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ASAD_Training_Manual.. - Hiteshew Engineering Systems

1. C Max Velocity ft s fioo Maximum HGL Slope 030 Variable HGL Slope Compute Verify Node amp Reach Data Print Close Figure 54 3 Compute the Maximum HGL Slope using the below process LO 199 OUTFALL S 199A 694 30 100 694 30 80 00 Or MANHOLE CO MES TAILWATER 9 75 TOP EL 11 20 EE 6 Run 52 5 C 6 B AREA 1 0 41 oe AREA 2 0 18 Farthest Inlet from Outfall Outfall Tailwater Elevation 9 75 Inlet Elevation 11 88 692450 52 5 C 5 B AREA 1 0 25 9 3 692450 452 5 53 C 5 8 m AREA 2 0 20 AREA 1 0 28 AREA 2 0 09 9 2 5 631100 52 5 C 5 8 D AREA 1 0 31 gt AREA AREA c3 AREA 2 0 14 Total Distance 600ft Figure 55 Farthest Inlet from Outfall Inlet Elevation 11 88 Less 1 00 of freeboard 1 00 Maximum HGL Elevation Allowed at Farthest Inlet 10 88 Less Tailwater Elevation 9 75 Vertical Loss Available Lv 1 13 Divided by Total Distance D 600 00 Maximum Desired HGL Slope ft ft 0 00188 or Maximum HGL Slope 0 188 4 Click Compute to calculate pipe sizes Automated Storm Sewer Analysis and Design Version 3 x x ASAD Training Manual Page 34 3 2 Compute Flow Line invert Elevations 1 Use pulldown Compute Reports gt Step 3 Set Flow Lines 2 Select 2 5 ft s as the
2. Tangent Tangent Figure 65 3 8 Divide amp Combine Storm Sewer Systems 1 Open window using pulldown Edit gt Divide Combine Systems w Divide Combine System s X Divide Combine System s X Current System New System SYSTEMI Add New From System Combine to System SYSTEMI SYSTEMI gt gt Move gt gt Combine Divide Close Figure 66 Figure 67 Automated Storm Sewer Analysis and Design Version 3 x x ASAD Training Manual Page 40 SECTION C PLANS PREPARATION OTS MODULES 4 amp 5 4 1 CAD Window Layout 1 Open a CAD file using pulldown File gt Open Drawing 2 Browse and select C Program Files ASADv3 DRAINSS DGN 3 Use pulldown CAD gt View gt Fit Current System to set the CAD window position to location of the storm sewer system at 7_08 22 ASAD _2 DF 4 Default ice Nie foal e x 8570750950 hh 396 60 sA eje i y 1185795 2349 w 676 74 Figure 68 View Controls The ASAD CAD view controls behave much like the view controls of most all CAD packages in use today The view controls are located in two different parts of the screen The first is the floating dockable toolbar see figure 69 The second set of view controls is at the bottom of the CAD drawing window see figure 70 E Fe J0 59 LSNOJ Automated Storm Sewer Analysis and Design Version 3 x x AS
3. Minimum Velocity 3 Click on Match Flow Lines 4 Click on Compute to set invert elevations for all pipes in the current system Pipe slope Varies based on pipe size Minimum veloctiy Fixed slope for all pipes Match Flow Lines Crown Lines X Except for pipes with a diameter less than 20 in Round flow line elevations to fe decimal places Close Compute Print Figure 56 Inlet Elevation Node Edit window DENEN Flow Line Invert Elevation Inlet Elevation Minimum Cover TRETEN Thickness Height Minimum Cover N Edit Structure Definitions Other tab Thickness Edit Pipe Definitions b 1 SSS Height Edit gt Pipe Definitions Automated Storm Sewer Analysis and Design Version 3 x x ASAD Training Manual Page 35 3 3 Compute Hydraulics Storm Tabs 1 Use pulldown Compute Reports gt Step 4 Compute Print FDOT Storm Tabs 2 Select FDOT Setup No Minor Losses or Setup Include Minor Losses 3 Click Verify Data to check data validity see figure 58 4 Select the storm event Frequency not shown in figure 57 5 Set the print order by clicking on the Print Order button see figure 59 6 Click Compute to calculate storm tab data 7 Click FDOT Tabs to view print storm tab report 8 Review results graphically using the Profile tab see figure 60 Compute i Setup Include Minor Losses
4. Structure button the structure will draw on the CAD window 6 Click paragraph and move the cursor over the CAD window and left click mouse the place the paragraph 7 Click Oval The oval with node number will be drawn onto the CAD window directly above the paragraph Draw Drainage Structures i Select Mode Single Structure DP Exact or Relative 694 30 691 00 5 691 00 5 692 50 Ns 6924 50 i 694 30 0 bmPEJUSZ 325 3 Previous Current Next BS Draw Start Point DPExact V 858569 348344594x DP Relative 1185807 45337475y XSCell Offset in Elevation on Use previous data when avaliable Paragraph Oval Station Text Pipes Intersecting this XSection Close Figure 86 Previous Current and Next buttons These buttons are used to move up and down though the node list DP Exact button Select the exact datapoint in the CAD window where you want the drainage structure to begin drawing DP Relative button Select a point in the CAD window that equates to the Offset and Elevation as entered below Typically this point is at the intersection of the vertical and horizontal lines of the GEOPAK cross section cell as pointed to by the arrow in figure 87 Automated Storm Sewer Analysis and Design Version 3 x x ASAD Training Labs Page 56 S MSv8 2D F PROJECTS FDOT D4 FT_LAUDERDALE 2006 09 b ES e sl e 227
5. Automated Storm Sewer Analysis and Design Version 3 x x ASAD Training Manual Page 27 2 9 Create Nodes amp Reaches 1 Use Edit Node Reach Automatic Creation to open the Automatic Node creation window 2 Select the Node and Reach settings for the nodes and reaches to be created 3 Enter the beginning number and the total number of nodes reaches to create 4 Click Add Nodes amp Reaches to execute the process 199 OUTFALL 694 30 106 MES TAILWATER 9 75 Node Reach Automatic Creation Quick Input Mode Add New Nodes and Reaches to System SYSTEMI Node Type Structure v Top Status Proposed Bottom Status Proposed Reach X Add Reaches Type Solid Pipe Status Proposed Geometry Baseline Structure Name Profile Name Cross Slope Initial Tc min Junct Loss Coeff MAINUNE gt Pipe Default Pipe harce Pipe Name Lock i Pipe Length Lock w Locks Station Inlet Top Elev qu Junct Loss Coeff g Area 1 rz Area 2 rz Area3 ie New Reach R New Node Prefix S Begin Total fi fe 1994 694 30 80 00 MANHOLE TOP EL 11 20 5 694100 C 6 8 Begin Total fe Cancel Figure 41 2 5 Low Point 694 30 4 4 632450 52 5 CI 5 8 AREA 1 0 25 AREA 2 0 20 D 3 691110 405 00 DITCH NODE DITCH EL 12 60 AREA 3 0 51 D 2 T 631100 505 00
6. FEE Report Node amp Reach Status Print Oidar x Existing x Future 1 x Future 3 x Proposed x Future 2 x Future 4 Storm Tabs Exfiltration FDOT Tabs Deep Well x Do NOT Allow Total Flow Q to be Negative Ditches French Drain 11213 Time of Concentration V Compute Hydraulics Oo x s Computed Time of Concentration Tc C Fixed Time of Concentration Tc fi 0 minutes English x Min Velocity for Computing Travel Time downstream Tc s 00 C Matric Minor Losses Include Exit Loss at Outfall Include Junction Losses Pipe Lengths Use centerto center length for hydraulics uL alae Use quantity lengths for hydraulics 2 50 Backwater HGL Computation For Non Partial Flow Adjust HGL Up to Pipe Crown FDOT required HGL Elevation Totally Dependant on Downstream HGL Tolorences Max HGL Difference 01 25 d 01 001 0001 Max Number of Itterations 50 50 250 1k 5k 32k Figure 57 Current System SYSTEMI Verification Complete Figure 58 Compute Reports gt Step 4 Print Order button Automated Storm Sewer Analysis and Design Version 3 x x ASAD Training Manual Page 36 Storm Tab Print Order 691 10 881 00 891 50 691 50 691 00 00 691 00 00 692 50 00 692 50 00 694 30 00 694 30 00 168430 Figure 59 V Compute Hydraulics lolx rem Compute Refresh Reports Print Order Storm Tabs FDOT T
7. 58 1456743 218263 030685 0 04897 00 136829 293192 000385 0 02241 5 2 1289666 355805 021227 0 00619 p 9f8s 1269696 1203 049561 0 06173 3 0 01794 0 02995 0 07724 i 31014 i 435386 anainn 1 Figure 34 2 Open the Storm Time Intensity Tables user defined using Edit gt Storm Time Intensity Tables user defined 3 Click on the Add button to create a user defined time intensity table 4 Enter the Time in minutes and the Intensity inches per hour the table TIME INTENSITY EDIT x Add Delete Print Close Location MIAMI v Frequen 3 5 25 1400 IER ES isi is II E 15 00 pa ies Lx m TIME INTENSITY EDIT x Add Print Close Location ww Frequen D H Create New Time Intensity Table Jalx 20 char Location MIAMI 20 char Frequency f9 Create Cancel Figure 35 Figure 36 Automated Storm Sewer Analysis and Design Version 3 x x ASAD Training Manual Page 25 2 4 Outfall Definition amp Storm Event 1 199A 834130 100 694130 80 00 MANHOLE MES TAILWATERs 9 75 TOP EL 11 20 Low Point 694 30 6 634100 52 5 CI 6 8 AREA 1 0 41 AREA 2 7 0 18 4 632450 52 5 691450 190 00 SHEA 1 0 25 OI HO 405 00 1 72D f E AREA 2 0 20 AREA 3 0 35 DITCH N fa E ODE DITCH EL 12 60 M
8. BITCH NODE BITCH EL 12 40 AREA 3 0 67 690 00 Figure 42 Automated Storm Sewer Analysis and Design Version 3 x x ASAD Training Manual 2 6 Edit Nodes 1 Use Edit gt Nodes to open the Node Edit window 2 Click on a node in the listed 3 Enter Station Offset and Areas into each node See figure 42 for this data Page 28 4 Clicking on another node in the list automatically writes the previous nodes data to the database Clicking on the Update button will also write the data i Node Edit kd Add Update Delete Close Node Type Structure v Location Other PTs Baseline CLSR5 Station m Options Locate P Reach Sync Profile Cross Slope PPGLLT MAINLINE Structure Jeep Yel Structure c 5 5 Active Top Status Proposed Bottom Status Proposed x Auto Rotate Mirror Rotate Angle Inlet Top Elev Min HGL Elev Junc Loss Coeff x Include this Node in Spread Calcs Include Areas X Area 1 All On X Area AI Off x Area 3 Location On Grade C In Sag Bypass Flow 305 Continues to Node 37105 bg Notes amp Remarks on Storm Tabs 50 char Figure 45 Automated Storm Sewer Analysis and Design Area Lock C Lock CA Lock UnLock Total 1 1343 Initial Te min fiol _Wksht BaseFlow f0 x Node Acts as a Drainage Boundary Notes amp Remarks on Storm Tabs 50 char Figure 44 Elevation Discharge ft cts xe
9. compute the size of the text headers details sub totals and totals as well as row heights and column widths w SDS Sheet Dimensioning Tool r Input Results c2 co Bc MaxHeight RowHeight TextHeight Text Width Header 1 7 6800 4 5080 3 4550 Header 2 7 6800 4 6080 3 4560 Header 3 7 6800 4 6080 3 4560 Header 4 5 7600 3 4560 2 5920 Head Row 1 n3 TELL x car Head Row 2 Head Row 3 Head Row 4 Detail Sub Total Row Ore oes Bos e ose ae Sub Total 5 7600 Grand Total 5 7600 Grand Total Row of Main Body Rows Default Column Width 23 1000 TH of Row HT M TW of TH x Automatically set column width for indentifer columns Text Justification CenterCenter i p00 EGIT Sheet Spacing ZU Column Reserve Cancel Sheet Width Figure 98 SDS Sheet Dimensioning Tool window The Summary of Drainage Structure SDS sheets are usually drawn into CAD to fit inside a border The task of computing line spacing font sizes and columns widths to fit into a border can be quite time consuming The SDS Sheet Dimensioning Tool see figure 5 55 window was created to automate this process Enter in the fields below and let ASAD do the number crunching Max Height The maximum height from the top left corner of the draw able portion of the border to the lower left corner Head Rows 1 4 The percentage of the MaxHeight allocated for the four rows of column
10. 000000 D 000000 j T2451 150000 15141110000 800 000000 D 000000 3 14741 100000 10454451500 D 000000 D 000000 _ j 4 18541410000 10451450000 D 000000 D 000000 Figure 17 Enter Baseline by Importing 1 Use the File gt Import gt Geometry from GEOPAK Input Text File pulldown to import baseline data from an ASCII text file Fei ASAD K PROJECTS __OTS ASAD ots mdb lt english gt File Project Edit CAD Compute Reports Tools Window Help New Project MDB Open Project MDB 1 K PROJECTS __OTS ASAD OTS MDB 2 K PROJECTS HNTB TAMPA 2007 09 26 BBD3 MDB 3 K PROJECTS FDOT D4 FT_LAUDERDALE 2007 09 24 ASAD3 2286281 AS OF 0906 MDB 4 K PROJECTS __OTS ASAD OTS MDB Rebuild Project Database Open Drawing 1 CATESTVSIS WIDELINE WL2102 DIMENSIONAL VIEWS DXF 2 C TEST ISIS WIDELINE WL2102 DIMENSIONAL VIEWS DWG 3 K PROJECTS __OTS ASAD DRAINSS DGN 4 K PROJECTS __OTS ASAD DRSTRDO1 DGN Close Drawing Top Files Report Files Cell Libraries Level Name Library Import Geometry from GEOPAK Input Text File Export Node amp Reach Data from Delimited Text File Update Structures from Seed File All Data from ASAD Created Text File Figure 18 Automated Storm Sewer Analysis and Design Version 3 x x ASAD Training Manual Page 16 2 Select the GEOPAK Chains tab 3 Browse to select the file to be imported 4 Highlight the baseline s from the Selection listbox to be imp
11. 18 Inlet Pipe 18 663 29 Inlet Pipe 18 663 33 Manhole F 54 665 41 Manhole 54 668 06 Inlet Pipe 18 669 15 Inlet Pipe 18 50 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Figure 94 Clear Column Setup button Start creating a new SDS table by clearing the table and the column headers Column headers contain the column the column identifier lt Station gt P 1 18RCP etc and the column order number which is used to set the order in which the columns appear in the table This step gives you a clean slate to work with Automated Storm Sewer Analysis and Design Version 3 x x ASAD Training Labs Page 63 s Summary of Drainage Structures Scan Database and Build SDS Table m Include Columns Decimal Places fo v Preferred The Scan amp Build Sort Re Scan x Quantity P F x Pipe Length io routine rebuilds the table with the columns X Structure Number A Na of Berrels Use Double Quotes for Inches order based on Columns Order Number X Station Pipe Length Quantity Hydraulic Scan amp Build gt Sort gt Re Scan M x Side offset v Column Headers from Stucture amp Pipe Definitions The Scan amp Build routine builds the table using Index Number the existing column order New columns are d appended to the end ofthe table x Description Scan amp Build Only x Pipe Size Figure 95
12. Definitions Add Delete Print Clase Dimensions Units Feet Height 15 Width 15 ALBA 1 767146 Thickness 1875 Description fia CMP Manning s N Quantities Column Identifier Column Order 18 CMP 35018 SOS Header 1 STORM SEWER PIPE SDS Header CMP SDS Header 3 ROUND SDS Header 4 fia Figure 33 Automated Storm Sewer Analysis and Design 024 Group 35 E Cost per Unit 42 Page 23 Version 3 x x ASAD Training Manual Page 24 2 3 Rainfall Intensity Tables 1 Open the IDF Rainfall Intensity Table using pulldown Edit gt IDF Coefficients tor coerrrcrenreor liy P Location Frequency A B C D 2 j25 28104 1 40033 043207 0 0560 1 1089437 183103 019244 0 03537 2 5 1085901 150267 027902 0 04121 2 1 50 14170899 15675 04731 0 06168 Bo o 09 0 151866 125713 041757 0 0543 152 Jf8b66 278202 002345 0 02058 3 1 925 1130909 030052 070475 0 07704 Bo 3 gqn436 201001 018 0 0355 3 10 05 1142451 165788 02907 0 04438 3 50 216856 012834 082217 0 08822 pia 920 1254008 213586 02044 0 03866 92 JI275884 355763 021171 0 00678 4 1 1 9 925 1276532 1 45996 0 42819 0 05666 4 9 J236825 282718 00082 0 02248 4 1 95 8145 218321 014397 0 03283 4 1
13. Scan amp Build gt Sort gt Re Scan button This button has a long title but it deserves it it does a lot of work First it scans all nodes and reaches in every system and builds the SDS table Next it sorts the column headers based on their Column Order Number see sections 3 6 5 and 3 7 for more on column data as defined in the Structure and Pipe definitions respectively Finally it scans the node and reach data again and places the data into the correct columns All of this with a push of a button Scan amp Build Only button This button is similar to the above button except it assumes that you have the columns already in order It scans the data and places it into the appropriate column without any sorting Include Columns checkboxes This section determines which of the Standard FDOT columns should be included in the SDS table Decimal Places dropdown list Sets the number of decimal places the quantities will be rounded to Use Double Quotes for Inches checkbox Turns on or off the option of displaying double quotes after the pipe size value in the Pipe Size column The double quote indicates the measurement is in inches Pipe Length option This option selects the source of the pipe length quantities Select Quantity or Hydraulic center to center length Column Headers from Structure amp Pipe Definitions checkbox This option tells ASAD to get the column headers and column order number fro
14. Select the cell library to draw from DP Grid button Datapoint on the screen to set the top left corner of the first grid Width amp Height Height and width of each grid Columns amp Rows The number of columns and rows in each grid Next Grid Distance The distance from the bottom left corner of one grid to the top left corner of the next grid Levels Grid Cell and Origin Pointer dropdown boxes Select the levels to draw to Scale Select the scale of the cells to be drawn Angle Set the angle of the cells to be drawn Mirror Mirror flip the cells either about the x axis Mirror Horizontal or about the y axis Mirror Vertical or no mirroring Automated Storm Sewer Analysis and Design Version 3 x x ASAD Training Manual Page 46 InltCurb4_ 35 InltCurb4_ 44 4 El Detaut o x 8581544625 h 98 E Wee y 1185918 3128 we 12 Figure 7 5 Automated Storm Sewer Analysis and Design Version 3 x x ASAD Training Manual Page 47 4 5 Drawing in Plan View To draw the storm sewer 1 Open window using pulldown CAD gt Storm Sewer gt Draw Plan View 2 Click on slider until the text box shows FDOT Plan View at 40 Scale as seen in figure 76 Draw Plan iew FOOT Plan View at 40 Scale Ma Sw Figure 76 3 Click Draw To draw the cross section pattern lines 1 Open window using CAD Storm Sewer gt Draw Plan View 2 Click on slider
15. Step 2 tab click Scan amp Build Sort Re Scan figure 95 4 On Step 3 tab click Reset Levels figure 96 5 On Step 4 tab click Worksheet figure 97 and click Apply on the SDS Sheet Dimensioning Tool figure 98 6 On Step 5 tab click DP and left click mouse on the CAD window The x amp y coordinate will be displayed figure 99 7 Click Draw V Summary of Drainage Structures Include Columns Clear Column Setup Decimal Places fo x Quantity P F x Pipe Length iz This step clears out all previous column setup v Use Double Quotes for Inches data This allows for a fresh new Scan and x Structure Number fx No of Barrels Build ofthe data table below X Station Pipe Length Quantity Hydraulic x Side offset v Column Headers from Stucture amp Pipe Definitions M Index Number x Description Clear Column Setup x Pipe Size lt lt Shift Column Shift Column gt gt Shift Header Only g 0 Y Check for Zero Column Totals lt Station gt lt Offset gt Type Pipe Size Pipe Length Barrels PAF P 5 gt 10 35 40 1020180 1020185 1020200 B50 87 LT Inlet Pipe 24 B50 90 ET Manhole F 42 b50 87 Inlet Pipe 24 653 90 Manhole F 42 656 81 Inlet Pipe 18 656 81 Inlet Pipe 24 656 94 Manhole F 48 658 31 Inlet Pipe 18 658 51 Manhole F 48 660 87 Inlet Pipe 18 BB1 40 Manhole F 48 663
16. The scale used when the Cell is drawn determine Nodes Structures checkbox This option Note The fields Use Specific Level are inactive in this version Setting the text labeling at the outfall node Tx OutFl sub tab Tx OutFl Tx Node All Ori All rt Dist from Made A Y Node Name w7 Oval j7 7 Oval Width 34 Height 7 Node Name na Oval lo o HGL to Inlet El Clear fo lo X User Defined 4 12 Esta te nff D bl click text field to add variables Decimal Places 2 Figure 80 Node Name w Oval checkbox This option places the node name inside an oval Oval Width and Height Sets the width and height of the oval Node Name no Oval checkbox Places the node without an oval HGL to Inlet El Clear checkbox Places the distance from the hydraulic grade line HGL to the inlet top elevation This is useful when reviewing HGL clearances User Defined The user may define up to 6 lines of labels to be placed adjacent to the outfall node Double clicking on any textbox will invoke the User Define Text Variable window see figure 81 X and Y for all labels To prevent the text from being on top of the node define the distance in the X and Y directions from the node s North and East coordinates Decimal Places Sets the default number of decimal places for the outfall labels This setting may be overridden when using User Defined labels Automated
17. a AREA 3 0 51 5 24 691450 110 00 Da 0 2 a x ior 691400 52 5 ARE a C 5 8 DITCH EL 12 40 AREA 1 2 0 31 AREA 3 0 67 AREA 2 0 14 690 00 Figure 37 1 Use pulldown Edit gt SS System Outfall and Header Details to open the window 2 Enter information about the Outfall Node and Tailwater conditions figure 38 3 Select the Storm Event IDF curves or User Defined and the default runoff coefficients figure 39 x SS System Outfall amp Header Details x EC Bep m Structure Storm Event Number 5 199 Structure Name MESC2 18 Type Structure Top Status Proposed Baseline CLSR5 Bottom Status Proposed Station 694 30 x Auto Rotate Mirror IDF Coefficients FDOT C Time Intensity Tables user defined Zone Frequen 3 3 Runoff Coefficients Offset 108 Rotate Angle o Inlet Top EI o Tailwater Weir EI 9 75 North Coord y 0 0000 East Coord x 0 0000 Exit Loss Coeff o Area 1 35 Area 2 25 Area 3 50 Figure 38 Figure 39 Automated Storm Sewer Analysis and Design Version 3 x x ASAD Training Manual Page 26 4 Enter the Designed By and Checked By information in the Designer tab figure 40 s SS System Outfall amp Header Details E xi Outfall Designer Designed By Tim Hiteshew 20 char Checked By Tim Hiteshew 20 char Figure 40
18. abs ott ots Dimensions are Needed C Structure Top amp Bottom are the Same Width Top is Drawn by Top Definition 2 CONST INLET TYPE J 1 No Riser No Top Slab 3 INDEX NO 210 Structure Top amp Bottom have Different Widths Top is Drawn by Top Definition Riser Matches Top and has a Top Slab 4 INLET EL d2 iel r Riser Top Bottom 5 FL d1 fluca Shape Round C Square Rect Shape C Round Square Rect 6 FL d1 fluca 35 Length 35 width 6 Length 6 7 FL d1 fluca Wall Thickness 5 Wall Thickness 667 8 FL d1 fluca Top Slab Thickness 667 Top amp Bottom Slab Thickness 66 9 Riser Position Relative to the Bottom and Baseline 10 Defaults Curb Inlet Manhole DBI Baseline Baseline Baseline SS ee Copy pipe flow line text to four 4 empty Variables lines for ALL STRUCTURES only if the _ Variables first empty line is line 4 5 or 5 FL d1 fluca Copy Automated Storm Sewer Analysis and Design Version 3 x x ASAD Training Manual Page 21 Figure 28 Figure 29 7 ws 200 201 210 CURB INLETS 3 Figure 30 Figure 31 Automated Storm Sewer Analysis and Design Version 3 x x ASAD Training Manual Page 22 Figure 32 Automated Storm Sewer Analysis and Design Version 3 x x ASAD Training Manual 2 2 Pipe Definitions 1 Open the Pipe Definitions window using pulldown Edit gt Pipe
19. current file they can be overlaid into the current design file The elements in a reference file may be viewed measured and copied into the current design file but they cannot be moved or deleted Certain attributes of a reference file may be manipulated by using the Reference Files dialog see figure 71 This dialog contains three main parts attached file list the display control and the file attachment controls The attached file list contains a listing of attached files The display controls determine how the reference files are viewed Individual levels may be shown or hidden The Display check box determines whether the highlighted reference file is to be displayed or not Similarly the Reference Files On check box toggles all the attached reference files on and off The Attach Reference File section of the dialog is used to control the files attached as references Files are attached by selecting the file to be attached The filename must be entered into the FileName key in The filename can be selected from a dialog by using the FileAssist tool The designer may enter a logical name for the attached file This is required when the same file is attached multiple times A description may also be entered Once the necessary file information is entered the designer must push the Attach button to attach the file If the designer wishes to attach the reference file only until they close the Drawing Window o
20. draw The user may also click on the nodes to draw DP Grid Click or snap on the top left point of the first grid to be plotted Width and Height Define the height and width of each grid Columns and Rows Set the number of columns and rows in the grid In this case 12 4 columns x 3 rows structures will be drawn in each grid Each cell in the grid is 75 units wide width 300 4 columns and 66 67 units high height 200 3 rows Next Grid Distance When multiple grids are needed this value sets the distance between bottom of one grid and the top of the next In this case see figure 5 37 there are 40 nodes to be drawn Since each grid holds 12 structures it will take 4 grids to hold all of them Grid Level The grid is drawn on this level name Draw Grid checkbox The grid lines can be turned off Use this checkbox to turn on checked or off unchecked the grid lines Automated Storm Sewer Analysis and Design Version 3 x x ASAD Training Labs Page 62 5 1 Summary of Drainage Structures The Summary of Drainage Structure SDS window is used to tabulate the quantities of structures and pipes in the FDOT standard format As seen in figure 94 this screen employs a Step 1 Step 2 etc approach to computing and drawing exporting the summary of drainage structures data 1 Open window using pulldown Compute Reports gt Summary of Drainage Structures 2 On Step 1 tab click Clear Column Setup figure 94 3 On
21. labels the structures Automated Storm Sewer Analysis and Design Version 3 x x ASAD Training Labs Page 59 Mode Multiple Structures in Plan View This mode see figure 89 draws a cross sectional view of each node adjacent to node as drawn in plan view This provides the unique perspective of seeing both the plan view and cross section view in the same CAD window figure 90 1 Open window using pulldown CAD gt Storm Sewer gt Draw Drainage Structures 2 Select Mode Multiple Structures Plan Drawing 3 Select the nodes to draw 4 Click Draw Draw Drainage Structures Mode Multiple Structures Plan Drawing FS FAPROJECTSSFDOTXDA FT LAUDERDALE 2006 09 07 JDRAINAGE 694430 691 400 691 400 692450 694 30 0 694 30 7 INDEX INLET EL 11 34 Fi Geb I an can cn cn cn Location Draw the drainage structure s adjacent to structure in plan view Offset distance from Node ie plan view to Drainage te Structure Distance up station from x Node plan view to Drainage i Structure Figure 89 Figure 90 Select All or None buttons Use these buttons to select all or select none of the nodes to draw The user may also click on the nodes to draw Offset distance from Node This value determines how far offset wise from the nodes north and east coordinates the drainage structure cross section view is to be drawn Distance up station from This value determin
22. s 00000 0 0000 ZUM 7 ooo 0 0000 amp 0 0000 00000 5 ooo 0 0000 Clear All 4 0 0000 0 0000 3 0 0000 0 0000 Lowest 2 0 0000 0 0000 Elevation 1 noon0 0 0000 Notes amp Remarks on Storm Tabs 50 char Figure 46 Version 3 x x ASAD Training Manual 2 7 Edit Reaches 1 Use Edit gt Reaches to open the Reach Edit window 2 Review the From and To Node for each reach Page 29 3 Clicking on another reach in the list automatically writes the previous reachess data to the database Clicking on the Update button will also write the data See figure 42 for system layout LT x Add Update Delete Close Reach Type Solid Pipe Reach Name From 5 1994 From Crown Line 1 9 Flow Line 0 Flow Line C Crown Line Pipe Name th ence m fo of Barrels n th hd E fi Reach Status Proposed To Mode 5 199 v Crown Line 1 5 Flow Line 0 Flow Line C Crown Line Figure 48 0 2000 7A 0 Accept 2 8 Compute Storm Sewer Geometry north east coords reach lengths 1 Open this window using pulldown Compute Reports gt Step 1 S S Geometry amp Drainage Areas 2 Select options and click Compute to execute the process Options X Low Point Station Adjustment x Reach Lengths x Node Inlet Manhole Top Elevation x Drainage Areas Verify Node and Reach Da
23. text boxes Edit Profile Geometry Header Profile Add Delete Segment 1 Station Elevation Add 00 00 102 1 Insert YC Length Back YC Length Ahead 0 0 Delete VPI Station Elevation VC Back VC Ahead b 100400 1021 0 Oo 2 10405 98 45 150 7 iT 3 1098825 054 0 j4 115 23 00 10177 0 0 Figure 21 Enter Profile by Inporting 1 Use the File Import pulldown to import profile data from an ASCII text file Fei ASAD K PROJECTS __ OTS ASAD ots mdb english File Project Edit CAD Compute Reports Tools Window Help New Project MDB Open Project MDB 1 K PROJECTS __OTS ASAD OTS MDB 2 K PROJECTS HNTB TAMPA 2007 09 26 BBD3 MDB 3 K PROJECTS FDOT D4 FT_LAUDERDALE 2007 09 24 ASAD3 2286281 AS OF 0906 MDB 4 K PROJECTS __OTS ASAD OTS MDB Rebuild Project Database Open Drawing 1 C TEST ISIS WIDELINE WL2102 DIMENSIONAL VIEWS DXF 2 C TEST ISIS WIDELINE WL2102 DIMENSIONAL VIEWS DWG 3 K PROJECTS __OTS ASAD DRAINSS DGN 4 K PROJECTS __OTS ASAD DRSTRDO1 DGN Close Drawing Top Files Report Files Cell Libraries Level Name Library Geometry from GEOPAK Input Text Fie Export Node amp Reach Data from Delimited Text File Update Structures from Seed File All Data from ASAD Created Text File Figure 22 Automated Storm Sewer Analysis and Design Version 3 x x ASAD Training Manual Page 18 2 Select th
24. 5 Figure 87 Offset This value defines the offset of the point selected in the DP Relative button Elevation This value defines the elevation of the point selected in the DP Relative button Structure button Draw the structure in the CAD window based on the point click exact or relative Paragraph button Click this button and write up paragraph will be attached to the cursor Move the cursor in the CAD window and click the left mouse button to place it Oval button After the paragraph has been placed click on this button to draw the oval with the node name inside above the paragraph Station Text button Use this button to drag the station onto the CAD window click the left mouse button to place it You can then place an oval with the node name inside above Pipes Intersecting the XSection button Scan the all drainage systems and draw any pipes that pass through the current cross section This only works if DP Relative has been selected Automated Storm Sewer Analysis and Design Version 3 x x ASAD Training Labs Page 57 Mode Multiple Structures using GEOPAK Cross Section Cells This mode uses the information gathered from GEOPAK cross sections cells to draw drainage structures with little or no manual input from the user This mode is extremely fast A simple 4 step routine takes only minutes to draw 100 s of structures automatically Routines Step 1 List Step 2 Select Step 3 Synchronize and Step 4 Draw N
25. AD Training Manual Page 41 Of the controls the left most control is Update Window This option refreshes the current view of the Drawing Window Next the Window Area function allows the designer to magnify a portion of the current view in the Drawing Window After the command is initiated the designer must select the area to be magnified This is accomplished by clicking on the Drawing Window and windowing the region for magnification The Zoom In and Zoom Out commands magnify and reduce the area selected on the Drawing Window respectively The Window Center function is similar to the Window Area command in that the designer selects the desired region of the view to magnify but it will center the region within the limits of the screen The Fit Current System is a valuable command and is unique to ASAD It centers the Drawing Window view on the current drainage system The Fit All function sets the view window around every element in the CAD file The Dynamic Pan and Dynamic Zoom available on the CAD window only are new for ASADv3 Click and hold the left mouse button to pan or zoom Previous View and Next View available on the CAD window only are also new for ASADv3 They allow the user to step backwards to previous views and step forward again Model Space The current model name is displayed in the dropdown list at the bottom left of the CAD drawing window Select
26. ASAD Training Manual TRAINING OUTLINE SECTION A PROJECT SETUP OTS MODULE 1 1 1 1 2 1 3 1 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 Overview General Facts about ASAD Files Structure User Flowchart Create a New Project Database Secondary Files Location Program Options Project ID Create a New Storm Sewer System Baseline Geometry Profile Geometry Cross Slope Geometry SECTION B DESIGN OTS MODULES 2 amp 3 2 1 2 2 2 9 2 4 ES 2 6 2 1 2 8 2 9 2 10 3 1 29 2 3 3 3 4 3 5 3 6 3 7 3 8 Structure Definitions inlets manholes etc Pipe Definitions Rainfall Intensity Tables Outfall Definition amp Storm Event Create Nodes amp Reaches Edit Nodes Edit Reaches Lab Lab Lab Lab Lab Lab Lab Lab Lab Lab Lab Lab Lab Lab Lab Page 1 module 1 module 2 Compute Storm Sewer Geometry north east coords reach lengths inlet top grate elevations etc Draw Storm Sewer in Plan basic Locate Nodes by Datapoint Compute Pipe Sizes Compute Flow Line invert Elevations Compute Hydraulics Storm Tabs Compute Roadway Spread amp Inlet Intercept Compute Storm Sewer Cost Renumber Nodes amp Reaches Profile Elevation Inquiry Divide amp Combine Storm Sewer Systems Automated Storm Sewer Analysis and Design Lab Lab Lab Lab Lab Lab Lab Lab Lab Lab module 3 Version 3 x x ASAD Training Manual SECTION C PLANS P
27. ASAD Training Labs Page 54 4 6 Draw in Profile View 1 Open window using pulldown CAD gt Storm Sewer gt Draw Profile 2 Click on the white triangle to open the bottom portion of the window 3 Select the nodes to draw 4 Click on the DP Relative button and left click the mouse on the CAD window The selected x amp y coordinates will be displayed 5 Key in the Station Reference and the Elevation Reference of the coordinate selected 6 Click draw Draw Draw Storm Sewer Profle Sewer Draw Storm Sewer Profle FDOT Profile at 20 Scale Dew M 22 gt A Cose Status x Existing fx Future1 x Future 3 x Proposed x Future2 Future 4 General Level Symbology 200 52 5 Data Station Reference 691 00 Elevation Reference jo o DP Relative 857276 540610129x 1185560 45685924 y Get Data from Profile Cell Figure 85 Automated Storm Sewer Analysis and Design Version 3 x x ASAD Training Labs Page 55 4 7 Draw Drainage Structures cross section view Mode Single Structure This mode is the same as in ASAD version 2 It will draw one structure at a time 1 Open window using pulldown CAD gt Storm Sewer gt Draw Drainage Structures 2 Select Mode Single Structure DP Exact or Relative 3 Select the node to draw from the node list 4 Click DP Exact and left click mouse on the CAD window The x amp y coordinate will be displayed 5 Click the
28. Header labels These values are typically 2 for rows 1 3 and 1 5 for row 4 Sub Total amp Grand Total Rows The percentage of the MaxHeight allocated for the Sub Total and Grand Total Rows These values are typically 1 5 of Main Body Rows The number of rows on each sheet filled with data Thirty five 35 strikes a nice balance of quantity of data per sheet verses readability of the sheet TH of Row HT The text height relative to the distance between row lines Default is 60 TW of TH The text width relative to the text height Default is 75 Sheet Width The width from the top left corner of the draw able portion of the border to the top right corner Automated Storm Sewer Analysis and Design Version 3 x x ASAD Training Labs Page 65 Columns The number of columns in the SDS When the SDS Sheet Dimensioning Tool window opens it will have the number of columns as per the SDS table If other columns such as Sod Steel Class I Concrete etc are needed simply add to this number to ensure enough space for all columns Column Reserve This is used to reserve extra space at the right side of the table for columns that may be added at the end of the process The Remarks column is a good example of this The default is 15 of Sheet Width Text Justification This is used to set the text justification for the Header Detail and Totals text This should bet set to 7 for Center Center Sh
29. REPARATION OTS MODULE 4 amp 5 4 1 4 2 4 3 4 4 4 5 4 6 4 7 Del CAD Window Layout Reference Files Levels amp ASAD Master Level List Draw Cells into Grid Lab Drawing in Plan View Lab Drawing in Profile View Lab Draw Drainage Structures cross section view e Single Structure e Multiple Structures using GEOPAK Cross Section Cells e Multiple Structures in Plan View e Multiple Structures in Grid Summary of Drainage Structures Automated Storm Sewer Analysis and Design Page 2 module 4 Lab Lab Lab Lab module 5 Version 3 x x ASAD Training Manual Page 3 SECTION A PROJECT SETUP OTS MODULE 1 1 1 Overview General Facts about ASAD Hydraulics Up to 1000 nodes per system Maximum of 50 systems per project Runoff computed using the rational method Rainfall Intensity using IDF curves or user defined curves Full and partial flows supported Computes backwater curve with junction and exit loss options Roadway spread analysis using HEC 22 method Time of concentration worksheet TR 55 and Kinematic wave Automatic Calculations Pipe sizing Pipe lengths structure center to center amp actual quantity lengths Inlet Top Grate elevations Onsite drainage areas Pipe invert elevations Plans Production Drainage structure cross sections drawn Storm sewer drawn in plan view Profile view of storm sewer with hydraulic and energy grade lines Cross section pattern li
30. SS Node SS Node SS Node CLSR5 CLSR5 CLSR5 CLSR5 CLSR5 CLSR5 CLSR5 694 30 691 00 691 00 692 50 692 50 694 30 00 694 30 00 200 00 52 50 52 50 52 50 52 50 52 50 52 50 Current Row 1 2 Click Step 1 Sort Nodes button Figure 62 3 Select sort options and click OR see figure 63 Station v Ascending C Descending Then By Then By none Ascending C Descending Ascending C Descending Figure 63 4 Click Step 2 Fill Columns button 5 Select fill options and click OK see figure 64 Fill Down The Current Row to Bottom of Table C Bottom of Consecutive Blank Cells C Plus Next fi Cells Starting Number n Node Prefix s R Reach Prefix Figure 64 Cancel Current Row 1 5 Click on the Step 4 Renumber button to execute the process see figure 62 Automated Storm Sewer Analysis and Design Version 3 x x ASAD Training Manual Page 39 3 7 Profile Elevation Inquiry 1 Open window using pulldown Compute Reports Profile Elevation Inquiry PROFILE ELEVATION INQUIRY PPGLRT Elevations High Low Beg Station eat 00 End Station 768 30 95 Increment Decimals 00 STATION ELEVATION 12 6400 yA Tangent 12 5400 Tangent 12 2400 J Tangent 9400 j Tangent Tangent Tangent Tangent Tangent Tangent Tangent Tangent
31. Storm Sewer Analysis and Design Version 3 x x ASAD Training Manual Page 51 m User Defined Text Variables x E Node amp Structure Data tnnam Node Mame sug System Reach amp Pipe Data mnam Structure Name fatopstat Structure Top Status Existing Proposed Future 1 etc Outtall amp Storm Data teibotstat Structure Bottom Status Existing Proposed Future 1 etc z tbln Baseline Name Froject Data fasta Station otf Offset tw 4 Easting Coordinate tu Northing Coordinate mangle Structure Rotation Angle plan view Emiro Structure Mirror plan view Add ta Test Field Absolute value The absolute value of the following Field will be shown dn his the decimal places of the nest field SIDE Displays LT AT or CL based on the value 0 gt 0 0 of the previous Field Side Displays Lt AE ar Ct based on the value lt 0 20 0 of the previous field Add to Test Field Text Field 3 characters cista of Add ta Text Field sp gt comma Const E nist ot Lt petiod gt CONST EXIST OF LF Mite Close Figure 81 Automated Storm Sewer Analysis and Design Version 3 x x ASAD Training Labs Page 52 Setting the text labeling for nodes Tx Node sub tab This tab sets the plan view labeling of all other nodes collection nodes in the system Tx Out Al n aloft pis from Node E T Node Name w 0val 7 7 Oval
32. Width 24 Height 7 X Made Name na C val E E HGL to Inlet El Clear lo fo User Defined lo lo Dbl click text field to add variables Decimal Places 2 Figure 82 This sub tab is identical to the Tx OutFl sub tab Refer to the Tx OutFl sub tab of this same section figure 80 for details Setting the text labeling for reaches Tx Reach_sub tab This sub tab sets the plan view labeling of the reaches Tx Reach Settings All On All Off Orientation C Reach Bearing Set by Symbology Offset 5 Y Pipe Name Solid amp Perf o lo Reach Length fo lo Flow Line Elevations a lo Ditch Dimensions o lo User Defined 5 d CONST digen OF ipdesc Dbl chek test Field to add variables Decimal Places 2 Figure 83 Orientation option Automated Storm Sewer Analysis and Design Version 3 x x ASAD Training Labs Page 53 Reach Bearing The reach labeling will be rotated to the same bearing as the reach Set by Symbology The reach labeling is rotated to the angle set by the General Level Symbology button window See section 5 x x Pipe Name Solid amp Perf Labels the pipe name Reach Length checkbox Labels the length of the reach Flow Line Elevations checkbox Places the flow line elevations at the end of each pipe User Defined check amp text boxes The user may define up to 5 lines of labels to be placed adjacent to the center of the reach Double clicking on any t
33. a Master Level List in each project database mdb This master list of level names is updated from the Level Names Library file see user manual section 1 2 2 on setting the path filename every time a project database mdb is opened If there is an updated levels library simply replace the file and the next time ASAD opens it will retrieve the latest level data The ASAD master list has two primary functions 1 it serves as an instant resource for creating new levels in CAD files and 2 it allows you to limit the levels which populate the Level Names pulldown boxes throughout ASAD Setting the Active field to Yes will allow the level to be loaded into the pull downs while No will exclude the level i ASAD Master Level List LEVELS a ES T m Em I Highway Advisory Radio Unit _ 650 Ei HardscapeDetails O Yes No OQ Yes amp No Paving Details Fence Railing Stamped Asphalt 857 Q Yes No Hay Bales 114 n3 om HerbicideArea Q Yes No Area to Receive Herbicide 883 HubEthernet Oves No Ethernet Hub Fe HubWireless lO Yes amp No Wireless Receiver and Transmitter 797 Yes ONo Inlets on Cross Sections 339 InletBottom px Yes ONo Inlet Bottom on Cross Sections All Types 340 InletBottomJ Yes ONo Inlet Bottom Type J 431 InletBottaomP Yes QNo Inlet Bottom Ty
34. abs English Metric Close Pass HGLdif 50 9 99 7619 Flaw Condition FULL Velocity 27 45 _ __ Pipe 18 RCP Flow aP amp 740 5 116 capacity Figure 60 Automated Storm Sewer Analysis and Design Version 3 x x ASAD Training Manual Page 37 3 4 Compute Roadway Spread amp Inlet Intercept Documentation not available 3 5 Compute Storm Sewer Cost 1 Open this window using pulldown Compute Reports Storm Sewer Cost Analysis 2 Click Compute to calculate cost COMPUTE SYSTEM COST E x Node Reach Details x NodeXReach Sub Totals x Grand Totals Cost Pipe Length Unit Cst Cost Total 0 00 18 RCP 79 00 0 00 28 Re 25 40 00 18 RC 00 24 00 24 oo 18 0o 18 00 24 MIU 00 24 NIHU Mu 79 00 O0 SaN D00 D00 D0 D00 D00 7 O0 02 00 MIU 2350 LO LJLJAUI ESOERBSSZAEBS feed ft ft RE RE ft EB 1 1 1 1 1 1 1 1 INLETS MANHOLES Qty DR 8 n Xn 49 Xn 49 TOTALS Total Cost of Pipes 51 049 60 Total Cost of Inlets Manholes GRAND TOTAL FOR SYSTEM zy e Figure 61 Automated Storm Sewer Analysis and Design Version 3 x x ASAD Training Manual Page 38 3 6 Renumber Nodes amp Reaches 1 Open this window using pulldown Edit gt Renumber Nodes amp Reaches SYSTEMI SYSTEMI SYSTEMI SYSTEMI SYSTEMI SYSTEMI SYSTEMI Total Rows 7 SS Outfall SS Node SS Node SS Node
35. age Window Figure 6 2 Set the number of monitors using the Monitor tab Automated Storm Sewer Analysis and Design Version 3 x x ASAD Training Manual Page 10 w OPTIONS Number of Monitors setthe number of monitors you are using to one or two This value determines where some ASAD windows will be displayed Figure 7 Automated Storm Sewer Analysis and Design Version 3 x x ASAD Training Manual Page 11 3 Turn off the automatic ASAD Master Level List update function Set the number seconds to 0 w OPTIONS Auto Update of Level Master List When turned ON checked this option will update the ASAD Master Level List with all levels found in the Level Names Library design file Li GN everytime the database is opened when tumed OFF unchecked the ASAD Master Level List will not be updated from Level Names Library design file DGN but may still be up to date if na changes have occurred since the last update X Auto Update ON The Updating ASAD Master Level List window will automatically clase after the update is complete Select the number of seconds you wish to delay the close operation fo e Figure 8 4 Compress CAD file Turn On check both options Cross Section Cell Coordinate Source set to Vertices OPTIONS A Monitors Lewels Compress CAD File Automatically compress CAD file x Everytime a CAD file is opened A
36. age system CAD Storm Sewer gt Draw Profile Draw drainage structures in cross section view CAD Storm Sewer Draw Drainaae Structures Compute and draw Summary of Drainage Structures sheets Automated Storm Sewer Analysis and Design Version 3 x x ASAD Training Manual Page 8 1 4 Create a New Project Database 1 Create the new project database OTS MDB from the ASAD seed database SEEDv3 MDB using pulldown File New Project He Project Edit CAD compute Reports Toob Window Help New Project MDB Open Project MDB Figure 1 2 Enter the New Database Name 3 Select the Seed File Name Create New Project Database X New Database Name KAPROJECTS __OTS ASAD OTS MDB Browse Seed File Name C Program Files ASADV3 SEEDv3 MDB Browse Create Close Figure 2 4 Open the new project database OTS MDB Use pulldown File gt Open Project and select the file He Project Edt ZAD GCompute Reports Took Window Help New Project MDB Open Project MDB Figure 3 Look in ASAD ct fv 2285835 mdb Copy of 2285835 mdb Recent Copy of fdotd6 MDB fdotd6 MDB Desktop My Documents ar My Computer L Places Files of type ASAD Database mdb Cancel Open as read only 4 Automated Storm Sewer Analysis and Design Version 3 x x ASAD Training Manual Page 9 Figure 4 1 5 Secondary Files Location 1 Verify the path to secon
37. d special characters are nat allowed Figure 13 Automated Storm Sewer Analysis and Design Version 3 x x ASAD Training Manual Page 14 3 Select the new system name as the Active System using the listbox as seen in Figure 15 Faj ASAD K PROJECTS _ OTS ASAD OTS MDB lt engish File Project Edit CAD Compute Reports FS io ss S es OND Figure 15 1 9 Baseline Geometry Enter Baseline by Key In 1 Use the Edit Baseline Geometry pulldown to Key in baseline data ASAD K PROJECTS __ OTS ASAD ots mdb english Automated Storm Sewer Analysis and Design Version 3 x x ASAD Training Manual Page 15 2 In the Header section press the Add button to enter the name of the baseline 3 In the Header section enter the Begin Station which equates to the station of the first P I first in the Segment list 4 In the Segment section click the Add button to create a new P I in the segment list 5 In the Segment section click on the row from the table of the segment to be entered Key in data into North East and Arc Radius text boxes m Edit Baseline Geometry Header Baseline Segment 1 Morth i Coordinate East x Coordinate 10000 lt Swap gt 10000 Get Coords by DP Center in Window Arc Radius Fs opiral Length LS Delete 0 0 spiral Geom Seg North Coord EastCoord Radius Spiral Len P 10000000000 10000 000000 D
38. dary ASAD files Use pulldown File gt Top Files Report Files Cell Libraries Level Name Library LT ij x Report Files Path location of rpt files C PROGRAM FILESVASADV3 example C Program FilesyASADwv3 Browse Note This field contains only the path without a file name Browse Top Files Path location of top files CAPROGRAM FILESVASADV3 example C Program FilesVASADwv3 Browse Note This field contains only the path without a file name Browse Cell Libraries name amp location of cel files Plan View C Program Files ASADv3 drplan cel example C Program Files ASADv3 drplan cel Browse Profile View C Program Files ASADv3 drplan cel example C Program Files ASADv3 drplan cel Browse Drainage Structures Cross Section View C Program Files ASADv3 drplan cel example C Program Files ASADv3 drplan cel Browse Level Names Library C Program Files ASADv3 fdot_v6_level_library dgn example C Program FilesVASADv3Xfdot v8 level library dqn Report and Top file paths are stored in ASAD INI Cancel Done Cell and Level library paths are stored in the ASAD project database Cencel Deme Figure 5 1 6 Program Options 1 Set program options Use pulldown Options Fai ASAD K PROJECTS HW_LOCHNER TAMPA 2007 08 16 BASIN2 File Project Edit CAD Compute Reports Tools Window Help eE Too Bars English Metric Converter Special gt Options View Mess
39. dictate which elements are to be drawn i e inlets pipe area boundaries pattern lines and the characteristics i e font size level etc of the text labels to be placed The window below see figure 76 shows the template number as seen here Miah jM and the templates description FDOT Plan View at 40 Scale At the top portion of the window the user has three options 1 click on the Draw button and the plan view will be drawn in the CAD window 2 click on the black arrow buttons to move back or forward to another template 1 20 and then press Draw to draw in the CAD window 3 click on the downward pointing white triangle button to open the rest of the window see figure 80 Note To get started quickly setup a template using the Reset Template to Defaults as seen in figure 80 This will setup all level symbology and text characteristics based on the Drawing Scale selected Automated Storm Sewer Analysis and Design Version 3 x x ASAD Training Manual Page 49 FOOT Plan View at 40 Scale mah DEN AE Existing Future Future 3 X Proposed Future Future 4 General Level Symbology Rezet Template to Defaults Change ALL settings for the current Template ta Standard FOOT Defaults Drawing Scale E Heset Figure 80 Selecting elements to draw Elements sub tab Draw Plan iew FOOT Plan View at 40 Scale mah A RENE Existing Futue1 Future 3 Prop
40. drawing to draw DP button Select the top left corner of the border All elements will be drawn relative to this point Draw button Draw in to CAD Export button Export is another way to manipulate the SDS data You will prompt for a file name to export to This routine creates a tab delimited ASCII file which can be easily opened with Excel Automated Storm Sewer Analysis and Design Version 3 x x
41. e GEOPAK Profiles tab 3 Browse to select the file to be imported 4 Highlight the profile s from the Selection listbox to be imported 5 Click OK to execute the import process Note If importing a profile that already exist in the ASAD database then check ON the Overwrite existing checkbox m IMPORT i z GEOPAK Chains GEOPAK Profiles Cross vvidths Geopak Input File Browse Scan Name K PROJECTS __OTS ASAD newprafiles inp selection Options FFPLLT Select All iPPGLET Overwrite existing De Select All Figure 23 1 11 Cross Slope Geometry Figures 24 and 25 illustrate a typical roadway section Figure 24 Automated Storm Sewer Analysis and Design Version 3 x x ASAD Training Manual Page 19 Figure 25 1 Use the Edit gt Roadway Cross Slopes to edit pavement cross slopes of the typical sections 2 Click on the Add button and key in the new cross slope name 3 Enter the distance between the baseline and its adjacent PGL location into the PGL Baseline Tie 4 Enter up to 3 cross slopes moving away from the PGL w Edit Cross Slopes Duplicate Update Delete Close PGL Baseline Tie 11 Cross Slopes Offset fram i to 35 Slope 02 Offset fram 35 to 100 Slape 03 to fo Slope 0 Zero All Offset from 100 Constant 0 Figure 26 Automated Storm Sewer Analysis and Design Version 3 x x ASAD T
42. eby releasing the current CAD file for MicroStation to manipulate ie create the missing levels Automated Storm Sewer Analysis and Design Version 3 x x ASAD Training Manual Page 45 4 4 Draw Cells into Grid 1 Open window using pulldown CAD gt Cells gt Draw Cells in Grid 2 Select cell s to draw 3 Click on DP Grid and the left click mouse in the CAD window to set the starting x and y coordinates 4 Click on Draw The Draw Cells window see figure 74 is used to draw cells in grid layout see figure 75 This is typically used to review cells as they are drawn by ASAD Draw Cells X Library Used to Draw in Plan View v CAY8 DRPLAN CEL Total 675 Flume3Barri Grid Top Left Corner yeaa Fe boil fe La DP Grid f 1663434 7521 _DP Grid Grid Dimensions InitBarwll Width 320 00 Columns fe 5 IntBarwllCG InitCurb1 35 Height 200 00 Rows CL 35 Next Grid Distance 100 00 35 Grid SheetLines dp InitCurb4 40 InltCurbS Cell DrainStruct_px InltCurbb InitCurb _40 Origin Pointer TextLabel atCurb 50 8 40 Cell Characteristics Scale 1 0000 IniMedBarD Angle 0 0000 InithdedBarrs Minor Chane C Horizontal JBottom35x60 C Vertical Refresh Select All De Selectall Draw Close Figure 74 Library Used to Draw in dropdown box Drawing plan view profile view and cross section view have cell libraries associated with them see section 1 2 2
43. eet Spacing Set the distance from the top left corner of the first sheet to the top left corner of the next sheet below Automatically set column widths for identifier columns The first eight columns identifier columns such as Station Barrels Structure Number etc do not all have to be set to the default column width They are usually some percentage of the default width For instance the Qty column noted by lt P F gt is usually about 35 of the default column width while the Station noted by lt Station gt is typically 140 of the default widths Turn on Checked this check box to compute the column width using this method If this checkbox is off Unchecked then each of these columns will be assigned the default column width Compute button Computes the text heights and widths the line spacing and column widths as seen in the Results Print button Prints the results to a default printer Apply button Writes the Results to the appropriate fields in other tabs of the Summary of Drainage Structures window Summary of Drainage Struc Draw into CAD File or Export as a Tab Delimitted Text File Include r TopLeft Data Point x Header Text x 847458 25586523 x Detail Text CRAT IE Toa 1184906 08184446 x Outline Lines x Vertical Lines x Hariz Lines Export Draw Insert Column Delete Column Shift Colur Include section Sets which elements of the
44. ements of o Starting station 660 00 Decimal places 2 Offset t C ExactDP Nearestto 5 Ha Ha _ Scan offsets and load data fields with most commonly occuring offsets Scan Active System Only Scan Entire Project Decimal places 2 G Clear All Offset Fields Done Automated Storm Sewer Analysis and Design Version 3 x x ASAD Training Manual Page 31 Figure 52 Automated Storm Sewer Analysis and Design Version 3 x x ASAD Training Manual Page 32 4 Returning to the Node Edit window click on the Locate button This CAD window is now waiting on a point to be selected 5 DP data point on the CAD window and the nodes Station and Offset fields will be updated with the point chosen x Add Update Delete Close Node Type E Structure n Location Other PTs Baseline CLSRS5 w Station a Offset Options Ble C Reach Sync Protile Cross slope PPGLLT MAINLINE Figure 53 Automated Storm Sewer Analysis and Design Version 3 x x ASAD Training Manual Page 33 3 Compute Pipe Sizes 1 Open this window using pulldown Compute Reports gt Step 2 Compute Pipe Sizes 2 Select 1 in the Use Pipes from Group pulldown box V Calculate Pipe Sizes Method All Pipes Flowing Full Use Pipes from Group ji All Pipes Flowing Full fixed min velocity Constraints Min Velocity ft s 2000
45. es how far up station from the nodes north and east coordinates the drainage structure cross section view is to be drawn Automated Storm Sewer Analysis and Design Version 3 x x ASAD Training Labs Page 60 Mode Multiple Structures in Grid This mode see figure 91 will draw the drainage structures into a user defined grid see figures 92 and 93 that can be reviewed in CAD or plotted to paper and reviewed for quality control purposes 1 Open window using pulldown CAD gt Storm Sewer gt Draw Drainage Structures 2 Select Mode Multiple Structures Grid Layout 3 Select the nodes to draw 4 Click DP Grid and left click mouse on the CAD window The x amp y coordinate will be displayed 5 Click Draw Draw Drainage Structures Made Multiple Structures Grid Layout m Select All None arid Top Left Comer 4 Bbe 740 355333752 DP Grid 1184551 13135141 Grid Dimensions width 300 Columns 4 Height ann Rowa BE E E Next Grid Distance 100 t B E Grid Level TexNotes gt BEN Li X Draw Grid Draw 4 H EE of 4 PI cy amp ES ES Figure 91 Figure 92 Automated Storm Sewer Analysis and Design Version 3 x x ASAD Training Labs Page 61 RAINING_FILES OTS Ta 5 187 HST 147 8 OF JE PIPE p x 8581963813 h y 1185656 5243 Select All or None buttons Use these buttons to select all or select none of the nodes to
46. extbox will invoke the User Define Text Variable window see figure 5 9 X and Y for all labels To prevent the text from being on top of the reach define the distance in the X and Y directions from the reaches center point When the option Reach Bearing is selected only an Offset field will be displayed This offset 1s the distance above the reach positive offset or below the reach negative Decimal Places Sets the default number of decimal places for the reach labels This setting may be overridden when using User Defined labels Settings sub tab Note Each drawing window Plan Profile and Drain Structures has a Reset Template to Defaults function This function is very helpful when starting a new project It sets many variables and options that could be overlooked especially by a new user Using the Reset Template to Defaults as seen in figure 84 This will setup all level symbology and text characteristics based on the Drawing Scale selected Reset Template ta Defaults Change ALL settings for the current Template ta Standard FOOT Defaults Drawing Scale ao Reset Figure 84 Drawing Scale Scale of the drawing In the case above the scale is 1 40 hence the 40 Reset button Set the elements and labels to be drawn the level symbology text fonts and size and decimal rounding values to FDOT specifications Automated Storm Sewer Analysis and Design Version 3 x x
47. fter every Fence Delete operation Cross Section Cell Coordinate Source Vertices recommended C Range Figure 9 Automated Storm Sewer Analysis and Design Version 3 x x ASAD Training Manual Page 12 1 7 Project ID 1 Set the Project information using pulldown Project Use pulldown File gt Top Files Report Files Cell Libraries Level Name Library PROJECT SETUP j x Project Financial ProjectID 2007 920192 20 cha State Road SR44 20cha Description MAIN STREET 30 char County LAKE 20 char PROJECT SETUP English Units C Metric Units Figure 10 Figure 11 1 8 Create a New Storm Sewer System 1 Use pulldown Edit gt Storm Sewer System Add Delete Rename to create a new pipe network Fei ASAD K PROJECTS HW_Lochner TAMPA 2007 08 16 File Project Edit CAD Compute Reports Tools Window Storm Sewer System Add Delete Rename SS System Outfall and Header Details Divide Combine System s Renumber Nodes amp Reaches Figure 12 2 Key in the storm sewer system name in the New System field and press the Add button Automated Storm Sewer Analysis and Design Version 3 x x ASAD Training Manual Page 13 w Storm Sewer System Add Delete System Hew System POND Add Valid ASAD object names are character strings of 1 to 8 characters including alphabetic a thur lt and numeric 0 thru 8 and characters spaces an
48. ing a different model will automatically update the CAD drawing window with the model Models cannot be created or removed in ASAD Those functions should be done in MicroStation 4 2 Reference Files 1 Open window using pulldown CAD gt Reference Files 2 Click on the File Assist button 3 Browse and select C Program Files ASADv3 Profrd0O1 dgn 4 Click the Attach button The profile is now attached 5 Zoom Out several times to notice the reference file to the northeast of the project location 6 Close window Automated Storm Sewer Analysis and Design Version 3 x x ASAD Training Manual Page 42 ReferenceFile Manager Jv Reference Files On 5 Reference Files Reference File Name Description Logical Display Locate cliprd01 dgn On On dsgnrd 1 dgn ie On On textrd 1 dgn On On topord01 dgn On On elgmd dgn On On FileName Attach URL Detach LogicalName AtachSession DetachSession Description FileAssist Nest Depth fo LevelName M i2345 6 7 OFF Level 1 8 91011121314 Level 2 E 61718192 mem ALL ON Level 3 On 2 3 Level 4 n 32 EN OK Level 5 i Level 7 Figure 71 Like MicroStation ASAD CAD utilizes files loaded into the current design file called reference files As long as the reference files possess the same global origin and working units as the
49. it gt Baseline Geometry or File gt lmoort gt Geometrv Need to compute low point station adjustments inlet elevations and Yes Enter Profile data Edit gt Profile Geometry or File lmport Geometrv Need to compute Yes inlet elevations No Enter Cross Slope data Edit gt Roadwav Cross Automated Storm Sewer Analysis and Design Version 3 x x ASAD Training Manual Page 6 Need to compute Yes drainage areas No Enter Cross Width data Edit gt Roadwav Cross Create a new drainage system Edit gt Storm Sewer Svstem Define the outfall and storm event Edit gt SS Svstem Outfall and Header Details No Create multiple Yes nodes and reaches Create multiple nodes amp reaches Edit gt Node Reach Automatic Create and edit individual nodes Create and edit individual reaches Compute low point station adjustment north amp east coordinates reach lengths inlet elevation and drainage areas Compute pipes sizes Compbute Reports gt Step 2 Compute Pipe Sizes Compute pipe flow line elevations Compnute Reportis Step 3 Set Flow Lines Compute hydraulics and print storm tabulations report Compute Reports Step 4 Compute Print FDOT Storm Automated Storm Sewer Analysis and Design Version 3 x x ASAD Training Manual Page 7 Draw plan view Drainage system drainage areas and cross section pattern lines CAD Storm Sewer gt Draw Plan View Draw profile view Drain
50. m the structure and pipe definitions The alternative is for the user to manually create the column identifiers for each column s Summary of Drainage Structures Include Columns Reset ALL Levels to FDOT Standards Quantity P F This step sets the level names and fonts to FDOT Standards To change any of these x Structure Numba settings for a column use the Headings amp fx Station symbology tab right To change the level f names of any grid lines use the Grid Layout x Side offset tab right Index Number x Description Reset Levels x Pipe Size Insert Column Delete Column lt lt Shift Column Shift Column gt gt 5 8 650 90 Lr B50 87 RT Figure 96 Reset Levels button This button will automatically reset ALL levels for ALL the elements text and lines to be drawn into CAD The levels will be set to FDOT standards Automated Storm Sewer Analysis and Design Version 3 x x ASAD Training Labs Page 64 s Summary of Drainage Structures Worksheet for Computing Text Sizes Row amp Column Spacing and Sheet x Quantity P F Spacing X Structure Numba x Station x Side offset Index Number x Description Worksheet x Pipe Size Insert Column Delete Column Shift Column Shift Column Include Columns 1650 90 Figure 97 Worksheet button This button invokes SDS Sheet Dimensioning Tool see figure 5 55 that is used to
51. nes drawn at each node location These lines may be used by other software such as GEOPAK to generate the existing and proposed roadway cross sections Drawings annotated to user specifications All plans production tools draw directly into Intergraph MicroStation CAD format files dgn Reports Storm sewer hydraulic tabulation Summary of drainage structures draw into CAD or export to spreadsheet Inlet spread intercept bypass analysis report Time of concentration worksheet Underground utility conflicts Profile elevation report Storm sewer cost analysis Automated Storm Sewer Analysis and Design Version 3 x x ASAD Training Manual Page 4 1 2 Files Structure ex Files located on ASAD CD Rom and installed during ASAD SEED SETUP EXE DATABASE seedv3 mdb c programfiles asadv3 TOP FILES ASAD ASAD3 EXE c programfiles asadv3 c programfiles asadv3 REPORT FILES rpt c programfiles asadv3 ASAD DATABASE mdb PRIMARY FIL BACK UP these files regularly Automated Storm Sewer Analysis and Design Version 3 x x ASAD Training Manual Page 5 1 2 User Flowchart No New Yes Project Open an existing project Create a new project File gt Oven Proiect MDB File gt New Project MDB Verify path to secondary files Setup Project Information Proiect Yes Need to compute pipe lengths inlet elevations and Enter Baseline data Ed
52. odes from the current active system or all systems in the project database Step 2 Select At this step the user should check by clicking in the X column those nodes to be drawn All and None buttons These buttons will check or uncheck all nodes listed Step 3 Synchronize Scan amp Match button This button will step through the list of nodes and attempt to match up each node with a GEOPAK cross section cell found in the CAD file This 1s done by comparing the station of each node Automated Storm Sewer Analysis and Design Version 3 x x ASAD Training Labs Page 58 with the station of each cross section cell from the CAD window If the two are within the Station Tolerance 5 feet in this case then the xsStation xsElev xsCoord X and xsCoord Y columns in the list will be updated with values gathered from the cross section cell With steps 1 3 completed take notice of the results window green background with white text at the bottom of the window This section notifies the user of any nodes that were not matched up or any other problems that may need attention Step 4 Draw Draw button Press this button and sit back and relax For the next 60 seconds or so ASAD will read through the list and draw those structures that are 1 checked X in the far left column and 2 have a non zero xsCoord X OR xsCoord Y value The CAD window will move from cross section to cross section as ASAD draws and
53. orted 5 Click OK to execute the import process Note If importing a baseline that already exist in the ASAD database then check ON the Overwrite existing checkbox mw IMPORT GEOPAK Chains GEOPAK Profiles Genpak Input File Browse Scan Name K PROJECTS _OTS ASAD baseline inp selection Options Select All E C Overwrite existing De Select All List detailed curve data Figure 19 1 10 Profile Geometry Enter Profile by Key In 1 Use the Edit Profile Geometry pulldown to Key In profile data Fed ASAD K PROJECTS __OTS ASAD ots mdb lt english gt Fle Project Edit CAD Compute Reports Tools Window Ew re a E Storm Sewer System Add Delete Rename SS System Outfal and Header Details Divide Combine System s Renumber Nodes amp Reaches Node Reach Automatic Creation Nodes Reaches Storm Tab Print Order CrossDrains and SideDrains Structure Definitions Pipe Definitions Percolation Borings Baseline Geometry Profile Geometry dwa Oss SONES Figure 20 Automated Storm Sewer Analysis and Design Version 3 x x ASAD Training Manual Page 17 2 In the Header section press the Add button to enter the name of the profile 3 In the Segment section click the Add button to create a new VPI in the segment list 4 In the Segment section click on the row from the table of the segment to be entered Key in data into Station Elevation and Vertical Curve
54. osed Futue2 Future 4 Drainage General Level Symbology mecs erm e AJ On All OF X Nodes Structures Use Structure Specific Level Nodes Ditches Cell Scale X Pipes Solid Use Pipe Specific Level Pipes Perforated Use Pipe Specific Level F D Trench Top F D Trench Bottom Slapes Ditches Top Ditches Bottom Figure 80 Figure 5 7 Status checkboxes Select the nodes and reaches to be drawn by their status For most projects this will be Proposed General Level Symbology button This button opens another window which is used to set the level symbology and text characteristics for each element and text label to be drawn See section 5 x x for further explanations of this window Automated Storm Sewer Analysis and Design Version 3 x x ASAD Training Manual Page 50 All On Off buttons Turns on or off all of the checkboxes on the Elements sub tab The following checkboxes indicate the elements to be drawn Nodes Structures Inlets manholes endwalls Nodes Ditches Cells at ditch node locations Pipes Solid Standard solid wall pipes Pipes Perforated Perforated pipes in French drains F D Trench Top Top of French drain trench F D Trench Bottom Slopes French drain trench bottom and side slopes Ditches Top Top of ditch Ditches Bottom Bottom of ditch Cell Name of the cell to be drawn at Ditch node locations Scale
55. otice in figure 5 33 the screen has widened to accommodate this mode s layout 1 Open window using pulldown CAD gt Storm Sewer gt Draw Drainage Structures 2 Select Mode Multiple Structures GEOPAK XS Cells 3 Click on Current System or All Systems in Step 1 List 4 Click All in Step 2 Select 5 Click Scan amp Match in Step 3 Syncronize 6 Click Draw to draw the selected structures Draw Drainage Structures Mode Draw Multiple Structures GEOPAK XS Cells C Navigate Step 1 List List nodes in table below 8 nodes Current All system Systems Step 2 Select Select Nodes to be Drawn Click to Select X will appear in 1st col Step 3 Syncronize Scan X Sections amp Match Nodes Station Tolorance or 5 ft Step 4 Draw Draw Selected Structures in Cross Sections XS Limit 125 Draw ListXS Scan amp All None Match System Node Type Station Offset jxsStetion xsElev xsCoord X sCoord Y ioYo SYSTEMI 5 104 SYSTEM S 100 SYSTEMI 5 101 SYSTEMI 5 102 SYSTEM1 5 103 SSout SSout 694 30 SSnode 691 00 SSnode 691 00 SSnode 692 50 SSnode 692 50 0 SSnode 694 30 00 52 5 SSnode 694 30 73 52 5 SYSTEM1 5 105 SYSTEM1 5 106 Figure 88 Step1 List Current System and All Systems buttons These buttons are used to populate the list in the bottom half of the window with n
56. pe P 432 InletClosedFlume Yes ONo Closed Flume Inlet 433 Yes ONo Curb Inlet All Types 434 T e Yes QNo Ditch Bottom Inlet All Types 435 Yes ONo Gutter Inlet All Types 436 InletMedian Yes ONo Median Barrier Inlet 437 Q Yes No Insulator Fiberglass 1609 InterconCable Q Yes No Cable Interconnect 610 4 i 4 Elejeleileileijeileieileileileijeieljgy InterconCable ep Q Yes No Interconnect Cable Existing T 611 lrrigstionHeads lO Yes amp No Irrigation Heads All Types 858 lrrigationMisc Q Yes No Irrigation Miscellaneous Items 858 T T rmo relo T xl rolre rolre ro gt ro gt 11 I rol lrrigationSprayPat Q Yes amp No L irriesstinn star ina lY vas d No Make All Levels Active Inactive Figure 72 Irrigation Head Spray Pattern 860 Make Levels Typical to ASAD Levels 698 Projects Active All Others Inactive Typical If you try to draw to a level that does not exist in the currently opened CAD file the Missing CAD Level Names window will popup see figure 5 4 This window will display the missing level s and provide you with solutions to the problem The quickest of these is the Auto option This will retrieve the missing level s Name Description Number Color Weigh
57. r exit ASAD then the AttachSessionOnly option should be selected instead of the Attach button Files can be detached by highlighting the desired file from the Reference Files list and pushing the Detach button The displayed levels for the Reference Files are controlled by highlighting the desired reference file from the Reference Files list and then selecting the desired level to turn off or on When the levels are selected the Apply button must be pressed to accept the display changes Automated Storm Sewer Analysis and Design Version 3 x x ASAD Training Manual Page 43 4 3 Levels amp ASAD Master Level List 1 Open window using pulldown CAD gt Levels gt ASAD Master Level List Previous versions of MicroStation used only numerical 1 63 values to designate levels V8 introduced alphanumeric letters and numbers level names that can be created by the user This results in more flexibility when dealing with levels in general but also creates a few problems For instance if a CAD file has too many levels some may have hundreds they become hard to manage and cumbersome to find the level you are looking for Another nuisance occurs when a CAD file doesn t have the level you wish to draw to In this case you must create it Even though FDOT currently has over 1 300 levels defined for their projects ASAD uses only fraction of these to draw the drainage portions of a project Because of this ASAD maintains
58. raining Manual Page 20 SECTION B DESIGN OTS MODULES 2 amp 3 2 1 Structure Definitions inlets manholes etc 1 Open the Structure Definitions window using pulldown Edit gt Structure Definitions m Edit Structure Definitions x Add Duplicate Delete Close Top File SDS Columns BUNCUS t Hydraulics Spread Quantity Cost Sort Listby z a Name v a then by Draw in Plan ViewAs Cell C Lines Cell then by Library C Program Files ASADv3 drplan cel Name InitCurb1 35 Browse Cell Library Cell Adjustments Scale fi Angle 0 Mirror Name Limit Listta Show All Reference Location Point is located at Node Northing amp Easting Reaches Intersect dX fo dY 4 Apply Cell Origin dx fo dy fo Structure Identifiers 3 This cell is symetrical does not need to be mirrored e Active All Active Node Auto Rotation Method Parallel to Baseline C Inactive All Inactive E el ee i Aqen FDOT Ada Structure Type Curb Inlet Ada Description 100 character max Curb Inlet Type 1 with J Bottom TYPE OF STRUCT on Storm Tabs fu 6 character max Figure 27 Hydraulics Spread Quantity Cost Hydraulics Spread Quantity Cost Structure Top Bottom Relationship C Structure is Drawn Entirely from a Cell or Endwall Defintion No Bottom or Riser Drainage Structure Paragraph 1 STA d2 sta d2
59. t and Style and create the new level in the CAD file Results are displayed in the green list box at the bottom of the window After the levels are created close this window and return to the original drawing function to continue Automated Storm Sewer Analysis and Design Version 3 x x ASAD Training Manual Page 44 w Missing CAD Level Names X CAD File FAPROJECTSXEDWARDS KELSEYYX2007 01 09DRPRRDO02 DGN Problem The drawing routine was terminated BLGIAMEfemES because the level names listed right do not exist in the CAD file and therefore cannot be drawn Solutions Solution 1 Recomended Automatically create new levels based on the ASAD Master Level List data Solution 2 Manually create levels Manual Use the Level Layer Manager window to add new level names and define their by level colors weights and line stvles Solution 3 Add the new levels using MicroStation V8 Close ASAD 1 Close ASAD 2 Start MicroStation V8 and open the CAD file 3 Use FDOT menus to draw an element on the desired level Results OKAY Level DrainMisc_ex created Number 386 Desc All types of miscellaneous existing drai Figure 73 Print Prints the list of missing level names to the default printer Auto Automatically creates the missing level names into the currently open CAD file Manual Use the Level Layer Manager window to manually enter missing Level Names Close ASAD Terminates the ASAD program ther
60. ta Integrity Figure 49 Automated Storm Sewer Analysis and Design Compute Storm Sewer Geometry a d Z m x x XY Coordinate from Baseline Station Offset Compute Print Close Version 3 x x ASAD Training Manual Page 30 2 9 Draw Storm Sewer in Plan basic 1 Open a CAD file using pulldown File gt Open Drawing 2 Browse and select C Program Files ASADv3 DRAINSS DGN 3 Use pulldown CAD gt View gt Fit Current System to set the CAD window position to location of the storm sewer system Note no inlets or pipes will appear yet they still need to be drawn into the CAD window 4 Use pulldown CAD gt Storm Sewer gt Draw Plan View see figures 50 amp 51 5 Press the Draw button to draw the storm sewer into the CAD window Draw Plan View FDOT Plan View at 20 Scale Draw 1 CON 3 A Status Existing Future Future3 fx Proposed Future2 Future 4 General Level Symbolagy Reset Template to Defaults Change ALL settings for the current Template to Standard FDOT Defaults Drawing Scale m e Reset n ri 4 ql Figure 50 Figure 51 2 10 Locate Nodes by Datapoint gt Nodes to open the Node Edit window 2 Click on a node in the listed 3 In the Locations tab of the Node Edit window click on the Options button see figure 52 and set Locate Node options Locate Node Options Station C Exact DP Nearest Using Incr
61. until the text box shows XS Pattern Lines as seen in figure 77 Draw Plan View 3 AS Pattern Lines KIG gt rt 4 Figure 77 2 Select the locations of pattern lines see figure 78 Draw Plan View E A Be g Existing X Future1 X Future 3 x Proposed X Future2 X Future 4 General Level Symbology 591 00 591 00 Select All De Select All Pattern Line Offsets 150 Figure 77 4 Click Draw to draw pattern lines Automated Storm Sewer Analysis and Design Version 3 x x ASAD Training Manual Page 48 To draw profile high and_low points 1 Open window using CAD gt Storm Sewer gt Draw Plan View 2 Click on slider until the text box shows Profile High Low Points as seen in figure 78 Draw Plan View Profile High Low Points CNN v Figure 78 Draw Plan View Profile High Low Points CNN c S Existing Future Future 3 X Proposed Future2 Future 4 General Level oymbolagy Draw a prafile s high points and low points Into the plan view Frofile FFGLRT Adjacent Baseline CLSRS5 Figure 79 3 Select the profile and the corresponding same stationing baseline 4 Click Draw to profile high low points When opened only the top portion of the window is displayed This is the Template portion The Draw Plan View window has 20 different templates to which the user may store 20 different settings These settings

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