CADD Engineering Standards - Ohio Department of Transportation

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$Page 1 of 8 Traffic Survey Report 12/29/2006 file://X:\TC\Traffic ...$

Appendix A – CADD Information Table Revised January 20, 2012 By Level Attributes DR_X_Cells (cont’d) Level Name Description CELLS PLACED ON LEVEL DR_X_Cells (cont’d): Color Style DR – DRAINAGE – EXISTING (cont’d): Weight Transparency Priority Cell Name Cell Library Name Pavement Inlet No. 2A, 08' - - - 0 -100 I2A8-X ODOT_Drainage.cel P Pavement Inlet No. 2A, 10' - - - 0 -100 I2A10-X ODOT_Drainage.cel P Pavement Inlet No. 2A, 12' - - - 0 -100 I2A12-X ODOT_Drainage.cel P Pavement Inlet No. 2A, 14' - - - 0 -100 I2A14-X ODOT_Drainage.cel P Pavement Inlet No. 2A, 16' - - - 0 -100 I2A16-X ODOT_Drainage.cel P Pavement Inlet No. 2A, 18' - - - 0 -100 I2A18-X ODOT_Drainage.cel P Pavement Inlet No. 2A, 20' - - - 0 -100 I2A20-X ODOT_Drainage.cel P Jersey Barrier, Median Inlets 3A and 3A50 Jersey Barrier, Median Inlets 3B and 3B50 Jersey Barrier, Median Inlets 3C and 3C50 Jersey Barrier, Median Inlets 3D and 3D50 Single Slope Barrier, Median Inlet 915-2 Types A, A1, B and B1 Single Slope Barrier, Median Inlet 915 Types A, A1, B and B1 Single Slope Barrier, Median Inlet 915 Type C Single Slope Barrier, Median Inlet 915 Type C1 - - - 0 -100 I3A-JS-X ODOT_Drainage.cel P - - - 0 -100 I3B-JS-X ODOT_Drainage.cel P - - - 0 -100 I3C-JS-X ODOT_Drainage.cel P - - - 0 -100 I3D-JS-X ODOT_Drainage.cel P - - - 0 -100 I915-2-X ODOT_Drainage.cel P - - - 0 -100 I915-X ODOT_Drainage.cel P - - - 0 -100 I915C-X ODOT_Drainage.cel P - - - 0 -100 I915C1-X ODOT_Drainage.cel P Inspection Well - - - 0 -100 IW-X ODOT_Drainage.cel P Storm Manhole No. 1 - - - 0 -100 MH1D-X ODOT_Drainage.cel P Storm Manhole No. 3, 048" Diameter - - - 0 -100 MH3-48D-X ODOT_Drainage.cel P Storm Manhole No. 3, 060" Diameter - - - 0 -100 MH3-60D-X ODOT_Drainage.cel P Storm Manhole No. 3, 072" Diameter - - - 0 -100 MH3-72D-X ODOT_Drainage.cel P Storm Manhole No. 3, 084" Diameter - - - 0 -100 MH3-84D-X ODOT_Drainage.cel P Storm Manhole No. 3, 090" Diameter - - - 0 -100 MH3-90D-X ODOT_Drainage.cel P C = Cosmetic P = Physical Levels Do Not Plot NOTE: * Indicates Not By Level Page 17 of 108
Appendix A – CADD Information Table Revised January 20, 2012 By Level Attributes DR_X_Cells (cont’d) Level Name Description CELLS PLACED ON LEVEL DR_X_Cells (cont’d): Color Style DR – DRAINAGE – EXISTING (cont’d): Weight Transparency Priority Cell Name Cell Library Name Storm Manhole No. 3, 096" Diameter - - - 0 -100 MH3-96D-X ODOT_Drainage.cel P Storm Manhole No. 3, 108" Diameter - - - 0 -100 MH3-108D-X ODOT_Drainage.cel P Storm Manhole No. 4, 072" Diameter - - - 0 -100 MH4-72D-X ODOT_Drainage.cel P Storm Manhole No. 4, 078" Diameter - - - 0 -100 MH4-78D-X ODOT_Drainage.cel P Storm Manhole No. 4, 084" Diameter - - - 0 -100 MH4-84D-X ODOT_Drainage.cel P Storm Manhole No. 4, 090" Diameter - - - 0 -100 MH4-90D-X ODOT_Drainage.cel P Storm Manhole No. 4, 096" Diameter - - - 0 -100 MH4-96D-X ODOT_Drainage.cel P Storm Manhole No. 4, 102" Diameter - - - 0 -100 MH4-102D-X ODOT_Drainage.cel P Storm Manhole No. 4, 108" Diameter - - - 0 -100 MH4-108D-X ODOT_Drainage.cel P Storm Manhole No. 4, 114" Diameter - - - 0 -100 MH4-114D-X ODOT_Drainage.cel P Storm Manhole No. 4, 120" Diameter - - - 0 -100 MH4-120D-X ODOT_Drainage.cel P Storm Manhole No. 4, 126" Diameter - - - 0 -100 MH4-126D-X ODOT_Drainage.cel P Storm Manhole No. 4, 132" Diameter - - - 0 -100 MH4-132D-X ODOT_Drainage.cel P Storm Manhole No. 4, 144" Diameter - - - 0 -100 MH4-144D-X ODOT_Drainage.cel P Generic Outlet - - - 0 -100 Outlet-X ODOT_Drainage.cel P Side Ditch Inlet - - - 0 -100 SDI1-X ODOT_Drainage.cel P Sewer Pump Station - - - 0 -100 SPMP-X ODOT_Drainage.cel P DR_X_Culvert Drainage Culvert 7 1 0 0 -100 DR_X_Ditch Ditch Line 11 stream 0 0 -100 C DR_X_Drainage_Area Drainage Area Outline 23 0 1 0 -100 DR_X_Drive_Pipe Drive Pipe 17 5 0 0 -100 DR_X_Elev_Flow Flow elevation from Survey 17 0 0 0 -100 DR_X_Elev_Inlet Inlet elevation from Survey 17 0 0 0 -100 C = Cosmetic P = Physical Levels Do Not Plot NOTE: * Indicates Not By Level Page 18 of 108
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Ohio Department of Transportation C
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Table of Contents January 18, 2013
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January 18, 2013 307 GEOPAK Project
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100 GENERAL 101 Introduction Januar
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200 CADD STANDARDS 201 Installation
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Alternate Configuration Files There
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202.3 ByLevel Considerations Januar
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Bridge General Gen - SV Bridge Pres
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202.5 Priority and Transparency Jan
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January 18, 2013 You do not need to
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Transparency January 18, 2013 Trans
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January 18, 2013 The Transparency v
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204.2 Types of Line Styles ODOT CAD
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January 18, 2013 The following deta
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GEOPAK Placement (Existing and Prop
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Survey Processing (Existing Basemap
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January 18, 2013 When attaching Ref
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Bridge Design Files: January 18, 20
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206.3 Cell Libraries January 18, 20
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ODOT CADD Standards contain two (2)
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January 18, 2013 The following proc
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January 18, 2013 The following opti
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Survey Processing (Existing Basemap
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January 18, 2013 Changing the Annot
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207.2 Text Size January 18, 2013 St
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January 18, 2013 Selecting a Text S
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January 18, 2013 In order to apply
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208 Seed Files 208.1 General Januar
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211 Working Units 211.1 General Jan
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214 GEOPAK Criteria Files 214.1 Gen
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300 FILE MANAGEMENT 301 General 301
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January 18, 2013 Figure 302-1 Minor
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January 18, 2013 Figure 302-3 Proje
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January 18, 2013 Figure 302-9 Struc
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303 References 303.1 General Januar
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303.2.1 Types of Models January 18,
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303.2.3 Model Properties January 18
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303.2.4 Referencing Models January
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January 18, 2013 Final plan sheets
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304.3 File Name Format January 18,
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Supplemental Description Examples:
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Appendix A - CADD Information Table
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Appendix E - Electronic Submission
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APPENDIX F - Level Scale Factors Re
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CADD Engineering Standards - Ohio Department of Transportation

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