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SEEDING NOTES:

Invoke the XS Report dialog by using the MicroStation pull downs:

APPLICATIONS > GEOPAK ROAD > CROSS SECTIONS > REPORTS... or from the Road Tools icon as shown below:

The XS Report dialog will appear as shown below.  Click User and fill out the Report Header Dialog box.  This Report Header information can be saved by clicking on File and selecting the path and file name to be saved.  When finished, press Seeding on the XS Report dialog.

This brings up the Seeding Report Dialog box as shown below:



Click on ByPass Segments to invoke that dialog box:

This option was created for skipping candidate seeding elements.   The application begins at the catch point and works toward centerline.   In the dialog box above...lets just look at cuts on the left.   The software starts at the left catch...and counts the number of segments from there towards centerline.   If say... it finds 5 candidate seeding elements, it will skip the two closest to the catch and only seed the three closest to centerline.   This is an application that we normally don't use.


Click on Additional Distance Via Station to invoke that dialog box:

This option is used for calculating additional seeding required by station ranges.   For calculating additional "generic" seeding required as per your typical section, use the Additional Distance option as mentioned below.


Click on Additional Distance to invoke that dialog box:

This option is used for calculating additional "generic" seeding required as per your typical section.   For specific areas of additional seeding, use the Additional Distance Via Station option as mentioned above.


Back at the Seeding Report Dialog box, click on File and select the path and file name for your Clearing notes.

I recommend that you toggle the Pause on Each XS option to ON.

When finished...   Click Apply.


A sample of the notes are shown below:

08/02/2004                                              PRA-YELL 13(2)                              Page# 1     
                                                      EAST ENTRANCE ROAD
                                                  ....ANYTHING ELSE HERE....
                                                        SEEDING REPORT

NUMBER OF LEFT  CUT  SLOPES TO BE BYPASSED             = 2      
NUMBER OF LEFT  FILL SLOPES TO BE BYPASSED             = 1      
NUMBER OF RIGHT CUT  SLOPES TO BE BYPASSED             = 2      
NUMBER OF RIGHT FILL SLOPES TO BE BYPASSED             = 1      
ROUNDING DISTANCE FROM CUT SLOPE STAKE                 = 0.00           m  
MAXIMUM ALLOWABLE SLOPE FOR SEEDING/SODDING 4.0000   / 3.0000   Rise over Run
ADDITIONAL SEEDING      VIA STATION RANGE .............................
50+020         TO 50+100         FOR LEFT SIDE          = 2.000      m 
50+200         TO 50+280         FOR RIGHT SIDE         = 3.000      m 
51+120         TO 51+180         FOR LEFT & RIGHT SIDES = 1.000      m 
.......................................................................         
ADDITIONAL SEEDING IN CUT                              = 3.00           m 
ADDITIONAL SEEDING IN FILL                             = 1.50           m 
SUBTOTALS EVERY     700.0000 m  BEGINNING AT STATION 50+700 METHOD INCR
SCALING FACTOR			=        1.00000			WITH LABEL		[ m2 ]


STATION             SLOPE DISTANCE  AVERAGE SLOPE DIST        A R E A      m2    SUBTOTAL  A R E A    m2
                     LT       RT      LT       RT          LT      RT      BOTH    LT         RT      BOTH 
                       (TOTAL)  


50+000.00 R 1     12.307    7.277
                    (  19.584)      10.183     6.674      204      133      337
50+020.00 R 1      8.058    6.070
                    (  14.128)       8.932     6.070      179      121      300
50+040.00 R 1      9.806    6.070
                    (  15.876)       8.938     7.020      179      140      319
50+060.00 R 1      8.070    7.969
                    (  16.039)       8.070     7.583      161      152      313
50+080.00 R 1      8.070    7.197
                    (  15.267)       8.070     7.883      161      158      319
50+100.00 R 1      8.070    8.568
                    (  16.638)       7.070     8.168      141      163      304
50+120.00 R 1      6.070    7.767
                    (  13.837)       6.070     7.747       58       74      132
50+129.50 R 1      6.070    7.726


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