|
Number |
Title |
Date
|
2000 DWG |
2004
DWG |
PDF |
|
WI-500 |
MOL Indicator |
12/08 |
DWG |
DWG |
PDF |
|
WI-503 |
Construction Joint at
Base of Concrete Wall |
3/09 |
DWG |
DWG |
PDF |
|
WI-504 |
Construction Joint for
Concrete Composite
Liners |
6/07 |
DWG |
DWG |
PDF |
|
WI-505A |
6" Embedded Waterstop
for Wall Sections Only |
6/07 |
DWG |
DWG |
PDF |
|
WI-505B |
6" Embedded Waterstop
with Expansion Joint
Material for Walls and
Slabs |
6/11 |
DWG |
DWG |
PDF |
|
WI-505C |
6" Embedded Waterstop
Using a Formed Keyway
for Walls and Slabs |
6/11 |
DWG |
DWG |
PDF |
|
WI-505D |
6" Embedded Waterstop
with Steel Dowels for
Walls and Slabs |
6/11 |
DWG |
DWG |
PDF |
|
WI-506 |
6" Embedded Waterstop
Factory Intersections |
6/07 |
DWG |
DWG |
PDF |
|
WI-507 |
Non-Liquid Tight Slab
Joints |
6/07 |
DWG |
DWG |
PDF |
|
WI-508 |
Non-Liquid Tight Wall
Joints |
8/09 |
DWG |
DWG |
PDF |
|
WI-509 |
Liquid Tight Pipe
Penetrations |
6/07 |
DWG |
DWG |
PDF |
|
WI-510 |
1-Foot L Wall, 6" Wall
Thickness (With
Surcharge) |
6/07 |
DWG |
DWG |
PDF |
|
WI-511 |
1-Foot L Wall, 6" Wall
Thickness (No Surcharge) |
6/07 |
DWG |
DWG |
PDF |
|
WI-515 |
Concrete Curb |
3/11 |
DWG |
DWG |
PDF |
|
WI-516 |
6" Curb |
12/10 |
DWG |
DWG |
PDF |
|
WI-517 |
8" L Wall 6" Wall Thickness |
1/11 |
DWG |
DWG |
PDF |
|
WI-520 |
2-Foot L Wall, 6" Wall
Thickness (With
Surcharge) |
6/07 |
DWG |
DWG |
PDF |
|
WI-521 |
2-Foot L Wall, 6" Wall
Thickness (No Surcharge) |
6/07 |
DWG |
DWG |
PDF |
|
WI-522 |
2-Foot L Wall, 8" Wall
Thickness (With
Surcharge) |
6/07 |
DWG |
DWG |
PDF |
|
WI-523 |
2-Foot L Wall, 8" Wall
Thickness (No Surcharge) |
6/07 |
DWG |
DWG |
PDF |
|
WI-525 |
Feedbunk Feeder |
5/11 |
DWG |
DWG |
PDF |
|
WI-530 |
3-Foot L Wall, 6" Wall
Thickness (With
Surcharge) |
6/07 |
DWG |
DWG |
PDF |
|
WI-531 |
3-Foot L Wall, 6" Wall
Thickness (No Surcharge) |
6/07 |
DWG |
DWG |
PDF |
|
WI-532 |
3-Foot L Wall, 8" Wall
Thickness (With
Surcharge) |
6/07 |
DWG |
DWG |
PDF |
|
WI-533 |
3-Foot L Wall, 8" Wall
Thickness (No Surcharge) |
6/07 |
DWG |
DWG |
PDF |
|
WI-540 |
Guide for Selection,
4-Foot R/C Walls |
6/07 |
DWG |
DWG |
PDF |
|
WI-540A |
Concrete and Rebar Data
For 4 Foot Walls |
6/07 |
DWG |
DWG |
PDF |
|
WI-540B |
Sliding Restraint For 4
Foot R/C Walls |
7/10 |
DWG |
DWG |
PDF |
|
WI-541 |
4-Foot Tee Wall, Backfill
0-4 Feet, All Soils, No
Machinery Load Allowed |
6/07 |
DWG |
DWG |
PDF |
|
WI-542 |
4-Foot L Wall, Backfill
0-4 Feet, All Soils, No
Machinery Load Allowed |
6/07 |
DWG |
DWG |
PDF |
|
WI-543 |
4-Foot Tee Wall,
Backfill 0-4 Feet, All
Soils, Machinery Allowed
on Structural or
Nonstructural Slab |
6/07 |
DWG |
DWG |
PDF |
|
WI-550 |
Non Liquid Tight Connection to Existing Concrete |
5/11 |
DWG |
DWG |
PDF |
|
WI-551 |
Liquid Tight Connection to Existing Concrete |
5/11 |
DWG |
DWG |
PDF |
|
WI-560 |
Guide for Selection,
6-Foot R/C Walls |
6/07 |
DWG |
DWG |
PDF |
|
WI-560A |
Concrete and Rebar Data
for 6-Foot Walls |
6/07 |
DWG |
DWG |
PDF |
|
WI-560B |
Sliding Restraint for
6-Foot R/C Walls |
6/07 |
DWG |
DWG |
PDF |
|
WI-561 |
6-Foot Tee Wall |
6/07 |
DWG |
DWG |
PDF |
|
WI-562 |
6-Foot L Wall |
6/07 |
DWG |
DWG |
PDF |
|
WI-563 |
6-Foot Tee Wall |
6/07 |
DWG |
DWG |
PDF |
|
WI-564 |
6-Foot Tee Wall |
6/07 |
DWG |
DWG |
PDF |
|
WI-565 |
Concrete Slab
Reinforcement - Deformed
Steel |
9/10 |
DWG |
DWG |
PDF |
|
WI-566 |
Concrete Slab
Reinforcement - Welded
Wire Fabric |
6/07 |
DWG |
DWG |
PDF |
|
WI-570 |
Restraining Slab Options |
6/07 |
DWG |
DWG |
PDF |
|
WI-571 |
Slab Corner Details |
6/07 |
DWG |
DWG |
PDF |
|
WI-580 |
Guide for Selection
8-Foot R/C Walls |
6/07 |
DWG |
DWG |
PDF |
|
WI-580A |
Concrete and Rebar Data
for 8-Foot Walls |
6/07 |
DWG |
DWG |
PDF |
|
WI-580B |
Sliding Restraint for
8-Foot R/C Walls |
7/10 |
DWG |
DWG |
PDF |
|
WI-581 |
8-Foot Tee Wall,
Backfill 5-8 Feet, <50%
Fines, Machinery Allowed |
6/07 |
DWG |
DWG |
PDF |
|
WI-582 |
8-Foot Tee Wall,
Backfill 5-8 Feet, <50%
Fines, Machinery Allowed
on Structural Slab Only |
6/07 |
DWG |
DWG |
PDF |
|
WI-583 |
8-Foot Tee Wall,
Backfill 2-5 Feet, <50%
Fines, No Machinery
Loading Allowed |
6/07 |
DWG |
DWG |
PDF |
|
WI-584 |
8-Foot Tee Wall,
Backfill 5-8 Feet, <50%
Fines, Machinery Allowed
on Structural or
Nonstructural Slab |
6/07 |
DWG |
DWG |
PDF |
|
WI-585 |
8-Foot Tee Wall,
Backfill 0-8 Feet, All
Soils, Machinery Allowed |
6/07 |
DWG |
DWG |
PDF |
|
WI-586 |
8-Foot Tee Wall,
Backfill 3-8 Feet, All
Soils, Machinery Allowed
on Structural or
Nonstructural Slab |
6/07 |
DWG |
DWG |
PDF |
|
WI-587 |
8-Foot Tee Wall,
Backfill 2-5 Feet, All
Soils, No Machinery
Loading Allowed |
6/07 |
DWG |
DWG |
PDF |
|
WI-590 |
Push-Off Ramp |
6/07 |
DWG |
DWG |
PDF |
|
WI-590A |
Safety Bar |
1/11 |
DWG |
DWG |
PDF |
|
WI-590B |
Safety Fence for Slab Push Off |
3/11 |
DWG |
DWG |
PDF |
|
WI-591 |
Structural Slab for R/C
Walls |
6/07 |
DWG |
DWG |
PDF |
|
WI-592 |
Guide for Machinery Load
Conditions and Backfill:
10-Foot T-Wall |
6/07 |
DWG |
DWG |
PDF |
|
WI-593 |
Material Quantities and
Sliding Restraint for
10-Foot T-Wall |
6/07 |
DWG |
DWG |
PDF |
|
WI-594 |
10-Foot T-Wall |
6/07 |
DWG |
DWG |
PDF |
|
WI-595 |
Gravel Spreader |
6/07 |
DWG |
DWG |
PDF |
|
WI-596A |
Manure Storage Pit
Warning Signs |
5/08 |
DWG |
DWG |
PDF |
|
WI-596B |
Manure Storage Pit
Warning Signs |
5/08 |
DWG |
DWG |
PDF |
|
WI-597A |
Confined Space Warning
Sign |
5/08 |
DWG |
DWG |
PDF |
|
WI-597B |
Confined Space Warning
Sign |
5/08 |
DWG |
DWG |
PDF |
|
WI-597C |
Confined Space Warning
Sign |
1/12 |
DWG |
DWG |
PDF |
|
WI-597D |
Confined Space Warning
Sign |
5/08 |
DWG |
DWG |
PDF |
|
WI-597E |
Explosive Gas Warning
Sign |
5/08 |
DWG |
DWG |
PDF |
|
WI-597F |
Emergency Information
Sign |
5/08 |
DWG |
DWG |
PDF |
|
WI-598 |
Flexible Liner Anchor
Trench |
6/07 |
DWG |
DWG |
PDF |
|
WI-599 |
Embedment Strips for
HDPE Liner Attachment to
Concrete |
6/07 |
DWG |
DWG |
PDF |