Retaining wall 11 d e s i g n e h design conditions.
Caltrans retaining wall gutter.
State of california department of transportation no scale notes.
Visit caltrans regional twitter pages for the latest state highway system information in your area.
Inlet depressions concrete shoulders.
Post pockets to be centered in top of wall.
Masonry block sound wall on retaining wall details no 2.
Stem haunch detail 1 0 department of transportation county route post miles total project sheet.
The division of engineering services des is the lead project delivery organization for the design construction and oversight of bridge and other transportation structures.
Earth retaining systems.
Mechanically stabilized embankments non standard design january 2020.
Retaining wall type 1 case 3.
Cable shall not be spliced between intermediate turnbuckles top of retaining wall.
Existing wall without gutter retaining wall with gutter retaining wall with gutter elevation pcc ƒ 3.
Point link and shape codes.
Add to collection the caltransb3retainingwall subassembly inserts links to create a retaining wall based on caltrans standard plan b3 3 retaining wall.
Special footing design is required where foundation material design h may be exceeded by 6 before going to the next size.
The the points link and shape codes for this subassembly that have codes assigned to them.
Xs15 130 1 dgn xs15 130 1 pdf xs15 130 user guide pdf masonry block sound wall w barrier on retaining wall details no 1.
Retaining wall type 1 case 2 b3 1b.
Provide thimbles at all cable loops.
Visit caltrans regional twitter pages for the latest state highway system information in your area.
Retaining wall type 1 case 1 b3 1a.
Mechanically stabilized embankments caltrans pre designed pdf june 2017.
Attachment point at back of retaining wall.
Is incapable of supporting bearing stress listed in the table.
In cooperation with the town of mammoth lakes district 9 developed funded and constructed a retaining wall curb gutter lighting and sidewalk on a portion of state route 203 main street between the old mammoth area and the mammoth village a heavily visited center for the town the eastern sierra and mammoth mountain ski area.
You should verify that the dimensions used match your interpretation of the standard plan.
Typical end spans braced in both directions shall be constructed 10.
Gutter and inlet depressions.
2 4 9 4 8 5 8 min 3 0 9 3 0 2 0 3 0 min typ std typ 1 0 4 0 10 0 max 10 0 max 4 0 1.
Conventional retaining walls pdf april 2016.
In layout mode the subassembly draws the curbs based on the caltrans standard plan for curbs.
