Schedule 18 (Technical Requirements) DBFO Agreement EXECUTION VERSION APPENDIX B - SELECT DEPARTMENT STANDARD DRAWINGS AND REFERENCE TABLES
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1 Schedule (Technical Requirements) DBFO Agreement EXECUTION VERSION APPENDIX B - SELECT DEPARTMENT STANDARD DRAWINGS AND REFERENCE TABLES
2 Schedule (Technical Requirements) DBFO Agreement EXECUTION VERSION B- Part The following Department Standard Drawings are referenced in Schedule and are not included in Appendix B but can be found on the Department s website: Standard Drawing No. Rev. Standard Drawing Title S-09-6 Standard Concrete Slope Protection for Grade Separations S--7 6 Standard Concrete Joints S--99 Standard Construction Joints S--7 6 Standard Pipe Pile Splice S H-Pile Splice S--0 Installation Of Large Metal Pipes S-77-0 Standard Large Bridge Plaque Installation Details S-7 Standard Bridge Bench Mark Tablet Installation S-79 Standard Closed Pipe Pile End Plate S-67-0 Standard Large Bridge Plaque Casting Details (Drafting Standards) S-6 Standard Finger Plate Deck Joint Assembly, General Layout S-69 Standard Finger Plate Deck Joint Assembly Typical Cross-Sections S-60 Standard Finger Plate Deck Joint Assembly Typical Drain Trough Details S TL- Double Tube Type Bridgerail - Bridgerail Details S TL- Double Tube Type Bridgerail Approach Rail Transition Details S TL- Single Slope Concrete Bridge Barrier Barrier Details S TL- Single Slope Concrete Bridge Barrier Approach Rail Transition Details S Standard Curb Details
3 Schedule (Technical Requirements) DBFO Agreement EXECUTION VERSION B- Standard Drawing No. Rev. Standard Drawing Title S-6-07 Bridgerail to Modified Thrie Beam Transition Details S Sign Structure Steel Identification Plaque S TL- Combination Barrier Bridgerail Details S TL- Combination Barrier - Barrier End Details S TL-5 Double Tube Type Bridgerail - Bridgerail Details S TL-5 Double Tube Type Bridgerail - Barrier End Details S TL-5 Double Tube Type Bridgerail Concrete Barrier Details S TL-5 Double Tube Type Bridgerails - Approach Rail Transition Details S-7-07 Sign Structure Sample General Layout S NU Girder Bridges Typical Details - Sheet S-75-0 NU Girder Bridges Typical Details - Sheet S Steel Plate Girder Bridge Typical Details Sheet S Steel Plate Girder Bridge Typical Details - Sheet S-76-0 Typical Expansion Bearing Details S TL- Single Slope Concrete and Double Tube Type Barriers along Top of MSE Wall S-00- Cover Plated V-Seal Deck Joint Sheet S-0- Cover Plated V-Seal Deck Joint Sheet S-0- Cover Plated V-Seal Deck Joint Sheet S-0- - Type Strip Seal Deck Joint - Sheet S-- - Type Strip Seal Deck Joint - Sheet S-- - Type Strip Seal Deck Joint - Sheet
4 Schedule (Technical Requirements) DBFO Agreement EXECUTION VERSION B- Standard Drawing No. Rev. Standard Drawing Title S--5 S-9-5 Deck Waterproofing System With 0 mm Two-Course Hot-Mix Asphalt Concrete Pavement Sheet Deck Waterproofing System With 0 mm Two-Course Hot-Mix Asphalt Concrete Pavement Sheet S-5-6 Standard Pedestrian Handrail Part The following drawings are included in Appendix B: Details of Standard : Sloped End Sections For CSP Round Culverts - Table A Details of Standard : Sloped End Sections For CSP Arch Culverts - Table B Details of Standard : Sloped End Sections For SPCSP Round Culverts - Table C Drawing SK- (Finishes and Sealing for Exterior Concrete Girders) Drawing SK- (Vehicle Wheel Trailer) Drawing SK- (Vehicle Wheel Trailer) Drawing SK- (Vehicle 6 Wheel Trailer) Drawing SK-5 (Vehicle 0 Line File Road Style Scheurle Trailer) Drawing SK-6 (Vehicle 5 - Line File Road Style Scheurle Trailer) Drawing SK-7 (Vehicle 6 - Mobile Crane) Drawing SK- (Different Axle Type and Tire Spacing) Drawing SK-9 (Standard Details for Fully-Integral Abutment) Drawing SK-0 (Standard Details for Semi-Integral Abutment) Drawing SK- (Standard Details for Conventional Abutment) Drawing SK- (Standard Details for Conventional Abutment with Roof Slab) Drawing SK- (Cycle Control Joint Details for Integral Abutments) Drawing SK- (Drain Trough Details for Conventional Abutments) Drawing SK-5 (Drain Trough Details for Integral Abutments) Drawing SK-6 (Wall layout and Site Drainage for Bridge Skew Angles 5 o )
5 Schedule (Technical Requirements) DBFO Agreement EXECUTION VERSION B- Drawing SK-7 (Wall Layout and Site Drainage for Bridge Skew Angles > 5 o ) Drawing SK- (Turned Back Wingwall Details for Bridge Skew Angles > 5 o ) Drawing SK-9 (Standard Details Associated with MSE Walls) Drawing SK-0 (Bridge Approach Geometry) Concrete Testing Summary at Site Sheet Exhibit (Typical Mainline Detour) Wildlife Fence Details
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10 Vehicle : wheel Trailer (Tractor, 6 wheel Jeep, 6 wheel trailer) Axle No Wheel per axle Axle Type Axle Load (kn) Axle Spacing (m) Gross vehicle weight: 0 kn ( ~06,00 kg) Note: For lateral spacing of tires of different axle types see diagrams on SK-
11 Vehicle : wheel Trailer (Tractor, 6 wheel Jeep, wheel dolly) Axle No Wheel per axle Axle Type Axle Load (kn) Axle Spacing (m) Gross vehicle weight: 06 kn ( ~,00 kg) Note: For lateral spacing of tires of different axle types see diagrams on SK-
12 Vehicle : 6 wheel Trailer (Tractor, 6 wheel Jeep, 6 wheel Jeep, wheel dolly) Axle No Wheel per axle Axle Type Axle Load (kn) Axle Spacing (m) Gross vehicle weight: 767 kn ( ~0,00 kg) Note: For lateral spacing of tires of different axle types see diagrams on SK-
13 Vehicle : 0 Line File Road Style Scheurle Trailer (Tractor, 5 sets of 6 wheels) Axle No Wheel per axle Axle Type Axle Load (kn) Axle Spacing (m) Gross vehicle weight: kn ( ~7,00 kg) Note: For lateral spacing of tires of different axle types see diagrams on SK-
14 Vehicle 5: Line File Road Style Scheurle Trailer (Tractor, 6 sets of 6 wheels) Axle No Wheel per axle Axle Type Axle Load (kn) Axle Spacing (m) Gross vehicle weight: 95 kn ( ~5,00 kg) Note: For lateral spacing of tires of different axle types see diagrams on SK-
15 Vehicle 6: Mobile Crane Axle No Wheel per axle Axle Type Case Axle Type Case Axle Load (kn) Axle Spacing (m) Gross vehicle weight: 9 kn ( ~00,000 kg) Note: For lateral spacing of tires of different axle types see diagrams on SK-
16 Different axle type and tire spacing (m) TIRE SIZE 00 mm Axle type (Steering Axle) 0.5 TIRE SIZE 50 mm Axle type (Drive or any Wheel Single Axle, Wheel Tandem, Wheel Tandem) TIRE SIZE 5 mm Axle type (6 Wheel Tandem, Wheel Tandem)
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28 ROADWAY SIDESLOPE ZONE TOP OF SLOPE SEE NOTE FOR TOP OF SLOPE TRANSITIONS (TYP) ROADWAY SIDESLOPE TO HEADSLOPE TRANSITION ZONE ROADSIDE SLOPES TO BE DESIGNED IN ACCORDANCE WITH SECTION 00.. "GEOMETRIC DESIGN" OF SCHEDULE (TYP) SEE NOTE FOR BARRIER FLARE REQUIREMENTS (TYP) END OF WINGWALL (TYP) TOP OF FILL : SLOPE MIN 0.6 m (TYP) HEADSLOPE ZONE ROADWAY SIDESLOPE ZONE CORNER TRANSITION BETWEEN HEADSLOPE AND SIDESLOPE TO BE ELLIPTICAL CURVE (TYP) WINGWALL AND BARRIER (TYP) TOP OF SLOPE SEE NOTE FOR TOP OF SLOPE TRANSITIONS (TYP) ROADWAY SIDESLOPE TO MSE WALL TRANSITION ZONE ROADSIDE SLOPES TO BE DESIGNED IN ACCORDANCE WITH SECTION 00.. "GEOMETRIC DESIGN" OF SCHEDULE (TYP) SEE NOTE FOR BARRIER FLARE REQUIREMENTS (TYP) END OF WINGWALL (TYP) BARRIER BEYOND WINGWALL TOP OF FILL E : SLOPE MSE WALL ZONE MIN 0.6 m (TYP) MSE WALLS (TYP) WINGWALL AND BARRIER (TYP) SHOULDER TRAVEL LANE TRAVEL LANE TRAVEL LANE TRAVEL LANE SHOULDER A B C D G E G F BRIDGE STRUCTURE SHOULDER TRAVEL LANE TRAVEL LANE TRAVEL LANE TRAVEL LANE SHOULDER A B C D G E E G F BRIDGE STRUCTURE TOP OF SLOPE A B C D : SLOPE E F : SLOPE.0 m MIN WIDER THAN OUTSIDE TO OUTSIDE OF BRIDGE STRUCTURE (TYP) TOP OF SLOPE A B C D : SLOPE E F.0 m MIN WIDER THAN OUTSIDE TO OUTSIDE OF BRIDGE STRUCTURE (TYP) REFER TO SK-6 FOR ADDITIONAL REQUIREMENTS (TYP) PAVEMENT STRUCTURE EDGE OF TRAVEL LANE SHOULDER EDGE OF SHOULDER EDGE OF PAVEMENT TOP OF FINISHED PAVEMENT VARIES (SEE NOTE ) VARIES (SEE NOTE ) TOP OF SLOPE COMPACTED GRANULAR FILL 0: SLOPE PAVEMENT STRUCTURE EDGE OF TRAVEL LANE SHOULDER EDGE OF SHOULDER TOP OF FINISHED PAVEMENT OFFSET (SEE NOTE ) FACE OF BARRIER ROADWAY BARRIER 600 MIN (SEE NOTE ) 0: SLOPE COMPACTED GRANULAR FILL TOP OF SLOPE PAVEMENT STRUCTURE EDGE OF TRAVEL LANE SHOULDER EDGE OF PAVEMENT VARIES (SEE NOTE ) TOP OF FINISHED PAVEMENT FACE OF BARRIER ROADWAY BARRIER 600 MIN (SEE NOTE ) 0: SLOPE COMPACTED GRANULAR FILL TOP OF SLOPE PAVEMENT STRUCTURE EDGE OF TRAVEL LANE SHOULDER EDGE OF PAVEMENT ROADWAY BARRIER OR TRANSITION BARRIER FACE OF BARRIER TOP OF FINISHED PAVEMENT 600 MIN (SEE NOTE ) 0: SLOPE COMPACTED GRANULAR FILL TOP OF SLOPE 5: SLOPE 5: SLOPE 5: SLOPE 5: SLOPE BASE SUBGRADE BASE SUBGRADE BASE SUBGRADE BASE SUBGRADE OUTSIDE OF BRIDGE STRUCTURE OUTSIDE OF BRIDGE STRUCTURE EDGE OF TRAVEL LANE SHOULDER TOP OF FINISHED PAVEMENT WINGWALL AND/OR BARRIER 000 MIN WIDER THAN OUTSIDE TO OUTSIDE OF BRIDGE STRUCTURE (TYPICAL) 0: SLOPE SUBGRADE COMPACTED GRANULAR FILL TOP OF SLOPE WINGWALL AND BARRIER 000 MIN WIDER THAN OUTSIDE TO OUTSIDE OF BRIDGE STRUCTURE (TYPICAL) 0: SLOPE END OF WINGWALL 600 MIN HEADSLOPE APPROACH TRANSITION BARRIER 600 MIN SUBGRADE WINGWALL AND BARRIER TOP OF FILL COMPACTED GRANULAR FILL (MIN) : SLOPE NOTES:. ROADSIDE BARRIERS AND TRANSITIONS SHALL BE DESIGNED IN ACCORDANCE WITH THE ROADSIDE DESIGN GUIDE AND SECTION 00.. "GEOMETRIC DESIGN" OF SCHEDULE. ALL DIMENSIONS ARE IN MILLIMETRES UNLESS OTHERWISE NOTED. ROADWAY WITH TWO-WAY TRAFFIC AND TWO TRAVEL LANES EACH DIRECTION SHOWN. ADJUST IN ACCORDANCE WITH SCHEDULE FOR OTHER CONFIGURATIONS.. STEEL ROADWAY AND TRANSITION BARRIER TYPE SHOWN. ADJUST IN ACCORDANCE WITH SCHEDULE FOR OTHER BARRIER TYPES AND CONFIGURATIONS. 5. INFORMATION PRESENTED IS FOR THE SOLE PURPOSE OF ILLUSTRATING SELECTED SCHEDULE REQUIREMENTS AND IS NOT COMPLETE WITH RESPECT TO ALL SCHEDULE REQUIREMENTS. 6. INFORMATION SHOWN IS FOR BRIDGES WITH SKEWS RANGING FROM 0-5 DEGREES. BARRIER AND WINGWALL CLEARANCES TO TOP OF SLOPE FOR BRIDGES WITH SKEW ANGLES EXCEEDING 5 DEGREES SHALL MATCH REQUIREMENTS INDICATED ON THIS DRAWING.
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