C3D CAD Standards by sew21405

VIEWS: 187 PAGES: 35

									                                                   Draft SE DOT CAD Guidelines – rev. May 27, 2009  



                                  STATE OF ALASKA

                           SOUTHEAST REGION

          C3D CAD Standards
                      Design and Construction Documentation

Q:\_Lib\Standards\Civil3D\DOT C3D CAD Standards.doc                                                    

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TABLE OF CONTENTS                                                             Page

  1. INTRODUCTION                                                             5

  2. DRAWING LOCATION – Where to Save Drawings                                7

       •   Engineering Design Drawings – C3D Data Referencing                 7
               i. Civil 3D Data Structure                                     8
       •   Plan Production Drawings                                           9

  3. DRAWING NAMING CONVENTION                                                11

       •   Engineering Design Drawings                                        11
       •   Plan Production Drawings                                           11

  4. DRAWING SETUP                                                            13

       •   Drawing Template (C3D Master Style)                                13
       •   Converting LD Drawings into C3D Drawings                           13
       •   Scale and Units                                                    13
       •   Font and Text Styles                                               13
       •   Text Scales                                                        13
       •   Tables, Titles, and Notes                                          15
       •   Dimension Settings                                                 16
       •   Blocks                                                             16
       •   Title Blocks                                                       16
       •   Linetypes & Lineweights                                            17
       •   Purge                                                              17
       •   Policy on Model Space and Paper Space                              17
       •   Policy on External Reference files (XREF’s)                        17

  5. LAYERING                                                                 19

       •   NCS Layer Name Field Codes                                         19
       •   NCS Layer Name Formatting                                          24
       •   Layer Translation – Translating DOT Layers to NCS Layers           25
       •   Standards Check                                                    34

  6. QUALITY ASSURANCE CHECKLIST                                              35

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                                                                       SECTION 1 - INTRODUCTION


The Department of Transportation Southeast Region is in the process of upgrading CAD
systems which involves switching from AutoDesk’s Land Desktop program to AutoDesk’s Civil
3D program.

Prior to the switch, each of the Alaska DOT Regions used varying proprietary CAD Standards
which greatly inhibited the ability to share drawings and electronic design information between
DOT regions and between DOT and private consultants. Over the last two decades as
engineering firms became dependent on CAD programs and developed multiple proprietary
CAD standards, core CAD users began to recognize the need for a global CAD standard to
standardize drawing information and improve electronic data sharing between disciplines and
between firms.

Global CAD standards streamline the exchange of design and construction data between
groups by creating a common “language” of data classification and organization. They also
remove the need to maintain multiple plot style files, the need to train staff on multiple
proprietary CAD standards, and the need to maintain multiple layering guide documents to be
able to decipher layer codes.

Because Civil3D has the U.S. National CAD Standards built into the program, SE DOT
administration decided that this upgrade offers the timely opportunity to transition from the SE
DOT proprietary CAD standard to the National CAD Standards (NCS). This step will streamline
information sharing between the SE DOT and other consultants that are already using the NCS,
and it will make information sharing between the SE DOT and Central DOT easier when Central
DOT makes the expected transition to National CAD Standards during their upgrade to
AutoDesk Civil 3D.

The purpose of this standards document is to provide a tight internal SE DOT specification for
producing design and construction drawings. The full version of the NCS can be found on the
server at: Q:\_Lib\Standards\_National CAD Standard\NCS_31.pdf.

The standards outlined in this document substantially conform to the 2006 NCS Version 3.1.
However, the SE DOT follows its own guidelines for naming and organizing CAD files, and it
follows the Highway Plans Standardization Guide for naming sheets.

Please direct any questions or comments about this document to:

Southeast Region Design
Nate Geary
Email: nate.geary@alaska.gov

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                                                            SECTION 2 - DRAWING LOCATION


  1. All engineering drawings (design and reconnaissance) shall be saved in the C3D project
     structure under the EN folder. The structure is shown below.

  2. To decrease individual drawing sizes, use data references to distribute the engineering
     model across multiple drawings.
        a. Create separate drawings for each of the four major Civil 3D design objects:
                  1) Surfaces
                  2) Alignments & Profiles
                  3) Corridors
                  4) Pipe Networks
                  5) View Frame Groups (if desired)
        b. Save the design object drawings in the appropriate folders inside the SOURCE
            DWGS folder. This excludes existing ground surface drawings. Reference EG
            surface drawings from the appropriate survey folder. Corridor, Alignment, and
            Profile drawings shall be saved in the ALIGNMENTS FOLDER and may be
            merged into one drawing on smaller projects if desired.

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                                                                SECTION 2 - DRAWING LOCATION

        c. Create data shortcuts for the design objects. See the AutoCAD help files and
            tutorials for additional information about creating and using data references.
  3. Create a master drawing in the SHEET COMPILATION folder with each of the final
     design objects referenced in it. This drawing will serve as the base sheet for the plan
     production drawings. The Corridor code set style shall be set to Plan Production in the
     Sheet Compilation drawing. Because C3D design objects are dynamic, the Sheet
     Compilation drawing will “synchronize” with referenced data links when those objects are
     updated or modified.
  4. Below is a sample Civil 3D drawing data structure.

                                  CIVIL 3D DATA STRUCTURE

DRAWING                                            DATA REFERENCES              X-REF


[the EG (TOPO) drawing shall not be copied into
the Surfaces folder but shall be referenced from
the survey folder]
                                                   EG SURFACE, CORRIDOR
FINISHED GRADE (if desired)


ALIGNMENT & PROFILE                                EG SURFACE                   Survey Linework

                                                   EG SURFACE, ALIGNMENT,
CORRIDOR & SECTIONS (LINEWORK)                                                  Survey Linework


VIEW FRAMES                                        ALIGNMENT


                                                   EG SURFACE, ALIGNMENT,
SHEET COMPILATION                                  PROFILES,
                                                                                Survey Linework
                                                   PROPOSED GRADE

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                                                            SECTION 2 - DRAWING LOCATION


  1. All current plan sheets shall be saved in the PLANSET folder.
  2. XREF the Sheet Compilation drawing for the Plan Production drawing base sheet.
  3. Use the DR directory for scratch drawings and pre-planset sketches.
  4. All current XREFS (excluding the Sheet Compilation drawing and any XREF’d survey
     drawings) will be saved in a folder called XREFS under the planset folder.
  5. All Corp Permit Sheets will be saved in a folder called CORP under the planset directory.
  6. All other drawings created by CAD staff shall be saved in the DR folder.

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                                               SECTION 3 - DRAWING NAMING CONVENTION


  1. There is no standard naming format for engineering design drawings. Use names that
     are meaningful and will be useful to others trying to locate specific information.


  1. All Planset drawings shall be saved in the PLANSET folder and use the following naming
         • (Project #) + (Sheet #’s) + (Brief Description)
         • Example: 68366_B1-6_Typicals.dwg
  2. All XREF Drawings shall be saved in the XREF folder under the PLANSET folder and
     use the following naming convention:
         • (X for Xref) + (Project #) + (Brief Description)
         • Example: X68366_TB-PLAN.dwg
  3. All Corp Permit Drawings shall be saved in the PLANSET folder and use the following
     naming convention:
         • (CP for Corp Permit) + (Project #) + (Sheet #’s) + (Brief Description)
         • Example: CP68366_1-25_Plan.dwg

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                                                                      SECTION 4 - DRAWING SETUP


  1. The DOT C3D Standard template drawing is located on the server at:
     Q:\_Lib\Standards\Civil3D\Templates\Standards\ _Alaska DOT C3D Standard.dwt
  2. This template has DOT C3D styles, fonts, dimension styles, and most of the NCS
     Annotation, Aviation, Roadway, and Survey layers already loaded in the template. It
     does not have structural layers loaded. The default template paths in Civil 3D options
     should point to the path and template listed above. If the default path does not point to
     the path listed above, contact the CAD Manager for assistance in configuring C3D to SE
  3. The plan production template is saved on the server at:
     Q:\_Lib\Standards\Civil3D\Templates\Standards\Plan Production\_C3D DOT TB-


  1. When starting a new project in C3D, start with the DOT Standard template drawing.
     If it is necessary to pull in existing information from a Land Desktop drawing, use the
     C3D import option to import the Land Desktop data into C3D. DO NOT MERELY OPEN
     import option will bring in existing LD information as C3D design objects. Existing
     linework can then be copied into the C3D drawing using the “copy with base point”
     command. Use the Layer Translator to convert the layer properties from the old CAD
     standard to the new NCS. See Section 5 – Layering, Layer Translator for information
     on the Layer Translators.


  1. All CAD drawing models shall be drafted at full scale in engineering units such that one
     drawing unit equals one foot. The only exception to this rule is when working on
     buildings or structures. In this case, CAD drawing models shall be drafted at full scale
     architectural units such that one drawing unit equals one inch.


  1. Only two fonts are approved for use: Arial and Arial Bold. These shall be the only fonts
     used on Plan & Detail Sheets. There will be two text styles used in all drawings: TT and
     NT. Do not use oblique text.


  1. All text shall be UPPERCASE throughout the plan set.
  2. Dimensions, labels, notes, and drawing titles shall be set to the sizes shown below.

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                                                                                 SECTION 4 - DRAWING SETUP

Style    Title           Font              Plot Size (1:1)          Remarks

TT0      Title Text      Arial (Bold)           0.25”               For Titles

TT0      Sub-Title       Arial (Bold)           0.20”               For Sub-Titles and Column names

NT0      Emphasized      Arial                  0.15”               For Sub-Titles and Column names

NT0      Note Text       Arial                  0.125”              All General Text & Dimensions

*The number shown after TT or NT is used to denote scale if desired. Example scale of 5 will be NT5
                                                                     Text Height in Model Space
        SCALE         FACTOR       VIEWPORT PREFERRED                   TT             ST         NT        ET
         1"=1'           1                1                            0.25            0.2       0.125      0.15
         1"=2'           2               0.5                            0.5            0.4       0.25       0.3
         1"=5'           5               0.2                           1.25             1        0.625      0.75
         1"=10'          10              0.1                            2.5             2        1.25       1.5
         1"=20'          20              0.05            URBAN           5              4         2.5        3
         1"=50'          25              0.04            RURAL         6.25             5        3.125      3.75
        1"=100'          50              0.02            RURAL         12.5            10        6.25       7.5
        1"=200'         200             0.005                           50             40         25         30
        1"=500'         500             0.002                          125             100       62.5        75
        1"=1000'       1000             0.001                          250             200       125        150
        1"=2000'       2000             0.0005                         500             400       250        300

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                                                                                              SECTION 4 - DRAWING SETUP


  1. Tables, Titles, and Notes shall conform to the following format:

                                                                                                               0.04 GLOBAL LINE WIDTH
                                                                                                               0.03 GLOBAL LINE WIDTH
                                                                               TT1-TITLE TEXT                  0.02 GLOBAL LINE WIDTH
                               0.3"                                            0.25"

  0.6" DUAL LINE                                          EXAMPLE TABLE                                                  0.5"


                           1                   12+67.43       10.85                93951.37         95142.77
                                                                                                                      ST1 SUB-TITLE TEXT
                           2                   20+43.32       0.01                 93448.29         95734.76          0.15"
                           3                   26+82.01                 0.71       93021.86         96210.26
                           4                   43+03.17       0.00                 92017.32         97482.70

            0.3"           5                   47+97.61                 5.50       91710.66         97871.13
            Typ.           6                   58+98.80       1.58                 91260.12         98876.48

                                                                                                                    NT1-NOTE TEXT 0.125"

                               CENTER TITLE ON DETAIL
                                                                                  TT1-TITLE TEXT 0.25"
                                                           TITLE TEXT             WITH UNDERLINE

                                                            SUBTITALE TEXT

                                                                                  ST1 SUB-TITLE TEXT 0.15"


                                      LISTED NOTES SHOULD BE IN "MTEXT" FORMAT, AND SPELL CHECKED
                                      WITH EACH REVIEW.

                                       1.   INDENTATION SHOULD BE EQUAL AND ALIGNED, WHILE ALLOWING
                                            TEXT TO WRAP DOWN TO NEXT LINE.
                                       2.   AVOID EXPLODING TEXT INTO SINGLE LINE TEXT
                                       3.   USE NT1 FOR NOTES.

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                                                                                                                                     SECTION 4 - DRAWING SETUP


  1. All dimension text shall print at 0.125” height when plotted full-size.
  2. Two dimension styles are provided in the DOT Standard template drawing.
         • DOT-Foot
         • DOT-Inch
  3. These dimension styles are set to “Scale Dimensions to Layout (Paperspace)” so that
     only one dimension style is needed for any scale.
  4. All dimensions shall remain associative. Do not explode dimensions.


  1. All entities within a block shall be created on layer 0.
  2. Nested blocks shall be avoided.


  1. All sheets will be designed in Paperspace at 1” = 1” scale for the title block.
  2. Civil 3D Plan Production sheets can be automatically created. The template for the C3D
     Plan Production command is located at:
     Q:\_Lib\Standards\Civil3D\Templates\Standards\Plan Production\ _C3D DOT TB-
  3. Two styles of Title block will be used for all Plansheets (except for the Title sheet).
     Templates for these Title blocks and the Title sheet are located at:
     Q:\_Lib\Standards\Civil3D\Templates\Title Blocks

                            Detail Title Block (C3D_TB-DET.dwg)

                                                              DO NOT SCALE FROM THESE DRAWINGS USE DIMENSIONS
                                                            CHECKED BY:          I.NAME                                           STATE OF ALASKA
                                                                                                                           DEPARTMENT OF TRANSPORTATION
                                                                                                                                 & PUBLIC FACILITIES
                                                                                                                 S.E. REGION DESIGN & ENGINEERING SERVICES DIVISION

                                                                                                                   NORTH TONGASS HIGHWAY
                                                                                                                      WARD TO WHIPPLE
                                                                                                                          STAGE 2

                                                            DESIGNED BY:         I.NAME
                                                            DRAWN BY:            L.ROBERTSON                            DESCRIPTION
                                                                   A-TEMPLATE          Thu, 01/Jul/04 11:25AM           lrobertson
                                                                               REVISIONS                        PROJECT DESIGNATION            YEAR       SHEET        TOTAL
                                                             NO.        DATE          DESCRIPTION                                                          NO.        SHEETS

                                                                                                                    67581                    2004 A1                  XX

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                                                                                                   SECTION 4 - DRAWING SETUP

                            Plan and Profile Title Block (C3D_TB-PLAN.dwg)

                                                                                                          Wed, 03/Aug/05 11:33AM            lrobertson
                                                                                                          TAB: Model

                                                                                                                         ADDENDUM NUMBER

                                                                                                                        ATTACHMENT NUMBER

                                                                                                                       RECORD OF REVISIONS

                                                                                                          No.       DATE                 DESCRIPTION

                                                                                                                    PLAN LEGEND
                                                                                                          CHECKED BY:          I.NAME

                                                                                                          DESIGNED BY:
                                                                                                                               I. NAME
                                                                                                          DRAWN BY:
                                                                                                                               I. NAME
                                                                                                                          STATE OF ALASKA
                                                                                                                  DEPARTMENT OF TRANSPORTATION
                                                                                                                         & PUBLIC FACILITIES
                                                                                                            S.E. REGION DESIGN & ENGINEERING SERVICES

                                                                                                            NORTH TONGASS HIGHWAY
                                                                                                               WARD TO WHIPPLE
                                                                                                                    STAGE 2
                                                                                                                         PROJECT DESIGNATION

                                                                                                                   STATE                       YEAR

                                                                                                             ALASKA                          2004
                                                                                                                SHEET NUMBER               TOTAL SHEETS

                                                        DO NOT SCALE FROM THESE DRAWINGS USE DIMENSIONS            PX                          XX


  1. All line types and line weights shall be set to “by layer”.


  1. Prior to submitting final design drawings, the purge command shall be used to eliminate
     all unreferenced blocks, layers, and linetypes.


  1. All drawing models shall be drawn in model space and shall be drawn to scale. Any
     additional item that helps define the model or add model data such as details,
     dimensions, elevations, names, descriptive text, or sections should be drawn to full scale
     in model space.
  2. All secondary drawing elements shall be created in Paper Space. Title block, sheet
     notes, schedules, titles, and legends shall be considered secondary drawing elements.
  3. Note: Survey information referenced in design drawings shall not be moved or
     rotated from the original coordinates used in the survey drawing. When copying
     model space information between drawings, verify that the UCS coordinates in
     both drawings are set to “World” prior to executing the copy-paste commands.


  1. All externally referenced source drawings (XREF’s) shall be inserted on layer C-ANNO-
     REFR, and this layer shall remain locked to avoid accidentally moving the reference
     drawing from its original coordinates.
  2. At the end of a project after the final Plan Sheets have been signed, all externally
     referenced source drawings (XREF’s) that were used during the CAD drawing
     production phase shall be inserted (using the bind command) and retained as blocks
     within the Planset drawings. This will prevent errors and missing links from developing
     when the Planset drawings are later archived or relocated on the server.

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                                                                      SECTION 4 - DRAWING SETUP


The NCS major and minor group names for the survey and civil disciplines are listed below with
each of their descriptions. (Note: structural and civil works layers are not listed). See the NCS
document for additional layer naming information.

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                                                                        SECTION 4 - DRAWING SETUP


As recommended by the NCS Layer Guidelines, layer names may be as short as six characters
(discipline code + major group). Here are four examples of acceptable formula variations, with
explanations of formula variables found below:

       #1     C -ROAD = discipline code + major group
       #2     C –ROAD-CURB = discipline code + major group + minor group
       #3     C –ROAD-CURB-TEXT= discipline code + major group + minor group + minor
       #4     C –ROAD-CURB-E = discipline code + major group + minor group + status

   Discipline Code:
   The discipline code is a two-character field with the second character being either a hyphen
   or a NCS-defined modifier. The predefined discipline codes are the same for both layer
   names and file names. For a complete list of discipline codes, see the NCS Layer

   Major Group:
   The major group designation is a four-character field that identifies the system, such as
   roads, right-of-way, buildings, etc. Although most major groups are logically associated with
   specific discipline codes, it is possible to combine major group codes with any of the
   discipline codes. For example, C-ROAD or V-ROAD.

   Minor Group:
   This is an optional, four-character field for further differentiation of major groups. For
   example, paved roads (C-ROAD-ASPH) might be differentiated from unpaved roads (C-

   If necessary, the minor group field may also be defined by the user, allowing additional
   layers to be added to accommodate special project requirements. However, this should only
   be done after checking NCS Layer Guidelines to see if any of the predefined layer names in
   that list would meet the special project requirements.

   Status Field:
   The status field is an optional single-character designator that distinguishes the data
   contained on the layer according to the status of the work or construction phase. It is only
   needed when phases of work must be differentiated such as C-ROAD-N or C-ROAD-E. In
   either case, the status field is always the last single-digit character of the layer name. In the
   DOT layer standards, all survey layers are assumed to show existing work to remain
   and all civil layers are assumed to show new work. Where these assumptions are true,
   status fields are not necessary.

   Defined values for the status field as defined by the NCS are as follows:

   N        New Work
   E        Existing to Remain
   D        Existing to Demolish

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                                                                        SECTION 4 - DRAWING SETUP

   F         Future Work
   T         Temporary Work
   M         Items to be Moved
   X         Not In Contract
   1-9       Phase Numbers (1-9)

   Layer uses are generally implied by the layer name. However, the following explanation of
   certain layer use rules should be noted.

         Status Field / Dominant Phase Rule:
         Layers representing the dominant phase of a project can be represented without a status
         field. For example, in a small remodeling project, -N would indicate new construction,
         while layers without status fields would indicate parts of the existing building to remain.
         Conversely, a remodeling project consisting of mostly new construction might use -E to
         indicate “existing to remain” building systems while all layers without a status field
         designator would represent new construction.

         Annotation and Title Blocks:
         Annotation refers to text, dimensions, title block and sheet borders, detail references and
         other elements on CAD drawings that do not represent physical aspects of the model
         drawing. Annotation is designated by the major group ANNO, which can be combined
         with any discipline code. Types of annotation are designated below (asterisk represents
         any discipline code):
         *-ANNO-DIMS dimensions
         *-ANNO-KEYN keynotes
         *-ANNO-LEGN legends and schedules
         *-ANNO-NOTE notes
         *-ANNO-NPLT construction lines, non-plotting information, viewports
         *-ANNO-REDL redlines
         *-ANNO-REVS revisions
         *-ANNO-SYMB symbols
         *-ANNO-TEXT text
         *-ANNO-TTLB title blocks and sheet borders
         Annotation can be placed in both model space and paper space (see Policy on Model
         Space and Paper Space). The same layer names would be used in either case.


This section contains a list of the old DOT CAD standard layers and gives the new NCS layer
names and layer properties. The NCS layers listed are only a partial list of the layers available
through the NCS. See the CAD Layer Guidelines published in version 3.1 of the U.S. National
Cad Standards, pages CLG-1 to CLG-41 for additional layer naming information. These are
located on the Q drive at Q:\_Lib\Standards\_National CAD Standard\NCS_31.pdf .

In the old DOT CAD standard, the second letter of the layer name differentiated between lines,
symbols, text, and hatch. In the NCS layer naming convention, layers describing symbols or

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                                                                       SECTION 4 - DRAWING SETUP

text have the minor groups “-symb” or “-text” at the end of the layer name. Layers describing
lines do not require a suffix. For example:

     ELHM         becomes            V-ROAD-MRKG

     ESHM         becomes            V-ROAD-MRKG-SYMB

     ETHM         becomes            V-ROAD-MRKG-TEXT

Layer Translation

There are three AutoCAD standards files on the server that can automatically translate layer
names and properties from the existing DOT standard to the NCS. These translators are
located at Q:\_Lib\Standards\Civil3D\Layer_Translators and are in dws format.

   1. To run the layer translator, type “laytrans” in the command line in C3D. When the dialog
      box opens, click “Load…” and navigate to the standards drawing listed above. This will
      populate the Layer Translation Mappings window and will the list the old layer names
      and the new layer names and properties that will be assigned to the old layers. Click the
      button “Translate” to start the process. When the “Layer Translator Alert” dialog box
      pops up asking to save mapping information changes, click the “No” button.
   2. Only the standard layer names from the DOT CAD standards are mapped. Any non-
      standard layer names will need to be mapped manually.

Layer Translators

   1. DOT to NCS (extg).dws
        a. Translates existing layers to survey layers and are assigned to the survey
            discipline code “V-“.
        b. Note: existing layers are assumed to be survey layers.
   2. DOT to NCS (proposed) .dws
        a. Translates proposed layers to civil design layers and are assigned to the civil
            discipline code “C-“.
        b. Note: proposed layers are assumed to be civil design layers.
   3. DOT to NCS (prop to extg) .dws
        a. Translates proposed layers to civil design layers and shows linework as existing
            design linework but separate form survey information. Layers are assigned to
            the civil discipline code “C-“ and suffixed with “-E” to indicate that the linework is
        b. Note: proposed layers are assumed to be civil design linework that has been
            constructed but not surveyed.

See the Status Fields section under LAYER NAME FORMATTING for additional information.

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                                                                      SECTION 4 - DRAWING SETUP


Note:  # indicates  "L", "S", OR "T" 

                      NCS LAYER NAME         NCS COLOR          LINETYPE 
E#HC               V‐ROAD‐CURB                   191             HIDDEN 
E#HCL              V‐ROAD‐CNTR                   191             CENTER 
E#HE               V‐ROAD‐ASPH                   191            DASHED 
E#HE‐S             V‐ROAD‐SHOL                   191             HIDDEN 
E#HE‐U             V‐ROAD‐UPVD                   191            HIDDEN2 
E#HE‐W             V‐SWLK                        191            HIDDEN2 
E#HG               V‐SITE‐SIGN                   191            HIDDEN3 
E#HM               V‐ROAD‐MRKG                   191              CONT 
E#HS‐C             V‐ROAD‐CORR‐CUT               191             HIDDEN 
E#HS‐DAY           V‐ROAD‐CORR‐DAY               191             HIDDEN 
E#HS‐F             V‐ROAD‐CORR‐FILL              191              DOT2 
E#IB               V‐BRDG                        191             HIDDEN 
E#IB‐T             V‐ROAD‐TUNL                   191            HIDDEN2 
E#ID               V‐DTCH                        191          2PHANTOM2 
E#ID‐C             V‐DTCH‐PIPE                   191            HIDDEN2 
E#ID‐CL            V‐DTCH‐CNTL                   191            CENTER2 
E#IF               V‐SITE‐FENC                   191           FENCELINE2 
E#IF‐NB            V‐SITE‐NSBR                   191             HIDDEN 
E#IG               V‐ROAD‐GRAL                   191           GUARDRAIL 
E#IG‐HR            V‐ROAD‐RAIL                   191          FENCELINE1‐E 
E#IM               V‐SITE‐MBOX                   191            HIDDEN3 
E#IO               V‐SITE‐VEGE‐ORNM              191            HIDDEN4 
E#IP               V‐SITE‐POLE                   191            HIDDEN5 

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                                                 SECTION 4 - DRAWING SETUP

E#IR            V‐RRAP              191     HIDDEN2 
E#IS            V‐STRC‐OTLN         191     HIDDEN2 
E#IS‐RR         V‐RAIL              191     HIDDEN 
E#IT            V‐TRAL              191     HIDDEN 
E#IW            V‐SITE‐RTWL         191     HIDDEN2 
E#RCL‐A         V‐RWAY‐CNTR         191     CENTER 

E#RCL‐R         V‐RWAY‐CNTR         191     CENTER 
E#RE            V‐ESMT              190     HIDDEN 

E#RH            V‐RWAY‐PATT         251      CONT 

E#RL            V‐PROP              190      CONT 

E#RL‐S16        V‐PROP‐SXTS         191     DASHED 

E#RL‐S4         V‐PROP‐QTRS         191     DASHED2 

ESRM            V‐RWAY‐MNMT‐SYMB    191      CONT 

ETRN            V‐RWAY‐TEXT         254      CONT 

E#RO            V‐PROP‐NOTE         190      CONT 

E#RPL‐A         V‐PROP‐LINE         191      CONT 
E#RPL‐C         V‐PROP‐LINE         13     2PHANTOM 
E#RPL‐IB        V‐PROP‐LINE         13     2PHANTOM 

E#RPL‐R         V‐PROP‐LINE         191      CONT 

ESRS            V‐RWAY‐CTRL‐SYMB    12       CONT 

E#RW‐A          V‐RWAY              12       CONT 

E#RW‐CA         V‐RWAY              12     3PHANTOM 

E#RW‐R          V‐RWAY              12       CONT 
E#TB            V‐BRKL              170      CONT 
E#TB‐TOE        V‐BRKL‐BOTB         170    2PHANTOM2 
E#TB‐TOP        V‐BRKL‐TOPB         170    DASHEDX2 
E#TC‐H          C‐TOPO‐MAJR         191    DASHEDX2 
E#TC‐N          C‐TOPO‐MINR         191    DASHEDX2 
E#TF            V‐SITE              110     HIDDEN2 

                                                               Page 28 of 35 
                                                                               SECTION 4 - DRAWING SETUP

    E#TV                V‐SITE‐VEGE                      110               CONT 
    E#TW                V‐SITE‐EWAT                      191           3PHANTOM2 
    E#TW‐CL             V‐CHAN‐CNTR                      191             CENTER2 
    ESUD                V‐STRM‐SYMB                      190             HIDDEN2 
    ELUD                V‐STRM‐LINE                                 STORMDRAIN_LINE 
    ESUE                V‐POWR‐SYMB                      191             HIDDEN2 
    ELUE                V‐POWR‐LINE                                   ELECTRIC_LINE 
    ESUF                V‐FUEL‐SYMB                      191             HIDDEN2 
    ELUF                V‐FUEL‐LINE                                     FUEL_LINE 
    ESUS                V‐SSWR‐SYMB                      191             HIDDEN2 
    ELUS                V‐SSWR‐LINE                                    SEWER_LINE 
    ESUT                V‐COMM‐TELE‐SYMB                 191             HIDDEN2 
    ELUT                V‐COMM‐TELE‐LINE                             TELEPHONE_LINE 
    ESUV                V‐COMM‐TELV‐SYMB                 191             HIDDEN2 
    ELUV                V‐COMM‐TELV‐LINE                                  TV_LINE 
    ESUW                V‐WATR‐SYMB                      190             HIDDEN1 
    ELUW                V‐WATR‐LINE                      191        WATER_LINE (left) 
    Note:  Where linework is existing but is not survey information, replace "V‐" with 
    "C‐" and add the suffix "‐E" to the end of the layer name. 

                                                                                              Page 29 of 35 
                                                                      SECTION 4 - DRAWING SETUP


Note:  # indicates  "L", "S", OR "T" 

    DOT NAME                STANDARD NAME               COLOR               LINETYPE 

P#HC              C‐ROAD‐CURB                            112           CONTINUOUS 
P#HCL             C‐ROAD‐CNTR                              3                CENTER 
P#HCL‐CRVLBL      C‐ROAD‐STAN                              3           CONTINUOUS 
P#HCL‐STALBL      C‐ROAD‐STAN‐MAJR                         3           CONTINUOUS 
P#HCL‐STAPTS      C‐ROAD‐STAN‐((MAJR or MINR))             3           CONTINUOUS 
P#HE              C‐ROAD‐ASPH                            112           CONTINUOUS 
P#HE‐S            C‐ROAD‐UPVD‐SHLR                       132           CONTINUOUS 
P#HE‐U            C‐ROAD‐UPVD                            112                HIDDEN 
P#HE‐W            C‐SWLK                                   3           CONTINUOUS 
P#HG              C‐ROAD‐SIGN                            112           CONTINUOUS 
P#HM              C‐ROAD‐MRKG                            212           CONTINUOUS 
P#HS‐C            C‐ROAD‐CORR‐CUT                         34                HIDDEN 
P#HS‐DAY          C‐ROAD‐CORR‐DAY                          5                HIDDEN 
P#HS‐F            C‐ROAD‐CORR‐FILL                        73                  FILL 
P#IB              C‐BRDG                                   4           CONTINUOUS 
P#IB‐T            C‐ROAD‐TUNL                              3           CONTINUOUS 
P#ID              C‐DTCH                                 132           3PHANTOM2 
P#ID‐C            C‐DTCH‐PIPE                            132           CONTINUOUS 
P#ID‐CL           C‐DTCH‐CNTL                            132                CENTER2 
P#IF              C‐FENC                                   4            FENCELINE3 
P#IF‐NB           C‐WALL‐NSBR                            112            FENCELINE3 
P#IG              C‐ROAD‐GRAL                              3          GUARDRAIL‐NEW 

                                                                                          Page 30 of 35 
                                               SECTION 4 - DRAWING SETUP

P#IG‐HR         C‐ROAD‐RAIL          4          FENCELINE1 
P#IM            C‐SITE‐MBOX          3          CONTINUOUS 
P#IO            C‐SITE‐VEGE‐ORNM     3          CONTINUOUS 
P#IP            C‐SITE‐POLE          3          CONTINUOUS 
P#IR            C‐RRAP               3          CONTINUOUS 
P#IS            C‐BLDG               3          CONTINUOUS 
P#IS‐RR         C‐RAIL               3          CONTINUOUS 
P#IT            C‐TRAL              92          CONTINUOUS 
P#IW            C‐WALL‐RTWL          3          CONTINUOUS 
P#RCL‐A         C‐RWAY‐CNTR         212              CENTER 

P#RCL‐R         C‐RWAY‐CNTR         212              CENTER 

P#RE            C‐ESMT              212         CONTINUOUS 

P#RH            C‐RWAY‐PATT          3          CONTINUOUS 

P#RL            C‐PROP              12          CONTINUOUS 

P#RL‐S16        C‐PROP‐SXTS         12          CONTINUOUS 

P#RL‐S4         C‐PROP‐QTRS         12          CONTINUOUS 

P#RM            C‐RWAY‐MNMT‐SYMB     3          CONTINUOUS 

PTRN            C‐RWAY‐TEXT          3          CONTINUOUS 

P#RO            C‐PROP‐TEXT          3          CONTINUOUS 

P#RPL‐A         C‐PROP‐LINE         212         CONTINUOUS 
P#RPL‐C         C‐PROP‐LINE         32          CONTINUOUS 
P#RPL‐IB        C‐PROP‐LINE         32          CONTINUOUS 

P#RPL‐R         C‐PROP‐LINE         212         CONTINUOUS 

PSRS            C‐RWAY‐CTRL‐SYMB    72          CONTINUOUS 

P#RW‐A          C‐RWAY              212         CONTINUOUS 

P#RW‐CA         C‐RWAY              21          CONTINUOUS 

P#RW‐R          C‐RWAY              212         CONTINUOUS 
P#TB            C‐BRKL               3          CONTINUOUS 
P#TB‐TOE        C‐BRKL‐BOTB          3          CONTINUOUS 

                                                               Page 31 of 35 
                                                                               SECTION 4 - DRAWING SETUP

    P#TB‐TOP           C‐BRKL‐TOPB                                 3            CONTINUOUS 
    P#TC‐H             C‐TOPO‐MAJR                                252           CONTINUOUS 
    P#TC‐N             C‐TOPO‐MINR                                250           CONTINUOUS 
    P#TW               C‐TOPO‐EWAT                                 3            CONTINUOUS 
    P#TW‐CL            C‐CHAN‐CNTR                                152                CENTER 
    PSUD               C‐STRM‐SYMB                                 4            CONTINUOUS 
    PLUD               C‐STRM‐LINE                                 32      STORMDRAIN_LINE 
    PSUE               C‐POWR‐SYMB                                 4            CONTINUOUS 
    PLUE               C‐POWR‐LINE                                 32           ELECTRIC_LINE 
    PSUF               C‐FUEL‐SYMB                                 4            CONTINUOUS 
    PLUF               C‐FUEL‐LINE                                 32            FUEL_LINE 
    PSUS               C‐SSWR‐SYMB                                 4            CONTINUOUS 
    PLUS               C‐SSWR‐LINE                                 32           SEWER_LINE 
    PSUT               C‐COMM‐TELE‐SYMB                            4            CONTINUOUS 
    PLUT               C‐COMM‐TELE‐LINE                            32          TELEPHONE_LINE 
    PSUV               C‐COMM‐TELV‐SYMB                            4            CONTINUOUS 
    PLUV               C‐COMM‐TELV‐LINE                            32                TV_LINE 
    PSUW               C‐WATR‐SYMB                                 4            CONTINUOUS 
    PLUW               C‐WATR‐LINE                                 4       WATER_LINE (left) 
    Note:  Where linework is existing but is not survey information, replace "V‐" with "C‐" 
    and add the suffix "‐E" to the end of the layer name. 



                                                                                                 Page 32 of 35 
                                                             SECTION 4 - DRAWING SETUP


                 LAYER TRANSLATION (DETAIL) 


DARROW               C‐ANNO‐SYMB‐E             191             CONT 
DDIM                 C‐ANNO‐DIMS               30              CONT 
DHAT                 C‐ANNO‐PATT               250             CONT 
DSCALE               C‐ANNO‐SYMB‐E             191             CONT 
DSEAL                C‐ANNO‐SEAL                3              CONT 
VPORT                C‐ANNO‐VFRM                                     
XREF                 C‐ANNO‐REFR               152             CONT 
DL1                  C‐DETL‐FINE               30              CONT 
DL1‐HID              C‐DETL‐HDLN‐FINE          30             HIDDEN 
DL2                  C‐DETL‐FINE               30              CONT 
DL3                  C‐DETL‐MEDM                4              CONT 
DL3‐HID              C‐DETL‐HDLN‐MEDM           4             HIDDEN 
DL4                  C‐DETL‐BOLD                5              CONT 
DL4‐HID              C‐DETL‐HDLN‐BOLD           5             HIDDEN 
DL5                  C‐DETL‐FINE               30              CONT 
DL6                  C‐DETL‐BOLD                5              CONT 
DL7                  C‐DETL‐FINE               30              CONT 
DL8                  C‐DETL‐FINE               30              CONT 
DT1                  C‐DETL‐TEXT‐FINE          40              CONT 
DT2                  C‐DETL‐TEXT‐FINE          40              CONT 
DT3                  C‐DETL‐TEXT‐MEDM           4              CONT 
DT4                  C‐DETL‐TEXT‐BOLD           5              CONT 
DT5                  C‐DETL‐TEXT‐FINE          40              CONT 
DT6                  C‐DETL‐TEXT‐BOLD           5              CONT 

                                                                            Page 33 of 35 
                                                                 SECTION 4 - DRAWING SETUP


  1. The C3D ’10 standards file is located at
     Q:\_Lib\Standards\Civil3D\C3D '10\DWTs_Alaska DOT C3D Standard.dws
     It can be used to check drawings for non-standard layer properties and CAD objects and
     to resolve any discrepancies.
  2. To run the _Alaska DOT C3D Standard.dws standards file, type “standards” in the C3D
     command line. When the “Configure Standards” dialog box opens, click the plus button
     and navigate to the standards drawing listed above. After the file loads, click “Check
     Standards…” to check the drawing.
  3. Run the Standards checker prior to plotting final Planset Drawings.

                                                                               Page 34 of 35 
                                            SECTION 6 – CAD QUALITY ASSURANCE CHECKLIST

Prior to submitting final design drawings, the design drawings shall be checked against the
following checklist to ensure that the CAD drawings adhere to the standards and guidelines set
forth in this document.

    □   Drawing Location
    □   Drawing Naming
    □   Scale and Units
    □   Font & Text Styles
    □   Tables, Titles, and Notes
    □   Dimension Settings
    □   Blocks
    □   Title Blocks
    □   Linetypes & Lineweights
    □   Purge
    □   Policy on Model Space and Paper Space
    □   Policy on External Reference Files (XREF’s)
    □   Standards Check
    □   Layer Name Formatting

Q:\_Lib\Standards\Civil3D\DOT C3D CAD Standards.doc                                                  

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