Last Updated August 2019

Notes:

  • All drawings on this page are current. For superseded and obsolete drawings, refer to CB-6 Highway Standard Plates - Inactive.
  • 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 current standard CB-6 drawings. Superseded and obsolete drawings can be found on this page: CB-6 Highway Standard Plates - Inactive.

2.3 Drawings

Drawing No. Drawing Description Revision No. Date
2.3.C22 "T"-Intersection Treatment (Type Ia) (Two-Lane Highway)   Feb/23/93
2.3.C23 Intersection Treatment (Type Ib)  (Two-Lane Highway)   Feb/23/93
2.3.C24B "T"-Intersection Treatment (Type IIa) Main Road Designation RAU-211.8-110   Feb/23/93
2.3.C24D "T"-Intersectional Treatment (Type IIa) Main Road Designation RAU-209-110   Feb/23/93
2.3.C25B Intersectional Treatment (Type IIb) Main Road Designation RAU-211.8-110   Feb/23/93
2.3.C25D Intersectional Treatment (Type IIb) Main Road Designation RAU-209-110   Feb/23/93
2.3.C26B Intersectional Treatment (Type IIc) Main Road Designation RAU-211.8-110   Feb/23/93
2.3.C26D Intersectional Treatment (Type IIc) Main Road Designation RAU-209-110   Feb/23/93
2.3.C27B "T"-Intersectional Treatment (Type IIIa) Main Road Designation RAU-211.8-110   Feb/23/93
2.3.C27D "T"-Intersectional Treatment (Type IIIa) Main Road Designation RAU-209-110   Feb/23/93
2.3.C28B Intersectional Treatment (Type IIIb) Main Road Designation RAU-211.8-110   Feb/23/93
2.3.C28D Intersectional Treatment (Type IIIb) Main Road Designation RAU-209-110   Feb/23/93
2.3.C29B Intersectional Treatment (Type IIIc) Main Road Designation RAU-211.8-110   Feb/23/93
2.3.C29D Intersection Treatment (Type IIIc) RAU-209-110   Feb/93
2.3.C30B Intersection Treatment (Type IIId) RAU-211.8-110   Feb/93
2.3.C30D Intersection Treatment (Type IIId) RAU-209-110   Feb/93
2.3.C31B "T"-Intersection Treatment (Type IVa) RAU-211.8-110  

Feb/93
2.3.C31D "T"-Intersection Treatment (Type IVa) RAU-209-110  

Feb/93
2.3.C32B Intersection Treatment (Type IVb) RAU-211.8-110  

Feb/93
2.3.C32D Intersection Treatment (Type IVb) RAU-209-110  

Feb/93
2.3.C33B Intersection Treatment (Type IVc) RAU-211.8-110  

Feb/93
2.3.C33D Intersection Treatment (Type IVc) RAU-209-110  

Feb/93
2.3.C34B "T"-Intersection Treatment (Type IVd) RAU-211.8-110  

Feb/93
2.3.C34D "T"-Intersection Treatment (Type IVd) RAU-209-110  

Feb/93
2.3.C56 Major Road Intersection on Four Lane Divided Highway  

Mar/93
2.3.C57 Minor Road Intersection on Four Lane Divided Highway  

Mar/93
2.3.C58 Major-Minor Road Intersection on Four Lane Divided Highway  

Mar/93
2.3.C59 Major "T" Intersection on Four Lane Divided Highway  

Mar/93
2.3.C60 Minor "T" Intersection on Four Lane Divided Highways  

Mar/93
2.3.C61 Rural Frontage Service Road Intersection on Four Lane Divided Highways  

Mar/93
2.3.C62 Typical Highway Transitions (Two Lane Undivided, Four Lane Divided) 38m C.L. to C.L. Spacing  

Mar/93
2.3.C63 Typical Highway Transitions (2-Lane Undivided, 4-Lane Divided) 30m C.L. to C.L. Spacing  

Mar/93
2.3M1A Standard Cross-Section for RAU / RCU-209-110

1

Apr/17
2.3.M1B Standard Cross Section Using Modified Subgrade for RAU / RCU-209-110

4

Apr/17
2.3M2 Geometric Guidelines and Paving Limits of Intersecting Roadways at Time of Grading and /or First Stage Paving of Highway

2

Mar/07
2.3M3 Geometric Guidelines and Paving Limits of Farm (Residential) Accesses at Time of Grading and or First Stage Paving of Highway

2

Mar/07
2.3M3A Geometric Guidelines and Paving Limits of Field Accesses at Time of Grading and /or First Stage Paving of Highway  

Mar/07
2.3.M4 Approach Treatment for Major Intersecting Roadways

1

Jan/99
2.3.M5 Approach Treatment for Minor Intersecting Roadways

2

Mar/31/06
2.3.M5A Approach Treatment for Minor Access to Low Speed Local Roads (Design Speed < 80 km/h)  

Jul/92
2.3.M6 Typical Cross-Section for RCU-208P-80 (Highway within Provincial Park Boundary)  

Dec/89
2.3.M14 Standard Cross-Section for Six-Lane Divided Highway RFD / RAD-616.6-130

1

Apr/17
2.3.M15 Standard Cross-Section for Four-Lane Divided Highway RFD-412.4-130 & RAD-412.4-120

1

Apr/17
2.3.M21A Log Haul Intersection Type 1 Right Turn from Minor Road  

Jan/93
2.3.M21B Log Haul Intersection Type 2 Left Turn from Minor Road  

Jan/93
2.3.M21C Log Haul Intersection Type 3  

Jan/93
2.3.M21D Log Haul Intersection Type 4a  

Jan/93
2.3.M21E Log Haul Intersection Type 4b  

Jan/93
2.3.M21F Log Haul Intersection Type 5a  

Jan/93
2.3.M21G Log Haul Intersection Type 5b  

Jan/93
2.3.M21H Log Haul Intersection Type 5c   Jan/93
2.3.M21I Log Haul Intersection Type 6   Jan/93
2.3.M26A Standard Cross-Section for RAU-213-130 / 120

1

Apr/17
2.3.M26B Standard Cross Section for RAU-211-110

1

Apr/17
2.3.M27 Std. Cross-Section through Muskeg or Adj. to Open Water on Two-Lane Undivided Highways

1

Apr/17
2.3.M30 Proposed Staged Construction for Traffic Accommodation

1

Mar/87
2.3.M34A Typical Safety Rest Area on Two Lane Highway

2

May/27/08
2.3.M34B Roadside Turnouts on Recreational Roads  

Jul/91
2.3.M34D Typical Safety Rest Area On Two Lane Highways for Log Haul Routes 20 Year AADT <3000

2

Mar/07
2.3.M34E Roadside Turnouts for Highload / Wide load Use (Near Point of Origin)  

Dec/01
2.3.M34F Typical Safety Rest Area on Two Lane Highways 20 Year AADT > 3000

1

Mar/07
2.3.M35A Major Development Access Requirements for Undivided Highways  

Oct/85
2.3.M36 Typical Cross-Section for Recreational Access Road RLU-207P

1

Dec/86
2.3.M37A Rounded Ditch (1.0m Depth) Approximation for Design Plotting and Work Stakes

1

Jun/94
2.3.M37B Ditch Rounding (0.6 m Depth for Semi-Urban Areas)  

Oct/85
2.3.M39 Ditch Block  

Nov/86
2.3.M40 Standard Cross-Section for RAU-210-110  1 Apr/17
2.3.M40B Standard Cross-Section using Modified Subgrade for RAU-210-110 4

Apr/17
2.3.M41 Standard Cross-Section for RCU-208-110/100 1 Apr/17
2.3.M43 Standard Cross-Section for RLU-207-80   Dec/89
2.3.M44 Standard Cross-Section for RCU-211L-110 (Log Haul Resource Roads) 1 Jun/93
2.3.M45 Standard Cross-Section in Rock Cut on Two-Lane Undivided Highways  1 Apr/17
2.3.M46 Temporary Pipeline Crossing for Haul Road   May/83
2.3.M47 Median (Concrete Curb, Asphalt Surface) 3 Mar/31/06
2.3.M49 Standard Cross Section for Service Roads RLU-208G-90 1 Oct/98
2.3.M50 Standard Cross Section for Local Road RLU-208G-60 (RLU-207G-60)   Jul/92
2.3.M51 Standard Cross Section for Local Road RLU-207G-50 (RLU-206G-40)   Jul/92
2.3.M52 Standard Cross Section for One Lane Two-Way Local Road RLU-104G-50/40/30   Jul/92
2.3.M53 Standard Cross Section for RLU-210G-100    Apr/17
2.3.M54 Standard Cross Section for RAU-212-120 / 110    Apr/17
2.3.M55 Standard Cross Section for RAU-208-110 / 100    Apr/17
2.3.M56 Typical Cross-Section for Grade Widening 3 Dec/00
2.3.M57 Typical Cross-Section for Grade Widening for Offset Guardrail   Jul/95
2.3.M58 Typical Cross-Section for Sideslope Improvement 1 Apr/98

2.4 Drawings

Drawing No. Drawing Description Revision No. Date
2.4.M1 Corrugated Metal Pipe Culvert Installation (Open-Cut Method)   Nov/94
2.4.M2 Typical Reinforced Concrete Pipe Installation Through Side Entrances   May/79
2.4.M3 Typical Reinforced Concrete Pipe Installation (Rubber Gasket Joint)   May/79
2.4.M4 Details of Corrugated Steel Downdrain Pipe   May/81
2.4.M5 Typical Cross-Section of Reinforced Concrete Pipe Culvert Installation for Median Drainage   Apr/79
2.4.M6 Typical Cross-Section C.S.P. Median Drain Inlet 1 Jan/99
2.4.M7 Sloped End Installations for Round Section Corrugated Steel Pipe   Feb/92
2.4.M8 Typical Cross-Section C.S.P. Installation for Median Drainage   Apr/79
2.4.M9 Sloped End Installations for Plastic Culverts 2 Jun/93
2.4.M11 Details of Corrugated Steel, Downdrain Pipe (with Storm Drain Inlet)   May/79
2.4.M12 Typical Section Drop Inlet Installation into Corrugated Steel Cross Culvert (from 400 mm to 1200 mm Inlet Pipe) 1 Feb/85
2.4.M13 Typical Section C.S.P. Drop Inlet Assemblies 2 Feb/85
2.4.M14 Typical Reinforced Concrete Pipe Installation (Rubber Gasket Joint)   May/79
2.4.M15 Typical Reinforced Concrete Pipe Installation   May/79
2.4.M17 Details of Half-Round C.S.P. Downslope Drain   May/80
2.4.M18 Culvert Installation By Trenching   Jun/95
2.4.M19 Culvert Installation By Coring and Trenching   Jun/95
2.4.M20 Details of Outlet Drain Pipe (Renumbered from 3.11.M10)   Oct/98

2.5 Drawings

Drawing No. Drawing Description Revision No. Date
2.5.M1 Hand-Laid Rock Rip-Rap (Rock or Sacked Material)   Nov/94

2.7 Drawings

Drawing No. Drawing Description Revision No. Date
2.7.M1 Details of Underground Conduit Installation   Mar/79
2.7.M2 Typical Electrical Conduit Installation   Dec/84

2.10 Drawings

Drawing No. Drawing Description Revision No. Date
2.10.M1 Storm Drain Grate (600 mm x 900 mm - Storm Drain Inlet) 2 Feb/85
2.10.M2 Concrete Storm Drain Inlet (Std. 1.2 m - 600 x 900 mm Opening) 1 Feb/87
2.10.M3 Concrete Storm Drain Inlet 1200 mm Rubber Gasket Reinforced Concrete Pipe 1 Feb/85
2.10.M4 1200 mm Diameter Precast Concrete Sump Drain 1 Dec/86
2.10.M5 Storm Drain Grate (for 600 x 900 mm Opening - Linear Bars)   May/79
2.10.M6 Storm Drain Inlet (900 x 1200 mm Opening - 1.4 m Height) 1 Dec/86
2.10.M7 Storm Drain Grate (900 x 1200 mm Opening - Linear Bars) 1 Feb/85
2.10.M8 Concrete Storm Drain Inlet 600 x 900 mm Opening (Cast in Place) 1 Feb/85
2.10.M9 1200 mm Diameter Precast Concrete Manhole 1 Feb/85
2.10.M10 Concrete Storm Drain Inlet (900 x 1200 mm Opening) 1 Dec/86
2.10.M11 Storm Drain Grate (900 x 1200 mm Opening - with Cross Bars) 1 Feb/85
2.10.M12 Concrete Storm Drain Inlet (Std. 1.2 m Height - 600 x 900 mm Opening) 1 Feb/85
2.10.M14 Precast Reinforced Concrete Manhole (1050 mm Diameter)   Jun/94
2.10.M15 Storm Drain Inlet (Std. 1.2 m Height - 600 mm x 900 mm Opening) 1 Feb/85
2.10.M17 Detail of Catch Basin with Side Inlet Frame and Cover 1 Feb/85
2.10.M18 Types of Trench Bedding and Backfill for Storm Sewer   May/81
2.10.M20 Precast Reinforced Catch Basin Manhole (1050 mm Diameter) 2 Dec/86
2.10.M21 Precast Reinforced Concrete Manhole 1 Feb/85
2.10.M22 Typical C.S.P. Manhole for Sewer Larger than Riser 1 Feb/85
2.10.M23 Precast Reinforced Concrete Storm Drain Inlet Frame and Cover (1220 mm Diameter) 1 Apr/85
2.10.M24 Precast Reinforced Catch Basin Manhole (1050 mm Diameter)   Jun/94
2.10.M25 Storm Drain Inlet Frame and Grate 1 Oct/86
2.10.M26 Storm Drain Inlet Frame and Grate 1 Oct/86
2.10.M26A Storm Drain Inlet Frame and Grate (AT and U Embossed)   Feb/88
2.10.M27 Manhole Frame and Solid Cover 1 Oct/86
2.10.M27A Manhole Frame and Solid Cover (AT and U Embossed)   Feb/88
2.10.M28 Precast Reinforced Concrete Storm Drain Inlet (900 mm Diameter) 1 Jun/94
2.10.M29 Storm Drain Inlet Frame and Cover 1 Oct/86
2.10.M30 Precast Reinforced Catch Basin Manhole (1050 mm Diameter) 1 Jun/94
2.10.M31 Precast Reinforced Concrete Manhole (1200 mm Diameter)   Jun/94
2.10.M32 Storm Drain Inlet Catch Basin Frame and Cover for Semi-Mountable Curb   Jun/94
2.10.M32A Detail of Catch Basin with Side Inlet Frame and Cover   Jun/94
2.10 M33 Storm Drain Inlet Manhole Frame and Cover for Semi-Mountable Curb   Jun/94
2.10.M34 Wheelchair Ramp Catch Basin Manhole Cover   Dec/95
2.10.M35 Details of Asphaltic Flume Drain Outlet (Renumbered from 3.11.M14) 1 Oct/98

2.12 Drawings

Drawing No. Drawing Description Revision No. Date
2.12.M1 Class "A" Fence 2 Feb/02
2.12.M2 Class "B" Fence 3 Feb/02
2.12.M2A Class "B" Fence (Modified Wire Spacing) 3 Feb/02
2.12.M3 Class "C" Fence 3 Feb/02
2.12.M4 Class "D" Fence 3 Feb/02
2.12.M5 Class "E" Fence  5 Nov 10
2.12.M6 Position of Fencing   May/93
2.12.M7 Class "F" Fence 3 Jan/17
2.12.M8 Class "G" Fence (Class B Fence with Modified Post Spacing) 3 Feb/02
2.12.M10 Purposes and Types of Fence 2 May/93
2.12.M11 Class "B" Fencing Details for Using Metal Stays 1 Oct/96
2.12.M12 Median Cable Fence   June/15

2.13 Drawings

Drawing No. Drawing Description Revision No. Date
2.13.M4 Livestock Guard Range Type 3.05m Width 1 Jul/95
2.13.M5 Livestock Guard Standard Highway Type 4.88m Width 1 Jul/95
2.13.M6 Livestock Guard Standard Highway Type 6.1m Width 1 Jul/95
2.13.M7 Livestock Guard Standard Highway Type 7.32m Width 2 Nov/99
2.13.M11 Livestock Guard Standard Highway Type 9.145m Width 2 Nov/99

2.15 Drawings

Drawing No. Drawing Description Revision No. Date
2.15.M1 Metal Bin Retaining Wall - Type II 1 Jul/86

2.18 Drawings

Drawing No. Drawing Description Revision No. Date
2.18.M1 Storm Sewer Trench Bedding and Backfill 1 Mar/83

2.29 Drawings

Drawing No. Drawing Description Revision No. Date
2.29.M1 Plastic Liner Installation and Grouting within Existing Culverts 1 Jan/03

3.4 Drawings

Drawing No. Drawing Description Revision No. Date
3.4.M1 Typical Half-Section Asphalt Stabilized and Granular Base Course   Apr/81
3.4.M2A Double Seal Coat and Base Course at Intersection of Primary Highway with Secondary Road or Road Allowance 1 Apr/81
3.4.M7 Typical Half-Section for Granular Base Course and Asphaltic Concrete Pavement   Jun/80
3.4.M16 Asphaltic Concrete Pavement and Granular Base Course   Jul/81

3.9 Drawings

Drawing No. Drawing Description Revision No. Date
3.9.M1 Typical Half-Section for Cement Stabilized Base Course and Asphalt Stabilized Base Course   Apr/80
3.9.M3 Typical Plan and Half-Section Cement Stabilized Base Course and Asphalt Stabilized Base Course Farm Entrance   Apr/80

3.21 Drawings

Drawing No. Drawing Description Revision No. Date
3.21.M1 Typical Plan and Half-Section for Double Seal Coat and Base Course Farm Entrance (Renumbered from 3.11.M3A) 1 Oct/98

3.23 Drawings

Drawing No. Drawing Description Revision No. Date
3.23.M1 Seal Coat Application at Intersections (Two-Lane Highways)   Jun/94
3.23.M2 Seal Coat Application at Intersections (Four-Lane Divided Highways)   Jun/94

3.35 Drawings

Drawing No. Drawing Description Revision No. Date
3.35.M1 Crack Repair Detail Mill and Fill  2  Dec/02

3.50 Drawings

Drawing No. Drawing Description Revision No. Date
3.50.M1 Typical Cross-Section for Asphaltic Concrete Pavement (Renumbered from 3.11.M1) 2 Oct/98
3.50M2 Paving Limits of Intersecting Roadways at Time of Final Paving or Pavement Rehabilitation of Highway 2 Mar/07
3.50M3 Paving Limits of Farm (Residential) Accesses at Time of Final Paving or Pavement Rehabilitation of Highway 2 Mar/07
3.50M3A Paving Limits of Field Accesses at Time of Final Paving or Pavement Rehabilitation of Highway   Mar/07
3.50.M5 Pavement Sideslope at Various Stages of "New Construction" Projects for RAU / RCU 210, RAU / RCU 209 and RCU 208 4 Apr/17
3.50.M6 Pavement Sideslope at Various Stages of "New Construction" Projects for RFD / RAD 616.6, RFD / RAD 412.4, RAU 213, RAU 212 and RAU 211 3 Apr/17
3.50.M7 Pavement Sideslope at Various Stages of "Widening" Type Projects for RAU / RCU 210, RAU/RCU 210, RAU / RCU 209 and RCU 208 3 Apr/17
3.50.M8 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 4 Apr/17
3.50.M9 TYPICAL PAVEMENT DESIGN FOR FOUR-LANE DIVIDED HWY RFD-412.4-130 & RAD-412.4-120    Apr/17
3.50.M16 Transverse Pavement Joints 1 Oct/98

3.52 Drawings

Drawing No. Drawing Description Revision No. Date
3.52.M1 Typical Layout for Continuous Milled Rumble Strips for Shoulders 10 Oct/18
3.52.M3 Typical Layout for Milled Rumble Strips for Stop Conditions 4 Apr/12
3.52.M4 Typical Layout for Milled Rumble Strips for Centre Line 6 Oct/11/17
3.52.M5 Typical Layout for Milled Edge Line Rumble Strips 1 Nov/27/18
3.52.M6T Typical Layout for Milled Edge Line Rumble Strips (GAP Pattern for Shoulders Less than 0.6m)  2 Nov/27/18
3.52.M7T Typical Layout for Milled Edge Line Rumble Strips (GAP Pattern for Shoulders 0.6.m to 1.5m) 2 Nov/27/18
3.52.M8T Typical Layout for Milled Edge Line Rumble Strips (GAP Pattern for Shoulders Greater than 1.5m) 2 Nov/27/18

4.1 Drawings

Drawing No. Drawing Description Revision No. Date
4.1.M5 Standard Asphaltic Sign Island (60m of 50:1 Taper)   Sep/79
4.1.M6 Typical Half-Section Asphaltic Concrete Pavement with Asphaltic Drainage Curb 2 Feb/85

4.2 Drawings

Drawing No. Drawing Description Revision No. Date
4.2.M15 Pipeline Protection Slab   Aug/98
4.2.M16  Precast "F" Shape NCHRP 350 Test Level 3
2
 Aug/10/11  
4.2.M20 Concrete Curb and Gutter (480 mm Wide x 350 mm High)   Jan/82
4.2.M25 Concrete Curb and Gutter (460 mm Wide x 370 mm High) 2 Feb/85
4.2.M31 Concrete Curb and Gutter Through Transition Section of Curves 1 Feb/85
4.2.M43 Standard Concrete Sign Island - with Conduit 2 Feb/85
4.2.M43A Standard Concrete Sign Island - with Conduit 1 Apr/85
4.2.M47 Raised Median (150 mm Curb)   Jun/94
4.2.M47A Median (Concrete Curb, Asphalt Surface) 200 mm Curb 3 Mar/31/06
4.2.M48 Median End Treatment for Concrete Curb Median 2 Mar/85
4.2.M48A Median End Treatment for Concrete Median   Mar/85
4.2.M53 Median End Treatment for Concrete Curb Median 1 Jun/83
4.2.M56 Concrete Median (150 mm Face) 2 Jun/85
4.2.M56B Concrete Median (150 mm Face) - with PVC Crossdrain 3 Jun/85
4.2.M69 Reinforced Concrete Gutter Outlet (1200 mm Wide x 280 mm High)   Oct/80
4.2.M70 Poured In Place Reinforced Concrete Gutter   Sep/80
4.2.M72 Poured In Place Standard Curb and Gutter (150 mm Curb, 380 mm Gutter) 1 Jul/86
4.2.M73 Median End Treatment (Solid Conc. - Bullet Nose on Base Course) 1 May/85
4.2.M73A Median End Treatment (Solid Concrete - Bullet Nose on ACP) 1 Jun/85
4.2.M74 Concrete Curb Median (Earth Fill) - 150 mm Face   Feb/85
4.2.M75 Poured In Place Standard Curb and Gutter 1 Jul/86
4.2.M76 Precast Concrete Curb - (150 mm Parking Curb)   Mar/90
4.2.M77 Precast Concrete Curb (with Drainage Slots)   Mar/90
4.2.M78 Poured-in-Place Concrete Sidewalk   May/88
4.2.M79 Poured-in-Place Concrete Sidewalk - Comm. or Public Crossing   May/88
4.2.M80 Poured-in-Place Concrete Sidewalk - Private Crossing   May/88
4.2.M82 Poured-in-Place Monolithic Concrete Sidewalk Curb and Gutter (300 mm Gutter) 1 Mar/85
4.2.M83 Rolled Monolithic Concrete Sidewalk - Curb and Gutter   Mar/85
4.2.M84 Monolithic Concrete Sidewalk - Curb and Gutter (380 mm Gutter) 1 May/88
4.2.M85 Typical Layout of Crosswalks and Location and Type of' Sidewalk Ramps at Urban Intersections 1 Aug/94
4.2.M86 Concrete Sidewalk Ramp for Wheelchair or Bicycle (on Tangent)   Jul/91
4.2.M87 Concrete Sidewalk Ramp for Wheelchair or Bicycle on Corner (Type 2)   Jul/91
4.2.M88 Monolithic Concrete Sidewalk, Curb and Gutter (500 mm Gutter) 3 Sept/19/11
4.2.M89 Poured in Place Standard 150 mm Curb and 500 mm Gutter 3 Sept/19/11
4.2.M90 Rolled Monolithic Concrete Sidewalk, Curb and Gutter (500 mm Gutter) 3 Sept/19/11
4.2.M91 Typical Sidewalk and Crosswalk Layout of Small Islands and Medians less than 6m wide   Jul/91
4.2.M92 Typical Cross Sections Raised Median with Semi-Mountable Curb   Jun/94
4.2.M93 Monolithic Concrete Sidewalk, Curb and Gutter (250 mm Gutter) - Paving Stone Edging   Dec/95
4.2.M94 Example of Use of Paving Stones on Urban Intersection   Dec/95
4.2.M95 Sidewalks - Typical Cross Sections   Dec/95
4.2.M96 Wheelchair Ramp Special Catch Basin Manhole Cover   Dec/95
4.2.M97 Pedestrian Path of Travel - Dimensions of Envelope - Grate Size & Orientation 1 Oct/96

4.3 Drawings

Drawing No. Drawing Description Revision No. Date
4.3.M1 Reinforced Concrete Med. Barrier Curb - NJ Shape (610 mm Wide) - with Expansion Joint   1977
4.3.M1A Reinforced Concrete Median Barrier NJ Shape 1 Apr/17/07
4.3.M2 Reinforced Concrete Med. Barrier Curb - F Shape (9 Re-Bars)   May/85
4.3.M2A Reinforced Concrete Med. Barrier Curb - F Shape (6 Re-Bars)   May/85
4.3.M3 Slip-Formed Median Barrier - F Shape 4 Sep/14/07
4.3.M3A Slip-Formed Median Barrier - Half F Shape 1 Sep/14/07
4.3.M4 Transition End Sec. for Reinforced Concrete Median Barrier Curb - F Shape 2 Oct/86
4.3.M5 lsometric View of Transition End Sec. for Reinforced Concrete Median Barrier Curb 2 Oct/86
4.3.M12 Precast Concrete Barrier NJ Shape 1 Apr/17/07
4.3.M14 Plan Showing Dowel and Grout Details - NJ Type   May/85
4.3.M14A Plan Showing Dowel and Grout Details - F Shape   May/85

4.6 Drawings

Drawing No. Drawing Description Revision No. Date
4.6.M1 Double Toilet  Drawing Index, Elevations and Vault Details 4 Jan/13
4.6.M2 Double Toilet  Typical Layout Plan 1 and Section 4 Jan/13
4.6.M3 Double Toilet  Typical Layout Plan 2 and Section 4 Jan/13
4.6.M4 Double Toilet  Floor Plan and Section 4 Jan/13
4.6.M5 Double Toilet  Tank Plan and Sections 4 Jan/13
4.6.M6 Double Toilet  Floor Slabs Layout and Sections 4 Jan/13
4.6.M7 Double Toilet  Floor Heating Layout and Section 4 Jan/13
4.6.M8 Double Toilet  Precast Panel A, B, F and G Details 4 Jan/13
4.6.M9 Double Toilet  Precast Panel C Details 4 Jan/13
4.6.M10 Double Toilet  Precast Panel D Details 4 Jan/13
4.6.M11 Double Toilet  Sections, Details and Colour Schedule 4 Jan/13
4.6.M12 Double Toilet  Sections and Details 4 Jan/13
4.6.M13 Double Toilet  Stool Details and Fixture Layout 3 Jan/13
4.6.M14 Double Toilet  Roof Sections 4 Jan/13
4.6.M14A Double Toilet  Roof Framing Plan 3 Jan/13
4.6.M15 Double Toilet  Grid-Power Electrical and Mechanical Layout Plan 2 Jan/13
4.6.M16 Double Toilet  Solar-Power Electrical and Mechanical Layout Plan 2 Jan/13
4.6.M17 Double Toilet  Mechanical Room Section (Grid-Power Electrical) 2 Jan/13
4.6.M18 Double Toilet  Mechanical Room Section (Solar-Power Electrical) 2 Jan/13
4.6.M19 Double Toilet  Solar-Power Container Building Sheet 1 2 Jan/13
4.6.M20 Double Toilet  Solar-Power Container Building Sheet 2 2 Jan/13

5.10 Drawings

Drawing No. Drawing Description Revision No. Date
5.10.M1 Detail of Motor Transport Truck Sampling Valve   Jan/80

5.16 Drawings

Drawing No. Drawing Description Revision No. Date
5.16.M1 Detail of Flared End Section for Reinforced Concrete Pipe Culverts 1 Jan/86

5.15 Drawings

Drawing No. Drawing Description Revision No. Date
5.15.M1 Details of Standard Sloped End Sections for C.M.P. Round Culverts 3 Jul/17
5.15.M2  Details of Standard Sloped End Sections for C.M.P. Arch Culverts 3 Jul/17
5.15.M3 Dimension Details for C.S.P. Arch Culverts   Dec/78
5.15.M4 Coupler Widths and Types to be Supplied with Corrugated Steel Pipe   Oct/78
5.15.M5 Typical Formed-End C.S.P. Coupler   Dec/78
5.15.M6 Lock Seam on Helically Fabricated C.S.P.   Dec/78
5.15.M7 Standard C.S.P. Coupler Connection with Riveted Angle Bracket   Dec/78
5.15.M9 Arched Corrugated Steel Pipe Sloped End Installations 1 Apr/93

5.28 Drawings

Drawing No. Drawing Description Revision No. Date
5.28.M1  (Temporary) U-Channel Post Mounted Delineator (Galvanized Mild-Carbon Steel Type)   Mar/98
5.28.M2 Details of Pavement Edge Delineators (Renumbered from 3.11.M5)   Oct/98

10.6 Drawings

Drawing No. Drawing Description Revision No. Date
10.6.M1 Typical Cross Sections Crack Routing and Sealing Asphalt Concrete Pavement   Feb/95

Contact

Comments or enquiries can be directed to geometricdesignweb@gov.ab.ca.