Alaska DOT&PF



Process 1.0 - Road Design Process-C3D 2016Primary Output:Plan & Profile Sheets, Cross-Sections, Quantities, Details, Specifications and EstimateDescription:This covers the entire process for developing Plans, Specifications and Estimates for road projects.Task 1.1 - Publish EG Surface and L AlignmentDescription:Review the _SV.dwg when delivered from Locations or the survey drawing that is delivered from a sub-consultant.Clean up any graphics as necessary to prepare the drawing for use with the design drawing.Review that the EG Surface and L Alignment exist when delivered from Locations.Publish the EG surface and L Alignment.Step 1.1.1 - Open Survey DrawingDescription:Open _SV survey drawingSave As and rename {Project Number}_SV.dwg to the folder (if not already named correctly)The standard Preconstruction Directory Structure-NR is available at: R:\Projects\00_READ_ME_FIRST\Electronic File Structure.Work in this Task Step will occur in the following drawing: ***_SV.dwg***Step 1.1.2 - Review the L AlignmentDescription:Verify "L" alignment exists and stationing is correct.Reverse the Alignment if needed (see notes below)Notes:1. Reversing the alignment stationing will not typcially be needed.2. Confirm with Locations Section before reversing.3. Changing station control/equations or alignment direction after corridor creation can affect the design. It's important to make these changes early in the process if needed. ***_SV.dwg***Step 1.1.3 - Review the EG SurfaceDescription:Verify the Existing Ground (EG) surface exists with no obvious problems.When done, change the Surface style to <None>***_SV.dwg***Step 1.1.4 - Create Surface from 3D Faces/Lines (Optional)Description:Most projects can skip this task (see note below).Create a New SurfaceConfirm TIN surface is selected as TypeClick surface name fieldInput Existing SurfaceInput description (optional)Set Contours @ {interval} (Existing) style as desiredClick OKUse Add Graphic Object tool, OR on the Prospector tab of Toolspace: Expand Surfaces nodeExpand Surface Name Expand Definition nodeRight-click Drawing ObjectsSelect AddSet Object type to 3D Faces (see note 2 below)Toggle ON Maintain edges from objectsClick OKSelect 3D Faces graphically (see note 3 below) Press EnterUse Add Boundary tool, OR on the Prospector tab:Right-click Boundary, and select AddEnter a nameSet the Type: OuterToggle OFF Non-destructive breaklineLeave the default for Mid-Ordinate Distance (only used if boundary has polyline arcs)Click OKSelect the polyline defining the outer boundaryPress EnterA surface will be built from the TIN faces/lines and displayed according to the chosen style.Notes:1. This step will not be required for most projects. The best way to translate a surface from one software package to another is to use LandXML import/export format. This allows you to import a copy of the original surface without recreating it from 3D faces or lines representing the TIN. This is the fastest way to get a surface created in another program into Civil 3D and eliminates the errors. However, the person supplying you with the drawing may be unable to export the surface as a LandXML file for you and this procedure can be used.2. If drawing TIN contains 3D Lines instead of 3D faces, select Lines3. When selecting 3D Faces or Lines it may be helpful to turn all layers off except the one for 3D Faces/Lines***_SV.dwg***Step 1.1.5 - Setup Survey GraphicsDescription:Freeze "L" alignment and EG Surface layers through the Layers Property Manager OR use Freeze Graphics toolRotate survey points as needed (DO NOT MOVE POINTS!!!)Click pointsClick "Rotate Marker" grip (the bottom diamond) Rotate as desired (signs, catch basins, culvert end sections, etc.)See Point Group Setup cheatsheet for tips on isolating points (optional)Cleanup lines as needed (DO NOT DELETE LINES!!!)Freeze line layers OR change lines to a layer that can be frozen Use Reverse Polyline if line is drawn the wrong direction (guardrail, utilities, etc.) Save the Drawing***_SV.dwg***Step 1.1.6 - Publish EG Surface and "L" Alignment from _SV.dwgDescription:Setup data shortcuts:Set Working Folder to [drive]:\{Working Folder}\(see note 1 below)Right-click Data Shortcuts [drive:\{Working Folder}] in the Prospector tab of the ToolspaceSelect New Data Shortcuts Project Folder...Input name that EXACTLY match the project folder Input description (optional)Toggle OFF "Use project template"Click OKSet the Data Shortcut Folder to the folder just createdCheck the project path is displayed on the Data Shortcuts node on the Prospector tab Create Data Shortcuts:Toggle EG Surface and "L" Alignment (plus any other data wanted during design) Click OKSave the DrawingNotes:1. The working folder may vary depending on the region and which network drive the actual numbered project folder is saved to. Possible working folders may be:H:\Projects\Dalton_Hwy\H:\Projects\Alaska_Hwy\Q:\Projectsetc.2. The shortcut folder [project] will be added on the Header of Civil 3D after the drawing file with [ ] around it. A "_Shortcuts" folder will be added to the numbered project folder. ***_SV.dwg***Task 1.2 - Publish ROW Alignments (If/When Available)Description:Publish the ROW alignments for use on the output P&P and XS sheets.Create alignments for the ROW left and right if they do not exist from the graphics in the _RWBM.dwgStep 1.2.1 - Review RWBM DrawingDescription:Open a copy of the drawing delivered from ROW (or other sub-consultants).Review the ROW graphics to determine if they are lines/polylines, parcels or alignments.Determine if ROW alignments have been created If ROW alignments left and right have been created, continue to step Publish the ROW AlignmentsIf a parcel is created of the ROW, determine if additional entities also exist as ROW limit lines (Parcel segments can not be used to establish an alignment)If there are additional entities, freeze the layer for the ROW parcel as the parcel lines are not wanted graphically.If there are not additional entities, Input a "WORK" Polyline as needed to represent the left and right ROW as graphic entities. Save the DrawingWork in this Task Step will occur in the following drawing: ***_RWBM.dwg***Step 1.2.2 - (If necessary) Convert Graphics to AlignmentDescription:If ROW alignments were NOT delivered with the _RWBM drawing, they can be created. Define Alignment from Graphics. Select the graphics for the ROW Right alignmentPress EnterAn Arrow will display indicating the alignment direction. Press Enter if the direction is correct OR type R to reverse the directionIn the Create Alignment - from Polyline dialog box, input the alignment NameNote: Input ROWR (or ROWL) for the ROW Right alignment (or ROW Left respectively)Select the Type: Offset (or Miscellaneous)Input a starting station if desiredSelect the Alignment style: Other Road Alignment - NRVerify the Alignment layer has the alignment name at the endSelect the label set <None>Verify the Create curves is toggled OFF Set the Erase toggle as desiredClick OKRepeat to create the ROW Left alignmentSave the DrawingView Creating Alignments from Objects video (optional)***_RWBM.dwg***Step 1.2.3 - Publish ROW Alignments from _RWBM.dwgDescription:Verify the Data Shortcuts Project Folder is set correctly. If not, use Set Shortcuts Folder to select the project. Save the drawing before creating the data shortcutsCreate Data Shortcuts Toggle the alignments ROWR and ROWLClick OKRefer to the Data Shortcuts - Publish Data cheat sheet if needed.***_RWBM.dwg***Task 1.3 - Create Design Drawing (_C.dwg)Description:Create the base civil drawing of {project#}_C.dwg. This drawing will be the base plan drawing with a reference of the Locations _SV.dwg and for creation of output P&P sheets. The design profile will be created in this drawing. It will contain existing and new networks for the culverts.If a new "O" alignment will be created, this alignment will be created in the _C.dwg.Step 1.3.1 - Start New Project DrawingDescription:Start a New DrawingSelect template: _Alaska DOT 2016 C3D{date}-NR.dwt Save the drawing to the project folder with the name: {Project #}_C. Example: {Working Folder}\{Project Folder}\6 Design\2 C3D\2 Drawings\65120_C.dwg H:\Projects\Alaska_Hwy\65120\6 Design\2 C3D\2 Drawing\65120_C.dwgThe Preconstruction Directory Structure is at:Work in this Task Step will occur in the following drawing: ***_C.dwg***Step 1.3.2 - Set Drawing Scale (and Coordinate System)Description:Set the drawing scale:1" = 100' for Rural Highways1" = 50' for Suburban Roads and Streets1" = 20' for Urban (curb and gutter)Note:The above scales are recommendations. The scale is dynamic, so if changed all annotation will update!Setting the Coordinate System (NOT ALL PROJECTS ARE ON A SPECIFIC COORDINATE SYSTEM!!! MANY PROJECTS ARE ON A LOCAL "PROJECT" COORDINATE SYSTEM. In Northern Region, this is true for older projects and the Zone Categories: should be left at the template default of No Datum, No Projection. Newer surveys may be on a Low Distortion Projection (LDP) coordinate system) Click the Settings tab in the Toolspace. Right click on the project drawing just saved and select Edit Drawing Settings.In the Units and Zones tab, verify the Drawing Units are Feet, US Survey Foot.Select the Zone and Coordinate System for the project.If the project is on a Low Distortion Projection (LDP) coordinate system, set it as follows:To select a LDP coordinate system, in the Zone Categories drop down, scroll down to the bottom and select Auto-Registered. Under Available coordinate systems: Select the appropriate LDP(The Survey "Transfer Record" will list the LDP for the project. If the LDP is not loaded on your computer, load it by opening a drawing with the appropriate LDP and it will automatically load to your computer. Contact Locations to obtain the drawing with the LDP for the project.)Click OK.Save the Drawing***_C.dwg***Step 1.3.3 - Create Data Shortcut ReferencesDescription:Verify the Data Shortcuts Project Folder is set correctly. If not, use Set Shortcuts Folder to select the project. Save the drawing before creating the data shortcutsReference Data ShortcutsSurfacesExpand Data Shortcuts in the Prospector tabExpand SurfacesRight-click the EG SurfaceSelect Create ReferenceSet Style as desiredClick OKAlignmentsExpand AlignmentsRight-click the "L" alignment (or other alignment)Select Create ReferenceVerify alignment Name, or Input L#. Example: L2 Input a Description (optional) Select Design Centerline - NR styleSelect a label setUse Station@500_Tick@100-NR for 1"=100' and 1"=50' scale projects. Use Station@100_Tick@50-NR for 1"=20' scale projects.Click OKROW Alignments (if available)Expand AlignmentsRight-click the ROWR alignmentSelect Create ReferenceSelect Other Road Alignment - NR alignment styleSelect label set <None>Click OKRepeat for the ROWL alignmentCulverts (if available)Expand Pipe NetworksRight-click New CulvertsSelect Create ReferenceSelect the Part List as desiredClick OKRepeat for the Existing Culverts and Replaced CulvertsRefer to the Data Shortcuts - Publish Data cheat sheet if needed.Save the drawing***_C.dwg***Step 1.3.4 - Xref _SV DrawingDescription:Xrefs should be on the appropriate layer. Set current layer to C-ANNO-REFR, or create the C-ANNO-REFR-SV layer, before bringing in the _SV.dwgXref the SV drawing (This tool creates and places the Xref on the C-ANNO-REFR-SV layer)Toggle OFF Specify On-Screen OptionsToggle the Overlay optionClick OKVerify graphics are correctFreeze unnecessary layers from the _SV drawingNote: If just using the Xref-Attach command, change the layer of the _SV Xref to C-ANNO-REFR-SV or C-ANNO-REFR layer.Save the DrawingNote: There is a Cheat Sheet on doing a clip of an xref. This will limit what is shown to eliminate graphics that are not needed outside the project location.***_C.dwg***Step 1.3.5 - Xref _RWBM Drawing (if available)Description:Xrefs should be on the appropriate layer. Set current layer to C-ANNO-REFR, or create the C-ANNO-REFR-RWBM layer, before bringing in the drawingXref the RWBM drawing (This tool creates and places the Xref on the C-ANNO-REFR-RWBM layer)Toggle OFF Specify On-Screen OptionsToggle the Overlay optionClick OKVerify graphics are correctFreeze unnecessary layers from the _RWBM DrawingSave the DrawingNote: There is a Cheat Sheet on doing a clip of an xref. This will limit what is shown to eliminate graphics that are not needed outside the project location.***_C.dwg***Task 1.4 - Establish Design Centerline Alignment(s)Description:This task covers how to create a new "O" alignment if desired.When the "L" alignment will be used for the design, the alignment will actually reside in the _SV.dwg and created graphically with a data reference in the _C.dwg. No modifications, except setting the design criteria or establishing superelevation should be done to the L alignment. If geometry changes are necessary to the "L" alignment for the design, then an "O" alignment should be established.Step 1.4.1 - Convert Graphics to AlignmentDescription:Continue with this step if:The "L" alignment was NOT delivered with the _SV drawing OR A new alignment will be created Draw alignment tangent segments (polylines or lines).Note: Curves will be created in another step. It is important to have only tangent segments in a converted AutoCAD object to allow full editing of curves in Civil 3D. Define Alignment from Graphics (after drawn)Select alignment graphicPress EnterNote: If the alignment graphic is in an Xref:Type X at the command linePress EnterSelect alignment graphicAn arrow will display indicating alignment direction (near alignment midpoint) Press Enter to accept direction OR reverse by typing R and presssing EnterInput alignment Name (see note below on naming)Input Description (optional)Use a minimum starting station of 10+00 Select Design Centerline - NR alignment styleVerify Alignment layer has the alignment name at the end. If not click the Layer icon and change the Modifier value from -* to the alignment name. Example: -O3.Select a label setUse Station@500_Tick@100-NR for 1"=100' and 1"=50' scale projects Use Station@100_Tick@50-NR for 1"=20' scale projectsToggle OFF Create curves (see note below on curves)Toggle Erase as desiredClick OKSave the DrawingView Creating Alignments from Objects video (optional)Notes:Alignment NameThe name is used for alignment geometry points, station/offset labels, etc. The "L" represents "Locations" alignments which are based on survey points and information. The "L" alignment should be delivered with the _SV.dwg. If the graphics exist but a Civil 3D alignment doesn't, create the "L" alignment in the _SV.dwg.The "O" represents "Office" alignments which are based on a proposed alignment. The "O" alignment(s) should be different from the "L" alignment. (Example: flattened curves to meet design speeds).The corresponding number allows design iterations without replacing old working information that may have other references to it.If the label should be different than the standard "O#" convention, input the correct label (such as T/W 'C' for a taxiway alignment).Alignment LayerThe alignment name input as the layer modifier becomes the alignment's "Object layer". The style is the display layer settings. Several alignments may use the same style, so the modifier allows each alignment to be on a different layer. Keep alignment names short. Many label styles use the alignment name as a code, giving a quick reference of which layers can be frozen.Work in this Task Step will occur in the following drawing: ***_C.dwg***Step 1.4.2 - Review AlignmentDescription:Verify stationing direction is correct.Alignment PropertiesSelect the alignmentInformation tabVerify Name Verify/Input Description (optional)Verify StyleVerify TypeStation Control tab Input station equations (optional) Change the starting station as neededClick OKNote:When tying an "O" alignment stationing to as-built (or "L") stationing, use a reference point to designate stationing on the "O" line.***_C.dwg***Step 1.4.3 - Alignment Design CriteriaDescription:Open _C.dwg to set design criteria for "O" alignmentOpen _SV.dwg to set design criterial for "L" alignmentAlignment PropertiesDesign Criteria tabInput the design speed Toggle ON Use criteria-based design and Use design criteria filePress <...> buttonSelect _AK DOT 2011 Design Standards Stopping Sight Distance.xml file Select the Minimum Radius Table of AASHTO 2011 eMax 6%Set other parameters as desired Toggle OFF Use design check setVerify tangency check is Toggled ONClick OKSave the DrawingNote:If the _AK DOT 2011 Design Standards Stopping Sight Distance.xml file is not loaded on your computer, copy it from R:\CAD\MTR\C3D to the path shown below the "Use design criteria file" toggle. Click the button to the right to display the full path.***_C.dwg*** (if using O alignment)***_SV.dwg*** (if using L alignment)Step 1.4.4 - Add Curves to the Alignment (Optional)Description:If working in the _C drawing on a new "O" alignment, use the Curve commands in the Alignment Layout Tools.To create a curve "fillet" between tangents of a PI, use the Free Curve Fillet (radius) command.***_C.dwg***Step 1.4.5 - Note Curve ErrorsDescription:Warning symbols will display for curves with errors Note:Only alignments created in the current drawing can be edited.If changes are necessary to the "L" alignment, copy the alignment as a new "O#" alignment into the _C.dwg. ***_C.dwg*** (if using O alignment)***_SV.dwg*** (if using L alignment)Step 1.4.6 - Edit Alignment NumericallyDescription:Open Edit AlignmentSelect alignmentClick Alignment Grid View icon (third from right)The Panorama dialog displays (only data in black can be edited) Click a data field to edit curvesInput desired curve dataClick out of the fieldThe alignment updates if no conflicts exist (overlapping curves, etc.)Save the DrawingView Editing Alignments video (optional)Note:If the alignment was created from graphics, tangents are considered "fixed" and can only be changed graphically.***_C.dwg***Step 1.4.7 - Change PI or Tangent LocationsDescription:Select alignmentSelect PI grip to move (the triangle grip)Specify new PI locationThe alignment updates if no conflicts exist (overlapping curves, etc.)To input specific locations, use a transparent command:Northing Easting - Prompts for the northing and eastingPoint Number - Prompts for the point numberPoint Object - Graphic selection of a point***_C.dwg***Step 1.4.8 - Edit AlignmentDescription:See Alignment Cheatsheets if needed***_C.dwg***Step 1.4.9 - Establish Superelevation for CL AlignmentDescription:Open Superelevation curve managerSelect alignmentClick Calculate superelevation now...The following guide is for a "typical", two-lane, undivided rural road design (adjust as needed):Roadway Type Undivided CrownedPivot Method: Center BaselineLanesSymmetric RoadwayNumber of lanes right: 1Normal lane width: 12' Normal lane slope: -2.00% for paved roads; -3.00% for unpaved roadsShoulder Control Outside Edge Shoulders - Calculate toggled ONNormal shoulder width of 4', 6', 8' or 10'.Normal shoulder slope of -2.00% (for unpaved roads, a slope of -3.00%)Shoulder slope treatment (low and high side): Match lane slopesAttainment Superelevation rate table AASHTO 2011 eMax 6%Transition length table 2 LaneAttainment method AASHTO 2011 Crowned RoadwayTransition formula for tangent-curve is 70% (50-80 mph) 80% (15-45 mph) (See Table 3-18 in 2011 Green Book)Click Finish (Superelevation data will appear in panorama)Alternative: Select the alignment, right-click, and select Edit Superelevation.***_C.dwg*** (if using the "O" alignment)***_SV.dwg*** (if using the "L" alignment)Step 1.4.10 - Edit SuperelevationDescription:Open Superelevation curve managerSelect alignmentClick Tabular editor...Expand Curve, Transition In, and Transition Out RegionsChange settings as desiredAlternative: Select the alignment, right-click, and select Edit Superelevation.***_C.dwg*** (if using the O alignment)***_SV.dwg*** (if using the L alignment)Task 1.5 - Establish Design Profile(s)Description:Create the design profile for the road using the existing ground as a guide. Note: If the intersection wizard will be used for more advanced corridor designs with a main road crown being maintained, as are most intersections done by the DOT, either the profile of the approach road must include the road crown or the actual approach road profiles should be placed in the _CM.dwg to allow the approach road profile to adjust as necessary.Step 1.5.1 - Create Existing Ground ProfileDescription:Create Profile from SurfaceSelect alignmentHighlight surface (typically EG Surface)Click Add (see note below)Verify Style Existing Ground Centerline - NR is shown in the Grid ViewClick Draw in Profile ViewGeneralVerify alignmentSelect the appropriate ## Scale-NR styleProfile Display Options Scroll rightVerify Style is Existing Ground Centerline - NRVerify Labels is _No LabelsData Bands Select the appropriate band setClick Create Profile ViewSelect a location away from all graphicsSave the DrawingNote:(Optional) For additional offsets:Toggle ON Sample OffsetsInput desired offsetClick Add Repeat for all offsetsWork in this Task Step will occur in the following drawing: ***_C.dwg***Step 1.5.2 - Establish Design Profile(s)Description:Create Profile by LayoutSelect Profile View Set Style to Design Centerline - NRVerify Profile Label Set is Profile Data (Hwy)-NR (or set as desired)Design Criteria tabToggle ON Use criteria-based designVerify file is _AK DOT 2011 Design Standards Stopping Sight Distance.xml (see notes 1 and 2 below)Toggle OFF use design check setClick OKUse Draw Tangents (far left button) to draw the design profile (see note 3 below).Save the DrawingNotes:1. The default criteria is Minimum K Table of AASHTO 2011 Stopping Sight Distance.2. If the _AK DOT 2011 Design Standards Stopping Sight Distance.xml file is not loaded on your computer, copy it from R:\CAD\MTR\C3D to the path shown below the "Use design criteria file" toggle. Click the button to the right to display the full path.3. The draw commands can be used with transparent commands to input specific: Profile Station and Elevation for VPIsProfile Grade and Station for tangentsProfile Grade and Length for tangents***_C.dwg***Step 1.5.3 - Verify Profile PropertiesDescription:Profile Properties Information tabChange profile name (optional)Input description (optional)Change Object Style (optional)Design Criteria tab (see note below)Toggle ON Criteria based designSet parameters as desiredNote:Setting design criteria provides minimum curve lengths based on the chosen design speed.***_C.dwg***Step 1.5.4 - Update Profile View PropertiesDescription:Profile View PropertiesSelect profile viewBands tabScroll right for the band style that starts with Sta-Elev... (second line)Set Profile 1 as {FG}Verify Profile 2 is {Existing} Profiles tabSet the Style and Labels as follows:EG Profile Style = Existing Ground Centerline - NR Click <Edit...> for LabelsVerify no labels are listed (see below to change label set)Click OKFG Profile Profile style = Design Centerline - NR.Click <Edit...> for Labels The select label set items will be listed Change the labels OR select a new label setClick Import label set...Select label setClick OK EG should be _No Labels FG should be Profile Data (Hwy)-NR Adjust items used for labels or add and remove Types of labels with the Add>> and delete (red X) buttons (optional)Click OK***_C.dwg***Step 1.5.5 - Edit Profile Data NumericallyDescription:Edit Profile Data Select Profile to editClick Profile Grid View icon (third from right)The Panorama dialog displays (only data in black can be edited)Click a field to edit Input desired dataPress Enter (the profile updates automatically assuming no overlaps)Rules of thumb:The first and last VPI stations/elevations should tie into existing groundSet VPI values at full (+00) or half (+50) stationsRound elevations to the nearest 0.1'Save the Drawing***_C.dwg***Step 1.5.6 - Add Vertical CurvesDescription:Profile Layout Tools Select the Curve droplist arrow (sixth from the left)Select More Free Vertical CurvesSelect Free Vertical Parabola (PVI Based)Click near a VPI in the profile viewInput curve length Press EnterRepeat for all VPIsVertical Curve TipsThe minimum allowable curve length will be shown. Type K or P to input K value or Passthrough point, respectivelyCurve lengths should typically be rounded UP to the nearest 100' AK DOT doesn't typically include vertical curves for PVIs with an algebraic difference in grades of 0.5% or lessSave the DrawingNote:Several curve creation options are related to fixed or floating curves that have specific fixed data or points. ***_C.dwg***Step 1.5.7 - Place Culverts/Structures in Profile View(s)Description:Prior to performing this step, existing culverts need to be added. If this hasn't been done go to Task 1.11 - Establish Existing CulvertsAdd Network Parts to ProfileALL Culverts (from a selected network)Select a culvert (see note below) Select Profile ViewINDIVIDUAL Culverts (from a selected network)Type S Press EnterSelect culvert(s) Press Enter Select Profile ViewRepeat as neededChange Culvert displayClick the stationing/elevation text (bottom of profile view)Right-clickSelect Profile View Properties... Pipe Networks tabToggle ON or OFF Draw as desiredClick OKSave the DrawingNote:Select the culvert from the plan view. The culvert should be of the network type you wish to display in the profile view (Exisiting, New, etc.).***_C.dwg******P&P sheets dwg***Step 1.5.8 - Change Pipe Display in Profile (Optional)Description:See note belowPipe Properties Select culvert (in profile view)Information tabChange style to Culvert - {type} - Crossing - NR Click OKRepeat as neededNote:If cross culverts appear as rectangles or squares in the profile view, use this step to change them to ovals/circles.***_C.dwg***Task 1.6 - Create Corridor Drawing (_CM.dwg)Description:The _CM.dwg is for the creation and modification of a design road model. The assemblies (typical sections) that are created in this drawing can be labeled as desired to use for details. Other graphics used from the corridor drawing are the Cut and Fill limit lines of the design. Note: If the intersection wizard will be used for more advanced corridor designs with a main road crown being maintained, as are most intersections done by the DOT, either the profile of the approach road must include the road crown or the actual approach road profiles should be placed in the _CM.dwg to allow the approach road profile to adjust as necessary.Step 1.6.1 - Publish Design Objects from _C.dwgDescription:Verify the Data Shortcuts Project Folder is set correctly. If not, use Set Shortcuts Folder to select the project. Save the drawing before creating the data shortcutsCreate Data ShortcutsToggle Design Profile (and "O" Alignment if created) plus any other objects needed for the CorridorClick OKRefer to the Data Shortcuts - Create Reference cheat sheet if needed.Save the drawingWork in this Task Step will occur in the following drawing: ***_C.dwg***Step 1.6.2 - Start New Project DrawingDescription:Start a New DrawingSelect _Alaska DOT 2016 C3D{date}-NR.dwt templateSave the drawing to the correct project folder with a drawing name of {Project #}_CMExample: {Working Folder}\{Project Folder}\6 Design\2 C3D\2 Drawings\65120_CM.dwg H:\Projects\Alaska_Hwy\65120\6 Design\2 C3D\2 Drawing\65120_CM.dwgHere is a link to the standard Preconstruction Directory Structure.***_CM.dwg***Step 1.6.3 - Set Drawing ScaleDescription:Set the drawing scale:1" = 100' for Rural Highways1" = 50' for Suburban Roads and Streets1" = 20' for Urban (curb and gutter)Note:The above scales are recommendations. The scale is dynamic, so if changed all annotation will update!Setting the Coordinate System (NOT ALL PROJECTS ARE ON A SPECIFIC COORDINATE SYSTEM!!! MANY PROJECTS ARE ON A LOCAL "PROJECT" COORDINATE SYSTEM. In Northern Region, this is true for older projects and the Zone Categories: should be left at the template default of No Datum, No Projection. Newer surveys may be on a Low Distortion Projection (LDP) coordinate system) Click the Settings tab in the Toolspace. Right click on the project drawing just saved and select Edit Drawing Settings.In the Units and Zones tab, verify the Drawing Units are Feet, US Survey Foot.Select the Zone and Coordinate System for the project.If the project is on a Low Distortion Projection (LDP) coordinate system, set it as follows:To select a LDP coordinate system, in the Zone Categories drop down, scroll down to the bottom and select Auto-Registered. Under Available coordinate systems: Select the appropriate LDP(The Survey "Transfer Record" will list the LDP for the project. If the LDP is not loaded on your computer, load it by opening a drawing with the appropriate LDP and it will automatically load to your computer. Contact Locations to obtain the drawing with the LDP for the project.)Click OK.Save the Drawing***_CM.dwg***Step 1.6.4 - Create Data Shortcut ReferencesDescription:Required Data Shortcuts:EG surface - set the style as desired.The project design alignment, either the "L" alignment or "O" alignment - verify the name, set the style to Design Centerline - NR and select the label set.Use Station@500_Tick@100-NR for 1"=100' and 1"=50' scale projects. Use Station@100_Tick@50-NR for 1"=20' scale projects.The Design Profile for the "L" or "O" alignment.Optional Data Shortcuts:Other alignments needed, such as ROWR or ROWL - set the style to Other Road Alignment - NR Refer to the Data Shortcuts - Create Reference cheat sheet or the Data Shortcuts - Publish Data if the data shortcuts are not established yet.Save the drawing***_CM.dwg***Step 1.6.5 - Xref other Project Drawings (Optional)Description:Attach an Xref (_SV.dwg or _C.dwg as desired)Xref the C drawing (This tool creates and places the Xref on the C-ANNO-REFR-C layer)Xref the SV drawing (This tool creates and places the Xref on the C-ANNO-REFR-SV layer)Toggle OFF Specify On-Screen optionsToggle Overlay for the reference type Click OKZoom ExtentsVerify graphics look correctFreeze unnecessary layers from the _SV and _C drawingsSave the DrawingXrefs should be on the appropriate layer. The layer designator for Xrefs is C-ANNO-REFR. The _CM.dwg is the working drawing to create the corridor, and will be referenced by the _XS.dwg (Cross Section drawing - created later) to display the road structural section. Using the Overlay (vs. Attachment) reference option for Xrefs will help eliminate confusion when selecting what to show on cross sections.Note: There is a Cheat Sheet on doing a clip of an xref. This will limit what is shown to eliminate graphics that are not needed outside the project location.***_CM.dwg***Task 1.7 - Establish Assemblies (Typical Sections)Description:Create the design assemblies using sub-assemblies for the road corridor. There are several Sub-Assemblies available in the Tool Palette to use. While developing an Assembly, trial-and-error may be needed to determine the best sub-assemblies to use in order to obtain the desired overall design corridor model. Additional information for each Sub-Assembly is available by right clicking the Sub-Assembly icon in the Tool Palette and selecting Help. Step 1.7.1 - Create Assembly from Sub-AssembliesDescription:Create an Assembly for the typical sectionInput assembly nameSelect Assembly Graphics-NR code set styleClick OK Select a location to create the assemblySub-Assembly Tool PaletteSelect desired Sub-Assemblies in the Tool Palette (see note below)The Properties dialog box should displayAdjust Properties as desiredSelect a marker point on the Assembly to attach the sub-assemblySymmetrical AssembliesPlace all sub-assemblies on one side of the AssemblyUse Mirror Sub-Assemblies commandSelect the Sub-Assemblies and press EnterSelect the Assembly Center Marker lineSave the DrawingNote:Several Sub-Assemblies are available and you can create and customize your own. While developing an Assembly, trial-and-error may be the best method to obtain the desired design. Additional Sub-Assembly information is available by right clicking a Sub-Assembly icon and selecting Help. Work in this Task Step will occur in the following drawing: ***_CM.dwg***Step 1.7.2 - AK DOT Sub-AssembliesDescription:Special Sub-Assemblies has been created for the AK DOT. See the Accessing Shared Assemblies on Network Cheat Sheet on getting this available in Civil 3D.Task 1.8 - Establish the Road CorridorDescription:Create the initial Corridor Model of the Road and determine what to refine to establish the overall road design.Step 1.8.1 - Initial Creation of the CorridorDescription:Create CorridorAccept the default Name Input Description (optional)Select the road alignment Select the FG profileSelect the road assembly that covers most of the projectSelect the EG as the Target Surface Note: to select the alignment, profile or assembly graphically, click the respective Pick icon after the droplist.Verify the Set baseline and region parameters is toggled OFF.Click OKSave the DrawingView Creating a Corridor video (optional)Work in this Task Step will occur in the following drawing: ***_CM.dwg***Step 1.8.2 - Review CorridorDescription:Corridor PropertiesSelect the corridorInformation tabVerify Name is correctInput description (optional)Parameters tab (see note below) Verify the Alignment and Profile for the Baseline (BL - ... ) are correctVerify the Region (RG - ...) has the correct AssemblyAdjust corridor stationing (optional)If the Profile doesn't span the entire Alignment length, adjust Region stationing:Click in the Region Start Station fieldInput correct stationClick in the Region End Station fieldInput correct stationClick OKSave the DrawingNote:The Parameters tab is where most changes will be made to adjust or modify the corridor through the design process. The process of adding other assemblies and controlling alignments/profiles will be discussed in later tasks.***_CM.dwg***Step 1.8.3 - Modify the Corridor DisplayDescription:Corridor Properties Information tabBasic-NR style doesn't display region boundaries (typically use this style)Review-NR style displays region boundariesCodes tabSelect desired Code set style: The various styles display different link lines where locations are established in the Parameters tabFeature Lines tabThe feature lines listed come from Sub-Assembies used in the corridor Toggle ON or OFF features lines using the Connect check boxNote:It's best to experiment by selecting different Code Set styles. See which style works for your design. Some styles may not display any graphics in plan view even with the Connect check box toggled ON.***_CM.dwg***Task 1.9 - Corridor Surface Creation and Section ReviewDescription:Create the FG and Subgrade surfaces for the Corridor.Step 1.9.1 - Create Subgrade SurfaceDescription:Corridor PropertiesSurfaces tabClick Create a Corridor Surface iconClick default Corridor Surface nameChange (Insert_Surface_Name) to Subgrade Change style to Border Only - NR OR Grid - NR Select Links for the Data type Select Datum for the code Click Add Surface Item icon (+ symbol) Boundaries tabRight-click {Road} Subgrade surfaceSelect Add AutomaticallySelect Daylight (see note below)Click OKNote:The option for Corridor Extents as Boundary can be used to find the outside limit of the Corridor but it is RECOMMENDED to check the design and verify the Daylight is found through the entire project. If Daylight is unavailable, this is an indication that there could be gaps in the design or a Daylight with EG is not found at some location. A boundary for Corridor surfaces is necessary to prevent the surface from cutting across inside corners of the design. Daylighting not found at locations along the design, or not adding a boundary to the corridor surface, can cause incorrect volumes to be reported.Another option is to use Add Interactively to pick the a desired feature line at the start and end of the design corridor. If the corridor has dual feature lines, such as both cut and fill daylight feature lines, you may need to interatively step through the corridor picking each transition point from cut to fill (on each side of the corridor) until you return to the starting point.Work in this Task Step will occur in the following drawing: ***_CM.dwg***Step 1.9.2 - Create Finished SurfaceDescription:Corridor PropertiesSurfaces tabClick Create a Corridor SurfaceClick the default Corridor Surface nameChange (Insert_Surface_Name) to FG Change the style to Contours @ {interval} (Design) Verify the FG surface is highlighted in the windowSelect Links from the Data type droplistSelect Top from the Specify code droplistClick Add Surface Item icon (plus symbol)Boundaries tabRight-click the {Road} FG surfaceSelect Add AutomaticallySelect DaylightClick OKSave the DrawingNote: If Daylight is unavailable, select Corridor Extents as Boundary or use Add Interactively to pick the a desired feature line at the start and end of the design corridor. ***_CM.dwg***Step 1.9.3 - Combine Multiple Surfaces (Optional)Description:Create a New SurfaceSelect TIN surface from the Type drop down menuInput a name (Final Surface, Merged Surface, etc.)Input description (optional)Change the Style as desiredClick OKIn Prospector:Expand SurfacesExpand your new surfaceExpand Definition Right-click EditsClick Paste SurfaceSelect the Existing Ground surfaceClick OKRight-click Edits againClick Paste SurfaceSelect the FG surfaceClick OK A single surface now exists with the Existing Ground and Road FG combined.Notes:1. This step can be performed any time after the Road - FG surface is created. It's recommended to wait until the design is complete. 2. This step creates a new composite surface from multiple surfaces. The individual surfaces will also remain. Any edits to the individual surfaces will be update in the new composite surface. 3. The composite surface uses a single style for the entire surface. So "Design" contours will display in "Existing" areas and vice versa. ***_CM.dwg***Step 1.9.4 - Create Sample LinesDescription:Create Sample Lines (Home Ribbon > Sample Lines)Select alignment OR press Enter to select from dialog boxAccept default NameSample the following sources (see note below): Existing Ground surface - Existing Ground-NR style FG surface - Design Ground-NR style {Road} Subgrade - Design Ground-NR style{Road} Corridor - XS w Labels-NR styleToggle New and Existing Culverts as desiredToggle OFF all other sourcesClick OKFrom the Sample Line Toolbar:Select the Sample line creation methods drop arrow iconSelect By Range of StationsInput a Start Station and End Station to create Cross SectionsReview other settings and change if desiredClick OKUse other Sample line creation methods to add additional sections if desiredPress Enter when doneView Creating Sample Lines video (optional)Note:There could be 2 or 3 listings for the EG Surface, or other Data Sources. Select the surface sources that DON'T have a shortcut indicator (small square with a tiny arrow in it) on the Type icon symbol. ***_CM.dwg***Step 1.9.5 - Create Draft Section ViewsDescription:Set the drawing scale to 1" = 10'Create Multiple Section Views[General]Select AlignmentSelect Sample Line GroupSelect Station Range Automatic OR User specified (to set a range)Select Section View Style: Draft - Individual Section Grids (1:1) - NR[Section Placement]Toggle DraftSelect Group Plot Style: Draft - Plot for Review - NR[Offset Range]Use the default of Automatic[Elevation Range]Use the default of Automatic[Section Display Options]Review sources to be shown on the sections and toggle Draw as desired Change the Style as desiredChange Labels should all be _No Labels[Data Bands]Select the FG_EG Elevation @ CL-NR band set In the Set band properties: Set Surface1 to be the {ROAD} FG Set Surface2 to be the EG SurfaceClick Create Section Views buttonPick a location in the drawing away from other graphics. This will be the lower left corner of the section views increasing in stationing up the columnsSave the Drawing***_CM.dwg***Task 1.10 - Publish Design Surface DataDescription:Publish the road surfaces with data shortcuts to make them available for use to calculate cross-sectional volumes.Daylighting not found at locations along the corridor design, or if a boundary was not added to the corridor surface, can cause incorrect volumes to be reported and the section views can show design surface data beyond the Daylight (catch point).Step 1.10.1 - Publish Surfaces from _CM.dwgDescription:Verify the Data Shortcuts Project Folder is set correctly. If not, use Set Shortcuts Folder to select the project. Save the drawing before creating the data shortcutsCreate Data ShortcutsToggle on the "Road" Subgrade and "Road" FG surfacesClick OKRefer to the Data Shortcuts - Publish Data cheat sheet if needed.Work in this Task Step will occur in the following drawing: ***_CM.dwg***Task 1.11 - Establish Existing CulvertsDescription:Establish the Existing Culverts as a Pipe Network using the _SV.dwg to determine their location.Step 1.11.1 - Prep Culvert Graphics in the DrawingDescription:Open _C.dwgIsolate Culvert Layers in the Xref'd _SV drawing (optional)Draw a 3D Polyline through each existing culvert endpoint node (see note below) Notes:1. Drawing the 3D polyline upstream to downstream, low station to high station, etc., doesn't matter. 2. The 3D polyline must be continuous. Connect one culvert end to the start of the next. The extra segments will be removed in following steps.Work in this Task Step will occur in the following drawings: ***_C.dwg***Step 1.11.2 - Create Existing Culvert NetworkDescription:Create Pipe Network from ObjectSelect the polyline created through each culvertPress Enter to accept the default direction (see note below)Input Existing Culverts for the network name Select Culverts - Existing - NR from the Network parts listFor the Pipe to create, select the most common size {and material} for your projectLeave the Structure to create as NullLeave the Surface name and Alignment name as <none>Toggle the Erase existing entity as desiredToggle ON Use Vertex Elevation optionToggle the Invert optionClick OKThaw C-DTCH-PIPE Layers to see the pipe network.Save the DrawingNote:Direction isn't necessary for existing culverts.***_C.dwg***Step 1.11.3 - Delete Extra Pipes and Prep for Culvert ReviewDescription:Delete extra pipe segments between existing culvertsPress EnterUpdate layer settings (Isolate Culvert Layers) to turn view the existing culvert lines and invert elevations in the Xref'd _SV.dwg if not already visible.***_C.dwg***Step 1.11.4 - Draw Additional Culverts (Optional)Description:Use Network Layout toolbar to draw additional culverts Culvert OnlySelect the Culvert type from the Pipe droplistClick Pipes Only optionSnap to the end of a culvertSnap to the other end of the culvertPress ESCRepeat for each additional culvertCulvert and Structure (Headwall or Flared end section)Select the Structure type from the Structure droplistSelect the Culvert type from the Pipe droplistClick Pipes & StructuresSnap to the end of a culvert If the structure on the other culvert end is different, select the type from the structure droplistSnap to the other end of the culvertPress ESCRepeat as neededSave the DrawingView Pipe Network Creation Tools video (optional)***_C.dwg***Step 1.11.5 - Change Network Parts (Optional)Description:The creation of the Existing Culvert pipe network sets all pipes to one size. Any pipe that is a different size will need to have the pipe part swapped.Swap PartsSelect a pipe to changeSelect new pipe from the dialog boxClick OKRepeat as neededSave the DrawingNote:Use this step to change culvert type and/or structure to another material/part in the Network Parts list. ***_C.dwg***Step 1.11.6 - Edit Pipe PropertiesDescription:Edit Pipe PropertiesSelect a culvertPart Properties tabReview and set pipe invert values as necessaryClick OKRepeat for each pipeSave the DrawingNote:The pipe flow direction, slope, invert elevations, size, and reference surface/alignment can be modified. ***_C.dwg***Step 1.11.7 - Update Pipe Names/NumbersDescription:Isolate pipe layer (optional)Renumber/Rename PipeSelect an Existing Culvert to establish the networkSelect each culvert in the desired sequence for numbering Press Enter when completeInput the starting numberToggle Rename existing partsClick OKVerify culvert names and repeat as desired, using the next number in the sequence.Save the DrawingNote:The renumbering/renaming can be done in small groups; the entire culvert set doesn't need to be selected at once.***_C.dwg***Step 1.11.8 - Place Culverts/Structures in Profile View(s)Description:Add Network Parts to ProfileALL Culverts (from a selected network)Select a culvert (see note below) Select Profile ViewINDIVIDUAL Culverts (from a selected network)Type S Press EnterSelect culvert(s) Press Enter Select Profile ViewRepeat as neededChange Culvert displayClick the stationing/elevation text (bottom of profile view)Right-clickSelect Profile View Properties... Pipe Networks tabToggle ON or OFF Draw as desiredClick OKSave the DrawingNote:Select the culvert from the plan view. The culvert should be of the network type you wish to display in the profile view (Exisiting, New, etc.).***_C.dwg******P&P sheets dwg***Step 1.11.9 - Change Pipe Display in Profile (Optional)Description:See note belowPipe Properties Select culvert (in profile view)Information tabChange style to Culvert - {type} - Crossing - NR Click OKRepeat as neededNote:If pipe ends appear as rectangles or squares in the profile view, use this step to change them to ovals/circles.***_C.dwg***Task 1.12 - Input New CulvertsDescription:With the existing culverts input and the Design Profile established (and road surface created), the information needed for new culverts is available for layout. Step 1.12.1 - Create New Culvert NetworkDescription:Open _C.dwgCreate Pipe Network by LayoutInput New Culverts for network nameSelect Culverts - New - NR as Network parts listSelect {Final Road} surface as Surface nameSelect {Primary Alignment} as Alignment nameSelect <none> as Structure lable style Select <none> as Pipe lable style Click OK The Network Layout toolbar will load.Save the DrawingWork in this Task Step will occur in the following drawing: ***_C.dwg***Step 1.12.2 - Establish Culvert SizesDescription:General "rule of thumb" guidelines:Minimum lateral (driveway) culvert size is 18"Minimum cross culvert size is 24"Cross culverts over 100' long are a minimum of 36"Culverts 48" and larger must be designed by Hydrology SectionFish passage culverts must be designed by Hydrology SectionRefer to the online Preconstruction and Highway Drainage Manuals for additional information.***_C.dwg***Step 1.12.3 - Draw CulvertsDescription:See note 1 belowSelect Culvert from the Pipe droplistVerify Uplope/Downslope flow is toggled UpslopeSelect Null OR other structure from the Structure droplistIf not using a structure:Select Pipes Only from droplistIf using a structure:Select Pipes & Structures from droplistSelect downstream culvert end location (see note 2 below)Select upstream culvert end location (see note 2 below)Press EnterRepeat as needed to add pipes and structuresClose Network Layout Tools dialog boxSave the DrawingView Pipe Network Creation Tools video (optional)Notes:1. The Network Layout Tools for New Culverts should be loaded. If it isn't:Use Edit Network commandSelect the network (assumes new culverts have been added previously)Click OK2. Locations can be entered by clicking graphically or using the following Transparent commands:CoordinatesPoint NumberStation Offset3. New culverts can be snapped to existing culverts if extensions are being added. The "connect" snap tooltip won't display because the new and existing culverts are in different networks.***_C.dwg***Step 1.12.4 - Add Plan Culvert LabelsDescription:Add LabelsVerify Feature: is Pipe NetworkSelect Label type: Single Part Plan OR Entire Network PlanSelect Pipe label style: Plan {Lt/Rt}- New Culvert-NR or Name Only-NR (storm drain)Select Structure label style: _No Label-NR Click AddSelect culvertSelect alignmentRepeat as neededNote:Culverts will be labeled at their midpoint. See next step to modify these labels.***_C.dwg***Step 1.12.5 - Modify Culvert LabelsDescription:Label StationingClick label Use diamond shaped grip to slide label along pipe to adjust station value (Cross pipe station is where the pipe intersects the alignment. Approach pipe station is the same as the approach station)Use square grip to move label as desired Alignment AssociationClick the labelRight-clickSelect Properties (CAD) Use graphic selection icon from Reference Text ObjectsSelect the alignment ***_C.dwg***Step 1.12.6 - Edit Pipe PropertiesDescription:Edit Pipe PropertiesSelect a culvertPart Properties tabSet values as desiredClick OKRepeat for each pipeSave the DrawingNote:The pipe flow direction, slope, invert elevations, size, and reference surface/alignment can be modified. ***_C.dwg***Step 1.12.7 - Change Network PartsDescription:Swap PartsSelect part to changeSelect new part from listClick OKRepeat as neededSave the DrawingNote:Use this procedure to change culvert/pipe and/or headwall structures.***_C.dwg***Step 1.12.8 - Place Culverts/Structures in Profile View(s)Description:Add Network Parts to ProfileALL Culverts (from a selected network)Select a culvert (see note below) Select Profile ViewINDIVIDUAL Culverts (from a selected network)Type S Press EnterSelect culvert(s) Press Enter Select Profile ViewRepeat as neededChange Culvert displayClick the stationing/elevation text (bottom of profile view)Right-clickSelect Profile View Properties... Pipe Networks tabToggle ON or OFF Draw as desiredClick OKSave the DrawingNote:Select the culvert from the plan view. The culvert should be of the network type you wish to display in the profile view (Exisiting, New, etc.).***_C.dwg******P&P sheets dwg***Step 1.12.9 - Change Pipe Display in Profile (Optional)Description:See note belowPipe Properties Select culvert (in profile view)Information tabChange style to Culvert - {type} - Crossing - NR Click OKRepeat as neededNote:If cross culverts appear as rectangles or squares in the profile view, use this step to change them to ovals/circles.***_C.dwg***Step 1.12.10 - Add Profile Culvert Labels (Optional)Description:Note: This may be used for storm drain system pipes. Culverts are not typically labeled in the profile view on a rural highway project. Add LabelsVerify Feature: is Pipe NetworkSelect Label type: Single Part Profile OR Entire Network ProfileSelect Pipe label style: Name Only-NRSelect Structure label style: _No Label-NR Click AddSelect culvert (in profile view)Select alignment (in plan view)Repeat as needed***_C.dwg******P&P sheets dwg***Task 1.13 - Designate Culverts for RemovalDescription:When new culverts are placed, some existing culverts will need to be removed. Designate which existing culverts will be removed.Step 1.13.1 - Create Removal Culverts NetworkDescription:Open _C.dwgCreate Pipe Network by LayoutInput Removal Culverts for network nameSelect Culverts - Removal - NR as Network parts listSelect <none> as Surface nameSelect <none> as Alignment nameSelect <none> as Structure lable style Select <none> as Pipe lable style Click OK The Network Layout toolbar will load.Save the DrawingWork in this Task Step will occur in the following drawing: ***_C.dwg***Step 1.13.2 - Change Pipes from Existing to RemovalDescription:Change Pipe Network Association Select culvert(s) (see note below)Press EnterType S Press EnterSelect Removal Culverts networkClick OKRepeat as neededSave the DrawingNote:Only select culverts on the Existing Culvert network to switch to the Removal Culvert network. Don't select pipes on the New Culvert network***_C.dwg***Step 1.13.3 - Edit Pipe PropertiesDescription:Pipe properties should have been verified when establishing the Existing Culverts network. Refer to step 1.11.5 for guidance (if needed)Save the Drawing***_C.dwg***Step 1.13.4 - Place Culverts/Structures in Profile View(s)Description:Refer to step 1.12.8 for guidance.Save the Drawing***_C.dwg******P&P sheets dwg***Step 1.13.5 - Label CulvertsDescription:Refer to step:1.12.4 to label plan culverts1.12.10 to label profile culverts***_C.dwg******P&P sheets dwg***Step 1.13.6 - Change Pipe Display in Profile (Optional)Description:Refer to step 1.12.10 for guidance.***_C.dwg******P&P sheets dwg***Task 1.14 - Publish Culvert DataDescription:Make the Culvert information available for placement and labeling in other drawings and on output sheets by publishing it with Data Shortcuts.Step 1.14.1 - Publish Culverts from _C.dwgDescription:Verify the Data Shortcuts Project Folder is set correctly. If not, use Set Shortcuts Folder to select the project. Save the drawing before creating the data shortcutsCreate Data ShortcutsToggle the Existing Culverts, New Culverts and Replaced Culverts as applicableClick OKRefer to the Data Shortcuts - Publish Data cheat sheet if needed.Work in this Task Step will occur in the following drawing: ***_C.dwg***Task 1.15 - Create Sections Drawing (_XS.dwg)Description:Create a drawing file for the Cross Section sheets of the project. Add the labels to the sheets as necessary and update if other data is needed.Step 1.15.1 - Establish the XS DrawingDescription:Start a New DrawingSelect template: _Alaska DOT 2016 C3D{date}-NR.dwtSet scale to 1" = 10'Save the drawing to the project "Plots" directoryName drawing {Project Number}_XS.dwgExample: {Working Folder}\{Project Folder}\6 Design\2 C3D\1 Plots\65120_XS.dwg H:\Projects\Alaska_Hwy\65120\6 Design\2 C3D\1 Plots\65120_XS.dwgXref the CM drawing (This tool creates and places the reference on the C-ANNO-REFR-CM layer)Toggle OFF Specify On-Screen optionsClick OK Detach _SV and _C drawings (if listed in Xref dialog)Save the drawingWork in this Task Step will occur in the following drawing: ***_XS.dwg***Step 1.15.2 - Create Data Shortcut ReferencesDescription:Verify the Data Shortcuts Project Folder is set correctly. If not, use Set Shortcuts Folder to select the project. Save the drawing before creating the data shortcut references.Required Data Shortcuts: Use the default names and select the styles as appropriate, however the section view setup will specify the specific styles to use for the section views.Design Centerline AlignmentEG SurfaceFG SurfaceSubgrade SurfacePipe Networks - the correct Parts List MUST be selected when bringing in the pipe networks, otherwise the pipes will be changed to the wrong type, i.e. New Culverts would show as Existing. When completed, Save the drawingRefer to the Data Shortcuts - Create Reference cheat sheet or the Data Shortcuts - Publish Data if the data shortcuts are not established yet.Step 1.15.3 - Create Sample LinesDescription:Create Sample LinesSelect alignment OR press Enter to select from dialog boxAccept default NameSample the following sources (see note below): Existing Ground surface - Existing Ground-NR style FG surface - Design Ground-NR style {Road} Subgrade - No Display-NR style{Road} Corridor - XS w Labels-NR styleToggle New and Existing Culverts as desiredToggle OFF all other sourcesClick OKFrom the Sample Line Toolbar:Select the Sample line creation methods drop arrow iconSelect By Range of Stations... (Range of Stations Command)Input a Start Station and End Station to create Cross SectionsReview other settings and change if desiredClick OKUse other Sample line creation methods to add additional sections if desiredPress Enter when doneView Creating Sample Lines video (optional)Note:There will be 2 or 3 listings for some of the Data Sources. Select the surface sources that DON'T have a shortcut indicator (small square with a tiny arrow in it) on the Type icon symbol. Select the corridor source that DOES have the shortcut indicator on the Type icon symbol.***_XS.dwg***Step 1.15.4 - X-Section View CreationDescription:Complete the next task, 16 (Volume Calculation), Step 1 (Earthwork Quantities), prior to proceeding with this step if volume tables are desired on section views. Volume tables are required on the final section views for Construction and made available to Contractors during bidding.Create Multiple Section Views[General]Select AlignmentSelect Sample Line GroupSelect Station Range Automatic OR User specified (to set a range)Select Section View Style: Production - X-Sec Sheet (1:1)-NR[Section Placement]Toggle ProductionVerify template is: _C3D XS Sheets{date}-NR.dwtVerify layout is X-Sec 10Click the <...> button to change template/layout if neededSelect Group Plot Style: Production - Plot By Page-NR[Offset Range]Toggle User specified. Input Left and Right values as follows: For a single column, use -150 to 150 ORFor two columns, use -70 and 70[Elevation Range]Use defaults[Section Display Options]Review sources to be shown on the sections and toggle Draw as desired Toggle off the Cut, Fill or other volume materials that were calculated.Change the Style as desiredChange Labels should all be _No Labels[Data Bands]Select the FG_EG Elevation @ CL w Spacer for Vol Table-NR band set (OR FG_EG Elevation @ CL-NR)In the Set band properties: Set Surface1 to be the {ROAD} FG Set Surface2 to be the EG Surface[Section View Tables] (optional for volume tables)Select Type: Materials Select Table style: XS Volume Table-NRClick Add>>Toggle ON cut and fillClick OKFor the Position of Tables: setSection view anchor to Bottom CenterTable anchor to Top CenterTable Layout to VerticalX Offset to 0 Y Offset to 1.74Click Create Section Views button Pick a location in the drawing away from other graphicsSave the Drawing***_XS.dwg***Step 1.15.5 - Show ROW on Section Views (Optional)Description:Create Profile from SurfaceSelect the ROWL alignment Highlight EG SurfaceClick AddClick OKRepeat for the ROWR alignmentOpen Section View Group PropertiesSelect the station value, offset or elevation datum for any section and press EnterSection View tabClick the ellipsis icon (...) under the Profile Grade column.ROW Marker for LeftSelect ROWL from the Alignment: droplist.Click Add>>Verify the Profile is the EG Surface-ROWL.Click the Marker Style field Select ROW Marker for Sections from the droplist, and click OK.ROW Marker for RightSelect ROWR from the Alignment: droplist Verify the Profile is the EG Surface-ROWR.Click the Marker Style field Select ROW Marker for Sections from the droplist, and click OK.Click OK on the Profile Grade dialog.Click OK on the Section View Group Properties dialog.***_XS.dwg***Step 1.15.6 - Modify X-Section Group Settings (Optional)Description:See note 1 belowSection View Group PropertiesSelect station, offset, or elevation datum on a section viewPress EnterSection Views tabSelect Production - Plot By Page-NR for Group Plot Style (see note 2 below) Select Production - X-Sec Sheet (1:1)-NR for Style (see note 3 below) Click <...> icon under Change Band SetClick Import band set... (see note 4 below)Click OKClick OKClick the <...> icon under Change Volume TablesAdjust settings as desired (see note 5 below)Click OKClick the <...> icon under Offset and Elevation Offset Range tabToggle User specified Input Left and Right offset values (see note 6 below) Elevation Range tabAdjust settings as desiredClick OKSections tab (see note 7 below)Toggle Draw ON or OFF as desiredChange Styles as desiredClick OKUpdate Group Layout (see note 8 below)Select station, offset, or elevation datum on a section viewPress Enter Notes:1. X-Section graphics are placed in Model Space and used for Layouts during X-Section Sheet Creation. Each section is made up of the following primary components:Sheet (grid, border, and title block)Section view (offset labels, datum elevation, and section station value)Section objects (Existing ground, FG, and corridor graphics)2. Use the Draft - Plot for Review style to remove overall grid lines on the sheets. 3. Use the Draft - Individual Section Grids (1:1) - NR style to place Individual grids on each section view. 4. Different band styles are available depending on what you wish to show on the cross sections: FG_EG Elevation@CL-NR - used to show elevation labels for the the future and existing ground surfacesFG_EG Elevation@CL w Spacer for Vol Table-NR - used to show elevation labels for the future and existing ground surfaces, and a volume table_No Bands - used to eliminate elevation labels 5. Volume tables can be added after section views are created. Refer to step 1.15.4 for guidance.6. Offset values should be an increment of 5' and total increments of 10'. A total width of 140' or less will produce two columns. Example: -55 to 85 will work as the increments are in 5', a total increment of 10' and will produce 2 columns. -60 to 75 should not be used as the total is not a multiple of 10'.7. All surfaces, materials, corridors, and culverts sampled will be listed. Toggle items ON if you want them displayed on the cross sections.8. If changes are made to the view group properties, the group layout must be updated to reflect those changes in the graphics. ***_XS.dwg***Step 1.15.7 - Add or Remove Surfaces from X-SectionsDescription:Section SourcesSelect a Sample Line, Section View, or SectionPress EnterAdd SurfacesSelect from Available sources Click Add>>Adjust Style as desired Remove SurfacesSelect from Sampled sourcesClick Remove<<Click OK ***_XS.dwg***Step 1.15.8 - X-Section Sheet CreationDescription:Create Cross Section SheetsSelect the appropriate:AlignmentSample line groupSection view groupAccept the default Layout name <[Parent Alignment]> - Section Sheet - (<[Next Counter(CP)]>)Adding to an Existing Sheet SetToggle Add to existing sheet setClick the ... icon after the field and Select a sheet set in the project folderClick Create Sheets Click OK(Optional)In some cases Cross Section sheets are created that will not be part of the overall project plans and should not be added to existing project sheet set.Creating a New Sheet SetToggle New sheet set:Click the ... icon after the Sheet set file (.DST) storage location: fieldSelect the {project folder}\6 Design\2 C3D\1 Plots folderInput a New Sheet Set name***_XS.dwg***Task 1.16 - Volume CalculationDescription:Compute Materials To compute materials, sample lines need to be created along an alignment (or corridor) and the different surfaces (corridor shapes) to be used for volumes need to be sampled.The alignment and sample line group to use to calculate quantities are selected. When the Compute Materials is run the first time for a sample line group, the selection of the Quantity Takeoff Criteria will display and the items to compare set. Select a Quantity takeoff criteria from the droplist Select the appropriate items, surfaces or materials, to use for the calculations.***The Compute Materials dialog will not display by default after the values are set. Each successive time the Compute Materials is run, the Edit Materials List will display. Use the Import another criteria button to select a different Quantity Takeoff Criteria and set the values.OverviewThe Earth Cut and Fill is set to find the volumes using average end area of the sample lines (Cross-sections) for cut and fill by comparing the subgrade and existing ground. For projects that have rock excavation, the existing rock can be selected to calculate the amount of rock cut.The Pavement Structure is set to find the design materials volumes for the structural section of the road. The different materials of the sub-assemblies are selected as the Object Name to use for the different materials.Quantity takeoff criteriaQuantity Takeoff Criteria is a saved comparison to find volumes. For typical volumes that should be calculated, a criteria can be created and saved for future use.For example, a new criteria can be created to find volumes of over excavation between a surface created from the assembly and the existing ground.For Earthwork Quantities Summary, a cut and fill earthwork calculation for the road could be a Material with a Quantity type of Earthworks. The material being removed, or cut, should be Base.The material being place, or fill, should be Compare.The earthwork can also be calculated with Quantity type of Cut and/or Fill.To get a removal material, this should be a cut quantity type.To get a placed material, this should be fill quantity type.The Condition should be set appropriately for Above and Below.Step 1.16.1 - Earthwork QuantitiesDescription:Compute Materials Select Alignment Select Sample line group Click OKSelect Earth Cut and Fill for Quantity takeoff criteria Select <Click here to set all> for the EG surfaceSelect Existing Ground surfaceSelect <Click here to set all> for the DATUM surfaceSelect Subgrade surfaceSelect <Click here...> for the ROCK surface (may not apply)Select your Rock surface (may not apply)Click OKClick OK at error dialog (if it appears)Compute Materials againSelect Alignment Select Sample line group Click OKClick "Material List - (#)" under Material NameChange name to Cut and Fill EarthworkClick OKNote:The Compute Materials dialog won't display by default after any values are set. Each successive time Compute Materials is run, the Edit Materials List displays. Click Import another criteria button to select either the Earth Cut and Fill or Pavement Structure and set values.View Generating a Materials Report video (optional)Work in this Task Step will occur in the following drawing: ***_XS.dwg***Step 1.16.2 - Pavement Material QuantitiesDescription:Compute Materials Select alignment Select sample line group Click OKClick Import another criteria buttonSelect Pavement Structure for Quantity takeoff criteria and click OKSelect <Click here...> to set Material Name items (not necessary to set all) Click OKClick OK at error dialog (if it appears)From the Edit Material List dialog, click on a Material Name and input a desired name.Click "Material List - (#)" under Material NameChange name to Pavement MaterialClick OKNote:The Compute Materials dialog won't display by default after any values are set. Each successive time Compute Materials is run, the Edit Materials List displays. Click Import another criteria button to select either the Earth Cut and Fill or Pavement Structure and set values.View Generating Earthwork Quantity Reports video (optional)***_XS.dwg***Step 1.16.3 - Volume TablesDescription:Total Volume TableSelect a Table StyleSelect AlignmentSelect Sample line group Select appropriate Cut and Fill Material ListClick OKSelect a location for the volume tableSave the DrawingMaterial TableSelect a Table StyleSelect Alignment Select Sample line group Select the appropriate Pavement Material ListSelect MaterialClick OKSelect a location for the volume tableSave the DrawingView Generating Earthwork Quantity Reports video (optional)View Generating a Materials Report video (optional)***_XS.dwg***Step 1.16.4 - Volume ReportDescription:Volume ReportSelect Alignment Select Sample line group Select Material List Computed Select desired Style sheet (should match the volume report type calculated)Toggle OFF Display XML report Click OKCut and Fill Earthwork should use the earthwork style sheetPavement Material should use the Select Material style sheetView Generating Earthwork Quantity Reports video (optional)View Generating a Materials Report video (optional)***_XS.dwg***Task 1.17 - General Review of DesignDescription:Review the catchline, ROW, cover over culverts, clear zone obstacles, volumes and other items related to the design.Step 1.17.1 - Catchlines and ROW NeedsDescription:Review the corridor edge to the ROW lines. Construction Section suggests a minimum of 10' between the catch lines and ROW to allow space for tracked vehicles. Work in this Task Step will occur in the following drawings: ***_XS.dwg******_CM.dwg***Step 1.17.2 - Pipe CoverDescription:A rule of thumb is 12" minimum of cover over all storm drain and culvert pipes. See STD DWG D-04.21 for additional details.***_XS.dwg******_C.dwg***Step 1.17.3 - Utility LocationsDescription:Check utility locations (above and below ground) for potential conflicts.Check light pole locations. Typical light pole foundations are 3' diameter and 6' deep.Check vertical clearance under overhead lines.***_CM.dwg******_XS.dwg******_C.dwg***Step 1.17.4 - Clear ZoneDescription:Check for obstacles in the Clear Zone. Use AASHTO's RSAP to determine cost effective alternatives for clear zone conflicts and/or justification for non-removal/relocation.***_CM.dwg******_C.dwg***Step 1.17.5 - Check Earthwork VolumesDescription:Review VolumesClick Create a New Volume EntrySelect Existing Ground surface for the Base SurfaceSelect {Road} Subgrade surface for the Comparison Surface***_XS.dwg******_CM.dwg***Task 1.18 - Establish Special Controlling ObjectsDescription:Determine what is needed to refine the design based on the General Review or comments about the design.Create the additional items and incorporate them into the project design.Step 1.18.1 - Create Additional Assemblies (Optional)Description:Create new assemblies Copy an existing Assembly if most of its geometry is correct:Select Assembly (not the sub-assemblies)Pick a base pointPick a destination point (or points if multiple Assemblies are needed)Edit the Assembly Properties Select the new assemblyChange the Assembly Name Modify the sub-assembliesUse Sub Assembly Properties to modify sub-assemblies OR Delete unwanted sub-assemblies and Place new sub-assembliesNew assemblies may be needed for areas of widening, turnouts, special slope conditions, etc.Work in this Task Step will occur in the following drawing: ***_CM.dwg***Step 1.18.2 - Establish Other Alignment(s) (Optional)Description:Draw new alignment(s) as neededDefine Alignment from GraphicsSelect alignmentPress EnterPress Enter if alignment direction is correct OR type R and press Enter to reverse the direction.Input alignment name Input starting stationSelect alignment styleSelect label set Toggle other parameters as desired Click OKSave the DrawingView Creating Alignments from Objects video (optional)***_C.dwg***Step 1.18.3 - Create Offset Alignment (Optional)Description:Create Offset AlignmentSelect alignment to offset fromInput new alignment nameInput start and end stationsInput the number of offsets left and right (see note 3 below) Input offset distancesSelect desired style and label setClick Widening Criteria tab Set parameters as desired for additional widening through curvesClick OKNotes:1. An offset alignment is located by station and offset from another alignment. Since the offset alignment is linked to the other alignment, it will update if the other alignment is changed. 2. Use these type of alignments for bike paths, curbs, sidewalk, ditches, etc. that have a constant offset from a centerline or other alignment.3. If an offset alignment is not needed on a side, input 0 for the number of offsets.***_C.dwg***Step 1.18.4 - Create Widening Alignment (Optional)Description:Use the Widening Alignment to place a linked alignment by station and offset from the selected alignment with transitions into and out of the specified offset. Graphically select the Alignment to offset from:Input, or graphically select, the start station of the full widened offset. A 75' transition will be placed prior to this station.Repeat for the end station of the full widening.A 75' transition will be placed after this station.Input the full widening offset.Specify the side, L or R for left or right.The offset line will be created and the Parameters dialog will display.Change widening parameters for the offset, start, end station or region length as desired.Set the Transition Parameters In and Out as desired, such as the Type, Lengths, etc.***_C.dwg***Step 1.18.5 - Refine Offset or Widening Alignments (Optional)Description:Offset Alignment PropertiesThe Offset or Widening alignments will use the same alignment properties dialog to change the alignment name, style, etc. There will be an additional tab Offset ParametersChange the Nominal offset for the alignment as desired.Toggle the Lock for the start and end of the offset alignment to the parent on or off as desired.When a lock is toggled OFF, input the desired start or end station.Edit Alignment Offset ParameterSelect a widening Alignment from the Parent Alignment Name: droplist. (Or graphically select the widening alignment, right click and select Edit Offset Parameters).Input a nominal offset if the widening should start from a specific distance, such as 12 for pavement widening.Click the Add a Widening button to input areas where widening should occur. When there are multiple widening regions for an alignment, use the droplist to select the region to modify.Transition In and Transition OutSelect the Transition Type as desired. Input the other parameters that are specific to the selected type of transition. Widening RegionChange the Offset as desired.Adjust any two of the values for Start Station, End Station or Region Length. The Offset Alignment and Widening Alignment are the same type of alignments. The Widening Alignment has the initial setup that assume transitions at the start and end of the offset. Any Offset Alignment can have transitions added to the start or end of the offset.***_C.dwg***Step 1.18.6 - Create Special Profile(s) (Optional)Description:Create Profile by Layout. Select the Profile View created for the Alignment.In the Create Profile, Draw New dialog box, input a name for the special design profile.Select the Design - Other - NR styleSet the Profile Label Set appropriately.Click OKUse the Draw Tangents command (far left icon) to layout the design grade profile.The draw commands can be used with transparent commands to input specific Profile Station and Elevation for VPIs, or for tangents, the Profile Grade and Station or Profile Grade and Length.Edit the profile geometry to add vertical curves if needed.Use the Profile Grid View from the Profile Layout Tools to make edits to the VPI stations, elevations, grades, or vertical curve parameters.Save the Drawing***_C.dwg***Step 1.18.7 - Show Profiles or Alignments from Corridor (Optional)Description:Use the Corridor Profile tools to show a profile of any line along the corridor, such as pavement edge or ditch flow line.Graphically select the line along the corridor desired to show on the profile view. If there are multiple lines at the location selected, select from the list of each available line.For example, selecting at the pavement edge would have ETW, ETW_PAVE1, ETW_PAVE2, etc.These profiles can be used as guides to create other profiles, or can be modified and used as targets to control the design.There is a similar command, Corridor Alignment, to create an alignment from the corridor. This can also be modified and used as a target.***_CM.dwg***Task 1.19 - Modify Corridor ParametersDescription:Adjust the parameters of the Road Corridor to use any Special design object created.Step 1.19.1 - Add & Refine TargetsDescription:Corridor PropertiesClick Parameters tabClick <...> in the Target column for the Baseline or Region Find the sub-assembly target to modifyClick <None> or the listed control in the Object Name column Select new target (see below)Click OKTarget SelectionFor Alignments:Highlight the target alignment(s) in the listClick Add>>Click OKClick OKFor Feature lines, survey figures, or polylines:Click Select from the drawing buttonSelect feature line, survey figure, or polylineClick OKClick OKFor ProfilesSelect alignment the profile is related to,Select profileClick Add>>Click OKClick OKSave the drawingWork in this Task Step will occur in the following drawing: ***_CM.dwg***Step 1.19.2 - Update FrequenciesDescription:Corridor Properties Click Parameters tabClick Set All Frequencies button, OR the <...> icon in the Frequency column for the Baseline or RegionAdjust values as needed (see note below)Click OKClick OKNote:It may be necessary to decrease distances for placement of an assembly when special targets are used. Where targets are set, set the option to Apply the assembly at Target Geometry points to YES.Unique locations can be added by clicking the + icon. Select OR type in a station to apply the assembly.Save the drawing***_CM.dwg***Task 1.20 - P&P Sheet CreationDescription:Create the design P&P sheets.Add or refine the labels placed on the sheets. Step 1.20.1 - Start New Project DrawingDescription:Start a New DrawingSelect template: _Alaska DOT 2016 C3D{date}-NR.dwt Save the drawing to the project "Plots" folder with the name: {Project #}_P&P. Example: {Working Folder}\{Project Folder}\6 Design\2 C3D\1 Plots\65120_P&P.dwg H:\Projects\Alaska_Hwy\65120\6 Design\2 C3D\1 Plots\65120_P&P.dwgWork in this Task Step will occur in the following drawing: ***_P&P.dwg***Step 1.20.2 - Set Drawing ScaleDescription:Set the drawing scale:1" = 100' for Rural Highways1" = 50' for Suburban Roads and Streets1" = 20' for Urban (curb and gutter)Note:The above scales are recommendations. The scale is dynamic, so if changed all annotation will update!Setting the Coordinate System (NOT ALL PROJECTS ARE ON A SPECIFIC COORDINATE SYSTEM!!! MANY PROJECTS ARE ON A LOCAL "PROJECT" COORDINATE SYSTEM. In Northern Region, this is true for older projects and the Zone Categories: should be left at the template default of No Datum, No Projection. Newer surveys may be on a Low Distortion Projection (LDP) coordinate system) Click the Settings tab in the Toolspace. Right click on the project drawing just saved and select Edit Drawing Settings.In the Units and Zones tab, verify the Drawing Units are Feet, US Survey Foot.Select the Zone and Coordinate System for the project.If the project is on a Low Distortion Projection (LDP) coordinate system, set it as follows:To select a LDP coordinate system, in the Zone Categories drop down, scroll down to the bottom and select Auto-Registered. Under Available coordinate systems: Select the appropriate LDP(The Survey "Transfer Record" will list the LDP for the project. If the LDP is not loaded on your computer, load it by opening a drawing with the appropriate LDP and it will automatically load to your computer. Contact Locations to obtain the drawing with the LDP for the project.)Click OK.Save the Drawing***_P&P.dwg***Step 1.20.3 - Create Data Shortcut ReferencesDescription:Verify the Data Shortcuts Project Folder is set correctly. If not, use Set Shortcuts Folder to select the project. Save the drawing before creating the data shortcutsReference Data ShortcutsNote: Items brought in with Data Shortcuts can be labeled as needed on the P&P sheets. The Data Shortcuts required are as follows:SurfacesExpand Data Shortcuts in the Prospector tabExpand SurfacesRight-click the EG SurfaceSelect Create ReferenceSet Style as desiredClick OKAlignmentsExpand AlignmentsRight-click the "L" alignment (or other alignment)Select Create ReferenceVerify alignment Name, or Input L#. Example: L2 Input a Description (optional) Select Design Centerline - NR styleSelect a label setUse Station@500_Tick@100-NR for 1"=100' and 1"=50' scale projects. Use Station@100_Tick@50-NR for 1"=20' scale projects.Click OKDesign ProfilesExpand AlignmentsExpand ProfilesRight-click the design profile. Example: FG-O1Select Create ReferenceVerify profile Name Input a Description (optional) Select Design Centerline - NR styleSelect Profile Data (Hwy)-NR label setClick OKROW Alignments (if available)Expand AlignmentsRight-click the ROWR alignmentSelect Create ReferenceSelect Other Road Alignment - NR alignment styleSelect label set <None>Click OKRepeat for the ROWL alignmentCulverts (if available)Expand Pipe NetworksRight-click New CulvertsSelect Create ReferenceSelect the Part List as desiredClick OKRepeat for the Existing Culverts and Replaced CulvertsRefer to the Data Shortcuts - Publish Data cheat sheet if needed.Save the drawing***_P&P.dwg***Step 1.20.4 - Create Existing Ground ProfileDescription:Create Profile from SurfaceSelect the design alignmentHighlight the EG surfaceClick AddVerify Style Existing Ground Centerline - NR is shown in the Grid ViewClick OKSave the DrawingWork in this Task Step will occur in the following drawing: ***_P&P.dwg***Step 1.20.5 - Xref the _SV, _CM & _C DrawingsDescription:Xref the SV drawing (This tool creates and places the Xref on the C-ANNO-REFR-SV layer)Toggle OFF Specify On-Screen OptionsToggle the Overlay optionClick OKVerify graphics are correctFreeze unnecessary layers from the _SV drawingNote: Xrefs should be on the appropriate layer. If desired, change the layer of the _SV Xref to C-ANNO-REFR-SV layerRepeat to Xref the C drawing and Xref the CM drawingAttach an Xref of other drawings as desired.Save the DrawingNote: There is a Cheat Sheet on doing a clip of an xref. This will limit what is shown to eliminate graphics that are not needed outside the project location.***_P&P.dwg***Step 1.20.6 - Create P&P View FramesDescription:Create_View_Frames Select AlignmentToggle User specified station rangeInput a start station (see note below) SheetsToggle ON Plan and ProfileClick <...> icon Select _C3D Sheets{date}-NR templateSelect P&P - {scale} layout which matches drawing scaleClick OKView Frame GroupDefaults are setMatch LinesDefaults are setProfile ViewsSelect Profile view style Select Band set style Click Create View Frames buttonNote:Select a Start Station that's a multiple of: 10+00 for 1"=100'5+00 for 1"=50'1+00 for 1"=20'This will place Match Lines as at:3000' for a 1"=100' scale, thus match lines could be at 30+00, 60+00, 90+00, etc.1500' for a 1"=50' scale, thus match lines could be at 15+00, 30+00, 45+00, etc.600' for a 1"=20' scale, thus match lines could be at 6+00, 12+00, 18+00, etc.Work in this Task Step will occur in the following drawing: ***_P&P.dwg***Step 1.20.7 - Adjust View Frames (Optional)Description:Before creating P&P sheets:Visually review View Frame locations Adjust View Frames by:Clicking View Frame to enable gripsClicking and moving grips***_P&P.dwg***Step 1.20.8 - Create P&P SheetsDescription:Create P&P SheetsView Frame Group and LayoutsSelect View Frame Group Verify the Layout Creation is toggled All layouts in the current drawingVerify NARROW is selectedSheet Set Toggle Add to existing sheet set (If a sheet set has not been created for the project, before completing this step see the note below.)Click <...> icon Select the sheet set in the project folderSet Sheet files storage location to 1 Plots folder of the project 2 C3D drawing directoryAccept the default Sheet file nameProfile Views Toggle Choose settings Click Profile View Wizard...Toggle OFF Split Profiles (will be addressed later)Profile Display OptionsScroll right Verify Labels for Existing Ground profile is _No LabelsVerify Labels for FG profile is Profile Data (Hwy)-NR or as desiredData BandsFind the band that begins Sta-Elev Scroll rightSet Profile 1 as {FG} Verify Profile 2 is Existing Ground Click FinishVerify Align profile and plan view is CENTER If done correctly, the Data References will be grayed out.The sheet set manager will display showing the P&P sheets. Double click a sheet to view.Note:If a sheet set has not been created yet for the project, copy the sheet set template AK DOT C3D.dst from the Templates\Plan Production directory into the project Plots directory. ***_P&P.dwg***Step 1.20.9 - View Sheets - Edit Profile Stationing Labels or ElevationsDescription:Open a P&P SheetVerify profile graphics don't go off the top or bottom of the viewframeVerify labels are correct (no overlapping text, not out of view, etc.)Repeat for each sheetProfile View PropertiesDouble-click profile (enter Model Space)Click the stationing/elevation text (bottom of profile)Right-clickSelect Profile View Properties... Bands tab (edit stationing labels)Toggle OFF Match major/minor increments to vertical grid intervalsVerify the Sta-Elev... band style in the grid viewChange band style as desiredClick OKElevations tab (edit elevations)Toggle User specified heightInput minimum elevation Input maximum elevation (see note 2 below)Click OKRegen to update profileNotes:1. The default stationing labels are set by the band set for:100 and 50 scale at 500' and 100'20 scale at 100' and 20'These can be changed if desired. 2. The maximum elevation must be:90' greater than the minimum for 100-scale45' greater than the minimum for 50-scale18' greater than the minimum for 20-scaleThe text will automatically update.***P&P sheets dwg***Step 1.20.10 - Split Profile View (Optional)Description:Open a P&P SheetOpen Profile View Properties Elevations tabToggle ON Split profile viewToggle ManualAdding SplitsClick Add new split station (+ icon)Input station valueInput elevationRepeat as needed for additional splitsEditting SplitsSelect appropriate Profile View Style (see note 2 below)Change Split Station (optional)Change Adjusted Datum (optional)Click OKRegen to update profileSave the DrawingNotes:1. Splitting profile views may take trial and error to get desired results.2. Choose the Profile View Style based on the:drawing scaletype of split (Left, Middle, Right)Use Middle for views between Left and Right.***P&P sheets dwg***Step 1.20.11 - Modify Last Plan & Profile Sheet ViewsDescription:Open last P&P sheetOpen Profile View Properties Stations tabAdjust End station as follows:Add 30+00 for 100 scaleAdd 15+00 for 50 scaleAdd 6+00 for 20 scaleClick OKAdjust Profile Viewport (see note 1 below)Switch back to Paper SpaceDraw a Vertical Construction Line along the left edge of the datum elevation linesDraw a Horizontal Temporary Line from the top left corner of the profile viewport to the vertical const. line Delete the vertical const. lineClick profile viewport Drag top left grip to the right end of the temp. lineMove commandSelect the profile viewport (if not already selected)Click the right end of the temp. line for the Base PointClick the left end of the temporary line for the Destination PointClick the profile viewportDrag the bottom right grip to the bottom right sheet cornerAdjust Plan View (see note 2 below)Click the plan viewportDrag the bottom left grip to the right end of the temp. line Move commandSelect the plan viewport (if not already selected)Click the right end of the temp. line for the Base PointClick the left end of the temp. line for the Destination PointAdjust the remaining corners of the viewportOptional Plan AdjustmentMeasure the temp. line lengthClick the plan viewportRight clickSelect Display LockedClick NoDouble click the plan (enter Model Space)PAN (DO NOT ZOOM) to align the plan with the profile view Use the temp. line length multiplied by the scale to determine the pan distanceLock the viewport when doneNotes:1. After adjusting the profile view end station, the viewport doesn't pan left and requires manually adjusting. 2. If the view frame for last sheet was not adjusted prior to creating the P&P sheets, the plan viewport will need to be manually adjusted. The same temp. line used for the profile viewport adjustment can be used to adjust the plan viewport.***P&P sheets dwg***Step 1.20.12 - Add Labels to P&P SheetsDescription:Alignments, profiles, and culverts selected when the sheets were created will be referenced in the P&P drawing via Data ShortcutsEnter model space to add labels as desired (Tangent and Curve labels)See Annotation Cheatsheets for additional information.***P&P sheets dwg***Step 1.20.13 - Add Culverts to Profile ViewDescription:Open a P&P sheetClick "Model" tab to enter Model SpaceAdd Network Parts to Profile ViewSelect a culvert (See notes 1 & 3 below)Press EnterSelect a profile viewRepeat for each profile viewAdjust Culvert Display (See note 2 below)Pipe PropertiesSelect culvert in profile viewSelect "Edit Current Selection" from the Style drop-down boxClick Display TabChange View Direction to "Profile"Toggle OFF Visibility for all Component TypesToggle ON Visibility for "Crossing Pipe Outside Wall"Click OKClick OKNotes:1. You do not need to select each culvert in a profile view, only each network.2. Culverts shown in the profile view may initially display as square or rectangle. Their display can be changed to a circle or oval.3. If you get an error message when selecting a culvert, check to make sure there's a pipe network in the drawing.***P&P sheets dwg***Task 1.21 - Detail & Summary SheetsDescription:Create Detail Sheets and Summaries using the following templates located in the H:\CAD\MTR\C3d\Templates\Plan Production directory:Title Sheet template (_ACAD_Hwy_Title.dwt)Detail Sheet template (_C3D HwyGen.dwt)Legend Sheet template (_ACAD_ HWY_Legend{date}-NR.dwt)The Legend Sheet should be used as a reference to ensure symbols are placed on the correct layer with the appropriate block. There is also README information on this sheet.The Highways Sheet Set Template is located in H:\CAD\MTR\C3d\Templates\Plan Production.Task 1.22 - Edit SectionsDescription:When a minor change needs to be made on a specific section of a corridor model, view the corridor model sections and adjust the parameters or graphics as necessary. This should be done when only a few locations should be adjusted and it is not feasible or desired to do the adjustment with special controlling objects.Step 1.22.1 - Review SectionsDescription:View SectionsSelect corridorUse Go to Next Station and Go to Previous Station buttonsOpen Parameter Editor to review/change values as desired (optional)Use other tools to add points and links to the section (optional)Work in this Task Step will occur in the following drawing: ***_XS.dwg***Task 1.23 - Planset ReviewDescription:Produce the overall planset for and Engineers review.Step 1.23.1 - Project Engineer ReviewDescription:Task 1.24 - Design Alternative CreationDescription:Task 1.25 - Design Study ReportDescription:Step 1.25.1 - Check Current DSR Format GuidanceDescription:See the Northern Region Design Directives for guidance.Step 1.25.2 - Prepare DSRDescription:Check Design Study Report Directory for DSR template.Check the Design Criteria Directory for Design Criteria template.Step 1.25.3 - Revise DSRDescription:If revisions to an approved DSR are necessary, prepare a memo using the template in the Design Study Report Directory.Task 1.26 - Plans-in-Hand ReviewDescription:Step 1.26.1 - Prepare PIH Review PackageDescription:Prepare the transmittal memo using the template in the Contracts Forms DirectoryHere are links to the:Typing InstructionsHighways Specification DirectoryAviation Specification DirectoryNote: On a majority of projects, PIH Review is combined with PS&E Review.Step 1.26.2 - Review CommentsDescription:Review comments on Design Review websiteResolve comments as needed Note:Formal resolution of comments is not required for PIHTask 1.27 - PS&E ReviewDescription:Step 1.27.1 - Prepare PS&E Review PackageDescription:Prepare the transmittal memo using the template in the Contracts Forms Directory.Here are links to the:Typing InstructionsHighways Specification DirectoryAviation Specification DirectoryStep 1.27.2 - Review CommentsDescription:Review comments on Project Review websiteResolve all comments Task 1.28 - Final PS&EDescription:Step 1.28.1 - Review CommentsDescription:Review comments on the Project Review website.Verify all PS&E Review comments have been resolvedVerify necessary design changes have been madeStep 1.28.2 - Prepare Final PS&E Review PackageDescription:Prepare the transmittal memo using the template in the Contracts Forms Directory.Here are links to the:Typing InstructionsHighways Specification DirectoryAviation Specification DirectoryStep 1.28.3 - Prepare Revised Final PS&E Package (if necessary)Description:Prepare the transmittal memo using the template in the Contracts Forms Directory.Task 1.29 - Advertise ProjectDescription: ................
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