Attachment point at back of retaining wall.
Caltrans retaining wall gutter.
Typical end spans braced in both directions shall be constructed 10.
Gutter and inlet depressions.
Mechanically stabilized embankments non standard design january 2020.
Retaining wall type 1 case 1 b3 1a.
You should verify that the dimensions used match your interpretation of the standard plan.
Earth retaining systems.
Masonry block sound wall on retaining wall details no 2.
Provide thimbles at all cable loops.
Is incapable of supporting bearing stress listed in the table.
Special footing design is required where foundation material design h may be exceeded by 6 before going to the next size.
Inlet depressions concrete shoulders.
Non gravity cantilever retaining walls.
Post pockets to be centered in top of wall.
The division of engineering services des is the lead project delivery organization for the design construction and oversight of bridge and other transportation structures.
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.
Stem haunch detail 1 0 department of transportation county route post miles total project sheet.
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.
In layout mode the subassembly draws the curbs based on the caltrans standard plan for curbs.
This subassembly is intended to provide a way to model curbs and gutters.
Visit caltrans regional twitter pages for the latest state highway system information in your area.
Mechanically stabilized embankments caltrans pre designed pdf june 2017.
Cable railing 2 0 1 0 r e v i s e d s t a n d a r d p l a n r s p b 1 1 4 7 revised standard plan rsp b11 47.
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.
Cable shall not be spliced between intermediate turnbuckles top of retaining wall.
Retaining wall 11 d e s i g n e h design conditions.
The the points link and shape codes for this subassembly that have codes assigned to them.
Retaining wall type 1 case 3.
Conventional retaining walls pdf april 2016.
Retaining wall type 1 case 2 b3 1b.
Add to collection the caltransb3retainingwall subassembly inserts links to create a retaining wall based on caltrans standard plan b3 3 retaining wall.
Existing wall without gutter retaining wall with gutter retaining wall with gutter elevation pcc ƒ 3.