Difference between revisions of "Chapter 4 - Developing Electronic Data"

Latest revision as of 12:01, 24 January 2025

Design Submittal Requirements

By Chapter

Chapter 1 - ProjectWise_Pre-Bid_Processes

Chapter 2 - Data Requirements

Chapter 3 - Standard_Naming_Conventions

Chapter 4 - Developing Electronic Data

Chapter 5 - RID Process

Chapter 6 - Quality Management of Electronic Data

Chapter 7 - Plan and Proposal Preparation

Support Services

<< Previous

Next >>

4.1 Milestone Submittals

The Development Guide has moved to a Sharepoint site.

If you haven't visited the new site yet contact MDOT-EngineeringSupportTraining@michigan.gov to request access to the Development Guide.

@@ Line 1: / Line 1: @@
+{{Navbox DSR|Chapter 3 - Standard Naming Conventions|Chapter 5 - RID Process}}
 ==[[#4.1 Milestone Submittals|4.1 Milestone Submittals]]==
-Format, contents and file naming convention at the milestone submittals shall be in accordance with [[Chapter_3_-_Standard_Naming_Conventions|Chapter 3]].  Also see [//{{SERVERNAME}}/images_design/8/8c/RID_Review_Checklist.xlsm RID Review Checklist.xlsm] which is outlined in [[Chapter_6_-_3D_Model_QA/QC#6.1_Design_Model_Quality_Control|Section 6.1]].
+The Development Guide has moved to a Sharepoint site.
-These files must be turned in at all submittals. They can be referenced to the other files specified in this section for milestone submittals if necessary and merged into the final RID files as indicated in [[Chapter_5_-_RID_Process|Chapter 5]]. The files listed below not specifically defined in [[Chapter_3_-_Standard_Naming_Conventions|Chapter 3]], should use the Miscellaneous (Z) designation.
-* Alignment File(s):
-** Option 1: Can contain all the project alignments. Only one scale is allowed for this file. In SS3 all alignments must be created with Civil Geometry and utilize a geometry feature style that auto exports to the GPK. It is referenced to the corridor file(s) for use with modeling.
-** Option 2: The RID required geometry can be annotated from the COGO horizontal alignment chains using the Design and Computation Manager (DDB). These can have multiple DGN models for various scales as needed for the plans during design. When using SS3; actual Civil Geometry alignments auto exported to COGO would be stored in the corridor files or referenced from another design alignment (base) DGN file which must be submitted with the corridor files.
-* Corridor File(s) â€“ (SS3 only) Contain one Roadway model. One corridor file is needed per roadway longer than 200â€™ in length. (Not including the Approach and as specified [//{{SERVERNAME}}/images_design/c/c1/Roadway_3D_Modeling_Recommendations.pdf Roadway 3D Modeling Recommendations.pdf])
-* Superelevation File(s) â€“ (SS3 Only) Can contain all superelevation sections and lanes or can be broken out to match the corridor file limits. Typically referenced to the corridor file.
-* Civil Cell File(s)- (SS3 Only) Can contain all civil cells for an entire project, broken out by roadway, type or whatever is need to accommodate the project needs. Civil cells should not be placed in the Corridor files, the exception could be intersections when ditches are needed to flow around a quadrant and continue beyond the civil cell limits.
-* Component File(s) â€“ (SS2 Only) Contain the 3D components from Roadway Designer for the entire project or broken out by roadway.
-{{top}}
-===[[#4.1.1 Base Plan or Bridge Study Proposed 3D Model Requirements|4.1.1 Base Plan or Bridge Study Proposed 3D Model Requirements]]===
-D Models are not required at Base Plan or Bridge Study submittal.
-{{top}}
-===[[#4.1.2 Preliminary Plan Proposed 3D Model Requirements|4.1.2 Preliminary Plan Proposed 3D Model Requirements]]===
-The RID files submitted with the Preliminary Plans shall include the DGN for the alignment, base files, model files, and Cross Sections that were used to develop the Preliminary Plans.  Proposed 3D models submitted at the Preliminary Plan turn-in are expected to include the following elements if applicable to the project:
-{|
-|style="width:30%"|
-'''SS2 Elements'''
-*All roadways and roadway features including superelevation, pavement transitions and gores
-*Intersections (enough to verify slopes)
-*Driveways (enough to verify the slopes)
-*Crossovers (enough to verify the slopes)
-*Side Slopes
-*Shoulders\flares and any widening
-*Barriers\curb and gutter
-*Ditches (rough locations and slopes only)
-|style="width: 40%"|
-'''SS3 Elements'''
-*All roadways and roadway features including superelevation, pavement transitions and gores
-*Intersections (designed with Civil Cells or enough to verify the slopes)
-*Driveways (designed with Civil Cells or enough to verify the slopes)
-*Crossovers (designed with Civil Cells or enough to verify the slopes)
-*Side Slopes
-*Shoulders\flares and any widening
-*Barriers\curb and gutter
-*Ditches (rough locations and slopes only)
-|}
-All design models created with SS3 shall be submitted in the Corridor Design Stage: 3 - Review (1x).  3D models should be processed at a maximum template drop interval of 5â€™ on roadways for the entire project or maintaining the default Civil Cell settings.  In SS2 long sections of roadway (1000â€™ or greater) in both a horizontal and vertical tangent can be processed at a 25â€™ template drop interval. It is recommended that the models are processed at an interval which is a multiple of the required plotted cross sections for the best results.
-Example: If plotted cross sections at an interval of 25â€™ are desired, the model should be processed at 5â€™, 1â€™ or in long tangent areas at 25â€™.
-Models should also be processed at all critical stations including superelevation transitions, horizontal and vertical cardinal points, the beginning and ending of tapers, gore 2â€™ and 22â€™ points, the centerline of each driveway, crossovers, intersections, and any other critical area necessary to accurately represent the proposed roadway surface for review.
-:'''(The date suffix is not required at the milestones, but will be required for the final posted RID.)'''
-{{top}}
-===[[#4.1.3 OEC and Final Plan Proposed 3D Model Requirements|4.1.3 OEC and Final Plan Proposed 3D Model Requirements]]===
-OEC and Final Plan 3D model submittal requirements include all RID required for the project as noted in the [//{{SERVERNAME}}/images_design/c/c2/Project_Data_Requirements_Table.png Project Data Requirements Table.png].  Proposed 3D models will be submitted at the OEC and Final Plan turn-in and are expected to include the following elements if applicable to the project:
-{|
-|style="width: 30%"|'''SS2 Elements'''
-*All roadways and roadway features including superelevation, pavement transitions and gores
-*Pavement cross section
-*Intersections
-*Driveways (enough to verify the slopes)
-*Crossovers (enough to verify the drainage and slopes)
-*Medians\Islands (enough to verify drainage)
-*Subgrade and\or subbase surface including day lighting if applicable
-*Side Slopes
-*Shoulders\flares and wideningâ€™s
-*Retaining walls\barriers\curb and gutter
-*Ditches\Detention Basins
-*Proposed paths (not including ADA ramp facilities, paths within the radii limits at intersections or if intermittent within the project limits at intervals of less than 100â€™ in length)
-*Proposed sidewalk (not including ADA ramp facilities, sidewalk within the radii limits at intersections or if intermittent within project limits at intervals of less than 100â€™ in length)
-|style="width: 40%"|'''SS3 Elements'''
-*All roadways and roadway features including superelevation, pavement transitions and gores
-*Pavement cross section
-*Intersections
-*Driveways
-*Crossovers
-*Medians\Islands
-*Subgrade and\or subbase surface including day lighting if applicable
-*Side Slopes
-*Shoulders\flares and wideningâ€™s
-*Retaining walls\barriers\curb and gutter
-*Ditches\Detention Basins
-*Proposed paths (ADA ramp facilities within the limits of any intersection radii are only required when the appropriate MDOT Civil Cells are available)
-*Proposed sidewalk (ADA ramp facilities within the limits of the intersection radii are only required when the appropriate MDOT Civil Cells are available)
-|}
-All design models created with SS3 shall be submitted in the Corridor Design Stage: 3 - Review (1x).  3D models should be processed at a maximum template drop interval of 5â€™.  In SS2 3D models should be processed at a maximum template drop interval of 5' on roadways and 1â€™ at intersections, gores and other transitions and 25' in long sections of roadway (1000â€™ or greater) in both a horizontal and vertical tangent.  It is recommended that the models are processed at an interval which is a multiple of the required plotted cross sections for the best results.
-Models should also be processed at all critical stations including superelevation transitions, horizontal and vertical cardinal points, low points, the beginning and ending of tapers, radii, and ditches, gore 2â€™ and 22â€™ points, the centerline of each driveway, crossover and intersection and any other critical area necessary to accurately model the proposed roadway surface.
-:'''(The date suffix is not required at the milestones, but will be required for the final posted RID.)'''
-{{top}}
-==[[#4.2 3D Model Submittal Requirements|4.2 3D Model Submittal Requirements]]==
-This section outlines the 3D Model requirements.
-For an outline regarding the data that is required at each milestone turn in see [[Chapter_4_-_Developing_3D_Models#4.1_Milestone_Submittals|Section 4.1]].  The section defines when a 3D model is required and the level of detail that is required at each milestone.
-At this time MDOT is in the transition phase between Power GEOPAK SS2 and Power GEOPAK SS3.  Because of this transition we have created multiple versions of the 3D Model Submittal Preparation form.
-For an outline regarding how to prepare the 3D model for submittal using Power GEOPAK SS2 please refer to [//{{SERVERNAME}}/images_design/d/d6/3D_Model_RID_Preparation_SS2.pdf 3D Model RID Preparation SS2.pdf].  This document is an overview of how to create the required 3D model surfaces and files.
-For an outline regarding how to prepare the 3D model for submittal using Power GEOPAK SS3 please refer to [//{{SERVERNAME}}/images_design/b/b7/3D_Model_RID_Preparation_SS3.pdf 3D Model RID Preparation SS3.pdf].  This document is an overview of how to create the required 3D model surfaces and files.
-To see the 3D model surface feature list for POWER GEOPAK SS2 please refer to [//{{SERVERNAME}}/images_design/c/cc/3D_Model_Surface_Feature_List_SS2.pdf 3D Model Surface Feature List SS2.pdf] and for the 3D model surface feature list for POWERGEOPAK SS3 refer to [//{{SERVERNAME}}/images_design/d/df/3D_Model_Surface_Feature_List_SS3.pdf 3D Model Surface Feature List SS3.pdf].
-==[[#4.3 3D Modeling Recommendations|4.3 3D Modeling Recommendations]]==
+If you haven't visited the new site yet contact MDOT-EngineeringSupportTraining@michigan.gov to request access to the Development Guide.
-===Roadway===
-To assist users in the development of 3D models the [//{{SERVERNAME}}/images_design/c/c1/Roadway_3D_Modeling_Recommendations.pdf Roadway 3D Modeling Recommendations.pdf] document was created.

Difference between revisions of "Chapter 4 - Developing Electronic Data"

Latest revision as of 12:01, 24 January 2025

4.1 Milestone Submittals

Navigation menu

Search