{"text_format":"1","workbook":"xlsx","n_sheets":30,"sheets":["Start Here","Help","Project Information","Submittal Log","Alignment Names","Report Viewer","Version Notes","Design Criteria Data","Curb Ramps","Sidewalks","Curb & Gutter","Utilities","Drainage Pipes","Storm Drainage","Plan","Simple Curve","Spiral & Compound","Profile","Cross Sections","Side Slopes","Guardrail","Special Ditches","Walls","Natural Stream Design","Phases & Stages","Modeling Data","Model Revision Log","Corridors","Drainage Model","Data"],"not_rendered":{"charts":0,"images":4,"macros":1,"external_links":0,"defined_names":1,"comments":7,"pivot_tables":0},"unopened":[],"bounds":{"document_bytes":16777216,"sheet_cells":100000,"rows_first":2000,"rows_last":500,"rows_between":2000,"halvings":0,"cell_chars":16384,"cell_head_chars":4096},"cells_cut":0,"cells_raw":0,"read":"whole","date_system":"1900"}

{"sheet":"Start Here","index":0,"n_rows":0,"n_cols":0,"rows_kept":0,"cut":false,"hidden":true,"merged":[]}

{"sheet":"Help","index":1,"n_rows":63,"n_cols":1,"rows_kept":63,"cut":false,"hidden":true,"merged":[[62,0,66,13],[0,0,2,8],[12,0,16,8],[37,0,44,11]]}
["If you lose or close the menu, double-click on any table header to bring it back.  On the \"Start Here\" sheet, click on the instruction. "]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
["The data in this spreadsheet is contained in a series of tables. You can tell you are working with a table by the blue/white alternating colors. To add a row to a table, click in the table and then right-click. Use the \"Insert\" menu to add a table row. "]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
["You can copy data into a table, including multiple rows, and excel usually formats the copied data as new row of the table. Sometimes, however, it doesn't and you may see the blue/white pattern is not extended to your copied data. To fix this, click anywhere in the table and go to the \"Table Design\" tab.  Click \"Resize Table\" and then select everything that you want to be part of the table."]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
[]
["It is important that you do not change the names of the sheets or the tables, otherwise the menu buttons may not work properly. Do not delete sheets. You can resize the columns if you wish. "]

{"sheet":"Project Information","index":2,"n_rows":12,"n_cols":8,"rows_kept":12,"cut":false,"hidden":true,"merged":[[0,1,0,2],[0,6,0,7],[1,4,13,4],[11,2,13,2],[5,2,8,2],[7,6,13,7]]}
[null,"Project Information",null,null," Project Narrative",null," Survey Information"]
[null,"County:","Anderson",null,null,null,"Processed in ORD? "]
[null,"Federal Project Number:",null,null,null,null,"Software Release:","N/A"]
[null,"P.E. Number:",null,null,null,null,"Workspace Release:"]
[null,"PIN:",null,null,null,null,"Geographic Coordinate System: "]
[null,"Description:",null,null,null,null,"Datum Adjustment Factor:"]
[null,null,null,null,null,null,"Other important survey information:"]
[]
[]
[null,"Submitted By:"]
[null,"(TDOT or Consultant)"]
[null,"Comments:"]

{"sheet":"Submittal Log","index":3,"n_rows":88,"n_cols":7,"rows_kept":88,"cut":false,"hidden":true,"merged":[[1,6,2,11],[1,1,1,4],[18,1,19,4],[21,1,22,4],[10,3,11,4],[20,1,20,2],[8,1,8,2],[9,1,9,2],[10,1,10,2],[12,1,12,2],[13,1,13,2],[17,1,17,2],[7,1,7,2],[4,3,5,4],[4,2,5,2],[4,1,5,1],[47,1,48,1],[47,2,48,2],[47,3,48,4],[49,1,49,2],[50,1,50,2],[63,1,63,2],[64,1,65,4],[51,1,51,2],[52,1,52,2],[53,1,53,2],[53,3,54,4],[55,1,55,2],[56,1,56,2],[60,1,60,2],[61,1,62,4],[6,1,6,2],[88,1,89,4],[71,1,72,1],[71,2,72,2],[71,3,72,4],[73,1,73,2],[74,1,74,2],[75,1,75,2],[76,1,76,2],[77,1,77,2],[77,3,78,4],[79,1,79,2],[80,1,80,2],[84,1,84,2],[85,1,86,4],[87,1,87,2],[25,1,26,1],[25,2,26,2],[25,3,26,4],[27,1,27,2],[28,1,28,2],[29,1,29,2],[30,1,30,2],[31,1,31,2],[31,3,32,4],[33,1,33,2],[34,1,34,2],[38,1,38,2],[39,1,40,4],[41,1,41,2],[42,1,43,4]]}
[]
[null,"Submittal Log",null,null,null,null,"To add an entry in the Submittal Log, right-click the header and select \"Add Submittal\". Entries are arranged in order of submittal date, starting with the most recent. "]
[]
[null,"Deliverable/Plan Set","Submittal Date","Remarks"]
[]
[]
[null,"CADD Software"]
[null,"Software Version at the time of this deliverable"]
[null,"Have the project files been uplifted during this design stage?"]
[null,"Previous version:"]
[null,"Issues during uplift process:"]
[]
[null,"Workspace version at the time of this deliverable:"]
[null,"List any previous workspaces used:"]
[]
[]
[]
[null,"Other important Design (General) Information:"]
[]
[]
[null,"ORD/CADD Issues and Resolutions: "]
[]
[]
[]
[null,"Deliverable/Plan Set","Submittal Date","Remarks"]
[]
[]
[null,"CADD Software"]
[null,"Software Version at the time of this deliverable"]
[null,"Have the project files been uplifted during this design stage?"]
[null,"Previous version:"]
[null,"Issues during uplift process:"]
[]
[null,"Workspace version at the time of this deliverable:"]
[null,"List any previous workspaces used:"]
[]
[]
[]
[null,"Other important Design (General) Information:"]
[]
[]
[null,"ORD/CADD Issues and Resolutions: "]
[]
[]
[]
[]
[null,"Deliverable/Plan Set","Submittal Date","Remarks"]
[]
[]
[null,"CADD Software"]
[null,"Software Version at the time of this deliverable"]
[null,"Have the project files been uplifted during this design stage?"]
[null,"Previous version:"]
[null,"Issues during uplift process:"]
[]
[null,"Workspace version at the time of this deliverable:"]
[null,"List any previous workspaces used:"]
[]
[]
[]
[null,"Other important Design (General) Information:"]
[]
[]
[null,"ORD/CADD Issues and Resolutions: "]
[]
[]
[]
[]
[]
[]
[null,"Deliverable/Plan Set","Submittal Date","Remarks"]
[]
[]
[null,"CADD Software"]
[null,"Software Version at the time of this deliverable"]
[null,"Have the project files been uplifted during this design stage?"]
[null,"Previous version:"]
[null,"Issues during uplift process:"]
[]
[null,"Workspace version at the time of this deliverable:"]
[null,"List any previous workspaces used:"]
[]
[]
[]
[null,"Other important Design (General) Information:"]
[]
[]
[null,"ORD/CADD Issues and Resolutions: "]

{"sheet":"Alignment Names","index":4,"n_rows":8,"n_cols":14,"rows_kept":8,"cut":false,"hidden":true,"merged":[[0,1,0,11],[1,13,6,14],[7,13,15,14]]}
[null,"Alignments"]
[null,"Alignment Name","Alignment Type","Curb Ramps & Sidewalk","Curb & Gutter","Utilities","Drainage Pipes","Storm Drainage","Guardrail","Special Ditches","Retainaing or Noise Wall","Natural Stream Design",null,"For each alignment, select \"Yes\" for the tables you will need, otherwise select \"No\". You can change your selection at any time. You will only see the tables that are required for all alignments or are set to \"yes\" in this table. "]
[null,"Bryan","Side Road","Yes","No","No","No","No","No","No","No","No"]
[null,"Double S","Side Road","No","No","No","No","No","No","No","No","No"]
[null,"Sr-30","Mainline","Yes","Yes","Yes","Yes","Yes","Yes","Yes","Yes","Yes"]
[]
[]
[null,null,null,null,null,null,null,null,null,null,null,null,null,"If you change the name of an alignment, it will not automatically change the name in all the tables. You will have to find every reference to the old name in each table and select the new name from the drop-down. It's better to not change the alignment names if you can avoid it. "]

{"sheet":"Report Viewer","index":5,"n_rows":54,"n_cols":16,"rows_kept":54,"cut":false,"hidden":false,"merged":[[47,3,47,15],[52,3,52,9],[42,3,42,12],[22,3,22,8],[32,3,32,7],[8,3,8,11],[15,3,15,8],[27,3,27,8],[37,3,37,7],[0,5,0,7],[1,3,1,11]]}
[null,null,null,"Double S"]
[null,null,null,"Design Criteria"]
[null,null,null,"From","To","Roadway Classification","Other Classification","Secondary Roadway Classification","Other Secondary","Average Daily Traffic (ADT)","Posted Speed (mph)","Design Speed (mph)"]
[null,null,null,123,324,"Collector",null,"Urban Core",null,33,4,6]
[null,null,null,651,965,"Freeway"]
[]
[]
[]
[null,null,null,"Design Criteria"]
[null,null,null,"Terrain","TDOT Typical Section Used","Lane Width (ft)","Shoulder Width (ft)","Minimum  Horizontal Curve Radius (ft)","Maximum Superelevation Rate (%)","Minimum Degree of Vertical Curvature (“K”) - Sag","Minimum Degree of Vertical Curvature (“K”) - Crest","Maximum Grade (%)"]
[null,null,null,"Mountanous"]
[null,null,null,"Rolling"]
[]
[]
[]
[null,null,null,"Design Criteria"]
[null,null,null,"Minimum Stopping Sight Distance (ft)","Cross Slope (%)","Vertical Clearnce (ft)","Design Loading Structural Capacity","Design Vehicle","Design Exception or Waiver Required"]
[null,null,null,null,null,null,6,6,"No"]
[null,null,null,null,null,null,null,null,"Yes"]
[]
[]
[]
[null,null,null,"Plan"]
[null,null,null,"Alignment","TDOT Template Drop Used","From","To","Lane Width (ft)","Shoulder Width (ft)"]
[]
[]
[]
[null,null,null,"Simple Curve"]
[null,null,null,"Alignment","Curve","Radius (ft)","Length (ft)","Superelevation Rate (%)","Transition Length (ft)"]
[]
[]
[]
[null,null,null,"Spiral & Compound"]
[null,null,null,"Alignment","Spiral Curve","Superelevation Rate (%)","Transition Length (ft) ","Transition Offset (ft)"]
[]
[]
[]
[null,null,null,"Spiral & Compound"]
[null,null,null,"Alignment","Compound Curve","Ratio","Superelevation Rate (%)","Transition Length (ft)"]
[]
[]
[]
[null,null,null,"Profile"]
[null,null,null,"Alignment","Active Profile Name","Minimum Grade (%)","Maximum Grade (%)","Minimum Vertical Clearance (ft)","Mimimum K (Sag)","Mimimum K (Crest)","Maximum K (Sag)","Maximum K (Crest)","Minimum Stopping Sight Distance (ft)"]
[]
[]
[]
[null,null,null,"Cross Sections"]
[null,null,null,"Alignment","Normal Crown Cross-Slopes (%)","Rollover transitions meet TDOT Standards?","If not, describe reason","Shoulder Cross-Slope (%)","Pavement Thickness (in)","Aggregate Thickness (in)","Fill Slope (%)","Cut Slope (%)","Backslope (%)","General Slope Table Case","Large cut/fill heights?","Guardrail?"]
[]
[]
[]
[null,null,null,"Side Slopes"]
[null,null,null,"Alignment","From","To","Cut/Fill Height Range (ft-ft)","Fill Slope (%)","Cut Slope (%)","Backslope (%)"]

{"sheet":"Version Notes","index":6,"n_rows":3,"n_cols":3,"rows_kept":3,"cut":false,"hidden":true,"merged":[]}
["Version","Date","Notes"]
[1,"2025-09-02","Original Excel Version"]
[1.1000000000000001,"2025-09-18","Fixed shift to the left in Report Viewer, and added loop so that multiple desig critera rows can be shown per alignment. Also, added double-click in top Design Criteria header to retrieve menu"]

{"sheet":"Design Criteria Data","index":7,"n_rows":5,"n_cols":26,"rows_kept":5,"cut":false,"hidden":true,"merged":[[0,1,0,12],[0,13,0,25]]}
[null," DESIGN CRITERIA TABLE",null,null,null,null,null,null,null,null,null,null,null," DESIGN CRITERIA TABLE"]
[null,"Alignment","From","To","Roadway Classification","Other Classification","Secondary Roadway Classification","Other Secondary","Average Daily Traffic (ADT)","Posted Speed (mph)","Design Speed (mph)","Terrain","TDOT Typical Section Used","Lane Width (ft)","Shoulder Width (ft)","Minimum  Horizontal Curve Radius (ft)","Maximum Superelevation Rate (%)","Minimum Degree of Vertical Curvature (“K”) - Sag","Minimum Degree of Vertical Curvature (“K”) - Crest","Maximum Grade (%): ","Minimum Stopping Sight Distance (ft)","Cross Slope (%)","Vertical Clearnce (ft)","Design Loading Structural Capacity","Design Vehicle","Design Exception or Waiver Required?"]
[null,"Bryan",123,456,"Collector"]
[null,"Double S",123,324,"Collector",null,"Urban Core",null,33,4,6,"Mountanous",null,null,null,null,null,null,null,null,null,null,null,6,6,"No"]
[null,"Double S",651,965,"Freeway",null,null,null,null,null,null,"Rolling",null,null,null,null,null,null,null,null,null,null,null,null,null,"Yes"]

{"sheet":"Curb Ramps","index":8,"n_rows":2,"n_cols":11,"rows_kept":2,"cut":false,"hidden":true,"merged":[[0,1,0,8],[1,10,4,11]]}
[null,"Curb Ramps"]
[null,"Alignment","Side","Description of Pedestrian Mobility within Project Limits","Standard Drawing References","Are there any midblock crossings present? ","Midblock Crossing Station","Reason for midblock crossing:","Standard Drawing References for midblock Crossing",null,"Curb ramps are placed as Civil Cells in ORD , and each curb ramp Civil Cell is named based on the Standard Drawing it follows. It may be helpful to verify the curb ramps used by reviewing the ORD Explorer >> OpenRoads Model >> Civil Cells drop-down."]

{"sheet":"Sidewalks","index":9,"n_rows":2,"n_cols":9,"rows_kept":2,"cut":false,"hidden":true,"merged":[[0,2,0,8]]}
[null,null,"Sidewalks"]
[null,null,"Alignment","From","To","Side","Sidewalk Cross Slope (%)","Sidewalk Width (ft)","Standard Drawing References"]

{"sheet":"Curb & Gutter","index":10,"n_rows":2,"n_cols":13,"rows_kept":2,"cut":false,"hidden":true,"merged":[[0,2,0,9]]}
[null,null,"Curb & Gutter"]
[null,null,"Alignment","From","To","Side","Type of Curb Ramp","Curb and Gutter Dimensions Used","Backslope (%)","Longitudinal Slope (%) ","Standard Drawing References",null,"Curb and Gutter sections are most likely placed as part of a roadway template drop. It may be helpful to verify the components of the template drops by reviewing the ORD Explorer >> OpenRoads Model >> Corridors drop-down. By reviewing the properties, you can see the applied station range, or you can open the Edit Template Drop tool to review components."]

{"sheet":"Utilities","index":11,"n_rows":2,"n_cols":10,"rows_kept":2,"cut":false,"hidden":true,"merged":[[1,9,1,11],[0,2,0,7]]}
[null,null,"Utilities"]
[null,null,"Alignment","Utility Type","Utility Owner","Minimum Utility Depth (ft)","Maximum Utility Depth (ft)","Standard Drawing References",null,"Information for this table can be found by reviewing the Utility Owner information and Utility Model deliverable provided by Survey."]

{"sheet":"Drainage Pipes","index":12,"n_rows":2,"n_cols":11,"rows_kept":2,"cut":false,"hidden":true,"merged":[[1,10,3,12],[0,2,0,8]]}
[null,null,"Drainage Pipes"]
[null,null,"Alignment","Side","Proposed Drainage Pipe Sizes (in) and Types","Minimum Pipe Size (in) and Type","Maximum Pipe Size (in) and Type","Minimum Slope Used (%)","Maximum Slope Used (%)",null,"It may be helpful to verify the information for this table by reviewing the ORD Explorer >> Drainage and Utilities Model drop-down or Flex Tables that have been run. This information should be contained within the PRJ NAME-DES-Drainage-Hydraulic Model file."]

{"sheet":"Storm Drainage","index":13,"n_rows":2,"n_cols":14,"rows_kept":2,"cut":false,"hidden":true,"merged":[[1,13,6,14],[0,2,0,11]]}
[null,null,"Storm Drainage"]
[null,null,"Alignment","Side","Proposed Catch Basin Sizes","Minimum Pipe Size (in) and Type","Maximum Pipe Size (in) and Type","Minimum Slope (%): ","Maximum Slope (%): ","Maximum Velocity (fps): ","Minimum Depth of Catch Basin (ft): ","Standard Drawings Reference",null,"It may be helpful to verify the information below by reviewing the ORD Explorer >> Drainage and Utilities Model drop-down or Flex Tables that have been run. This information should be contained within the PRJ NAME-DES-Drainage-Hydraulic Model file, if following the TDOT ORD File Naming Convention Standards  document."]

{"sheet":"Plan","index":14,"n_rows":2,"n_cols":9,"rows_kept":2,"cut":false,"hidden":true,"merged":[[1,8,3,11],[0,1,0,6]]}
[null,"Design Information: Plan"]
[null,"Alignment","TDOT Template Drop Used","From","To","Lane Width (ft)","Shoulder Width (ft)",null,"It may be helpful to verify the components of the template drops by reviewing the ORD Explorer >> OpenRoads Model >> Corridors drop-down. By reviewing the properties, you can see the applied station range, or you can open the Edit Template Drop tool to review components."]

{"sheet":"Simple Curve","index":15,"n_rows":2,"n_cols":9,"rows_kept":2,"cut":false,"hidden":true,"merged":[[0,1,0,6],[1,8,5,11]]}
[null,"Simple Curves"]
[null,"Alignment","Curve","Radius (ft)","Length (ft)","Superelevation Rate (%)","Transition Length (ft)",null,"It may be helpful to verify the horizontal curve data by reviewing the Horizontal Geometry Report (OpenRoads Modeling Workflow >> Home >> Model Analysis and Reporting >> Reports). However, this will not provide the superelevation rate or transition length applied to the model. You can use the Superelevation Report to review this information."]

{"sheet":"Spiral & Compound","index":16,"n_rows":2,"n_cols":12,"rows_kept":2,"cut":false,"hidden":true,"merged":[[0,1,0,5],[0,7,0,11]]}
[null,"Spiral Curves",null,null,null,null,null,"Compound Curves"]
[null,"Alignment","Spiral Curve","Superelevation Rate (%)","Transition Length (ft) ","Transition Offset (ft)",null,"Alignment","Compound Curve","Ratio","Superelevation Rate (%)","Transition Length (ft)"]

{"sheet":"Profile","index":17,"n_rows":2,"n_cols":13,"rows_kept":2,"cut":false,"hidden":true,"merged":[[0,1,0,10],[1,12,3,14]]}
[null,"Profiles"]
[null,"Alignment","Active Profile Name","Minimum Grade (%)","Maximum Grade (%)","Minimum Vertical Clearance (ft)","Mimimum K (Sag)","Mimimum K (Crest)","Maximum K (Sag)","Maximum K (Crest)","Minimum Stopping Sight Distance (ft)",null,"It may be helpful to verify the profile data by reviewing the Profile Report (OpenRoads Modeling Workflow >> Home >> Model Analysis and Reporting >> Reports)."]

{"sheet":"Cross Sections","index":18,"n_rows":2,"n_cols":14,"rows_kept":2,"cut":false,"hidden":true,"merged":[[0,1,0,13]]}
[null,"Cross Sections"]
[null,"Alignment","Normal Crown Cross-Slopes (%)","Rollover transitions meet TDOT Standards?","If not, describe reason","Shoulder Cross-Slope (%)","Pavement Thickness (in)","Aggregate Thickness (in)","Fill Slope (%)","Cut Slope (%)","Backslope (%)","General Slope Table Case","Large cut/fill heights?","Guardrail?"]

{"sheet":"Side Slopes","index":19,"n_rows":2,"n_cols":10,"rows_kept":2,"cut":false,"hidden":true,"merged":[[0,1,0,7],[0,9,2,13]]}
[null,"Side Slopes",null,null,null,null,null,null,null,"Currently, the best way to review side slope transitions is to review the Dynamic Cross-Sections (OpenRoads Modeling Workflow >> Corridors >> Review >> Dynamic Cross-Sections >> Open Cross Section View) and select the corridor."]
[null,"Alignment","From","To","Cut/Fill Height Range (ft-ft)","Fill Slope (%)","Cut Slope (%)","Backslope (%)"]

{"sheet":"Guardrail","index":20,"n_rows":2,"n_cols":14,"rows_kept":2,"cut":false,"hidden":true,"merged":[[0,1,0,9],[0,12,0,13]]}
[null,"Guardrail & Cable Barrier",null,null,null,null,null,null,null,null,null,null,"Gore Areas"]
[null,"Alignment","From","To","Side","Roadside Hazard being protected","End Treatments","Length of Need (ft) Nearside","Length of Need (ft) Farside","Standard Drawing References",null,null,"Are there gore areas within the project limits","If yes, cross-slope (%)"]

{"sheet":"Special Ditches","index":21,"n_rows":2,"n_cols":18,"rows_kept":2,"cut":false,"hidden":true,"merged":[[0,1,0,9],[0,12,0,15],[6,17,6,21],[0,17,5,22]]}
[null,"Special Ditches",null,null,null,null,null,null,null,null,null,null,"Transverse Slopes",null,null,null,null,"The method used to incorporate special ditches into the ORD Model will determine how to review the components. For the most part, special ditches should be reviewable within the Explorer >> OpenRoads Model >> Corridor and fall under Point Controls, End Condition Exceptions, or Parametric Constraints. How special ditches are incorporated into the ORD Model should be specified in the Modeling Information (Section 2.3) of this roadway."]
[null,"Alignment","From","To","Shape","Fill Slope (%)","Cut Slope (%)","Backslope (%)","Ditch Width (ft)","Longitudinal Slope (%)",null,null,"Alignment ","From","To","Slope (%)"]

{"sheet":"Walls","index":22,"n_rows":2,"n_cols":20,"rows_kept":2,"cut":false,"hidden":true,"merged":[[0,1,0,8],[0,10,0,17],[1,19,7,21]]}
[null,"Retaining Walls",null,null,null,null,null,null,null,null,"Noise Walls"]
[null,"Alignment","From","To","Side","Minimum Height (ft)","Maximum Height (ft)","Type","Standard Drawing References",null,"Alignment","From","To","Side","Height (ft)","Width (ft)","Type","Standard Drawing References",null,"Retaining and noise walls will most likely be applied to the model by using an End Condition Exception. You can review this information within the Explorer >> OpenRoads Model >> Corridor >> End Condition Exceptions."]

{"sheet":"Natural Stream Design","index":23,"n_rows":2,"n_cols":13,"rows_kept":2,"cut":false,"hidden":true,"merged":[[0,1,0,10],[0,12,4,16]]}
[null,"Natural Stream Design",null,null,null,null,null,null,null,null,null,null,"Natural stream designs will most likely be applied to the model by creating a natural stream alignment and profile, then applying a stream corridor and associated template drop. It may be helpful to verify the components of the template drops by reviewing the ORD Explorer >> OpenRoads Model >> Corridors drop-down.      NOTE: Attach any design requirements from TDOT Environmental Division."]
[null,"Stream Alignment Name","From (Roadway Sta.)","To (Roadway Sta.)","Fille Slope (%)","Cut Slope (%)","Backslope (%)","Channel Width (ft)","Longitudinal Slope (%)","Reasoning for Need","Standard Drawing References"]

{"sheet":"Phases & Stages","index":24,"n_rows":2,"n_cols":9,"rows_kept":2,"cut":false,"hidden":true,"merged":[[0,1,0,2],[0,4,0,5],[0,7,0,8]]}
[null,"EPSC",null,null,"Traffic Design",null,null,"Traffic Maintence"]
[null,"Narrative Description of EPSC Phases","Standard Drawing References",null,"Narrative Description of Traffic Control Stages","Standard Drawing References",null,"Narrative Description of Maintence","Standard Drawing References"]

{"sheet":"Modeling Data","index":25,"n_rows":2,"n_cols":7,"rows_kept":2,"cut":false,"hidden":true,"merged":[[0,1,0,6]]}
[null,"Modeling Information"]
[null,"Alignment","Profile Name","Existing Terrain","Proposed Terrain","Project ITL File","Modeling Narrative"]

{"sheet":"Model Revision Log","index":26,"n_rows":2,"n_cols":7,"rows_kept":2,"cut":false,"hidden":true,"merged":[[0,1,0,3],[0,6,0,7],[1,6,5,7]]}
[null,"Model Revison Log",null,null,null,null,"Project Customizations"]
[null,"Previous Deliverable/ Plan Set Submitted:","Submittal at Time of Major Revision: ","Major Revision Description: "]

{"sheet":"Corridors","index":27,"n_rows":2,"n_cols":15,"rows_kept":2,"cut":false,"hidden":true,"merged":[[1,14,4,16],[0,1,0,5],[0,6,0,12]]}
[null,"Corridor Template Drops",null,null,null,null,"Corridor Controls"]
[null,"Alignment","From","To","Template Drop","Description","End Condition Exception","Key Stations","Secondary Alignment","Parametric Constraint","Curve Widening","Point Control","Other",null,"It may be helpful to verify the following Corridor Edits by reviewing the ORD Explorer >> OpenRoads Model >> Corridors drop-down and selecting the applicable corridor editing tool."]

{"sheet":"Drainage Model","index":28,"n_rows":10,"n_cols":5,"rows_kept":10,"cut":false,"hidden":true,"merged":[[1,3,1,4],[2,3,6,4],[8,1,8,4],[2,2,6,2]]}
[]
[null,null,"Extended Terrain Name","Existing Drainage Network Description"]
[]
[]
[]
[]
[]
[]
[null,"Drainage Modeling Information"]
[null,"Outfall Name","Drainage Elements Used","Velocity Control","Modeling Notes"]

{"sheet":"Data","index":29,"n_rows":96,"n_cols":23,"rows_kept":96,"cut":false,"hidden":true,"merged":[]}
["Counties",null,"ORD Versions",null,"Workspace Versions",null,"CADD Software",null,"Classification",null,"Secondary",null,"Terrain",null,"Y/N",null,"Alignment Type",null,"General Slope Table",null,"Special Ditch Shape",null,"Side"]
["Anderson",null,"N/A",null,"N/A",null,"MicroStation/GEOPAK",null,"Freeway",null,"Urban",null,"Level",null,"Yes",null,"Mainline",null,"Case I",null,"V-Ditch",null,"Left"]
["Bedford",null,10.09,null,"09.02.2025 (23.00.01.11)",null,"OpenRoads Designer",null,"Arterial",null,"Rural",null,"Rolling",null,"No",null,"Side Road",null,"Case II",null,"Trapazoidal",null,"Right"]
["Benton",null,"10.10",null,"11.22.2024 (23.00.01.11)",null,null,null,"Collector",null,"Rural Town",null,"Mountanous",null,null,null,null,null,null,null,null,null,"Median"]
["Bledsoe",null,10.11,null,"08.27.2024 (10.12.03.02)",null,null,null,"Local",null,"Urban Core",null,null,null,null,null,null,null,null,null,null,null,"Cross"]
["Blount",null,10.119999999999999,null,"12.21.2023 (10.12.02.04)",null,null,null,"Other",null,"Other"]
["Bradley",null,2023,null,"07.24.2023 (10.11.00.115)"]
["Campbell",null,2024,null,"10.14.2022 (10.10.21.04)"]
["Cannon",null,2025,null,"Other"]
["Carroll",null,2026]
["Carter"]
["Cheatham"]
["Chester"]
["Claiborne"]
["Clay"]
["Cocke"]
["Coffee"]
["Crockett"]
["Cumberland"]
["Davidson"]
["Decatur"]
["DeKalb"]
["Dickson"]
["Dyer"]
["Fayette"]
["Fentress"]
["Franklin"]
["Gibson"]
["Giles"]
["Grainger"]
["Greene"]
["Grundy"]
["Hamblen"]
["Hamilton"]
["Hancock"]
["Hardeman"]
["Hardin"]
["Hawkins"]
["Haywood"]
["Henderson"]
["Henry"]
["Hickman"]
["Houston"]
["Humphreys"]
["Jackson"]
["Jefferson"]
["Johnson"]
["Knox"]
["Lake"]
["Lauderdale"]
["Lawrence"]
["Lewis"]
["Lincoln"]
["Loudon"]
["McMinn"]
["McNairy"]
["Macon"]
["Madison"]
["Marion"]
["Marshall"]
["Maury"]
["Meigs"]
["Monroe"]
["Montgomery"]
["Moore"]
["Morgan"]
["Obion"]
["Overton"]
["Perry"]
["Pickett"]
["Polk"]
["Putnam"]
["Rhea"]
["Roane"]
["Robertson"]
["Rutherford"]
["Scott"]
["Sequatchie"]
["Sevier"]
["Shelby"]
["Smith"]
["Stewart"]
["Sullivan"]
["Sumner"]
["Tipton"]
["Trousdale"]
["Unicoi"]
["Union"]
["Van Buren"]
["Warren"]
["Washington"]
["Wayne"]
["Weakley"]
["White"]
["Williamson"]
["Wilson"]