Part III Introduction
The files needed to create the Construction Drawings/Sketch Plans are posted here in both AutoCAD and PDF formats. The files intended only for viewing and not for the actual construction drawing/sketch plan use are posted here in PDF format only and have only the PDF icon next to their names.
- Download the Table of Contents for Part III
Chapter 1: Precast Abutments
| Description | AutoCAD | Issue Date | Revision Date | |
|---|---|---|---|---|
| Abutment Plan | 1.1.1 CAD | 1.1.1 PDF | June-13 | |
| Abutment Elevation | 1.1.2 CAD | 1.1.2 PDF | June-13 | |
| Cantilever Abutment - Vertical Section | 1.1.3 CAD | 1.1.3 PDF | June-13 | |
| Stub Abutment - Vertical Section | 1.1.4 CAD | 1.1.4 PDF | June-13 | |
| Construction Notes for Abutments | 1.1.5 CAD | 1.1.5 PDF | June-13 | |
| U-Wingwall Elevation | 1.1.6 CAD | 1.1.6 PDF | June-13 | |
| Splayed Wingwall Elevation | 1.1.7 CAD | 1.1.7 PDF | June-13 | |
| Vertical Section through U-Wingwall with Sidewalk | 1.1.8 CAD | 1.1.8 PDF | June-13 | |
| Vertical Section through U-Wingwall with Safety Curb | 1.1.9 CAD | 1.1.9 PDF | June-13 | |
| Vertical Section through Cantilever Retaining Wall | 1.1.10 CAD | 1.1.10 PDF | June-13 | |
| Construction Notes for Cantilever Retaining Wall | 1.1.11 CAD | 1.1.11 PDF | June-13 | |
| Horizontal Section at Abutment U-Wingwall | 1.1.12 CAD | 1.1.12 PDF | June-13 | |
| Vertical Section at Abutment U-Wingwall | 1.1.13 CAD | 1.1.13 PDF | June-13 | |
| Horizontal Section at Abutment Splayed Wingwall | 1.1.14 CAD | 1.1.14 PDF | June-13 | |
| Vertical Section at Abutment Splayed Wingwall | 1.1.15 CAD | 1.1.15 PDF | June-13 | |
| Abutment Stem/Wingwall Shear Key for Width 2-0 | 1.1.16 CAD | 1.1.16 PDF | June-13 | |
| Backwalls/Wingwalls with Widths 2-0 and Footings Shear Keys | 1.1.17 CAD | 1.1.17 PDF | June-13 | |
| Leveling Bolt Assembly | 1.1.18 CAD | 1.1.18 PDF | June-13 | |
| Leveling Bolt Assembly Notes | 1.1.19 CAD | 1.1.19 PDF | June-13 | |
| Roadway Section with Pavement Sawcut | 1.1.20 CAD | 1.1.20 PDF | June-13 | |
| Sidewalk Section with Pavement Sawcut | 1.1.21 CAD | 1.1.21 PDF | June-13 | |
| Construction Notes for Abutments w/ Pavement Sawcut | 1.1.22 CAD | 1.1.22 PDF | June-13 |
Chapter 2: Precast Integral Abutments
| Description | AutoCAD | Issue Date | Revision Date | |
|---|---|---|---|---|
| Abutment Plan | 2.1.1 CAD | 2.1.1 PDF | June-13 | |
| Section at Centerline of Abutment | 2.1.2 CAD | 2.1.2 PDF | June-13 | |
| Wingwall Elevation | 2.1.3 CAD | 2.1.3 PDF | June-13 | |
| Abutment Section | 2.1.4 CAD | 2.1.4 PDF | June-13 | |
| Approach Slab Bracket | 2.1.5 PDF | June-13 | ||
| Typical Abutment Reinforcement | 2.1.6 CAD | 2.1.6 PDF | June-13 | |
| Horizontal Section through Abutment End Block at Acute Corner | 2.1.7 CAD | 2.1.7 PDF | June-13 | |
| Horizontal Section through Abutment Middle Block | 2.1.8 CAD | 2.1.8 PDF | June-13 | |
| Horizontal Section through Abutment End Block at Obtuse Corner | 2.1.9 CAD | 2.1.9 PDF | June-13 | |
| Required CMP Diameter Based on Pile Size | 2.1.10 PDF | June-13 | ||
| Integral Wingwall Section | 2.1.11 CAD | 2.1.11 PDF | June-13 | |
| Integral Wingwall Vertical Section | 2.1.12 CAD | 2.1.12 PDF | June-13 | |
| Construction Notes | 2.1.13 CAD | 2.1.13 PDF | June-13 | |
| Designer Notes | 2.1.14 PDF | June-13 |
Chapter 3: Precast Approach Slabs
| Description | AutoCAD | Issue Date | Revision Date | |
|---|---|---|---|---|
| Plan | 3.1.1 PDF | June-13 | ||
| Longitudinal Section - Type I Approach Slab | 3.1.2 CAD | 3.1.2 PDF | June-13 | |
| Longitudinal Section - Type II Approach Slab | 3.1.3 CAD | 3.1.3 PDF | June-13 | |
| Longitudinal Section - Type III Approach Slab | 3.1.4 CAD | 3.1.4 PDF | June-13 | |
| Typical Transverse Section - Types I, II, and III Approach Slabs | 3.1.5 CAD | 3.1.5 PDF | June-13 | |
| Transverse Section through Joint Header - Types II and III Approach Slabs | 3.1.6 CAD | 3.1.6 PDF | June-13 | |
| Transverse Section through Sleeper - Type II Approach Slab | 3.1.7 CAD | 3.1.7 PDF | June-13 |
Chapter 4: Precast Piers
| Description | AutoCAD | Issue Date | Revision Date | |
|---|---|---|---|---|
| Typical Two Column Pier Front Elevation | 4.1.1 CAD | 4.1.1 PDF | June-13 | |
| Typical Triple Column Pier Front Elevation | 4.1.2 CAD | 4.1.2 PDF | June-13 | |
| Typical Pier Side Elevation and Section | 4.1.3 PDF | June-13 | ||
| Typical Pier Front Section | 4.1.4 PDF | June-13 | ||
| Typical Column Dimensions, Horizontal Section, and Spiral Reinforcement Termination Detail | 4.1.5 PDF | June-13 | ||
| Grouted Splice Coupler - Dimensions and Connection Sequence | 4.1.6 PDF | June-13 | ||
| Precast Spread Footing Plan and Section | 4.1.7 CAD | 4.1.7 PDF | June-13 | |
| Precast Footing on H-Piles - Plan | 4.1.8 CAD | 4.1.8 PDF | June-13 | |
| Precast Footing on H-Piles - Vertical Section | 4.1.9 CAD | 4.1.9 PDF | June-13 | |
| Cast-in-Place Footing on H-Piles Option - Vertical Section | 4.1.10 CAD | 4.1.10 PDF | June-13 | |
| Details over Pier for NEBT Beams | 4.1.11 CAD | 4.1.11 PDF | June-13 | |
| Details over Pier Notes for NEBT Beams | 4.1.12 CAD | 4.1.12 PDF | June-13 | |
| Details over Pier for Box Beams | 4.1.13 CAD | 4.1.13 PDF | June-13 | |
| Details over Pier Notes for Box Beams | 4.1.14 CAD | 4.1.14 PDF | June-13 | |
| Aesthetic Pier - Typical Triple Column Elevation | 4.1.15 CAD | 4.1.15 PDF | June-13 | |
| Aesthetic Pier - Typical Triple Column Elevation | 4.1.16 CAD | 4.1.16 PDF | June-13 | |
| Aesthetic Pier - Typical Side Elevation | 4.1.17 CAD | 4.1.17 PDF | June-13 | |
| Aesthetic Pier - Typical Vertical Column Section | 4.1.18 CAD | 4.1.18 PDF | June-13 | |
| Aesthetic Pier - Typical Horizontal Column Section | 4.1.19 CAD | 4.1.19 PDF | June-13 | |
| Aesthetic Pier - Pier Cap Ends | 4.1.20 CAD | 4.1.20 PDF | June-13 |
Chapter 5: Precast Concrete Deck Panels
| Description | AutoCAD | Issue Date | Revision Date | |
|---|---|---|---|---|
| Panel Layout (Skew ≤ 15 degrees) | 5.1.1 CAD | 5.1.1 PDF | June-13 | |
| Panel Layout | 5.1.2 CAD | 5.1.2 PDF | June-13 | |
| Typical Transverse Section | 5.1.3 CAD | 5.1.3 PDF | June-13 | |
| Typical Transverse Section Designer Notes | 5.1.4 PDF | June-13 | ||
| Typical Precast Panel (Skew ≤ 15 degrees) | 5.1.5 CAD | 5.1.5 PDF | June-13 | |
| Atypical Precast Panel | 5.1.6 CAD | 5.1.6 PDF | June-13 | |
| Longitudinal Section through Precast Panel | 5.1.7 CAD | 5.1.7 PDF | June-13 | |
| End Anchorage Details for Post-Tensioning | 5.1.8 CAD | 5.1.8 PDF | June-13 | |
| Longitudinal Section through Post-Tensioning Anchorage Assembly | 5.1.9 CAD | 5.1.9 PDF | June-13 | |
| End View of Post-Tensioning Anchorage Assembly | 5.1.10 CAD | 5.1.10 PDF | June-13 | |
| Post-Tensioning Duct Connection - Plan and Longitudinal Section | 5.1.11 CAD | 5.1.11 PDF | June-13 | |
| Shear Key Details | 5.1.12 CAD | 5.1.12 PDF | June-13 | |
| Vertical Adjustment Assembly Details | 5.1.13 CAD | 5.1.13 PDF | June-13 | |
| Post-Tensioning Notes | 5.1.14 CAD | 5.1.14 PDF | June-13 | |
| Construction Sequence Notes | 5.1.15 CAD | 5.1.15 PDF | June-13 | |
| Blockout with Stud Shear Connectors - Plan. Blockout with Horizontal Shear Reinforcement - Plan. | 5.1.16 CAD | 5.1.16 PDF | June-13 | |
| Sections through Blockout with Stud Shear Connectors for Steel Beams | 5.1.17 CAD | 5.1.17 PDF | June-13 | |
| Sections through Blockout with Stud Shear Connectors for NEBT and Precast Prestressed Box Beams | 5.1.18 CAD | 5.1.18 PDF | June-13 | |
| Large Blockouts - Plan and Section | 5.1.19 CAD | 5.1.19 PDF | June-13 | |
| Sections through Blockout with Horizontal Shear Reinforcement for NEBT Beams | 5.1.20 CAD | 5.1.20 PDF | June-13 | |
| Cast-in-Place Closure Pour Details | 5.1.21 CAD | 5.1.21 PDF | June-13 | |
| Cast-in-Place Closure Pour Notes | 5.1.22 CAD | 5.1.22 PDF | June-13 | |
| Section through Safety Curb for CT-TL2 Barrier | 5.1.23 CAD | 5.1.23 PDF | June-13 | |
| Section through Sidewalk for CT-TL2 Barrier | 5.1.24 CAD | 5.1.24 PDF | June-13 | |
| Section through Safety Curb for S3-TL4 Railing | 5.1.25 CAD | 5.1.25 PDF | June-13 | |
| Section through Sidewalk for S3-TL4 Railing | 5.1.26 CAD | 5.1.26 PDF | June-13 | |
| Section through Safety Curb for CP-PL2 Barrier | 5.1.27 CAD | 5.1.27 PDF | June-13 | |
| Section through Sidewalk for CP-PL2 Barrier | 5.1.28 CAD | 5.1.28 PDF | June-13 | |
| Section through Overhang for CF Barriers | 5.1.29 CAD | 5.1.29 PDF | June-13 | |
| Precast Deck Panel Reinforcement | 5.1.30 PDF | June-13 | ||
| Additional Overhang Reinforcement - CT-TL2 Barrier | 5.1.31 PDF | June-13 | ||
| Additional Overhang Reinforcement - S3-TL4 Railing | 5.1.32 PDF | June-13 | ||
| Additional Overhang Reinforcement - CP-PL2 Barrier | 5.1.33 PDF | June-13 | ||
| Additional Overhang Reinforcement - CF-PL2 Barrier | 5.1.34 PDF | June-13 | ||
| Additional Overhang Reinforcement - CF-PL3 Barrier | 5.1.35 PDF | June-13 |
Chapter 6: Precast Tolerances
| Description | AutoCAD | Issue Date | Revision Date | |
|---|---|---|---|---|
| Grouted Splice Coupler Tolerances | 6.1.1 CAD | 6.1.1 PDF | June-13 | |
| Bent Cap Fabrication and Erection Tolerances | 6.1.2 CAD | 6.1.2 PDF | June-13 | |
| Column Fabrication and Erection Tolerances | 6.1.3 CAD | 6.1.3 PDF | June-13 | |
| Erection Tolerances for Aesthetic Pier | 6.1.4 CAD | 6.1.4 PDF | June-13 | |
| Wall Segment Erection and Fabrication Tolerances | 6.1.5 CAD | 6.1.5 PDF | June-13 | |
| Abutment Erection Tolerances | 6.1.6 CAD | 6.1.6 PDF | June-13 | |
| Approach Slab Tolerances | 6.1.7 CAD | 6.1.7 PDF | June-13 | |
| Precast Deck Panel Tolerances | 6.1.8 CAD | 6.1.8 PDF | June-13 |