CADD Engineering Standards - Ohio Department of Transportation

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Appendix A – CADD Information Table Revised January 20, 2012 By Level Attributes Level Name Description DR_P_Culvert (cont’d) Color Style DR – DRAINAGE – PROPOSED (cont’d): Weight Transparency Priority Cell Name Cell Library Name 8' Culvert 7 * culvert08 1 0 100 P 10' Culvert 7 * culvert10 1 0 100 P 11' Culvert 7 * culvert11 1 0 100 P 12' Culvert 7 * culvert12 1 0 100 P 14' Culvert 7 * culvert14 1 0 100 P 16' Culvert 7 * culvert16 1 0 100 P 18' Culvert 7 * culvert18 1 0 100 P 20' Culvert 7 * culvert20 1 0 100 P DR_P_Dike Dike 17 0 1 0 100 DR_P_Ditch Ditch Line 11 stream 1 0 100 C DR_P_Drainage_Area Drainage Area Outline 12 0 5 0 100 DR_P_Drive_Pipe Drive Pipe 17 0 1 0 100 DR_P_Erosion_Control Erosion Control Outline for RipRap, Rock Channel Protection and Jute Matting 0 0 1 0 100 AREA PATTERNING CELLS TO BE PLACED ON LEVEL DR_P_Erosion_Control: Jute Matting (use the Cross-Hatch Pattern tool) - - - 0 100 Rock Channel Protection (Pattern Cell) - - - 0 100 RCP ODOT-Symbols.cel C Rip Rap (Pattern Cell) - - - 0 100 RIPRAP ODOT-Symbols.cel C DR_P_Filter_Fabric_Fence Filter Fabric Fence 17 fenceex 0 0 100 C DR_P_Flood_Boundary Flood Boundary 171 6 1 0 100 DR_P_Floodway Floodway 169 0 2 0 100 DR_P_Flow_Arrow Drainage Flow Arrow Symbols 17 0 1 0 100 CELLS PLACED ON LEVEL DR_P_Flow_Arrow: Drainage Flow Arrow - - - 0 100 DFL-P ODOT_Drainage.cel C C = Cosmetic P = Physical Levels Do Not Plot NOTE: * Indicates Not By Level Page 41 of 108
Appendix A – CADD Information Table Revised January 20, 2012 By Level Attributes DR_P_Headwall Level Name Description Color Style DR – DRAINAGE – PROPOSED (cont’d): Drainage Headwall Symbols 10 0 1 0 100 CELLS PLACED ON LEVEL DR_P_Headwall: Weight Transparency Priority Cell Name Cell Library Name Head Wall No. 1.1, 15° for 42" Pipe - - - 0 100 HW1.1-15-42-P ODOT_Drainage.cel P Head Wall No. 1.1, 15° for 48" Pipe - - - 0 100 HW1.1-15-48-P ODOT_Drainage.cel P Head Wall No. 1.1, 15° for 54" Pipe - - - 0 100 HW1.1-15-54-P ODOT_Drainage.cel P Head Wall No. 1.1, 15° for 60" Pipe - - - 0 100 HW1.1-15-60-P ODOT_Drainage.cel P Head Wall No. 1.1, 15° for 72" Pipe - - - 0 100 HW1.1-15-72-P ODOT_Drainage.cel P Head Wall No. 1.1, 15° for 84" Pipe - - - 0 100 HW1.1-15-84-P ODOT_Drainage.cel P Head Wall No. 1.1, 30° for 42" Pipe - - - 0 100 HW1.1-30-42-P ODOT_Drainage.cel P Head Wall No. 1.1, 30° for 48" Pipe - - - 0 100 HW1.1-30-48-P ODOT_Drainage.cel P Head Wall No. 1.1, 30° for 54" Pipe - - - 0 100 HW1.1-30-54-P ODOT_Drainage.cel P Head Wall No. 1.1, 30° for 60" Pipe - - - 0 100 HW1.1-30-60-P ODOT_Drainage.cel P Head Wall No. 1.1, 30° for 72" Pipe - - - 0 100 HW1.1-30-72-P ODOT_Drainage.cel P Head Wall No. 1.1, 30° for 84" Pipe - - - 0 100 HW1.1-30-84-P ODOT_Drainage.cel P Head Wall No. 1.1 for 42" Pipe - - - 0 100 HW1.1-42-P ODOT_Drainage.cel P Head Wall No. 1.1, 45° for 42" Pipe - - - 0 100 HW1.1-45-42-P ODOT_Drainage.cel P Head Wall No. 1.1, 45° for 48" Pipe - - - 0 100 HW1.1-45-48-P ODOT_Drainage.cel P Head Wall No. 1.1, 45° for 54" Pipe - - - 0 100 HW1.1-45-54-P ODOT_Drainage.cel P Head Wall No. 1.1, 45° for 60" Pipe - - - 0 100 HW1.1-45-60-P ODOT_Drainage.cel P Head Wall No. 1.1, 45° for 72" Pipe - - - 0 100 HW1.1-45-72-P ODOT_Drainage.cel P Head Wall No. 1.1, 45° for 84" Pipe - - - 0 100 HW1.1-45-84-P ODOT_Drainage.cel P Head Wall No. 1.1 for 48" Pipe - - - 0 100 HW1.1-48-P ODOT_Drainage.cel P Head Wall No. 1.1 for 54" Pipe - - - 0 100 HW1.1-54-P ODOT_Drainage.cel P Head Wall No. 1.1 for 60" Pipe - - - 0 100 HW1.1-60-P ODOT_Drainage.cel P Head Wall No. 1.1 for 72" Pipe - - - 0 100 HW1.1-72-P ODOT_Drainage.cel P Head Wall No. 1.1 for 84" Pipe - - - 0 100 HW1.1-84-P ODOT_Drainage.cel P Head Wall No. 2.1 for 012" CMP - - - 0 100 HW2.1-12-P ODOT_Drainage.cel P C = Cosmetic P = Physical Levels Do Not Plot NOTE: * Indicates Not By Level Page 42 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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January 18, 2013 A sample ASCII rep
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504.3 Vertical Alignment ASCII Repo
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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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