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.
Caltrans retaining wall gutter.
Point link and shape codes.
Conventional retaining walls pdf april 2016.
Visit caltrans regional twitter pages for the latest state highway system information in your area.
You should verify that the dimensions used match your interpretation of the standard plan.
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.
Add to collection the caltransb3retainingwall subassembly inserts links to create a retaining wall based on caltrans standard plan b3 3 retaining wall.
State of california department of transportation no scale notes.
Inlet depressions concrete shoulders.
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.
Mechanically stabilized embankments caltrans pre designed pdf june 2017.
Retaining wall 11 d e s i g n e h design conditions.
Non gravity cantilever retaining walls.
Typical end spans braced in both directions shall be constructed 10.
In layout mode the subassembly draws the curbs based on the caltrans standard plan for curbs.
The the points link and shape codes for this subassembly that have codes assigned to them.
Attachment point at back of retaining wall.
Visit caltrans regional twitter pages for the latest state highway system information in your area.
Post pockets to be centered in top of wall.
Retaining wall type 1 case 2 b3 1b.
Retaining wall type 1 case 1 b3 1a.
Existing wall without gutter retaining wall with gutter retaining wall with gutter elevation pcc ƒ 3.
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.
Special footing design is required where foundation material design h may be exceeded by 6 before going to the next size.
This subassembly is intended to provide a way to model curbs and gutters.
Retaining wall type 1 case 3.
Provide thimbles at all cable loops.
Gutter and inlet depressions.
Cable shall not be spliced between intermediate turnbuckles top of retaining wall.
Is incapable of supporting bearing stress listed in the table.
Mechanically stabilized embankments non standard design january 2020.