| DOT > DOH > PRECONSTRUCTION > HIGHWAY DESIGN BRANCH > ROADWAY DESIGN > CRITERIA2000 |
| Point | Marked By | Description |
| 1 | TMPLT | Point 1 is always marked at the horizontal location of point 5 at grade elevation. The method for locating the grade elevation is dependent on the configuration type. The exception is when the existing edge of pavement (and point 5 ) is located outside the edge of the shape. In this case, point 1 will be marked at the horizontal location of the edge of the shape at grade elevation. The purpose of point 1 is to have a starting point, common to all widening configurations, to draw the template out to the horizontal location of point 2. Point 1 is not actually used by configurations 0. |
| 2 | TMPLT | Point 2 is always marked at the xcode origin, which should be the edge of the GEOPAK shape, (pavement marked point p1 ). |
| 3 | TMPLT | Point 3 is used in conjunction with point 8. See description of point 8. |
| 5 | TMPLT | Point 5 is used to mark the horizontal location of the edge of existing pavement by configurations 1 through 3. This is achieved by starting at point 2 and skipping out level to the distance defined by "TM* EOP SEARCH RANGE", then skipping back in towards the shape to intersect the DEFINE_DGN element "EXIST EOP". For configuration 0, point 5 is marked at the right edge of the shape only to avoid referencing an unmarked point. |
| 6 | ALL | Point 6 is used as a temporary place holder. |
| 8 | TMPLT | Points 3 and 8 mark the pavement slope at the edge of the travel lane. Since some of the template configurations draw templates which are sloped contrary to the GEOPAK shape, subsequent criteria like shld and cc that require pavement slope as a control, use internal variables. The value of these internal variables is computed using points 3 and 8. This is necessary because the shld and cc criteria have no means of determining what template configuration was used. To have added this capability would have diminished the generic character of these criteria, and made the files larger and therefore slower. The use of points 3 and 8, and the internal variable in this manner is deemed more economical in the long run. Point 3 is always marked at the edge of the template, except by configurations 1 and 2. Configuration 1 marks point 3 at point 1, and configuration 2 marks point 3 at the edge of the GEOPAK shape.Configurations 0, 2 and 3 mark point 8 at pavement marked point p2. Configuration 1 marks point 8 one foot inside point 3 at the elevation on existing ground adjusted by "RESURFACE DEPTH". |
| 20 | TMPLT | Point 20 always marks the edge of the travel lane, and is used by most subsequent criteria. |
| 21 | SHLD | Point 21 is the actual shoulder point. |
| 22 | SHLD | Point 22 is the edge of paved shoulder. |
| 23 | SHLD | Intermediate rollover breakpoint |
| 25 | SHLD | In trench sections, 25 marks the point at which the subgrade 1:1 slope intersects the shoulder finished grade. |
| 27 | SHLD | For shoulder configuration case 5 (Standard 560.02 Sheet 3 of 3), point 27 marks the edge of the non-fulldepth paved shoulder. |
| 28 | SHLD | Marks the tentative shoulder point when the shoulder width is defined by a plan view DGN element. |
| 31 | LDSS, ADSS, FDSS and CSLP | Slope stake point. |
| 33 | LDSS, ADSS and FDSS | Point 33 is the ditch point for all types of standard slope criteria. |
| 35 | ADSS & FDSS | Point 35 is the standard cut hinge point used by freeway and arterial standard slope criteria. |
| 38 | LDSS, ADSS and FDSS | Marks the tentative location of the widened shoulder when guardrail widening is being considered. |
| 40 | LDSS, ADSS, FDSS & CSLP | Tentative variable slope marker (2:1) |
| 41 | LDSS, ADSS, FDSS & CSLP | Tentative variable slope marker (3:1) |
| 42 | LDSS, ADSS, FDSS & CSLP | Tentative variable slope marker (4:1) |
| 43 | LDSS, ADSS, FDSS & CSLP | Tentative variable slope marker (5:1) |
| 44 | LDSS, ADSS, FDSS & CSLP | Tentative variable slope marker (6:1) |
| 45 | LDSS, ADSS, FDSS & CSLP | Tentative variable slope marker (hinge point) |
| 46 | LDSS, ADSS, FDSS & CSLP | Marks Shearpoint location on the ground |
| 47 | LDSS, ADSS, FDSS & CSLP | Marks Shearpoint location on sheared slope |
| 59 | CC | Origin point of curb or gutter, either on edge of pavement or shoulder point |
| 60 | MANY | Used to locate subgrade intersections |
| 61 | CC | Typically, marks the top back corner of curb |
| 62 | CC | Typically, marks the end of berm behind curb |
| 63 | CC | Marks the bottom of curb/gutter under the point of origin |
| 64 | CC | Marks the toe of base course under c&G |
| 65 | CC | Marks the bottom of curb/gutter at back side. |
| 66 | CC | Marks bottom of base course under point of origin |
| 67 | CC | Marks intersection of subgrade and berm slope |
| 68 | CC | Marks top of curb face |
| 69 | CC | Marks the subgrade point of the previous feature, under the point of origin |
| 70 | CC | Marks flow line elevation point, usually at base of curb. |
| 71 | CC,LDSS | Marks horizontal location of CHANNEL ORIGIN |
| 72 | MCC | Marks back of curb at base for median right side curb |
| 76 | MDNBW | Marked at subgrade of origin point on left cluster |
| 77 | MDNBW | Marked at subgrade of origin point on right cluster. |
| 80 | MDNDS | Left median edge of pavement |
| MDNBW | Marked at origin point of left cluster | |
| 81 | MDNDS | Left median shoulder point |
| MDNBW | Marked at origin point of right cluster | |
| 82 | MDNDS | Median ditch point |
| MDNBW | Actual location of toe of wall on right side | |
| 83 | MDNDS | Left median subgrade shoulder point |
| MDNBW | Actual location of toe of wall on left side | |
| 84 | MDNDS | Tentative ditch point at grade using warrant slope |
| MDNBW | Top of wall on left side. (Left wall Config = 2) | |
| 85 | MDNDS | Tentative ditch point at grade using max slope |
| MDNBW | Top of wall on right side.(Left wall Config = 2) | |
| 87 | MDNDS | Median ditch point raised to subgrade tie elevation |
| MDNBW | Top of wall on left side of right wall, Config = 2. | |
| 88 | MDNDS | Left subgrade tie point |
| MDNBW | Top of wall on right side of right wall, Config = 2. | |
| 89 | MDNDS | Right subgrade tie point |
| MDNBW | Right subgrade corner of wall. | |
| 90 | MDNBW | Left subgrade corner of wall. |
| 91 | MDNBW | Breakpoints of sides of walls. |
| 92 | MDNBW | Breakpoints of sides of walls. |
| 93 | MDNBW | Breakpoints of sides of walls. |
| 94 | MDNBW | Breakpoints of sides of walls. |
| 95 | MDNBW | Used to mark vertical height of walls |
| 96 | MDNBW | Marks inside subgrade corner of left wall, config = 2. |
| 97 | MDNBW | Marks inside subgrade corner of right wall, config = 2. |
| 98 | MDNBW | Used to mark vertical height of right wall, config = 2. |
| 100 | ANY | Another temporary scratch point, the other is point 6 |
| 120 | shld | Subgrade equiv of 20 |
| 121 | shld | Subgrade equiv of 21 |
| 122 | shld | Subgrade equiv of 22 |
| 123 | shld | Subgrade equiv of 23 |
| 140 | LDSS, ADSS, FDSS & CSLP | Marks left cluster hingepoint when resolving intersecting slopes |
| 141 | LDSS, ADSS, FDSS & CSLP | Marks left cluster slopestake when resolving intersecting slopes |
| 142 | LDSS, ADSS, FDSS & CSLP | Marks the slope intersection point when resolving intersecting slopes |
| 143 | LDSS, ADSS, FDSS & CSLP | Marks left cluster FILL sub-grade hingepoint when resolving intersecting slopes |
| 144 | LDSS, ADSS, FDSS & CSLP | Marks tentative widened shoulder point on left cluster |
| 140 | BRDG | Marks bottom left edge of bridge deck |
| 141 | BRDG | Marks bottom right edge of bridge deck |
| 190 | SUB MarkVCPoints | |
| 191 | SUB MarkVCPoints | |
| 192 | SUB MarkVCPoints | |
| 193 | SUB MarkVCPoints | |
| 194 | SUB MarkVCPoints | |
| 195 | SUB MarkVCPoints | |
| 196 | SUB MarkVCPoints | |
| 197 | SUB MarkVCPoints | |
| 200 | SHLD | Marks toe of bituminous pavement slope, whether it be on subgrade or on top of aggregate |
| 201 | SHLD | Marks edge of aggregate bench. |
| 202 | SHLD | Marks toe of pavement layer slope on subgrade, whether it be bituminous or aggregate |
| 220 | CC, LDSS | Marks horizontal location of CHANNEL ORIGIN |
| 228 | LDSS, ADSS, FDSS & CSLP | Premarks points for subsequent channelization criteria |
| 229 | LDSS, ADSS, FDSS & CSLP | Premarks points for subsequent channelization criteria |
| 259 | CH | Origin point of curb or gutter, either on edge of pavement or shoulder point |
| 261 | CH | Typically, marks the top back corner of curb |
| 262 | CH | Typically, marks the end of berm behind curb |
| 263 | CH | Marks the bottom of curb/gutter under the point of origin |
| 264 | CH | Marks the toe of base course under c&G |
| 265 | CH | Marks the bottom of curb/gutter at back side. |
| 266 | CH | Marks bottom of base course under point of origin |
| 267 | CH | Marks intersection of subgrade and berm slope |
| 268 | CH | Marks top of curb face |
| 269 | CH | Marks the subgrade point of the previous feature, under the point of origin |
| 270 | CH | Marks flow line elevation point, usually at base of curb. |
| 300 | SUB DRAWGOREAREA | |
| 301 | SUB DRAWGOREAREA | |
| 302 | SUB DRAWGOREAREA | |
| 303 | SUB DRAWGOREAREA | |
| 399 | TMPLT | Marks the subgrade point at edge of existing pavement for widening configurations |
| 400 | CSLP | Marked at origin point of catch slope. |
| 402 | CSLP | Tentative variable slope marker (2:1) |
| 403 | CSLP | Tentative variable slope marker (3:1) |
| 404 | CSLP | Tentative variable slope marker (4:1) |
| 405 | CSLP | Location of guardrail element in plan view file. |
| 520 | SUB DRAWPDTMSEGMENTS | |
| 629 | DDE | Marked on fill slope for slope calculations. |
| 630 | DDE | Marked on ground at origin (usually the fill slope stake) |
| 631 | DDE | Marked at end of berm |
| 632 | DDE | Marked at inside edge of base. |
| 633 | DDE | Marked at outside edge of base |
| 634 | DDE | Marked at back slope catch point |
| 635 | DDE | Temporary marker point |
| 645 | sub FindSlopeStake VL&DDE | Temporary marker point |
| 646 | sub FindSlopeStake VL&DDE | Temporary marker point |
| 647 | sub FindSlopeStake VL&DDE | Temporary marker point |
| 648 | sub FindSlopeStake VL&DDE | Temporary marker point |
| 700 | CULV | Marked at xpgl, ypgl |
| 701 | CULV | Marks left bottom corner of barrel bores. |
| 702 | CULV | Marks left bottom corner of barrel bores. |
| 703 | CULV | Marks left bottom corner of barrel bores. |
| 704 | CULV | Marks left bottom corner of barrel bores. |
| 705 | CULV | Marks left bottom corner of barrel bores. |
| 706 | CULV | Marks left bottom corner of barrel bores. |
| 707 | CULV | Marks left bottom corner of barrel bores. |
| 708 | CULV | Marks left bottom corner of barrel bores. |
| 709 | CULV | Marks left bottom corner of barrel bores. |
| 710 | CULV | Marks ceiling elevation at grade point. |
| 711 | CULV | Marks left bottom corner of structure |
| 712 | CULV | Marks right bottom corner of structure |
| 713 | CULV | Marks left slope toe. |
| 714 | CULV | Marks right slope toe. |
| 715 | CULV | Marks top of left pile at max height |
| 716 | CULV | Marks top of right pile at max height |
| 717 | CULV | Marks left slope stake |
| 718 | CULV | Marks right slope stake |
| 800 | VLINE | Used to initialize or increment the _d_VLine_Counter variable. |
| 801 | VLINE | Used as a semi-temporary checkpoint |
| 802 | VLINE | Used as a semi-temporary checkpoint |
| 803 | VLINE | |
| 804 | VLINE | |
| 805 | VLINE | |
| 820 | SUB SUPERBAR | |
| 821 | SUB SUPERBAR | |
| 822 | SUB SUPERBAR | |
| 823 | SUB SUPERBAR | |
| 824 | SUB SUPERBAR | |
| 825 | SUB SUPERBAR | |
| 826 | SUB SUPERBAR | |
| 827 | SUB SUPERBAR | |
| 831 | SUB SUPERBAR | |
| 832 | SUB SUPERBAR | |
| 833 | SUB SUPERBAR | |
| 834 | SUB SUPERBAR | |
| 835 | SUB SUPERBAR | |
| 836 | SUB SUPERBAR | |
| 837 | SUB SUPERBAR | |
| 840 | SUB SUPERBAR | |
| 841 | SUB SUPERBAR | |
| 899 | SUB LabelSlopeStakeElevation | |
| 940 | DDE |