This editable file contains the table and templates needed to complete the curriculum design activities in Chapters 7–10.

Focus on Geodatabases in ArcGIS Pro introduces readers to the geodatabase, the comprehensive information model for representing and managing geographic information across the ArcGIS platform.Sharing best practices for creating and maintaining data integrity, chapter topics include the careful design of a geodatabase schema, building geodatabases that include data integrity rules, populating geodatabases with existing data, working with topologies, editing data using various techniques, building 3D views, and sharing data on the web. Each chapter includes important concepts with hands-on, step-by-step tutorials, sample projects and datasets, 'Your turn' segments with less instruction, study questions for classroom use, and an independent project. Instructor resources are available by request.AUDIENCEProfessional and scholarly.AUTHOR BIODavid W. Allen has been working in the GIS field for over 35 years, the last 30 with the City of Euless, Texas, and has seen many versions of ArcInfo and ArcGIS come along since he started with version 5. He spent 18 years as an adjunct professor at Tarrant County College in Fort Worth, Texas, and now serves as the State Director of Operations for a volunteer emergency response group developing databases and templates. Mr. Allen is the author of GIS Tutorial 2: Spatial Analysis Workbook (Esri Press, 2016).Pub Date: Print: 6/17/2019 Digital: 4/29/2019 Format: PaperbackISBN: Print: 9781589484450 Digital: 9781589484467 Trim: 7.5 x 9.25 in.Price: Print: $59.99 USD Digital: $59.99 USD Pages: 260

The City of Vernon is transitioning to the MMCD CAD standards. There is a titleblock and design and production template in the system along with the CTB plotstyle. Refer to the MMCD for the Drawing production standard and additional supporting files where required.

The City of Prince George Infrastructure Data Submission Standards (IDSS) Manual describes the submission requirements for CAD data representative of as constructed conditions. Standardized “construction recorded” data submissions are used to automatically update the City of Prince George Geographic Information and Asset Management Systems. This manual is applicable to linear municipal surface infrastructure such as roadworks, sidewalks, trails and paths, and underground infrastructure such as watermain, storm and sanitary sewer systems. The standard also accommodates other items such as street lighting, traffic signals and signs. This manual is not applicable to vertical assets such as public buildings. The City of Prince George IDSS manual outlines standards required for the following workflows associated with surface and underground infrastructure and land development projects: Collection and reduction of detailed topographic and other pre-design data.Creation of pre-design base plans and existing ground surface models.Design modeling and drawing production.Creation and submission of attributed, construction recorded design model data required for updating City of Prince George asset databases.The Infrastructure Data Submission Standard is based on the MMCD Infrastructure Data Standards and manifests itself in a City of Prince George MMCD Autodesk Civil 3D drawing template (DWT) file along with a collection of supporting files and catalogs. Constructed asset attribution is accomplished by sourcing Civil 3D object properties (gravity networks) and Map 3D object data tables for manually assigned attributes.

As one of iCorridor applications, MEPDG dashboard provides site specific traffic data (Level 1) such as AADTT, vehicle class distribution, number of axle per truck, and axle load distribution for AASHTOWare Pavement ME Design. This dashboard provides the following three data files for any specific LHRS sections: Traffic data input file in XML format that contains the AADTT, vehicle class distribution, axle per truck, and axle spacing & configuration. Axle load spectrum file in ALF format that contains the axle load spectrum tables of single, tandem, tridem and quad axle types. A summary file in spreadsheet format that contains the above traffic data. The above XMF and ALF files can be directly input into AASHTOWare Pavement ME Design to run the analysis. If traffic data is insufficient within the LHRS section, the tables for Southern or Northern Ontario will be generated.NON-DIRECTIONAL option will provide an overall AADT and AADTT of the selected LHRS section in both directions. The pavement designer should enter the corresponding percent split of traffic volume for the design direction (typical 50%) to the ‘Percent trucks in design direction’ field. DIRECTIONAL option will provide the AADT and AADTT of the specific direction of the selected LHRS section, and the designer requires to enter 100% to the ‘Percent trucks in design direction’ field. Note that the designer requires to zoom in very close to the map in order to identify which direction to be chosen. Under rare circumstances should the designer require to select this option. If necessary, the data for AADT and AADTT as provided in iCorridor shall be overridden by the latest data provided by other sources, and the number of lanes at the design section should be verified with the designer or owner.If you have any question related to the AASHTOWare Pavement ME Design data, please contact: Susanne Chan, P.Eng.Senior Pavement Design Engineer,Materials Engineering & Research Office,Ontario Ministry of Transportation