Survey and Design Computer-Aided

Tennessee Department of Transportation

Survey & Design

COMPUTER-AIDED

DRAFTING & DESIGN

STANDARDS

All correspondence to TDOT CADD Support should be addressed to: Tennessee Department of Transportation Survey and Design Section Division CADD Support Suite 1300 James K. Polk Building Nashville, TN 37243-0348

Last Revision: February , 2002.

TABLE OF CONTENTS

Introduction....................................................................................................................... 1

Standard Parameters........................................................................................................ 1

Standard File Extensions.................................................................................................. 1

Standard Filenames .......................................................................................................... 2

Survey DGN Project Filenames ...................................................................................................... 2

Design DGN Project Filenames ...................................................................................................... 2

Data Exchange between Survey & Design Personnel .................................................... 6

GPK Naming Conventions.............................................................................................................. 6

Project Data Workflow ................................................................................................................... 6

Geopak Cogo Input Files............................................................................................................... 10

Graphical Survey Data .................................................................................................................. 11

Standard Microstation Seed File Parameters............................................................... 12

Standard Microsoft Office Templates........................................................................... 14

TDOT Letters ................................................................................................................................ 14

TDOT 2nd Sheets.......................................................................................................................... 14

TDOT Tabulated Quantities (English & Metric).......................................................................... 15

Survey............................................................................................................................................ 16

Standard Pentables ......................................................................................................... 17

Standard Libraries ......................................................................................................... 17

Standard Color Table - STDCOLOR.TBL .................................................................. 18

Patterning Using Iplot Pentables ................................................................................... 19

Plotter Line Patterns...................................................................................................................... 19

Plotter Area Patterning.................................................................................................................. 19

Standard Area Patterns and Line Weights .................................................................. 20

Standard Cell Patterning ............................................................................................... 21

Standard Text Sizes ........................................................................................................ 22

Standard Characters & Symbols................................................................................... 23

Standard Special Symbols.............................................................................................. 27

Standard Fonts - TDOTFONT.RSC ............................................................................. 28

Standard Line Styles - TDOTLINE.RSC ..................................................................... 29

To use a line style at a particular scale make the appropriate settings as follows: ....................... 29

To change the scale of element(s) using a custom linestyle: ........................................................ 29

To change the location of text or symbols on an element using a custom linestyle to improve readability or appearance: ................................................................................................ 29

To flip or reverse the display of a custom linestyle ...................................................................... 29

Custom Line Style Name List ....................................................................................................... 30

Standard Geopak Files ................................................................................................... 33

Design & Computation Manager .................................................................................................. 33

Survey Feature Preferences........................................................................................................... 33

DTM/TIN Graphic Displays ......................................................................................................... 33

Label Style Files............................................................................................................................ 33

Horizontal Alignment Spiral Curve Design Tables ...................................................................... 33

Vertical Alignment Curve “K” Value Design Table..................................................................... 33

Superelevation Preferences ........................................................................................................... 34

Drainage Files ............................................................................................................................... 35

Drainage Report Format Files ....................................................................................................... 35

Plan & Profile Sheet Production ................................................................................................... 35

3PC Files for D&C Manager......................................................................................................... 36

Typical Sections and Criteria Files ............................................................................................... 39

Roadway Typical Sections: ........................................................................................................... 40

Non-Roadway Typical Sections:................................................................................................... 41

Criteria Files:................................................................................................................................. 41

Criteria Files not used directly by the typical sections: ................................................................ 42

Metric Criteria Files: ..................................................................................................................... 43

Special Ditch & Benching Control................................................................................................ 43

Special Microstation Files for Geopak.......................................................................................... 45

Macros........................................................................................................................................... 45

Macro Interface ............................................................................................................................. 45

Microstation Configuration Variables .......................................................................................... 45

Standard Sheet Levels and Element Parameters ......................................................... 47

LEVEL STRUCTURE SUMMARY ............................................................................................ 48

Standard File Parameters: PRESENT & PROPOSED LAYOUTS.................................... 49

Standard File Parameters: PROFILES .................................................................................. 60

Standard File Parameters: CROSS-SECTIONS .................................................................. 65

Standard File Parameters: SECOND SHEETS and STANDARD DRAWINGS.............. 69

Standard File Parameters: D-T-M FILES .............................................................................. 73

Standard Cell Library Index ......................................................................................... 76

STDS.CEL & METRIC.CEL........................................................................................................ 76

SIGN.CEL & MSIGN.CEL........................................................................................................... 93

Manual Revisions............................................................................................................ 99

June, 2003...................................................................................................................................... 99

Cell Library Revisions - June, 2003............................................................................................ 100

December, 2002........................................................................................................................... 103

Cell Library Revisions - December, 2002................................................................................... 104

July, 2002 .................................................................................................................................... 106

Cell Library Revisions - July, 2002 ............................................................................................ 108

Introduction

This manual shall be used as the standard for all computer-aided drafting plansdevelopment produced by and for the Survey & Design Division of the Tennessee Department of Transportation.

Survey submissions shall be in accordance with this manual and/or modificationscontained in the consultant’s contract or as prescribed by the Regional Survey Supervisor.

Standard Parameters

In order to establish standard parameters by which drawings are to be created, thefollowing parameters have been established:

1. Accuracy Control through working units providing state wide coverage of the statecoordinate system on a design plane. This provides direct correlation of design datapoint input to the coordinate plane reference point.

2. Standard level, color, and weight assignments of design elements assigned accordingto the type of sheet being generated.

3. Cell development of over 900 cells relating to design elements, signing, sheetgeneration, etc. The standard cell libraries are STDS.CEL & SIGN.CEL for English-unit projects and METRIC.CEL & MSIGN.CEL for metric projects.

4. Standard color table STDCOLOR.TBL for standardized display of color coded design elements.

Standard File Extensions

The following table lists the TDOT standard file extensions. In order to provideconsistency with TDOT standard programs, these extensions shall be used with all Survey and Design files.

.BIN miscellaneous Binary File.

.CEL Cell Library

.CDX Cell Library Index

.DGN Project Graphics Design File.

. SHT Sheet Graphics Design File

.DTM Digital Terrain Model File (InRoads)

.TIN Digital Terrain Model File (Geopak)

.RSC miscellaneous Resource File.

.RPT Generated Report File.

.TBL Features, Color, etc., Table.

.TXT ASCII Text File.

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Standard Filenames All graphical information is to be drawn at actual size at it's corresponding state plane coordinate location. Only text and symbols( Microstation cells) are scaled to appear correctly when plotted.

Survey DGN Project Filenames The project filename will consist of the two-digit county abbreviation, three-digit ProjectRoute, the GPS project number and the file type. All files should use a .DGN extension. No spaces or extra periods should be used in any filename. The following is a more detailed explanation of the filename and its extension:

11222-33FileType.DGN The filename shall consist of the following parts:

11 two (2) letters to identify the project county location.(see county listing at the end of this section)

222 three (3) numbers to identify the project route.

-33 dash + two (2) numbers to identify the GPS project number.

FileType file type as described below

DGN = standard file extension.

Survey Project File Types:

Survey Survey Topography and Profile dataExample: DV155-01Survey.DGN

SurveySUE Survey Subsurface Utility Engineering dataExample: DV155-01SurveySUE.DGN

Design DGN Project Filenames The project filename will consist of the two-digit county abbreviation, the road name, andthe file type name. All files should use a .DGN extension except for sheet files whichshould have .SHT for the extension. For plan sheet files other than cross sections the filetype name shall consist of the sheet number only . Sheet numbers less than 10 shouldinclude a “0” prefix (Example for sheet 9A: CoRoadname09A.SHT). No spaces or extra periods should be used in any filename. The following is a more detailed explanation of the filename and its extension:

CoRoadnameFileType.DGN The filename shall consist of the following parts:

Co two (2) letters to identify the project county location.(see county listing at the end of this section)

Roadname Alphanumeric to identify the state route number or

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road name if not a state route.

FileType file type as described below

DGN standard file extension.(SHT for all plans sheets)

Design Project File Types:

Alignments Proposed Horizontal & Vertical alignment data Example: DVSR155Alignments.DGN

Proposed Proposed Horizontal & Vertical data other than alignments.Example: DVSR155Proposed.DGN

Survey2D 2D version of submitted Survey Topo and Profile data.Use original survey filename with "2D" added. Example: DV155-01Survey2D.DGN

PropertyMap Property Map dataExample: DVSR155PropertyMap.DGN.

TrafficControl Traffic Control dataExample: DVSR155TrafficControl.DGN

ErosionControl Erosion Control dataExample: DVSR155ErosionControl.DGN

DrainageMap Drainage Map dataExample: DVSR155DrainageMap.DGN

SideRoadProfiles Proposed side road profile dataExample: DVSR155SideRoadProfiles .DGN

PvtDriveProfiles Private drive profile dataExample: DVSR155PvtDriveProfiles.DGN.

SEShapes Proposed GEOPAK superelevation shapesExample: DVSR155SEShapes .DGN

Signalization Proposed Intersection Signalization dataExample: DVSR155Signalization.DGNNOTE: File in which all signalization work forintersections on the project will be done. This file will beprovided by the Special Design Division for projects whichinclude signalization for use on layout sheets

Utilities Proposed Utilities dataExample: DVSR155Utilities.DGN

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GEOPAK Pattern File Types: RoadwayPattern Roadway Cross Section pattern lines

Includes mainline & side road pattern lineswith a different color for each roadway.Example: DVSR155RoadwayPattern.DGN.

CulvertPattern Culvert Cross Section pattern linesExample: DVSR155CulvertPattern.DGN.

PvtDrivePattern Private drive pattern linesExample: DVSR155PvtDrivePattern.DGN.

GEOPAK Cross Section File Types: (Use seed file SEEDXS.DGN)

roadwayXSections Roadway Cross Section data. Substitute a specific name forroadway, mainline or side road. Each roadway’s cross sections will be in a separate DGN file.Example: DVSR155MainlineXSections.DGN.

CulvertXSections Culvert Cross Section data Example: DVSR155CulvertXSections.DGN.

Standard Sheet File Types: (Use .SHT extension)

sht# All plan sheets, one sheet per file, sheet number onlyExamples: Sheet 4 > DVSR15504.SHT ,

Sheet 4A > DVSR15504A.SHT Sheet 24 > DVSR15524.SHT Sheet 24A > DVSR15524A.SHT

roadwayXSections Roadway Cross Section sheets. Substitute a specific namefor roadway, mainline or side road. Each roadway’s cross section sheets will be in a separate DGN file.Example: DVSR155MainlineXSections.SHT

CulvertXSections Culvert Cross Section sheets Example: DVSR155CulvertXSections.SHT

4

123456789

101112131415161718192021222324252627282930313233343536373839404142434445464748

Number County AN Anderson BD Bedford BN Benton BS Bledsoe BT Blount BR CM CN

Bradley Campbell Cannon

CA Carroll CR Carter CT Cheatham CH Chester CB Claiborne CL CO

Clay Cocke

CF Coffee CK Crockett CU Cumberland DV Davidson DE Decatur DK DeKalb DS Dickson DY FA FE

Dyer Fayette Fentress

FR Franklin GB Gibson GI Giles GG GR

Grainger Greene

GD HB

Grundy Hamblen

HT Hamilton HC Hancock HM Hardeman HD Hardin HK Hawkins HW HS

Haywood Henderson

HY HI

Henry Hickman

HO Houston HU JK

Humphreys Jackson

JF Jefferson JN Johnson KN Knox LA Lake

Number County 49 LD Lauderdale 50 LW Lawrence 51 LE Lewis 52 LI Lincoln 53 LO Loudon 54 MM McMinn 55 MN McNairy 56 MC Macon 57 MD Madison 58 MA Marion 59 MS Marshall 60 MU Maury 61 ME Meigs 62 MR Monroe 63 MT Montgomery 64 MO Moore 65 MG Morgan 66 OB Obion 67 OV Overton 68 PE Perry 69 PI Pickett 70 PO Polk 71 PU Putnam 72 RH Rhea 73 RO Roane 74 RB Robertson 75 RF Rutherford 76 SC Scott 77 SQ Sequatchie 78 SE Sevier 79 SH Shelby 80 SM Smith 81 ST Stewart 82 SL Sullivan 83 SU Sumner 84 TI Tipton 85 TR Trousdale 86 UC Unicoi 87 UN Union 88 VB Van Buren 89 WR Warren 90 WS Washington 91 WA Wayne 92 WE Weakley 93 WH White 94 WM Williamson 95 WI Wilson

5

Data Exchange between Survey & Design Personnel

At different points in a project's life prior to submittal for construction certain files will be created, used and appended to by both Survey & Design personnel.

These files include: Geopak GPK coordinate/geometric database Microstation DGN topography graphics Geopak TIN digital terrain model

With this in mind the following procedures shall be followed.

GPK Naming Conventions GPK files shall be named with the project Region number plus a job number assigned bySurvey personnel as projects are started. Example: For the 30th Geopak project inRegion 2 ... job230.gpk All points, curves & spirals shall be created with a specific alpha prefix plus any otherletters or numbers desired by the user. This procedure must be followed in order toprevent overwriting previously stored data. The following prefixes will be used to name all points and curves stored in the GPK file: Division Prefix Point Example Curve Example Spiral ExampleSurvey S S105 SC105 SC105A Design D D105 DC105 DC105A Chain & Profile names shall be named using a descriptive form (such as the road name)so that it can be easily distinguishable by all personnel. Design personnel should maintainthe name of the alignment that is associated with the exist. R.O.W. flags when possible.These names can be up to a maximum of 8 characters. (Examples: SR95, GourdRd). Groundline profiles should include the word ground or grn in its name such as 95GROUND or GourdGRN. NOTE:

In order to prevent accidental overwriting of data it is recommended that all users work with the Redefine option clicked off in Geopak Cogo until you need to make a change and only then go and click this option on.

Project Data Workflow The following describes the workflow in a phased survey project. Projects not done insurvey phases will be developed by Survey personnel to completion as listed under Phase2. Additional information procedures are the same for either phased or not.

Final Scoping Report Phase Aerial Mapping shall be used for preliminary alignment and grade studies. Preliminary alignment and grade will be included as part of Final Scoping Report (FSR) document for use in survey. Other Sections shall perform environmental and historical evaluations.

by Design personnel… Topo Graphics *.DGN Create temporary 2D version of

3D DGN submitted by Aerial Surveys for reference only. No other

6

changes are to be done.

Digital Terrain Model *.TIN Create temporary TIN file from DGN digital terrain model graphics file submitted by Aerial Surveys or with USGS DEM data for alignment investigation.

Cogo Database *.GPK In temporary GPK file, horizontal & vertical alignments are developed. These chains & profiles are then submitted to Survey in Geopak Cogo input files for inclusion in the official GPK file.

Phase 1 Under Phase 1, survey personnel will provide the designer with aerial mapping and minimal field survey information for preliminary design. Scanned Tax Map property information shall be used for preliminary property work. Designer shall calculate proposed horizontal and vertical alignments, and send them to survey section when complete.

by Survey personnel… Topo Graphics *.DGN Aerial Mapping plus Survey Phase 1

Collections sent to Design when Phase 1 is complete as 3D file.

Digital Terrain Model *.TIN Original Model as compiled from Aerial Mapping and/or the Phase 1 Survey collections.

Cogo Database *.GPK Created By Survey Division

by Design personnel… Topo Graphics *.DGN Create temporary 2D version of

official DGN submitted by Survey for reference only. No other changes are to be done.

Digital Terrain Model *.TIN No changes are to be done.

Cogo Database *.GPK In Phase 1 GPK file, horizontal & vertical alignments are developed. These chains & profiles are then submitted to Survey in Geopak Cogo

7

input files for inclusion in the official GPK file.

Phase 2 Under Phase 2 survey will be completed on: property, existing right-of-way, drainage not included in Phase 1, and on utilities not included in Phase 1. Designer will begin plans development after receipt of Phase 2 survey.

by Survey personnel… Topo Graphics *.DGN Survey Phase 1 *.DGN plus anything

that has been added since Phase 1. Submit final 3D Topo file to Design.

Digital Terrain Model *.TIN Survey Phase 1 *.tin plus any changes that have been updated since the Phase 1 submittal..

Cogo Database *.GPK Survey Phase 1 *.GPK plus alignments entered by using input files, as well as any additional data collected and processed by the surveyor since the Phase 1 submittal.

by Design personnel… Topo Graphics *.DGN Create final 2D version of Phase 2

DGN submitted by Survey. This file becomes official Topo file for project. Create alignments DGN file and copy alignment data from levels 31, 32 & 33 of the 2D Topo file. Delete alignment data from the 2D Topo file. Change in label locations are done as needed to enhance plans appearance.


Cogo Database *.GPK In Phase 2 GPK file submitted by Survey further development is done as needed to complete project design.

.

8

Additional Information

by Design personnel… Topo Graphics *.DGN Submit 2D version of Phase 2

Topo DGN and alignments DGN file with marked up plots of additional Topo and/or digital terrain model information needed. No changes are to be done in Topo file from this point until received back from Survey.


Cogo Database *.GPK In project GPK file further development is done as needed to continue project design. When alignment changes have been done, new information is sent to Survey using Geopak Cogo input files. If chain names were changed the new chain name information should be

by Survey personnel… Topo Graphics *.DGN

provided as well..

If modified return 2D version of Topo DGN with marked up plots showing deletion of existing data. Submit 3D Topo file with additional information and/or updates.

Digital Terrain Model *.TIN Survey Phase 2 *.TIN plus any additional information and/or updates requested.

Cogo Database *.GPK Additional info shall be sent to Design by using Geopak Cogo input files.

After Additional Information is received

by Design personnel… Topo Graphics *.DGN Convert 3D additional information

Topo file to 2D and copy into main 2D Topo DGN. Changes in label locations are done as needed to enhance plans appearance.

9


Cogo Database

Geopak Cogo Input Files

*.GPK In project GPK file load additional info input file to bring GPK up to date. Further development is done as needed to continue project design.

To create a Geopak Cogo input file open the Geopak Cogo dialog and on the command line enter the keyin …

MAKE INPUT FILE file-name element-list

where:

file-name Name of the input file where GEOPAK commands are written. The name should include a descriptive word for contents plus the GPK umber. The extension should include the letter "i" plus the user's two letter user code. See example below.

element-list List of GEOPAK elements for which input file commands are to be created. The format for the element-list must include at least one of the following: CHAIN name CURVE name PARCEL name point number or range of point numbers PROFILE name LINE name SURVEY CHAIN name SPIRAL name ALL

NOTE: The element names may include wild card characters. Selection of a chain implies the inclusion of the store chain command but also impliesthe inclusion of additional store commands for each individual component element (e.g., point, curve, or spiral comprising the chain). It will not store points used to store curves originally that are not actually part of the chain such as PI points. These will need to be savedseparately.

Example

For user Joe Smith to create an input file for GPK project # 203 with all chains created to date … MAKE INPUT FILE chains203.ijs chain *

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To load a Geopak Cogo input file … 1. Open Geopak Cogo, key in the job number and operator code from the input filename

(not your operator code). 2. From the coordinate geometry dialog, access the pull down File > Load. 3. Click on the name you wish to load and hit OK. The name listed will be the filename

of the input file minus the job number and extension. The file will be loaded into theCogo editor which you can open for review if desired.

4. Then select the icon to Process all Commands or in the Cogo keyin field enter Read. The information will be stored.

Graphical Survey Data

All survey files shall be submitted as original versions. Additional information updates and/or changes to survey data shall be in separate files. Changed elements shall have notes attached in the update file indicating the deletion of any element necessary in previous submittals and wherever clarification is required.

All files shall be in 3D Microstation DGN format. No DXF files, IGES files, or other translation files will be accepted.

Since files provided by Survey will be in 3D and Design needs these to be in 2D for use with Geopak it will be necessary for Design personnel to convert them to 2D.

The Microstation macro 2Dfrom3D.ba can be used to do this automatically maintaining all graphics and their coordinate values. It can be accessed through the Microstation menu bar under TDOT>Generate 2D DGN from 3D or by the keyin macro 2Dfrom3D.

If converting manually using Microstation commands ... ALWAYS take the following steps in to get this done correctly: 1. Set view 1 to VI=TOP

2. Turn all the levels on in view 1

3. Fit view 1 to see all graphics

4. Go to File>Export>2D

5. On dialog under Conversion Options set to Design File View 1 No reference file conversion

6. Enter file name

7. Hit OK

11

Standard Microstation Seed File Parameters

Seed files are used as outlines to set up new design files. They contain the standard parameters used as defaults. The following are standard TDOT design file parameters: Angle format: Conventional format, measured in degrees, minutes, and seconds.

Data readout: Master units only, decimal accuracy .02 (English), .003 (metric).

Displays on/off: Default values for Microstation.

Levels: Level 1 active (LV=1), all levels on (ON=1-63).

Fonts: Font 3 active.

Cell Library, English: STDS.CEL Cell Library, metric: METRIC.CEL Color Table: STDCOLOR.TBL

Level Structure/Names: TDOTMAIN.LVL

Working units, English: SU=10, PU=100.

Global Coordinate System, English (seed files SEED2D.DGN & SEED3D.DGN): One coordinate system is to be used. Coordinate 0,0,0 is set at UOR position-1200000000,-1200000000,0 from the center of the design plane.


Global Coordinate System, English (seed file SURVSEED.DGN): One coordinate system is to be used. Coordinate 0,0,0 is set at UOR position-1200000000,-1200000000,0 from the center of the design plane. This 3D seedfile is set up for use by Survey personnel. This file is the same as SEED3D.DGNbut also includes graphics needed in topographic DGN files.

Working units, metric: SU=100, PU=100.

Global Coordinate System, metric: Two coordinate systems are to be used.

For projects in Regions One and Two (seed files EAST2D.DGN &EAST3D.DGN), coordinate 568000,0,0, is set at UOR position-2125000000,-2125000000,0 from the center of the design plane. Note that this coordinate setting was made effective as of 1/17/97.Any projects started prior to this date should have coordinate 575000,0,0, setat UOR position -2125000000,-2125000000,0 from the center of the designplane (seed files EAST2OLD.DGN & EAST3OLD.DGN),

For projects in Regions Three and Four (seed files WEST2D.DGN & WEST3D.DGN), coordinate 205000,0,0 is set at UOR position-2125000000,-2125000000,0 from the center of the design plane.

12

In conjunction with Geopak the following seed files have been developed for use with cross sections. These seed files have the coordinate displays set to show Delta X, Delta Y rather than standard X,Y coordinate values.:


Global Coordinate System, English (seed file SEEDXS.DGN (2D)): One coordinate system is to be used. Coordinate 0,0 is set at the lower left corner of the design plane.

Working units, metric: SU=100, PU=1000

Global Coordinate System, Metric (seed file SEEDXSM.DGN (2D)): One coordinate system is to be used. Coordinate 0,0 is set at the lower left corner of the design plane.

In conjunction with Microsoft Office the following seed files have been developed for use in 2nd sheet production:


Global Coordinate System, English (2D): One coordinate system is to be used.Coordinate 0,0,0 is set at UOR position -1200000000,-1200000000,0 from thecenter of the design plane.EnglishGeneralNotes.dgn, EnglishDropOffNotes.dgn, Ind&StdDwgsEng.dgn

Working units, metric: SU=100, PU=100

Global Coordinate System, Metric (2D): One coordinate system is to be used.Coordinate 205000,0,0, is set at UOR position -2125000000,-2125000000,0 fromthe center of the design plane.MetricGeneralNotes.dgn, MetricDropOffNotes.dgn, Ind&StdDwgsMet.dgn.

13

Standard Microsoft Office Templates

When the option File>New is used in Microsoft Word or Excel the template dialog box is opened showing the various blank documents/templates (*.dot or *.xlt) which can be used to create new documents.

TDOT Letters

C:\Program Files\Microsoft Office\Templates\TDOT Letters

Name Date Software

1. AccidentRequestForm.dot 3-26-03 Word

2. AdditionalSurveyRequestForm.dot 2-21-03 Excel

3. CADPlansDisclaimer.dot 12-12-00 Word

4. ConstPlansTransmittal.dot 1-26-00 Word

5. DesignExceptionRequest.dot 1-28-00 Word

6. EstimateRevisionRequest.xlt 1-28-00 Excel (Landscape)

7. EvaluationOfSurvey.dot 1-28--00 Word

8. Letterhead.dot 1-28-00 Word (Blank w/State Seal letterhead)

9. NoticeOfIntent.dot 1-16-03 Word

10. PlansRevision.dot 2-11-00 Word

11. ProjectActivityStatusSheet.dot 1-31-00 Word

12. PublicHearingNotice.dot 10-11-02 Word

13. RequestForPavementDesign.dot 2-4-00 Word

14. RoadwayDesignChecklist.dot 1-31-00 Word (Prelim., ROW & Const. Lists)

15. ROWFundingApproval.dot 2-4-00 Word

16. SoilsRequestForm.dot 1-5-01 Word

17. TrafficRequestForm.dot 4-22-02 Word

18. UtilityCADPlansDisclaimer.dot 12-12-00 Word

TDOT 2nd Sheets

C:\Program Files\Microsoft Office\Templates\TDOT 2nd Sheets

Name Date Software

1. BridgeIndex.dot 5-12-03 Word

2. BridgeQuantities.xlt 7-26-02 Excel

14

3. EnglishGeneralNotes.dot 1-23-03 Word

4. EnglishIndex&StdDwgs.dot 5-23-03 Word

5. EstimatedRoadwayQuantities.xlt 7-26-02 Excel

6. MaintQuantities.xlt 7-26-02 Excel

7. MetricGeneralNotes.dot 1-23-03 Word

8. MetricIndex&StdDwgs.dot 5-23-03 Word

9. ProjectData.xlt 10-3-01 Excel (1st worksheet for # 7, updated for December 2001 Letting)

10. ROW_Notes.txt 2-8-02 ASCII Text

TDOT Tabulated Quantities (English & Metric)

C:\Program Files\Microsoft Office\Templates\TDOT English Tab Quantities and C:\Program Files\Microsoft Office\Templates\TDOT Metric Tab Quantities

Name Date Software

BoxBridge.xlt 2-24-01 Excel

BoxCulvert.xlt 2-25-01 Excel

BridgeDrains.xlt 6-01-01 Excel

CatchBasins.xlt 2-25-01 Excel

CatchBasinsandManholes.xlt 2-25-01 Excel

CatchBasinsandManholesWithPayItems.xlt 5-24-01 Excel

ConcMedianBarrier.xlt 5-24-01 Excel

CrossDrainADTge1000.xlt 2-25-01 Excel

CrossDrainADTlt1000.xlt 2-14-01 Excel

CrossDrainFreeways.xlt 2-24-01 Excel

DropInlets.xlt 2-25-01 Excel

ErosionControl.xlt 6-01-01 Excel

Grading.xlt 2-25-01 Excel

Guardrail.xlt 5-24-01 Excel

Manholes.xlt 2-24-01 Excel

MedianDrains.xlt 2-25-01 Excel

Pavement.xlt 5-24-01 Excel (Quantities, not a schedule block)

RemovalOfBuildings&Obstructions.xlt 2-25-01 Excel

RemovalOfStructures.xlt 2-25-01 Excel

15

RipRapBasins.xlt 6-01-01 Excel

RipRapDitches.xlt 2-24-01 Excel

RoadwayApproaches.xlt 5-24-01 Excel

ROWmarkers.xlt 2-25-01 Excel

SideDrain.xlt 2-24-01 Excel

SlopeRehabilitation.xlt 2-24-01 Excel

SpringDrains.xlt 2-24-01 Excel

StormSewerPipes.xlt 2-24-01 Excel

TrafficControl.xlt 2-24-01 Excel

Trees.xlt 6-01-01 Excel(Tabulation for prop. wetlands)

UtilityOwners.xlt 2-24-01 Excel

Survey

C:\Program Files\Microsoft Office\Templates\Survey

Name Date Software

RowAcqTable.xlt 11-09-01 Excel

RowAcqMetric.xlt 7-02-01 Excel

16

Standard Pentables

In order to produce plotter patterning, pen tables are required. For IPLOT software the standard pen tables are:

Units Name Purpose English IRP336.FUL

IRP336.HAF standard (full size line weights) standard (half-size line weights)

Metric IRP336M.FUL IRP336M.HAF

standard (full-size line weights) standard (half-size line weights)

Copies of these pen tables are made available to outside sources. However, applicability is not guaranteed.

Standard Libraries

All standard libraries are maintained through the Survey and Design Office CADD Support Unit.

Color Table: STDCOLOR.TBL Standard Cell Libraries: METRIC.CEL (metric projects)

STDS.CEL (English-unit projects)

Sign Cell Libraries: MSIGN.CEL (metric projects)

SIGN.CEL (English-unit projects)

Font Resource: TDOTFONT.RSC Line Style Resource: TDOTLINE.RSC

17

Standard Color Table - STDCOLOR.TBL

The following table lists the TDOT standard color table parameters. In order to provide consistency with older drawings, this table shall be used with all Survey and Design drawings.

Number Color intensities Red Green Blue

0 White 255 255 255 1 Gray 135 135 135 2 Manila 255 205 150 3 Light blue 0 205 255 4 Blue 60 60 255 5 Orange 255 135 0 6 Red 255 0 0 7 Yellow 255 255 0 8 green 0 255 0 9 purple 170 0 170

10 violet 235 0 235 11 light purple 205 155 255 12 dark brown 135 85 85 13 light brown 205 130 100 14 olive 170 255 160 15 dark red 190 0 90 16 pink 250 0 150 17 dark blue 0 0 185 18 light gray 215 215 215 19 dark purple 110 45 130 20 light green 50 225 140 21 light pink 255 170 200 22 pale blue 0 255 255 23 pale green 180 255 185 24 yellow-green 150 255 0 25 copper 255 165 50 26 rose 255 85 85 27 blue-violet 150 0 255 28 dark green 0 175 0 29 light violet 145 85 115 30 apricot 195 85 85 31 brown 185 135 135 32 magenta 235 135 150 50 black 0 0 0

Colors 18 through 32 are used for plotter-based area patterning only, and should not be used for other purposes.

18

Patterning Using Iplot Pentables

Plotter Line Patterns Standard line patterns are created by placing lines (or arcs, etc.) of the specified line code,color, and level. Line weight will affect the weight at which the patterned line is plotted.

Description color line code level

Existing Property Lines 10 2 15

Existing ROW Lines 10 3 15

Existing Streams 4 6 17

Paper-Located Centerlines 15 0 31

Plotter Area Patterning Standard plotter area patterns are created by placing closed shapes on certain levels at aspecific color for the pattern desired. The current level structure specifies that area plotterpattern shapes can be drawn on the following levels with patterns available as listed.

Level Available Pattern Colors

8 11 (Scarify)

9 3 , 20-32 (All Dot Patterns)

10 31

47 All Pattern Colors

58 5 & 14 (Dumped Rock)

60 All Pattern Colors

The outline of the patterned shape should be duplicated on another level, in addition tothe pattern level, if the outline itself is required.

NOTE:All linear patterning previously done with pentable plotter patterns using Iplot orwith Microstation using linear pattern cells is being replaced with custom line stylesdeveloped for use in Microstation.

All area patterning previously done with pattern library area patterns using Iplot isbeing replaced by cell area patterning in Microstation.

The main reason for this change is to make our files more portable to other TDOTpersonnel as well as to agencies outside the state, many of which do not have accessto Iplot which we use to do these.

19

Standard Area Patterns and Line Weights

Standard Cell Patterning

Note that in some cases where dot patterns are used on large areas, Microstation will issue a warning that a large number of graphics are about to be produced & asks if are you sure you wish to do this. If you are sure that your pattern scale is set correctly you can ignore this message and go on. If you are not sure, cancel and go check your scale.

Table Legend: AS = Active Scale F = Factor EF = English Factor MF = Metric Factor V = Value (#) = Small Dots Intensity

Pattern Style

AP Cell

Pattern Scale

Pattern Angle

Pattern Delta (Column,Row) (V = F x AS)

Small Base Stone bstone AS x 0.5 0 0,0 Earth dearth AS 0 0,0

Extra Large Dots ddot AS x 6 0 V,V EF=.08 MF=.00200 Drainage Easement linee AS 60 V,0 EF=.15 MF=.00375

Loss of Access linee AS 60 V,0 EF=.15 MF=.00375 Small Dumped Rock dmprk AS x 0.5 0 0,0

Rip Rap riprap AS 0 0,0 Concrete conc16 AS 0 0,0

Reinforced Concrete hatch AS 0 0,0 Crown Vetch or Metal metal AS 0 V1,V2 EF=.05,.02

MF=.00125,.0005 Scarify zz AS 0 0,0

Horizontal Lines line AS 0 V,0 EF=.20 MF=.005 Vertical Lines line AS 90 V,0 EF=.20 MF=.005 Dumped Rock dmprk AS 0 0,0

45 Degree Lines line AS 45 V,0 EF=.20 MF=.005 135 Degree Lines line AS 135 V,0 EF=.20 MF=.005

Base Stone bstone AS 0 0,0 Small Dots at 60 Deg. (1) ddot AS 60 V,V EF=.08 MF=.00200 Small Dots at 90 Deg. (1) ddot AS 90 V,V EF=.07 MF=.00175 Small Dots at 45 Deg. (1) ddot AS 45 V,V EF=.07 MF=.00175 Small Dots at 90 Deg. (2) ddot AS 90 V,V EF=.06 MF=.00150 Small Dots at 60 Deg. (2) ddot AS 60 V,V EF=.06 MF=.00150 Small Dots at 90 Deg. (3) ddot AS 90 V,V EF=.05 MF=.00125 Small Dots at 45 Deg. (3) ddot AS 45 V,V EF=.05 MF=.00125 Small Dots at 90 Deg. (4) ddot AS x 2 90 V,V EF=.04 MF=.00100 Construction Easement (4) ddot AS x 2 45 V,V EF=.04 MF=.00100 Small Dots at 90 Deg. (5) ddot AS x 2 90 V,V EF=.03 MF=.00075

Slope Easement (5) ddot AS x 2 45 V,V EF=.03 MF=.00075 Small Dots at 90 Deg. (6) ddot AS x 2 90 V,V EF=.02 MF=.00050

Wetlands Mitigation Area (6) ddot AS x 2 45 V,V EF=.02 MF=.00050 Pvt. Drive Shading (6) ddot AS x 2 45 V,V EF=.02 MF=.00050

21

Standard Text Sizes

The following table provides a conversion for English-unit projects from Leroy standardsto CADD standards for the TDOT Standard Font Library.

Leroy Templ

LS 75% Char Width

Pen Size

Weight Scale Text Size (feet) LS = 0.75 times text size

AS=1 AS=1 @ FT=3 20 40 50 100 200 400 .100 .075 .098 2x0 2 2.0 4.0 5.0 10.0 20 40 .120 .090 .117 0 2 2.4 4.8 6.0 12.0 24 48 .140 .105 .136 1 4 2.8 5.6 7.0 14.0 28 56 .175 .131 .171 2 7 3.5 7.0 8.75 17.5 35 70 .200 .150 .196 3 10 4.0 8.0 10.0 20.0 40 80 .240 .180 .235 3 10 4.8 9.6 12.0 24.0 48 96 .290 .218 .283 4 13 5.8 11.6 14.5 29.0 58 116 .350 .263 .342 4 13 7.0 14.0 17.5 35.0 70 140 .425 .319 .415 5 14 8.5 17.0 21.3 42.5 85 170 .500 .375 .489 6 17 10.0 20.0 25.0 50.0 100 200 .700 .525 .684 7 20 14.0 28.0 35.0 70.0 140 280

The following table provides a conversion for metric projects from Leroy standards toCADD standards for the TDOT Standard Font Library. Note that, for metric files, text sizes for other scales can easily be extrapolated by multiplying the text size (at AS=1) bythe scale.

Leroy Templ

LS 75% Pen Size

Weight Scale Text Size (meters) LS = 0.75 times text size

(inch) (inch) 1 100 500 1000 .100 .075 2x0 2 0.0025 0.25 1.25 2.50 .120 .090 0 2 0.0030 0.30 1.50 3.00 .140 .105 1 4 0.0035 0.35 1.75 3.50 .175 .131 2 7 0.0045 0.45 2.25 4.50 .200 .150 3 10 0.0050 0.50 2.50 5.00 .240 .180 3 10 0.0060 0.60 3.00 6.00 .290 .218 4 13 0.0075 0.75 3.75 7.50 .350 .263 4 13 0.0090 0.90 4.50 9.00 .425 .319 5 14 0.0110 1.10 5.50 11.00 .500 .375 6 17 0.0125 1.25 6.25 12.50 .700 .525 7 20 0.0175 1.75 8.75 17.50

For all projects (English and metric), the line spacing (LS=__) should always be set to 75% of text size at any scale.

22

Standard Characters & Symbols The following table shows which characters or symbols are available in a given font, along with the octal code for that symbol. A check mark in a column for a font indicates that the symbol described at left is available in that font. A character or symbol other than a check mark indicates that the octal code is used for the symbol shown for that font, rather than the standard symbol. A blank indicates that the symbol is not available and that the octal code is undefined in that particular font (in a design file, an undefined character will appear as a blank).

DEC OCT char name font 0 1 2 3 5 7 11 12 13 14 23 41 42 008 010 ^H backspace � � � � � � � � � � � � 009 011 ^I horizontal tab � � � � � � � � � � � � 032 040 space � � � � � � � � � � � � � 033 041 ! exclamation point � � � � � � � � � � � � � 043 042 “ double quote � � � � � � � � � � � � 035 036

043 # number sign 044 $ dollar sign

� �

� �

� �

� �

� �1

� �

� �

� �

� � �

� �

� � �

037 045 % per cent sign � � � � � � � � � � � 038 046 & ampersand � � � � � � � � � � � � � 039 047 ‘ apostrophe � � � � � � � � � � � 040 050 ( open parenthesis � � � � � � � � � � � � 041 051 ) close parenthesis � � � � � � � � � � � � 042 052 * asterisk � � � � � � � � � � � 043 053 + plus � � � � � � � � � � 044 054 , comma � � � � � � � � � � � � � 045 055 - hyphen � � � � � � � � � � � � � 046 056 . period � � � � � � � � � � � � � 047 057 / slash � � � � � � � � � � � 048 060 0 zero � � � � � � � � � � � 049 061 1 one � � � � � � � � � � � � � 050 062 2 two � � � � � � � � � � � � � 051 063 3 three � � � � � � � � � � � � � 052 064 4 four � � � � � � � � � � � � � 053 065 5 five � � � � � � � � � � � � � 054 066 6 six � � � � � � � � � � � � � 055 067 7 seven � � � � � � � � � � � � � 056 070 8 eight � � � � � � � � � � � � � 057 071 9 nine � � � � � � � � � � � � � 058 072 : colon � � � � � � � � � � � � � 059 073 ; semicolon � � � � � � � � � � � � � 060 074 < less than � � � � � � � � � � 061 075 = equal � � � � � � � � � � � 062 076 > greater than � � � � � � � � � � 063 077 ? question mark � � � � � � � � � � � � � 064 100 @ commercial at � � � � � � � � � � � 065 101 A upper-case A � � � � � � � � � � � � 066 102 B upper-case B � � � � � � � � � � � � 067 103 C upper-case C � � � � � � � � � � � � 068 104 D upper-case D � � � � � � � � � � � � 069 105 E upper-case E � � � � � � � � � � � � 070 106 F upper-case F � � � � � � � � � � � � 071 107 G upper-case G � � � � � � � � � � � � 072 110 H upper-case H � � � � � � � � � � � �

1 diameter symbol 23

DEC OCT char name font 0 1 2 3 5 7 11 12 13 14 23 41 42 073 074 075 076 077 078 079 080 081 082 083 084 085 086 087 088 089 090 091 092 093 094 095 096 097 098 099 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 121 122 123

111 112 113 114 115 116 117 120 121 122 123 124 125 126 127 130 131 132 133 134 135 136 137 140 141 142 143 144 145 146 147 150 151 152 153 154 155 156 157 160 161 162 163 164 165 166 167 170 171 172 173

I J K L M N O P Q R S T U V W X Y Z [ \ ] ^ _ ` a b c d e f g h i j k l m n o p q r s t u v w x y z {

upper-case I upper-case J upper-case K upper-case L upper-case M upper-case N upper-case O upper-case P upper-case Q upper-case R upper-case S upper-case T upper-case U upper-case V upper-case W upper-case X upper-case Y upper-case Z open bracket backslash close bracket circumflex underline grave accent lower-case a lower-case b lower-case c lower-case d lower-case e lower-case f lower-case g lower-case h lower-case i lower-case j lower-case k lower-case l lower-case m lower-case n lower-case o lower-case p lower-case q lower-case r lower-case s lower-case t lower-case u lower-case v lower-case w lower-case x lower-case y lower-case z open brace

� � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � �

� � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � �

� � � � � � � � � � � � � � � � � � � �2

� �3

� �4

� � � � � � � � � � � � � � � � � � � � � � � � � � �

� � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � cl5

� � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � cl

� � � � � � � � � � � � � � � � � �

� � � � � � � � � � � � � � � � � � � � � � � � � � �

� � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � �

� � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � �

� � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � �

� � � � � � � � � � � � � � � � � � �

�

� � � � � � � � � � � � � � � � � � � � � � � � � � �

� � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � �

� � � � � � � � � � � � � � � � � �

� � � � � � � � � � � � � � � � � � � � � � � � � �

2 plus-or-minus symbol 3 degree symbol 4 theta 5 centerline symbol

24

DEC OCT char name font 0 1 2 3 5 7 11 12 13 14 23 41 42 124 125 126 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 169 170 171 172 173 174 175 176 177

174 175 176 201 202 203 204 205 206 207 210 211 212 213 214 215 216 217 220 221 222 223 224 225 226 227 230 231 232 233 234 235 236 237 240 241 242 243 244 245 246 247 250 251 252 253 254 255 256 257 260 261

| } ~

vertical line close brace tilde fraction 1/2 fraction 1/4 fraction 3/4 fraction 1/8 fraction 3/8 fraction 5/8 fraction 7/8 fraction 1/16 fraction 3/16 fraction 5/16 fraction 7/16 fraction 9/16 fraction 11/16 fraction 13/16 fraction 15/16 fraction 1/32 fraction 3/32 fraction 5/32 fraction 7/32 fraction 9/32 fraction 11/32 fraction 13/32 fraction 15/32 fraction 17/32 fraction 19/32 fraction 21/32 fraction 23/32 fraction 25/32 fraction 27/32 fraction 29/32 fraction 31/32 fraction 1/64 fraction 3/64 fraction 5/64 fraction 7/64 fraction 9/64 fraction 11/64 fraction 13/64 fraction 15/64 fraction 17/64 fraction 19/64 fraction 21/64 fraction 23/64 fraction 25/64 fraction 27/64 fraction 29/64 fraction 31/64 fraction 33/64 fraction 35/64

� � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � �

� � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � �

cl � �8

� � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � �

� pl6

� � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � �

� bl7

� � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � �

� � �

� � �

� � �

� � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � �

6 property line symbol 7 baseline symbol 8 delta

25

DEC OCT char name font 0 1 2 3 5 7 11 12 13 14 23 41 42 178 262 fraction 37/64 � � � � � � 179 263 fraction 39/64 � � � � � � 180 264 fraction 41/64 � � � � � � 181 265 fraction 43/64 � � � � � � 182 266 fraction 45/64 � � � � � � 183 267 fraction 47/64 � � � � � � 184 270 fraction 49/64 � � � � � � 185 271 fraction 51/64 � � � � � � 186 187 188 189

272 273 274 275

fraction 53/64 fraction 55/64 fraction 57/64 fraction 59/64

� � � �

� � � �

� � � �

� 29

310

�11

� � � �

� � � �

190 191

276 277

fraction 61/64 fraction 63/64

� �

� �

� �

�12

bl13 � �

� �

200 310 � plus/minus � �

9 superscript 2 (squared)10 superscript 3 (cubed) 11 diameter symbol 12 mu (micro symbol) 13 baseline symbol

26

Standard Special Symbols

Font #3

to get: enter:

centerline symbol { left brace

property line symbol } right brace

baseline symbol 63/64 63/64

delta (�) ~ tilde

theta (�) ` left single quote (accent)

degree (�) ^ caret

plus-or-minus (�) \ backslash

diameter (�) 59/64 59/64

micro (�) 61/64 61/64

squared (superscript 2; 2) 55/64 55/64

cubed (superscript 3; 3) 57/64 57/64

Font #5

Font #5 is to be used only on Standard Drawings.

to get: enter:

centerline symbol { left brace

baseline symbol } right brace

delta (�) ~ tilde

theta (�) ` left single quote (accent)

degree (�) ^ caret

plus-or-minus (�) \ backslash

diameter (�) $ dollar

27

Standard Fonts - TDOTFONT.RSC

Microstation cannot display a font that is absent from the font library.

All text fonts, except Font #7, are arranged so that the same character will have the sameheight in any font at the same text size.

The standard text font is Font #3. This is an equal-space font, designed to approximate the appearance of Leroy lettering. Font #3 should always be used for TDOT work, unless there is a good reason to use another one. Font #2 is a proportional-space version of Font#3. It may used when available space for text is small and it is desirable not to reduce thetext size. Font #5 is a modified version of Font #3, to be used for Standard Drawings by Special Design.

Font #1 is a proportional-space font, with tighter packing than Font #2. It is suppliedwith Micro-Station, and is not as close a match to Leroy lettering as Fonts #2 or #3, but itmay be used in extremely tight spacing. Font #0 is an equal-space version of Font #1.As it is not a close match to Leroy lettering, there is no reason for CADD operators to useit. (It does have a few computer-related uses).

Font #4 is a pattern font and should never be used in a design file.

Fonts #6 and #9 are symbol fonts used on by the Survey Division for existing features.Font #6 is the preferred font. Fonts #90, #93 and #94 are symbol fonts used by the Design Division.

Font #64 is a special "red-lining" font, which will not plot when the standard Iplot pentables are used. It should be used when it is desirable to make notes in a project filewhich should not appear on the project prints.

Fonts #7, #11, #12, #13, #14, #15, #23, #41 and #42 are Microstation-supplied fonts, andshould not be used often; most of them take considerable processor time to plot. Unlike every other text font listed here, characters in Font #7 are not the same height (for a given text size) as they would be in another font. Font #11 mimics the appearance of printedmaterial; it is occasionally useful for fancy headings, etc. Font #12 is an italic version of Font #11. Font #13 mimics the appearance of typed material. Font #14 is (more or less)a cursive font. Font #15 is (more or less) a Gothic font, and is difficult to read, except at large text sizes. Font #23 is an italic version of font #1. It is difficult to read at small text sizes. Font #41 mimics a style of hand-lettering popular in some drafting environments. Font #42 is a block letter style, and is occasionally useful for headings, etc.

Blue Highway Condensed, Font #195 is provided for use when Windows based files are linked to Microstation design files.

All fonts specifically used by the Design Division are described above. Several otherfonts are found in the font resource file. These include the standard fonts used by theMapping Division and the Structures Division. A combined font resource file is used to provide for the sharing of files between divisions.

28

Standard Line Styles - TDOTLINE.RSC

This file contains custom line styles used by the Survey & Design Division. The file wascreated in 2D so line styles can be used in 2D or 3D design files. All line styles arecreated at a scale of 1. Custom line styles are used automatically by TDOT’s GeopakD&C manager and Survey feature table.

To use a line style at a particular scale make the appropriate settings as follows: 1. Go to the linestyle selection tool and choose Custom or

keyin LINESTYLE SETTINGS. 2. In the custom line style dialog click the Show Details button to see the full dialog. 3. Click on the Scale Factor button if not already on and set the scale to the scale value

desired. 4. Choose the appropriate linestyle by double clicking on it. 5. Use whatever element placement tool needed and appearance will be as desired. NOTE: All line styles were built in an English design file. To use for metric projectsmultiply desired scale by .025. Example: For 500 scale...... 500 X .025 = 12.5

To change the scale of element(s) using a custom linestyle: 1. Fence the elements, group together with a selection set or identify one at a time once

the settings are made. 2. Repeat steps 1-4 as listed above to set scale and style desired. 3. Then use the Change Element Attributes tool to change the line style of the

element(s). or... Fence the elements, group together with a selection set or identify a single elementafter keyin.

4. Keyin CHANGE LINESTYLE SCALE (new scale)

To change the location of text or symbols on an element using a custom linestyle to improve readability or appearance: 1. On the Change Attributes tool box get the Modify Linestyle command. Set the tool

settings bar to Shift. 2. Identify element with a data point and then move cursor left or right to shift symbols. 3. Data point to accept new location. NOTE: You can also access this thru the keyin... MODIFY LINESTYLE SHIFT

or from the TDOT drop down menu bar under Custom Line Styles. Example: This is a great way to fix short property lines on which a PL symbol did not

show up.

To flip or reverse the display of a custom linestyle 1. On the B Spline Modify Curves tool box get the Change Element Direction

command. 2. Identify the beginning of element with a data point and then data point near the other

end to indicate the new beginning location. NOTE: You can also access this thru the keyin... CHANGE DIRECTION

or from the TDOT drop down menu bar under Custom Line Styles

29

Custom Line Style Name List

0 BLANK 1"GAS LINE 1"GAS LINE PROP 1"SUE GAS LINE 1"SUE WATER LINE 1"WATER LINE 1"WATER LINE PROP 1-1/2"GAS LINE 1-1/2"GAS LINE PROP 1-1/2"WATER LINE 1-1/2"WATER LINE PROP 1-1/4"GAS LINE 1-1/4"GAS LINE PROP 1-1/4"SUE GAS LINE 1-1/4"SUE WATER LINE 1-1/4"WATER LINE 1-1/4"WATER LINE PROP 1/2"GAS LINE 1/2"GAS LINE PROP 1/2"SUE GAS LINE 1/2"SUE WATER LINE 1/2"WATER LINE 1/2"WATER LINE PROP 10"FMS LINE 10"FMS LINE PROP 10"GAS LINE 10"GAS LINE PROP 10"SA LINE 10"SA LINE PROP 10"ST LINE 10"SUE GAS LINE 10"SUE SA LINE 10"SUE WATER LINE 10"WATER LINE 10"WATER LINE PROP 12"FMS LINE 12"FMS LINE PROP 12"GAS LINE 12"GAS LINE PROP 12"SA LINE 12"SA LINE PROP 12"ST LINE 12"SUE GAS LINE 12"SUE SA LINE 12"SUE WATER LINE 12"WATER LINE 12"WATER LINE PROP 14"FMS LINE 14"FMS LINE PROP 14"SA LINE 14"SA LINE PROP 14"ST LINE 14"SUE GAS LINE 14"SUE SA LINE 14"SUE WATER LINE 14"WATER LINE

14"WATER LINE PROP 15"ST LINE 15"SUE GAS LINE 15"SUE SA LINE 15"SUE WATER LINE 15"WATER LINE 15"WATER LINE PROP 16"FMS LINE 16"FMS LINE PROP 16"GAS LINE 16"GAS LINE PROP 16"SA LINE 16"SA LINE PROP 16"ST LINE 16"SUE GAS LINE 16"SUE SA LINE 16"SUE WATER LINE 16"WATER LINE 16"WATER LINE PROP 18"FMS LINE 18"FMS LINE PROP 18"SA LINE 18"SA LINE PROP 18"ST LINE 18"SUE GAS LINE 18"SUE SA LINE 18"SUE WATER LINE 18"WATER LINE 18"WATER LINE PROP 2"FMS LINE 2"FMS LINE PROP 2"GAS LINE 2"GAS LINE PROP 2"SUE GAS LINE 2"SUE WATER LINE 2"WATER LINE 2"WATER LINE PROP 20"FMS LINE 20"FMS LINE PROP 20"SA LINE 20"SA LINE PROP 20"ST LINE 20"SUE GAS LINE 20"SUE SA LINE 20"SUE WATER LINE 20"WATER LINE 20"WATER LINE PROP 22"FMS LINE 22"FMS LINE PROP 22"SA LINE 22"SA LINE PROP 22"ST LINE 22"SUE GAS LINE 22"SUE SA LINE 22"SUE WATER LINE 22"WATER LINE

22"WATER LINE PROP 24"FMS LINE 24"FMS LINE PROP 24"GAS LINE 24"GAS LINE PROP 24"SA LINE 24"SA LINE PROP 24"ST LINE 24"SUE GAS LINE 24"SUE SA LINE 24"SUE WATER LINE 24"WATER LINE 24"WATER LINE PROP 26"FMS LINE 26"FMS LINE PROP 26"GAS LINE 26"GAS LINE PROP 26"SA LINE 26"SA LINE PROP 27"SA LINE 27"SA LINE PROP 27"ST LINE 27"SUE GAS LINE 27"SUE SA LINE 27"SUE WATER LINE 27"WATER LINE 27"WATER LINE PROP 28"FMS LINE 28"FMS LINE PROP 28"SA LINE 28"SA LINE PROP 3"GAS LINE 3"GAS LINE PROP 3"SUE GAS LINE 3"SUE WATER LINE 3"WATER LINE 3"WATER LINE PROP 3/4"GAS LINE 3/4"GAS LINE PROP 3/4"SUE GAS LINE 3/4"SUE WATER LINE 3/4"WATER LINE 3/4"WATER LINE PROP 30"FMS LINE 30"FMS LINE PROP 30"GAS LINE 30"GAS LINE PROP 30"SA LINE 30"SA LINE PROP 30"ST LINE 30"SUE GAS LINE 30"SUE SA LINE 30"SUE WATER LINE 30"WATER LINE 30"WATER LINE PROP 32"SA LINE PROP

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32"ST LINE 32"SUE GAS LINE 32"SUE SA LINE 32"SUE WATER LINE 32"WATER LINE 32"WATER LINE PROP 34"SA LINE 34"SA LINE PROP 34"ST LINE 34"SUE GAS LINE 34"SUE SA LINE 34"SUE WATER LINE 34"WATER LINE 34"WATER LINE PROP 36"GAS LINE 36"GAS LINE PROP 36"SA LINE 36"SA LINE PROP 36"ST LINE 36"SUE GAS LINE 36"SUE SA LINE 36"SUE WATER LINE 36"WATER LINE 36"WATER LINE PROP 4"FMS LINE 4"FMS LINE PROP 4"GAS LINE 4"GAS LINE PROP 40"SA LINE 40"SA LINE PROP 4"SUE GAS LINE 4"SUE WATER LINE 4"WATER LINE 4"WATER LINE PROP 4"SA LINE 4"SA LINE PROP 40"ST LINE 40"SUE GAS LINE 40"SUE SA LINE 40"SUE WATER LINE 40"WATER LINE 40"WATER LINE PROP 42"SA LINE 42"SA LINE PROP 42"ST LINE 42"SUE GAS LINE 42"SUE SA LINE 42"SUE WATER LINE 42"WATER LINE 42"WATER LINE PROP 45"SA LINE 45"SA LINE PROP 45"ST LINE 45"SUE SA LINE 45"SUE WATER LINE 48"SA LINE 48"SA LINE PROP 48"ST LINE

48"SUE SA LINE 48"SUE WATER LINE 5/8"GAS LINE 5/8"GAS LINE PROP 54"SA LINE 54"SA LINE PROP 54"ST LINE 54"SUE SA LINE 6"FMS LINE 6"FMS LINE PROP 6"GAS LINE 6"GAS LINE PROP 6"SA LINE 6"SA LINE PROP 6"SUE GAS LINE 6"SUE SA LINE 6"SUE WATER LINE 6"WATER LINE 6"WATER LINE PROP 60"SA LINE 60"SA LINE PROP 60"ST LINE 60"SUE SA LINE 66"SA LINE 66"SA LINE PROP 66"ST LINE 66"SUE SA LINE 72"SA LINE 72" SA LINE PROP 72"ST LINE 72"SUE SA LINE 8"FMS LINE 8"FMS LINE PROP 8"GAS LINE 8"GAS LINE PROP 8"SA LINE 8"SA LINE PROP 8"SUE GAS LINE 8"SUE SA LINE 8"SUE WATER LINE 8"WATER LINE 8"WATER LINE PROP BARRICADE BARRIER WALL PORT BERM BRIDGE DRAIN 18" PROP C&G 4-30 M C&G 4-36 M C&G 4-42 M C&G 6-30 C&G 6-33 M C&G 6-36 C&G 6-39 M C&G 6-42 C&G 6-45 M CABLE CABLE (UG) CABLE (UG) PROP

CABLE PROP CENTER LINE CITY LINE CLTEMP CONTINUOUS COUNTY LINE Curb 4" M Type A Curb 4" M Type B Curb 6" M Type A Curb 6" M Type B Curb 6" Type A Curb 6" Type B DASH DASH3 DIMENSION LINE DITCH SPEC DIV CHAN TEMP DOTS FB TYPE EC IV FB TYPE EC V FENCE FIBER (UG) FIBER (UG) PROP FIBER OPTIC FIBER OPTIC PROP FILTER BARRIER FMS LINE FMS LINE PROP FOREST LINE GAS LINE GAS LINE PROP GR Br End Prop GR Br Rail Prop GR Term Inline GR Term Type 12 GR Term Type 13 GR Term Type 21 GR Term Type 38 GRID LINE GUARDRAIL LT GUARDRAIL MED GUARDRAIL MED PROP GUARDRAIL RT GUARDRAIL SIN PROP GUY GUY PROP HATCH IN (CW) HATCH OUT (CW HAY BALES HEDGE LEADER LARGE LEADER LINE LEADER SMALL LONG DASH DOT LONG SHORT DASH LONG TWO SHORT MEDIAN SLOPE OH WIRE XING

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P/C P/C PROP P/T P/T PROP P/T/C P/T/C PROP PAP LOC CL PIPE CULVERT 18" PROP PIPE CULVERT 24" PROP PIPE CULVERT 30" PROP PIPE CULVERT 36" PROP PIPE CULVERT 42" PROP PIPE CULVERT 48" PROP PIPE CULVERT 54" PROP PIPE CULVERT 60" PROP PIPE CULVERT 66" PROP PIPE CULVERT 72" PROP PIPE CULVERT 78" PROP PIPE CULVERT 84" PROP POWER POWER PROP POWER (UG) POWER (UG) PROP POWER/CABLE POWER/CABLE PROP ProfileGrid PROPERTY Property w/fn PVMT MRK 10-30 W 4" PVMT MRK 10-30 W 6" PVMT MRK 2-4 W 4" PVMT MRK 2-4 W 6" PVMT MRK 2-4 W 8" PVMT MRK 3-12 W 8" PVMT MRK DBL 10-30 LT Y 4" PVMT MRK DBL 10-30 RT Y 4" PVMT MRK DBL SOL Y 4" PVMT MRK REMOVE STRIP PVMT MRK SOL W 12" PVMT MRK SOL W 24" PVMT MRK SOL W 4" PVMT MRK SOL W 6" PVMT MRK SOL W 8" PVMT MRK SOL Y 12" PVMT MRK SOL Y 4" PVMT MRK SOL Y 6" PVMT MRK TEMP STRIP RAILROAD RETAINING WALL ROCK WALL

ROW CA FENCE PROP ROW CA PROP ROW FENCE EX ROW LINE SA SEWER SAND BAG SAND BAG2 SIDE DRAIN 18" PROP SIDE DRAIN 24" PROP SIDE DRAIN 30" PROP SIDE DRAIN 36" PROP SIDE DRAIN 42" PROP SIDE DRAIN 48" PROP SIDE DRAIN 54" PROP SIDE DRAIN 60" PROP SIDE DRAIN 66" PROP SILT FENCE SILT FENCE BACKED SILT FENCE ENHANCED SLOPE DRAIN 10" TEMP SLOPE DRAIN 12" TEMP SLOPE DRAIN 15" TEMP SLOPE DRAIN 18" TEMP SLOPE DRAIN 8" TEMP SOLID ST SEWER ST SEWER 12" PROP ST SEWER 12" PROP CL4 ST SEWER 12" PROP CL5 ST SEWER 15" PROP ST SEWER 15" PROP CL4 ST SEWER 15" PROP CL5 ST SEWER 18" PROP ST SEWER 18" PROP CL4 ST SEWER 18" PROP CL5 ST SEWER 24" PROP ST SEWER 24" PROP CL4 ST SEWER 24" PROP CL5 ST SEWER 30" PROP ST SEWER 30" PROP CL4 ST SEWER 30" PROP CL5 ST SEWER 36" PROP ST SEWER 36" PROP CL4 ST SEWER 36" PROP CL5 ST SEWER 42" PROP ST SEWER 42" PROP CL4 ST SEWER 42" PROP CL5 ST SEWER 48" PROP ST SEWER 48" PROP CL4 ST SEWER 48" PROP CL5

ST SEWER 54" PROP ST SEWER 54" PROP CL4 ST SEWER 54" PROP CL5 ST SEWER 60" PROP ST SEWER 60" PROP CL4 ST SEWER 60" PROP CL5 ST SEWER 66" PROP ST SEWER 66" PROP CL4 ST SEWER 66" PROP CL5 ST SEWER 72" PROP ST SEWER 72" PROP CL4 ST SEWER 72" PROP CL5 ST SEWER 78" PROP ST SEWER 78" PROP CL4 ST SEWER 78" PROP CL5 ST SEWERM 1050 PROP ST SEWERM 1200 PROP ST SEWERM 1350 PROP ST SEWERM 1500 PROP ST SEWERM 300 PROP ST SEWERM 375 PROP ST SEWERM 450 PROP ST SEWERM 600 PROP ST SEWERM 750 PROP ST SEWERM 900 PROP STATE LINE STREAM SUE FIBER SUE GAS LINE SUE P/T SUE POWER SUE SA SEWER SUE TV SUE UNKNOWN SUE WATER LINE SWAMP LINE T/C T/C PROP TELEPHONE TELEPHONE PROP TELEPHONE (UG) TELEPHONE (UG) PROP TV(UG) TYPE 12 SLOPE TYPE 21 SLOPE TYPE 38 SLOPE WATER LINE WATER LINE PROP

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Standard Geopak Files

The files described below control design and drafting produced with Geopak software.The TDOT standard directory location for these files is …

C:\GeopakStandards\

Design & Computation Manager tdot.ddb Controls Horizontal & Vertical Alignment displays, drafting

standards for all general project linework and calculates quantities from Microstation graphics.

Survey Feature Preferences TNDOT.smd Controls graphical display of survey data. Used with COGO to

visualize items stored in the GPK file.

DTM/TIN Graphic Displays tdot.lpf Used in conjunction with the Load DTM Features dialog. Controls

graphical displays from digital terrain model data such as contours,surface boundaries and DTM elements.

Label Style Files tdotdef_plan.lsf Used with the Plan View Labeler to place standard labels.

tdotdef_prof.lsf Used with the Profile Labeler to place standard labels.

tdotdef_xs.lsf Used with the Cross Section Labeler to place standard labels.

tdotdef_drainage.lsf Used with the Drainage Labeler to place standard labels.

Horizontal Alignment Spiral Curve Design Tables Used in conjunction with Horizontal Alignment Generator to design spiral curves based on the superelevation emax rate and the design speed in miles perhour. These are based on the standard roadway drawings RD-SE-2 and RD-SE-3.

HA_spiral_emax4.tbl 0.04 (4 %) superelevation emax rate




Vertical Alignment Curve “K” Value Design Table tdot.kvl Used in conjunction with Profile Generator to design vertical

curves based on “K” values and the design speed in miles per hour.

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tdot01.kvl Used in conjunction with Profile Generator to design vertical curves based on “K” values and the design speed in miles per hour.This table uses values from the RD01 standard roadway drawings.

Superelevation Preferences These files have been developed to apply TDOT standard superelevation based onthe values and procedures indicated on the standard roadway drawings RD-SE-2 and RD-SE-3.

tennessee.sep superelevation preferences

Tenn-RadiusTable_e.csv superelevation rates based on radius, max rate and design speed

Tenn-eTable_I.csv transition lengths based on the number of lanes, superelevation rate and design speed

To use these files … 1. In Microstation on the drop down menu bar go to …

Applications>Geopak Road>User Preferences. 2. On the User Preferences dialog flip the option to the right of Superelevation

Preferences to read Geopak 2000. 3. On the User Preferences dialog click the option Superelevation Preferences. 4. If the tennessee.sep is not loaded automatically go to the drop down menu

File>Open and load tennessee.sep. 5. Click OK to close this dialog & save the settings and do the same when you return to

the User Preferences dialog. At this point you should now be able to access TDOT's superelevation preferencesthrough the GEOPAK Automated Superelevation dialog. Click on the Preference File field drop down arrow and choose tennessee. Under the e Selection field clicking its drop down arrow gives you the following e max choices:

4% e max urban desirable 6% e max urban allowable 8% e max rural desirable 10% e max rural allowable

Under the L Selection field clicking its drop down arrow gives you the followingroadway lanes choices:

2 Lane 4 Lane 6 Lane

If the Preference File , e Selection or L Selection options do not show go to drop down option User>Directories on the GEOPAK Automated Superelevation dialog and click Default or Select to set directory paths to find these files.

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Drainage Files

TDOTEnglish.dlb Geopak drainage library containing standard TDOT rainfall data tables, land use area designations, drainage nodes (catch basins, manholes & junction boxes), drainage links (pipes & boxes) and tangent spread sections. See documentation file TDOTGeopakDrainageNodes.pdf for a listing of all drainage nodes and their control values.

DrainageProject.gdf Template file for creating new Geopak drainage projects for TDOT projects. Once this file is copied for a new project the user should open the Project> Preferences dialog under the Geopak Drainage menu bar and set the project specific values under Project Components, Rainfall Parameters and Land Use Options.

Drainage Report Format Files

Used in conjunction with Geopak Drainage Report Generator to create csv formatted files for import into Excel quantity tabulation blocks.

TDOTnodes.drf data for drainage nodes (catch basins, manholes, junction boxes)

TDOTlinks.drf data for drainage links (storm sewer pipes & boxes)

TDOTculverts.drf data for drainage culverts (crossdrains & sidedrains)

Plan & Profile Sheet Production Used in conjunction with the Plan & Profile Sheet dialog to produce plans sheets.

PRESNT.dat full present layout sheets

PLAN.dat full plan layout sheets

PLNPRO.dat split plan/profile sheets

PROFLE.dat full profile sheets

PLNPLN.dat split plan/plan layout sheets (continuous stationing)

Used in conjunction with the Geopak 2001+ Plan & Profile Sheet dialog to produce plans sheets.

tdot.psl plan sheet library with settings to produce full present layout sheets, full plan layout sheets, full profile sheets , split plan/profile

sheets and split plan/plan layout sheets (set up with the same station limit on top & bottom for project phase layouts such as used for traffic control or erosion control sheets)

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3PC Files for D&C Manager These 3 port criteria files or 3PC files as they are commonly called work in conjunctionwith the D&C manager to produce special graphic displays. See PDF documentation fileD&CManagerPrograms.pdf for complete workflows and methods of use for theseprograms. The TDOT standard directory location for these files is …

C:\GeopakStandards\3PC\ draw_horiz_points.x Uses text symbol characters to mark all points on roadway D&C: HA Points horizontal alignments. Curve PIs also include short tangent

lines with the PI symbol. All alignment graphics must bevisible in View #1. Multiple alignments can be processed. As each alignment is completed an option to do another is offered.

draw_horiz_points_PvtDr.x Draw horizontal alignment points for private drives. D&C: HA Driveway Pts

draw_horiz_points_ Ditches.x Draw horizontal alignment points for special ditches. D&C: HA Ditch Pts

draw_horiz_points_ Stream.x Draw horizontal alignment points for exist. streams. D&C: HA Stream Pts

draw_func_horiz_points.x Draw horizontal alignment points for Functional Division D&C: HA Points F roadway horizontal alignments.

draw_vert_points.x Uses text symbol characters to mark VPCs & VPTs on D&C: VA Points roadway vertical alignment curves as well as the begin and

end of the vertical alignment if they are not curve points. All alignment graphics must be visible in View #1 and a Geopak profile cell must be present.

draw_ vert _points_PvtDr.x Draw vertical alignment points for private drives. D&C: VA Driveway Pts

draw_ vert _points_ Ditches.x Draw vertical alignment points for special ditches. D&C: VA Ditch Pts

draw_profile_grid.x Draws working profile grid in profile area. D&C: Profile Grid

draw_cb.x Draws existing storm and sanitary sewer catch basins, drop D&C: Ex SA/ST System inlets & manholes as well as connecting pipes on profile

using plan view graphics. Includes annotation of structures and pipes. Produces error log for missing data, etc. Used by Survey personnel.

draw_contrl_pt_table.x Builds control point table for placement in plan view. Table D&C: Cntrl Pt Table data must be edited to show point numbers, coordinate

decimals to 4 places and elevations for benchmarks. Used by Survey personnel.

bmonpro.x Plots benchmarks with annotation from plan view on to D&C: BMonPro profile. Used by Survey personnel.

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ohonpro.x Plots overhead utility line crossings with standard D&C: OHonPro annotation from plan view on to profile. Annotation must

be edited to show actual wire types and numbers at each crossing. Used by Survey personnel.

ew__labels.x This application is set up to work in conjunction with a D&C: Earthwork Text Microstation macro named ew_labels.ba to add earthwork

text prefixes & suffixes to the earthwork text file usedwhen setting up cross section sheets to annotate earthwork areas.

place_row_flags.x This application reads a selection set of proposed D&C: ROW Flags R.O.W. lines and calculates & then places station

and offset flags at each break and if desired R.O.W.markers are placed as well.

place_row_marker.x This application reads a selection set of 2 adjoining D&C: ROW Marker proposed R.O.W. lines, calculates the angles & then

places the appropriate R.O.W. marker and labels it.

place_Br_end_GR.x This application plots the standard length of bridge D&C: GR Br End Prop. end guardrail (26' 10 3/4").

place_12_2to1_terminal.x This application plots a type 12 guardrail terminal, D&C: GR Term 12_2:1 the 13:1 taper and curve to tie to the guardrail at the

roadside. A type text label is also placed for the terminal as well as a point at the terminal location for later use in calculatingquantities. The special slope limit lines used by cross section criteria to show padsand alter side slopes are plotted as well. This 3PC is for use when cut backslopes are 2:1.

place_12_4to1_terminal.x This application does the same as the previous one D&C: GR Term 12_4:1 but is for use when cut backslopes are 4:1.

place_13_terminal.x This application places a type 13 guardrail terminal D&C: GR Term Type 13 cell, a type text label and a point at the terminal

location for later use in calculating quantities.

place_21_terminal.x This application plots a type 21 guardrail terminal, D&C: GR Term Type 21 a type text label and the special slope limit lines

used by cross section criteria.

place_21_min_install.x This application plots a type 21 guardrail terminal D&C: GR Min Inst 21 with the minimum guardrail installation required at

bridge ends, a type text label and the special slope limit lines used by cross section criteria .




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place_InLine_terminal.x D&C: GR Term In-Line

This application places a type In-Line guardrailterminal cell, a type text label and a point at the terminal location for later use in calculatingquantities.

place_median_min_br_end.x D&C: GR Min Inst Med

This application plots in the minimum length ofguardrail required in the median at tangent non- skewed bridges with a type 38 guardrail terminal,a type text label and the special slope limit linesused by cross section criteria.

place_median_br_end_prot.x D&C: GR Med Br Ends

This application places guardrail from the beginningof the 50' curve through the taper to the terminal in the median at bridge ends with a type 38 guardrail terminal, a type text label and the special slope limitlines used by cross section criteria.

place_median_earth_berm.x D&C: GR Med Earth Berm

This application plots in the proposed medianearth berm required at the end of bridges. The quantity of earth required for the berm in cubicyards is calculated and appended to a CSV file named MedianEarthBerms.csv

place_median_br_pier_prot.x D&C: GR Med Br Piers

This application places guardrail from the beginningof the 50' curve through the taper to the terminal in the median for protection at bridge piers with a type 38 guardrail terminal, a type text label and thespecial slope limit lines used by cross section criteria.

tdotsup1.x Adds user specified superelevation rates to horizontal D&C: TDOTsuper1 alignment curves. Used by Construction personnel.

tdotsup2.x Draws pattern lines with station values at critical D&C: TDOTsuper2 superelevation transition points as well as the begin &

end and builds autoshape input file for superelevation usingvalues entered with 3PC tdotsup1.x for undivided roadways. Used by Construction personnel.

tdotsup3.x Draws pattern lines with station values at critical D&C: TDOTsuper3 superelevation transition points as well as the begin &

end and builds autoshape input file for superelevation usingvalues entered with 3PC tdotsup1.x for for divided roadways. Used by Construction personnel.

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Typical Sections and Criteria Files These files have been developed to apply TDOT standard roadway typical sections aswell as other non-roadway items to Geopak cross sections. All roadway typical sectionsare based on the “RD-” standard roadway drawings. The TDOT standard directorylocation for these files is …

C:\GeopakStandards\criteria\ *.x criteria files

criteria.ctl Geopak criteria control file containing all typical section definitions

Typical.cel & Typical.cdx

typical section cell library and index

*.wri Write documents containing descriptions of all typical sections

All TDOT roadway typical sections are set up to function in a shapeless mode with no superelevation shapes, or in conjunction with superelevation shapes in a shaped mode. In this way a preliminary proposed cross section run can be made with only a horizontal and vertical alignment set at the time or a fully defined final cross section run can be made with the same typical section and it's associated criteria files.

Criteria files are set up to look for pavement and shoulder lines in the plan view to control transitioning of their widths. As the plans are developed, and these lines are produced in graphics at TDOT's standard symbologies, this control will be reflected on the proposed cross sections when they are processed. When guardrail and guardrail slope limit lines are present in the plan view then side slopes, median slopes and shoulders are widened or flattened as needed. The guardrail location is shown on the cross section with a single or median guardrail cell.

If superelevation shapes are applied then the slopes of pavement, shoulders and subgrade will reflect these altered values. Otherwise normal tangent cross slopes will be applied.

On roadways with medians, from the finished grade point on the left to the finished grade point on the right, criteria files are set up to deal with locations where this area is transitioned in or out. As this area narrows the inside segments are reduced or changed as the situation warrants.

Case I or Case II variable slopes are placed by default with most typical sections. Application of fixed slopes, special ditches and benching is supported. Special ditches can be placed beside the roadway, at the toe of fill slopes or at the top of cut slopes. Benches can be formed in rock cuts, earth cuts or earth fills.

Excavation limit lines which are used when generating earthwork quantities are placed at all slope ties.

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The following annotation is provided on the proposed cross sections:

centerline name & station cross section grid with offsets & elevations cross slopes & side slopes ditch flow line elevations subgrade tie offset & elev. final slope tie offset & elev. special ditch widths bench elevations, slopes & widths

Slope lines and ditch flow lines are produced in the proposed plan view Microstation fileif desired.

Variables used with typical sections take one of three forms: Name.............alignment or file name.Value..............numeric width, depth, etc.Question.........Y or N (yes or no ) to control processing.

For more detailed descriptions of the variables used by the typical sections and their criteria files, access their Write documents through Geopak’s Typical Sections dialog under Project Manager>Proposed Cross Sections>Shape Clusters>Typical or by opening them from their standard file location C:\GeopakStandards\criteria\ .

Roadway Typical Sections: Name Description 1LNRMP 1 Lane Interchange Ramp 2LNLCL 2 Lane Local Roads 2LNRMP 2 Lane Interchange Ramp 2LNRTS 2 Lane State Routes 2LNU 2 Lane Urban 2LNUS 2 Lane Urban w/Shoulders 3LN 3 Lane 3LNUS 3 Lane Urban w/Shoulders 4LNDMD 4 Lane with Depressed Median 4LNFMD 4 Lane with Flush Median 4LNILT 4 Lane Independent Roadway Left 4LNIRT 4 Lane Independent Roadway Right 4LNMB 4 Lane with Median Barrier 4LNU 4 Lane Urban 4LNUDS 4 Lane with Depressed Median Urban w/Shoulders 4LNUF 4 Lane with Flush Median Urban 4LNUFS 4 Lane with Flush Median Urban w/Shoulders 4LNUR 4 Lane with Raised Median Urban 4LNURS 4 Lane with Raised Median Urban w/Shoulders 4LNUS 4 Lane Urban w/Shoulders 5LNU 5 Lane Urban 5LNUS 5 Lane Urban w/Shoulders 6LNDMD 6 Lane with Depressed Median 6LNFMD 6 Lane with Flush Median 6LNILT 6 Lane Independent Roadway Left 6LNIRT 6 Lane Independent Roadway Right 6LNMB 6 Lane with Median Barrier

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BRDECK Undivided Roadway Bridge Deck BRDECD Divided Roadway Dual Bridge Decks RECRW Rural crown resurfacing with widening REUCRW Urban crown resurfacing with widening

Non-Roadway Typical Sections: Name Description PVTDR Private Drive SDIND Independent Special Ditch RADII Shoulders W/Slopes for application around

intersection radii or cul-de-sac edge of pavements RADIIU Urban Shoulders W/Slopes for application around

intersection radii or cul-de-sac edge of pavements P_XEOP Plot Existing Pavement P_XROW Plot Present R.O.W. LimitsP_PROW Plot Proposed R.O.W. LimitsP_ROCK Plot Rock Layer at DepthP_TOPS Plot Topsoil at Depth P_UMTL Plot Un-Suitable Material Layer RUNWAY Airport runway or taxiway with runway safety area

Criteria Files: Name Description BridgeDeck.x Concrete Bridge Deck w/rails, sidewalk,etc. C&G6in.x 6 Inch Non-Mountable Curb & Gutter CurbTypeA6inM.x 6 Inch Mountable Type A Curb Case1slopes.x Case I Variable Slopes Case1slopesC&G.x Case I Variable Slopes for Urban Areas Case2slopes.x Case II Variable Slopes Case2slopesC&G.x Case II Variable Slopes for Urban Areas InsideShoulder.x Inside Shoulder for Divided Roadways MedianBarrierShlds.x Concrete Median Barrier w/Inside Shoulders MedianBarrierPavement.x Pavement & Subgrade w/Widening for median

barrier divided roadways MedianDep4.x Depressed Median w/4:1 Slopes MedianDep6.x Depressed Median w/6:1 Slopes MedianRaisedGrass.x Raised Grass Median w/0.04 F/F slopes

(Includes type A 6” mountable curbs) Pavement.x Pavement & Subgrade w/Widening PavementResurfW.x Resurfacing Pavement & Subgrade w/Widening PlotExistPavement.x Plot Existing Pavement PlotPresentROW.x Plot Present R.O.W. Limits PlotProposedROW.x Plot Proposed R.O.W. Limits PlotRockatDepth.x Plot Rock Layer at Specified Depth PlotTopsoilatDepth.x Plot Topsoil Layer at Specified Depth (Inches) PlotUnsuitableMatl.x Plot Un-Suitable Material Layer at Depth & Width PvtDrPavement.x Private Drive Pavement & Subgrade PvtDrslopes.x Private Drive Side Slopes

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PvtDrVar.x Private Drive Variables RadiusShoulder outside shoulder used along EOP radii RadiusUrbanShoulder outside urban shoulder used along EOP radii RaisedMedianPavement.x Pavement & Subgrade w/Widening for raised

median divided roadways RampCase1slopes.x Case I Variable Slopes for Ramps RampInsideShoulder.x Inside Shoulder for Ramps RampPavement.x Ramp Pavement & Subgrade w/Widening RampShoulder.x Outside Shoulder for Ramps RunwayPavement.x Pavement & Subgrade w/Widening for

Airport Runways & Taxiways RunwayShoulder.x Outside Shoulder used with Curbs and C&G in

Airport Runways & Taxiways RunwaySlopes.x Airport Runway & Taxiway Side Slopes Shoulder.x Outside Shoulder ShoulderResurfW.x Resurfacing Outside Shoulder SidewalkAreaLeft.x Left Sidewalk & Grass Areas beyond Curb SidewalkAreaRight.x Right Sidewalk & Grass Areas beyond Curb SpecialDitchInd.x Independent Special Ditch

( not connected to roadway) SymbDef.x Define Variables for all Element Symbologies UrbanPavement.x Pavement & Subgrade w/Widening for Urban Areas UrbanShoulder.x Outside Shoulder used with Curbs and C&G in

Urban Areas UrbanPavementResurfW.x Resurfacing Pavement & Subgrade w/Widening for

Urban Areas UrbanShoulderResurfW.x Resurfacing Outside Shoulder used with Curbs and

C&G in Urban Areas Var*.x Re-Definable Varible files used to control special

side slope conditions such as fixed slopes, special ditches and benching

Vdef*.x Define varible files used to set default values

Criteria Files not used directly by the typical sections:

These files as well as any other criteria files can be added to roadway side slope conditions as needed in special areas.

Name Description BarrierWall.x Concrete Median Barrier Wall BridgeRail.x Concrete Bridge RailConcreteSwale.x Concrete Swale DitchC&G4inM.x 4 Inch Mountable Curb & GutterC&G6inM.x 6 Inch Mountable Curb & GutterCurbTypeA4inM.x 4 Inch Mountable Type A CurbCurbTypeA6in.x 6 Inch Non-Mountable Type A CurbCurbTypeB4inM.x 4 Inch Mountable Type B CurbCurbTypeB6in.x 6 Inch Non-Mountable Type B CurbCurbTypeB6inM.x 6 Inch Mountable Type B Curb

42

MedianRaisedConc.x Raised Concrete Median w/0.02 F/F slopes(Includes type A 6” mountable curbs)

MedianSlope.x Single 6:1 median slope MedianSlope10.x Depressed Median w/10:1 Slopes MedianSlope6-10.x Depressed Median w/6:1 subgrade tie & 10:1

median slopes PvtDrProfileRural.x Private Drive Profiles - Rural Roadways PvtDrProfileUrban.x Private Drive Profiles - Urban Roadways RetainingWall.x Plots a retaining wall on cross sections. Creates

ASCII text files with wall area and wall stake-out point information. See instructions in file.

ShoulderToWall.x Outside Shoulder which extends to a “Wall” which has been created in a previous run

SubgradeVerticalTie.x Forms vertical tie from subgrade to FG, for use in lane additions etc. where normal side slopes are not needed on one side of cross section.

VarBenchCatchment.x Special criteria file written to vary catchment special ditch widths at the base of rock cuts.

Metric Criteria Files:

Most criteria files are can be used for Metric or English but some do include hard coded values. The following criteria files are set up with hard coded values for Metric.

Name Description C&G6inMetric.x 6 Inch Non-Mountable Curb & Gutter InsideShoulderMetric.x Inside Shoulder for Divided Roadways RampInsideShoulderMetric.x Inside Shoulder for Ramps RampShoulderMetric.x Outside Shoulder for Ramps ShoulderMetric.x Outside Shoulder ShoulderResurfWMetric.x Resurfacing Outside Shoulder SidewalkAreaLeftMetric.x Left Sidewalk & Grass Areas beyond Curb SidewalkAreaRightMetric.x Right Sidewalk & Grass Areas beyond Curb

Special Ditch & Benching Control

In TDOT’s criteria files which handle side slopes, the horizontal & vertical location of special ditches and benches is controlled by a combination of the following control variable types.

Questions…………………….Y or N answer for yes or no Alignment Names……………Values other than “NONE” Numbers …………………….Values greater than 0 The following list describes the actual variables and what they control. Note that theseoptions are prioritized from left to right. The first situation which is true will be used.

Special Ditches

Typical Section general location …

Along Roadway At Top of Cut At Toe of Fill (location if others = N) (Y/N) (Y/N)

43

Specific Offset & Elevation …

Special Ditch Centerline & Special Ditch Profile & Minimum Depth & Profile Foreslope Foreslope

Shape of Special Ditch …

Special Ditch Width = 0 Special Ditch Width > 0 “V” ditch Trapezoidal Flat Bottom Ditch

Low Water Keyhole Placement …

LW Keyhole depth = 0 LW Keyhole depth > 0 No Keyhole Keyhole is placed

Low Water Keyhole Shape …

LW Keyhole width = 0 LW Keyhole width > 0 “V” Keyhole Trapezoidal Flat Bottom Keyhole Benching

Cut or Fill & Target Layer …

Rock Cut Earth Cut Earth Fill (Y/N) (Y/N) (Y/N)

Specific Offset & Elevation for Rock Cut…

Single Bench at Rock Repeating Bench Bench at Specific Elevations (Y/N) (Y/N) Elev. # 1 > 0 with with with

Slope to Bench Slope to Bench & Slope to bench & Bench Height optional Secondary Rock Slope > 0

(applied after highest Elev. Value) Formation at Top of Rock …

Slope to Ground only Bench at Rock Top Trace at Rock Top (Default, Other options = N) (Y/N) (Y/N)

Specific Offset & Elevation for Earth Cut or Fill…

Repeating Bench Bench at Specific Elevations (Y/N) Elev. # 1 > 0 with with

Slope to Bench & Slope to bench Bench Height

Slope to the bench

Slope to bench = 0 Slope to bench > 0 Vertical slope face Side Slope Value is applied

44

Note: To apply special ditches or benches as well as fixed slopes or alternate median slopes in guardrail areas to any specified station range it is necessary to edit the re-definable variables file (Var*.x) associated with the typical section in any given area.

Special Microstation Files for Geopak

These files were set up to work specifically with Geopak software

Macros

C:\Bentley\Workspace\system\macros

clearxs.ba Microstation Basic macro which deletes all elements from proposed cross section levels 31-44 & 47-60. Just in case of accidental deletion this macro does not compress the design file. The user will need to do that as needed.

clearxsgrid.ba Microstation Basic macro which deletes all working cross section grid elements from proposed cross section levels 61-62. Macro does not compress the design file.

ew_labels.ba Microstation Basic macro which provides a dialog interface for the 3PC file ew_labels.x to add prefixes and suffixes to earthwork text files prior to placement on cross section sheets.

traject.ba Microstation Basic macro which is used to draw a vehicle trajectory path to help determine the point of need for guardrail.

C:\Bentley\Workspace\system\ucm

XSSheet.ucm Microstation UCM macro which places cross section sheets as shared cells, name annotation at lower right of sheet, project data annotation at the upper right of sheet and a plot border on level 30. Each group of elements is placed in a graphic group. This program is set up to work with cross section sheets generated by Geopak stacked 5 sheets to a vertical column with a sheet space setting of 6.

Macro Interface

C:\Bentley\Workspace\interfaces\MicroStation\default

ustn.m01 Microstation interface file provided to consultants to access macros listed above. Also includes Microstation commands used to alter custom line style appearance on elements and access to Microstation macro resize.ba used in 2nd sheet production.

Microstation Configuration Variables

C:\Bentley\Program\MicroStation\config\appl

TDOTConsultant.cfg Microstation configuration variable file provided to consultants to assign standard directory locations used by TDOT with Geopak.

45

TDOT.cfg Microstation configuration variable file used by TDOT personnel to assign standard directory locations for Geopak and other software used in Microstation.

46

Standard Sheet Levels and Element Parameters

The CADD system allows the designer to separate graphical information on 63independent levels, and to distinguish elements on each level by color, by weight, by linecode, and by text size. The Tennessee Department of Transportation has standardized itslevel and element parameters according to the following sections.

LEGEND LS = Custom Line Style; scale factor must be set prior to placement.

C = Cell Placement; weight shown here is the weight the cell is drawn at.

S = Symbol (in symbol font)

AP = Cell Area Pattern

LC = Line Code

TX = Text SizeText sizes refer to Leroy equivalents. When text sizes are listed as .120 or .100, either ofthese may be used as needed, unless otherwise noted.

DTM information should be contained in dedicated DTM files, which should containnothing else! There should be no text at all in a DTM file. The points should be truepoints (lines of zero length), not symbols.

47

LEVEL STRUCTURE SUMMARY

X = REQUIRED FOR PLOTTING W = USED FOR WORKING OR SCALE ADJUSTMENT O = OPTIONAL W / ROW DETAILS

1 SURVEY CENTERLINE (excl. by PL) X X X 1 X X X X X X X 2 LEVEL 1 TEXT X X X 2 X X X X X X 3 SURVEY CONTROL & TEXT X X X 3 X 4 EXIST. INDEX CONTOURS W W W 4 X 5 EX. INTERMEDIATE CONTOURS W W W 5 X 6 DRAINAGE MAP DATA X 6 X 7 EXIST. TRANS. FEATURES X X X W 7 X 8 EXIST. BARRIERS, LEVEL 7 TEXT W X W W W W 8 X 9 PROP. DRIVEWAY SHADING X X 9 X 10 PROPERTY OWNERS & TRACT #s W X X 10 X 11 EXIST. NON-TRANS. FEATURES X 11 X 12 LEVEL 11 TEXT X 12 X 13 EX. POLITICAL BOUNDARIES X X 13 X 14 LEVEL 13 TEXT W X 14 X 15 EX. R-O-W & PROP. LINES X X X 15 X 16 LEVEL 15 TEXT W O X 16 X 17 EX. NATURAL DRAINAGE X X X X X X X X 17 X 18 EX. VEGETATION X 18 X 19 EX. BRIDGES & DRAINAGE X X X X X 19 X 20 LEVEL 19 & 21 TEXT X X W W 20 X 21 EX. STORM DRAINAGE X X 21 X 22 SURVEY NAT. DRAINAGE POINTS 22 X 23 EX. TRAFFIC CONTROL X X 23 24 SURVEY TRANS. POINTS 24 X 25 EX. UTILITIES & TEXT X X X 25 X 26 SURVEY ROW & PARCEL POINTS 26 X 27 SURVEY NON-TRANS. POINTS 27 28 SURVEY DRAIN. STRUCT. POINTS 28 29 SURVEY BREAKLINES 29 30 SCRATCH & SURVEY POINTS W W W W W W W W W W 30 W W W W W W W 31 PROP. CENTERLINE X X X X X X X X X X 31 X X X X 32 PROP. CENTERLINE TEXT W X X X X W W W X X 32 X X X 33 PROP. CURVE TEXT X X 33 X 34 PROP. INDEX CONTOURS W W W 34 35 PR. INTERMEDIATE CONTOURS W W W 35 X 36 Reserved 36 X 37 PROP. TRANS. FEATURES X X W X 37 X X 38 PR. BARRIERS,LEVELS 37,39 TXT X W W 38 X X 39 PROP. DRIVEWAYS X X X X W X 39 X X 40 HYDRAULIC CONTROL DATA X 40 X X X 41 PROP. SIGNALS & LIGHTING X X X 41 X 42 LEVEL 41 TEXT X X 42 43 PROP. SLOPE LINES X X X X 43 X 44 LEVEL 43 TEXT X X X 44 45 PROP. R-O-W & PROP. LINE X X X X 45 46 LEVEL 45 TEXT W O X 46 X 47 PR. ROW & ESMTS. PATTERNING X X X 47 X 48 PROP. VEGETATION X 48 X 49 PROP. BRIDGES & DRAINAGE X X X X X X W X 49 X X X 50 LEVEL 49 TEXT X X X W W W 50 X X X 51 PROP. STORM DRAINAGE X X X X 51 X 52 LEVEL 51 TEXT X X 52 X 53 PROP. TEMP. TRAFFIC CONTROL X 53 X 54 PROP. GROUND & U/G UTILITIES X 54 X 55 PROP. OVERHEAD UTILITIES X 55 X 56 PROP. SIGNS & PVMT. MARKING X X 56 X 57 LEVEL 56 TEXT X X 57 X 58 EROSION CONTROL X 58 X 59 SHAPES FOR COLOR FILL 59 X 60 PROP. LAYOUT PATTERNING X X 60 X X 61 SHEET BORDER X X X X X X X X X X 61 X X X X X X X 62 SHEET BOXES & TEXT X X X X X X X X X X 62 X X X X X X X 63 LIGHT GRID,GLOBAL ORIGIN W 63 X W W

48

Standard File Parameters: PRESENT & PROPOSED LAYOUTS rev. July 2, 2001 LV Description CO WT LC TX LV Description CO WT LC TX 1 SURVEY CENTERLINE

GEOMETRY EXCLUDED BY PAPER-LOCATED CENTERLINE

31 PROPOSED CENTERLINE GEOMETRY

PROPOSED: Main line, side roads, & detours 6 10 0 Main line, side roads, & detours 6 10 0 Geometry: tangents & curves 6 10 0 Geometry: tangents & curves 6 10 0

PAPER-LOCATED (PROPOSED): Main line, side roads, & detours 15 10 LS Geometry: tangents & curves 15 10 LS 7

49

Standard File Parameters: PRESENT & PROPOSED LAYOUTS rev. July 2, 2001 LV Description CO WT LC TX LV Description CO WT LC TX 2 TEXT FOR LEVEL #1 32 TEXT FOR LEVEL #31

PROPOSED: Main line, side roads, & detours 6 2 0 .120 Main line, side roads, & detours 6 2 0 .120 Station ticks 6 7 0 Station ticks 6 7 0 Station text (500-ft / 100-m labels) 6 10 0 .200 Station text (500-ft / 100-m labels) 6 10 0 .200 Bearings 6 4 0 * .120 Bearings 6 4 0 * .120

Equations 6 4 0 * .120 Geometry: curve tangents 6 7 0 Geometry: curve tangents 6 7 0 Points (PC, PI, PT, TS, SC, POT, etc.) 6 7 S .150 Points (PC, PI, PT, TS, SC, POT,

etc.) 6 7 S .150

Equation Points 6 7 S .150 Centerline intersections 6 10 0 .200

PAPER-LOCATED (PROPOSED): Main line, side roads, & detours 6 2 0 .120 Station marks 6 7 0 Station text (500-ft / 100-m labels) 6 10 0 .200 Bearings 6 4 0 * .120 Equations 6 4 0 * .120 Geometry: curve tangents 15 7 0 Points (PC, PI, PT, TS, SC, POT, etc.)

6 7 S .150

Equation Points 6 7 S .150

Project limits 6 10 0 .200 North arrow 6 7 C .200 Match lines 6 10 C Match line text 6 2 C .120 Centerline intersections 6 4 0 .140 Limits of paving (mainline & side roads) 6 2 0 .120 Limits of construction (mainline & side roads)

6 2 0 .120

* Leroy text size 100 is not acceptable.

50

Standard File Parameters: PRESENT & PROPOSED LAYOUTS rev. July 2, 2001 LV Description CO WT LC TX LV Description CO WT LC TX 3 SURVEY CONTROL

INFORMATION FOR SURVEY CENTERLINE (with text)

33 PROPOSED CURVE TEXT

GPS Points 1 2 0 .100 PROPOSED: Reference Points 1 2 0 .100 Curve information text 6 2 0 .100 Benchmarks 1 2 0 .120 Point Text (PC, PI, PT, TS, SC, POT,

etc.) 6 2 0 .100

Horizontal Control Points 1 2 0 .100 Vertical Control Points 1 2 0 .100 PAPER-LOCATED (PROPOSED): State Plane Coordinate Grid Ticks, Text 1 2 0 .100 Curve information text 6 2 0 .100

Point Text (PC, PI, PT, TS, SC, POT, etc.)

6 2 0 .100

4 EXISTING INDEX CONTOURS (with text)

2 2 3 .100 34 PROP. INDEX CONTOURS (with text)

2 2 0 .100

Spot Elevations 2 2 0 .100 Spot Elevations 2 2 0 .100

5 EXISTING INTERMEDIATE CONTOURS

12 0 3 35 PROPOSED INTERMEDIATE CONTOURS

12 0 0

6 DRAINAGE MAP DATA 36 reserved for future use Area Shapes 3 4 0 Water flow direction arrows 3 2 0 Text 3 2 0 .100

51

Standard File Parameters: PRESENT & PROPOSED LAYOUTS rev. February 27, 2002 LV Description CO WT LC TX LV Description CO WT LC TX 7 EXISTING TRANSPORTATION

FEATURES 37 PROPOSED TRANSPORTATION

FEATURES Airport runways 11 2 3 Airport runways 7 2 0 Bikeways 11 2 3 Bikeways 7 2 0 Parking lots 11 2 3 Parking lots 7 2 0 Railroads & switch stands 11 2 LS,

C Railroads & switch stands 7 2 LS,

C Driveways 11 2 3 ROADWAY: ROADWAY:

Curb 11 2 3 Curb 7 2 LS Curb-&-gutter 11 2 3 Curb-&-gutter 7 2 LS Edges of paved roads(traveled way) 0 4 3 Edges of paved roads (traveled way) 0 4 0 Edges of unpaved roads (traveled way)

0 4 3 Edges of unpaved roads (traveled way)

0 4 0

Medians (flush or raised) 11 2 3 Medians (flush or raised) 7 2 0 Shoulders (outside edge of stabilized shoulders)

11 2 3 Shoulders (outside edge of urban shoulders)

7 2 0

Sidewalks 11 2 3 Sidewalks 7 2 0 Trails 11 2 1 Trails 7 2 0 Tunnels (highway, pedestrian, railroad, etc.)

11 2 3 Tunnels (highway, pedestrian, railroad, etc.)

7 2 0

52

Standard File Parameters: PRESENT & PROPOSED LAYOUTS rev. July 11, 2002 LV Description CO WT LC TX LV Description CO WT LC TX 8 EXISTING ROADSIDE

BARRIERS AND TEXT FOR LEVEL #7

� 2 0 .100 38 PROPOSED ROADSIDE BARRIERS AND TEXT FOR

LEVELS #37 & #39

� 2 0 .100

Private drive text 11 2 0 .100 Private drive centerline & text 0 2 0 .100 Roadway text 0 2 0 .120 Roadway text 0 2 0 .120 Guardrail 11 2 LS Guardrail 7 2 LS Guardrail terminals 11 2 C Guardrail terminals 7 2 C Impact attenuators 11 2 LS Impact attenuators 7 2 C Jersey barrier 11 2 3 Jersey barrier 7 2 0

Median earth berms 7 2 0 Retaining walls (roadway & noise) 11 2 3 Retaining walls (roadway & noise) 7 2 0

Scarification legend 0 2 C Scarification (removal of exist. pvmt.) 0 0 AP

� Color of text is color of element 9 PROPOSED DRIVEWAY

SHADING 0 0 0 39 PROPOSED DRIVEWAYS

(PRIVATE, BUSINESS, FIELD ENTRANCES, etc.)

0 2 0

Pavement area shapes 47 0 AP Edge of pavement/gravel(traveled way)

10 PROPERTY OWNERS & TRACT NOs.

40 HYDRAULIC CONTROL DATA (with text)

Property owners 10 7 0 .175 Flood Plain section lines 6 2 0 .100 Tract numbers 10 4 0 .140 Stream profile lines 6 2 0 .100 Tract no. ellipse 10 4 0 Top of Bank lines 4 2 0 .100

53

Standard File Parameters: PRESENT & PROPOSED LAYOUTS rev. February 27, 2002 LV Description CO WT LC TX LV Description CO WT LC TX 11 EXISTING NON-

TRANSPORTATION FEATURES 41 PROPOSED SIGNALIZATION &

LIGHTING Athletic fields 1 2 0 Signal poles 7 2 C BUILDINGS: Guy wires 7 2 C

Commercial 1 2 0 Guy anchors 7 2 C Residential 1 2 0 Controller cabinets 7 2 C Steps 1 2 0 Detector loops 7 2 C Barns 1 2 0 Overhead messenger wire 7 2 0 Patios & decks 1 2 0 Pull boxes 7 2 C Sheds 1 2 0 Light poles 7 2 C Silos 1 2 0 Luminaires 7 2 C Swimming pools 1 2 0 Conduit 7 2 3 Well houses 1 2 0

Dams & Spillways 1 2 0 Dikes, levees, & docks 1 2 0 Cemeteries 1 2 LS,

C Chimneys & smokestacks 1 2 0 Debris & Storage Piles 1 2 0 Fence lines 1 2 LS Flagpoles 1 2 0 Quarries & pits 1 2 0 Retaining walls (residential & commercial)

1 2 0

Rip-rap(Non-Drainage) 47 2 AP Sidewalks (private) 1 2 0 Stone fences & rock walls 1 2 LS Stream gauges 1 2 0 Tanks (fixed) 1 2 0 Towers 1 2 0 Areas under construction 1 2 0 12 TEXT FOR LEVEL #11 1 2 0 .100 42 TEXT FOR LEVEL #41 7 2 0 .100

54

Standard File Parameters: PRESENT & PROPOSED LAYOUTS rev. July 11, 2002 LV Description CO WT LC TX LV Description CO WT LC TX 13 POLITICAL BOUNDARIES 43 PROPOSED SLOPE LINES City & village 1 2 LS Cut 6 6 0 County 1 13 LS Fill 6 6 3 National 1 2 LS State 1 17 LS

14 TEXT FOR LEVEL #13 1 4 0 .140 44 TEXT FOR LEVEL #43 6 2 0 .100

15 EXISTING R.O.W. & PROPERTY LINES

45 PROPOSED R.O.W. & PROPERTY LINES

Easement lines 10 4 LS R-O-W lines 6 13 0 Right-of-Way lines 10 4 LS Access control R-O-W lines (with fence) 6 13 LS

Access control R-O-W lines (w/o fence) 6 13 LS Property Lines 10 2 LS Access control fence (non-R-O-W line) 6 4 LS

Drainage easement 10 4 AP Drainage easement lines 6 4 0 Misc. easement areas 10 2 AP Construction easement lines 6 4 7

16 TEXT FOR LEVEL #15 10 2 0 .100 46 TEXT FOR LEVEL #45 6 2 0 .100 R-O-W markers 10 2 C R-O-W markers 6 2 C

17 EXISTING NATURAL DRAINAGE FEATURES (with text)

47 PROPOSED R.O.W. & EASEMENTS PATTERNING

0 0

Rivers, streams, creeks, & ponds 4 2 LS Drainage easement 6 4 AP Irrigation ditches 4 2 LS Slope easement 47 2 AP Text 4 2 0 .100 Construction easement (for large areas) 47 2 AP

Wetland Mitigation area 47 2 AP Loss-of-access area 6 4 AP

55

Standard File Parameters: PRESENT & PROPOSED LAYOUTS rev. February 27, 2002 LV Description CO WT LC TX LV Description CO WT LC TX 18 EXISTING VEGETATION

FEATURES (with text) 8 2 C,

LS .100 48 PROPOSED VEGETATION

FEATURES (with text) 8 2 C,

LS .100

19 EXISTING BRIDGES & DRAINAGE

49 PROPOSED BRIDGES & DRAINAGE

Existing storm drainage goes on level #21 Proposed storm drainage goes on level #51. Bridges (including non-drainage bridges) 3 4 3 Bridges (including non-drainage bridges) 3 4 0 Pipes & box culverts (side drains & cross drains)

3 2 3 Pipes & box culverts (side drains & cross drains)

3 2 0

End treatment (endwalls, concrete aprons, etc.)

3 2 3 End treatment (endwalls, concrete aprons, rip-rap)

3 2 0

Rip-Rap(drainage structure end treatment or itches)

47 2 AP Proposed natural drainage features 4 2 LS

Special ditches for roadways 3 2 3 Special ditches for roadways 3 2 LS Dams & Spillways 3 2 0

3 2 3 Dikes & Levees 3 2 0

20 TEXT FOR LEVEL #19 & #21 3 2 0 .100 50 TEXT FOR LEVEL #49 3 2 0 .100 Pipe & box culvert descriptions go on this level. Pipe & box culvert invert

elevations go on level #52.

21 EXISTING STORM DRAINAGE 51 PROPOSED STORM DRAINAGE Storm sewer pipes & box culverts 3 2 LS Storm sewer pipes & box culverts 3 2 LS Structures (catchbasins, drop inlets, etc.) 3 2 C Structures (catchbasins, drop inlets, etc.) 3 2 C Storm sewer manholes, etc. 3 2 C Storm sewer manholes, etc. 3 2 C Safety grates 3 2 C Safety grates 3 2 C

22 SURVEY POINTS 52 TEXT FOR LEVEL #51 3 2 C .100 Natural drainage field points Defined by Geopak Survey

Feature table Includes drainage codes for level #51 and pipe & box culvert invert elevations

for levels #49 and #51.

56

Standard File Parameters: PRESENT & PROPOSED LAYOUTS rev. October 2, 2000 LV Description CO WT LC TX LV Description CO WT LC TX 23 EXISTING SIGNS & TRAFFIC

CONTROL (with text) 53 PROPOSED TEMPORARY

SIGNS & TRAFFIC CONTROL (with text)

Text 7 2 0 .100 Text 5 2 0 .100 Overhead signs 7 2 0 Overhead signs 7 2 0 Signal poles 7 2 C Signal poles 7 2 C Traffic signals 7 2 C Traffic signals 7 2 C Traffic control devices 7 2 C Traffic control devices 5,7 2 C Striping 0 2 0 Striping 5 2 LS Signposts 7 2 C Signposts 5,7 2 C Barricades & barrels 7 2 C Signs 5,7 2 C Billboards 7 2 C Historical markers 7 2 C

24 SURVEY POINTS 54 PROPOSED UTILITIES (GROUND & UNDERGROUND)

(with text) Transportation pavement points (EP, SW, CU, crown)

Defined by Geopak Survey Feature table

Electric (underground) 5 2 LS Cable TV (underground) 8 2 LS Fire hydrants 6 2 C Gas lines 7 2 LS Manholes (all utilities) � 2 C Sanitary sewers 13 2 LS Telephone (underground) 8 2 LS Utility boxes (self-supporting) � 2 0 Utility valves (all types) � 2 C Utility meters (all types) � 2 C Water lines 4 2 LS Text � 2 0 .100

� Color of cell or text is color of utility

57

Standard File Parameters: PRESENT & PROPOSED LAYOUTS rev. October 2, 2000 LV Description CO WT LC TX LV Description CO WT LC TX 25 EXISTING UTILITIES

(with text) 55 PROPOSED UTILITIES

(OVERHEAD) (with text) Electric 5 2 LS Electric 5 2 LS Fire hydrants 6 2 C Cable TV 8 2 LS Gas lines 7 2 LS Guy wire 7 2 C Guy wire 7 2 C Lights (pole-mounted) 5 2 C Lights (pole-mounted) 5 2 C Substation 5 2 0 Manholes (all utilities) � 2 C Telephone 8 2 LS Sanitary sewers 13 2 LS Transmission lines & towers 5 2 0 Substation 5 2 3 Utility boxes (pole-mounted) � 2 0 Telephone 8 2 LS Utility poles � 2 C Transmission lines & towers 5 2 3 Utility poles (with lights) � 2 C TV 8 2 LS Text � 2 0 .100 Utility poles � 2 C Utility boxes � 2 3 Utility poles � 2 C Utility poles (with lights) � 2 C Utility meters (all types) � 2 C Utility valves (all types) � 2 C Water lines 4 2 LS Text � 2 0 .100

� Color of cell or text is color of utility 26 SURVEY POINTS 56 PROPOSED PERMANENT

SIGNING & PAVEMENT MARKING

R.O.W. & Parcel information Defined by Geopak Survey Feature table

Signs 7 2 C Striping 0/7 � LS Pavement Words/Arrows C Crosswalks 0 7 0 Stop bars (filled shape) 0 2 0

� Weight of line varies by width of stripe...4”/6”=4...8”=7...12”=10...24”=15.

58

Standard File Parameters: PRESENT & PROPOSED LAYOUTS rev. July 2, 2002 LV Description CO WT LC TX LV Description CO WT LC TX 27 SURVEY POINTS 57 TEXT FOR LEVEL #56 7 2 0 .100 Non-transportation points Defined by Geopak Survey

Feature table 28 SURVEY POINTS 58 EROSION CONTROL (with text) Drainage Structure points Defined by Geopak Survey

Feature table Devices 13 C Text 13 2 0 .100 Legends 13 C Dumped rock (for large areas) 47 2 AP

29 SURVEY POINTS 59 SHAPES FOR COLOR FILL 0 0 Breaklines Defined by Geopak Survey

Feature table Color of shape is color used for fill (for public hearing plots).

30 SCRATCH & SURVEY POINTS 60 PROPOSED LAYOUT PATTERNING

0 0

Plot Borders 254 0 0 Rip-Rap 47 2 AP Reinforced Concrete Slabs 0 0 AP

61 SHEET BORDERS C

62 SHEET BOXES (with text) C Index lines C Profiles C Text C Heavy grid C 63 LIGHT GRID (for sheets) C Global Origin Coordinate note 0 0 0

59

Standard File Parameters: PROFILES rev. February 27, 2002 LV Description CO WT LC TX LV Description CO WT LC TX 1 EXISTING GROUND LINE 31 PROPOSED PROFILE

GEOMETRY Survey centerline ground line 0 2 3 Geometry: tangents & curves (main line

& side roads) 6 10 0

Paper-located centerline ground line 0 2 3 Geometry: tangents & curves (private drives)

6 7 0

2 TEXT FOR LEVEL #1 0 2 0 .120 32 TEXT FOR LEVEL #31 Grades 6 2 0 .120 Equation data 6 2 0 .120 Geometry: curve tangents 6 4 0 Curve points (VPC, VPI, VPT, etc.) 6 4 S .150 Equation points 6 4 S .150 Stationing (bottom of sheet) 6 4 0 .140 Elevation (sides of sheet) 6 10 0 .200 Balance limits & quantities 6 2 0 .120 Stationing (private drives) 6 2 0 .120 Grades & Limit of Const.(private drives) 6 2 0 .100 Project limits 6 10 0 .200

3 SURVEY CONTROL TEXT 33 PROPOSED VERTICAL CURVE TEXT

GPS Points 1 2 0 .120 Proposed curve information text 6 2 0 .120 Benchmarks 1 2 0 .120 Proposed point text (PC, PI, PT, PS,

etc.) 6 2 0 .120

Vertical Control Points 1 2 0 .120 Vertical curve lengths 6 2 0 .120 “K” value 6 2 0 .120 Design speed 6 2 0 .120 Superelevation(transition stations,rates) 0 2 0 .100 Curve information text (private drives) 6 2 0 .100

4 reserved for future use 34 reserved for future use


60

Standard File Parameters: PROFILES rev.June 2, 1998 LV Description CO WT LC TX LV Description CO WT LC TX 6 reserved for future use 36 reserved for future use




10 reserved for future use 40 HYDRAULIC CONTROL DATA (with text)

Flood Plain sections Stream profiles




14 reserved for future use 44 CONSTRUCTION LIMITS (with text)

Limits of paving (side roads) 0 2 0 .120 Limits of construction (side roads) 0 2 0 .120



61

Standard File Parameters: PROFILES rev. October 2, 2000 LV Description CO WT LC TX LV Description CO WT LC TX 17 EXISTING NATURAL DRAINAGE

FEATURES (with text) 47 reserved for future use

HW50 4 2 0 .120 HW100 4 2 0 .120 Normal high water 4 2 0 .120 Extreme high water 4 2 0 .120 Low water 4 2 0 .120 Q50 4 2 0 .120 Q100 4 2 0 .120


19 EXISTING BRIDGES & DRAINAGE

49 PROPOSED BRIDGES & DRAINAGE

Existing storm drainage goes on level #21 Proposed storm drainage goes on level #51. Bridges (including non-drainage bridges) 3 4 3 Bridges (including non-drainage bridges) 3 4 0 Pipes & box culverts (side drains & cross drains)

3 2 3 Pipes & box culverts (side drains & cross drains)

3 2 0

End treatment (endwalls, concrete aprons, etc.)

3 2 3 End treatment (endwalls, concrete aprons, etc.)

3 2 0

Special ditches for roadways 3 2 3 Special ditches for roadways 3 2 LS

20 TEXT FOR LEVEL #19 & #21 3 2 0 .120 50 TEXT FOR LEVEL #49 3 2 0 .120

21 EXISTING STORM DRAINAGE 51 PROPOSED STORM DRAINAGE Storm sewer pipes & box culverts 3 2 3 Storm sewer pipes & box culverts 3 2 0 Structures (catchbasins, drop inlets, manholes, etc.)

3 2 3 Structures (catchbasins, drop inlets, manholes, etc.)

3 2 0

22 reserved for future use 3 2 0 .100 52 TEXT FOR LEVEL #51 3 2 0 .100

62

Standard File Parameters: PROFILES rev. October 2, 2000 LV Description CO WT LC TX LV Description CO WT LC TX 23 reserved for future use 53 reserved for future use

24 reserved for future use 54 PROPOSED UTILITIES (GROUND & UNDERGROUND)

(with text) Electric (underground) 5 2 LS Cable TV (underground) 8 2 LS Gas lines 7 2 LS Manholes (all utilities) � 2 0 Sanitary sewers 13 2 LS Telephone (underground) 8 2 LS Water lines 4 2 LS Text � 2 0 .100

� Color of cell or text is color of utility 25 EXISTING UTILITIES

(with text) 55 PROPOSED UTILITIES

(OVERHEAD) (lines crossing proposed roadway) (with text)

Electric (LS for UG Lines) 5 2 0 Electric 5 2 0 Gas lines 7 2 LS Cable TV 8 2 0 Guy wire 7 2 0 Guy wire 7 2 0 Manholes (all utilities) � 2 0 Telephone 8 2 0 Sanitary sewers 13 2 LS Transmission lines 5 2 0 Telephone (LS for UG Lines) 8 2 0 Text � 2 0 .100 Transmission lines 5 2 0 TV (LS for UG Lines) 8 2 0 Water lines 4 2 LS Text � 2 0 .100

� Color of text or linework is color of utility Use circle for lines crossing roadway (radius = text height at that scale times 0.75).



63

Standard File Parameters: PROFILES rev. October 2, 2000 LV Description CO WT LC TX LV Description CO WT LC TX 28 reserved for future use 58 reserved for future use


30 SCRATCH 60 PATTERNING 0 0 Plot Borders 254 0 0 Rip-Rap 47 2 AP

61 SHEET BORDERS C

62 SHEET BOXES (with text) C Index lines C Profiles C Text C Heavy grid C

63 LIGHT GRID (for sheets) C Global Origin Coordinate note 0 0 0

64

Standard File Parameters: CROSS-SECTIONS rev. February 27, 2002 LV Description CO WT LC TX LV Description CO WT LC TX 1 EXISTING GROUND LINE

SECTION 0 2 3 31 PROPOSED TYPICAL SECTION

Pavement 6 4 0 Subgrade 2 4 0 Shoulder 7 4 0 Stone 18 4 0 Side Slopes & other grass areas 8 4 0 Curb & Gutter 1 4 0 Sidewalk 1 4 0 Walls (Retaining or Median Barrier) 1 4 0

2 TOP OF ROCK LAYER 1 2 2 32 TEXT FOR LEVEL #31 Station of Section 6 10 0 .200 Elevations (sides of sheet) 6 10 0 .200 Horizontal offset distance from center (sides of sheet)

6 4 0 .140

Finished grade elevation 6 2 0 .120 Finished Grade Point (FT=94) 6 2 S .120

3 UNSUITABLE MATERIAL 11 2 2 33 PVT. DR. VERT. CURVE TEXT 6 2 0 .100

4 TOPSOIL 2 2 2 34 F.G. SLOPES TEXT 0 2 0 .100 Cross Slopes Side Slopes

5 BOTTOM OF ROCK LAYER 1 0 0 35 BENCH ELEV. TEXT 0 2 0 .100 NOTE: For earthwork generation only 6 reserved for future use 36 BENCH WIDTH TEXT 0 2 0 .100

7 EXISTING PAVEMENT 0 2 2 37 BENCH SLOPE TEXT 0 2 0 .100 Back of Bench Point (FT=94) 0 2 S .120

8 EXISTING PAVEMENT TEXT 0 2 0 .100 38 SIDE SLOPE TO BENCH 0 2 0 .100

65

Standard File Parameters: CROSS-SECTIONS Rev. July 2, 2001 LV Description CO WT LC TX LV Description CO WT LC TX 9 reserved for future use 39 SUBGRADE CROSS SLOPES

TEXT 2 2 0 .100

10 reserved for future use 40 SUBGRADE TIE TEXT 2 2 0 .100 Offset & Elevation

11 reserved for future use 41 GUARDRAIL 0 2 0 C



14 reserved for future use 44 SLOPE TIE TEXT 0 2 0 .100 Offset & Elevation

15 PRESENT R.O.W. 10 4 0 45 PROP. R.O.W. 6 4 0

16 PRESENT R.O.W. TEXT 10 4 0 .140 46 PROP. R.O.W. TEXT 6 4 0 .140

17 reserved for future use 47 SLOPE TIE POINT (FT=94) 0 2 S .120


66

Standard File Parameters: CROSS-SECTIONS rev. October 2, 2000 LV Description CO WT LC TX LV Description CO WT LC TX 19 reserved for future use 49 PROPOSED DRAINAGE

All pipes & box culverts 3 2 0 End treatment (endwalls, concrete aprons, etc.)

3 2 0

Structures (catchbasins, drop inlets, manholes, etc.)

3 2 0

Special ditches for roadways 3 2 0 Rip-Rap 47 0 AP

20 reserved for future use 50 TEXT FOR LEVEL #49 Bridge limits (cross-sections) 3 10 0 .200 Pipe & box culvert data 3 2 0 .100 Inlet & outlet elevations 3 2 0 .100 Special ditch limits 3 2 0 .100 Ditch elevations 3 2 0 .100

21 reserved for future use 51 DITCH BOTTOM POINT (FT=94) 3 2 S .120

22 reserved for future use 52 SPECIAL DITCH WIDTH TEXT 3 2 0 .100







67

Standard File Parameters: CROSS-SECTIONS rev. October 2, 2000 LV Description CO WT LC TX LV Description CO WT LC TX

29 reserved for future use 59 EXCAVATION LIMIT LINES 0 0 0

30 SCRATCH 60 WARNING TEXT 0 2 0 .200 Plot Borders 254 0 0

61 SHEET BORDERS C Elevations (for working, not used on sheets)

6 10 0 .200

Horizontal offset distance from center (for working, not used on sheets)

6 4 0 .140

62 SHEET BOXES (with text) C Index lines C Profiles C Text C Heavy grid C

63 LIGHT GRID (for sheets) C Global Origin Coordinate note 0 0 0

68

Standard File Parameters: SECOND SHEETS and STANDARD DRAWINGS rev. June 2, 1998 LV Description CO WT LC TX LV Description CO WT LC TX 1 TEXT 0 2 0 .120 31 TYPICAL SECTIONS: Linework

Revision notes 0 2 0 .100 Finished grade & subgrade layer lines 0 4 0 Detail titles 0 10 0 .240 Dimension lines 0 2 0 Table titles 0 10 0 .240 Centerline 0 13 0 Table block headers 0 7 0 .175 Table column headers 0 4 0 .140 Table text 0 2 0 .120 Linework for 2nd sheet blocks 0 10,

2 0

2 Reserved for future use 32 TYPICAL SECTIONS: TEXT FOR LEVEL #31

Dimensions 0 2 0 .120 Titles 0 7 0 .200 Centerline 0 10 0 .240

3 STANDARD DRAWINGS: DIMENSION LINES

6 1 0 33 STANDARD DRAWINGS: TEXT FOR LEVEL #3

6 2 0 .120

Object centerlines 6 1 4 Nominal ground line 6 1 1 Arrowheads (medium) 6 1 C If space restrictions require frequent use of small arrowheads, then use

small arrowheads for all dimensions on that sheet (for consistency). 4 Reserved for future use 34 STANDARD DRAWINGS:

LEADER LINES 16 1 0

Arrowheads (medium) 16 1 C Use large arrowhead if arrow falls within a pattern or is otherwise

obscured. Sectional view lines 15 10 7 Section view direction arrowheads (extra-large)

15 10 C

69

Standard File Parameters: SECOND SHEETS and STANDARD DRAWINGS rev. October 2, 2000 LV Description CO WT LC TX LV Description CO WT LC TX 5 Reserved for future use 35 STANDARD DRAWINGS:

TEXT FOR LEVEL #34 16 2 0 .120

Sectional view reference letters 15 10 0 .200

6 Reserved for future use 36 STANDARD DRAWINGS: CELL-BASED AREA PATTERNING

17 0 C

7 Reserved for future use 37 TYPICAL SECTIONS: PAVEMENT LAYERS

Layer lines 0 4 0

8 Reserved for future use 38 TYPICAL SECTIONS: PAVEMENT LAYER CODES

Circles & linework 0 4 0 9 Reserved for future use 39 TYPICAL SECTIONS: TEXT

FOR LEVEL 38 Text 0 4 0 .140

10 Reserved for future use 40 reserved for future use

11 Reserved for future use 41 STANDARD DRAWINGS: OBJECTS

7 4 0

Object break lines 7 4 0 Existing objects 7 4 3

Use dashed lines (LC=3) only if it is necessary to distinguish between existing and proposed objects.

Object outlines 7 0 0 Objects intended to appear heavily drawn should be drawn as shapes

with area fill enabled.

12 reserved for future use 42 STANDARD DRAWINGS: HIDDEN OBJECTS

7 4 1

70

Standard File Parameters: SECOND SHEETS and STANDARD DRAWINGS rev. June 2, 1998 LV Description CO WT LC TX LV Description CO WT LC TX 13 reserved for future use 43 STANDARD DRAWINGS:

OBJECTS (optional) 11 4 0

This level is used for superimposed objects which appear on the finished sheet but are turned off for clarity and convenience during the

drawing process.

14 reserved for future use 44 STANDARD DRAWINGS: OBJECT DETAIL &

DECORATION

13 1 0

Irregular “patterning” (wood grain, etc.) 13 0 0








22 reserved for future use 52 STANDARD DRAWINGS: HORIZONTAL BLOCK LINES

Major 3 10 0 Minor 3 1 0

23 reserved for future use 53 STANDARD DRAWINGS: VERTICAL BLOCK LINES

3 10 0

71

Standard File Parameters: SECOND SHEETS and STANDARD DRAWINGS rev. October 2, 2000 LV Description CO WT LC TX LV Description CO WT LC TX 24 reserved for future use 54 STANDARD DRAWINGS: NOTE

BLOCKS 3 10 0






30 SCRATCH 60 PATTERNING 0 0 Plot Borders 254 0 0 Typical Sections:Pavement layer shapes 0 0 AP

61 SHEET BORDERS C

62 SHEET BOXES (with text) C Index lines C Sheet titles 3 10 C .175 Text C

63 reserved for future use C

72

Standard File Parameters: D-T-M FILES rev. May 8, 1995 DTM information should be contained in dedicated DTM files, which should contain nothing else! There should be no text at all in a

DTM file. The points should be true points (lines of zero length), not symbols. LV Description CO WT LC TX LV Description CO WT LC TX 1 reserved for future use 31 reserved for future use









10 RANDOM POINTS 0 0 0 40 reserved for future use


12 INTERIOR LINES (obscure areas)

6 0 0 42 reserved for future use



73


DTM file. The points should be true points (lines of zero length), not symbols. LV Description CO WT LC TX LV Description CO WT LC TX 15 EXTERIOR LINE

(boundary) 0 0 0 45 reserved for future use

Exterior must be a closed shape. 16 reserved for future use 46 reserved for future use





21 BREAK LINES 3 0 0 51 reserved for future use








74


DTM file. The points should be true points (lines of zero length), not symbols. LV Description CO WT LC TX LV Description CO WT LC TX 29 reserved for future use 59 reserved for future use

30 SCRATCH 60 Reserved for future use

61 Reserved for future use



75

Standard Cell Library Index

STDS.CEL & METRIC.CEL Area Patterns Base Stone AP BSTONE Concrete AP CONC16 Dot (Design Division), Easements, Wetland Mitigation Areas or Shading AP DDOT Earth (Design Division) AP DEARTH Erosion Control Dewatering Structure AP DEWATR Dumped Rock AP DMPRK Functional Division - Bridge AP FUNBR Functional Division - Pavement AP FUNPVM Functional Division - ROW AP FUNROW Line, Typical Section Layers AP LINE Drainage Easements or Loss of Access AP LINEE Erosion Control Brush Sediment Barrier AP LINEEC Traffic Control Work Zone AP LINEWZ Metal AP METAL Reinforced Concrete AP HATCH Rip Rap AP RIPRAP Scarify AP ZZ Swamp, Marsh or Wetland AP WETLND

Cross Sections Cell Name Guardrail, Single with origin at rail face on left GRLT Guardrail, Single with origin at rail face on right GRRT Guardrail, Median with origin at rail face on left GRMLT Guardrail, Median with origin at rail face on right GRMRT Temporary working cross section grid XSGRID

Existing Contours Cell Name Depression Contour (Sinkhole) LP DEPCTR Index Depression (Obscured) LP IDOCTR Intermediate Depression (Obscured) LP IDOINT Intermediate Depression Contour LP INTDEP Spot Elevation SPTELV

Existing Drainage Cell Name Catchbasin XCTB Drop Inlets XDI Catchbasin & Manhole Structure Bottom XBOT Pipe Inverts XINV Storm Sewer LP XSTMS Pipe Information XPIPE Bridge Information XBRIDG

Existing Natural Features Cell Name Boulder BOULDR Brush LP BRUSH Bush or Small Tree BUSH Hedge Line LP HEDGE Intermittent Stream LP INTMS Rapids or Waterfall LP RAPIDS

Cell Name

76

Existing Natural Features Cell Name Spring SPR Aerial Surveys Tree Symbol ASTREE Tree TREE Tree Line LP TRELIN Water Elevation WELV

Existing Non-Transportation Features Cell Name Cemetery (Topography) CEMTOP Flagpole FLGPOL L.P. Tank LPTANK Mailbox MB Rock Wall ROCKWL Rock Wall LP ROCWAL Satellite Dish SATLIT Septic Tank SEPTIC Direction Angle & Dip of Strata STRDR Tower (Radio / TV) TOWER Well WELL Fence Line LP XFENCE Fence Post XFP Short Fence LP XFS Miscellaneous Pole P XMPOLE

Existing Transportation Features Cell Name Interstate Route Shield INTRT Railroad LP RR Railroad Switch SWITCH US Route Shield, 1 or 2 digits USRT12 US Route Shield, 3 digits USRT3 Guardrail for 50 or 500 scale sheets *

Median Guardrail LP * 5XMDGR Single Guardrail – lower LP * 5XSGRL Single Guardrail – upper LP * 5XSGRU

Aerial Surveys Handicap Ramp HCRAMP Handicap Ramp * XHCR Curb & Gutter LP XCURB Retaining Wall LP XRTWL Retaining Wall with Fence LP XRTWL Aerial Surveys Single Guardrail LP XSGRL

Existing R.O.W. & Property Line Information Cell Name Benchmark BM Concrete Marker CONCMK Existing Iron Pin XEIP Property Line Label PL Property Line LP PROPL Property Line with Fence LP PRFEN Short Property Line LP SPRL Same Property Owner Symbol (“land-hook”) SMOWN Same Property Owner LP SPRO Same Property Owner with Fence LP SPROF Tract Label (1 digit) TRACT

77

Existing R.O.W. & Property Line Information Cell Name Tract Label (2 digits) TRACT2 Tract Label (3 digits) TRACT3 Tract Label (4 digits) TRACT4 Tract Number (1 digit) TRANO Tract Number (2 digits) TRANO2 Tract Number (3 digits) TRANO3 Tract Number (4 digits) TRANO4 R.O.W. Line LP XROW R.O.W. Line with Fence LP XROWF R.O.W. Marker – origin center of left side XROWA R.O.W. Marker – origin upper left corner XROWB Wetlands Boundary LP XWLBND

Existing Signs, Traffic Control, & Lighting Cell Name Large Barricade LGBARR Railroad Signal RRSIG 2” Conduit LP X2CON High Mast Pole Luminaire – full XHMPLF High Mast Pole Luminaire – half XHMPLH Offset Luminaire Pole XOFTLP Loop Detector – single * XLDS Loop Detector – double * XLDD Loop Detector - divided highway * XLDVD Pad-Mounted Controller XPDMC Pedestrian Signal Head, with number XPDSHN Pedestrian Push-button XPPH Pull Box XPLB Pole-Mounted Controller XPLMC Pavement Arrows *

Straight * XPVAS Left Turn * XPVAL Right Turn * XPVAR Straight & Left Turn * XPVASL Straight & Right Turn * XPVASR Left Turn & Right Turn * XPVAB Straight, Left Turn, & Right Turn * XPVASB Straight (Interstate) * XPVASI Right (Interstate) * XPVARI Straight & Right (Interstate) * XPASRI

HOV Diamond Pavement Marking * XPVDMD Railroad Pavement Marking * XPVARR “Only” Pavement Marking * XPVONL Railroad Crossing Flasher (no gate) XRRFS Railroad Crossing Flasher with gate XRRFSG Signal Head with Number XSHN Signal Head with Number & Backplate XSHNB Sign XSIGN 2-Post Sign XSIGN2 2-Sided Sign X2SIGN Strain Pole for Signal Support XSPSS Wood Pole for Signal Support XWPSS

78

Existing Utilities Cell Name Water Line LP XWTRL Generic Utility Box (at ground) XUTIL Water Valve XWV Water Meter XWM Fireplug XFPLG Sanitary Sewer LP XSANS Sanitary Sewer Valve XSV Sanitary Sewer Meter XSM Manhole (un-specified utility) XMANH Storm Sewer Manhole XMHSTS Sanitary Sewer Manhole XMHSAS Gas Line LP XGASL Gas Meter XGM Gas Valve XGV Underground Power Line LP XUGPL Underground Telephone Line LP XUGTL Underground Power & Phone Line LP XUGPTL Underground CATV Line LP XUGCTV Underground Fiber Optic Cable LP XUGFOC Overhead Power Line LP XOHPL Overhead Telephone Line LP XOHTL Overhead Power & Telephone Line LP XOHPTL Overhead CATV Line LP XOHCTV Overhead Power & CATV Line LP XOHPVL Transmission Tower TRANST Guy Wire XGUY Guying Device Angle Anchor XGDAA Guying Device Vertical Anchor XGDVA Telephone Booth XTBTH Telephone Box XTBPX Telephone Pedestal XTPED Cable TV Pedestal XCAPED Light Pole 1 Light XLP Light Pole 2 Lights XLP2 Light Pole 3 Lights XLP3 Light Pole 4 Lights XLP4 Utility Pole XUP Utility Pole with Light XUPL

Erosion Control Cell Name Erosion Control Legend Header EROLEG Baled Hay BALE Baled Hay Pattern LP BALEP Baled Hay Legend BALEL Brush Barrier Legend BRSHBL Catchbasins

Bale Silt Trap CBBST Bale Silt Trap Legend CBBSTL Temporary Rock Protection “A” CBTRA Temporary Rock Protection “A” Legend CBTRAL Temporary Rock Protection “B” CBTRB Temporary Rock Protection “B” Legend CBTRBL Temporary Trap Single CBTRS Temporary Trap Single Legend CBTRSL

79

Erosion Control Cell Name Temporary Trap Multiple CBTRM Temporary Trap Multiple Legend CBTRML Silt Fence Trap CBSFT Silt Fence Trap Legend CBSFTL

Erosion Checks Type I TECI Type I Legend TECIL Type IA TECIA Type IA Legend TECIAL Type 4 CD4 Type 4 Legend CD4L Type 5 CD5 Type 5 Legend CD5L Type 6 CD6 Type 6 Legend CD6L

Temporary Filter Barrier LP FILTB Temporary Filter Barrier Legend FILTBL Permanent Energy Dissipater PRRED Permanent Energy Dissipater Legend PRREDL Permanent Rock Sediment Dam PRRSD Permanent Rock Sediment Dam Legend PRRSDL Sediment Basin Dam SBD Sediment Basin Dam Legend SBDL Sediment Basin Tabulation Sheet SBTABS Temporary Silt Fence SILTF Temporary Silt Fence Legend SILTFL Temporary Silt Fence with Backing Legend SILTBL Temporary Enhanced Silt Fence Legend SILTEL Sediment Trap Screen Check Dam STSCD Sediment Trap Screen Check Dam Legend STSCDL Temporary Culvert Crossing TCC Temporary Culvert Crossing Legend TCCL Temporary Construction Road TCR Temporary Construction Road Legend TCRL Temporary Dewatering Structure Legend TDWSL Temporary Berm LP TPB Temporary Berm Legend TPBL Temporary Diversion Channel LP TPDC Temporary Diversion Channel Legend TPDCL Temporary Rock Sediment Dam TPRSD Temporary Rock Sediment Dam Legend TPRSDL Temporary Slope Drain TPSD Temporary Slope Drain Inlet TPSDI Temporary Slope Drain Legend TPSDL Temporary Sediment Filter Bag TPSFB Temporary Sediment Filter Bag Legend TPSFBL Temporary Rock Check Dam Trapezoidal TRCDT Temporary Rock Check Dam Trapezoidal Legend TRCDTL Temporary Rock Check Dam “V” TRCDV Temporary Rock Check Dam “V” Legend TRCDVL Temporary Rock Screen Channel TRSC Temporary Rock Screen Channel Legend TRSCL Temporary Rock Sediment Dam TRSD Temporary Rock Sediment Dam Legend TRSDL

80

Erosion Control Cell Name Temporary Rock Screen Pipe TRSPI Temporary Rock Screen Pipe Legend TRSPIL Temporary Rock Screen Ditch TRSRD Temporary Rock Screen Ditch Legend TRSRDL Temporary Stabilization Construction TSF Temporary Stabilization Construction Legend TSFL Sand Bags Legend (bags stacked end to end) SSANDHL Sand Bags Legend (bags stacked side by side) SSANDVL Rip Rap for temporary slope drain outlet DMPR Rip Rap Legend DMPRL

Control Data Cell Name Baseline Label BL Coordinate Grid Tick CROSS Full Control Point FULLP Horizontal Control Point HORPT Horizontal Control Point (Aerial Surveys) HORZAP Vertical Control Point (Aerial Surveys) VERTAP Pass Point PASSP Point on Straight Tangent POST Point on Horizontal Tangent POT Traverse Control Point TRAVSP Vertical Control Point VERTP Control Point XCP

Political Boundaries Cell Name City LP CITYBL County LP COBL State LP STBL

Standard Drawings Cell Name Large Break Line BLLG Small Break Line BLSML Hexagonal Bolt Head BOLT Cut Line, Pointing Down CUTDWN Cut Line, Pointing Up CUTUP Minor Revision Note Block MNRNOT Minor Revision Note Symbol MNRSYM Hexagonal Nut, with bolt NUT Cylinder Break, Facing Down SCDWN Cylinder Break, Facing Up SCUP Small Hexagonal Bolt Head SMBOLT Small Hexagonal Nut, with bolt SMNUT

Miscellaneous Cells Cell Name Small Arrowhead T DARR Medium Arrowhead T TERM1 Large Arrowhead T TERM2 Extra-Large Arrowhead T TERM3 Points

CO=0 (white) P P CO=1 (gray) P P1 CO=2 (manila) P P2

81

Miscellaneous Cells Cell Name CO=3 (light blue) P P3 CO=4 (blue) P P4 CO=5 (orange) P P5 CO=6 (red) P P6 CO=7 (yellow) P P7 CO=8 (green) P P8 CO=9 (purple) P P9 CO=10 (violet) P P10 CO=11 (light purple) P P11 CO=12 (dark brown) P P12 CO=13 (light brown) P P13 CO=14 (olive) P P14 CO=15 (dark red) P P15 CO=16 (pink) P P16 CO=17 (dark blue) P P17

Blank Page, Front PAGEF Blank Page, Back PAGEB Blank General Location Map (Portrait) GNLOCP Blank General Location Map (Landscape) GNLOCL Blank Hydraulic Permit Location Map (Portrait) PMLOCP Blank Hydraulic Permit Location Map (Landscape) PMLOCL Blank Hydraulic Permit Sketch (Portrait) PMSK Blank Hydraulic Permit Sketch (Landscape with Profile Grid) PMSKGR Blank Notice of Intent Location Map (Portrait) NOIP Median Barrier * MEDBAR Median Barrier with Glare Screen * MDBRGS Short Median Barrier * MDBRS Bridge Parapet, Left * BRPRPL Bridge Parapet, Right * BRPRPR Traffic Flow Diagram, “X” Intersection TFD1 Traffic Flow Diagram, “T” Interchange (Down) TFD2 Traffic Flow Diagram, “T” Interchange (Up) TFD3 Traffic Flow Diagram, “T” Interchange (Right) TFD4 Traffic Flow Diagram, “T” Interchange (Left) TFD5 D.H.V. at Interchange TMINT D.H.V. at Bridge TMWB Interchange Layout Template Detail DINT Leisch Turning Movement, 42’ R.T. * LTM42 Leisch Turning Movement, 45’ R.T. * LTM45 Leisch Turning Movement, 60’ R.T. * LTM60 Leisch Turning Movement, 75’ R.T. * LTM75 Truck for Leisch Turning Movements * TRUCK Flow Line Symbol FL Plotter Date-&-Time Label DATER Scarify Legend ZZL

Proposed Centerline Geometry & Text Cell Name Centerline Label CL Curve Endpoints PCPT Point of Intersection PI Curve Data Table (no spiral) SECUDA Curve Data Table (spiral) SLCUDA Simple Deflection Data SEDEDA

82

Proposed Centerline Geometry & Text Cell Name Simple P.I. Data SEPIDA Match Line - Left MLL Match Line - Right MLR Functional Division - Match Line - Left FUNMLL Functional Division - Match Line - Right FUNMLR North Arrow NARR

Proposed Drainage Cell Name Box Bridge or Culvert Detail BCLDET Junction Box Label JBLB Inlet Elevation INELV Outlet Elevation OUTELV Box Bridge or Culvert Elevation Block BXBCBL Pipe or Box Culvert Data (Profile) DRPRO Pipe Culvert Data (Culvert Section) DRCLV1 Box Culvert Data (Culvert Section) DRCLV2 Manhole Code Label MHCODE Catchbasin (Median) CTBC Catchbasin (Gutter) CTBG Catchbasin Label 1 CBLB1 Catchbasin Label 2 CBLB2 Catchbasin Label 3 CBLB3 Cells for Geopak drainage nodes in plan view

Origin at parapet face Bridge Deck Drain, parapet rail inlet * BDPRPT Bridge Deck Drain, 9"X2' grate inlet * BD9X2 Origin at edge of roadway approach Bridge End Drain, 2'X8' grate inlet * BD2X8 Bridge End Drain, 4'X8' grate inlet * BD4X8 Origin at curb face, cell centered on gutter Catch basin, pipe connection points 32" by 26",type 10 CB only * CBX32S Catch basin, pipe connection points 4' by 3',type 10 CB only * CB4X3S Catch basin, pipe connection points 4' by 4',type 10 CB only * CB4X4S Catch basin, pipe connection points 32" by 32" * CBX32 Catch basin, pipe connection points 4' by 3' * CB4X3 Catch basin, pipe connection points 4' by 4' * CB4X4 Catch basin, pipe connection points 5' by 5' * CB5X5 Catch basin, pipe connection points 5'2" by 5'2" * CBX62 Catch basin, pipe connection points 6' by 6' * CB6X6 Catch basin, pipe connection points 7' by 7' * CB7X7 Catch basin, pipe connection points 8' by 3' * CB8X3 Catch basin, pipe connection points 8' by 4' * CB8X4 Catch basin, pipe connection points 8' by 5'2" * CB8X62 Catch basin, pipe connection points 8' by 8' * CB8X8 Catch basin, pipe connection points 9' by 9' * CB9X9 Catch basin, pipe connection points 10' by 10' * CBX10 Origin at center of median ditch, cell centered on median ditch Catch Basin, pipe connection points 32" by 32" * CBX32M Catch Basin, pipe connection points 4' by 4' * CB4X4M Catch Basin, pipe connection points 5' by 5' * CB5X5M Catch basin, pipe connection points 5'2" by 5'2" * CBX62M Catch Basin, pipe connection points 6' by 6' * CB6X6M Catch Basin, pipe connection points 7' by 7' * CB7X7M Catch Basin, pipe connection points 8' by 4' * CB8X4M

83

Proposed Drainage Cell Name Catch Basin, pipe connection points 8' by 8' * CB8X8M Origin at face of median barrier, cell beside median barrier Catch Basin, pipe connection points 32" by 32" * CBX32B Catch Basin, pipe connection points 4' by 3' * CB4X3B Catch Basin, pipe connection points 4' by 4' * CB4X4B Catch Basin, pipe connection points 5' by 5' * CB5X5B Catch Basin, pipe connection points 5'2" by 5'2" * CBX62B Catch Basin, pipe connection points 6' by 6' * CB6X6B Catch Basin, pipe connection points 7' by 7' * CB7X7B Catch Basin, pipe connection points 8' by 4' * CB8X4B Catch Basin, pipe connection points 8' by 8' * CB8X8B Catch basin, pipe connection points 9' by 9' * CB9X9B Origin at center of median barrier, centered on median barrier Catch Basin, pipe connection points 7' by 7' * CB7X7C Catch Basin, pipe connection points 9' by 9' * CB9X9C Origin at face of retaining wall, cell beside retaining wall Catch Basin, pipe connection points 5'2" by 5'2" * CBX62R Catch Basin, pipe connection points 7' by 7' * CB7X7R Origin at center of structure, cell centered Drop Inlet, pipe connection points 32" by 32" * DIX32 Drop Inlet, pipe connection points 4' by 4' * DI4X4 Drop Inlet, pipe connection points 5' by 5' * DI5X5 Drop Inlet, pipe connection points 5'2" by 5'2" * DIX62 Drop Inlet, pipe connection points 6' by 6' * DI6X6 Drop Inlet, pipe connection points 7' by 7' * DI7X7 Drop Inlet, pipe connection points 8' by 4' * DI8X4 Drop Inlet, pipe connection points 8' by 8' * DI8X8 Drop Inlet, pipe connection points 8' by 5'2" * DI8X62 Drop Inlet, pipe connection points 9' by 9' * DI9X9 Manhole, pipe connection points 5' by 5' * MH5X5 Manhole, pipe connection points 5'2" by 5'2" * MHX62 Manhole, pipe connection points 6' by 6' * MH6X6 Manhole, pipe connection points 7' by 7' * MH7X7 Manhole, pipe connection points 8' by 8' * MH8X8 Manhole, pipe connection points 9' by 9' * MH9X9 Manhole, pipe connection points 10' by 10' * MHX10 Junction Box, pipe connection points 32" by 32" * JBX32 Junction Box, pipe connection points 4' by 4' * JB4X4 Junction Box, pipe connection points 5'2" by 5'2" * JBX62 Junction Box, pipe connection points 7' by 7' * JB7X7 Junction Box, pipe connection points 9' by 9' * JB9X9 Origin at pipe connection point * Endwall outlet node EW Stub into existing pipe or box * STUB

Endwall Code Label EWLB Junction Box Code Label JBCODE Storm Drain Code Label DRCODE Miscellaneous Drainage Label DRBLNK Manhole (Drainage) DMAN Manhole Label Drainage 1 MHLB1 Manhole Label Drainage 2 MHLB2 Storm Sewer LP STMS Drainage Arrowhead DARR1 Special Ditch LP SPDT

84

Proposed Drainage Cell Name Small Special Ditch LP SMSD Special Flat-Bottom Ditch - left - shoulder SPFDL Special Flat-Bottom Ditch - left - line SPFDL2 Special Flat-Bottom Ditch - right - shoulder SPFDR Special Flat-Bottom Ditch - right - line SPFDR2 Special “V”-Bottom Ditch - left SPVFL Special “V”-Bottom Ditch - right SPVFR

Proposed Non-Transportation Features Cell Name Fence Line LP FENCE Short Fence LP FS

Proposed Transportation Features Cell Name Beginning-of-Curb Label BC End-of-Curb Label EC 6” Mountable Curb Detail 6MTCRB Type 12 Terminal End Element - Left TY12LT Type 12 Terminal End Element - Right TY12RT Type 13 Terminal End Element - Left TY13LT Type 13 Terminal End Element - Right TY13RT Type 21 Terminal End Element - Left TY21LT Type 21 Terminal End Element - Right TY21RT Type 38 Terminal End Element TY38 Type In-Line Terminal TYINLN Guardrail for 50 or 500 scale sheets *

Single Guardrail Post * 5GPST Median Guardrail LP * 5MDGR Median Guardrail Post * 5SPST Single Guardrail - lower LP * 5SGRL Single Guardrail - upper LP * 5SGRU

Guardrail Terminators for 50 or 500 scale sheet * Type 12 - 2:1 - lower * 5GL122 Type 12 - 2:1 - upper * 5GU122 Type 12 - 4:1 - lower * 5GL124 Type 12 - 4:1 - upper * 5GU124 Type 13 - lower * 5GL13 Type 13 - upper * 5GU13 Type 21 - lower * 5GL21 Type 21 - upper * 5GU21 Type 38 - lower * 5GL38 Type 38 - upper * 5GU38 In-line Anchor * 5INLA

Bridge Protection for 50 or 500 scale sheets * End - 36’ Median * 5BEP36 End - 40’ Median * 5BEP40 End - 48’ Median * 5BEP48 End - 60’ Median * 5BEP60 End - 64’ Median * 5BEP64 Pier - 36’ Median * 5BPP36 Pier - 40’ Median * 5BPP40 Pier - 48’ Median * 5BPP48 Pier - 60’ Median * 5BPP60

85

Proposed Transportation Features Cell Name Pier - 64’ Median * 5BPP64 Minimum - type 21 - lower * 5MN21L Minimum - type 21 - upper * 5MN21U Minimum - type 38- lower * 5MN38L Minimum - type 38 - upper * 5MN38U

Handicap Ramp * HCR

Proposed R.O.W. & Property Line Information Cell Name R.O.W. Control of Access - no fence LP ROWCA R.O.W. Control of Access - with fence LP ROWCAF R.O.W. Marker - upper right T ROWM R.O.W. Marker - lower right T ROWM1 R.O.W. Marker - upper left T ROWM2 R.O.W. Marker - lower left T ROWM3 R.O.W. Marker - Type A PROWA R.O.W. Marker - Type B PROWB R.O.W. Marker - Type C PROWC

Proposed Temporary Traffic Control Cell Name Traffic Control Legend Header TRFLEG Work Zone Legend WZL Flagger FLGR Flagger Legend FLGRL Supplemental Flags FLAGS Supplemental Flags Legend FLAGSL Type “A” Light LTA Type “A” Light Legend LTAL Type “B” Light LTB Type “B” Light Legend LTBL Type “C” Light LTC Type “C” Light Legend LTCL Flashing Arrow Board FLAB Flashing Arrow Board Legend FLABL Flashing Single Arrow FLABA Flashing Single Arrow Legend FLABAL Flashing Double Arrow FLABB Flashing Double Arrow Legend FLABBL Flashing Caution Arrow FLABC Flashing Caution Arrow Legend FLABCL Changeable Message MESSG Changeable Message Legend MESSGL Changeable Message Sign MESSGS Changeable Message Sign Legend MESGSL Type 1 Barricade Detail - left 1BARDL Type 1 Barricade Detail - right 1BARDR Type 2 Barricade 2BAR Type 2 Barricade Legend 2BARL Type 2 Barricade Detail - left 2BARDL Type 2 Barricade Detail - right 2BARDR Type 3 Barricade 3BAR Type 3 Barricade Legend 3BARL Type 3 Barricade Detail - left 3BARDL Type 3 Barricade Detail - right 3BARDR

86

Proposed Temporary Traffic Control Cell Name Type 3 Barricade Detail - double (road closure) 3BARDC Barrel (single) BARREL Barrel for patterning - left BARRLT Barrel for patterning - right BARRRT Barrel Legend BARRLL Barrel w/light typical section BARLTS Portable Barrier PBAR Portable Barrier with Light PBRL Portable Barrier Legend PBARL Portable Barrier with Light Legend PBRLL Portable Barrier with Panel Legend PBRVL Remove Pavement Marking LP RPST Remove Pavement Marking Legend RPSTL Temporary Striping LP TPST Temporary Sign symbol TSIGN Temporary Sign Legend TSIGNL Temporary 2-Post Sign symbol TSIGN2 Temporary 2-Post Sign Legend TSGN2L Temporary 2-Sided Sign symbol T2SIGN Temporary 2-Sided Sign Legend T2SGNL Temporary Guardrail Attenuator TATTN Temporary Guardrail Attenuator Legend TATTNL Barrier Light without Barrier WLIGHT Vertical Panel, Single Face TVP Vertical Panel, Two Faced T2VP

Proposed Permanent Traffic Control & Lighting Cell Name 2” Conduit LP 2CON High Mast Pole Luminaire - full HMPLF High Mast Pole Luminaire - half HMPLH Offset Luminaire Pole OFTLP Jacked Bored Conduit, for 50 or 500 scale sheets * 5JBC Jacked Bored Conduit, for 100 or 1000 scale sheets * 1JBC Loop Detector - single * LDS Loop Detector - double * LDD Loop Detector - double volume density * LDVD Pad-Mounted Controller PDMC Pedestrian Signal Head, with number PDSHN Pedestrian Push-button PPH Pull Box PLB Pole-Mounted Controller PLMC Pavement Stripes *

Single Dashed White Line 4” 10-30 LP * SDW410 Single Dashed White Line 4” 2-4 LP * SDW42 Single Dashed White Line 8” 2-4 LP * SDW82 Single Dashed White Line 8” 3-12 LP * SDW83 Double Solid Yellow Line 4” LP * DSY4 Double Solid/Dashed Yellow Line 4” Left LP * DMY4L Double Solid/Dashed Yellow Line 4” Right LP * DMY4R

Pavement Directional Markers (Left Origin) PVMRKL Pavement Directional Markers (Right Origin) PVMRKR Pavement Directional Markers (Center Origin) PVMRKC Pavement Arrows *

Straight * PVAS

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Proposed Permanent Traffic Control & Lighting Cell Name Left Turn * PVAL Left Turn Pair (turn lane) * PVA2L Right Turn * PVAR Straight & Left Turn * PVASL Straight & Right Turn * PVASR Left Turn & Right Turn * PVALR Straight, Left Turn, & Right Turn * PVASB Straight (Interstate) * PVASI Right (Interstate) * PVARI Straight & Right (Interstate) * PVASRI

Bike Lane Arrow Pavement Marking * PVBARW Bike Lane Bike Rider Symbol Pavement Marking * PVBRDR Bike Lane Bike Symbol Pavement Marking * PVBSYM Bike Lane Words Pavement Marking * PVBWRD HOV Diamond Pavement Marking * PVDMD Railroad Pavement Marking * PVRR “Stop Ahead” Pavement Marking * PVSA “Only” Pavement Marking * PVONLY Railroad Crossing Flasher (no gate) RRFS Railroad Crossing Flasher with gate RRFSG Signal Head with Number SHN Signal Head with Number & Backplate SHNB Sign symbol PSIGN 2-Post Sign symbol PSIGN2 2-Sided Sign symbol P2SIGN Strain Pole for Signal Support SPSS Wood Pole for Signal Support WPSS Lighting Control Center LCC Traffic Signal Heads

Flashing Beacon - Red FBHR Flashing Beacon - Yellow FBHY Pedestrian Signal (Words) PED Pedestrian Signal (Symbols) PEDSYM Pedestrian Signal (LED Symbols) PEDLED Type 123A2V 123A2V Type 130 130 Type 130A2 Left 130A2L Type 130A2 Right 130A2R Type 140A1 Left 140A1L Type 140A1 Right 140A1R Type 150A2 Left 150A2L Type 150A2 Right 150A2R Type 150A2V 150A2V

Proposed Utilities Cell Name Water Line LP WTRL Water Valve WV Water Meter WM Manhole (Water) WMAN Fireplug FPLG Sanitary Sewer LP SANS Manhole (Sewer) MANH Manhole Label (Sewer) MHLBS Gas Line LP GASL

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Proposed Utilities Cell Name Gas Meter GM Gas Valve GV Manhole (Gas) GMAN Sanitary Sewer Valve SV Sanitary Sewer Meter SM Underground Power Line LP UGPL Underground Telephone Line LP UGTL Underground Power & Phone Line LP UGPTL Underground CATV Line LP UGVL Underground Fiber Optic Cable LP UGFOC Manhole (Electricity) PMAN Manhole (Telephone or CATV) TMAN Overhead Power Line LP OHPL Overhead Telephone Line LP OHTL Overhead Power & Telephone Line LP OHPTL Overhead CATV Line LP OHCTV Overhead Power & CATV Line LP OHPVL Power Pole PWRP Telephone Pole TELP Light Pole with Power LWPP Light Pole with Telephone LWPP Light Pole 1 Light LPOL Light Pole 2 Lights LPOL2 Light Pole 3 Lights LPOL3 Light Pole 4 Lights LPOL4 Guying Device Angle Anchor GDAA Guying Device Pole GDP Guying Device Vertical Anchor GDVA Telephone Pedestal TPED Power Transmission Tower TRANSP

Typical Sections Cell Name Curb & Gutter CGTYP Mountable Curb & Gutter MCGTYP Curb & Gutter Superelevation Detail CGSDS Curb & Gutter Superelevation Detail - Future Lane CGSDSL 6” Mountable Curb Detail 6MTCRB Median Barrier MBTYP Guardrail GRTYP Superelevation Rollover Note SRNOTE Pavement Schedule Block Title PVSCHT Pavement Schedule Block Item PVSCHI Typical Sections

RD-TS-1 Tangent TS1T RD-TS-1 Superelevated TS1S RD-TS-2 Tangent TS2T RD-TS-2 Superelevated TS2S RD-TS-2A Tangent 4-Lane TS2A4T RD-TS-2A Tangent 6-Lane TS2A6T RD-TS-2A Superelevated 4-Lane TS2A4S RD-TS-2A Superelevated 6-Lane TS2A6S RD-TS-2B Tangent 4-Lane TS2B4T RD-TS-2B Tangent 6-Lane TS2B6T RD-TS-2B Superelevated 4-Lane TS2B4S

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Typical Sections Cell Name RD-TS-2B Superelevated 6-Lane TS2B6S RD-TS-3 Tangent TS3T RD-TS-3 Superelevated TS3S RD-TS-3A Tangent 4-Lane TS3A4T RD-TS-3A Tangent 6-Lane TS3A6T RD-TS-3A Superelevated 4-Lane TS3A4S RD-TS-3A Superelevated 6-Lane TS3A6S RD-TS-3B Tangent 4-Lane TS3B4T RD-TS-3B Tangent 6-Lane TS3B6T RD-TS-3B Superelevated 4-Lane TS3B4S RD-TS-3B Superelevated 6-Lane TS3B6S RD-TS-3C Tangent 4-Lane TS3C4T RD-TS-3C Tangent 6-Lane TS3C6T RD-TS-3C Superelevated 4-Lane TS3C4S RD-TS-3C Superelevated 6-Lane TS3C6S RD-TS-4 Tangent 1-Lane TS41T RD-TS-4 Tangent 2-Lane TS42T RD-TS-4 Superelevated 1-Lane TS41S RD-TS-4 Superelevated 2-Lane TS42S RD-TS-5 Tangent 4-Lane TS54T RD-TS-5 Tangent 6-Lane TS56T RD-TS-5 Superelevated 4-Lane TS54S RD-TS-5 Superelevated 6-Lane TS56S RD-TS-5A Tangent 4-Lane TS5A4T RD-TS-5A Tangent 6-Lane TS5A6T RD-TS-5A Superelevated 4-Lane TS5A4S RD-TS-5A Superelevated 6-Lane TS5A6S RD-TS-5B Tangent 4-Lane TS5B4T RD-TS-5B Tangent 6-Lane TS5B6T RD-TS-5B Superelevated 4-Lane TS5B4S RD-TS-5B Superelevated 6-Lane TS5B6S RD-TS-6 10.8 m Depressed Median TS61T RD-TS-6 5.5 m Raised Median TS62T RD-TS-6 3.6 m Median TS63T RD-TS-6 1.2 m Median TS64T RD-TS-6 No Median TS65T RD-TS-6A 5.5 m Raised Median TS6A1T RD-TS-6A 3.6 m Median TS6A2T RD-TS-6A 1.2 m Median TS6A3T RD-TS-6A No Median TS6A4T RD-TS-7 Tangent TS7T RD-TS-7 Superelevated TS7S RD-TS-7A Tangent TS7AT RD-TS-7A Superelevated TS7AS Private Drive PVTT

Sheet Cells Cell Name Standard Sheet Borders

Standard Plan (with coordinate note) BDRSHT Standard Plan (no note) BDR2ND Standard Drawing (for Special Design) STDBDR Standard 1” or 2cm 10x10 Grid GRDSHT Modified 1” or 2cm 10x10 Grid MGRID Cross-Section XSTSHT

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Sheet Cells Cell Name Cross-Section with old Cut & Fill columns XSTCOL Standard Plan / Profile PROSHT Title Sheet TITLE Standard Plan (with 7 decimal coordinate note) BDR7DC

Border Coordinate Note NTCORD Border Coordinate Note with 7 decimal coordinate datum adjustment NTCO7D Metric Symbol (in METRIC.CEL only) MLOGO Sheet Title Blocks

1 Blank Line STB00 2 Blank Lines STB01 3 Blank Lines STB02 4 Blank Lines STB03 Drainage Map STB04 3 Blank Lines - Station - Scale STB05 Erosion Control Plan STB06 Traffic Control Plan - Phase STB07 Traffic Control Notes STB08 Traffic Control Plan STB09 ROW Acquisition Table STB10 Property Map - Station - Scale STB11 Traffic Control Plan (no station, no scale) STB12 Sign Schedule STB14 Utilities - Station - Scale STB16 Ramp Profiles STB20 Private Drive Profiles STB21 Side Road & Street Profiles STB22 Profile - station - scale - scale STB23 Contour Map - station - scale STB29 Present Layout - station - scale STB30 Present & Proposed Layout - station - scale STB34 Proposed Layout - station - scale - scale STB40 Proposed Layout - station - scale STB41 Proposed Layout & Profile - station - scale - scale STB42 Culvert Cross-Sections STB44 Roadway Cross-Sections STB45 Tabulated Quantities STB50 Tabulated Quantities & General Notes STB51 Tabulated Quantities - sheet of STB52 Details STB54 Pavement Striping Details STB55 Right-of-Way Details STB56 Typical Section STB60 Typical Section & Pavement Schedule STB61 Typical Section of Improvements STB62 Typical Paving Section STB63 Typical Section, Est. Quantities, Gen. Notes, & Scope of Work STB64 Typical Section, Estimated Quantities, & General Notes STB65 Estimated Roadway Quantities - sheet of STB69 Estimated Roadway Quantities STB70 Estimated Quantities, General Notes, & Scope of Work STB71 Estimated Roadway & Bridge Quantities STB72 Estimated Quantities, General Notes, & Special Notes STB73 Estimated Roadway Quantities & General Notes STB74 Estimated Roadway Quantities & Tabulates Quantities STB75

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Sheet Cells Cell Name Estimated Bridge Quantities STB76 Estimated Quantities & General Notes STB79 General Notes, Special Notes, & Scope of Work STB80 General Notes STB81 General Notes & Scope of Work STB82 General Notes & Special Notes STB83 Special Notes STB84 Index & Standard Drawings STB90 Index STB91 Standard Drawings STB92 Index of Standard Drawings (for Special Design) STB93 Not to Scale (supplemental) STB99

Aerial Survey Title Block AESTB Tennessee Map Outline TNMAP Title Sheet Index TSNDX Title Sheet Construction Index CSNDX Title Sheet Design Block BLKDES Title Sheet Equations Block Header EQUHDR Title Sheet Equations Block Line EQUBLK Title Sheet Equations Block Total EQUTTL Title Sheet Exclusions Block EXBLK Title Sheet No Exclusions/No Equations Block NOEXEQ Title Sheet Scale Bars

English SBAR Metric, 4 Divisions SBAR4 Metric, 4 Divisions, with Subdivisions SBAR4S Metric, 5 Divisions SBAR5 Metric, 5 Divisions, with Subdivisions SBAR5S

Title Sheet Signatures Commissioner Gerald Nicely SIGGFN Jeff Jones SIGJCJ Jim Ziegler SIGJHZ

Sheet Stamps File Room Filing Stamp FILERM Construction Only SPCONS Preliminary & R.O.W. Field Review SPARFR Preliminary Plans - Subject to Change SPCPP Construction Field Review Only SPCFR Preliminary Construction Field Review SPPCFR Preliminary Estimate Only SPPEST Preliminary Field Review SPPFR Preliminary ROW Field Review SPPRFR ROW Only SPROW ROW Field Review Only SPRFR Title Search Only SPTITL Incidentals Only SPINCO Blank SPBLNK

Roadway Quantities Roadway Quantity Sheet ITMSHT Roadway Header - 1 column ITM1HR Bridge Header - 1 column ITM1HB Box Bridge Header - 1 column ITM1HX Line - 1 column ITM1CQ Roadway Header - 2 columns ITM2HR

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Sheet Cells Cell Name Bridge Header - 2 columns ITM2HB Box Bridge Header - 2 columns ITM2HX Line - 2 columns ITM2CQ Roadway Header - 3 columns ITM3HR Bridge Header - 3 columns ITM3HB Box Bridge Header - 3 columns ITM3HX Line - 3 columns ITM3CQ

SIGN.CEL & MSIGN.CEL ( Some cells are not available in MSIGN.CEL)

Miscellaneous Cells Cell Name Small Arrowhead AROW.! Medium Arrowhead AROW.2 Large Arrowhead AROW.3 Cantilever Support Details CANTSU Right Ramp Shoulder X-Section Detail CS1 Roadway Shoulder X-Section Detail CS2 Overhead X-Section Detail CS3 Overhead School Flasher Detail CS4 Overhead School Flasher Detail 2 CS5 Overhead School Flasher Detail 3 CS5.5 Overhead School Flasher Detail 4 CS6 Span Pole Sign Detail 2 CS7 4-Lane to 2 2-Lane Split Diagrammatic DAR4 3-Lane to 2 2-Lane Split Diagrammatic DAROW 4-Lane to 3 2-Lane Split Diagrammatic DAROWG 4-Lane to 2 2-Lane Split Diagrammatic DARRO4 3-Lane to 2 2-Lane Split Diagrammatic DARROW Delineator - White DEL.1 Delineator - Yellow DEL.2 Loop Arrow Detail DLOOP Loop Arrow Detail 2 DLOOP2 Existing Overhead Structure Label EXTOS Supplemental Flags FLAGS “G” Arrow and Tabulated Dimensions G.ARRW Type “A” Light LTA Type “B” Light LTB Type “C” Light LTC Changeable Message Sign MESSG Metric Seal METRIC Miscellaneous Details MISE Miscellaneous Details MISE1 Sign Number Oval 1 & 3 Digits OVAL Sign Number Oval 2 Digits OVAL2 Proposed Sign symbol PSIGN Proposed 2-Post Sign symbol PSIGN2 Proposed 2-Sided Sign symbol P2SIGN Arrow for Sign Face SARROW Span wire shield assembly SWSA Sign Schedule Sheet 1 SS1 Sign Schedule Sheet 2 (Includes Post Substitution Table) SS2 Sign Structure Sheet SSHEET Temporary Sign symbol TSIGN Temporary 2-Post Sign symbol TSIGN2 Temporary 2-Sided Sign symbol T2SIGN

Signs Cell Name Blank Diamond Sign DIAMND Blank Rectangle Sign 1 RCTNG1 Blank Rectangle Sign 2 RCTNG2

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Signs Cell Name Blank Rectangle Sign 3 RCTNG3 Blank Supplemental Sign RCTSUP Davidson County Line DAVCON Bike Route D11.1 Bike Trail (D11-1 Modified) D11.1M Park and Ride - right D4.2 Park and Ride - left D4.2A Bicycle Parking D4.3 Picnic Area D5.5A Hospital Exit D9.1 Hospital Symbol D9.2 Handicap Symbol D9.6 Gore Exit E5.1 Gore Ramp E5.1A Gore Exit w/ Loop Arrow E5.2 Gore Ramp w/ Loop Arrow E5.2A Exit 2 Digits E5.3 Exit 3 Digits E5.4 Exit 4 Digits E5.4A Exit 2 Digits w/ Loop Arrow E5.5 Exit 3 Digits w/ Loop Arrow E5.6 Exit Closed EXC Exit Open EXO 45 MPH Curve 45CUR Road Work Next ? Miles G20.1 End Road Work G20.2A HOV Lane Ahead - Vertical HOV.1 HOV Lane Ahead - Horizontal HOV.2 HOV Lane Ends - Vertical HOV.3 HOV Lane Ends - Horizontal HOV.4 2 Persons Minimum 7 AM to 9 AM - Vertical HOV.5 2 Persons Minimum 7 AM to 9 AM - Horizontal HOV.6 2 Persons Minimum 4 PM to 6 PM - Vertical HOV.7 2 Persons Minimum 4 PM to 6 PM - Horizontal HOV.8 No Trucks w/ 3 Axles 7 AM to 9 AM HOV.9 No Trucks w/ 3 Axles 4 PM to 6 PM HOV.9A Hikers Symbol (RL-100 in Green) I.4 Airport Symbol I.5 D5 Arrow - Supplemental I.5A Long Arrow - Supplemental (Used under Airport Symbol,Etc.) LGARRO Interstate 2 Digits M1.1 Interstate 3 Digits M1.1B U.S. Highway 2 Digits M1.4 U.S. Highway 3 Digits M1.4B Primary State Route 1 Digit TN.6C1 Primary State Route 2 Digits TN.6C Primary State Route 3 Digits TN.6D Secondary State Route 1 Digit TN.6A1 Secondary State Route 2 Digits TN.6A Secondary State Route 3 Digits TN.6B Junction Marker M2.1 Direction - North M3.1 Direction - East M3.2 Direction - South M3.3 Direction - West M3.4 By-Pass Marker M4.2 Business Marker M4.3 To Highway M4.5 End Detour M4.8A Detour - left M4.9L Detour - right M4.9R Detour Arrow - left M4.10L Detour Arrow - right M4.10R

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Signs Cell Name Begin Marker M4.11 End Marker M4.12 Advance Arrow - 0� left M5.1L Advance Arrow - 0� right M5.1R Advance Arrow - 45� left M5.2L Advance Arrow - 45� right M5.2R Directional Arrow - 0� left M6.1L Directional Arrow - 0� right M6.1R Directional Arrow - 45� left M6.2L Directional Arrow - 45� right M6.2R Directional Arrow - 90� M6.3 Directional Arrow - 0� both M6.4 Directional Arrow - 45� left both M6.5L Directional Arrow - 45� right both M6.5R Directional Arrow - 0� 90� left M6.6L Directional Arrow - 0� 90� right M6.6R Directional Arrow - 0� 45� left M6.7L Directional Arrow - 0� 45� right M6.7R Mile Marker 1 Digit MM.1 Mile Marker 2 Digits MM.2 Mile Marker 3 Digits MM.3 Stop R1.1 Yield R1.2 Speed Limit ? mph R2.1 Speed Limit 55 mph R2.1_5 Speed Limit 65 mph R2.1_6 Speed Limit ? Trucks ? TN.7B Speed Limit 55 Trucks 50 TN.7B5 Minimum Speed ? mph R2.4 Speed Limit ? Minimum ? R2.4A Reduced Speed Ahead R2.5A Reduced Speed ? mph R2.5B Speed Zone Ahead R2.5C No Right Turn Symbol R3.1 No Left Turn Symbol R3.2 No “U” Turn Symbol R3.4 Mandatory Movement Arrow - Left R3.5L Mandatory Movement Arrow - Right R3.5R Optional Movement Arrow R3.6 Left Lane Must Turn Left R3.7L Right Lane Must Turn Right R3.7R Lane Movement Arrow R3.8MD Center Lane Left Turn Only R3.9B Bike Lane Ahead R3.16 Bike Lane Ends R3.16A Right Turn Lane Bikes Only R3.17 Left Lane Bikes Right Lane Parking Only R3.17A Do Not Pass R4.1 Pass With Care R4.2 Slower Traffic Keep Right R4.3 Begin Right Turn Lane Yield to Bikes R4.4 Trucks Use Right Lane R4.5 Truck Lane 500 Feet R4.6 Keep Right symbol R4.7 Keep Right arrow - level R4.7A Keep Right arrow - slant R4.7B Do Not Enter R5.1 Wrong Way R5.1A One Way arrow - left R6.1L One Way arrow - right R6.1R Divided Highway - “ + “ Intersection Legend R6.3 Divided Highway - “ T “ Intersection Legend R6.3A No Parking Anytime R7.1A

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Signs Cell Name No Parking Anytime R7.1L No Parking Anytime R7.1R No Parking Anytime R7.1X Bus Stop No Parking R7.107 No Parking (symbol) R8.3A Emergency Stopping Only R8.7 Do Not Stop On Tracks R8.8 Stop Here On Red R10.6 Stay In Lane To Extend Green R10.6M Left Turn Lane R10.10 Keep Off Median R11.1 Road Closed R11.2 Road Closes ? Miles Local Traffic Only R11.3 Road Closed to Thru Traffic R11.4 Railroad Crossing (Crossbuck) R15.1 Type 1 Object Marker RFS Type 3 Object Marker - left TN.14L Type 3 Object Marker - right TN.14R Lights On When Raining TN.16 Pedestrians Prohibited TN.21 small - Scenic Highway TN.22A large - Scenic Highway TN.22B Authorized Vehicles Only TN.29 Buckle Up TN.30 Anti-Litter Trashman symbol TN.31 directional arrow TN.39 Reserved Parking - Handicap TN.41 School flashing overhead TN.8 School flashing ground TN.8A End XX Mile Speed TN.9 Stranded Motorist - Roadway (2 nos.) TN45A1 Stranded Motorist - Roadway (3 nos.) TN45A2 Stranded Motorist - Directional Ramp TN45B Stranded Motorist - Entrance Ramp TN45C1 Stranded Motorist - Exit Ramp TN45C2 Hikers Symbol RL.100 School Advance Symbol S1.1 School Crossing Symbol S1.2 When Children Are Present S4.2 School S4.3 Turn Symbol - Left W1.1L Turn Symbol - Right W1.1R Curve Symbol - Left W1.2L Curve Symbol - Right W1.2R Reverse Turn Symbol - Left W1.3L Reverse Turn Symbol - Right W1.3R Reverse Curve Symbol - Left W1.4AL Reverse Curve Symbol - Right W1.4AR Two-Lane Shift Left W1.4BL Two-Lane Shift Right W1.4BR Three-Lane Shift Left W1.4CL Three-Lane Shift Right W1.4CR Winding Road - Left W1.5L Winding Road - Right W1.5R Large Arrow - One Way W1.6 Large Arrow - Both Ways W1.7 Chevron Alignment W1.8 Crossroads Symbol W2.1 Side Road Symbol W2.2 “T” Intersection Symbol W2.4

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Signs Cell Name Stop Ahead W3.1 Stop Ahead Symbol W3.1A Yield Ahead W3.2 Yield Ahead Symbol W3.2A Signal Ahead Symbol W3.3 Merge Arrow (Ramp) W4.1 Merge Left Symbol W4.2L Merge Right Symbol W4.2R Added Lane Symbol - Left W4.3L Added Lane Symbol - Right W4.3R Narrow Bridge Symbol W5.2A One Lane Bridge W5.3 Divided Highway Begins W6.1 Center Lane Closure W6.1M Divided Highway Ends W6.2 Two-Way Traffic W6.3 Steep Grade Symbol W7.1 Trucks Use Lower Gear W7.2B ? % Grade W7.3 Next ? Miles W7.3A ? % Grade Next ? Miles W7.3B Bump W8.1 Dip W8.2 Soft Shoulder W8.4 Slippery When Wet Symbol W8.5 Shoulder Drop-Off W8.9A Special Sign - Low Shoulder W8.9AM Uneven Lanes W8.11 Special Sign - Uneven Lanes W8.11A No Center Stripe W8.12 Left Lane Ends W9.1L Right Lane Ends W9.1R Lane Ends Merge Left W9.2L Lane Ends Merge Right W9.2R Railroad Crossing W10.1 Railroad Crossing Right at Intersection symbol W10.2 Railroad Crossing Right at Sideroad symbol W10.3 Railroad Crossing Left at "T" Intersection symbol W10.4 Pedestrian Crossing symbol W11A.2 Bicycle symbol W11.1 Truck symbol W11.10 Equestrian symbol W11.7 Fire Station symbol W11.8 Double Arrow (obstacle) W12.1 ? FT ? IN Clearance W12.2 Speed Advisory Plate W13.1 Exit Speed ? MPH W13.2 Dead End W14.1 No Passing Zone W14.3 Share The Road (supplemental used with bike signs) W16.1 Road Work Ahead W20.1 Road Work ? FT W20.1F Road Work ? MI W20.1M Road Work ? (Left or Right) W20.1S Detour Ahead W20.2 Detour ? FT W20.2F Detour ? MI W20.2M Road Closed Ahead W20.3 Road Closed ? FT W20.3F Road Closed ? MI W20.3M One Lane Road Ahead W20.4 One Lane Road ? FT W20.4F

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Signs Cell Name One Lane Road ? MI W20.4M Left Lane Closed Ahead W20.5L Left Lane Closed ? FT W205FL Left Lane Closed ? MI W205ML Right Lane Closed Ahead W20.5R Right Lane Closed ? FT W205FR Right Lane Closed ? MI W205MR ? Shoulder Closed Ahead W20.5A ? Shoulder Closed ? ? W20.5B Lane Shift Ahead SPEC7 Lane Shift ? FT SPEC7A Trucks Use Left Lane SPEC8 Flagger Symbol W20.7A Be Prepared To Stop W20.7B Supplemental W20.7S Workers Present TN.44 Workers Present When Flashing TN.44M Workers Symbol W21.1A Fresh Oil W21.2 Road Machinery Ahead W21.3 Shoulder Work W21.5 Blasting Zone Ahead W22.1 Turn Off 2-Way Radios & Cellular Phones W22.2 End Blasting Zone W22.3 Maximum ? Minute Red SPEC1 Maintain ? MPH Speed SPEC2 Horizontal Clearance ? FT SPEC3 1-Lane Bridge ? FT Horizontal Clearance ? FT SPEC4F 1-Lane Bridge ? MI Horizontal Clearance ? FT SPEC4M Work Zone Speed ? MPH When Flashing SPEC5 End ? MPH Speed SPEC6

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Manual Revisions

June, 2003

1. Updated table of contents.

2. Updated list of MS Office templates.

3. Added the following new Microstation custom line styles: Prop. Drainage BRIDGE DRAIN 18" PROP Erosion Control SILT FENCE BACKED SILT FENCE ENHANCED SLOPE DRAIN 8" TEMP SLOPE DRAIN 10" TEMP SLOPE DRAIN 12" TEMP SLOPE DRAIN 15" TEMP SLOPE DRAIN 18" TEMP

Utilities 1"GAS LINE PROP 1"WATER LINE PROP 1-1/2"GAS LINE 1-1/2"GAS LINE PROP 1-1/2"WATER LINE 1-1/2"WATER LINE PROP 1-1/4"GAS LINE PROP 1-1/4"WATER LINE PROP 1/2"GAS LINE PROP 1/2"WATER LINE PROP 10"FMS LINE 10"FMS LINE PROP 10"GAS LINE PROP 10"SA LINE PROP 10"WATER LINE PROP 12"FMS LINE 12"FMS LINE PROP 12"GAS LINE PROP 12"SA LINE PROP 12"WATER LINE PROP 14"FMS LINE 14"FMS LINE PROP 14"SA LINE PROP 14"WATER LINE PROP 15"WATER LINE PROP 16"FMS LINE 16"FMS LINE PROP 16"GAS LINE PROP 16"SA LINE PROP 16"WATER LINE PROP 18"FMS LINE 18"FMS LINE PROP 18"SA LINE PROP 18"WATER LINE PROP 2"FMS LINE 2"FMS LINE PROP 2"GAS LINE PROP 2"WATER LINE PROP 20"FMS LINE 20"FMS LINE PROP 20"SA LINE PROP 20"WATER LINE PROP 22"FMS LINE 22"FMS LINE PROP 22"SA LINE PROP 22"WATER LINE PROP 24"FMS LINE 24"FMS LINE PROP 24"GAS LINE PROP 24"SA LINE PROP 24"WATER LINE PROP 26"FMS LINE 26"FMS LINE PROP 26"GAS LINE 26"GAS LINE PROP 26"SA LINE 26"SA LINE PROP 27"SA LINE PROP 27"WATER LINE PROP 28"FMS LINE 28"FMS LINE PROP 28"SA LINE 28"SA LINE PROP 3"GAS LINE PROP 3"WATER LINE PROP 3/4"GAS LINE PROP 3/4"WATER LINE PROP 30"FMS LINE 30"FMS LINE PROP 30"GAS LINE PROP 30"SA LINE PROP 30"WATER LINE PROP 32"SA LINE PROP 32"WATER LINE PROP 34"SA LINE PROP 34"WATER LINE PROP 36"GAS LINE PROP 36"SA LINE PROP 36"WATER LINE PROP 4"FMS LINE 4"FMS LINE PROP 4"GAS LINE PROP 40"SA LINE PROP 40"WATER LINE PROP 4"WATER LINE PROP 4"SA LINE 4"SA LINE PROP 42"SA LINE PROP 42"WATER LINE PROP 45"SA LINE PROP 48"SA LINE PROP 5/8"GAS LINE 5/8"GAS LINE PROP 54"SA LINE PROP 6"FMS LINE 6"FMS LINE PROP 6"GAS LINE PROP 6"SA LINE PROP 6"WATER LINE PROP 60"SA LINE PROP 66"SA LINE PROP 72" SA LINE PROP 8"FMS LINE 8"FMS LINE PROP 8"GAS LINE PROP 8"WATER LINE PROP CABLE CABLE (UG) CABLE (UG) PROP CABLE PROP FIBER (UG) PROP FIBER OPTIC PROP FMS LINE FMS LINE PROP GAS LINE PROP GUY PROP P/C P/C PROP P/T PROP P/T/C P/T/C PROP POWER PROP POWER (UG) PROP

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POWER/CABLE POWER/CABLE PROP,T/C T/C PROP TELEPHONE TELEPHONE PROP TELEPHONE (UG) PROP WATER LINE PROP

4. Deleted the following obsolete or replaced Microstation custom line styles: 14"Gas Line 15"Gas Line 15" SA Line 18"Gas Line20"Gas Line 22"Gas Line 27"Gas Line 32"Gas Line34"Gas Line 40"Gas Line 42"Gas Line P/T/TVP/TV Power/TV T/TV TelegraphTelephone Line

5. Added new Geopak vertical alignment curve “K” value design table: tdot01.kvl This table uses values from the RD01 standard roadway drawings

based on the AASHTO 2001 green book.

6. Added new Geopak 3 port criteria (3PC) file.

draw_func_horiz_points.x Uses text symbol characters to mark all points on D&C: HA Points F functional division roadway horizontal alignments.

Curve PIs also include short tangent lines with thePI symbol.

7. Added new Geopak typical sections

BRDECK Undivided Roadway Bridge Deck BRDECD Divided Roadway Dual Bridge Decks

8. Added new Geopak cross section criteria files

BridgeDeck.x Concrete Bridge Deck w/rails, sidewalk,etc. ConcreteSwale.x Concrete Swale Ditch VarBridge.x & VdefBridge.x Variables for an undivided roadway bridge deckVarDualBridge.x & VdefDualBridge.x Variables for a divided roadway dual

bridge deck

9. Updated cell listing. See list of specific changes below.

10. Added latest manual revision notes.

Cell Library Revisions - June, 2003

The following changes have been made in the standard cell libraries, STDS.CEL & METRIC.CEL:

� Added/revised the following erosion control cells:

TPSDI (temporary slope drain inlet)SILTBL (silt fence with backing legend cell)SILTEL (enhanced silt fence legend cell)TECI (type I erosion check)TECIL (type I erosion check legend cell)TECIA (type IA erosion check)TECIAL (type IA erosion check legend cell)LINEEC (erosion control line area pattern)DEWATR (dewatering structure area pattern)

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SANDHL (sand bags legend cell - bags end to end) SANDVL (sand bags legend cell - bags side by side) TPSFB (temporary sediment filter bag) - revised silt fence symbology TPSFBL (temporary sediment filter bag legend cell) - revised silt fence symbology

� Added/revised the following traffic control cells:

TATTNL (temporary attenuator legend cell) - corrected originLINEWZ (work zone line area pattern)

� Added the following cells for Functional Division personnel:

FUNROW (functional R.O.W. area pattern)FUNPVM (functional pavement area pattern)FUNBR (functional bridge area pattern)FUNMLL (functional match line left)FUNMLR (functional match line right)

� Added/revised the following cells for Utilities Division personnel:

LPOL (proposed light pole 1 light) - updated to current standard round pole LPOL2 (proposed light pole 2 lights) - updated to current standard round pole LPOL3 (proposed light pole 3 lights) LPOL4 (proposed light pole 4 lights) LWPP (proposed light pole with power) - updated to round pole & removed line LWTP (proposed light pole with telephone) PWRP (proposed power pole) - updated to round pole & removed line TELP (proposed telephone pole) - updated to round pole & removed line SM (proposed sewer meter) SV (proposed sewer valve) TRANSP (proposed transmission tower)

� Deleted the following obsolete cells

Prop. Plan Endwall Cells: EWA, EWU, EWUPG, EWLL, EWLR, EWSD, EWST

Prop. Profile Box Culvert Cells: 4X3, 4X4, 5X3, 5X4, 5X5, 6X4, 6X5, 8X3, 8X4, 8X5, 8X8, 10X5, 10X6, 12X4, 12X12, 18X5, 18X8, 2_8X3, 2_8X4, 2_8X5, 2_8X8, 2_10X4, 2_10X5, 2_10X8, 2_10X9, 2_12X5, 2_12X6, 2_12X7, 212X10, 212X12, 218X18, 3_10X4, 312X12, 3_15X5

Prop. Utility Cells: LITP, PWTP, PTCVP

Erosion Control Cells: TDWS, BRSHB

The following changes have been made in the standard cell library, STDS.CEL:

� Added/revised the following drainage node cells for use with Geopak Drainage:

Bridge Drains:BD2X8 (bridge end drain - 2'X8' grate inlet)

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BD4X8 (bridge end drain - 4'X8' grate inlet) BD9X2 (bridge deck drain - 9"X2' grate inlet) BDPRPT (bridge deck drain - parapet rail inlet)

Gutter Catch Basins : CBX32S (prop gutter # 10 catch basin 32"X26") CB4X4S (prop gutter # 10 catch basin 4'X4')

Median Catch Basins : CBX62M (prop median catch basin 62"X62")

Median Barrier Catch Basins: CB7X7B (prop barrier catch basin 7'X7') - changed from circular pipe connection to sides CB9X9B (prop barrier catch basin 9'X9') CBX62B (prop barrier catch basin 62"X62") - corrected location of pipe connewction points

Drop Inlets: DIX62 (prop drop inlet 62"X62")

Retaining Wall Catch Basins: CB7X7R (prop retaining wall catch basin 7'X7') CBX62R (prop retaining wall catch basin 62"X62")

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December, 2002


2. Updated list of MS Office templates. Added new Word template for Public Hearing Notices.

3. Added new table showing Standard Special Symbols separate from main Standard character & Symbol listing.

4. Added new listing for Geopak 2001+ plan sheet library file tdot.psl under Geopak Plan & Profile Sheet Production files.

5. Added new Geopak 3 port criteria (3PC) files.

place_Br_end_GR.x This application plots the standard length of bridge D&C: GR Br End Prop.end guardrail (26' 10 3/4").

place_median_min_br_end.x This application plots in the minimum length of D&C: GR Min Inst Med guardrail required in the median at tangent non-

skewed bridges with a type 38 guardrail terminal,a type text label and the special slope limit linesused by cross section criteria.

place_median_br_end_prot.x This application places guardrail from the beginning D&C: GR Med Br Ends of the 50' curve through the taper to the terminal in

the median at bridge ends with a type 38 guardrail terminal, a type text label and the special slope limitlines used by cross section criteria.

place_median_earth_berm.x This application plots in the proposed median D&C: GR Med Earth Berm earth berm required at the end of bridges. The

quantity of earth required for the berm in cubicyards is calculated and appended to a CSV file named MedianEarthBerms.csv

place_median_br_pier_prot.x This application places guardrail from the beginning D&C: GR Med Br Piers of the 50' curve through the taper to the terminal in

the median for protection at bridge piers with a type 38 guardrail terminal, a type text label and thespecial slope limit lines used by cross section criteria.


MedianSlope.x Single 6:1 median slope MedianSlope10.x Depressed Median w/10:1 SlopesMedianSlope6-10.x Depressed Median w/6:1 subgrade tie & 10:1

median slopes

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6. Added new Microstation macro for use with Geopak.

traject.ba Microstation Basic macro which is used to draw a vehicle trajectory path to help determine the point of need for guardrail.



Cell Library Revisions - December, 2002

The following changes have been made in the standard cell libraries, STDS.CEL & METRIC.CEL:

� Updated location map form cells for Hydraulic Permit and Notice of Intent submittals.

PMLOCP hydraulic permit location map form - portraitPMLOCL hydraulic permit location map form - landscapeNOIP notice of intent vicinity map form - portrait

� Added the following new cells for bike lane pavement marking

PVBARW straight arrowPVBRDR bike rider symbolPVBSYMB bike symbolPVBWRD words - BIKE LANE

� Deleted the following obsolete cells previously used for erosion control

CD1A erosion check type 1ACD1AL erosion check type 1A legendCD1B erosion check type 1BCD1BL erosion check type 1B legendCD1C erosion check type 1CCD1CL erosion check type 1C legendCD1D erosion check type 1DCD1DL erosion check type 1D legend

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The following changes has been made in the standard cell libraries, SIGN.CEL & MSIGN.CEL:

� Added the following new sign cells for use with bike lanes and routes.

R3.16 Bike Lane AheadR3.16A Bike Lane EndsR3.17 Right Lane Bikes OnlyR3.17A Left Lane Bikes Right Lane Parking OnlyR4.4 Begin Right Turn Lane Yield to BikesR8.3A No Parking (symbol)W16.1 Share the Road (supplemental)

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July, 2002


2. Removed documentation on 2nd sheet development. This information is now available in a separate pdf document.

3. Changed designation of "metal" Microstation area pattern to reflect use for patterning of "crown vetch" areas.

4. Added the following new custom line styles: Guardrail Prop. Walls GR Br Rail Prop Retaining Wall GR Tern InLine

Erosion Control SAND BAGSAND BAG2

5. Added new Geopak 3 port criteria (3PC) files.

ew__labels.x This application is set up to work in conjunction with a D&C: Earthwork Text Microstation macro named ew_labels.ba to add earthwork

text prefixes & suffixes to the earthwork text file used when setting up cross section sheets to annotate earthwork areas.

place_row_flags.x This application reads a selection set of proposed D&C: ROW Flags R.O.W. lines and calculates & then places station

and offset flags at each break and if desired R.O.W.markers are placed as well.

place_row_marker.x This application reads a selection set of 2 adjoining D&C: ROW Marker proposed R.O.W. lines, calculates the angles & then

places the appropriate R.O.W. marker and labels it.

place_12_2to1_terminal.x This application plots a type 12 guardrail terminal, D&C: GR Term 12_2:1 the 13:1 taper and curve to tie to the guardrail at the

roadside. A type text label is also placed for the terminal as well as a point at the terminal location for later use in calculating quantities. The special slope limit lines used by cross section criteria to show pads and alter side slopes are plotted as well. This 3PC is for use when cut backslopes are 2:1.

place_12_4to1_terminal.x This application does the same as the previous one D&C: GR Term 12_4:1 but is for use when cut backslopes are 4:1.

place_13_terminal.x This application places a type 13 guardrail terminal D&C: GR Term Type 13 cell, a type text label and a point at the terminal

location for later use in calculating quantities.

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place_InLine_terminal.x This application places a type In-Line guardrail D&C: GR Term In-Line terminal cell, a type text label and a point at the

terminal location for later use in calculating quantities.

See new document PropROW.pdf for the workflow required to use new proposed R.O.W. 3PC files as well as procedures for development and storing of [roposed R.O.W. and easement points, chains and areas.


PvtDrProfileRural.x Private Drive Profiles - Rural Roadways PvtDrProfileUrban.x Private Drive Profiles - Urban Roadways

See new document PvtDrProfiles.pdf for the workflow required to use these criteria files for batch production oof private driuve profiles.

7. Added new Microstation macro for use with Geopak.

ew_labels.ba Microstation Basic macro which provides a dialog interface for the 3PC file ew_labels.x to add prefixes and suffixes to earthwork text files prior to placement on cross section sheets..

8. Removed section under Geopak , Converting State Plane Coordinates to Latitude and Longitude. This information is now available in a separate pdf document.

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9. Revised the Present & Proposed Layouts level structure to match current standards. |Level 8 Roadway Text TX=.120 |Level 16 Exist. R.O.W. & Property Line Text TX=.100 | Level 46 Prop. R.O.W. & Easement Text TX=.100 | Level 47 Prop. R.O.W. & Easement Patterning WT=2 (All dot patterns) |Level 58 Ersion Control Text TX=.100



Cell Library Revisions - July, 2002

The following changes have been made in the standard cell library, STDS.CEL:

� Updated sheet border cells: Removed obsolete CADD Symbol from lower left Adjusted name & date stamp location in lower left of sheet Removed designation "Bureau of Planning & Development" from lower right corner Adjusted location of remaining text in lower right corner block

TITLE title sheetBDRSHT plan sheet w/coordinate noteBDR2ND plan sheet without coordinate notePROSHT plan profile sheetMGRID full profile sheetGRDSHT culvert cross section sheetXSTSHT cross section sheetBDRSG soils & geolgy sheetSTDBDR standard drawing sheetSBTABS sediment basin tabulation sheetITMSHT old version item sheet

In addition to the changes listed above …On the title sheet border the designation "Bureau of Planning & Development" at thetop in the center was corrected to say "Bureau of Engineering". Obsolete columnlabels CUT & FILL on cross section sheet border were removed.

� Added new cells for use on jobs requiring a 7 decimal place NAD datum adjustment factor. BDR7DC plan sheet w/coordinate note NTCO7D Coordinate adjustment factor note

� Added new cell XSTCOL which like the previous version of the cross section sheet cell includes column labels CUT & FILL. This cell is maintained for any projects where it is NOT desired to change to the new sheet form which doesn’t use those columns.

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� Updated horizontal alignment curve data cells to match current standards and abbreviations as listed on standard roadway drawing RD-A-1. SECUDA simple curve data SLCUDA spiral curve data

� Updated ersion control dumped roxk cells used with temporary slope drains to show rip-rap instead of generic dumped rock as per standard roadway drawings RD-L-4 & EC-STR-27. DMPR RipRap for temporary slope drains DMPRL RipRap Legend.

� Changed color of area pattern cell METAL to reflect it's more common use for patterning crown vetch areas.

� Revised wording of typical section superelevation note in cell SRNOTE to match note as given on "RD" standard roadway drawings.

� In the following typical section cells made these changes: Removed 2' minimum depth and replaced with dimesion from shoulder to ditch point Reduced subgrade depth to more correctly reflect smaller roadways

TS1T tangent typical section based on RD-TS-1TS1S superelevated typical section based on RD-TS-1TS2T tangent typical section based on RD-TS-2TS2S superelevated typical section based on RD-TS-2TS3T tangent typical section based on RD-TS-3

� Added new cells for use with Geopak 3PC programs to place prop. R.O.W. markers and calculate their quantities. PROWA proposed R.O.W. marker type A PROWB proposed R.O.W. marker type B PROWC proposed R.O.W. marker type C

� Added new cells for use with Geopak 3PC programs to place proposed guradrail terminals and minimum installations. TY12LT proposed type 12 terminal end element - left TY12RT proposed type 12 terminal end element - right TY13LT proposed type 13 terminal end element - left TY13RT proposed type 13 terminal end element - right TY21LT proposed type 21 terminal end element - left TY21RT proposed type 21 terminal end element - right TY38 proposed type 38 terminal end elementTYINLN proposed type In-Line terminal

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The following changes has been made in the standard cell library, SIGN.CEL:

� Updated sign sheet border cells: Removed obsolete CADD Symbol from lower left Adjusted name & date stamp location in lower left of sheet Removed designation "Bureau of Planning & Development" from lower right corner Adjusted location of remaining text in lower right corner block

SSHEET sign structure sheetSS1 sign schedule sheet 1SS2 sign schedule sheet 2

� Added new cells: CS6 school flasher overhead detail 4 SWSA span wire shield assemblyTN.16 Lights On When Raining signTN.21 Pedestrians Prohibited signTN.22A small - Scenic Highway signTN.22B large - Scenic Highway signTN.29 Authorized Vehicles Only signTN.30 Buckle Up signTN.31 Anti-Litter Trashman symbol signTN.39 directional arrow signTN.41 Reserved Parking - Handicap signTN.8 School flashing overhead signTN.8A School flashing ground signTN.9 End XX Mile Speed signTN45A1 Stranded Motorist - Roadway (2 nos.) signTN45A2 Stranded Motorist - Roadway (3 nos.) signTN45B Stranded Motorist - Directional Ramp signTN45C1 Stranded Motorist - Entrance Ramp signTN45C2 Stranded Motorist - Exit Ramp signW10.2 Railroad Crossing Right at Intersection symbol signW10.3 Railroad Crossing Right at Sideroad symbol signW10.4 Railroad Crossing Left at "T" Intersection symbol signW11A.2 Pedestrian Crossing symbol signW11.1 Bicycle symbol signW11.10 Truck symbol signW11.7 Equestrian symbol signW11.8 Fire Station symbol sign

� Deleted obsolete sign cells BEE & TN.40 (booth are versions of "Bee Alert Arrive Unhurt").

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Documents

Survey and Design Computer-Aided