo box= and a special dialog are employed to cut-up the project into individual sheets = and specify the various components that comprise the plan and the profile vie= ws of the project.  Such compon= ents, in addition to the actual plan and profiles, could include mass annotatio= n of existing and proposed ground elevations at a specified station interval, north arrow, sheet title block, and the like.  Individual sheets may be augment= ed by specific details drafted with the various geometric tools.  In essence we are creating a dBa= se table that contains the individual components with pertinent transformati= on information stored for each component for every sheet to be assembled by = the software.
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151 Sully’s Trail – Suite 6, Pittsford, New York 14534
The CEDRA Corporation
Here is a sample= P&P sheet.
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151 Sully’s Trail – Suite 6, Pittsford, New York 14534
The CEDRA Corporation
Design Data Exchange
During the design, pertinent informat= ion can be stored with the drawing features such as:=
Lot Number <= /b>
House Number = ;
Block Number=
Pipe Length =
Pipe Material= 3;
Pipe Size
Street Name =
Design Speed = ;
etc.<= /div>
data which is pertinent to the municipal client
When the design = has been completed, the project database contains most of the attributes that a municipality needs for the maintenance of its infrastructure.  Field changes during the constru= ction of the project can be introduced to update the design database, and turned over to the municipality for its use.&nb= sp; Prior to the commencement of the project, the engineer and the cli= ent can discuss what attributes should be incorporated into the database.  Afterwards, as the design procee= ds the engineer can populate these attributes with the appropriate values with t= he CEDRA-DataEditor, which is included with the CEDRA-AVland software.
------=_NextPart_01C7AC44.ED40F7C0 Content-Location: file:///C:/D1324D12/paper_files/slide0049.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
Integration <= /span>with the 3D Analyst
During the cours= e of the design, the project database can be integrated with the 3D Analyst to ass= ist the engineer in the refinement of the design, and to prepare renderings f= or public information meetings.
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