CADD Engineering Standards - Ohio Department of Transportation

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January 18, 2013 Spiral PS18512B Type 1 Spiral Element Angle 6° 27' 00.0" (LT) P 2.016 BK S 1° 03' 01.0" W LS 215.000 K 107.455 AH S 5° 23' 59.0" E R 954.930 LT 143.429 Defl 2° 08' 59.2" YS 8.060 ST 71.753 Deg 6° 00' 00.0" XS 214.728 LC 214.879 Spiral Coordinates *------------------* Point North East Station ----- ------------------- ------------------- ------------------- TS 721,044.089 1,360,571.641 60+28.872 PI 720,900.685 1,360,569.012 61+72.300 SC 720,829.250 1,360,575.764 62+43.872 CC 720,919.112 1,361,526.456 Circular Section Curve Data *----------* Curve PS18512 P.I. Station 67+07.858 N 720,367.323 E 1,360,619.427 Delta = 51° 49' 44.0" (LT) Degree = 6° 00' 00.0" Tangent = 463.986 Length = 863.815 Radius = 954.930 External = 106.755 Long Chord = 834.663 Mid. Ord. = 96.020 P.C. Station 62+43.872 N 720,829.250 E 1,360,575.764 P.T. Station 71+07.687 N 720,116.172 E 1,361,009.564 C.C. N 720,919.112 E 1,361,526.456 Back = S 5° 23' 59.0" E Ahead = S 57° 13' 43.0" E Chord Bear = S 31° 18' 51.0" E Spiral Ahead Spiral PS18512A Type 2 Spiral Element Angle 6° 27' 00.0" (LT) P 2.016 BK S 57° 13' 43.0" E LS 215.000 K 107.455 AH S 63° 40' 43.0" E R 954.930 LT 143.429 Defl 2° 08' 59.2" YS 8.060 ST 71.753 Deg 6° 00' 00.0" XS 214.728 LC 214.879 Spiral Coordinates *------------------* Point North East Station ----- ------------------- ------------------- ------------------- CS 720,116.172 1,361,009.564 71+07.687 PI 720,077.333 1,361,069.896 71+79.440 ST 720,013.736 1,361,198.455 73+22.687 CC 720,919.112 1,361,526.456 ------------------------------------------------------------------------------ Ending SCS PS18512 description End Region 1 Equation: Sta 73+22.687 (BK) = Sta 74+15.378 (AH) ---------------- Begin Region 2 Point CS01 N 720,013.736 E 1,361,198.455 Sta 74+15.378 Course from CS01 to PI13 S 63° 40' 43.0" E Dist 595.782 Point PI13 N 719,749.563 E 1,361,732.466 Sta 80+11.160 =============================================================================== Ending chain CLPS185 description 98 ODOT CADD Engineering Standards
504.3 Vertical Alignment ASCII Reports January 18, 2013 When vertical alignment reports in ASCII text format are required, the following information shall be included in the ASCII reports: • Station and elevation for all vertical alignment key-points (VPI, VPC, VPT, etc.) • Entrance and exit grades for vertical curves. • Vertical curve length. • K-Value for each vertical curve. • Stopping sight distance for crest vertical curves. • Station equations. • All stations, distances, grades, and elevations shall be shown to three decimal places. The vertical alignment reports shall be stored in the \geopak\output directory using the following file naming convention: nnnnn_Profile_Name.txt nnnnn = Five digit PID Number Name = The GEOPAK COGO Chain name Example: 12345_Profile_PS185P.txt Each vertical alignment report shall be stored as a separate ASCII text file. The GEOPAK Print Profile command can be used to generate an ASCII report containing the required information. From the GEOPAK Coordinate Geometry dialog, select Element > Profile > Utility to access the dialog shown below, select the desired profile, and then select Print. ODOT CADD Engineering Standards 99
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Ohio Department of Transportation C
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Table of Contents January 18, 2013
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January 18, 2013 307 GEOPAK Project
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100 GENERAL 101 Introduction Januar
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200 CADD STANDARDS 201 Installation
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Alternate Configuration Files There
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202.3 ByLevel Considerations Januar
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Bridge General Gen - SV Bridge Pres
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202.5 Priority and Transparency Jan
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January 18, 2013 You do not need to
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Transparency January 18, 2013 Trans
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January 18, 2013 The Transparency v
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204.2 Types of Line Styles ODOT CAD
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January 18, 2013 The following deta
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GEOPAK Placement (Existing and Prop
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Survey Processing (Existing Basemap
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January 18, 2013 When attaching Ref
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Bridge Design Files: January 18, 20
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206.3 Cell Libraries January 18, 20
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ODOT CADD Standards contain two (2)
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January 18, 2013 The following proc
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January 18, 2013 The following opti
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Survey Processing (Existing Basemap
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January 18, 2013 Changing the Annot
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207.2 Text Size January 18, 2013 St
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January 18, 2013 Selecting a Text S
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Page 57 and 58: 208 Seed Files 208.1 General Januar
Page 59 and 60: 211 Working Units 211.1 General Jan
Page 61 and 62: 214 GEOPAK Criteria Files 214.1 Gen
Page 63 and 64: 300 FILE MANAGEMENT 301 General 301
Page 65 and 66: January 18, 2013 Figure 302-1 Minor
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Page 71 and 72: 303 References 303.1 General Januar
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Page 75 and 76: 303.2.3 Model Properties January 18
Page 77 and 78: 303.2.4 Referencing Models January
Page 79 and 80: January 18, 2013 Final plan sheets
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Page 83 and 84: Supplemental Description Examples:
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Page 87 and 88: Figure 304-1 File Name Type Codes B
Page 89 and 90: SIGNAL SHEETS Notes - CN General Su
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Page 93 and 94: COGO Right of Way Elements Chains R
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Page 103 and 104: Figure 503-2 504 CADD File Requirem
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Page 116 and 117: January 18, 2013 The XS Reports dia
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Page 120 and 121: Appendix A - CADD Information Table
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Appendix A - CADD Information Table
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Appendix E - Electronic Submission
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APPENDIX F - Level Scale Factors Re
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CADD Engineering Standards - Ohio Department of Transportation

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