Arlington County Virginia Department of Environmental Services Engineering Bureau CADD Standards And Guidelines March 29, 2011
Arlington County Virginia Department of Environmental Services
Engineering Bureau
CADD Standards And
Guidelines
March 29, 2011
CADD Standards Arlington County Government – DES Engineering Bureau
TABLE OF CONTENTS:
1. Organization of Digital Files ............................................... 1 1.1. Shared Files ........................................................................................... 1 1.2. Directory Structure ................................................................................. 1 1.3. File Naming Standards .......................................................................... 2 1.4. Archiving Files........................................................................................ 2 1.5. Previous Versions of CADD Files .......................................................... 3 1.6. Deleting Files ......................................................................................... 3 2. CADD Drawing Setup and Organization ............................. 4 2.1. CADD Drawing Organization ................................................................. 4 2.2. CADD Drawing Setup (Templates) ........................................................ 4 3. CADD Drafting ..................................................................... 6 3.1. Units ....................................................................................................... 6 3.2. Accuracy ................................................................................................ 6 3.3. Dimensions ............................................................................................ 6 3.4. Model Space vs. Paper Space ............................................................... 7 3.5 Coordinate Systems (UCS) .................................................................... 8 4. Graphics .............................................................................. 9 4.1. Line Types ............................................................................................. 9 4.2. Symbols ................................................................................................. 9 4.3. Hatches .................................................................................................. 9 4.4. Layers .................................................................................................... 9 4.5. Plot Styles .............................................................................................. 9 5. Layers ................................................................................ 10 5.1. Proper Use of Layers ........................................................................... 10 5.2. Drawing Objects “By Layer” ................................................................. 10 5.3. Layer Names and Categories .............................................................. 10 5.4. Layers and XREFs ............................................................................... 11 5.5. Proper Use of the Layer “0” ................................................................. 11 6. Text ................................................................................... 12 6.1. Text Style ............................................................................................. 12 6.2. Text Height and Scaling ....................................................................... 12 7. Title Blocks ....................................................................... 13 7.1. Inserting Title Blocks ............................................................................ 13 7.2. Block “Cover – Project Information” ..................................................... 13 7.3. Block “BaseSheet – Project Information” ............................................. 13 8. Using Multiple Layout Tabs .............................................. 14
9. Plotting .............................................................................. 15 9.1 Page Setups ........................................................................................ 15 10. Matchline ........................................................................... 16 Appendix A: Line Types ..................................................................................... 17 Appendix B: Symbols ......................................................................................... 21 Appendix C: Hatches ......................................................................................... 31 Appendix D: Layers ............................................................................................ 32 Appendix E: Plot Styles ...................................................................................... 40 Appendix F: Text Styles ..................................................................................... 42 Appendix G: Sheets ........................................................................................... 42
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1. Organization of Digital Files 1.1. Shared Files
All DES-Engineering Bureau project files shall be located in their appropriate folder on the shared drive under Q:\Data\. Keeping files on the shared drive will allow design teams to collaborate more easily on projects, and will provide access to the files for others within the Bureau when the original designer is sick or on leave. Files on the shared drive are also backed up daily, whereas files on individuals’ hard drives are not and may therefore be lost in the event of a computer hard drive failure.
1.2. Directory Structure The standard directory structure for the Engineering Bureau shall be as shown on the left. The following are descriptions of the folders: Design: This folder contains all of the files, including CADD Drawings that are created by the Engineers and Admins. Survey: This folder contains all of the files, including CADD Drawings that are created by the Survey Section. Docs: Any documentation that pertains to the project. Drawings: All AutoCAD Drawings are stored in this folder. Photos: Photos that were taken of the project. Scans: Scanned items are located in this folder Utilities: Files such as Miss Utility Transmittals and files from the Utility Companies.
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The directory structure shown above is a minimum standard. Users are encouraged to further sort files into subfolders that are located within these standard folders. Names of folders should be logical and descriptive of the contents of the folder. Abbreviated folder names should be avoided, unless the abbreviation will be universally understood. In order to maintain a neatly organized file, no additional folders should be created in the Q:\Data\ directory. Such folders may be deleted. Additional folders should only be placed within
1.3. File Naming Standards Project files shall be named first with the Work Order # for Surveys and Acct # for Engineers, and then a description of the file. The following are some examples of standard file names for CADD drawings: Table 1.1: Examples of Standard File Names
the standard folders shown above.
File Name Description of File
1.4. Archiving Files Files no longer being used should be moved to the _Archive folder within the Drawings folder for archiving.
(WO#) - 3D.dwg 3D Plan includes all Civil 3D Objects (WO#) - COGO.dwg Cogo Plan includes Property Information. (WO#) - TOPO.dwg Topography Plan includes all Field Located features. (WO#) - Survey Base.dwg Base Plan includes 3D Plan, Cogo Plan and Topo Plan. (This is the Final product from Surveys) (Acct#) - Cover.dwg Cover Sheet. (Acct#) - XPlan.dwg Existing Conditions Plan. (Acct#) - DPlan.dwg Demolition Plan. (Acct#) - PPlan.dwg Proposed Plan. File names for files that are not shown in the above examples should always be logical and allow another user to immediately tell what is in the file without opening it. Abbreviated file names should be avoided, unless the abbreviation will be universally understood. Users should avoid adding their name to the file. This is a bad practice and should not be used. Any files with a users name within the filename will be considered as temporary files and will be deleted.
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1.5. Previous Versions of CADD Files
Users may wish to keep an archive of previous versions of files for potential later use. Previous versions of files should be kept in a folder named _Archive that is within the Drawings folder, and should have the date of the file added to the file name. Table 1.2: Example of Standard Previous Version File Name File Name Description of File
1.6. Deleting Files Computer users shall be responsible for their own project files. Users are expected to keep the folders that they create clean and to delete outdated material. Computer users shall not delete files that have been created by others without first checking with the person who created them. Every effort shall be made to locate the creator of a file prior to deleting it. The CADD Standards and Guidelines shall not be used by anyone as a basis to arbitrarily delete files. If 95% or more of available server space is used up, the CADD Administrator shall initiate a unit-wide effort to delete unnecessary files. The CADD Administrator will send an e-mail to all staff asking them to clean out their files. When such a notice goes out, Staff should delete all outdated files, and move personal files off the server and on to their individual hard drive. If 5% of server space has not been freed by two days after the notification, files may have to be deleted without the creator’s consent to maintain the availability of the file server. Files that are accidentally deleted may be recovered from backup by contacting the CADD Administrator at x3654.
(Acct#) - PPlan 05-15-10.dwg Previous version of the Proposed Plan, dated 05-15-10. Note: Use dashes between month-day-year. Slashes cannot be part of a file name in Windows.
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2. CADD Drawing Setup and Organization 2.1. CADD Drawing Organization
CADD Drawings shall be set up in a layered manner using XREF files. This helps to keep files small and manageable, and to prevent accidental changes to survey base information. To create a construction drawing file, first insert the underlying layers using the XREF command. Note: To do an XREFOVERLAY, select the “Overlay” radio button when the “External Reference” dialog box appears. The reason for doing an overlay is so that if, for example, you wish to insert the Survey Base information into your layout plan, the Base file won’t be pulled along with it, which would result in a circular reference error. XREF files should be inserted at the coordinates “0,0,0” using the “World” coordinate system. For more information about coordinate systems, see section 3.5.
2.2. CADD Drawing Setup (Templates) Standard template files have been created in order to speed the process of setting up a drawing. These files already contain the standard, layers, line types, blocks, dimension styles, text styles, title block, page setup, and plot styles. They are designed to allow the user to immediately begin drawing and plotting without having to worry about creating text and dimension styles and setting up sheets. To get started, use the NEW command and select one of the following templates:
(WO#) COGO.dwg (WO#) TOPO.dwg
Figure 2.1: Diagram of XREF layers in a typical drawing
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Table 2.1: Standard Template File Names Template File Name Purpose _Arlington County.dwt Standard template Arlington County _Arlington County Plats.dwt Standard template for Plats
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3. CADD Drafting
3.1. Units
Drawings shall be created using Decimal units: If a standard template was used, this has already been done for you. Decimal units: One AutoCAD drawing unit equals One foot. All dimensions
3.2. Accuracy All CADD drawings shall be drawn to be dimensionally accurate, which means that the same measurement can be obtained by reading a dimension or scaling the printed drawing. Using keyboard coordinate entry, as well as commands like OFFSET, and object snaps, will help to ensure that drawings are dimensionally accurate and precise. Even though the drawings are supposed to be accurate, it is still important to note to contractors that written dimensions prevail and that they should not be scaling the drawings.
shall be in Decimal units (feet) regardless of how the drawing was created. This is already accounted for if the standard template and dimension style are used. The standard dimension style for decimal drawings includes a measurement scale factor of 12 to correct the difference in units. To insert a block that was created in Architectural units into a Decimal drawing, use an insertion scale of 1/12. To insert a block that was created in Decimal units into an Architectural drawing, use an insertion scale of 12.
3.3. Dimensions Dimensions should be drawn with the appropriate standard dimension style set current. The dimension style should already be present if a standard drawing template is used. Table 3.1: Standard Dimension Styles ROW Standard dimstyle for Right of Way EOP Standard dimstyle fro Edge of Pavement Plats Standard dimstyle for Plats.
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The DIMSCALE value, or overall scale for dimension features, should be set to the scale of the drawing. See the following table for the correct DIMSCALE value to use: Table 3.2: DIMSCALE Values If the drawing was created in Decimal (1 unit=1 foot) units: Desired Drawing Scale DIMSCALE Value
3.4. Model Space vs. Paper Space All CADD line work shall be drawn in Model Space at a scale of 1:1. Dimensions and labels shall also be in Model Space, with the text sized appropriately to plot at the correct test style. (see section 6.2). Title blocks, notes, and details shall be inserted into Paper Space. A paper space view port can be created in the title block to let the model show through. The Model Space drawing can then be reduced or enlarged to the appropriate scale by doing the following: (1) Double-click in the viewport to make it active. (2) Type ZOOM (enter) and then the appropriate scale factor (see table 3.3). (3) Double_click on “Model” at the bottom of the screen to return to paper space
1”=100’ 100 1”=60’ 60 1”=50’ 50 1”=40’ 40 1”=30’ 30 1”=25’ 25 1”=20’ 20 The correct DIMSCALE value is already set in the standard drawing templates.
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Table 3.3: “Zoom” Scale Factor If the drawing was created in Decimal (1 unit=1 foot) units: Desired Drawing Scale Scale Factor
1”=25’ 1/25xp 1”=20’ 1/20xp 1/16” = 1’-0” 1/16xp 1/8” = 1’-0” 1/8xp 3/16” = 1’-0” 3/16xp 1/4" = 1’-0” 1/4xp If the drawing view needs to be rotated, double-click inside the view port and enter the command “DVIEW,” then “TW” for twist. Then specify the angle to rotate the drawing. This will rotate the drawing view without changing the underlying coordinate system.
1”=100’ 1/100xp 1”=60’ 1/60xp 1”=50’ 1/50xp 1”=40’ 1/40xp 1”=30’ 1/30xp
3.5. Coordinate Systems (UCS) The UCS command allows users to alter the coordinate systems of drawings. The original coordinate system of a drawing is known as the “World” coordinate system. Where practicable, the coordinate system of a drawing should remain set to “World” coordinates. Keeping the coordinate system set to “World” will ensure that XREF’s inserted at the 0,0,0 coordinates appear in the correct place. If it becomes necessary to alter or rotate the coordinate system of a drawing, please remember to save the new coordinate system and give it anew name. Always set the coordinate system back to “World” before inserting an XREF.
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4. Graphics
4.1. Line Types In general, existing site elements should appear as dashed lines. Proposed elements should appear as solid lines, except when they are underground. See Appendix A for a chart of line types and the objects they represent.
4.2. Symbols See Appendix B for a chart of symbols and the objects they represent.
4.3. Hatches See Appendix C for a chart of hatches and the types of materials they represent. Complex hatches should be drawn on a layer that is set to color 1 (red), the thinnest line weight.
4.4. Layers See Appendix D for a chart of Layers and the objects they represent.
4.5. Plot Styles See Appendix E for a chart of Plot Styles and the objects they represent.
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5. Layers
5.1. Proper Use of Layers A separate layer should be created for each distinct type of object in a drawing. In addition, text and hatches should be on layers that are different from the objects they are associated with. The use of separate layers gives the user maximum flexibility to turn them on and off, or freeze and thaw, thereby making it easier for the user to control the look of their drawings.
5.2. Drawing Objects “By Layer” All objects shall be drawn with the color, line type, and Plot Style set to “By Layer.” The only exceptions are the Storm lines, Sanitary lines and Water lines because of the different pipe sizes..
5.3. Layer Names and Categories Layers shall be named as shown in the following figure: Figure 5.1: Standard Layer Naming XD-CONC-H Major Description Suffix (Optional) Major: Designates the type, which will group layers by type when they are arranged alphabetically. CD Civil 3D Data XD Existing Data PD Proposed Data Description: An abbreviated description of the object.
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Suffix (Optional): A suffix should be used when the layer is intended for hatches, text dimensions or easements. -H Hatch -T Text -DIM Dimensions -ESMT Easement -DEMO Demolition -AB As Built Additional Hyphen for more detailed information
5.4. Layers and XREFs Layer -XREF should be used for each XREF that is inserted into a drawing.
5.5. Layer “0” The layer “0” should only be used when creating blocks (symbols), so that the blocks will take on the properties of the active layer when they are inserted into a drawing. The layer “0” appears in all drawings, and cannot be deleted. The layer “0” also behaves differently from other layers, because if the layer “0” is used in a block or xref, it will take on the properties (color, line type, etc) of the layer that the block or xref is inserted on. For example, a block that has all of its elements drawn on the layer “0” is inserted on the layer XD-CONC. If XD-CONC is set to the color cyan and DASHED2 line type, the block will become cyan with a DASHED2 line type. If the color associated with the XD-CONC layer is changed later, the color of the block will change accordingly. The layer “0” should not be used, except for the above-described purpose. See Appendix D for a chart of Layers and the objects they represent.
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6. Text
6.1. Text Style The standard text style, for construction plans, shall use the TrueType Font Tahoma. The standard text style, for plats, shall use the TrueType Font Technic. Note: For plats, the TrueType font 8Pin Matrix is used for adjacent parcels information.
6.2. Text Height The standard text height for all construction drawings shall be 0.1 plotted inches. Text sizes less than 0.08 plotted inches are not readable when reduced. Larger text sizes can be used for labels that require special emphasis. Use the following table to determine the appropriate text height to use in model space: Table 6.1: Text Heights in Model Space (1”=25’) Text Style Name Plotted Size Actual Size Width Factor
Description: The “L” series Text Styles are to be used in the model space and the “P” Series Text Styles are to be used in the paper space.
L80 0.08 2.0 1.0 L100 0.10 2.5 1.0 L120 0.12 3.0 1.0 LW200 0.20 5.0 1.25 BOLD 0.20 5.0 1.0 P80 0.08 0.08 1.0 P100 0.10 0.10 1.0 P120 0.12 0.12 1.0 DOT (8Pin Matrix) 0.20 5.0 1.0
Additional Text Style may be created, using the settings above.
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7. Title Blocks
7.1. Inserting Title Blocks The Title Blocks can be inserted onto the Sheet by inserting the correct block. Once the Title Block is inserted, you will be asked to fill in the Title Block.
7.2. Block “Cover – Project Information” The block “Cover – Project Information” contains attributes that allows the user to type in the information and the Block will automatically place the text in the correct format.
Table 7.1: Title Block Information for “Cover – Project Information” Attribute Name
Example
Project Name: Columbia Pike Project Location: From S. Glebe Road to S. Walter Reed Drive Project Type: Roadway Improvement Project Account Number: 316.72301.A123C0B.0000 7.3. Block “BaseSheet – Project Information”
The block “BaseSheet – Project Information” also contains attributes that allows the user to type in the information and the Block will automatically place the text in the correct format.
Table 7.2: Title Block Information for “BaseSheet – Project Information” Attribute Name
Example
Project Name (2 times): Columbia Pike Project Type: Roadway Improvement Project Title: Existing Conditions Plan Project Location: From S. Glebe Road to S. Walter Reed Drive Project Account Number: 316.72301.A123C0B.0000 Designed By: DAS Drawn By: DAS Checked By: DAS Miss Utility Number: 1234D Sheet Number 1 of 10
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8. Using Multiple Layout Tabs
8.1. Using multiple layout tabs is a useful way to include multiple drawing sheets in one AutoCAD file.
This is especially useful when doing a construction plan, for example, that needs multiple sheets to cover an area. All of the construction plan sheets can be created in one file, and then be plotted together without having to open a bunch of other files. Once you have set up the first layout tab the way you want it, just right-click on the layout tab and select “Move or Copy.” Make sure the “Create a copy” box is checked, select where you want the new layout tab to be placed, and click “OK.” An identical layout is created. You can then change the attribute information, pan the view port to cover a different area, and zoom the view port in and out. Layout tabs can also be renamed by right-clicking on the tab and selecting “Rename.” The standard name for a layout tab shall be the sheet description (example: Existing Conditions Plan). To freeze a layer in one layout tab, but keep it active in other layout tabs, go to the layout and double-click on the view port to make it active. Then, either open the layer properties manager and click the “Freeze in View Port” icon next to the layers you wish to freeze, or use the “LAYFRZ” command from the express tools to pick the layers and freeze them. The layers will then remain active in the other layout tabs. Freezing and thawing, or turning off and on, layers while working in the model affects all of the layout tabs in the drawing.
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9. Plotting
Standardization of templates, title blocks, printer names, and plot style tables will make plotting much simpler. The standard settings for plotting drawings to the Xerox 6279 plotter should appear automatically as defaults in the plot dialog box. Table 9.1: Correct settings for plotting to Xerox 6279 at full size: Plot Device: Xerox 6279.pc3 Plot Style Table: Arlington County.stb Paper Size: ARCH D (36.00x24.00 inches) Plot Area: By Layout. Plot Scale: 1 to 1
9.1. Page Setups
Specifies the page setup for the current layout or drawing sheet. Table 9.1.1: List of available Page Setups: DWF-24x36 Creates an 24”x36” DWF File HP – 24x36 Plots an 24”x36” Sheet to the HP Plotter PDF – 11x17-L Creates an 11”x17” (Landscape) PDF File PDF – 11x17-P Creates an 11”x17” (Portrait) PDF File PDF – 24x36 Creates an 24”x36” PDF File PDF – 8.5x11 Creates an 8.5”x11” PDF File Xerox-11x17-L Plots an 11”x17” (Landscape) Sheet to the Xerox
Printer Xerox-11x17-P Plots an 11”x17” (Portrait) Sheet to the Xerox Printer Xerox-24x36 Plots an 24”x36” Sheet to the Xerox Plotter Xerox-8.5x11 Plots a 8.5”x11” Sheet to the Xerox Printer
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10. Matchline A matchline is used to show where a drawing that is too large to be contained on one sheet is continued on another sheet.
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Appendix A
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Appendix A
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Appendix A
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Appendix A
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Appendix B
Description Block Block Name
= Insertion Point
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Appendix B
Description Block Block Name
= Insertion Point
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Appendix B
Description Block Block Name
= Insertion Point
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Appendix BDescription Block Block Name
= Insertion Point
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Appendix B
Description Block Block Name
= Insertion Point
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Appendix B
Description Block Block Name
= Insertion Point
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Appendix B
Description Block Block Name
= Insertion Point
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Appendix B
Description Block Block Name
= Insertion Point
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Appendix B
Description Block Block Name
= Insertion Point
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Appendix B
Description Block Block Name
= Insertion Point
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Appendix C
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Appendix D
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FEATURE Layer Name Color Line Type Line Weight Plot StyleSurvey Breakline -BRKL 7 Continuous Default SheetSurvey Flowline -FL 7 Continuous Default NormalSurvey Points -PNTS 7 Continuous Default NormalExternal Refrences (XREF) -XREF 7 Continuous Default NormalSheet Info 0-SHEET 7 Continuous Default SheetDefpoints Defpoints 19 Continuous Default Text_100%Survey Descriptions DESC 9 Continuous Default Text_100%Dimensions -DIM 4 Continuous 0.35 mm 0.35_100%Survey Elevations ELEV 9 Continuous Default Text_100%Adjacent Property XD-APL 21 PHANTOM2 0.25 mm 0.25_100%Alignments CD-ALGN-* 241 Center2 0.40 mm 0.40_100%Building XD-BL 231 Continuous 0.35 mm 0.35_50%Building Overhang XD-BLOH 233 HIDDEN 0.30 mm 0.30_50%Brick XD-BRCK 13 HIDDEN4 0.30 mm 0.30_50%Bridge XD-BRDG 201 HIDDEN2 0.35 mm 0.35_50%Borings XD-BRNG 13 Continuous 0.25 mm 0.25_50%Cable TV XD-CATV 31 CATV 0.35 mm 0.35_50%Centerline, Street XD-CL 241 CENTER 0.40 mm 0.40_100%Centerline-Swale or Ditch XD-CLSW 141 CENTER2 0.25 mm 0.25_50%Consturction Easement Temp XD-CNST-ESMT 71 Easement 0.30 mm 0.30_100%Concrete XD-CONC 131 HIDDEN4 0.25 mm 0.25_50%Curb XD-CURB 121 HIDDEN4 0.25 mm 0.25_50%Deck XD-DECK 33 HIDDEN 0.25 mm 0.25_50%Ditch Edge XD-DT 243 HIDDEN2 0.25 mm 0.25_50%Ditch Centerline XD-DTCL 241 DIVIDE 0.25 mm 0.25_50%Edge of Gravel XD-EOG 121 HIDDEN2 0.25 mm 0.25_50%Edge of Pavement XD-EOP 241 HIDDEN2 0.30 mm 0.30_50%Edge of Water XD-EOW 141 DIVIDED 0.30 mm 0.30_50%Electric Line XD-EL 11 ELECTRIC 0.35 mm 0.35_50%Electric Line Easement XD-EL-ESMT 11 Easement 0.30 mm 0.30_100%Fence XD-FNCE 141 FENCE 0.25 mm 0.25_50%Fiber Optic Line XD-FO 31 FIBER_OPTIC 0.35 mm 0.35_50%Gas Line (Gas Size LT.) XD-GAS 51 GAS 0.35 mm 0.35_50%Gas Line Easement XD-GAS-ESMT 51 Easement 0.30 mm 0.30_100%Iron Pipe Found XD-IPF 133 Continuous 0.25 mm 0.25_50%Miscellaneous Info XD-MISC 13 Continuous 0.30 mm 0.30_50%Monument XD-MON 143 Continuous 0.30 mm 0.30_100%
PLAN VIEW - CAD LAYERSRevised: 03-29-2011
EXISTING
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Paint Lines (White) XD-PWL 7 Continuous 0.25 mm 0.25_50%Paint Lines (Yellow) XD-PYL 2 Continuous 0.25 mm 0.25_50%Property Line XD-PL 131 PHANTOM 0.50 mm 0.50_100%Property Line (County) XD-PLCO 181 PHANTOMX2 0.70 mm 0.70_100%Right Of Way XD-ROW 211 Continuous 0.65 mm 0.65_100%Railroad XD-RR 43 Continuous 0.30 mm 0.30_50%Sanitary (San Size LT.) XD-SAN 221 SAN 0.35 mm 0.35_50%Santiary Easement XD-SAN-ESMT 221 Easement 0.30 mm 0.30_100%Sidewalk XD-WLK 233 HIDDEN2 0.30 mm 0.30_50%Sidewalk Easement XD-WLK-ESMT 233 Easement 0.30 mm 0.30_100%Storm XD-STM 71 DASHED6 0.25 mm 0.25_50%Storm Centerline XD-STM-CL 8 No Plot 0.35 mm 0.35_50%Storm Hatch XD-STM-H 71 Continuous 0.25 mm 0.25_50%Storm Easement XD-STM-ESMT 71 Easement 0.30 mm 0.30_100%Public Street Easement XD-PST-ESMT 231 Easement 0.30 mm 0.30_100%Stone XD-STNE 133 DASHED2 0.30 mm 0.30_50%Surface XD-TIN 7 Continuous Default NormalTelephone XD-TEL 31 TELEPHONE 0.35 mm 0.35_50%Telephone Easement XD-TEL-ESMT 31 Easement 0.30 mm 0.30_100%Timber XD-TMBR 13 Continuous 0.25 mm 0.25_50%Test Pit XD-TPIT 201 Continuous 0.30 mm 0.30_50%Topo-Major XD-TOPO-MAJOR 8 DASHED3 0.40 mm 0.40_50%Topo-Minor XD-TOPO-MINOR 9 DASHED3 0.35 mm 0.35_50%Traffic XD-TRAF 41 Continuous 0.25mm 0.25_50%Traverse XD-TRAV 53 Continuous 0.30 mm 0.30_100%Trail XD-TRL 151 HIDDEN 0.35mm 0.35_50%Utility XD-UTIL 31 Continuous 0.40 mm 0.40_50%Utility Easement XD-UTIL-ESMT 31 Easement 0.30 mm 0.30_100%Vegetation XD-VEG 93 Continuous 0.25 mm 0.25_50%Wall XD-WALL 141 Continuous 0.25 mm 0.25_50%Water (Size LT.) XD-WAT 171 Water 0.35 mm 0.35_50%Water Easement XD-WAT-ESMT 171 Easement 0.30 mm 0.30_100%Cross Section XD-XSEC 7 Continuous 0.25 mm 0.25_25%
Common SuffixText *-T Color: Match associated base layerHatch *-H Linetype: ContinuousDimensions *-DIM Pen Weight: 0.35 mmEasements *-ESMT Plot Styles: Existing Text = 0.35_50%Demolition *-DEMOAs Built *-AB* Represents name of drawing object
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FEATURE Layer Name Color Line Type Line Weight Plot StyleAlignments CD-ALGN-* 7 Center2 0.40 mm 0.40_100%Asphalt Hatch PD-ASPHALT-H 254 Continuous Default NormalAssembly PD-ASSM 7 Continuous Default NormalAssembly Links PD-ASSM-LINK 153 Continuous 0.40 mm 0.40_100%Assembly Shapes PD-ASSM-SHAPE-BO 53 Continuous 0.40 mm 0.40_100%Assembly Shapes - Hatch PD-ASSM-SHAPE-H 252 Continuous 0.25 mm 0.25_50%Assembly Points PD-ASSM-PNTS 6 Continuous 0.35 mm 0.35_100%Building PD-BL 230 Continuous 0.35 mm 0.35_100%Building Overhang PD-BLOH 232 Continuous 0.35 mm 0.35_100%Brick PD-BRCK 12 Continuous 0.30 mm 0.30_100%Bridge PD-BRDG 200 Continuous 0.35 mm 0.35_100%Borings PD-BRNG 12 Continuous 0.25 mm 0.25_100%Cable TV PD-CATV 30 CATV 0.35 mm 0.35_100%Centerline, Street PD-CL 240 CENTER 0.35 mm 0.35_100%Centerline-Swale or Ditch PD-CLSW 140 CENTER2 0.35 mm 0.35_100%Consturction Easement Temp PD-CNST-ESMT 70 Easement 0.30 mm 0.30_100%Concrete PD-CONC 130 Continuous 0.25 mm 0.25_100%Concrete Hatch PD-CONC-H 253 Continuous 0.25 mm 0.25_30%Corridors CD-CORR-* 7 Continuous Default NormalCurb PD-CURB 120 Continuous 0.25 mm 0.35_100%Curb - Face of Curb PD-CURB-FOC 120 Continuous 0.35 mm 0.35_100%Curb - Back of Curb PD-CURB-BOC 120 Continuous 0.35 mm 0.35_100%Curb - Face of Gutter PD-CURB-FOG 120 Continuous 0.35 mm 0.35_100%Curb - Flowline PD-CURB-FL 120 Continuous 0.35 mm 0.35_100%Ditch Edge PD-DT 242 Continuous 0.25 mm 0.25_100%Ditch Centerline PD-DTCL 240 DIVIDE 0.25 mm 0.25_100%Drainage Divides PD-DDIV 11 HIDDENX2 0.60 mm 0.65_100%Driveway PD-DWY 240 Continuous 0.25 mm 0.25_100%Driveway Hatch PD-DWY-H 240 Continuous 0.25 mm 0.25_35%Edge of Gravel PD-EOG 120 Continuous 0.25 mm 0.25_100%Edge of Pavement PD-EOP 240 Continuous 0.25 mm 0.25_100%Edge of Water PD-EOW 140 DIVIDED 0.30 mm 0.30_100%Electric Line PD-EL 10 ELECTRIC 0.40 mm 0.40_100%Electric Line Easement PD-EL-ESMT 10 Easement 0.30 mm 0.30_100%Fence PD-FNCE 140 FENCE 0.25 mm 0.25_100%Fiber Optic Line PD-FO 30 FIBER_OPTIC 0.35 mm 0.35_100%Gas Line (Gas Size LT.) PD-GAS 50 GAS 0.35 mm 0.35_100%
PLAN VIEW - CAD LAYERSRevised: 03-29-2011
PROPOSED
CADD Standards
Appendix D
Arlington County Government – DESEngineering Bureau
- 35-
Gas Line Easement PD-GAS-ESMT 50 Easement 0.30 mm 0.30_100%Limits of Clearing/Destruction PD-LIM 6 Dashed6 1.00 mm 1.00_50%Miscellaneous Info PD-MISC 12 Continuous 0.30 mm 0.30_100%Monument PD-MON 142 Continuous 0.30 mm 0.30_100%Paint Lines (White) PD-PWL 7 Continuous 0.35 mm 0.35_100%Paint Lines (Yellow) PD-PYL 2 Continuous 0.35 mm 0.35_100%Property Line PD-PL 130 PHANTOM 0.50 mm 0.50_100%Right Of Way (Survey Only) PD-ROW 210 Continuous 0.65 mm 0.65_100%Railroad PD-RR 42 Continuous 0.30 mm 0.30_100%Sanitary (San Size LT.) PD-SAN 220 Continuous 0.35 mm 0.35_100%Santiary Easement PD-SAN-ESMT 220 Easement 0.35 mm 0.35_100%Sidewalk PD-WLK 232 Continuous 0.35 mm 0.35_100%Sidewalk Easement PD-WLK-ESMT 232 Easement 0.35 mm 0.35_100%Storm PD-STM 70 Continuous 0.35 mm 0.35_100%Storm Centerline PD-STM-CL 8 No Plot 0.35 mm 0.35_50%Storm Hatch PD-STM-H 8 Continuous 0.35 mm 0.35_50%Storm Easement PD-STM-ESMT 70 Easement 0.35 mm 0.35_100%Public Street Easement PD-PST-ESMT 230 Easement 0.40 mm 0.40_100%Stone PD-STNE 132 DASHED2 0.30 mm 0.30_100%Surface PD-TIN 7 Continuous Default NormalTelephone PD-TEL 30 TELEPHONE 0.35 mm 0.35_100%Telephone Easement PD-TEL-ESMT 30 Easement 0.30 mm 0.30_100%Timber PD-TMBR 12 Continuous 0.25 mm 0.25_100%Test Pit PD-TPIT 80 Continuous 0.35 mm 0.35_100%Topo-Major PD-TOPO-MAJOR 1 Continuous 0.40 mm 0.40_100%Topo-Minor PD-TOPO-MINOR 7 Continuous 0.35 mm 0.35_100%Traffic PD-TRAF 40 Continuous 0.25 mm 0.25_100%Tree Protection PD-TP 3 TREEPROT 0.35 mm 0.35_100%Trail PD-TRL 150 Continuous 0.35 mm 0.35_100%Utility PD-UTIL 30 Continuous 0.25 mm 0.25_100%Vegetation PD-VEG 92 Continuous 0.25 mm 0.25_100%Wall PD-WALL 140 Continuous 0.25 mm 0.25_100%Water (Size LT.) PD-WAT 170 Continuous 0.35 mm 0.35_100%Water Easement PD-WAT-ESMT 170 Easement 0.35 mm 0.35_100%Common SuffixText *-T Color: Match associated base layerHatch *-H Linetype: ContinuousDimensions *-DIM Pen Weight: 0.35 mmEasements *-ESMT Plot Styles: Proposed Text = 0.35_100%Demolition *-DEMOAs Built *-AB* Represents name of drawing object
CADD Standards
Appendix D
Arlington County Government – DESEngineering Bureau
-36-
FEATURE Layer Name Color Line Type Line Weight Plot StyleCable TV PRF-XD-CATV 31 CATV 0.35 mm 0.35_50%Cable TV Hatch PRF-XD-CATV-H 8 Continuous 0.25 mm 0.25_30%Centerline, Street PRF-XD-CL 241 Continuous 0.35 mm 0.35_50%Electric PRF-XD-EL 11 ELECTRIC 0.35 mm 0.35_50%Electric Hatch PRF-XD-EL-H 8 Continuous 0.25 mm 0.25_30%Gas Line PRF-XD-GAS 51 DASHED5 0.35 mm 0.35_50%Gas Hatch PRF-XD-GAS-H 8 Continuous 0.25 mm 0.25_30%Telephone PRF-XD-TEL 31 TELEPHONE 0.35 mm 0.35_50%Telephone Hatch PRF-XD-TEL-H 8 Continuous 0.25 mm 0.25_30%Topo PRF-XD-TOPO 9 DASHED3 0.40 mm 0.40_50%Profile Views PRF-* 7 Continuous 0.25 mm 0.25_100%Profile Text PRF-*-T 7 Continuous 0.25 mm 0.25_100%Property Line PRF-XD-PL 131 PHANTOM 0.50 mm 0.50_100%Sanitary PRF-XD-SAN 221 DASHED 0.35 mm 0.35_50%Sanitary Hatch PRF-XD-SAN-H 8 Continuous 0.25 mm 0.25_30%Storm PRF-XD-STM 71 DASHED2 0.35 mm 0.35_50%Storm Hatch PRF-XD-STM-H 8 Continuous 0.35 mm 0.25_30%Water PRF-XD-WAT 171 DASHED6 0.35 mm 0.35_50%Water Hatch PRF-XD-WAT-H 8 Continuous 0.25 mm 0.25_30%
Common SuffixText *-T Color: Match associated base layerHatch *-H Linetype: ContinuousDimensions *-DIM Pen Weight: 0.35 mmEasements *-ESMT Plot Styles: Existing Text = 0.35_50%Demolition *-DEMOAs Built *-AB
* Represents name of drawing object
PROFILE VIEW - CAD LAYERSRevised: 03-29-2011
EXISTING
CADD Standards
Appendix D
Arlington County Government – DESEngineering Bureau
-37-
FEATURE Layer Name Color Line Type Line Weight Plot StyleCable TV PRF-PD-CATV 30 Continuous 0.35 mm 0.35_100%Cable TV Hatch PRF-PD-CATV-H 9 Continuous 0.25 mm 0.25_30%Centerline, Street PRF-PD-CL 241 Continuous 0.35 mm 0.35_100%Electric PRF-PD-EL 10 ELECTRIC 0.35 mm 0.35_100%Electric Hatch PRF-PD-EL-H 9 Continuous 0.25 mm 0.25_30%Gas Line PRF-PD-GAS 50 Continuous 0.35 mm 0.35_100%Gas Hatch PRF-PD-GAS-H 9 Continuous 0.25 mm 0.25_30%Grid Major PRF-GRID-MAJOR 132 Continuous 0.25 mm 0.25_25%Grid Major Text PRF-GRID-MAJOR-T 132 Continuous 0.35 mm 0.35_100%Grid Minor PRF-GRID-MINOR 22 Continuous 0.25 mm 0.25_10%Grid Minor Text PRF-GRID-MINOR-T 22 Continuous 0.35 mm 0.35_100%Miscellanous Text PRF-MISC-T 1 Continuous 0.25 mm 0.25_100%Profile Views PRF-* 7 Continuous 0.25 mm 0.25_100%Profile Text PRF-*-T 7 Continuous 0.25 mm 0.25_100%Profile Ticks Major PRF-TICKS-MAJOR 6 Continuous 0.35 mm 0.35_100%Profile Ticks Minor PRF-TICKS-MINOR 3 Continuous 0.35 mm 0.35_100%Telephone PRF-PD-TEL 30 TELEPHONE 0.35 mm 0.35_100%Telephone Hatch PRF-PD-TEL-H 9 Continuous 0.25 mm 0.25_30%Topo PRF-PD-TOPO 1 Continuous 0.35 mm 0.35_100%Property Line PRF-PD-PL 130 PHANTOM 0.50 mm 0.50_100%Sanitary PRF-PD-SAN 220 Continuous 0.35 mm 0.35_100%Sanitary Hatch PRF-PD-SAN-H 9 Continuous 0.25 mm 0.25_30%Storm PRF-PD-STM 70 Continuous 0.35 mm 0.35_100%Storm Hatch PRF-PD-STM-H 9 Continuous 0.25 mm 0.25_30%Water PRF-PD-WAT 170 Continuous 0.35 mm 0.35_100%Water Hatch PRF-PD-WAT-H 170 Continuous 0.25 mm 0.25_30%
Common SuffixText *-T Color: Match associated base layerHatch *-H Linetype: ContinuousDimensions *-DIM Pen Weight: 0.35 mmEasements *-ESMT Plot Styles: Proposed Text = 0.35_100%Demolition *-DEMOAs Built *-AB
* Represents name of drawing object
PROFILE VIEW - CAD LAYERSRevised: 03-29-2011
PROPOSED
CADD Standards
Appendix D
Arlington County Government – DESEngineering Bureau
-38-
FEATURE Layer Name Color Line Type Line Weight Plot StyleGas Line SEC-XD-GAS 51 DASHED5 0.35 mm 0.35_50%Gas Hatch SEC-XD-GAS-H 8 Continuous 0.25 mm 0.25_30%Property Line SEC-XD-PL 131 PHANTOM 0.50 mm 0.50_100%Sanitary SEC-XD-SAN 221 DASHED 0.35 mm 0.35_50%Sanitary Hatch SEC-XD-SAN-H 8 Continuous 0.25 mm 0.25_30%Storm SEC-XD-STM 71 DASHED2 0.35 mm 0.35_50%Storm Hatch SEC-XD-STM-H 8 Continuous 0.25 mm 0.25_30%Topo SEC-XD-TOPO 9 DASHED3 0.40 mm 0.40_50%Vegetation SEC-XD-VEG 93 Continuous 0.25 mm 0.25_50%Water SEC-XD-WAT 171 DASHED4 0.35 mm 0.35_50%Water Hatch SEC-XD-WAT-H 8 Continuous 0.25 mm 0.25_30%
Common SuffixText *-T Color: Match associated base layerHatch *-H Linetype: ContinuousDimensions *-DIM Pen Weight: 0.35 mmEasements *-ESMT Plot Styles: Existing Text = 0.35_50%Demolition *-DEMOAs Built *-AB
* Represents name of drawing object
SECTION VIEW - CAD LAYERSRevised: 03-29-2011
EXISTING
CADD Standards
Appendix D
Arlington County Government – DESEngineering Bureau
-39-
FEATURE Layer Name Color Line Type Line Weight Plot StyleAssembly In Section SEC-ASSM 7 Continuous 0.25 mm 0.25_100%Gas Line SEC-PD-GAS 50 Continuous 0.35 mm 0.35_100%Gas Hatch SEC-PD-GAS-H 9 Continuous 0.25 mm 0.25_30%Grid Major SEC-GRID-MAJOR 132 Continuous 0.25 mm 0.25_25%Grid Major Text SEC-GRID-MAJOR-T 132 Continuous 0.35 mm 0.35_100%Grid Minor SEC-GRID-MINOR 22 Continuous 0.25 mm 0.25_10%Grid Minor Text SEC-GRID-MINOR-T 22 Continuous 0.35 mm 0.35_100%Miscellaneous Text SEC-MISC-T 1 Continuous 0.35 mm 0.35_100%Section View SEC-* 7 Continuous 0.35 mm 0.35_100%Section View Text SEC-*-T 7 Continuous 0.35 mm 0.35_100%Property Line SEC-PD-PL 131 PHANTOM 0.50 mm 0.50_100%Sample Lines SEC-SAMPLE LINES 7 Continuous 0.25 mm 0.25_100%Sanitary SEC-PD-SAN 220 Continuous 0.35 mm 0.35_100%Sanitary Hatch SEC-PD-SAN-H 9 Continuous 0.25 mm 0.25_30%Section View SEC-* 7 Continuous 0.25 mm 0.25_100%Storm SEC-PD-STM 70 Continuous 0.35 mm 0.35_100%Storm Hatch SEC-PD-STM-H 9 Continuous 0.25 mm 0.25_30%Ticks Major SEC-TICKS-MAJOR 6 Continuous 0.35 mm 0.35_100%Ticks Minor SEC-TICKS-MINOR 3 Continuous 0.35 mm 0.35_100%Topo SEC-PD-TOPO 1 Continuous 0.40 mm 0.40_100%Water SEC-PD-WAT 170 Continuous 0.35 mm 0.35_100%Water Hatch SEC-PD-WAT-H 9 Continuous 0.25 mm 0.25_30%
Common SuffixText *-T Color: Match associated base layerHatch *-H Linetype: ContinuousDimensions *-DIM Pen Weight: 0.35 mmEasements *-ESMT Plot Styles: Proposed Text = 0.35_100%Demolition *-DEMOAs Built *-AB
* Represents name of drawing object
SECTION VIEW - CAD LAYERSRevised: 03-29-2011
PROPOSED
Arlington County Government - DESEngineering Bureau
CADD Standards
-40-
Appendix E
Arlington County.stb
Name Color Pen Weight Screening
Normal Object Color Object Lineweight 100%
0.15_35% Black 0.15 35%
0.25_10% Black 0.25 10%
0.25_15% Black 0.25 15%
0.25_20% Black 0.25 20%
0.25_25% Black 0.25 25%
0.25_30% Black 0.25 30%
0.25_35% Black 0.25 35%
0.25_40% Black 0.25 40%
0.25_45% Black 0.25 45%
0.15_50% Black 0.15 50%
0.20_50% Black 0.20 50%
0.25_50% Black 0.25 50%
0.30_50% Black 0.30 50%
0.35_50% Black 0.35 50%
0.40_50% Black 0.40 50%
0.45_50% Black 0.45 50%
0.55_50% Black 0.55 50%
0.65_50% Black 0.65 50%
0.75_50% Black 0.75 50%
1.00_50% Black 1.00 50%
0.15_100% Black 0.15 100%
0.20_100% Black 0.20 100%
0.25_100% Black 0.25 100%
0.30_100% Black 0.30 100%
0.35_100% Black 0.35 100%
0.40_100% Black 0.40 100%
0.45_100% Black 0.45 100%
0.50_100% Black 0.50 100%
0.65_100% Black 0.65 100%
0.75_100% Black 0.75 100%
1.00_100% Black 1.00 100%
2.00_100% Black 2.00 100%
Masked Black Object Lineweight 0%
Arlington County Government - DESEngineering Bureau
CADD Standards
-41-
Appendix E
Arlington County - (Color).stb
Name Color Pen Weight Screening
Normal Object Color Object Lineweight 100%
0.15_35% Object Color 0.15 35%
0.25_10% Object Color 0.25 10%
0.25_15% Object Color 0.25 15%
0.25_20% Object Color 0.25 20%
0.25_25% Object Color 0.25 25%
0.25_30% Object Color 0.25 30%
0.25_35% Object Color 0.25 35%
0.25_40% Object Color 0.25 40%
0.25_45% Object Color 0.25 45%
0.15_50% Object Color 0.15 50%
0.20_50% Object Color 0.20 50%
0.25_50% Object Color 0.25 50%
0.30_50% Object Color 0.30 50%
0.35_50% Object Color 0.35 50%
0.40_50% Object Color 0.40 50%
0.45_50% Object Color 0.45 50%
0.55_50% Object Color 0.55 50%
0.65_50% Object Color 0.65 50%
0.75_50% Object Color 0.75 50%
1.00_50% Object Color 1.00 50%
0.15_100% Object Color 0.15 100%
0.20_100% Object Color 0.20 100%
0.25_100% Object Color 0.25 100%
0.30_100% Object Color 0.30 100%
0.35_100% Object Color 0.35 100%
0.40_100% Object Color 0.40 100%
0.45_100% Object Color 0.45 100%
0.50_100% Object Color 0.50 100%
0.65_100% Object Color 0.65 100%
0.75_100% Object Color 0.75 100%
1.00_100% Object Color 1.00 100%
2.00_100% Object Color 2.00 100%
Masked Object Color Object Lineweight 0%
Arlington County Government - DESEngineering Bureau
CADD Standards
-42-
Appendix F
TEXT STYLE EXAMPLE
Arlington County Government - DESEngineering Bureau
CADD Standards
-43-
Appendix G
COVER SHEET
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ON
S. A
NY
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STE
M D
AM
AG
ED
SH
ALL
BE
PR
OM
PTL
Y R
EP
AIR
ED
AT
NO
CO
ST
TO T
HE
OW
NE
R.
6.FO
R C
ON
TRO
L A
ND
MA
INTE
NA
NC
E O
F TR
AFF
IC R
EFE
R T
O C
ON
TRA
CT
SP
EC
IAL
PR
OV
ISIO
N,
MA
INTE
NA
NC
E O
F TR
AFF
IC, L
OC
ATE
D IN
TH
E B
ID P
RO
PO
SA
L.
7.C
ON
CR
ETE
CR
AD
LES
SH
ALL
BE
PR
OV
IDE
D A
T A
LL S
AN
ITA
RY
LA
TER
AL
CR
OS
SIN
GS
. IF
SO
DE
SIR
ED
BY
TH
E E
NG
INE
ER
, A
DD
ITIO
NA
L C
ON
CR
ETE
CR
AD
LES
SH
ALL
BE
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OV
IDE
D T
OP
RO
TEC
T O
THE
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TILI
TIE
S W
ITH
IN T
HE
CO
NS
TRU
CTI
ON
LIM
ITS
. TH
E C
ON
CR
ETE
CR
AD
LES
AN
D E
NC
AS
EM
EN
TS S
HA
LL B
E P
AID
FO
R A
T TH
E S
TIP
ULA
TED
UN
IT P
RIC
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8.A
LL U
NS
UIT
AB
LE B
AC
KFI
LL M
ATE
RIA
L S
HA
LL B
E D
ISP
OS
ED
OF
BY
TH
E C
ON
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CTO
R A
T H
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WN
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PE
NS
E.
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ITA
BLE
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CK
FILL
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TER
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Y B
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EU
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NY
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JO
BA
ND
MA
Y B
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TOC
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ILE
D F
OR
RE
US
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TOR
ING
, TR
AN
SP
OR
TATI
ON
, LO
AD
ING
, AN
D O
THE
RA
SS
OC
IATE
D C
OS
T A
RE
TO
BE
INC
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ED
IN T
HE
UN
IT B
ID P
RIC
E F
OR
PIP
E IN
PLA
CE
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TOR
AG
E A
RE
AS
WIL
L N
OT
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PR
OV
IDE
D B
Y A
RLI
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TON
CO
UN
TY.
9.A
LL C
ON
CR
ETE
ON
TH
IS P
RO
JEC
T S
HA
LL B
E C
LAS
S "A
-3",
AIR
EN
TRA
INE
D C
ON
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LES
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THE
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ISE
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TED
. TH
E C
ON
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CTO
R S
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LL U
SE
A C
UR
ING
CO
MP
OU
ND
TO
TRE
AT
ALL
EX
PO
SE
D C
ON
CR
ETE
.
10.
THE
RE
MO
VA
L C
OS
T O
F A
NY
EX
ISTI
NG
PA
VE
ME
NT,
CU
RB
AN
D G
UTT
ER
, SID
EW
ALK
S,
AP
RO
NS
, ETC
. IS
TO
BE
INC
LUD
ED
IN T
HE
UN
IT P
RIC
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ID F
OR
EX
CA
VA
TIO
N. T
HE
CO
NTR
AC
TOR
S A
RE
HE
RE
BY
AD
VIS
ED
TH
AT
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Y M
AY
DU
MP
EX
CA
VA
TED
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NC
RE
TEC
UR
B A
ND
GU
TTE
R A
ND
SID
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ALK
(NO
RE
INFO
RC
ING
STE
EL
OR
WIR
E) A
T A
RLI
NG
TON
CO
UN
TY T
RA
DE
S C
EN
TER
LO
CA
TED
AT
4300
29T
H S
TRE
ET
SO
UTH
.
11.
THE
CO
NTR
AC
TOR
SH
ALL
PR
OV
IDE
AC
CE
SS
TH
RO
UG
H T
HE
SIT
E A
S D
IRE
CTE
D B
Y T
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EN
GIN
EE
R A
T A
LL T
IME
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ING
CO
NS
TRU
CTI
ON
AN
D S
HA
LL E
NS
UR
E T
HE
SA
FETY
OF
PE
DE
STR
IAN
S F
RO
M T
RA
FFIC
AN
D C
ON
STR
UC
TIO
N H
AZA
RD
S.
12.
EX
ISTI
NG
DR
AIN
AG
E F
AC
ILIT
IES
AFF
EC
TED
BY
TH
IS P
RO
PO
SE
D P
RO
JEC
T S
HA
LL B
EC
LEA
NE
D O
UT
TO T
HE
SA
TIS
FAC
TIO
N O
F TH
E C
OU
NTY
. TH
E C
OS
T IS
INC
IDE
NTA
L A
ND
SH
ALL
BE
INC
LUD
ED
IN T
HE
CO
NTR
AC
T P
RIC
E O
F O
THE
R IT
EM
S.
13.
CO
NTR
AC
TOR
SH
ALL
NO
T D
ISTU
RB
OR
RE
MO
VE
AN
Y T
RA
FFIC
CO
NTR
OL
SIG
NS
, PA
RK
ING
ME
TER
S O
R A
NY
OTH
ER
TR
AFF
IC C
ON
TRO
L D
EV
ICE
WIT
HO
UT
PR
IOR
PE
RM
ISS
ION
FR
OM
THE
TR
AN
SP
OR
TATI
ON
DIV
ISIO
N A
T (7
03) 2
28-3
575
OR
228
-651
2.
14.
PA
VE
ME
NT
MA
RK
ING
S A
ND
TR
AFF
IC C
ON
TRO
L S
IGN
S T
HA
T P
ER
TAIN
TO
TH
IS P
RO
JEC
TS
HA
LL B
E P
RO
VID
ED
AN
D IN
STA
LLE
D B
Y A
RLI
NG
TON
CO
UN
TY T
RA
FFIC
EN
GIN
EE
RIN
GB
UR
EA
U.
THE
CO
NTR
AC
TOR
SH
ALL
CO
OR
DIN
ATE
WIT
H A
RLI
NG
TON
CO
UN
TY, T
RA
FFIC
BU
RE
AU
.
15.
AB
AN
DO
NIN
G E
XIS
TIN
G S
TRU
CTU
RE
S A
ND
PIP
ELI
NE
S, E
XC
AV
ATE
AN
D R
EM
OV
E E
XIS
TIN
GS
TRU
CTU
RE
AN
D S
TOR
M S
EW
ER
LIN
ES
OR
AB
AN
DO
N IN
PLA
CE
BY
FIL
LIN
G P
IPE
WIT
HFL
OW
AB
LE F
ILL
AN
D P
LUG
GIN
G A
T A
LL O
PE
N E
ND
S.
EX
CA
VA
TE A
ND
RE
MO
VE
STR
UC
TUR
ETO
A M
INIM
UM
OF
2 FE
ET
BE
LOW
FIN
ISH
ED
GR
AD
E, F
ILL
THE
STR
UC
TUR
E W
ITH
SA
ND
OR
#57
AG
GR
EG
ATE
MA
TER
IAL.
TH
E P
RIC
E F
OR
AB
OV
E S
HA
LL B
E IN
CLU
DE
D IN
TH
E U
NIT
PR
ICE
BID
FO
R T
HE
PIP
E IN
PLA
CE
.
16.
EX
ISTI
NG
UTI
LITY
SY
STE
MS
SH
ALL
BE
PR
OTE
CTE
D T
O P
RE
VE
NT
DA
MA
GE
DU
RIN
G T
HE
CO
NTR
AC
TOR
'S O
PE
RA
TIO
NS
. AN
Y S
YS
TEM
S D
AM
AG
ED
SH
ALL
BE
PR
OM
PTL
Y R
EP
AIR
ED
AT
NO
CO
ST
TO T
HE
OW
NE
R.
Gen
eral
No
tes:
Uti
lity
Confl
icts
:1.
Not
App
licab
le
AD
T:
Not
Ava
ilabl
e
Str
eet
Cla
ssif
icat
ion
:N
ot A
vaila
ble
As-
Buil
t:
© 20
11 A
rling
ton
Cou
nty
Virg
inia
- D
epar
tmen
t of E
nviro
nmen
tal S
ervi
ces
Revis
ed: 0
2/03/2
011
Arlington County Government - DESEngineering Bureau
CADD Standards
-44-
Appendix G
Project Name and Location Project Name and Location
Sea
l
Appro
val
sD
ate
DESI
GN T
EAM
SUPE
RVIS
OR
Rev
isio
ns
Dat
e
Project Name and Location Project Name and Location
Shee
t
Des
igned
:
Dra
wn:
Chec
ked
:
Plo
tted
by:
Fil
enam
e:
Sca
le:
Pat
h:
Sea
l
Appro
val
sD
ate
WAT
ER, S
EWER
STR
EETS
BUR
EAU
CHIE
F
TRAN
SPOR
TATI
ON D
IREC
TOR
ENGI
NEER
ING
BURE
AU C
HIEF
As
No
ted
Rev
isio
ns
Dat
e
Plo
tted
: M
arch
29, 2
011
Dsm
allw
ood
Mis
s U
tili
ty T
ransm
itta
l #:
Existing Condition Plan
//
//
//
//
//
//
//
//
//
//
//
//
//
//
//
Wal
l
6" W
ater
8" W
ater
12"
Wat
er
Wat
er
Wat
er H
ouse
Con
.
UG
E
2" G
3" G
6" G
8" G GAS
8" S
12"
S
SHC
Ease
men
t
Asph
alt
Build
ing
Cent
er L
ine
Conc
rete
Elec
tric
(U
nder
grou
nd)
Tele
phon
e (U
nder
grou
nd)
Curb
Fenc
e
2" G
as
3" G
as
6" G
as
8" G
asG
as 8" S
anita
ry
12"
Sani
tary
Sani
tary
Sew
er
Sani
tary
Hou
se C
on.
Side
wal
k
Prop
erty
Lin
e
Stor
m (
size
not
ed)
Cont
ours
CATV
Cabl
e TV
Ove
rhea
d W
ires
Gua
rdra
il
Lim
its O
f Cl
earin
g
Fibe
r O
ptic
FO
Exis
tin
gP
ropo
sed
//
//
//
//
//
//
//
//
//
//
//
//
//
//
//
6" W
8" W
12"
W
WH
CW
HC
UG
T
Lane
Mar
king
Tree
Lin
e
PVC
(St
reet
Lig
hts)
Asph
alt
- M
ill &
Ove
rlay
Asph
alt
- Fu
ll D
epth
Conc
rete
Asph
alt
- O
verla
y
Dem
olis
h Ex
istin
g Si
dew
alk
Dem
olis
h Ex
istin
g D
rivew
ay A
pron
s
Dem
olis
h Ex
istin
g Cu
rb &
Gut
ter
Sand
Soil
Gra
vel
Her
ringb
one
Bask
et W
eave
Bric
k
Stor
m S
truc
ture
- E
xist
ing
Stor
m M
anho
le C
over
- E
xist
ing
D
Stor
m S
truc
ture
- P
ropo
sed
Sani
tary
Str
uctu
re -
Pro
pose
d
Sani
tary
Str
uctu
re -
Exi
stin
gSS
Man
hole
Cov
er E
xist
ing
Sani
tary
Man
hole
Cov
er -
Pro
pose
d
Fire
Hyd
rant
- P
ropo
sed
Red
ucer
- P
ropo
sed
Gat
e Va
lve
- Pr
opos
ed
Blow
off
Valv
e -
Prop
osed
Cros
sing
Con
nect
or -
Prop
osed
Tee
Conn
ecto
r -
Prop
osed
11 1/4° Bend - Proposed
22 1/2° Bend - Proposed
45° Bend - Proposed
90° Bend - Proposed
Fire
Hyd
rant
- E
xist
ing
Wat
er V
alve
- E
xist
ing
Wat
er M
anho
le C
over
- E
xist
ing
Wat
er M
eter
- E
xist
ing
Wat
er M
eter
- P
ropo
sed
W
Siam
ese
Conn
ectio
n /
Stan
dpip
e -
Exis
ting
Wat
er C
ap -
Pro
pose
d
Cabl
eTV
Pede
stal
- E
xist
ing
Gas
Lin
e M
arke
r -
Exis
ting
Elec
tric
al B
ox -
Exi
stin
g
Tele
phon
e Pe
dest
al -
Exi
stin
g
Bus
Sign
- P
ropo
sed
Cobr
ahea
d Li
ght
- Pr
opos
ed
Carly
le L
ight
- P
ropo
sed
Gro
und
Ligh
t -
Exis
ting
Ligh
t Po
le -
Pro
pose
d
Ligh
t Po
le -
Exi
stin
g
Util
ity P
ole
- Pr
opos
ed
Util
ity P
ole
- Ex
istin
g
Guy
Wire
- E
xist
ing
Util
ity C
over
- E
xist
ing
Traf
fic C
ontr
ol B
ox -
Exi
stin
g
Mai
lbox
- E
xist
ing
Park
ing
Met
er -
Exi
stin
g
Sign
- E
xist
ing
Test
Hol
e -
Prop
osed
Test
Hol
e -
Exis
ting
Gas
Val
ve -
Exi
stin
g
Traf
fic M
ast
Arm
Pol
e -
Exis
ting
Traf
fic P
edes
tria
n Po
le -
Exi
stin
g
Traf
fic E
lect
rical
Box
- E
xist
ing
Traf
fic J
unct
ion
Box
- Ex
istin
g
Traf
fic S
ervi
ce M
eter
- E
xist
ing
Traf
fic M
ast
Arm
Pol
e -
Prop
osed
Traf
fic P
edes
tria
n Po
le -
Pro
pose
d
Traf
fic C
ontr
ol B
ox -
Pro
pose
d
Traf
fic E
lect
rical
Box
- E
xist
ing
Traf
fic J
unct
ion
Box
- Pr
opos
ed
Traf
fic S
ervi
ce M
eter
- P
ropo
sed
Sign
- P
ropo
sed
Bus
Sign
- E
xist
ing
SS
GV
Carly
le L
ight
- E
xist
ing
Cobr
ahea
d Li
ght
- Ex
istin
g
TEGC
BBo
llard
- E
xist
ing
Cons
truc
tion
Not
es
Mon
umen
t (G
PS)
Iron
Rod
Fou
nd
Mon
umen
t
P.K.
Nai
l Fou
nd
P.K.
Nai
l Set
Reb
ar R
od F
ound
Reb
ar R
od S
et
Trav
erse
Iron
Pip
e Fo
und
Benc
hmar
k
Nor
th A
rrow
Coni
fero
us T
ree
- Ex
istin
g
Dec
iduo
us T
ree
- Ex
istin
g
Bush
/Hed
ge/S
hrub
- E
xist
ing
Stor
m S
truc
ture
# -
Pro
pose
d
Sani
tary
Str
uctu
re #
- E
xist
ing
Stor
m S
truc
ture
# -
Exi
stin
g
Sani
tary
Str
uctu
re #
- P
ropo
sed
Iron
Rod
Set
Iron
Pip
e Se
t
NLS
NLF
RRS
RRF
IPS
IRS
IRF
GPS IPF1
ST1
SA1
1001
2001
NORTH
DETAIL SHEET
© 20
11 A
rling
ton
Cou
nty
Virg
inia
- D
epar
tmen
t of E
nviro
nmen
tal S
ervi
ces
Revis
ed: 0
2/03/2
011