2009 CADD Revision History

Transcription

1 Update: January 16, 2009 Manuals: Appendix A - of the CADD Manual updated. Appendix C - of the CADD Manual updated. MicroStation XM Files: CADIG (AutoTable) Files ODOT User Guide for AutoTable XM.pdf, v : Corrected the directory location for the software location/installation on page 3 of the User Guide. Quick Start for ODOT AutoTable XM.pdf, v : Updated the Quick Start guide to include XM in the file name: GENSUM_VBA_XM.xls. SummaryVBA_User_XM.pdf, v : Updated the Quick Start guide to include reference to the ODOTstd directory. Updated the Quick Start guide to include XM in the file name for the GENSUM_VBA_XM.xls and the GENSUM_XM.xls worksheets. Cell Libraries ODOT_Symbols.cel, v : Corrected the level for some of the elements in the following cell: ADD_LOOP Angular Design Detection Loop ODOT_Geotech.cel, v : Added the following new cells: SOILB_TARGET Soil Boring Target BEAM_PILE Steel Beam Pile for Soil Retention Existing PIPE_PILE Steel Pipe Pile for Soil Retention Existing ODOT_Sheets.cel, v : Updated the following cell: GT_Cover Geotechnical Legend Cover Sheet Info01.cel, Reg10.cel, Reg13.cel, Reg14.cel, Reg17.cel, v : Updated the Sign Cell Libraries per the Sign Design Manual for the October 17, 2008 DRRC Update. Ohio Department of Transportation Pg. 1 of 4

2 Configuration Files ODOTXM.pcf, v : Added the following configuration variable for the GEOPAK Roadway Designer: GPK_ACBOOK_DDBFILE_STYLES = $(XMSTD)/geopak/roadway_designer/ODOT_Styles.ddb DGN Library Files ODOT_Levels.dgnlib, v : Added the following new Levels: GT_X_Piling_Cells Piling Cells, Existing GT_Target_Soil_Boring Soil Boring Cells, Target (Staked & Prop. Boring Locations) PV_X_Joint Pavement Joint Existing PV_X_Saw_Cut_Line Saw Cut Line Existing XS_P_Excavation_Limits GEOPAK Earthwork Excavation Limits. Changed the Color from 27 to 12 for the following Level: GT_X_Surface_Features ODOT_Menu.dgnlib, v : Corrected the links on the menu for the ODOT CADD Support Website, and the ODOT CADD Manual Item List Files Eitems2008.dat, v : Updated the 2008 Item Master list file for the general summary MDL program, summary.ma. Plan Notes Markings.not, Signals.not & Temp_Traffic_Control.not, v : Updated notes per the Traffic Engineering Manual for the Jan. 16, 2009 DRRC Update. VBA and MDL Applications ODOT_CellDistOffset_XM.mvba & ODOT_CellDistOffset_XM.pdf, v : Corrected an intermittent problem where the application would not un-ghost the fields after selecting the reference centerline element. ODOT_SCD_List_XM.mvba, v : Add the new Standard Construction Drawing NBS Updated the revision date for drawing LA-1.2. Ohio Department of Transportation Pg. 2 of 4

3 GEOPAK Road XM Files: curb.x, v Corrected a typo in the name of the variable _d_cap_proposed_symbology. SH301-8.pdf Updated documentation for the criteria file SH301-8.x. No changes were made to the criteria. SH301-8b.pdf Updated documentation for the criteria file SH301-8b.x. criteria. No changes were made to the pavt_exist.x, v pavt_exist.pdf, v This criteria file is used to draw the existing pavement and shoulders. Version is a major rewrite of the file. The graphics are now drawn with symbology that better facilitates the computation of pavement removal areas using the GEOPAK Earthwork computation function. define.x, v o Changed the definition of "~ex conc removal symbology" to co=36. o Removed the variable "~ex conc removal top symbology" which is not used in the new pavt_exist2.x criteria file and is longer needed since pavt_exist.x is to be removed from the standards. ODOT.ddb, v Added the following items: Drafting Standards > Cross Sections > X_EXCV Excavation Limits Drafting Standards > Existing Plan View > GT - Geotechnical > X_BPLE Beam Pile Drafting Standards > Existing Plan View > GT - Geotechnical > X_PPLE Pipe Pile Drafting Standards > Existing Plan View > GT - Geotechnical > X_SBTG Soil Boring Target Drafting Standards > Existing Plan View > PV - Pavement > X_JONT Pavement Joint Drafting Standards > Existing Plan View > PV - Pavement > X_SCUT Saw Cut Line Ohio Department of Transportation Pg. 3 of 4

4 GEOPAK Survey XM Files: ODOT_ ddf, v : Added the following new field codes: IPID Iron Pin & Cap Found SOILB_TARGET Soil Boring Target BEAM_PILE Steel Beam Pile for Soil Retention Existing PIPE_PILE Steel Pipe Pile for Soil Retention Existing ODOT.smd, v : Added the following new field codes: IPID Iron Pin & Cap Found SOILB_TARGET Soil Boring Target BEAM_PILE Steel Beam Pile for Soil Retention Existing PIPE_PILE Steel Pipe Pile for Soil Retention Existing ODOT_Survey_Codes_by_Category.pdf, v : Updated Documentation ODOT_Survey_Codes_Alphabetically.pdf, v : Updated Documentation Ohio Department of Transportation Pg. 4 of 4

5 Update: April 17, 2009 Manuals CADD Engineering Standards Manual Appendix A updated. Appendix C updated. Appendix E updated. Cadig (AutoTable) Files SummaryVBA_AddIn_XM.xla, v : The add-in has been updated to include ODOT standard handling for item specials. MicroStation XM Files Cell Libraries ODOT_Geotech.cel, v : The hatching pattern inside the following cell was dropped so the cell would scale properly when applying the Model Annotation Scale: BEAM_PILE Steel Beam Pile for Soil Retention Existing Scaled down the diameter size for the following cell: PIPE_PILE Steel Pipe Pile for Soil Retention Existing Revised some text in the following cell: SOIL_TEST_DATA Summary of Soil Test Data ODOT_Sheets.cel, v : Revised some text & moved text justifications for some data fields in the following sheet: GT_COVER Geotechnical Legend Cover Sheet Re-aligned the Data Field in title bar of the cell: GT_ROAD_PP Geotechnical Soil Plan & Profile Sheet Added the following new sheet: ENV_SPCC Spill Prevention Control & Countermeasures Sheet Ohio Department of Transportation Pg. 1 of 9

6 ODOT_Drainage.cel, v : Corrected the cell origin location to match Standard Construction Drawing CB-2.3 for the following cells: CB6-A CB6-P CB6-X The Model Properties option in the cell library Can be placed as a cell was toggled off for the following outdated proposed drainage cells: Cell Name I-D-JS-P I-D-SS-P I3A-JS-P I3B-JS-P I3C-JS-P I3D-JS-P I915-2-P I915-P I915C-P I915C1-P Cell Description Prop. Jersey Barrier, Inlet Type D Prop. Single Slope Barrier, Inlet Type D Prop. Jersey barrier, Median Inlets 3A and 3A50 Prop. Jersey Barrier, Median Inlets 3B and 3B50 Prop. Jersey Barrier, Median Inlets 3C and 3C50 Prop. Jersey Barrier, Median Inlets 3D and 3D50 Prop. Single Slope Barrier, Median Inlet Types A, A1, B and B1 Prop. Single Slope Barrier, Median Inlet 915 Types A, A1, B and B1 Prop. Single Slope Barrier, Median Inlet 915 Type C Prop. Single Slope Barrier, Median Inlet 915 Type C1 Made the following changes in the drainage cells to support the new Storm Sewer mvba applications: o Changed the color for the outside of the substructure to color 23. o Tagged the Station Location drainage node for each cell (active point, color 20, weight 4) with a GEPOAK Adhoc Attribute used to label the drainage information in the profile and cross sections. Added the following new inlet and manhole cells: Cell Name I3A-SS-P I3A1-SS-P I3B-SS-P I3B1-SS-P I3C-SS-P I3C1-SS-P I3D-SS-P I4A-SS-P I4A1-SS-P I4B-SS-P I4B1-SS-P MH2-18D-12'-25'-A MH2-18D-12'-25'-P MH2-18D-25'-40'-P MH2-18D-25'-40'-A MH2-18D-40'-55'-A MH2-18D-40'-55'-P MH2-21D-12'-25'-A MH2-21D-12'-25'-P MH2-21D-25'-40'-A Cell Description Prop. Inlet No. 3 for Single Slope Barrier, Type A Prop. Inlet No. 3 for Single Slope Barrier, Type A1 Prop. Inlet No. 3 for Single Slope Barrier, Type B Prop. Inlet No. 3 for Single Slope Barrier, Type B1 Prop. Inlet No. 3 for Single Slope Barrier, Type C Prop. Inlet No. 3 for Single Slope Barrier, Type C1 Prop. Inlet No. 3 for Single Slope Barrier, Type D Prop. Inlet No. 4 for Single Slope Barrier, Type A Prop. Inlet No. 4 for Single Slope Barrier, Type A1 Prop. Inlet No. 4 for Single Slope Barrier, Type B Prop. Inlet No. 4 for Single Slope Barrier, Type B1 Adj. Storm MH No. 2 for Pipe < 21" depth 12'-25' Prop. Storm MH No. 2 for Pipe < 21" depth 12'-25' Prop. Storm MH No. 2 for Pipe < 21" depth 25'-40' Adj. Storm MH No. 2 for Pipe < 21" depth 25'-40' Adj. Storm MH No. 2 for Pipe < 21" depth 40'-55' Prop. Storm MH No. 2 for Pipe < 21" depth 40'-55' Adj. Storm MH No. 2 for 21" Pipe depth 12'-25' Prop. Storm MH No. 2 for 21" Pipe depth 12'-25' Adj. Storm MH No. 2 for 21" Pipe depth 25'-40' Ohio Department of Transportation Pg. 2 of 9

7 Cell Name MH2-21D-25'-40'-P MH2-21D-40'-55'-A MH2-21D-40'-55'-P MH2-24D-12'-25'-A MH2-24D-12'-25'-P MH2-24D-25'-40'-A MH2-24D-25'-40'-P MH2-24D-40'-55'-A MH2-24D-40'-55'-P MH2-27D-12'-25'-A MH2-27D-12'-25'-P MH2-27D-25'-40'-A MH2-27D-25'-40'-P MH2-27D-40'-55'-A MH2-27D-40'-55'-P MH2-30D-12'-25'-A MH2-30D-12'-25'-P MH2-30D-25'-40'-A MH2-30D-25'-40'-P MH2-30D-40'-55'-A MH2-30D-40'-55'-P MH2-33D-12'-25'-A MH2-33D-12'-25'-P MH2-33D-25'-40'-A MH2-33D-25'-40'-P MH2-33D-40'-55'-A MH2-33D-40'-55'-P MH2-36D-12'-25'-A MH2-36D-12'-25'-P MH2-36D-25'-40'-A MH2-36D-25'-40'-P MH2-36D-40'-55'-A MH2-36D-40'-55'-P MH2-42D-12'-25'-A MH2-42D-12'-25'-P MH2-42D-25'-40'-A MH2-42D-25'-40'-P MH2-42D-40'-55'-A MH2-42D-40'-55'-P MH2-48D-12'-25'-A MH2-48D-12'-25'-P MH2-48D-25'-40'-A MH2-48D-25'-40'-P MH2-48D-40'-55'-A MH2-48D-40'-55'-P MH2-54D-12'-25'-A MH2-54D-12'-25'-P MH2-54D-25'-40'-A MH2-54D-25'-40'-P MH2-54D-40'-55'-A MH2-54D-40-55'-P MH2-60D-12'-25'-A Cell Description Prop. Storm MH No. 2 for 21" Pipe depth 25'-40' Adj. Storm MH No. 2 for 21" Pipe depth 40'-55' Prop. Storm MH No. 2 for 21" Pipe depth 40'-55' Adj. Storm MH No. 2 for 24" Pipe depth 12'-25' Prop. Storm MH No. 2 for 24" Pipe depth 12'-25' Adj. Storm MH No. 2 for 24" Pipe depth 25'-40' Prop. Storm MH No. 2 for 24" Pipe depth 25'-40' Adj. Storm MH No. 2 for 24" Pipe depth 40'-55' Prop. Storm MH No. 2 for 24" Pipe depth 40'-55' Adj. Storm MH No. 2 for 27" Pipe depth 12'-25' Prop. Storm MH No. 2 for 27" Pipe depth 12'-25' Adj. Storm MH No. 2 for 27" Pipe depth 25'-40' Prop. Storm MH No. 2 for 27" Pipe depth 25'-40' Adj. Storm MH No. 2 for 27" Pipe depth 40'-55' Prop. Storm MH No. 2 for 27" Pipe depth 40'-55' Adj. Storm MH No. 2 for 30" Pipe depth 12'-25' Prop. Storm MH No. 2 for 30" Pipe depth 12'-25' Adj. Storm MH No. 2 for 30" Pipe depth 25'-40' Prop. Storm MH No. 2 for 30" Pipe depth 25'-40' Adj. Storm MH No. 2 for 30" Pipe depth 40'-55' Prop. Storm MH No. 2 for 30" Pipe depth 40'-55' Adj. Storm MH No. 2 for 33" Pipe depth 12'-25' Prop. Storm MH No. 2 for 33" Pipe depth 12'-25' Adj. Storm MH No. 2 for 33" Pipe depth 25'-40' Prop. Storm MH No. 2 for 33" Pipe depth 25'-40' Adj. Storm MH No. 2 for 33" Pipe depth 40'-55' Prop. Storm MH No. 2 for 33" Pipe depth 40'-55' Adj. Storm MH No. 2 for 36" Pipe depth 12'-25' Prop. Storm MH No. 2 for 36" Pipe depth 12'-25' Adj. Storm MH No. 2 for 36" Pipe depth 25'-40' Prop. Storm MH No. 2 for 36" Pipe depth 25'-40' Adj. Storm MH No. 2 for 36" Pipe depth 40'-55' Prop. Storm MH No. 2 for 36" Pipe depth 40'-55' Adj. Storm MH No. 2 for 42" Pipe depth 12'-25' Prop. Storm MH No. 2 for 42" Pipe depth 12'-25' Adj. Storm MH No. 2 for 42" Pipe depth 25'-40' Prop. Storm MH No. 2 for 42" Pipe depth 25'-40' Adj. Storm MH No. 2 for 42" Pipe depth 40'-55' Prop. Storm MH No. 2 for 42" Pipe depth 40'-55' Adj. Storm MH No. 2 for 48" Pipe depth 12'-25' Prop. Storm MH No. 2 for 48" Pipe depth 12'-25' Adj. Storm MH No. 2 for 48" Pipe depth 25'-40' Prop. Storm MH No. 2 for 48" Pipe depth 25'-40' Adj. Storm MH No. 2 for 48" Pipe depth 40'-55' Prop. Storm MH No. 2 for 48" Pipe depth 40'-55' Adj. Storm MH No. 2 for 54" Pipe depth 12'-25' Prop. Storm MH No. 2 for 54" Pipe depth 12'-25' Adj. Storm MH No. 2 for 54" Pipe depth 25'-40' Prop. Storm MH No. 2 for 54" Pipe depth 25'-40' Adj. Storm MH No. 2 for 54" Pipe depth 40'-55' Prop. Storm MH No. 2 for 54" Pipe depth 40'-55' Adj. Storm MH No. 2 for 60" Pipe depth 12'-25' Ohio Department of Transportation Pg. 3 of 9

8 Cell Name Cell Description MH2-60D-12'-25'-P Prop. Storm MH No. 2 for 60" Pipe depth 12'-25' MH2-60D-25'-40'-A Adj. Storm MH No. 2 for 60" Pipe depth 25'-40' MH2-60D-25'-40'-P Prop. Storm MH No. 2 for 60" Pipe depth 25'-40' MH2-60D-40'-55'-A Adj. Storm MH No. 2 for 60" Pipe depth 40'-55' MH2-60D-40'-55'-P Prop. Storm MH No. 2 for 60" Pipe depth 40'-55' MH2-66D-12'-25'-A Adj. Storm MH No. 2 for 66" Pipe depth 12'-25' MH2-66D-12'-25'-P Prop. Storm MH No. 2 for 66" Pipe depth 12'-25' MH2-66D-25'-40'-A Adj. Storm MH No. 2 for 66" Pipe depth 25'-40' MH2-66D-25'-40'-P Prop. Storm MH No. 2 for 66" Pipe depth 25'-40' MH2-66D-40'-55'-A Adj. Storm MH No. 2 for 66" Pipe depth 40'-55' MH2-66D-40'-55'-P Prop. Storm MH No. 2 for 66" Pipe depth 40'-55' MH2-72D-12'-25'-A Adj. Storm MH No. 2 for 72" Pipe depth 12'-25' MH2-72D-12'-25'-P Prop. Storm MH No. 2 for 72" Pipe depth 12'-25' MH2-72D-25'-40'-A Adj. Storm MH No. 2 for 72" Pipe depth 25'-40' MH2-72D-25'-40'-P Prop. Storm MH No. 2 for 72" Pipe depth 25'-40' MH2-72D-40'-55'-A Adj. Storm MH No. 2 for 72" Pipe depth 40'-55' MH2-72D-40'-55'-P Prop. Storm MH No. 2 for 72" Pipe depth 40'-55' MH2-78D-25'-40'-A Adj. Storm MH No. 2 for 78" Pipe depth 25'-40' MH2-78D-25'-40'-P Prop. Storm MH No. 2 for 78" Pipe depth 25'-40' MH2-78D-40'-55'-A Adj. Storm MH No. 2 for 78" Pipe depth 40'-55' MH2-78D-40'-55'-P Prop. Storm MH No. 2 for 78" Pipe depth 40'-55' MH2-84D-25'-40'-A Adj. Storm MH No. 2 for 84" Pipe depth 25'-40' MH2-84D-25'-40'-P Prop. Storm MH No. 2 for 84" Pipe depth 25'-40' MH2-84D-40'-55'-A Adj. Storm MH No. 2 for 84" Pipe depth 40'-55' MH2-84D-40'-55'-P Prop. Storm MH No. 2 for 84" Pipe depth 40'-55' MH2-90D-25'-40'-A Adj. Storm MH No. 2 for 90" Pipe depth 25'-40' MH2-90D-25'-40'-P Prop. Storm MH No. 2 for 90" Pipe depth 25'-40' MH2-90D-40'-55'-A Adj. Storm MH No. 2 for 90" Pipe depth 40'-55' MH2-90D-40'-55'-P Prop. Storm MH No. 2 for 90" Pipe depth 40'-55' MH2-96D-25'-40'-A Adj. Storm MH No. 2 for 96" Pipe depth 25'-40' MH2-96D-25'-40'-P Prop. Storm MH No. 2 for 96" Pipe depth 25'-40' MH2-96D-40'-55'-A Adj. Storm MH No. 2 for 96" Pipe depth 40'-55' MH2-96D-40'-55'-P Prop. Storm MH No. 2 for 96" Pipe depth 40'-55' MH2-102D-25'-40'-A Adj. Storm MH No. 2 for 102" Pipe depth 25'-40' MH2-102D-25'-40'-P Prop. Storm MH No. 2 for 102" Pipe depth 25'-40' MH2-102D-40'-55'-A Adj. Storm MH No. 2 for 102" Pipe depth 40'-55' MH2-102D-40'-55'-P Prop. Storm MH No. 2 for 102" Pipe depth 40'-55' MH2-108D-25'-40'-A Adj. Storm MH No. 2 for 108" Pipe depth 25'-40' MH2-108D-25'-40'-P Prop. Storm MH No. 2 for 108" Pipe depth 25'-40' MH2-108D-40'-55'-A Adj. Storm MH No. 2 for 108" Pipe depth 40'-55' MH2-108D-40'-55'-P Prop. Storm MH No. 2 for 108" Pipe depth 40'-55' MH2-114D-25'-40'-A Adj. Storm MH No. 2 for 114" Pipe depth 25'-40' MH2-114D-25'-40'-P Prop. Storm MH No. 2 for 114" Pipe depth 25'-40' MH2-114D-40'-55'-A Adj. Storm MH No. 2 for 114" Pipe depth 40'-55' MH2-114D-40'-55'-P Prop. Storm MH No. 2 for 114" Pipe depth 40'-55' MH2-120D-25'-40'-A Adj. Storm MH No. 2 for 120" Pipe depth 25'-40' MH2-120D-25'-40'-P Prop. Storm MH No. 2 for 120" Pipe depth 25'-40' MH2-120D-40'-55'-A Adj. Storm MH No. 2 for 120" Pipe depth 40'-55' MH2-120D-40'-55'-P Prop. Storm MH No. 2 for 120" Pipe depth 40'-55' MH5-30D-A Adj. Storm MH No. 5 for Pipe < 33" MH5-30D-P Prop. Storm MH No. 5 for Pipe < 33" MH5-42D-A Adj. Storm MH No. 5 for 33" to 42" Pipe Ohio Department of Transportation Pg. 4 of 9

9 Cell Name MH5-42D-P MH5-48D-A MH5-48D-P MH5-54D-A MH5-54D-P MH5-60D-A MH5-60D-P MH5-66D-A MH5-66D-P MH5-72D-A MH5-72D-P MH5-78D-A MH5-78D-P MH5-84D-A MH5-84D-P MH5-90D-A MH5-90D-P MH5-96D-A MH5-96D-P MH5-102D-A MH5-102D-P MH5-108D-A MH5-108D-P MH5-114D-A MH5-114D-P MH5-120D-A MH5-120D-P Cell Description Prop. Storm MH No. 5 for 33" to 42" Pipe Adj. Storm MH No. 5 for 48" Pipe Prop. Storm MH No. 5 for 48" Pipe Adj. Storm MH No. 5 for 54" Pipe Prop. Storm MH No. 5 for 54" Pipe Adj. Storm MH No. 5 for 60" Pipe Prop. Storm MH No. 5 for 60" Pipe Adj. Storm MH No. 5 for 66" Pipe Prop. Storm MH No. 5 for 66" Pipe Adj. Storm MH No. 5 for 72" Pipe Prop. Storm MH No. 5 for 72" Pipe Adj. Storm MH No. 5 for 78" Pipe Prop. Storm MH No. 5 for 78" Pipe Adj. Storm MH No. 5 for 84" Pipe Prop. Storm MH No. 5 for 84" Pipe Adj. Storm MH No. 5 for 90" Pipe Prop. Storm MH No. 5 for 90" Pipe Adj. Storm MH No. 5 for 96" Pipe Prop. Storm MH No. 5 for 96" Pipe Adj. Storm MH No. 5 for 102" Pipe Prop. Storm MH No. 5 for 102" Pipe Adj. Storm MH No. 5 for 108" Pipe Prop. Storm MH No. 5 for 108" Pipe Adj. Storm MH No. 5 for 114" Pipe Prop. Storm MH No. 5 for 114" Pipe Adj. Storm MH No. 5 for 120" Pipe Prop. Storm MH No. 5 for 120" Pipe DGN Library Files ODOT_Menu.dgnlib, v : Added the following applications to the ODOT menu: Bridge Sheet Info - ODOT_BRSheetInfo.mvba Edit Supplemental Descriptions ODOT_SuppleDesc_XM.mvba Get View Rotation ODOT_GetViewRotation.mvba Sheet Cross References ODOT_SheetRefs.mvba & ODOT_XRefNumbers.mvba Sheet Numbering ODOT_Sheet_Numbering.mvba Storm Sewer Cross Sections ODOT_StormSewerXS.mvba Storm Sewer Plan: Labels ODOT_StormSewerPlanLabels.mvba Storm Sewer Plan: Pipes ODOT_StormSewerPlanPipes.mvba Storm Sewer Plan: Structures ODOT_StormSewerPlanStructures.mvba Storm Sewer Profile ODOTStormSewerProfile.mvba XS Sheet Labels - ODOT_XSSheetLabels.mvba XS Split Sheets - ODOT_XSSplitSheets.mvba Ohio Department of Transportation Pg. 5 of 9

10 Item List Files EItems2008.dat, v : Updated the 2008 Item Master list file for the general summary MDL program, summary.ma. LineStyles Plan Notes ODOT_Linestyles.rsc, v : The following linestyles were deleted out of the resource file after reviewing since these linestyles were not being used with any of the current levels in the ODOT_Levels.dgnlib. The linestyles will be available on the CADD Engineering Standards - Development web page located under the Prototype Pay Item Cell Libraries: conc_bar_06 Conc. Bar. 6" top conc_bar_08 Conc. Bar. 8" top conc_bar_09 Conc. Bar. 9" top conc_bar_12 Conc. Bar. 12" top glarescr Glare Screen jscba Types A & A1 Jersey Shape Conc. Bar. jscbb Types B & B1 Jersey Shape Conc. Bar. jscbdlt Types D & D1 Jersey Shape Conc. Bar. Lt. jscbdrt Types D & D1 Jersey Shape Conc. Bar. Rt. jscbpier 48" top Jersey Shape Concrete Barrier jscbsign 36" top Jersey Shape Concrete Barrier ppvgt12 Paved Gutter Type 1-2 ppvgt14 Paved Gutter Type 1-4 ppvgt16 Paved Gutter Type 1-6 ppvgt2 Paved Gutter Type 2 ppvgt3 Paved Gutter Type 3 ppvgt4lt Paved Gutter Type 4 Left ppvgt4rt Paved Gutter Type 4 Right ppvgt5lt Paved Gutter Type 5 Left ppvgt5rt Paved Gutter Type 5 Right slotdrain Slot Drain sscbpier42 48" top x 42" tall Single Slope Con. Bar. sscbpier57 48" top x 57" tall Single Slope Con. Bar. sscbsign42 36" top x 42" tall Single Slope Con. Bar. sscbsign57 36" top x 57" tall Single Slope Con. Bar. Drainage.not, v : Updated note file per the L&D Manual Volume 2 for the April 17, 2009 DRRC Revision. Signals.not & Temp_Traffic_Control.not, v : Updated notes per the Traffic Engineering Manual for the April 17, 2009 DRRC Revision. New Plan Note files Bicycles.not, v : New note file added per the Traffic Engineering Manual for the April 17, 2009 DRRC Revision. ARRASign.not, v : New American Recovery & Reinvestment Act Sign note file added per the Office of Traffic Engineering. Ohio Department of Transportation Pg. 6 of 9

11 VBA and MDL Applications ODOT_SCD_List_XM.mvba & ODOT_SCD_List.pdf, v : Updated to include the following SCD revisions: DM-4.3, 4/17/09 DM-4.4, 4/17/09 HL-10.11, 4/17/09 HL-10.13, 4/17/09 HL-10.31, 4/17/09 HL-20.14, 4/17/09 HL-30.11, 4/17/09 HL-30.22, 4/17/09 HL-30.31, 4/17/09 HL-30.32, 4/17/09 HL-30.33, 4/17/09 MT-95.30, 4/17/09 MT-95.31, 4/17/09 MT-95.32, 4/17/09 MT-95.40, 4/17/09 MT-95.41, 4/17/09 MT-95.50, 4/17/09 MT-95.70, 4/17/09 MT-95.71, 4/17/09 MT-97.10, 4/17/09 MT-97.11, 4/17/09 MT-97.12, 4/17/09 MT-98.21, 4/17/09 MT , 4/17/09 MT , 4/17/09 MT , 4/17/09 MT , 4/17/09 TC-41.25, 4/17/09 TC-61.30, 4/17/09 TC-81.10, 4/17/09 TC-81.21, 4/17/09 TC-85.20, 3/6/09 TC-85.21, 3/6/09 Modified the horizontal distance between the SCD name and the date text from 1.76 to ODOT_SheetRefs.mvba & ODOT_SheetRefs.pdf, v : The algorithm used for creating relative paths for cross referenced files has been revised to be more in line with that used by MicroStation for attachments. ODOT_SupplDesc_XM.mvba & ODOT_SupplDesc_XM.pdf, v : Minor edits in the processing for design files containing multiple sheets. Changes help protect run-time internal information from possible overwrites. Ohio Department of Transportation Pg. 7 of 9

12 New ODOT Applications: ODOT_BRSheetInfo.mvba & BRSheetInfo.pdf, v : New application that replaces the VB6 executable of the same name that was removed from service last year. The new version works from within MicroStation, is much faster than the old, and is capable of operating upon the active file. ODOT_GetViewRotation.mvba, ODOT_GetViewRotation.pdf, v : New application that provides the rotation of the user-selected view. Replaces the former Bentley key-in command RV=?. ODOT_Sheet_Numbering.mvba & ODOT_Sheet_Numbering.pdf, v : New application that replaces the VB6 executable of the same name that was removed from service last year. The new version works from within MicroStation, is much faster than the old, and is capable of operating upon the active file. ODOT_StormSewerPlanLabels.mvba, v : New application to label proposed plan view storm sewer information (balloon reference numbers, and pipe size/direction). The storm severs must be drafted using the ODOT applications. ODOT_StormSewerPlanPipes.mvba, v : New application to draw proposed storm sewer pipes. The pipes are tagged with GEOPAK adhoc attributes that are used to facilitate drafting the storm sewer information on the profile and cross sections. ODOT_StormSewerPlanStructures.mvba, v : New application to draw proposed catch basins, manholes, and inlets for storm sewers. The structures are tagged with GEOPAK adhoc attributes that are used to facilitate drafting the storm sewer information on the profile and cross sections. ODOT_StormSewerProfile.mvba, v : New application to draft proposed storm sewer information on a GEOPAK profile cell. The storm sewer information must be drawn with the ODOT plan view storm sewer applications. ODOT_StormSewerXS.mvba, v : New application to draft proposed storm sewer information on GEOPAK cross sections. The storm sewer information must be drawn with the ODOT plan view storm sewer applications. ODOT_StormSewers.pdf, v Documentation for the Storm Sewer mvba applications. ODOT_XRefNumbers.mvba & ODOT_XRefNumbers.pdf, v : New application replaces the VB6 executable ODOT_XRefNumbers_XM.exe. It incorporates the new relative path logic used by ODOT_SheetRefs.mvba. This new version also works from within MicroStation, is much faster than the old, and is capable of operating upon the active file. ODOT_XSSheetLabels.mvba, ODOT_XSSheetLabels.pdf, v : New application to place title block information on a set of cross section sheets. ODOT_XSSplitSheets.mvba, ODOT_XSSplitSheets.pdf, v : New application to split cross section sheets that have been clipped using the GEOPAK All Sheets in Active Model option into separate design files for a digital submission. Ohio Department of Transportation Pg. 8 of 9

13 GEOPAK Road XM Files ODOT2006_RadiusTbl.csv, v : A typo was corrected for one of the values in the radius table. pavt_exist.x, pavt_exist.pdf, v : The information in the header of the criteria file was corrected. No changes were made to the actual criteria processing. The pdf document was updated to correct a few typos. ODOT_StormSewers.ddb, v : New database containing the items necessary for proposed storm sewers. ODOT.xssl, v : Removed the option to place title block information on the XS sheets. Use the new ODOT application ODOT_XSSheetLabels.mvba to place the title block information. GEOPAK Survey XM Files ODOT_ ddf, v : Added item IPID (missing from previous release). V8 CADD Standards MicroStation V Edition Standards: Removed from MicroStation Downloads Web Page. ODOT GEOPAK v Edition Standards: Removed from GEOPAK Downloads Web Page. Ohio Department of Transportation Pg. 9 of 9

14 Update: July 17, 2009 Manuals: CADD Engineering Standards Manual Appendix C Cells updated. See the CADD Manual Revision History. Cadig (AutoTable) Files: Documentation ODOT User Guide for Auto Table XM.pdf, v : The guide has been updated to include discussion of Excel 2007 discrepancies between actual and displayed chart heights. The pertinent paragraph has been added under sub-topic Recommendations/Limitations. SummaryVBA_User_XM.pdf, v : A paragraph has been added to the Caveats section in order to inform the user of the displayed versus actual chart height issues in Excel Excel Standard Sheets ODOT_BR_EstQ.xlsm & ODOT_BR_EstQ.pdf, v : A New standard sheet that provides an automated Excel template for bridge estimated quantities charts. MicroStation XM Files: Cell Libraries ODOT_Drainage.cel, v : The following headwall cells are no longer used. The Can be placed as cell option was toggled off for each of these models in the cell library: HW1-15P HW1-18P HW1-21P HW1-24P HW1-30P HW1-36P The description for cell HW P was changed from Prop. HW-2.2 for 108" Conc. to Prop. HW-2.2 for 108". Ohio Department of Transportation Pg. 1 of 8

15 The cell name and description for Headwalls used for elliptical concrete pipes was listed as span x rise. The cell name and description for the following cells was changed to reflect the correct rise x span format to match way the sizes are listed for concrete pipes. Old Cell Name Old Cell Description New Cell Name New Cell Description HW x82-P Prop. HW-2.2 for 128"x82" HW2.2-82x128-P Prop. HW-2.2 for 82"x128" HW2.2-23x14-P HW2.2-30x19-P HW2.2-34x22-P HW2.2-38x24-P HW2.2-42x27-P HW2.2-45x29-P HW2.2-49x32-P HW2.2-53x34-P HW2.2-60x38-P HW2.2-68x43-P HW2.2-76x48-P HW2.2-83x53-P HW2.2-91x58-P HW2.2-98x63-P HW x68-P HW x72-P HW x77-P HW x87-P HW x92-P HW x97-P HW x106-P HW x116-P Prop. HW-2.2 for Elliptical 23"x14" Prop. HW-2.2 for Elliptical 30"x19" Prop. HW-2.2 for Elliptical 34"x22" Prop. HW-2.2 for Elliptical 38"x24" Prop. HW-2.2 for Elliptical 42"x27" Prop. HW-2.2 for Elliptical 45"x29" Prop. HW-2.2 for Elliptical 49"x32" Prop. HW-2.2 for Elliptical 53"x34" Prop. HW-2.2 for Elliptical 60"x38" Prop. HW-2.2 for Elliptical 68"x43" Prop. HW-2.2 for Elliptical 76"x48" Prop. HW-2.2 for Elliptical 83"x53" Prop. HW-2.2 for Elliptical 91"x58" Prop. HW-2.2 for Elliptical 98"x63" Prop. HW-2.2 for Elliptical 106"x68" Prop. HW-2.2 for Elliptical 113"x72" Prop. HW-2.2 for Elliptical 121"x77" Prop. HW-2.2 for Elliptical 136"x87" Prop. HW-2.2 for Elliptical 143"x92" Prop. HW-2.2 for Elliptical 151"x97" Prop. HW-2.2 for Elliptical 166"x106" Prop. HW-2.2 for Elliptical 180"x116" HW2.2-14x23-P HW2.2-19x30-P HW2.2-22x34-P HW2.2-24x38-P HW2.2-27x42-P HW2.2-29x45-P HW2.2-32x49-P HW2.2-34x53-P HW2.2-38x60-P HW2.2-43x68-P HW2.2-48x76-P HW2.2-53x83-P HW2.2-58x91-P HW2.2-63x98-P HW2.2-68x106-P HW2.2-72x113-P HW2.2-77x121-P HW2.2-87x136-P HW2.2-92x143-P HW2.2-97x151-P HW x166-P HW x180-P Prop. HW-2.2 for Elliptical 14"x23" Prop. HW-2.2 for Elliptical 19"x30" Prop. HW-2.2 for Elliptical 22"x34" Prop. HW-2.2 for Elliptical 24"x38" Prop. HW-2.2 for Elliptical 27"x42" Prop. HW-2.2 for Elliptical 29"x45" Prop. HW-2.2 for Elliptical 32"x49" Prop. HW-2.2 for Elliptical 34"x53" Prop. HW-2.2 for Elliptical 38"x60" Prop. HW-2.2 for Elliptical 43"x68" Prop. HW-2.2 for Elliptical 48"x76" Prop. HW-2.2 for Elliptical 53"x83" Prop. HW-2.2 for Elliptical 58"x91" Prop. HW-2.2 for Elliptical 63"x98" Prop. HW-2.2 for Elliptical 68"x106" Prop. HW-2.2 for Elliptical 72"x113" Prop. HW-2.2 for Elliptical 77"x121" Prop. HW-2.2 for Elliptical 87"x136" Prop. HW-2.2 for Elliptical 92"x143" Prop. HW-2.2 for Elliptical 97"x151" Prop. HW-2.2 for Elliptical 106"x166" Prop. HW-2.2 for Elliptical 116"x180" Ohio Department of Transportation Pg. 2 of 8

16 ODOT_RW.cel, v : The following note cell was updated: EX_RW_CERTIF Ex. R/W Certification ODOT_Sheets.cel, v : Removed a vertical line in the title bar that was placed accidentally in the following sheet cell: CROSS Cross Section Sheet The following Geotechnical sheet cells were updated with nested cells for the borders to accommodate for a new sheet numbering program: GT_BR_PP Geotechnical Structure Plan & Profile Sheet GT_COVER Geotechnical Legend Cover Sheet ODOT_Symbols.cel, v : The following New cells were created to be used as a pattern cells: TDOME Truncated Dome Existing TDOMEP Truncated Dome Proposed Directional05.cel, Directional07.cel, Freewy02.cel, v : Updated the Sign Cell Libraries per the Sign Design Manual for the April 17, 2009 DRRC Update. County Maps All County Maps, v : All maps have been regenerated due to a needed change in the display priority setting for corporation boundary lines. The revision prevents holes within incorporated areas from appearing as black spots when plotted. DGN Library Files ODOT_County_Map_Levels.dgnlib, v : The Transparency was changed from 99 to 75 for the following Level: GM_X_Corporation Corporation Boundary Existing ODOT_Levels.dgnlib, v : The GK_Visualization level was changed to a non-plot level since the information is not shown on plans. Ohio Department of Transportation Pg. 3 of 8

17 ODOT_Menu.dgnlib, v : Removed the following applications: ODOT_StormSewerPlanStructures.mvba ODOT_StormSewerPlanPipes.mvba Added the following application: ODOT_StormSewerPlan.mvba Added the following VBA app under Drafting Apps > Block Copy: ODOT_MstaTxtBlockCopy.mvba Added the following VBA app under LiDAR Apps > Merge XYZ: ODOT_XYZMerge.mvba Added the following VBA app under LiDAR Apps > Scale XYZ: ODOT_XYZScale.mvba Item List Files Eitems2008.dat, v : Updated the 2008 Item Master list file. Plan Notes Drainage.not, v : Updated note file per the L&D Manual Volume 2 for the July 17, 2009 DRRC Update. Signals.not, Signs.not & Temp_Traffic_Control.not, v : Updated notes per the Traffic Engineering Manual for the July 17, 2009 DRRC Update. VBA and MDL Applications ODOT_CombineQuantities_XM.exe, v : Made a change to the way the application searches for matching stations in the Earthworks and Seeding files to take care of a problem generating the output file. ODOT_DrainagePlan2_XM.mvba, v : Bentley added an extra ASCII character and an extra space character at the beginning of the text for attributes. These characters cause problems with the application. Code was added to the application to remove these extra characters. Ohio Department of Transportation Pg. 4 of 8

18 ODOT_DrainageProfile1_XM.mvba, v : Made a change to allow users to enter the search distance before selecting the profile cell. Bentley added an extra ASCII character and an extra space character at the beginning of the text for attributes. These characters cause problems with the application. Code was added to the application to remove these extra characters. Modified the annotation format to match the proposed storm sewer applications. Added a command to move previously placed annotation and leader lines as a graphic group. ODOT_DrainageXS1_XM.mvba, v : Bentley added an extra ASCII character and an extra space character at the beginning of the text for attributes. These characters cause problems with the application. Code was added to the application to remove these extra characters. Modified the annotation format to match the proposed storm sewer applications. Added a command to move previously placed annotation and leader lines as a graphic group. ODOT_DrainageVBA.pdf, v : Updated documentation. ODOT_SCD_List_XM.mvba, v : Updated the revision date for the following Standard Drawings: NSB-1-09, MT-98.10, MT , MT-98.20, MT-98.22, MT-98.28, MT-98.29, TC ODOT_SCD_List.pdf, v : Updated documentation. ODOT_Sheet_Numbering.mvba, V : Updated to accommodate channel cross section (XD) files. Minor code modifications to protect against run time errors due to non-graphical cell sub-elements. ODOT_StormSewerPlanLabels.mvba, v : Added the ability to include the pipe Type in the label. Ohio Department of Transportation Pg. 5 of 8

19 ODOT_StormSewerProfile.mvba, v : Removed an unnecessary reference to Microsoft Word 12 which will cause the app to fail if Word 12 is not installed on the computer. Corrected a problem where the application would not label the pipe elevations in a specific condition. Added the ability to place the annotation as the structures are drawn in the profile. Added the ability to select whether the annotation includes the pipe information. Added the ability to place the annotation oriented vertically. Corrected the placement of the pipe profiles in cases where the upstream/downstream location of the pipes ran backwards in relation to the station direction of the chain/profile. Added an information message to let the user know if a storm sewer structure was not plotted on the profile because it is outside the limits of the chain/profile. Added a generic information message to let the user know if a storm sewer pipe was not plotted because the pipe either starts before the chain/profile, or ends after the chain/profile. The message is generic and does not let the user know specifically which pipe was not plotted. Added support for drawing headwalls in the profile. Removed the word CONDUIT from the annotation of the pipe. Corrected a problem annotating structures that do not have any connecting pipes when there are other storm sewer pipes selected to be processed. ODOT_StormSewerXS.mvba, v : Removed the dash character from the annotation of individual pipe crossings. Made some adjustments to the way the application interfaces with the cross section cells to better handle station equations. Fixed a problem with the application finding the cross section cells in cases where the number of decimal places used for the Station text when the GEOPAK cells were created does not match the current GEOPAK preference value. Added support for drawing headwalls in the cross section. Added annotation to the pipe run that matches the annotation placed in the profile. ODOT_StormSewers.pdf, v : Updated documentation. ODOT_XRefNumbers.mvba, v : Corrected a variable mis-assignment that introduced a fatal error on some references to cross section files containing multiple sheet models. Updates were made to accommodate channel cross section (XD) files and to ignore any text from broken sheet cells. Code was modified to protect to run time errors due to non-graphical cell sub-elements. In order to help speed numbering of references into cross section files, new code was added to provide storage and recall of sheet number- station range information. Ohio Department of Transportation Pg. 6 of 8

20 ODOT_XSSplitSheets.mvba, v : Added error checking to ensure the user has entered the PID number and the Next File Number before the process can be initiated. Added code to account for cases where a reference attachment(s) is not found. Added code to account for the case where the display is toggled off for a reference attachment(s). Added code to handle locked elements when cleaning up the graphics in each new cross section sheet file. Added the ability to process files that were generated by GEOPAK using the One Sheet per Model option. Added code to use the sheet Title and Station Range as the name for the Sheet Model in the output files. New ODOT Applications: ODOT_GTShNumbering.mvba & ODOT_GTShNumbering.pdf, v : This new program provides numbering/renumbering of ODOT standard geotechnical sheet sets. ODOT_MstaTxtBlockCopy.mvba & ODOT_MstaTxtBlockCopy.pdf, v : This is a new program that provides the capability to perform block copying of MicroStation chart text into Excel. ODOT_StormSewerPlan.mvba, v : This new application is used to place storm sewer structures (catch basins, inlets, and manholes) and pipes. This application replaces the following applications which should be deleted: o ODOT_StormSewerPlanPipes.mvba o o ODOT_StormSewerPlanStructures.mvba The following enhancements were implemented: Added a button to copy the selected downstream structure to the upstream structure. This is useful when entering long storm sewer runs. Fixed a problem editing pipes that are placed between two storm sewer structures where the structures were placed relative to two different chains, and the downstream structure is outside the limits of the chain specified for the upstream structure. Added support for headwalls 602_HW.txt, v : This file contains values used by ODOT_StormSewerPlan.mvba to define quantities and dimensions stored with the headwall cells as they are placed. The file is in the following folder: i:\odotstd\xmstd\vba\data. Ohio Department of Transportation Pg. 7 of 8

21 ODOT_XYZMerge.mvba & ODOT_XYZMerge.pdf, v : This is a new program that provides merging for individual LiDar xyz files. ODOT_XYZScale.mvba & ODOT_XYZScale.pdf, v : This is a new program that allows user to scale, and optionally merge, one or more LiDAR ASCII xyz files. GEOPAK Road XM Files: ODOT_StormSewers.ddb, v : Added support for Item _CY.3PC, v : This is a New file used by ODOT_StormSewers.ddb for the computation of 602 Pay Item quantities. The file is stored in the following folder: i:\odotstd\xmstd\geopak\road\ddb\3pc\ pavt_shapeless.x, v : Corrected a problem where the pavement slope was sometimes being drawn incorrectly. ODOT.xssl, v : Corrected the level for the station, offset, and elevation labels. rw_label.x, v : Added support for Proposed Preliminary Right-of-Way Lines RW_Label.pdf, v : Updated documentation for the criteria file, rw_label.x. MicroStation V8i Files: Released the development CADD standards for MicroStation V8i and GEOPAK V8i. Ohio Department of Transportation Pg. 8 of 8

22 Update: October 16, 2009 MicroStation XM Files: Cell Libraries Directional05.cel, Directional07.cel, Info01.cel, Marker01.cel, Marker02.cel, Marker03.cel, Reg02.cel, Reg10.cel, Reg12.cel, Reg14.cel, Reg18.cel, Shields.cel, Warning14.cel, Warning16.cel, v : Updated the Sign Cell Libraries per the Sign Design Manual for the July 17, 2009 DRRC Update. DGN Library Files Item List Files Line Styles Pen Tables ODOT_Levels.dgnlib, v : The Bridge General Text Levels, BR_P_Gen_Text and BR_X_Gen_Text, are now included in the following Bridge Filters: Beam Bearing Details Diaphragm Drainage Prestress Railing Slab Sub Deep Foundation Sub Footing Substructure ODOT_Menu.dgnlib, v : Added ODOT_XRef_Utility.mvba to the menu (ODOT > Sheet Management > Cross References > Utility). Eitems2008.dat, v : Updated the 2008 Item Master list file. ODOT_Linestyles.rsc, v : Added the following new line styles: motdrum80 Maintenance of Traffic Drum at 80 Spacing. motdrum120 Maintenance of Traffic Drum at 120 Spacing. Fullc.pen & Halfc.pen, v : The Color pen tables were updated so when a color PDF or plot is created the text in the title bar of the plan sheet will be seen. The following was added into the color pen tables: If ((color.in ) and (level_name == "SH_Data") and (type == text)) then color = (0,0,0). Ohio Department of Transportation Pg. 1 of 3

23 Plan Notes ARRASign.not, v : The notes were updated. Highway_Lighting.not & Markings.not, v : Updated notes per the Traffic Engineering Manual for the October 16, 2009 DRRC Update. Vol1_Roadway.not, v : Updated notes per the L & D Vol. 1 Manual for the October 16, 2009 DRRC Update. VBA and MDL Applications ODOT_BridgeDetailScale_XM.mvba, v : Revised the way custom line styles, dimension, and notes are processed by the application. The application was intermittently causing dimensions and notes to lose their association. This will no longer happen with the update. ODOT_DrainageProfile1_XM.mvba, ODOT_DrainageVBA.pdf, v : Revised the way the application searches for drainage structure information in the GPK file. ODOT_DrainageProfile2_XM.mvba, ODOT_DrainageVBA.pdf, v : Changed the weight value of the text label placed for the drainage pipe to ByLevel instead of weight 1. ODOT_DrainageXS1_XM.mvba, ODOT_DrainageVBA.pdf, v : Corrected a problem listing the available cross section stations when the application finds multiple GPK files in the current Working directory. ODOT_DraiangeXS2_XM.mvba, ODOT_DrainageVBA.pdf, v : Changed the weight value of the text label placed for the drainage pipe to ByLevel instead of weight 1. ODOT_MonumentReport_XM.mvba, ODOT_MonumentReport.pdf, v : If there happens to be a GPK file in the active GEOPAK Working Directory that does not following the standard GPK file naming convention (for example: Copy of job123.gpk) a runtime error would occur and the application would not run. Code was added to trap this error. No other changes were made to the application. ODOT_SCD_List_XM.mvba, ODOT_SCD_List.pdf, v : The application was revised to generate the SCD list by reading the contents of an ASCII text file stored on the ODOT website. This will allow the application to be updated whenever a change is made to ODOT s Standard Construction Drawings without the need to issue a new version of the application. ODOT_SheetRefs.mvba, v : Minor modification to eliminate possible element linkage corruption of edited cross references. ODOT_Signs_XM.mvba, v : There was a problem using the DP button to place signs at a specific station and offset. In certain conditions the application would cause a MicroStation crash. This has been fixed. Ohio Department of Transportation Pg. 2 of 3

24 ODOT_StormSewerPlan.mvba, v : Added the ability to connect proposed storm sewer pipes to existing drainage structure cells. ODOT_StormSewerProfile,mvba, v : Fixed a problem where the pipe elevation labels were placed only on the last structure in a storm sewer profile run. New ODOT Applications: ODOT_XRef_Utility.mvba & ODOT_XRef_Utility.pdf, v : This New program that provides colored backlighting and reporting for: Text with encoded sheet cross references Text with at least one data entry region w/o a sheet cross reference Text with at least underbar field that is not a data entry region A tool is also included to add data entry regions to underbar fields that are not data entry regions. This latter is intended for use on text created outside of MicroStation (e.g. Excel, Word) that are to be used for sheet cross references. GEOPAK Road XM Files: ODOT.ddb, v : Added the following items: Proposed Plan View > MT Maintenance of Traffic > Drums > P_MD80 Drums (80 Spacing) Proposed Plan View > MT Maintenance of Traffic > Drums > P_MD120 Drums (120 Spacing) ODOT_StormSewers.ddb, v : Added item E604E Ohio Department of Transportation Pg. 3 of 3