CADD Engineering Standards - Ohio Department of Transportation

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Appendix A – CADD Information Table Revised January 20, 2012 By Level Attributes DR_P_Cells (cont’d) Level Name Description CELLS PLACED ON LEVEL DR_P_Cells (cont’d): Storm Manhole No. 2 for 108" Pipe depth 25'-40' Storm Manhole No. 2 for 108" Pipe depth 40'-55', Adjusted Storm Manhole No. 2 for 108" Pipe depth 40'-55' Storm Manhole No. 2 for 114" Pipe depth 25'-40', Adjusted Storm Manhole No. 2 for 114" Pipe depth 25'-40' Storm Manhole No. 2 for 114" Pipe depth 40'-55', Adjusted Storm Manhole No. 2 for 114" Pipe depth 40'-55' Storm Manhole No. 2 for 120" Pipe depth 25'-40', Adjusted Storm Manhole No. 2 for 120" Pipe depth 25'-40' Storm Manhole No. 2 for 120" Pipe depth 40'-55', Adjusted Storm Manhole No. 2 for 120" Pipe depth 40'-55' Storm Manhole No. 3, 048" Diameter, Adjusted Color Style DR – DRAINAGE – PROPOSED (cont’d): Weight Transparency Priority Cell Name Cell Library Name - - - 0 100 MH2-108D-25'-40'-P ODOT_Drainage.cel P - - - 0 100 MH2-108D-40'-55'-A ODOT_Drainage.cel P - - - 0 100 MH2-108D-40'-55'-P ODOT_Drainage.cel P - - - 0 100 MH2-114D-25'-40'-A ODOT_Drainage.cel P - - - 0 100 MH2-114D-25'-40'-P ODOT_Drainage.cel P - - - 0 100 MH2-114D-40'-55'-A ODOT_Drainage.cel P - - - 0 100 MH2-114D-40'-55'-P ODOT_Drainage.cel P - - - 0 100 MH2-120D-25'-40'-A ODOT_Drainage.cel P - - - 0 100 MH2-120D-25'-40'-P ODOT_Drainage.cel P - - - 0 100 MH2-120D-40'-55'-A ODOT_Drainage.cel P - - - 0 100 MH2-120D-40'-55'-P ODOT_Drainage.cel P - - - 0 100 MH3-48D-A ODOT_Drainage.cel P Storm Manhole No. 3, 048" Diameter - - - 0 100 MH3-48D-P ODOT_Drainage.cel P Storm Manhole No. 3, 060" Diameter, Adjusted - - - 0 100 MH3-60D-A ODOT_Drainage.cel P Storm Manhole No. 3, 060" Diameter - - - 0 100 MH3-60D-P ODOT_Drainage.cel P Storm Manhole No. 3, 072" Diameter, Adjusted - - - 0 100 MH3-72D-A ODOT_Drainage.cel P Storm Manhole No. 3, 072" Diameter - - - 0 100 MH3-72D-P ODOT_Drainage.cel P Storm Manhole No. 3, 084" Diameter, Adjusted - - - 0 100 MH3-84D-A ODOT_Drainage.cel P C = Cosmetic P = Physical Levels Do Not Plot NOTE: * Indicates Not By Level Page 37 of 108
Appendix A – CADD Information Table Revised January 20, 2012 By Level Attributes DR_P_Cells (cont’d) Level Name Description CELLS PLACED ON LEVEL DR_P_Cells (cont’d): Color Style DR – DRAINAGE – PROPOSED (cont’d): Weight Transparency Priority Cell Name Cell Library Name Storm Manhole No. 3, 084" Diameter - - - 0 100 MH3-84D-P ODOT_Drainage.cel P Storm Manhole No. 3, 090" Diameter, Adjusted - - - 0 100 MH3-90D-A ODOT_Drainage.cel P Storm Manhole No. 3, 090" Diameter - - - 0 100 MH3-90D-P ODOT_Drainage.cel P Storm Manhole No. 3, 096" Diameter, Adjusted - - - 0 100 MH3-96D-A ODOT_Drainage.cel P Storm Manhole No. 3, 096" Diameter - - - 0 100 MH3-96D-P ODOT_Drainage.cel P Storm Manhole No. 3, 108" Diameter, Adjusted - - - 0 100 MH3-108D-A ODOT_Drainage.cel P Storm Manhole No. 3, 108" Diameter - - - 0 100 MH3-108D-P ODOT_Drainage.cel P Storm Manhole No. 4, 072" Diameter, Adjusted - - - 0 100 MH4-72D-A ODOT_Drainage.cel P Storm Manhole No. 4, 072" Diameter - - - 0 100 MH4-72D-P ODOT_Drainage.cel P Storm Manhole No. 4, 078" Diameter, Adjusted - - - 0 100 MH4-78D-A ODOT_Drainage.cel P Storm Manhole No. 4, 078" Diameter - - - 0 100 MH4-78D-P ODOT_Drainage.cel P Storm Manhole No. 4, 084" Diameter, Adjusted - - - 0 100 MH4-84D-A ODOT_Drainage.cel P Storm Manhole No. 4, 084" Diameter - - - 0 100 MH4-84D-P ODOT_Drainage.cel P Storm Manhole No. 4, 090" Diameter, Adjusted - - - 0 100 MH4-90D-A ODOT_Drainage.cel P Storm Manhole No. 4, 090" Diameter - - - 0 100 MH4-90D-P ODOT_Drainage.cel P Storm Manhole No. 4, 096" Diameter, Adjusted - - - 0 100 MH4-96D-A ODOT_Drainage.cel P Storm Manhole No. 4, 096" Diameter - - - 0 100 MH4-96D-P ODOT_Drainage.cel P Storm Manhole No. 4, 102" Diameter, Adjusted - - - 0 100 MH4-102D-A ODOT_Drainage.cel P Storm Manhole No. 4, 102" Diameter - - - 0 100 MH4-102D-P ODOT_Drainage.cel P Storm Manhole No. 4, 108" Diameter, Adjusted - - - 0 100 MH4-108D-A ODOT_Drainage.cel P Storm Manhole No. 4, 108" Diameter - - - 0 100 MH4-108D-P ODOT_Drainage.cel P C = Cosmetic P = Physical Levels Do Not Plot NOTE: * Indicates Not By Level Page 38 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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January 18, 2013 4. To save these c
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Figure 304-1 File Name Type Codes B
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SIGNAL SHEETS Notes - CN General Su
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306.2 GEOPAK COGO Element Names Jan
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COGO Right of Way Elements Chains R
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(1) Project Name: For this example,
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400 PLOTTING 401 General 401.1 Gene
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401.2.3 Shading The following are o
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502.2 Saved View January 18, 2013 W
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Figure 503-2 504 CADD File Requirem
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Page 120 and 121: Appendix A - CADD Information Table
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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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