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CLEARING NOTES:

APPLICATIONS > GEOPAK ROAD > CROSS SECTIONS > CROSS SECTION REPORTS

This brings up the XS Report palette.   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 Clearing on the XS Report palette.

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


If you have any Exception Widths, (no clearing areas) click on Except Width.

This brings up the Exception Width dialog box as shown below:

Press Add or Delete after each entry.   After completing this step... these entry's can be saved for recalling later, by clicking on the File pulldown.   Select the path and filename to save this information.


If you have any Additional areas (outside of the constuction limits) to be cleared, click on Additional Distance Via Station.

This brings up the Additional Distance Clearing dialog box as shown below:

Press Add, Modify or Delete after each entry.   After completing this step... these entry's can be saved for recalling later, by clicking on the File pulldown.   Select the path and filename to save this information.


Back at the Clearing 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 partial sample of the notes are shown below:

10/02/98                               PRA YELL 13(2) SECTION A
                                       EAST ENTRANCE ROAD
                                      Designer's Name Here
                                        CLEARING REPORT

CUT SLOPE ROUNDING             =       0.0000 m 
ADDITIONAL CLEARING IN CUT     =       3.0000 m 
ADDITIONAL CLEARING IN FILL    =       1.5000 m 
MINIMUM CLEARING WIDTH         =       0.0000 m 
SUBTOTALS EVERY     700.0000 m . BEGINNING AT STATION 10+700 METHOD INCR
ADDITIONAL CLEARING     VIA STATION RANGE .............................
11+000         TO 11+500         FOR LEFT SIDE          = 10.000     m 
11+800         TO 12+000         FOR RIGHT SIDE         = 8.000      m 
12+100         TO 12+500         FOR LEFT & RIGHT SIDES = 6.000      m 
.......................................................................         

STATION           CLEARING  DISTANCE     EXCEPTION     AREA      SUBTOTAL  AREAS  
                     LT       RT           WIDTH        m2          m2    HECTARES


 10+020.00 R 1    11.720    10.628              
                                           0.000        451
 10+040.00 R 1    11.920    10.760              
                                           0.000        462
 10+060.00 R 1    12.104    11.384              
                                           0.000        472
 10+080.00 R 1    12.142    11.477              
                                           0.000        479
 10+100.00 R 1    12.401    11.872              
                                           0.000        486
 10+120.00 R 1    12.470    11.855              
                                           0.000        490
 10+140.00 R 1    12.439    12.166              
                                           0.000        504
 10+160.00 R 1    12.631    13.068              



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