Sample Criteria- Pattern by DGN

XSECTION

PROPOSED XS

/* >>> For english, reset the tolerance to 0.10 <<< */
Tolerance = 0.10

PATTERN DGN = [TIP]_RDY_PAT_[DESC].DGN
PATTERN SET
JOB NUMBER = RDY
BASELINE = L
HORIZ SCALE = 10
VERT SCALE = 10
TYPE = LINE,LINE_STRING
LVNAME = Pattern 1

DEFINE "TM01 CONFIG" 3

DEFINE "SH01 WIDTH CUT" 12
DEFINE "SH01 WIDTH FILL" 12
DEFINE "SH01 SLOPE" 0.08
DEFINE "SH01 PAVED" 4

DEFINE "SH02 WIDTH CUT" 8
DEFINE "SH02 WIDTH FILL" 8
DEFINE "SH02 SLOPE" 0.08
DEFINE "SH02 PAVED" 6

DEFINE "MDS01 METHOD" 0
DEFINE "MDS01 DITCH SLOPE" 6

DEFINE "FD01 DITCH WIDTH" 12
DEFINE "FD01 DITCH SLOPE" 6

DEFINE "PAVEMENT DEPTH" 18
DEFINE "RESURFACE DEPTH" 3

DEFINE "EOP IN XSC" 0

DEFINE_DGN "EXIST DGN EOP"\
   DGN = [TIP]_RDY_EOP_[DESC].DGN\
   TYPE = LINE,LINE_STRING,ARC,CURVE\
   LVNAME = EXIST ROADS EOP /* >>> use "Old_Level_3" instead of "Exist Roads EOP" if topo is old. <<< */

/* >>> For english, change the extension from .met to .eng <<< */
include L:\standard.eng

CRITERIA FOR SHAPE CLUSTER
SHAPE CLUSTER BASELINE = L
SHAPE CLUSTER PROFILE = L
SHAPE CLUSTER TIE = -23

SIDE SLOPE LT
   include L:\tmplt01.cri
   include L:\shld01.cri
   include L:\fdss01.cri

SIDE SLOPE RT
   include L:\tmplt01.cri
   include L:\shld02.cri
   include L:\mdnds01.cri

CRITERIA FOR SHAPE CLUSTER
SHAPE CLUSTER BASELINE = L
SHAPE CLUSTER PROFILE = L
SHAPE CLUSTER TIE = 23

SIDE SLOPE LT
   include L:\tmplt01.cri
   include L:\mdnds01.cri
   include L:\shld02.cri

SIDE SLOPE RT
   include L:\tmplt01.cri
   include L:\shld01.cri
   include L:\fdss01.cri

SHAPE DGN = [TIP]_RDY_SHP_[DESC].DGN
SHAPE SET
TYPE = CMP_SHAPE
LVNAME = Prop Geopak Pavement Shape Dependent
LVNAME = Prop Geopak Pavement Shape Independent

XS DGN = [TIP]_RDY_XSC_[DESC].DGN
EXISTING GROUND LINE
TYPE = LINE,LINE_STRING
LVNAME = Exist XS Ground Line

PLOT PARAMETERS
LINE
LVNAME= Prop XS Dump Level

PAVEMENT THICKNESS = 0.0
DO NOT FILL GAPS BETWEEN CLUSTERS
WRITE XS INTO DGN = [TIP]_RDY_XSC_[DESC].DGN

 

 

 


Disclaimer: The content on the CADD Tutorial Web Pages are to be use as a general guide in producing a set of NCDOT Roadway plans. It should not be used as the sole reference to seal a set of plans. All other official manuals, such as THE ROADWAY DESIGN MANUAL and AASHTO A POLICY ON GEOMETRIC DESIGN OF HIGHWAYS AND STREETS (The "Green" Book) take precedence. The content contained on the CADD Tutorial web pages has no legal merit.