Last updated: February 2021

Notes:

  • All drawings on this page have been superseded or are obsolete. For current CB6 Standard Drawings, refer to CB-6 Highway Standard Plates – Active.
  • Revision triangles shown on the standard drawings are used to show revisions in the general area of the drawing and may not necessarily show each revision separately. A single revision triangle may identify several changes in the standard drawing. Users should compare the new version of a drawing to the previous version to determine all changes.
  • January 2008 - Microstation CAD files are no longer available for downloading.

Table of Contents

The following lists all inactive standard CB6 drawings. For current drawings, see CB-6 Highway Standard Plates – Active.

2.3 Drawings

Drawing No. Drawing Description Revision No. Date
2.3.C62 (OBSOLETE) Typical Highway Transitions (Two Lane Undivided, Four Lane Divided) 38m C.L. to C.L. Spacing   Mar/93
2.3.C63 (OBSOLETE) Typical Highway Transitions (2-Lane Undivided, 4-Lane Divided) 30m C.L. to C.L. Spacing   Mar/93
2.3.M1 (OBSOLETE) Standard Cross Section for RAU/RCU-209-110 (Use Where Existing AADT < 600) 3 Oct/06
2.3.M1A (SUPERSEDED) Standard Cross-Section for RAU/RCU-209-110 to Accommodate Future Overlay (Use Where Existing AADT > 600)   Jan/98
2.3.M1A (SUPERSEDED) Standard Cross-Section for RAU/RCU-209-110 1 Dec/02
2.3.M1A (SUPERSEDED) Standard Cross-Section for RAU/RCU-209-110 2 Jun/16/06
2.3.M1B (SUPERSEDED) Standard Cross-Section Using Modified Subgrade for RAU/RCU-209-110 (Use Where Surfacing Will Be Delayed for at Least Three Years) 2 Apr/98
2.3.M1B (SUPERSEDED) Standard Cross-Section Using Modified Subgrade for RAU/RCU-209-110 (Use Where Surfacing Will Be Delayed for at Least Three Years) 3 Jun/16/06
2.3.M5 (SUPERSEDED) Approach Treatment for Minor Intersecting Roadways 1 Jan/99
2.3.M14 (SUPERSEDED) Standard Cross-Section for Six-Lane Divided Highway RFD/RAD-616.6-130 3 Jun/97
2.3.M15 (SUPERSEDED) Standard Cross-Section for Four-Lane Divided Highway RFD-412.4-130 & RAD-412.4-120 3 Jun/97
2.3 M22 (SUPERSEDED) Fills at Bridge Ends 1 Jan/85
2.3.M26A (SUPERSEDED) Standard Cross-Section for RAU-213-130/120 2 Jan/03
2.3.M26A (SUPERSEDED) Standard Cross-Section for RAU-213-130/120 3 Jun/27/05
2.3.M26B (SUPERSEDED) Standard Cross-Section for RAU-211-110 2 Jan/03
2.3.M26B (SUPERSEDED) Standard Cross-Section for RAU-211-110 3 Jun/27/05
2.3.M27 (SUPERSEDED) Standard Cross-Section Through Muskeg or Adjacent to Open Water on 2-Lane Undivided Highways   Dec/89
2.3.M29G (OBSOLETE) Typical Flared "T" Intersection (For Day Use Area and Campsite Entrances)   Oct/85
2.3.M29H (OBSOLETE) Typical Flared "T" Intersection on a Two-Lane Highway (Access To Rest Area)   Oct/85
2.3.M34A (SUPERSEDED) Historical Sign, Truck and Roadside Turnouts   Jul/23/91
2.3.M34A (SUPERSEDED) Classification F.2.3 Two Lane Highway Safety Rest Area for Two Lane Highway (Typical) 1 Mar/21/06
2.3.M34A (OBSOLETE) Typical Safety Rest Area on Two Lane Highway 20 Year AADT < 3000 2 May/27/08
2.3.M34C (OBSOLETE) Roadside Turnouts for Oversized Vehicles 1 Jul/91
2.3.M34D (SUPERSEDED) Classification F.2.3 Two Lane Highway Safety Rest Area for Log Haul Routes 1 Mar/31/06
2.3.M34D (OBSOLETE) Typical Safety Rest Area on Two Lane Highways for Log Haul Routes 20 Year AADT <3000 2 Mar/07
2.3.M34E (OBSOLETE) Roadside Turnouts for Highload / Wide Load use (Near Point of Origin)   Dec/01
2.3M34F (OBSOLETE) Typical Safety Rest Area on Two Lane Highways 20 Year AADT > 3000 1 Mar/07
2.3M35A (OBSOLETE) Major Development Access Requirements for Undivided Highways   Oct/85
2.3.M35B (OBSOLETE) Major Development Access (Divided Highways)   Oct/85
2.3.M37A (SUPERSEDED) Ditch Rounding (1.0 m Depth)   Oct/85
2.3.M38 (OBSOLETE) Typical Ditch Check (Straw Bale Installation)   Aug/90
2.3.M40 (SUPERSEDED) Standard Cross-Section for RAU-210-110 2 Jun/98
2.3.M40 (SUPERSEDED) Standard Cross-Section for RAU-210-110 3 Mar/06
2.3.M40 (SUPERSEDED) Standard Cross-Section for RAU-210-110 4 Jun/16/06
2.3.M40A (OBSOLETE) Standard Cross-Section for RAU-210-110 to Accommodate Future Overlay (Use Where Existing AADT > 600)   Jan/98
2.3.M40B (SUPERSEDED) Standard Cross-Section using Modified Subgrade for RAU-210-110 (Use Where Surfacing Will be Delayed for at Least Three Years 2 Apr/98
2.3.M40B (SUPERSEDED) Standard Cross-Section using Modified Subgrade for RAU-210-110 (Use Where Surfacing Will be Delayed for at Least Three Years 3 Mar/31/06
2.3.M41 (SUPERSEDED) Standard Cross-Section for RCU-208-110/100 2 Jun/98
2.3.M41 (SUPERSEDED) Standard Cross-Section for RCU-208-110/100 3 Mar/06
2.3.M41 (SUPERSEDED) Standard Cross-Section for RCU-208-110/100 4 Jun/16/06
2.3.M41A (OBSOLETE) Standard Cross-Section for RCU-208-110/100 to Accommodate Future Overlay (Use Where Existing AADT > 600)   Jan/98
2.3.M41A (OBSOLETE) Standard Cross-Section for RCU-208-110/100 to Accommodate Future Overlay (Use Where Existing AADT > 600) 2 May/99
2.3.M42 (OBSOLETE) Standard Cross-Section for RLU-208-110/100 2 Jun/98
2.3.M42A (OBSOLETE) Standard Cross-Section for RLU-208-110/100 to Accommodate Future Overlay (Use Where Existing AADT > 600)   Jan/98
2.3.M43 (OBSOLETE) Standard Cross-Section for RLU-207-80   Dec/1989
2.3.M45 (SUPERSEDED) Median (Concrete Curb Asphalt Surfaced)    
2.3.M47 (SUPERSEDED) Median (Concrete Curb Asphalt Surfaced) 2 Feb/85
2.3.M49 (OBSOLETE) Standard Cross-Section for Service Roads RLU-208G-90 1 Oct/1998
2.3.M50 (OBSOLETE) Standard Cross-Section for Local Road RLU-208G-60 (RLU-207G-60)   Jul/1992
2.3.M51 (OBSOLETE) Standard Cross-Section for Local Road RLU-207G-50 (RLU-206G-40)   Jul/1992
2.3.M52 (OBSOLETE) Standard Cross-Section for One Lane Two-Way Local Road RLU-104G-50/40/30   Jul/1992
2.3.M53 (OBSOLETE) Standard Cross-Section for RLU-210G-100   Apr/2017

2.12 Drawings

Drawing No. Drawing Description Revision No. Date
2.12.M5 (SUPERSEDED) Class "E" Fence 4 Feb/02
2.12.M7 (SUPERSEDED) Class "F" Fence 2 Feb/02

2.13 Drawings

Drawing No. Drawing Description Revision No. Date
2.13.M7 (SUPERSEDED) Livestock Guard Standard Highway Type 7.32m Width 1 Jul/95
2.13.M11 (SUPERSEDED) Livestock Guard Standard Highway Type 9.145m Width 1 Jul/95

2.16 Drawings

Drawing No. Drawing Description Revision No. Date
2.16.M1 (OBSOLETE) Straw Bale Slope Barrier   Jan/96
2.16.M2 (OBSOLETE) Straw Bale Ditch Barrier   Aug/94
2.16.M3 (OBSOLETE) Rock Sediment Barrier   Jan/96
2.16.M4 (OBSOLETE) Geotextile Fence Barrier   Jan/96
2.16.M5 (OBSOLETE) Earth Dike Barrier   Jan/96
2.16.M6 (OBSOLETE) Soil Covering Fabric   Jan/96

2.7 Drawings

Drawing No. Drawing Description Revision No. Date
2.7.M3 (OBSOLETE) Precast Concrete Electric Service Box (43 cm x 76 cm)   Aug/19

3.4 Drawings

Drawing No. Drawing Description Revision No. Date
3.4.M2 (SUPERSEDED) Typical Plan and Half-Section for Asphaltic Concrete Pavement and Base Course at Intersection of Primary Highway with a Secondary Road or Road Allowance 1 Apr/81
3.4.M3 (SUPERSEDED) Asphalt Concrete Pavement/Asphalt Stabilized Base Course and Granular Base Course for Farm Entrance   Jan/91

3.35 Drawings

Drawing No. Drawing Description Revision No. Date
3.35.M1 (SUPERSEDED) Crack Repair Detail Mill and Fill 1 Mar/13

3.50 Drawings

Drawing No. Drawing Description Revision No. Date
3.50.M3 (SUPERSEDED) Typical Plan and Half-Section for Asphaltic Concrete Pavement Farm Entrance (Renumbered from 3.11.M3)   Dec/78
3.50.M5 (SUPERSEDED) Pavement Sideslope at Various Stages of "New Construction" Projects for RAU/RCU 210, RAU/RCU 209 and RCU 208 1 Jan /03
3.50.M5 (SUPERSEDED) Pavement Sideslope at Various Stages of "New Construction" Projects for RAU/RCU 210, RAU/RCU 209 and RCU 208 2 Jun/05
3.50.M5 (SUPERSEDED) Pavement Sideslope at Various Stages of "New Construction" Projects for RAU/RCU 210, RAU/RCU 209 and RCU 208 3 Apr/06
3.50.M6 (SUPERSEDED) Pavement Sideslope at Various Stages of "New Construction" Projects for RAD/RFD 412.4, RAU 213, RAU 212 and RAU 211 1 Jan/03
3.50.M6 (SUPERSEDED) Pavement Sideslope at Various Stages of "New Construction" Projects for RAD/RFD 412.4, RAU 213, RAU 212 and RAU 211 2 Jun/05
3.50.M7 (SUPERSEDED) Pavement Sideslope at Various Stages of "Widening" Type Projects for RAU/RCU 210, RAU/RCU 210, RAU/RCU 209 and RCU 208 1 Jan/03
3.50.M7 (SUPERSEDED) Pavement Sideslope at Various Stages of "Widening" Type Projects for RAU/RCU 210, RAU/RCU 210, RAU/RCU 209 and RCU 208 2 Jun/05
3.50.M8 (SUPERSEDED) Pavement Sideslope at Various Stages of "Widening" Type Projects for RAD/RFD 412.4, RAU 213, RAU 213, RAU 212 and RAU 211 1 Jan/03
3.50.M8 (SUPERSEDED) Pavement Sideslope at Various Stages of "Widening" Type Projects for RFD/RAD 616.6, RFD/RAD 412.4, RAU 213, RAU 212 and RAU 211 2 Jun/05
3.50.M8 (SUPERSEDED) Pavement Sideslope at Various Stages of "Widening" Type Projects for RFD/RAD 616.6, RFD/RAD 412.4, RAU 213, RAU 212 and RAU 211 3 Apr/06

3.52 Drawings

Drawing No. Drawing Description Revision No. Date
3.52.M1 (SUPERSEDED) Typical Layout for Continuous Milled Rumble Strips for Shoulders 6 Sept /03
3.52.M1 (SUPERSEDED) Typical Layout for Continuous Milled Rumble Strips for Shoulders 7 Jun/05/06
3.52.M1 (SUPERSEDED) Typical layout for Continuous Milled Rumble Strips for shoulders 8 May/11
3.52.M2 (SUPERSEDED) Typical Layout for Intermittent Milled Rumble Strips for Shoulders 6 Sept/03
3.52.M2 (OBSOLETE) Typical Layout for Intermittent Milled Rumble Strips for Shoulders

7

Jun/05/06
3.52.M3 (SUPERSEDED) Typical Layout for Milled Rumble Strips for Stop Conditions 3 Apr/01
3.52.M4 (SUPERSEDED) Typical Layout for Milled Rumble Strips for Centre Line   Sep/03
3.52.M4 (SUPERSEDED) Typical Layout for Milled Rumble Strips for Centre Line 1 Jun/05/06
3.52.M4 (SUPERSEDED) Typical Layout for Milled Rumble Strips for Centre Line 2 Sep/05/06
3.52.M4 (SUPERSEDED) Typical Layout for Milled Rumble Strips for Centre Line 3 May/15/07
3.52.M4 (SUPERSEDED) Typical Layout for Milled Rumble Strips for Centre Line 4 May/24/11
3.52.M4 (SUPERSEDED) Typical Layout for Milled Rumble Strips for Centre Line 5 Jul/11
3.52.M6T (SUPERSEDED) Typical Layout For Milled Edge Line Rumble Strips (GAP Pattern For Shoulders Less Than 0.6M)    Mar/18
3.52.M7T (SUPERSEDED) Typical Layout For Milled Edge Line Rumble Strips (GAP Pattern For Shoulders Less Than 0.6M to 1.5M)   Mar/18
3.52.M8T (SUPERSEDED) Typical Layout For Milled Edge Line Rumble Strips (GAP Pattern For Shoulders Greater Than 1.5M)   Mar/18

4.2 Drawings

Drawing No. Drawing Description Revision No. Date
4.2.M1 (OBSOLETE) Reinforced Concrete Roadway Barrier 3m Female Units Precast Half "F" Shape 1 Apr/15/05
4.2.M2 (OBSOLETE) Reinforced Concrete Roadway Barrier 3m Male Units Precast Half "F" Shape 1 Apr/15/05
4.2.M3 (OBSOLETE) Reinforced Concrete Roadway Barrier 5m Female End Units Precast Half "F" Shape 1 Apr/15/05
4.2.M4 (OBSOLETE) Reinforced Concrete Roadway Barrier 5m Male End Units Precast Half "F" Shape 1 Apr/15/05
4.2.M5 (OBSOLETE) Reinforced Concrete Roadway Barrier Male and Female Units Precast Half "F" Shape (3D view)   Apr/15/05
4.2.M6 (OBSOLETE) Reinforced Concrete Roadway Barrier Female Connection Details Precast "F" Shape 1 Apr/15/05
4.2.M7 (OBSOLETE) Reinforced Concrete Roadway Barrier Male Connection Details Precast Half "F" Shape 1 Apr/15/05
4.2.M8 (OBSOLETE) Reinforced Concrete Roadway Barrier 3m Female Units Precast "F" Shape   Apr/15/05
4.2.M9 (OBSOLETE) Reinforced Concrete Roadway Barrier 3m Male Units Precast "F" Shape   Apr/15/05
4.2.M10 (OBSOLETE) Reinforced Concrete Roadway Barrier 5m Female End Units Precast "F" Shape   Apr/15/05
4.2.M11 (OBSOLETE) Reinforced Concrete Roadway Barrier 5m Male End Units Precast "F" Shape   Apr/15/05
4.2.M12 (OBSOLETE) Reinforced Concrete Roadway Barrier Male and Female Units Precast "F" Shape (3D view)   Apr/15/05
4.2.MI3 (OBSOLETE) Reinforced Concrete Roadway Barrier Female Connection Details Precast "F" Shape   Apr/15/05
4.2.M14 (OBSOLETE) Reinforced Concrete Roadway Barrier Male Connection Details Precast "F" Shape   Apr/15/05
4.2.M16 (SUPERSEDED) Precast "F" Shape NCHRP 350 Test Level 3   Nov/23/04
4.2.M16 (SUPERSEDED) Precast "F" Shape NCHRP 350 Test Level 3

1

Sept/06

4.2.M47A (SUPERSEDED) Median (Concrete Curb, Asphalt Surface) 200 mm Curb 2 Feb/85
4.2.M88 (SUPERSEDED) Monolithic Concrete Sidewalk, Curb and Gutter (500 mm Gutter) 2 May/92
4.2.M89 (SUPERSEDED) Poured in Place Standard 150 mm Curb and 500 mm Gutter 2 May/92
4.2.M90 (SUPERSEDED) Rolled Monolithic Concrete Sidewalk, Curb and Gutter (500 mm Gutter) 2 May/92

4.3 Drawings

Drawing No. Drawing Description Revision No. Date
4.3.M1A (SUPERSEDED) Reinforced Concrete Med. Barrier Curb - NJ Shape (610 mm Wide) - with Type Barrier Connection   1977
4.3.M3 (SUPERSEDED) Slip-Formed Median Barrier - F Shape 3 Aug/04
4.3.M3A (SUPERSEDED) Slip-Formed Median Barrier - Half F Shape   Sep/04
4.3.M12 (SUPERSEDED) Precast Conc. Barrier Curb - NJ Shape   May/85

5.15 Drawings

Drawing No. Drawing Description Revision No. Date
5.15.M1 (SUPERSEDED) Details of Standard Sloped End Sections for C.M.P. Round Culverts   Nov/97
5.15.M2 (SUPERSEDED) Details of Standard Sloped End Sections for C.M.P. Arch Culverts   Apr/98
5.15.M9 (SUPERSEDED) Arched Corrugated Steel Pipe - Sloped End Installations   Oct/84

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