CADD Engineering Standards - Ohio Department of Transportation

More documents

Recommendations

Info

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

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
Page 1:
Ohio Department of Transportation C
Page 5 and 6:
Table of Contents January 18, 2013
Page 7 and 8:
January 18, 2013 307 GEOPAK Project
Page 9 and 10:
100 GENERAL 101 Introduction Januar
Page 11 and 12:
200 CADD STANDARDS 201 Installation
Page 13 and 14:
Alternate Configuration Files There
Page 15 and 16:
202.3 ByLevel Considerations Januar
Page 17 and 18:
Bridge General Gen - SV Bridge Pres
Page 19 and 20:
202.5 Priority and Transparency Jan
Page 21 and 22:
January 18, 2013 You do not need to
Page 23 and 24:
Transparency January 18, 2013 Trans
Page 25 and 26:
January 18, 2013 The Transparency v
Page 27 and 28:
204.2 Types of Line Styles ODOT CAD
Page 29 and 30:
January 18, 2013 The following deta
Page 31 and 32:
GEOPAK Placement (Existing and Prop
Page 33 and 34:
Survey Processing (Existing Basemap
Page 35 and 36:
January 18, 2013 When attaching Ref
Page 37 and 38:
Bridge Design Files: January 18, 20
Page 39 and 40:
206.3 Cell Libraries January 18, 20
Page 41 and 42:
ODOT CADD Standards contain two (2)
Page 43 and 44:
January 18, 2013 The following proc
Page 45 and 46:
January 18, 2013 The following opti
Page 47 and 48:
Survey Processing (Existing Basemap
Page 49 and 50:
January 18, 2013 Changing the Annot
Page 51 and 52:
207.2 Text Size January 18, 2013 St
Page 53 and 54:
January 18, 2013 Selecting a Text S
Page 55 and 56:
January 18, 2013 In order to apply
Page 57 and 58:
208 Seed Files 208.1 General Januar
Page 59 and 60:
211 Working Units 211.1 General Jan
Page 61 and 62:
214 GEOPAK Criteria Files 214.1 Gen
Page 63 and 64:
300 FILE MANAGEMENT 301 General 301
Page 65 and 66:
January 18, 2013 Figure 302-1 Minor
Page 67 and 68:
January 18, 2013 Figure 302-3 Proje
Page 69 and 70:
January 18, 2013 Figure 302-9 Struc
Page 71 and 72:
303 References 303.1 General Januar
Page 73 and 74:
303.2.1 Types of Models January 18,
Page 75 and 76:
303.2.3 Model Properties January 18
Page 77 and 78:
303.2.4 Referencing Models January
Page 79 and 80:
January 18, 2013 Final plan sheets
Page 81 and 82:
304.3 File Name Format January 18,
Page 83 and 84:
Supplemental Description Examples:
Page 85 and 86: January 18, 2013 4. To save these c
Page 87 and 88: Figure 304-1 File Name Type Codes B
Page 89 and 90: SIGNAL SHEETS Notes - CN General Su
Page 91 and 92: 306.2 GEOPAK COGO Element Names Jan
Page 93 and 94: COGO Right of Way Elements Chains R
Page 95 and 96: (1) Project Name: For this example,
Page 97 and 98: 400 PLOTTING 401 General 401.1 Gene
Page 99 and 100: 401.2.3 Shading The following are o
Page 101 and 102: 502.2 Saved View January 18, 2013 W
Page 103 and 104: Figure 503-2 504 CADD File Requirem
Page 105 and 106: January 18, 2013 A sample ASCII rep
Page 107 and 108: 504.3 Vertical Alignment ASCII Repo
Page 110 and 111: January 18, 2013 Each horizontal al
Page 112 and 113: January 18, 2013 504.6 Monumentatio
Page 114 and 115: January 18, 2013 Left Offset/Right
Page 116 and 117: January 18, 2013 The XS Reports dia
Page 118 and 119: January 18, 2013 Select the Apply b
Page 120 and 121: Appendix A - CADD Information Table
Page 186 and 187:
Appendix A - CADD Information Table
Page 188 and 189:
Page 190 and 191:
Page 192 and 193:
Page 194 and 195:
Page 196 and 197:
Page 198 and 199:
Page 200 and 201:
Page 202 and 203:
Page 204 and 205:
Page 206 and 207:
Page 208 and 209:
Page 210 and 211:
Page 212 and 213:
Page 214 and 215:
Page 216 and 217:
Page 218 and 219:
Page 220 and 221:
Page 222 and 223:
Page 224 and 225:
Page 226 and 227:
Page 321 and 322:
Appendix E - Electronic Submission
Page 323 and 324:
APPENDIX F - Level Scale Factors Re
show all

CADD Engineering Standards - Ohio Department of Transportation

Create successful ePaper yourself

Delete template?

Save as template?