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

Latest revision as of 13:04, 24 April 2024

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. New Development Guide

If you haven't visited the new site yet, click the link, then click Request Access. You will be added to the Sharepoint Visitors group, and will receive an email with a link to the Development Guide. If you still have access issues, contact MDOT-EngineeringSupportTraining@michigan.gov

@@ 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]] for the required documents at each Milestone Submittal.
+The Development Guide has moved to a Sharepoint site. [https://stateofmichigan.sharepoint.com/sites/MDOT-SPC-DevelopmentGuide/ New Development Guide]
-===[[#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: 50%"|
-'''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: 40%"|
-'''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].
+If you haven't visited the new site yet, click the link, then click Request Access. You will be added to the Sharepoint Visitors group, and will receive an email with a link to the Development Guide. If you still have access issues, contact MDOT-EngineeringSupportTraining@michigan.gov

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

Latest revision as of 13:04, 24 April 2024

4.1 Milestone Submittals

Navigation menu

Search