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Last Updated January 2021
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 For superseded and obsolete drawings, refer to CB-6 Highway Standard Plates - Inactive.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 Superseded and obsolete drawings can be found on this page: CB-6 Highway Standard Plates - Inactive.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 |
|
2.3M1A | 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 Volume Rural Roads (Design Speed < 80 km/h, AADT<200) | 1 |
Jan/2021 |
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.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.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
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