Caltrans Retaining Wall Gutter

Add to collection the caltransb3retainingwall subassembly inserts links to create a retaining wall based on caltrans standard plan b3 3 retaining wall.

Caltrans retaining wall gutter.

You should verify that the dimensions used match your interpretation of the standard plan. 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. State of california department of transportation no scale notes. Visit caltrans regional twitter pages for the latest state highway system information in your area.

Retaining wall type 1 case 1 b3 1a. Retaining wall type 1 case 2 b3 1b. Mechanically stabilized embankments caltrans pre designed pdf june 2017. In layout mode the subassembly draws the curbs based on the caltrans standard plan for curbs.

Stem haunch detail 1 0 department of transportation county route post miles total project sheet. Retaining wall type 1 case 3. Visit caltrans regional twitter pages for the latest state highway system information in your area. 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.

Conventional retaining walls pdf april 2016. Gutter and inlet depressions. The division of engineering services des is the lead project delivery organization for the design construction and oversight of bridge and other transportation structures. Cable shall not be spliced between intermediate turnbuckles top of retaining wall.

Masonry block sound wall on retaining wall details no 2. Mechanically stabilized embankments non standard design january 2020. Typical end spans braced in both directions shall be constructed 10. Inlet depressions concrete shoulders.

Existing wall without gutter retaining wall with gutter retaining wall with gutter elevation pcc ƒ 3. Special footing design is required where foundation material design h may be exceeded by 6 before going to the next size. 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. Is incapable of supporting bearing stress listed in the table.

Retaining wall 11 d e s i g n e h design conditions. Earth retaining systems. 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. Attachment point at back of retaining wall.

Post pockets to be centered in top of wall. Non gravity cantilever retaining walls. The the points link and shape codes for this subassembly that have codes assigned to them.