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| Number | Title | Date | 2000 DWG | 2004 DWG | Templates | |
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| WI-503 | Construction Joint at Base of Concrete Wall | 6/07 |
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| WI-504 | Construction Joint for Concrete Composite Liners | 6/07 |
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| WI-505A | 6" Embedded Waterstop for Wall Sections Only | 6/07 |
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| WI-505B | 6" Embedded Waterstop with Expansion Joint Material for Walls and Slabs | 6/07 |
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| WI-505C | 6" Embedded Waterstop Using a Formed Keyway for Walls and Slabs | 6/07 |
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| WI-505D | 6" Embedded Waterstop with Steel Dowels for Walls and Slabs | 6/07 |
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| WI-506 | 6" Embedded Waterstop Factory Intersections | 6/07 |
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| WI-507 | Non-Liquid Tight Slab Joints | 6/07 |
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| WI-508 | Non-Liquid Tight Wall Joints | 6/07 |
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| WI-509 | Liquid Tight Pipe Penetrations | 6/07 |
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| WI-510 | 1-Foot L Wall, 6" Wall Thickness (With Surcharge) | 6/07 |
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| WI-511 | 1-Foot L Wall, 6" Wall Thickness (No Surcharge) | 6/07 |
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| WI-520 | 2-Foot L Wall, 6" Wall Thickness (With Surcharge) | 6/07 |
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| WI-521 | 2-Foot L Wall, 6" Wall Thickness (No Surcharge) | 6/07 |
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| WI-522 | 2-Foot L Wall, 8" Wall Thickness (With Surcharge) | 6/07 |
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| WI-523 | 2-Foot L Wall, 8" Wall Thickness (No Surcharge) | 6/07 |
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| WI-530 | 3-Foot L Wall, 6" Wall Thickness (With Surcharge) | 6/07 |
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| WI-531 | 3-Foot L Wall, 6" Wall Thickness (No Surcharge) | 6/07 |
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| WI-532 | 3-Foot L Wall, 8" Wall Thickness (With Surcharge) | 6/07 |
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| WI-533 | 3-Foot L Wall, 8" Wall Thickness (No Surcharge) | 6/07 |
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| WI-540 | Guide for Selection, 4-Foot R/C Walls | 6/07 |
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| WI-540A | Concrete and Rebar Data For 4 Foot Walls | 6/07 |
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| WI-540B | Sliding Restraint For 4 Foot R/C Walls | 6/07 |
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| WI-541 | 4-Foot Tee Wall, Backfill 0-4 Feet, All Soils, No Machinery Load Allowed | 6/07 |
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| WI-542 | 4-Foot L Wall, Backfill 0-4 Feet, All Soils, No Machinery Load Allowed | 6/07 |
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| WI-543 | 4-Foot Tee Wall, Backfill 0-4 Feet, All Soils, Machinery Allowed on Structural or Nonstructural Slab | 6/07 |
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| WI-560 | Guide for Selection, 6-Foot R/C Walls | 6/07 |
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| WI-560A | Concrete and Rebar Data for 6-Foot Walls | 6/07 |
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| WI-560B | Sliding Restraint for 6-Foot R/C Walls | 6/07 |
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| WI-561 | 6-Foot Tee Wall | 6/07 |
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| WI-562 | 6-Foot L Wall | 6/07 |
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| WI-563 | 6-Foot Tee Wall | 6/07 |
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| WI-564 | 6-Foot Tee Wall | 6/07 |
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| WI-565 | Concrete Slab Reinforcement - Deformed Steel | 6/07 |
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| WI-566 | Concrete Slab Reinforcement - Welded Wire Fabric | 6/07 |
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| WI-570 | Restraining Slab Options | 6/07 |
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| WI-571 | Slab Corner Details | 6/07 |
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| WI-580 | Guide for Selection 8-Foot R/C Walls | 6/07 |
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| WI-580A | Concrete and Rebar Data for 8-Foot Walls | 6/07 |
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| WI-580B | Sliding Restraint for 8-Foot R/C Walls | 6/07 |
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| WI-581 | 8-Foot Tee Wall, Backfill 5-8 Feet, <50% Fines, Machinery Allowed | 6/07 |
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| WI-582 | 8-Foot Tee Wall, Backfill 5-8 Feet, <50% Fines, Machinery Allowed on Structural Slab Only | 6/07 |