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_P_Cells (cont’d) Level Name Description CELLS PLACED ON LEVEL DR_P_Cells (cont’d): Storm Manhole No. 4, 114" Diameter, Adjusted Color Style DR – DRAINAGE – PROPOSED (cont’d): Weight Transparency Priority Cell Name Cell Library Name - - - 0 100 MH4-114D-A ODOT_Drainage.cel P Storm Manhole No. 4, 114" Diameter - - - 0 100 MH4-114D-P ODOT_Drainage.cel P Storm Manhole No. 4, 120" Diameter, Adjusted - - - 0 100 MH4-120D-A ODOT_Drainage.cel P Storm Manhole No. 4, 120" Diameter - - - 0 100 MH4-120D-P ODOT_Drainage.cel P Storm Manhole No. 4, 126" Diameter, Adjusted - - - 0 100 MH4-126D-A ODOT_Drainage.cel P Storm Manhole No. 4, 126" Diameter - - - 0 100 MH4-126D-P ODOT_Drainage.cel P Storm Manhole No. 4, 132" Diameter, Adjusted - - - 0 100 MH4-132D-A ODOT_Drainage.cel P Storm Manhole No. 4, 132" Diameter - - - 0 100 MH4-132D-P ODOT_Drainage.cel P Storm Manhole No. 4, 144" Diameter, Adjusted - - - 0 100 MH4-144D-A ODOT_Drainage.cel P Storm Manhole No. 4, 144" Diameter - - - 0 100 MH4-144D-P ODOT_Drainage.cel P Storm Manhole No. 5 for Pipe < 33", Adjusted - - - 0 100 MH5-30D-A ODOT_Drainage.cel P Storm Manhole No. 5 for Pipe < 33" - - - 0 100 MH5-30D-P ODOT_Drainage.cel P Storm Manhole No. 5 for 33" to 42" Pipe, Adjusted - - - 0 100 MH5-42D-A ODOT_Drainage.cel P Storm Manhole No. 5 for 33" to 42" Pipe - - - 0 100 MH5-42D-P ODOT_Drainage.cel P Storm Manhole No. 5 for 48" Pipe, Adjusted - - - 0 100 MH5-48D-A ODOT_Drainage.cel P Storm Manhole No. 5 for 48" Pipe - - - 0 100 MH5-48D-P ODOT_Drainage.cel P Storm Manhole No. 5 for 54" Pipe, Adjusted - - - 0 100 MH5-54D-A ODOT_Drainage.cel P Storm Manhole No. 5 for 54" Pipe - - - 0 100 MH5-54D-P ODOT_Drainage.cel P Storm Manhole No. 5 for 60" Pipe, Adjusted - - - 0 100 MH5-60D-A ODOT_Drainage.cel P Storm Manhole No. 5 for 60" Pipe - - - 0 100 MH5-60D-P ODOT_Drainage.cel P Storm Manhole No. 5 for 66" Pipe, Adjusted - - - 0 100 MH5-66D-A ODOT_Drainage.cel P Storm Manhole No. 5 for 66" Pipe - - - 0 100 MH5-66D-P ODOT_Drainage.cel P Storm Manhole No. 5 for 72" Pipe, Adjusted - - - 0 100 MH5-72D-A ODOT_Drainage.cel P C = Cosmetic P = Physical Levels Do Not Plot NOTE: * Indicates Not By Level Page 39 of 108
Appendix A – CADD Information Table Revised January 20, 2012 By Level Attributes DR_P_Cells (cont’d) DR_P_Culvert 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. 5 for 72" Pipe - - - 0 100 MH5-72D-P ODOT_Drainage.cel P Storm Manhole No. 5 for 78" Pipe, Adjusted - - - 0 100 MH5-78D-A ODOT_Drainage.cel P Storm Manhole No. 5 for 78" Pipe - - - 0 100 MH5-78D-P ODOT_Drainage.cel P Storm Manhole No. 5 for 84" Pipe, Adjusted - - - 0 100 MH5-84D-A ODOT_Drainage.cel P Storm Manhole No. 5 for 84" Pipe - - - 0 100 MH5-84D-P ODOT_Drainage.cel P Storm Manhole No. 5 for 90" Pipe, Adjusted - - - 0 100 MH5-90D-A ODOT_Drainage.cel P Storm Manhole No. 5 for 90" Pipe - - - 0 100 MH5-90D-P ODOT_Drainage.cel P Storm Manhole No. 5 for 96" Pipe, Adjusted - - - 0 100 MH5-96D-A ODOT_Drainage.cel P Storm Manhole No. 5 for 96" Pipe - - - 0 100 MH5-96D-P ODOT_Drainage.cel P Storm Manhole No. 5 for 102" Pipe, Adjusted - - - 0 100 MH5-102D-A ODOT_Drainage.cel P Storm Manhole No. 5 for 102" Pipe - - - 0 100 MH5-102D-P ODOT_Drainage.cel P Storm Manhole No. 5 for 108" Pipe, Adjusted - - - 0 100 MH5-108D-A ODOT_Drainage.cel P Storm Manhole No. 5 for 108" Pipe - - - 0 100 MH5-108D-P ODOT_Drainage.cel P Storm Manhole No. 5 for 114" Pipe, Adjusted - - - 0 100 MH5-114D-A ODOT_Drainage.cel P Storm Manhole No. 5 for 114" Pipe - - - 0 100 MH5-114D-P ODOT_Drainage.cel P Storm Manhole No. 5 for 120" Pipe, Adjusted - - - 0 100 MH5-120D-A ODOT_Drainage.cel P Storm Manhole No. 5 for 120" Pipe - - - 0 100 MH5-120D-P ODOT_Drainage.cel P Generic Outlet - - - 0 100 Outlet-P ODOT_Drainage.cel P Side Ditch Inlet - - - 0 100 SDI1-P ODOT_Drainage.cel P Culvert 7 0 1 0 100 4' Culvert 7 * culvert04 1 0 100 P 5' Culvert 7 * culvert05 1 0 100 P 6' Culvert 7 * culvert06 1 0 100 P 7' Culvert 7 * culvert07 1 0 100 P C = Cosmetic P = Physical Levels Do Not Plot NOTE: * Indicates Not By Level Page 40 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 208 and 209:
Appendix A - CADD Information Table
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

You also want an ePaper? Increase the reach of your titles

Delete template?

Save as template?